The URL can be used to link to this page

Home My WebLink AboutEngineering Reports 5-12-05 - 2-9-06 ENGINEERING FOR ARCH!TECTU RE May 12, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from April 20, 2005 through April 25, 2005. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, ~ , Gary C. Kru Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central lwenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 r6Y?(C;[;~'l5~[ 0'\ o r~G~. 0\: ~ ) tfi} L?!c-::'(oJf . COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 I THRESHOLD INSPECTION REPORT i ! Project: Country Inn & Suites IField Report No: 042005 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: April 20, 2005 ~ime: 1:15-2:15pm lweatherfTemp: - Site Location: Cape Canaveral, FL Conformance with Schedule (+1-) - , Present at Site: - Estimated % of Completion: - Work in Proaress: iTEiviS iNSPECTED: Concrete reinforcement - 03200 - Overhead beam at lobby elevator. Discrepancy , 1. noted on previous inspection was correctly repaired. 2. CMU Masonry 4200 - 151 floor column line 13/K.8 to T, 9/K.8 to T, and elevator shear walls at 12.7/M.5 ITEMS NOT IN COMPUANCE WITH THE CONTRACT DOCUMENTS: 1. Several rebar coming out of slab at 13/K.8 to M are not within walls (8) bars need to be added by drilling to epoxying into slab a minimum of 3". A reinspection is required at this area prior to placement of grout. I Items to Verify~ none Information or Action Required: none ttachments: N/A Report By: Dwight Webster ISpeciallnspeclor: Gary C. Krueger, PE ('~ ~ Special Inspector #1 069 / " Y '-'(/ Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 042505 IPermit No.: nla Plans Examiner: nla Project #: 505022 Date: April 25, 2005 - , Weatherrremp: Ime: 8:00 - 8:30 - Site Location: Cape Canaveral, FL Conformance with Schedule (+1-) - Present at Site: - Estimated % of Completion: - Work in Proaress: iTEMS iNSPECTED: 1. CMU Reinforcing Inspections. 1 st floor column line 6 thru 91 L to T. All reinforcing was inspected for bar size, cap and placement. No discrepancies noted. 2. All areas which had discrepancies on previous inspections with regards to reinforcing ou of cells were correctly repaired by epoxying new bars within the CMU cells. ITEMS NOT IN COMPUANCE WITH THE CONTRACT DOCUMENTS: See items 1 & 2 above. Items to Verify: none Infnnn:2tinn nr l\.rtinn I:tonllirorl' nnno ............................... .'................................."". ,."",..... Attachments: N1A Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE / /C-{~--/ Special Inspector #1 069 ~ r . , Page 1 of 1 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 4 I' ~C.I Correcflve J!lctidn Req'(f. Date Date r NQ. Q(:cl.lrre(f RellQive!l1 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be Issued ASAP. , 1/19/05 stamo/sealed structural dwos. r 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 show (2) #8 center bars. All piles were should be issued to UESITLC. installed with 1. 3 Grade Beams shown in pians require Please advise and create S/S 1/19/05 , GB's be splayed open on top to form a changes and issue same to all monolighic pour when slab on grade Is parties. placed. The field gradebeams are square. 4 Gradebeams In plans are shown at 26" Please advise and create S/S 1/19/05 In width and the original reinforcing changes and issue same to all bands/ stirrups are 21" In circumference parties. thus preventing the normal 3' of cover to all reinforced concrete permanently exoosed to soils, 5 PHecaps listed as FG-3; 4, 5 and 6 - Please advise and issue S/S 1/19/05 are shown in plans poured changes. monolithically into slab. PIlecaps In field and square and formed to be poured seoaratelv from slab. 6 Several piles are not centered in the Please advise and Issue S/S 1/19/05 aradebeams - aoorox. 3"-6" off center. chanaes. 7 r (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S r shown on steel drawings but not on changes. structural. They are different sizes but not shown on plans and the reinforcing is the same amount & sizes. This will not work. 8 Received stamped set of structural r Please verify. plans with several changes incorporated (2) items not addressed were (1) there are 2 sizes of pilecaps on steel plan take-offs with regards to 2 i pile caps FG-4 and FG-4A. There is no FG-4A on structural drawings; only FG- 4. 9 The FG-1 and FG-3 pilecaps on new Please advise and Issue S/S r plans are shown poured monollthlcally changes. with slab. The field form work does not reflect that. 10 Columns 1st Floor (14) C1 Columns- No discrepancies noted. Col. Lines 9, 11, 13 G and at elevator walls. (4) C3 Columns - Col. Lines H&K/20 & 21. Reinforcing was I I I inspected for bar size, number of bars, I I barcap splice, spacing and size of I stirrups/ties. TLC - ENGINEERJNG FOR. ARCHiTECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 4 I!l,CI '" Date Date 't' '.., '''~'1U' NA. Qcclfrred Res!llveg 11 Slab on grade - Col. Lines L to T/from 1 A reinspection is required prior to 11. At time of inspection no areas to concrete placement. were comolete. 12 There is also a question with regards to The Engineer of Record needs numerous electrical conduits in slab to approve the configuration of displacing concrete which is to be conduit to be acceptable. "laced. 13 Slab on grade - Column Lines 1 to 8.25 The 90' hooks were added to all from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.OR determined with regards to grade beam FG-3 at M/1.5. that this grade beam was not needed." 15 The electrical room slab has to be Universal did receive a faxed I changed. copy of change order from E.OR 16 On plans S-5, the thickened edges at slab Need response from E.O.R. perimeter show the #5 bars in slab mat , having hooks 90' turned into FG-1/FG-3 beams. The mat in place has no hook bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. col. Line M/1.5. This beam should have tied into the FG-2 at col. Line 2. Due to the fact that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 , have been cut off and the top (3) are laying atoo the ooured FG-2. 18 Reinforcing was inspected for bar size, bar No discrepancies noted. lap, and spacing of ties and harpins and umber of bars 19 Columns 1&ftr. C1 col. Lines 9,11,13 G &at No discrepancies noted. elevator walls; C3 col. Lines H & K120 & 21. Reinforcing was inspected for bar size, number of bars, bar lap splice, spacing and size of stirrupslties. 20 Slab on grade/remained or grade beams No discrepancies noted. ! Col. Lines A to F/4 to 16. All reinforcement was inspected for bar size, number & spacing of bars, number & spacing of ties and clearance. L:\2005~Jobs\505022-Country Inn and Suites\Threshold\TabJeNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 4 I&CI Description corhictivePiction. Reef'd. Date Date ltlQ.. Qcc!-!nElct R~sQIV!!d 21 Concrete reinforcement overhead Two (2) discrepancies were beams at Lobby area, Column Lines noted, pointed out to 18.7 and 20/H to K. Inspected was bar superintendent and size, number of bars, spacing of ties immediately repaired correctly. , and clearance. Two (2) discrepancies were noted, pointed out to The structural specifICations call for superintendent and immediately a cleanout at each reinforced cell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the cleanouls are spaced at 2 and 3/A to K - All reinforcing was 16" instead of 8" as this is a shear inspected for bar size, bar cap, spacing of . wall with reinforcing at 8" o.c. orouted cells and olacemenl. 22 Concrete reinforcement 03200 - Slab- A couple of minor on-grade and associated grade beams. discrepancies were noted, I Column Lines 8 to 18/ F to T. pointed out to supt. and Reinforcing was inspected for bar size, immediately repaired correctly. spacinQ, number of ties and clearance. 23 Concrete reinforcement 03200 - CMU No discrepancies noted. wall reinforcement 1" floor walls Column Line 2 thru 6/ N to T. Reinforcing was inspected was bar size, soacino, bar caDs & olacement. 24 The following wall locations were All work completed appears to inspected for overall dimensions, be in substantial conformance reinforcing placement, size, location, with the design drawings and and reinforcing clearances: specifications except as noted 1. First floor walls at southeast below. stair tower (mark W-1) 2. First floor wall on grid 6 from C Vertical bars were missing over to E (mark W-5) openings in wall on grid 6 and grid 3. First floor wall on grid E from 4 4. This item was corrected in the I to 13 (markW-5) field. 4. First floor wall on grid 10 from C to E (mark W-5) 25 CMU Wall Reinforcement - 04200 - 1" The reinforcing was inspected Floor. Column Lines 13 to 17/ P, N, M for bar size, lap, splice, length ! & Land shearwalls @ N E stairwell and cover. (1) discrepancy walls. Reinforcing was inspected for noted: The left (south) end of barsize spacing of bars, lap/splices and beam does not have enough cleanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-7 Columns 1 st floor at entry Col. Line ?1/r:: ~ I R.r-." f1\Av1gho'=lm'=\f , I [ I ;I~~~t~; he-;'d~'r. ' . , ~" . ~ ~~~... ~, I I I I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConfonn.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 4 of 4 ~.Cl . "'" .~~...' .,. Date Date No. Q!:!:lIrred, Re~!l!V~!i. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20105 Overhead beam at lobby elevator. slab at 13/K.8 to M are not Discrepancy noted on previous within walls (8) bars need to be inspection was correctly repaired. added by drilling to epoxying CMU Masonry 4200 - 1 ,! floor column into slab a minimum of 3". A line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of qrout. 27 CMU Reinforcing Inspections. 1" floor No discrepancies found. column line 6 thru 9 1 L to T. All reinforcing was inspected for bar size, All areas which had cap and placement. discrepancies on previous i inspections with regards to reinforcing out of cells were I correctly repaired by epoxying I new bars within the CMU cells. /,~g~Ae P6'lo788 51 10"''1 L:\2005-Jobs\505022MCountry Inn and Suites\Threshold\TableNonConform.doc m~~t~~~~~~~,-". Construction Materials Testing. Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: March 16, 2005 Field and Laboratory Report Transmittal Sheet Client: Me Kent Oliver PQrtyi@WCour"ltrylnrl&SUites,LLC. 215 N. Central Avenue Duluth, iviN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: A4394. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authoriz ion No. 549 rr~' v::J; Richard E. Hoaglin, P.E. 'S !tt k-- STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 G:\CQNSTRUCTION SERVICES DEPARTMENT\ReDort Transmittal Sheets\34034-001-01.n(lG fRl~?~~~D ) 3;;;r;{O m~~~~~~~~?~~,,_OC"' Project No.: 34034-001-01 Report No.: A4394-0128 Sample No.: A4394 Date 1st Issue: 2-11-05 Construction Materials Testing" Threshold Inspection Date 2nd Issue: 3-14-05 820 Brevard Avenue" Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Me. Kent Oliver Portview Country Inn & Suites, LLC. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 I Date Sampled: 1-28-05 Time Sampled: 12:45 pm I , Sampled By: William Boyer Slump: 5 inches I FIELD Truck No.: 22697 Air Content (by volume): -- & Ticket No.: 91996731 Concrete Temperature: 68 I LAB Time Batched: 12:23 pm No. of Cylinders Cast: 4 :: DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 60 I Water Added At Site: -- Weather Condition: Cloudy I Contractor: C&C Admixture: -- Ii Supplier: Rinker i Location of Placement: Grade beam I I Sample: northeast corner Test II Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) I I , I 2-4-05 7 3 5.984 28.12 64140 2280 TEST 2-25-05 28 3 5.985 28.13 98820 3510 I RESULTS 3470 2-25-05 28 4 5.987 28.15 96250 3420 I H , REMARKS This Form Conforms With ASTM C 39 ~ []J .--;; 171 171 \ / l6J [J WJ _l, ; /; '1 \ ",; . /3 '" \ ; . I::> 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~.~~~~~~.~'e~". Construction Materials Testing. Ttlreshold Inspection 820 Brevard Avenue. Rockiedge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: March 18, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver "Pi5'Gt.Wi~y.{$~gi.lQfrYll-il"l&"sGijiis.;.'t.:!L.;C. ".- 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of ' the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 028Thresh, 0270R, 0270. We hope this information is sufficient for' your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate.,of A~NO' 549 ~... -W~ Richard E. Hoaglin, P.E. ~,1j STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 G:\CONSTRUCTiON SERViCES DEPARTMENT\Repori Transminai Sheels\34034"OOi-Ol.OOC m~~~~~~~~~~,",-_. UES Project No.: 34034-001-01 Construction Materials Testing. Tt1r8shoJd InspeClion Report No: 028Thresh 820 Brevard Avenue. Rockledge, Florida 32955 Date: 3-16-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): nfa Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-10-05 Technician: Dwight Webster THRESHOLD Slab on grade/remainder of grade beams. Column lines A to F/4 to 16. All reinforcement was inspected for bar size number and spacing of bars, number and spacing of ties, and clearance. No discrepancies noted. m~~~~~~~~~~._w. I UES Project No. 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 027DR 820 Brevard Avenue. Rockledge, Florida 32955 Date Issued: 3-11-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.25 Travel Time (hrs): 0.25 Total Time (hrs): 1.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. -- ~ - ~ 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-3-05 Technician: Joe Beasley As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the subgrade for slab on grade. While on site, the technician observed the general condition of the areas to be tested and performed 4 soii density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum dry density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records. The density tests are attached to this report. mg~~~~~l!~~~",_. UES Project No. 34034-001-01 UES Report No. 0270 Date 3-11-05 Construction Materials Testing . Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Report of In-Place Density Tests Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Area Tested: Subgrade beneath proposed slab Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Date of Test: 3-3-05 Technician: Joe Beasley Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. I LOCATION I TEST I. TEST PROCTOR FIELD DRY I FIELD I % RESULTS TEST I # OF I ELEV. ITHICKNESS # DENSITY IMOISTURE COMPACTION (3) TEST (1) (IN) (2) (PCF) % 1 : Column line 0-13 0 12 1 108.8 10.8 98 A , 2 Column line 0-10 0 12 1 111.1 10.3 100 A 3 Column line D-7 0 12 1 110.4 11.9 99 , A I 4 Column line 0-5 0 12 1 109.6 14.5 99 I A , (1) Ref. Datum: 0= top of native (2) (3) Results Key II I Maximum Optimum I' A. Compaction meets minimum requirements , Diy Moisture I B. Compaction does not meet minimum requirements I Proctor # I Density Content C. Moisture does not meet requirements 1 112 D. Recompaction required ENGINEERING FOR ARC HITECTURE January 5, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TlC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from December 9, 2005 through January 3, 2006. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, 1 . II . A~ ~ /'l/~,~ /1 i7u-, L.--t )j . , G C. l)Iueger, PE, cf\$! LEEOO AP Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 \^/aterto'vvn Rd; Long Lakel MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, Fl 32922-5809 Phone 321.636.0274 www.tlc-engrneers.com Fax 321.639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ElHll NIHRIN G rOR A:RiCBITZC'fURII THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No_: n/a Plans Examiner: n/a Project #: 505022 Date: Jan. 5, 2006 mme: 1 :30 am - 2:30 am WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Date of Activity: Jan. 3,2006 \^'^,.I"i.... DI"^"'ress. ~ .......1'0....1 I...~" . ITEMS INSPECTED: Masonry Wall Reinforcing: 04200 Dumpster Enclosure: No discrepancies noted. Metal Framing: Porta-Cochere Roof - The framing consisted of 16 ga. metal studs screwed ogether at all connections. Dimensions and spacing is different from original plan. Signed and sealed plans will be picked up at a later date to confirm as-built conditions. ITEMS NOT IN COMPUANCE WITH THE CONTRACT DOCUMENTS: No discrepancies noted. Items to Verify: none Information or Action Required: none Attachments: N/A Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE A~. Soeciallnsoector #1069 /\T """"- Page 1 of 1 L\2005-Jobs\505022-Collntry Inn and SlJites\Threshold\010306.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 4 ~ ....,,"~''I'''u... Cofrective~ctidii Req'd. Date Date > ..... Occ!.!rred Res91"e~ TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 One set stamp/sealed structural dwgs. received. Item closed 6/9/05 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 Item show (2) #8 center bars. All piles were should be issued to UES/TLC. resolved installed with 1. Update 6/7/05. Select per fax pile details changed but FG2 still retains dated 2 - #8 requirement 8/30/05 from DW. 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 Modified GB's be splayed open on top to form a changes and issue same to all plans monolighic pour when slab on grade is parties. received. placed. The field gradebeams are Resolved square. 6/7/05 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 Item in width and the original reinforcing changes and issue same to all resolved bands/ stirrups are 21" in circumference parties. per fax thus preventing the normal 3" of cover dated to all reinforced concrete permanently 8/30/05 exposed to soils. from D.W. 5 Pilecaps listed as FG-3, 4, 5 and 6- Please advise and issue S/S 1/19/05 Modified are shown in plans poured changes. plans monolithically into slab. Pilecaps in received. field and square and formed to be Resolved poured separatelv from slab. 6/7/05 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 Item gradebeams - approx. 3"-6" off center. changes. resolved perfax dated 8/30/05 from D.W. 7 (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S 1/28/05 FG-4A's shown on steel drawings but not on changes. removed in structural. They are different sizes but updated not shown on plans and the reinforcing plan. is the same amount & sizes. This will Resolved not work. 6/7/05 8 Received stamped set of structural Please verify. 2/9/05 FG-4A's plans with several changes removed in incorporated (2) items not addressed updated were (1) there are 2 sizes of pilecaps plan. on steel plan take-offs with regards to 2 Resolved pile caps FG-4 and FG-4A. There is 6/7/05 no FG-4A on structural drawings; only FG-4. 9 The FG-1 and FG-3 pilecaps on new Please advise and issue S/S 2/9/05 Item plans are shown poured monolithically changes. resolved with slab. The field form work does not per fax reflect that. dated 8/30/05 fromD.W. TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 4 ~CI ........ Ollie Dale. ~o. Occurr!lll Re$~lvec! 10 DELETED 5/25/05 DELETED 11 DELETED A reinspection is required prior 2/24/05 DELETED to concrete olacemen!. 617/05 12 There is also a question with regards to The Engineer of Record needs 2/24/05 Item numerous electrical conduits in slab to approve the configuration of resolved displacing concrete which is to be conduit to be acceptable. per fax placed. dated 8/30/05 from D.W. 13 Slab on grade - Column Lines 1 to The 900 hooks were added to all 3/2/05 3/2/05 8.25 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Sup!. Received verbal change Supt. Stated "E.O.R. determined 3/2/05 Item with regards to grade beam FG-3 at M/1.5. that this grade beam was not resolved needed." per fax dated 8/30/05 from D.W. 15 The electrical room slab has to be Universal did receive a faxed 3/2/05 3/2/05 changed. copy of change order from E.O.R. 16 On plans S-5, the thickened edges at slab Need response from E.O.R. 2/28105 Observed perimeter show the #5 bars in slab mat by UES. having hooks 900 turned into FG-1/FG-3 Resolved beams. The mat in place has no hook 617/05 bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. 2/28/05 Item col. Line M/1.5. This beam should have tied resolved into the FG-2 at col. Line 2. Due to the fact per fax that the FG-2 was poured prior to this dated inspection, the bottom #8 bars in the FG-3 8/30/05 have been cut off and the top (3) are laying from D.W. atoo the DOured FG-2. 18 DELETED 2/23/05 DELETED 5/25105 19 DELETED 2/23/05 DELETED 5/25/05 20 DELETED 3/10/05 DELETED 5/25/05 21 Concrete reinforcement overhead Two (2) discrepancies were 3/18/05 Confirmed beams at Lobby area, Column Lines noted, pointed out to by UES. 18.7 and 20/H to K. Inspected was bar superintendent and Resolved size, number of bars, spacing of ties immediately repaired correctly. 6/7105 and clearance. T\.^Jo (2) discrepancies were noted, pointed out to The structural specifications call for superintendent and immediately a cleanout at each reinforced cell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the cleanouts are spaced at 2 and 3/A to K - All reinforcing was inspected for bar size, bar cap, spacing of 16" instead of 8" as this is a shear .,..~..,.. ........,J __1.1... __-I _J..._____.. wall with reinforcinq at 8" o.C. I I YIUUtt:::U l.;l:;::Il;:;' ctlJU /J1ctvt::Jllt:::lll. I . I I I L:\2005~Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 4 22 DELETED 3/21/05 DELETED 5/25/05 23 DELETED 3/23/05 DELETED 5/25/05 24 DELETED 3/31/05 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200 - 1 s The reinforcing was inspected 4/13/05 Confirmed Floor. Column Lines 13 to 17 / P, N, M for bar size, lap, splice, length by UES. & Land shearwalls @ NE stairwell and cover. (1) discrepancy Resolved walls. Reinforcing was inspected for noted: The left (south) end of 6/7/05 barsize spacing of bars, lap/splices and beam does not have enough cleanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement-03200. (4) C-7 Coiumns is! floOr at entry COI. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20/05 Correction Overhead beam at lobby elevator. slab at 13/K.8 to M are not observed Discrepancy noted on previous within walls (8) bars need to be by UES. inspection was correctly repaired. added by drilling to epoxying Resolved CMU Masonry 4200 - 1 st floor column into slab a minimum of 3". A 6/7/05 line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of rout. 27 CMU Reinforcing Inspections. 1 S floor No discrepancies found. 6/2/05 Correction column line 6 thru 9/ L to T. All observed reinforcing was inspected for bar size, All areas which had by UES. cap and placement. discrepancies on previous Resolved inspections with regards to 6/7/05 reinforcing out of cells were correctly repaired by epoxying new bars within the CMU cells. 28 Numerous Connections were changed Requirements in writing 6/2/05 Item to accommodate size differences and required from EaR. resolved adaptations of welds and clips in lieu of per fax bolted were discussed. All calculation dated of shear and moment were complete by 8/30/05 Mr. Droor and requirements will be from DW. made in writing. Several stiffeners and angle bracing (kickers) will need to be installed. All items on list from Mr. Droar will be inspected by Universal at a later date. 29 Structural Steel 05200: Anchor bolts To be reinspected on 6/29/05 6/23/05 Item not tightened on 12" x 12" plate. Line when bolt torque testing is resolved Item #4. being done. per fax dated I I I I I 8/30/05 I from DW. L:\2005-Jobs\505022-Country Inn and Sultes\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 4 of 4 29 Hollow Core Slab, 3' Floor, Edge Submit RFI for clarification. 7/7/05 Beam/Bearing Panel Points: Previously discussed that the plan details on 5-6 show A #4 hooked bar at 40" o.c. at all bearing locations yet the field work only reflect this at bearing points on exterior walls. Reinforcing was found in every panel/40" o.c. but hooks are only at exterior points. R.W. Pauls Sup!. Harry Schaffer should have submitted RFI. 30 At north stairwell, (2) embeds are Should be repaired to facilitate 8/5/05 missing or misaligned preventing the welding of beams and then welding, Col. Line 4.9. On Col. Line joists in these areas. 4.95, the galvanized plates atop the 4 pier columns are at varying elevations and are supported by wood wedges instead of non"'shrink rout. 31 Structural Steel 05200: Several Contractor notified. 8/3/05 connections did not meet required torque for %" high strength bolt (A325), 355 ft/lbs. General wedge anchors at added beam clips were not tightened. Several bolts were found not long enough to provide proper clearance from nuts - 3 threads, 32 On-going construction and areas which Inspections will be performed 11/21/05 need to be inspected include EIFS on Wednesday, November 23, system screw pattern, roof truss 2005. attachment and stairwell structural steel welds and anchor bolted connection. 33 1, Parapet roof truss attachment and To be reinspected when 11/29/05 framing are missing several bolted complete. connections between the pipe column and framing. 2. Several anchor bolts in structural steel were found to be loose or missing at1,j floor elevator and at ent canop. 34 Metal Framing: Porta-Cochere Roof - Signed and sealed plans to be 1/3/06 Dimensions and spacing is different picked up at a later date to from plan. confirm as-built conditions. ~~-~ . ary cl Krueger, PE, CM LEED@ L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonCon1orm.doc mg~~~~~~~~~,&"",. I Construction Materials Testing" Threshold Inspection 820 Brevard Avenue" Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: March 10, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 025Thresh, 024Thresh, A4444, A4411. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of AuthcnzationNo. 549 0!dJdL I ~- Richard E. Hoaglin, P.E. S" h,,{v. STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 G:\CONSTRUCT]m~ SERViCES DEPARTiviEhiTIRsport T,ansmitiai Sheeis\34Q34-001"Oi.doc m~~~~;~~~~"",. I UES Project No.: 34034-001-01 Construction Materials Testing It Threshold Inspection Report No: 025Thresh 820 Brevard Avenue' Rockledge, Florida 32955 Date: 3-8-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): nla Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-2-05 Technician: Dwight Webster THRESHOLD As requested by the client, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of performing a threshold inspection. Concrete Reinforcement - 03200 Slab on grade: column lines 1 to 8.25 from K to T. Reinforcement was inspected for bar size, number and spacing of bars, placement and clearance. The following discrepancies were addressed: 1. The 900 hooks were added to all reinforcing ends at perimeter beams. 2. Contractor superintendent received verbal change with regards to grade beam FG-3 at M/1.5. Superintendent stated "E.O.R. determined that this grade beam was not needed." 3. The electrical room slab has to be changed. Universal did receive a faxed copy of ,...h.........."''''' "''''d.....,.". +:.,"'.."..,. J:":' ^ n \JIIQllgc::: UIUC:I flUll1 C.V.r\. m~~~~~~~~~."._. UES Project No.: 34034-001-01 Construction Materials Testing" Threshold Jnspeclion Report No: 024Thresh 820 Brevard Avenue' Rockledge, Florida 32955 Date: 3-8-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): nla Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 2-28-05 Technician: Dwight Webster THRESHOLD As requested by the client, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of performing a threshold inspection. Concrete Reinforcement - 03200 Slab on grade: column line 1 through 10/from K to T The following discrepancies were noted: On plans S-5, the thickened edges at slab perimeter show the #5 bars in slab mat having hooks 900 turned into FG-1/FG-3 beams. The mat in place has no hook bars. Plans show an FG-3 grade beam at approximate column line M/1.5. This beam should have tied into the FG-2 at column line 2. Due to the fact that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 have been cut-off and the top 3 are laying atop the poured FG-2. These discrepancies need response from Engineer of Record. 1ar 02 05 05:07p p. l I Droor & Assodates, Inc. I 580 N. Wickhom Rood~E Melbourne. Florida 32t!i/2\ \\"'.. (321) 253,8233, Pho -""':::.::,.::.,', I;: (321) 253-8232, Fax ~ '.< ..-"'......-. .- , Fax To: Ralph From: Noel Droor Firm: R,W, P"ul Construction Puges: .t Ll Fux: '107-599-5850 - Dat~: 3-1-05 Re: Country Inn & Suites CC: Kent Oliver Neil Weber o Urqent o t=or R~view D Call Upon Receipt D Pk-.ase Repiy D For Submittal! Approval Ralph, , Here IS a Geld skeoch dlong with the AD 318 Section 6.3 on condUit placement specifications, Them k you, Noel Oroor & ,~S$ociJ.tC$, Inc. M~~ ~" ~~D~ 1~'Q~ PRGE,01 p.e: Mar 02 05 05:07p "-', I . \. (pjj.}; x: 2-c:' L. '}7RL..L . 7, ,'. -LA' 'vi /- - ). ')''; c.". L' . It ~ ,...1 --. - '"-'--,. __ _ * J ,,.J. . ~ .. r-....-:,'._,'\".' t-t,;tJ. r:;.'11-l1O 12\1 0 . C T ,; ~" !-P-... \,)t:.., '-r :; -~. IIi.... \ 1=0-2/1Y,lfJ. 31; :& P&;-'2 ~ jll) /~J) e .- / \-1,..J .)i' 'D _~ .. 1 \ Y ,II ~ , . x...J> " ..--"'17'" , W: '? p - 'r ,.... I I ~ I: I : -..J ? ,..)......J;'.~ / .... I "-''; ~';:" -VI ,-..v ~ 7.7 -:' :'~;;'/ r'JfZ"R ~~.J z..o Jj.c, t -- "-r I \ - I ( \ I I \ . t I I \tl~ 0 1\' - - Pc,... 'l NbltS~ , <- AU- Co N'DLll;S ?LA.<r..-SJ iNS \~L CO~ $L~B 5.,iJALL ~.al pcJ 3/8- 02 / $B:..J' c;:,. '3 a/?'< Kr-rJ'>-.cJJGi> ./ . . AL.L COt-l.W\T5 sjJp.u ~ cEJ-.J./ED iN c-m'K. SLPB COUNT\<\{ ) 'N. N. CAr' f: CJ\'NA\JE.RAL - d;;:-~ DRCOR 4t -~"" ~... ASS=IA TES INC. <;/ff:E-r .560 N.-Wlektlom Rd Sulfa_E:.~ .-) } of ! MC!::--'.'~n!!:, FL J293,5_/ / iei I,:ji) ~jJ-823J./ / 4.-,A'-;-C '" I 1 1 _'- Fax (I.G71 2uJ-B.n2 VI \/'-_ .:/ ! 1/ U::::> o-moll no&!@otoOros,oc.lolei,com r:J ELi,) S KET(.}-J €.I'. /;tJ:,C '/:Yr8 tft/1//i/ I;j. /, v /0" } \! ' ,,{~ . ",/ ,.' -:,(1/ 0 -~ J . J "'i:" o , -- r.:J '( .,.... toWeL .Y '/.' . _. ._/ -' I /. ~) ,\'1..:. ); .'> /e:.', .' ...-,^,-,- ;"Co""" .. -- Mar 02 05 O::>:O/p r'~ CHAPTER 6 318131BR-65 CODE COMMENTARY i intervals between the v.arious operJtion!'.; (c) Any other IO:J.ding or condition rh;lt .::!.ffccts the :\:\l'ety or ~crviceabil.lty of the :.;tructure during constructiun, For multi$iOry consrrucliun, the slreng:th of the com:rett during the various ;);tag<ts of constnlction should he substan- tiated by field-cured te~t l'pccirm:ns or other approved methods. 6.3 - Conduits and pipes embedded in R6.3 - Conduits and pipes embedded in concrete concrete 6.3.1 - Conduits, pipes. and sleeves 01 any materia! R6.3.1 - Conduits, pipes. nnd sleeves not harmful to COll- not harmful to concrete and within limitations of 6.3 exlc c~n (Ie embedded within the concrete, hut the work shall be permitted to be embedded in concrete with ~houJd be done io 1iuch a manner that the structure will nut approval of the engineer, provided they are not con sid- be eodartgercd. Empirical rul~s are given in 6.3 for sJfe ered to roplace structurally the displacod concrete, in.'\ialbtions under commun condjtion~; for ocher than com- I except as provided in 6.3.6. mon conditions, :-;pcci.tl designs should be made. M~ny !;c-n- eral building codes have :.l~optcd ANS1/ASME piping codes I B 3 t.I for pow~r CipiOgO.! ,>nd B 31.3 for chemicaJ ,nd petroleum piping.6. The specifier should be sun: [hnr the appropri:1te piping codes arc ll.:icd in [he design and k:-;linS of the :-;ystcm. The contrQctor should not be permitted lo install conduits, pipes. ducts, or :-;lccv~.'i that am not :-;hown on the plans or not approved lJy the engineer or :l.rchitecr. For the integrity of [he structure, it is important that all con- duit :md ripe fiuing:-: .within the: COr)crete be cJ.rcfully J'ssem- bled as .shown on \hc pl::tns or cfllled for in the job ~p;:;cillC:1tions. 6.3.2 - CondUits and pipes of aluminum shall not be R6.3.2 - The code prohibits the use of oluminum in strue- embedded in structural concreto unless effectively tural concrete unle,s!'\ It is dfectively cOi\red or covered. Alu- coated or coverod to prevent aluminum-concrete rsClC- minum rt:ui:l$ with concrete .and, in the presence of chloride tion or e!ectrolytic action betw8Gn aluminum and steel. ions, may :.1$0 r~acr electrolytically with steel. cJ.u!'ing cracking Jnd/or :-ip~lling of the concrete, Aluminum elc:ctri- (,;al l:onduit~ present :.J. .'ipcciai problem since ,;.;tray dl:clrit: current accl:lcr~tes the adver'ic reaction 6,3.3 ~ Conduits, pipes, and sieevos passing through a slab, wall. or beam shall not impair significantlY the strength of the construction, 6.3.4 - Conduits and pipes, with their fittings, embed- ded within a column shall not displace more than 4 percent of the area of cross section on which strength is calculated or which is required for fire prOJection. 6.3.5 - Except when drawings for conduits and pipes are approvod by the structural engineer, conduits and pip€Js ombeddod within e slab, wall, or beam (other than those merely passing through) shall satisfy 6.3.5.1 through 6.3.5.3. 6.3.5.1 - They shall not be iarger in outside dimen- sion than 1/3 Jhe overall thickness of slab, wall, or beam in which th€JY aro ombodded. ACI 318 Building Code and Commentary MAR V'i1 /0QS 17:05 Pi'1GE.03 Mar' 02 05 U5:UIP r-'~ '''! "'f."'~ 3181318R-66 CHAPTER 6 . ~(fl , ;~~ CODE COMMENTARY ~111 .}~ I . '~'1r 6.3.5.2 -. TtI~Y .hall not be spacod closer than 3 ' 'f:~ diam~ters or widths on center. ~~~ ~' ~ ;" ~ 6.3.5.3 - They 511~i1 nor impair signiticantly Ihe ,l!';oI ~1 "'Ienglh olllle con5truclion. y' t,n 6.3.6 -- Conduits. pipes. and sleeves shall be porrnil' '>'1 ;;il~ ted to be coosidered as roplacing strJcturally in com- pros5ion the displacod concrete plOvided in 6.3.6.1 ',:~ .t 1'"\,,, through 6.3.6.3. ", -~i'i t: ~~~\i 6.3.6.1 -- Th~y are nor exposed to rusting or other 'I ;"~,,,.; :::~ ~m:"~; deTerioration, .;.~ 6.3.6.2 - They aro of IJflcoated or galvanizod iron or { ;:1:1 stoel nOllhinl1er lhan sland'Hd Schedule 40 steel pipe. ,:;/ f'l,'i II - r 6.3.6.3 - Thoy t1~\le a nominal insido di.::lrneter not over 2 in. and aro spaced not less than 3 diameters on centers. :!: i.~:i " ~'~'I " ,~-\,;, 6.3.7--. Pipes and littings 5hall be designed to resist l{6.~t7 - The IlJHJ \:Ullt,; 111l1i\~J tbe I1wxinllllll pn;,......\lrc in if" effects of the matt3rial, pressuro, and temperature to cmhclh.kd pipe lO 200 psi, whil;L WaS ":\)!1~H.krcL1 Lou re:>lril.:- ;, which they will be subjected. live. Ne\l~rthdc.s;-.;. Ill..: dlcd~ ll( ~ul.:h pn:.ssllli;S ;mtl llH~ I.:~p{ul:-;hlll l)f ClllhCducd pi[1t: :-;hould he ...:,)n,.,.idcn;u ill {Il\: ucsigll <.>1' the ..:on....rclc Il!Cnlhcr ....,' ".1::; 6.3.8 - No liquid. gas. or vapor. except waler not -:"';'r,',j '.-,l.. uxc"ooing 90 F nor 50 PSI pressure. shall be placod in , '.gt: the pipes UI'lHI tile concrete haS ~Hai(led its design '''''I;: strength. "~t~; 6.3.9 ,,-- In solid slabs, piping, unless it is for radi'-lnl I;) '." ~':'--.\ .';:'-, heating or snow fne::lling, shall be placed between top '};:!r~ ;l,nd bottom reinforcement. ~t;;.." 6.3.10 - ConcrQ\e cover for pipes, condUits, 3nd Httings ~'I sholl nol be less than 1.1/2 in, for concrete cxpo':::i~d 10 'l' f earth or weather, nor less than 3i4 in. fOf concrete no! ., 8XpOS0d to woather or in contact with ground. it 6.3.11 - Romforct:rnt:::nt with an area not less than r/ 0.002 rimes area of concrete section sh811 be pfOvided normJi to piping. .' J::I,":::~_ 6.3.12 ... Piping and condUit shall bG 50 fabricated and ~,.." y instaUecl!hat cutling, bending, or displaccrnenl of reln- -fJ forccllltllll lrom Its proper localion will not be required. .< 6A - Construction joints H6.4 - Construction joint~ f: I;;' 6.4.1 '.~ SudaC8 ot concreto construclion jomts ShCili For tin; qileE/ity ()f the :-;lnlClllrr;, ir i:-- in1rlll'l:.l1l1 lh~\l idl Ci..>Il- -:,< be clcur1GU and latt.ancc removed. .-;lruclIOn .i\)in;~ he dclimxJ ill Cl1I1'::'lrUCl.iol1 OlH.;ulllcnls dlgl 1" con.\lrut:l<.::d ~l.\ 1't:qllifCd. 1\1lj' JcviillJun;-: ;-;l1ould h;; ;qlprOVc.J ,--:."..' by lh(: ~llgint;1;r (.lr ((rchil~cl. 'r.. ~..... to. 0 ACI 318 Building Code and commentary ~;. '.,,- :~li:,; MOO C11 -:JC10C:: 1'7:C1'7 PAGF _ P,il IIlU. NIVERSAL Project No.: 34034-001-01 . Report No.: A4444-0201 ENGINEERING SCIENCES Sample No.: A4444 .. .' ' Consultants In: Geotechnical Engineering. Environmental SCiences. Date 1 st Issue: 2-15-05 Construction Materials Testing. Ttlreshold Inspection Date 2nd Issue: 3-8-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida I DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 II Date Sampled: 2-1-05 Time Sampled; 1:06 pm I Sampled By: Kevin Wagoner Slump: 5.5 inches I FIELD Truck No.: 22155 Air Content (by volume): __ I & Ticket No.: 92005263 Concrete Temperature: 76 . II I LAB Time Batched: 12:15 pm No. of Cylinders Cast 4 II II DATA Quantity of Load: 7 cu. yds. Ambient Temperature: 74 I II Waler Added At Site: -- Weather Condition: Sunny II Contractor: - Admixture: -- Ii Supplier: Rinker II Location of Placement: Foolings , Sample: east footings I Test I I Avg. Max. Compressive I Age Type of Dimen. X-Sect. Compressive Strength Average I , Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 2.8.05 7 3 5.992 28.20 76440 2710 . I TEST 3-1-05 28 3 6.00 28.27 109430 3870 ~ i RESULTS 3-1-05 28 3 6.00 28.27 119600 4230 4050 ~ I H I II REMARKS This Form Conf~rms With ASTM C 39 _" ij '.\\1/ UJT ~7 tJl llJ7 f" : /. 'i ,/1 \ /5.,\ A~\ 4 i i5 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5:::: Columnar m~~~~~a~~~'e'- Project No.: 34034-001-01 Report No.: A4411-0131 Sample No.: A4411 Date 1st Issue: 2-11-05 Construction Materials Testing '- Threshold Inspection Date 2nd Issue: 3-8-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites. L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project. Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida I DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 i I I Date Sampled: 1-31-05 Time Sampled: 1:10pm ,I Sampled By: Alfreda Davis Slump: 4 5/8 inches Ii FIELD Truck No.: 18601 Air Content (by volume): -- !I & Ticket No.: 92000975 Concrete Temperature: 79 II LAB Time Batched: 12:55 pm No. of Cylinders Cast: 4 DATA Quantity of Load: 4 cu. yds. Ambient Temperature: 78 Water Added At Site: -- We:olther Condition: Sunny II Contractor: -- Admixture: -- Supplier: Rinker Materials I Location of Placement Elevator pit II Test Avg. Max. Compressive II Age Type of Dimen. X~Sect. Compressive Strength Average I; Date Tested Days Fracture (in.) Area (in.) Load (lb..) (psi) (psi) 2-7-05 7 3 5.983 28.11 118030 4200 I Ii II TEST 2-28-05 28 3 6.00 28.27 174320 6170 6110 i II RESULTS 2-28-05 28 3 6.00 28.27 171140 6050 I H I I REMARKS This Form Conforms With ASTM C 39 M m r71 n m \ / \/ ~ I.i.! l6J U WJ /1 \ A""'\ ! ::: Cone, 2 ::: Cone & Split, 3 ::: Cone & Shear, 4::: Shear, 5::: Columnar m~~.~~~~~~~~,-_. Construction Materials Testing ~ Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: February 3, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 005A, 002CR, A4058, A4059. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorizatiocl No. 549 t~~/ ~ -t V~ ichard E. Hoaglin, P.e. STATE OF FLORIDA Registered Professiona, Eng;neer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 r-'\f'n~""Tr:,. '''TIn" ""'00"''"'''''' ,.,<=,.,^o.,.,,<=~,-n,.,_~_... .,._____"'_1 "''-__'_\'0'''''''" ''C'_' ".. -'__ .......,'-""""""J'-'""",_"_,'v,......'-v'-'u""'",,""_,.,'"""j.'v,, """"'''''''''''''-''''''''''''\''''''U'''''-VVl4.JI.UU" m~~~~~~!~~,"~",. UES Project No.: 34034-001-01 Construction Materials Testing. Ttlreshold Inspection Report No: 005A 820 Brevard Avenue. Rockledge, Florida 32955 Date: 1-26-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.75 Lab Time (hrs): 0.25 Travel Time (hrs): 0.75 Total Time (hrs): 1.75 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 1-13-05 Technician: Tim Hughes THRESHOLD INSPECTION - FOOTINGS As requested, a Universal Engineering Sciences Technician was present on site at the above referenced location and performed an inspection of the rebar placed for the footings at the following locations: Column line L to S and lines 2-8 and mats for elevator pits. All inspections confirm the proper placement of rebar as to project specs. Reinforcing Steel Inspection Checklist Universal Engineering Sciences Client VON>JitMJ Project Cp ~".' L,,< _'TllI' .,-,/.'.., -0_.., .',-.,,- ( Date /- I~S .. {.C' Project # '34D j,!f-OO I-Of i.i/ Detail # P' .L Detail # r C '2- G' -" Location ~./ i5.~-~, <" frJ\'t' '1' :~_ Location f,,~,~, i._. '; if "'z \~.c -: ~" , ,", ,~ '--:';:' , L) r G;, " : -,. ., (., l '.!. , . ''';' ,"', Checklist Sat. Unsat. Checklist Sat. Unsat. 1 . Correct size bars y 1 . Correct size bars v 2. Correct # of bars v 2. Correct # of bars !/ 3. Correct location of bars " 3. Correct location of bars v v 4. Correct splice length 1/ 4. Correct splice length (./ 5. Supported against displacement v 5. Supported against displacement 6. Bars are clean v' 6. Bars are clean ;,./ 7. Minimum clearance is met v 17. Minimum clearance is met I ;/ I I Comments: Comments: Detail # ~'r:..--2- Detail # Pc -l Location F~d' ,-, i;>'l (':'/ (1 Location '-~ ;,-,-( t-~",- 4;, { Checklist Sat. Unsat. Checklist Sat. Unsat. 1 . Correct size bars ,_/ 1. Correct size bars V' 2. Correct # of bars l../ 2. Correct # of bars ,/ 3. Correct location of bars , 3. Correct location of bars l/ 1 { v - 4. Correct splice length 'l/ 4. Correct splice length , y 5. Supported against displacement !/ 5. Supported against displacement " 6. Bars are clean , 6. Bars are clean ~/ 7. Minimum clearance is met 7. Minimum clearance is met "'/' Comments: Comments: Detail # P,.'L Detail # f^ -. C( -L Location P,-:.(, {-i".,,,. ('; f ,'1" ~ (2 Location F.,<~//r' .. ')' Checklist Sat. Unsat. Checklist Sat. Unsat. 1. Correct size bars ./ 1 . Correct size bars ' / y v 2. Correct # of bars v 2. Correct # of bars /./ 3. Correct location of bars , 3. Correct location of bars r/ 4. Correct splice length L/ 4. Correct splice length c/ ! 5. Supported against displacement 5. Supported against displacement '.' "" 6. Bars are clean ! 6. Bars are clean . . 7. Minimum clearance is met L,/ 7. Minimum clearance is met ., Comments: Comments: Reinforcing Steel Inspection Checklist Universal Engineering Sciences Client '\(o<"'''-l\'-<''v Project ,,",-,', .~,~ Date j-!3-o.r Project # S'{D3\\-Dot-Dl Detail # F (~L- Detail # <~.- "7 - Location r~(:/-i, j,'. __~ Z[' Locatiog. H(,,;-.,~,(., c._ "~-:-_,,,~I~ C","",^ ",., ./ ~'ir0!/yl~ ::Jllii?(:""i c.?L !-" vti'C'.\ Checklist Sat Unsat Checklist Sat Unsat 1. Correct size bars V 1. Correct size bars v 2. Correct # of bars V' 2. Correct # of bars V' 3. Correct location of bars \ ' ' 3. Correct location of bars '.' ~.. .. 'i 4. Correct splice length ,~ 4. Correct splice length [/ v 5. Supported against displacement v 5. Supported against displacement v 6. Bars are clean v 6. Bars are clean v~ F. Minimum clearance is met I..:::.J I V Minimum clearance is met I ;/ I I Comments: Comments: Detail # c, - -7 Detaii # Location 1:1~, ,,,\-n( '.\ ",,,,~.A- (~-!.~:i, \1\".( :J- i:-. c:: Location , Checklist Sat Unsat Checklist Sat Unsat 1. Correct size bars ;/ 1 . Correct size bars 2. Correct # of bars V 2. Correct # of bars 3. Correct location of bars/' 3. Correct location of bars 4. Correct splice length v' 4~ Correct splice length 5. Supported against displacement ' 5. Supported against displacement 6. Bars are clean ' 6. Bars are clean 7~ Minimum clearance is met:/ 7. Minimum clearance is met Comments: Comments: Detail # Detail # Location Location Checklist Sat Unsat Checklist Sat Unsat 1 ~ Correct size bars '1 . Correct size bars 2~ Correct # of bars 2. Correct # of bars 3~ Correct location of bars 3. Correct location of bars 4. Correct splice length 4. Correct splice length 5. Supported against displacement 5. Supported against displacement 6. Bars are clean 6. Bars are clean 7. Minimum clearance is met 7. Minimum clearance is met Comments: Comments: m~~~!~~~~,-"_. UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 002CR 820 Brevard Avenue. Rockledge. Florida 32955 Date: 1-19-05 (321) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 3.25 Lab Time (hrs): 0.25 Travel Time (hrs): 0.75 Total Time (hrs): 4.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 1-13-05 Technician: Kevin Wagoner As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the footings and elevator pits. While on site, the technician observed the general condition of the areas to be tested and cast 2 sets of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. There was 1.25 hours of standby time on site. The contractor was notified of the test results or a copy was left for their records. m U N IVE RSAL Project No.: 34034-001-01 Report No.: A4058-0113 ENGINEERING SCIENCES Sample No.: M058 Consultants In: Geotechnical Engineering" Environmental Sciences" Date 1 st Issue: 1-26-05 Construction Materials Testing" Threshold Inspection Date 2nd Issue: 820 Brevard Avenue. Rocl<ledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days I DATA Mix Design No. 1289870 I - I Date Sampled: 1-13-05 Time Sampled: 1:08 pm I I Sampled By: Kevin Wagoner Slump: 6.5 inches FIELD Truck No,: 18723 Air Content (by volume): -- ! I & Ticket No.: 91952757 Concrete Temperature: 78 I LAB Time Batched: 12:29 pm No. of Cylinders Cast 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 76 , I , I Water Added At Site: -- Weather Condition: Sunny I Contractor: -- Admixture: -- Supplier: Rinker I I Locatlon of Placement: Elevator pit/footings lines 1-8 I Sample: north elevator pit Test Avg. Max. Compressive Age Type of Dimen. XRSect. Compressive Strength Average , Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) I I 1-20-05 7 3 5.984 28.12 72340 2570 , . TEST 2-10-05 28 I RESULTS 2-10-05 28 II H I REMARKS This Fonn Conforms With ASTM C 39 II If' ltJ'T'l ~1Il/. u7' WJrTTI )< if: i I~ \ 6", ~ \ 4 ; 15 1 ::: Cone, 2 "" Cone & Split, 3 ::: Cone & Shear, 4::: Shear, 5::: Columnar m~~.~~~~~~~.~,~,-~. Project No.: 34034-001-01 Report No.: A4059-0113 Sample No.: A4059 Date 1st Issue: 1-26-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 j Date Sampled: 1-13-05 Time Sampled: 2:30 pm I : I Sam pled By: Kevin Wagoner Slump: -- FIELD Truck No.: 23691 Air Content (by volume): -- j & Ticket No.: 91953114 Concrete Temperature: -- I LAB Time Batched: 1:24 pm No. of Cylinders Cast: -- , DATA Quantity of Load: 10 cu. yds. Ambient Temperature: -- I Water Added At Site: -- Weather Condition: -- I Contractor: -- Admixture: -- Supplier: Rinker Location of Placement: Elevator pit'footings lines 1-8 : Sample: 3 at M.5 I Test Avg. Max. Compressive I Age Type of Dimen. X~Sect. Compressive Strength A~~rage Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) psi) I 1-20-05 7 3 5.988 28.16 88430 3140 , 2-10-05 28 TEST I RESULTS 2-10-05 28 H I II REMARKS 1 This Form Conforms With ASTM C 39 I I\J1 rn ,--;; D rn , , ltJ l6J LJ v /\ /\ 11 \ 1-3 " 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar ENGINEERING FOR ARCHITECTURE March 11, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from February 23,2005 through March 11, 2005. Please feel free to contact us at (321) 638-0808 with any questions. Best Regards, Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country" Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tJc-engineers.com Fax 321.639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 ENGINEERING FOR: ARCHl.nC'flJU THRESHOLD INSPECTION REPORT Project: Country Inn and Suites Field Report No: 1022305 I Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: February 23, 2005 Time: 11:30-12:30 pm WeatherlTemp: - Site Location: Cape Canaveral, FL Conformance with Schedule (+1-) - Present at Site: n/a Estimated % of Completion: . Work in Progress: - ITEMS INSPECTED: Inspected today were concrete reinforcements Columns 1st to 2"" floor: (2) C5 (2) C2 (4) C1 at main entrance col. Line 18-19/K to H - (2) C1 Col. Line 13/D & E(4) Col. Line E/7 thru 9.5 (1) C1 Col. Line G/14. , 1. Reinforcing was inspected for bar size, bar lap, and spacing of ties and harpins and umber of bars. No discrepancies noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: See Item 1 above. Iltems to Verify: Structural Drawing FG-4A. Information or Action Required: n/a Attachments: Discrepancy List Report By: Dwight Webster . ISpeciallnspector: 9aryC. Krueger, ~E_ u A.. , CL/. . ::ipeClallnspector #1 U69 /: {'" "7 ~ II v 1/ r - f ~ d L:\2005-Jobs\505022-Country Inn and Sultes\Threshold\022305.doc Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 THRESHOLD INSPECTION REPORT Project: Country Inn and Suites Field Report No: 031005 Permit No.: n/a Plans Examiner: n/a Project#: 505022 Date: March 10,2005 "me: 2:00 - 3:00 pm Weather/Temp:- Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) - Present at Site: n/a Estimated % of Completion: - Work in Prooress: - iTEMS iNSPECTED: jslab on grade/Remainder of grade beams col. Lines A to F/4 to 16. fA,1I reinforcement was inspected for bar size, number and spacing of bars, number and spacing of ties and clearance. No discrepancies noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: Items to Verify: Structural Drawing FG-4A Information or Action Required: n/a Attachments: Discrepancy list Report By: Dwight Webster / . Gary C. Krueger, PE &'.of _~ ,/I ~ Special Inspector: Speciallnspeclor #1 069 /f , ~l / ~r\ \~ I v V v 0 L:\2005-Jobs\505022-Country Inn and SuiteslThresholdl031005.doc Page 1 of 1 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of2 TLC/Unlversal require 2 sets (1 ea.) of starn /sealed structural dw s. 2 Augercast Piles In structural drawings Stamped/Sealed changes 1/19/05 show (2) #8 center bars. All piles were should be issued to UES/TLC. Installed with 1. 3 Grade Beams shown In plans require Please advise and create S/S 1/19/05 GB's be splayed open on top to form a changes and Issue same to all monollghlc pour when slab on grade Is parties. placed. The field gradebeams are s uare. 4 Gradebeams In plans are shown at 26" Please advise and create S/S 1/19/05 In width and the original reinforcing changes and Issue same to all bands/ stirrups are 21" In circumference parties. thus preventing the normal 3' of cover to all reinforced concrete permanently ex osed to soils. 5 Pllecaps listed as FG-3, 4, 5 and 6 - Please advise and Issue S/S 1/19/05 are shown In plans poured changes. monollthlcally Into slab. Pilecaps In field and square and formed to be poured se aratel from slab. 6 Several piles are not centered in the Please advise and Issue S/S 1/19/05 radebeams - a rex. 3"-6" off center. chan es. 7 (2) pilecap types FG-4 and FG-4A are Please advise and Issued S/S shown on steel drawings but not on changes. structural. They are different sizes but not shown on plans and the reinforcing Is the same amount & sizes. This will not work. 8 Received stamped set of structural Please verify. plans with several changes Incorporated (2) Items not addressed were (1) there are 2 sizes of pilecaps on steel plan take-offs with regards to 2 pile caps FG-4 and FG-4A. There is no FG-4A on structural drawings; only FG- 4. 9 The FG-1 and FG-3 pllecaps on new Please advise and Issue S/S plans are shown poured monollthlcally changes. with slab. The field form work does not reflect that. 10 Columns l' Floor (14) C1 Columns- No discrepancies noted. Col. Lines 9, 11, 13 G and at elevator walls. (4) C3 Columns - Col. Lines H&!<J20 & 21. Reinforcing was inspected for bar size, number of bars; barcap splice, spacing and size of stlrru s/tles. TI r _ t:~Ir"'M"'<=':"~'t"" <=,..,.n ^ ,..,,,,,,,........."'....",...,,.... ,....'-' - '-1~=lI''-l....r"'''.''' ,-v,", I""\r\'-'nlll::,-, I ....,,1:: 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.027 4 www.tlc~engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 2 11 Slab on grade - Col. Lines L to T/from 1 A reinspection is required prior to 11. At time of inspection no areas to concrete placement. were com lete. 12 There is also a question with regards to The Engineer of Record needs numerous electrical conduits in slab to approve the configuration of displacing concrete which is to be conduit to be acceptable. laced. 13 Slab on grade - Column Lines 1 to 8.25 The 900 hooks were added to all from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Sup!. Slated "E.OR determined with regards to grade beam FG-3 at M/1.5. that this grade beam was not ___....I_....l" JIt::t;:U~. 15 The electrical room slab has to be Universal did receive a faxed changed. copy of change order from E.OR 16 On plans S-5, the thickened edges at slab Need response from E.O.R. perimeter show the #5 bars in slab mat having hooks 900 tumed into FG-1/FG-3 beams. The mat in place has no hook bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. co!. Line M/1.5. This beam should have tied into the FG-2 at co!. Line 2. Due to the fact that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 have been cut off and the top (3) are laying ato the oured FG-2. 18 Reinforcing was inspecled for bar size, bar No discrepancies noted. lap, and spacing of ties and harpins and umber of bars 19 Columns 1 fir. C1 co!. Lines 9,11, 13 G & at No discrepancies noted. elevator walls; C3 co!. Lines H & Kl20 & 21. Reinforcing was inspected for bar size, number of bars, bar lap splice, spacing and size of stirru s/ties. 20 Slab on gradelremained or grade beams No discrepancies noted. Col. Lines A to F/4 to 16. All reinforcement was inspected for bar size, number & spacing of bars, number & spacing of ties and clearance. L.~~ /a;;c7r~eg,;,rpE, ct L\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConformanceltems.doc mg~~~~~~~~~-"" Construction Materia!s Testing. Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: April 21 ,2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 040A, 038GR, A5488, 036GR, A5343, 035CR, A5191, A5190. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorizatio~o. 549 " /) / / I.. ichard E. Hoaglin, P.E. STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 G:\CONSTRUCTiON SERViCES DEPARTMENT\Keport 1 ransmittal Sheets\34034-001--D1.doc [R{~%~~J[Q) mM~.~~~~~~_.. UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No.: 040A 820 Brevard Avenue' Rockledge, Florida 32955 Date Submitted: 4-16-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.25 Travel Time (hrs): 1.00 Total Time (hrs): 2.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-30-05 Technician: Allan Wassan As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of a masonry rebar inspection. After arriving onsite the technician was informed that the area was not ready to be tested and will be rescheduled at a later time. The contractor was notified of the test results or a copy was left for their records. mg~~~~:~~~~,c~". UES Project No.: 34034-001-01 Construction Matenals Testing. Ttlreshold Inspection Report No.: 038GR 820 Brevard Avenue. Rockledge. Florida 32955 Date Submitted: 4-08-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.75 Lab Time (hrs): 0.25 Travel Time (hrs): 0.50 Total Time (hrs): 1.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portvlew Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 03-24-05 Technician: Kevin Wagoner As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of grout testing for the placement of masonry block grout fill. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 3 prisms for compressive strength testing. The grout tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. - UNIVERSAL Project No.: 34034-001-01 Report No.: A5488-0324 ENGINEERING SCIENCES Sample No.: A5488 Consultants In; Geotechnical Engineering' Environmental Sciences Date 1st Issue: 04-18-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: Date 3rd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Final Issue: (321) 638-0808 Fax (321) 638-0978 COMPRESSIVE STRENGTH OF GROUT PRISIM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project. Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida I DESIGN Specified Strength 400 psi at 28 days Ticket 4000 psi at 28 days II DATA Mix Design No. 1293426 ! Date Sampled: 03-24-05 Time Sampled: 12:19pm Sampled By: Kevin Wagoner Slump: -- I FIELD Truck No.: 23691 Air Content (by volume): -- . & Ticket No.: 92157697 Concrete Temperature: 86 I LAB Time Batched: 11:54am No. of Prisims Cast 3 DATA Quantity of Load: 8 cubic yards Ambient Temperature: 74 Water Added At Site: -- Weather Condition: Cloudy I Contractor: -- Admixture: -- I Supplier: Rinker I I Location of Placement: Masonry Block Fill I Sample: East Wall, South End I Test Avg. Max. Compressive Age Type of Dimeo. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) I 03-31-05 7 2 3.39 11.50 39250 3410 TEST 04-21-05 28 RESULTS 04-21-05 28 . H REMARKS This Form Conforms With ASTM C 39 ~ OJ ,.---" ,.---" UJJ I I k;J tJ \ / j: I /~.\ (i /2 ;; / \ i i5 = Cone, 2 :::: Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 :::: Columnar m~~~~~~~~~,"-,. UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No.: 036GR 820 Brevard Avenue' Rockledge, Florida 32955 Date Submitted: 4-6-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.75 Lab Time (hrs): 0.25 Travel Time (hrs): 0.50 Total Time (hrs): 1.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-18-05 Technician: Kevin Wagoner As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of grout testing for the placement of masonry block fill. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 3 prisms for compressive strength testing. The grout tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m~~~~~~~~~,,~."". Project No.: 34034-001-01 Report No.: A5343-0318 Sample No.: A5343 Date 1 st Issue: 04-18-05 Construction Materials Testing" Threshold Inspection Date 2nd Issue: 820 Brevard Avenue" Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISIM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 , I ,I Date Sampled: 03-18-05 Time Sampled: 11:04am Sampled By: Kevin Wagoner Slump: -- FIELD Truck No.: 23691 Air Content (by volume): .. i & Ticket No.: 92140828 Concrete Temperature: 76 , LAB Time Batched: 10:45 am No. of Prisims Cast: 3 I DATA Quantity of Load: 8 cu. yds. Ambient Temperature: 64 I Water Added At Site; .. Weather Condition: Partly Cloudy I , Contractor: Admixture: .. Supplier: Rinker Location of Placement First Floor Masonry grout Test Avg. I Max. Compressive Age Type of Dimen. X-Sect. I Compressive Strength Average Date Tested Days Fracture (in.) AJea (in.) Load (Ibs.) (psi) (psi) ,I 03-25-05 7 2 3.39 11.55 38940 3370 , TEST 04-15-05 28 i RESULTS 04-15-05 28 , H REMARKS This Form Conforms With ASTM C 39 M n M n nil i ~ ~d~__1 ~ LJ UlJ /1 ", /l ' : :5 - . = Cone, 2 :: Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~~~~~~~~~~"""OCO". UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 035CR 820 Brevard Avenue. Rockledge, Florida 32955 Date: 4-5-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.75 Lab Time (hrs): 0.25 Travel Time (hrs): 0.50 Total Time (hrs): 1.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Centra! Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-18-05 Technician: Kevin Wagoner As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the placement of concrete in header beam. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m~~~~~~~~~~,"~" Project No.: 34034-001-01 Report No.: A5191-0311 Sample No.: A5191 Date 1 st Issue: 4-8-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 4-15-05 820 Brevard Avenue" Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, LLC. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days I DATA Mix Design No. 1289870 I I Date Sampled: 3-11-05 Time Sampled: 10:04 am Sampled By: Kevin Wagoner Slump: 6 inches FIELD Truck No.: 22346 Air Content (by volume): -- & Ticket No.: 92120817 Concrete Temperature: 76 LAB Time Batched: 9:42am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. Yards Ambient Temperature: 68 : Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: Supplier: Rinker Location of Placement: Slab on grade ! Sample: south wall 18' from east wall Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average ! Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 3-18-05 7 2 5.987 28.15 80140 2850 ! TEST 4-8-05 28 1 5.992 28.20 98210 3480 RESULTS 3630 I 4-8-05 28 2 5.993 28.4 106330 3770 H REMARKS This Form Conforms With ASTM C 39 ,.--." ...-,-. ~ D l1J \ / tlJ l6J \I .< .l. /;'\ ,5 ,; ::: Cone, 2 ::: Cone & Split, 3;:;: Cone & Shear, 4 :;: Shear, 5 ;:;: Columnar m~~~~?~~~~&_". Project No.: 34034-001-01 Report No.: A5190-0311 Sample No.: A5190 Date 1 st Issue: 4-8-05 Construction MgJerials Testing. Threshold Inspection Date 2nd Issue: 4-11-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321)638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portvlew Country Inn & Suites. L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket 3000 psi at 28 days DATA Mix Design No. 1289870 ~ Date Sampled: 3-11-05 Time Sampled: 9:18am Sampled By: Kevin Wagoner Slump: 7 1/5 inches FIELD Truck No.: 22155 Air Content (by volume): - il & Ticket No.: 92120331 Concrete Temperature: 75 LAB Time Batched: 8:45 am No. of Cylinders Cast: 4 II DATA Quantity of Load: 10 cu. Yards Ambient Temperature: I 66 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: I Supplier: Rinker I : Location of Placement Slab on grade Sample: north side center Test Avg. Max, Compressive Age Type of Dimen. X~Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) I 4-8-05 28 1 5.992 28.20 131210 4650 4760 4-8-05 28 1 5.994 28.21 137120 4860 I H REMARKS This Form Conforms With ASTM C 39 M PI PI PI \ ./ r71 ~ 1'2~J ~\I lJ LUJ /1 \ iiS / ' / ' ::; Cone, 2 ::; Cone & Split, 3 ::; Cone & Shear, 4 =: Shear, 5::; Columnar m~~~~~~~~~~"-,, Construction Materials Testing. Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: May 9, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 044Thresh, 037CR, A5818, 043Thresh, A5488, A5225. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Cl~Aut . af ~ No. 549 ghard E. Hoaglin, P.E. STATE OF FLORIDA Registered Professional Engineer No. 48796 n:-.._:i-. ..1.:__. UrbUJUULJUlf. Client 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTiON SERViCES DEPARTMENT\Report T,ansi-,-dt\a! S"BBls\34034-DOi-Oi.auG [g]~~~ilEI 0') f5iic7c~:I:='j UNIVERSAL ENGINEERING SCIENCES UES Project No.: 34034-001..01 Consuffants In: Geotechnical Engineering. Environmental Sciences Construction Materia! Testing' Threshold Inspection Report No: 044Thresh Date: 4-25-05 820 Brevard Avenue. Rockledge, Florida 32955 On-Site Time (hrs): 1.00 (321) 638-0808 Fax (321) 638-0978 Lab Time (hrs): n/a Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 4-20-05 Technician: Dwight Webster THRESHOLD Concrete Reinforcement Overhead beam at lobby elevator. Discrepancy noted on previous inspection was correctly repaired. CMU wall reinforcement 1" floor column lines 13 I K.8 to T, 9 I K.8 to T and elevators shear walls at 12.7 I M.5 Several rebar coming out of slab at 13 I K.8 to M are not within walls. (8) Bars need to be added by drilling and epoxying into slab a minimum of 3" A reinspection is required prior to grout placement. m~~~~~~~~.&~,"" UES Project No.: 34034-001-01 Construction Materials Testing" Threshold Inspection Report No: 037CR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 4-25-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.25 Travel Time (hrs): 0.50 Total Time (hrs): 1.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 04-14-05 Technician: Gary Sharar As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for masonry block fill. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 3 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m~~~~~~~~~~&_". Project No.: 34034-001-01 Report No.: A5818-0414 Sample No.: A5818 Date 1st Issue: 4-29-05 Construction Materials Testing" Threshold Inspection Date 2nd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portvlew Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd - Cape Canaveral, Brevard County, Florida [ DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days I DATA Mix Design No. 1293426 , I Date Sampled: 4.14-05 Time Sampled: 8:40am sampled By: Gary Sharar Slump: - FIELD Truck No.: 10023217 Air Content (by volume): -- I & Ticket No.: 92222327 Concrete Temperature: -- I LAB Time Batched: 7:35 am No. of prisms Cast: 3 DATA Quantity of Load: 8 cubic yards Ambient Temperature: 730 I Water Added At Site: -- Weather Conditinn: '::::;unny Contractor: RW Paul Admixture: -- I Supplier: Rinker Location of Placement: Masonry grout Sample: column lines L through T at 13 to 17 Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Arealln.) Load (Ibs.) (psi) (psil I 4-21-05 7 1 3.42 11.70 38250 3270 TEST RESULTS 5-13-05 28 5-13-05 28 II REMARKS This Form Conforms With ASTM C 39 M m r71 n m ' ' V' " ~ 1/1 \J I~',j L:J lli:J = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5::::: Columnar UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering' Environmental Sciences UES Project No.: 34034-001-01 Construction Materia! Testing' Threshold Inspection Report No: 043Thresh Date: 4-25-05 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): nla Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 4-13-05 Technician: Dwight Webster THRESHOLD CMU wall reinforcement 1 st floor column lines 13 to 17 at P, N, M and Land shearwalls at northeast stairwell walls. Reinforcing was inspected for bar size spacing of bars, lap, splices and c1eanouts. One discrepancy noted but is acceptable. Approximately 6 pieces of vertical reinforcing were larger than necessary (#8 vs. #6). Concrete Reinforcement (4) C-7 columns: 1st floor at entry column line 21 @ F, G, L & M. (1) 8X 1 6 beam at elevator header The reinforcing was inspected for bar size, lap, splice, length and cover. (1) Discrepancy noted: the left (south) end of beam does not have enough bearing. It should run into adjacent block wall. A reinspection is required prior to concrete placement. m~~~~~~~~~,&oc<~ Project No.: 34034-001-01 Report No.: A5488-0324 Sample No.: A5488 Date 1st Issue: 04-18-05 Construction Materials Testing. Ttlresrlold InspectIon Date 2nd Issue: 4-29-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISIM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida Ii DESIGN Specified Strength 400 psi at 28 days Ticket: 4000 psi at 28 days I DATA Mix Design No. 1293426 II Date Sampled; 03-24-05 Time Sampled: 12;19 pm I Sampled By: Kevin Wagoner Slump: -- FIELD Truck No.: 23691 Air Content (by volume): -- & Ticket No.: 92157697 Concrete Temperature: 86 I LAB Time Batched: 11:54am No. of Prisims Cast: 3 i DATA Quantity of Load: 8 cubic yards Ambient Temperature: 74 I Water Added At Site: -- Weather Condition: Cloudy Contractor: -- Admixture: -- I Supplier: Rinker Location of Placement: Masonry Block Fill I' Sample: East Wall, South End Test Avg. Max. Compiessive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (In.) Area (in.) Load (Ibs.) (psi) (psi) Ii 03-31-05 7 2 3.39 11.50 39250 3410 TEST 04-21-05 28 1 3.42 11.70 48230 4120 I 4230 RESULTS 04-21-05 28 2 3.44 11.85 51250 4330 i H Ii I REMARKS This Form Conforms With ASTM C 39 ! l2J UJ l2J D rn , ,,' i v /', i ;'1 ~\ /.1",\ ::: Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5::: Columnar m~~~~~~~~~~"~e",. Project No.: 34034-001-01 Report No.: A5225-0308 Sample No.: A5225 Date 1 st Issue: 03-28-05 Construction Matenals T esting ~ Threshold Inspection Date 2nd Issue: 04-27-05 820 Brevard Avenue. Rock!edge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days , DATA Mix Design No. 1307514 , II Date Sampled: 3-8-05 Time Sampled: 1:15pm Sampled By: Joe Beasley Slump: 7 inches I FIELD Truck No.: 10018723 Air Content (by volume): -- il & Ticket No.: 92110511 Concrete Temperature: 25 Ii LAB Time Batched: 12:02 pm No. of Cylinders Cast 4 II DATA Quantity of Load: -- Ambient Temperature: 80 I Water Added At Site: -- Weather Condition: Sunny .1 I Contractor: -- Admixture: Peia rock I Supplier: Rinker II Location of Placement Columns k-17.7,k.5-17. 7,k-18.5,k-7-18.9,j.7- 18.5 H -18,J3-12.5,J3.12,F-12.5,j.3-12.5,j.3-12 Sample: K-18.5 II Test ! ! Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 3-15-05 7 2 5.985 28.13 90120 3200 TEST 4-12-05 28 1 5.989 28.17 137110 4870 4830 RESULTS 4-12-05 28 2 5.990 28.18 134920 4790 H REMARKS This Form Conforms With ASTM C 39 .~ UJ ~ tJ lJJ \ /' J V /\ /1 \ " '. I = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~~~~~,~", Construction Materials Testing. Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: May 11, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 048Thresh, 045GR, A6113, 046CR, A5953, A5558, A5396, A5391, A5393, A5394. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engine~ Sciences, Inc. C"~te 0 yAC Z'. o. 549 ~h:rd E. Hoaglin, PE ) 1i:?r- TATE OF FLORIDA Registered Professional Engineer No. 48796 1""-.:_...._:1_. ....:_.__ UI~lIIUUUUfJ: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTION SERViCES DEPARTMENT\Repori Transmitiai Sheets\34034-o01-01.doc m~~~~~~~~~~""- UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 048Thresh 820 Brevard Avenue. Rockledge, Florida 32955 Date 5-6-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 1.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 4-25-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of CMU reinforcing inspections. All areas which had discrepancies, on previous inspection with regards to reinforcing out of cells were correctly repaired by epoxy-ing new bars within the eMU cells. EI3 g~~?~~~~~,-,~ UES Project No.: 34034-001-01 Report No.: 045GR Construction Matenal Testing' Threshold Inspection Date Submitted: 4-25-05 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0,75 Lab Time (hrs): 0.25 Travel Time (hrs): 0.75 Total Time (hrs): 1.75 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 4-25-05 Technician: Joe Beasley As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of grout testing for the placement of 4000 Design mix for cell fill. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 3 prisms for compressive strength testing. The grout tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m~~.~~~~~~."."..,", Project No.: 34034-001-01 Report No.: A6113-0425 Sample No.: A6113 Date 1st Issue: 5-03-05 Construction Matenals Testing" Threshold Inspection Date 2nd Issue: 820 Brevard Avenue. Rock!edge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISMS TEST SPECIMENS Client: Mr. Kent Oliver Porlview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida ~ DESIGN I Specified Strength 4000 psi at 28 days I Ticket: 4000 psi at 28 days i DATA Mix Design No. 1293426 ,I II Date Sampled: 4-25-05 Time Sampled: 7:45am I Sampled By: Joe Beasley Slump: 9.5" FIELD Truck No.: 1002455 Air Content (by volume): - & Ticket No.: 92254887 Concrete Temperature: 66 I LAB Time Batched: 7:00 am No. of Prisms Cast: 3 DATA Quantity of Load: -- Ambient Temperature: 55 I Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: - I Supplier: Rinker i Location of Placement: Masonry fill Sample: 1"ftoor 7 (L to S), 6 (K-R), 5 (L-S), 4 (L-S), 3 (L-S) Stair Q-15, Q-16 and S-16 I Test Avg. Max. Compressive Age Type of Dimen. X~Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 5-0?-05 7 1 3.43 11.80 32750 ?780 TEST RESULTS 5-19-05 28 5-19-05 28 , REMARKS This Form Conforms With ASTM C 39 rx1 m [2J n ITl /' ,,/1 \ ~ L.:......J LJ.:.J 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5;::: Columnar m~~~~~?~~~,~o,.>,. UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 046CR 820 Brevard Avenue" Rockledge, Florida 32955 Date: 4-26-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.75 Lab Time (hrs): 0.25 Travel Time (hrs): 0.50 Total Time (hrs): 1.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Centra! Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 04-21-05 Technician: Gary Sharar As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the slump and cylinders column lines 21 (F-M). While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m U N IVE RSAL Project No.: 34034-001-01 Report No.: A5953-0421 ENGINEERING SCIENCES Sample No.: A5953 . Consultants In Geotechnical Engineering' En,ironmental Sciences' Date 1st Issue: 5-02-05 Construction Materials Testing" Threshold Inspection Date 2nd Issue: 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6 X 12 CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Porlview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project" Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida r: DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days ' !I DATA Mix Design No. 1307514 _I I i , Date Sampled: 4-21-05 Time Sampled: 7:51 am I Sampled By: Gary Sharar Slump: 1 % " I , FIELD Truck No.: 10022340 Air Content (by volume): - I ' t & Ticket No.: 92245342 Concrete Temperature: 780 LAB Time Batched: 7:20 am No. of Cylinders Cast: 4 I DATA Quantity of Load: 6 cubic yards Ambient Temperature: 7]0 I Water Added At Site: 10 gal. after test Weather Condition: Sunny Contractor: RW Paul Admixture: -- , Supplier: Rinker I Column line F, G, H. JKL, M, 21 Location of Placement . , Sample: Southwest corner Ii Test II Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (lbs.) (psi) (psi) 4-28-05 7 1 5.985 28.13 98240 3490 TEST RESULTS 5-19-05 28 5-19-05 28 I REMARKS This Form Conforms With ASTM C 39 ri\71 mi 171 n fTIl )\J )~I ~t\1 L2-J 1115 I 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar mg~~~~~?e~~.~O"""' Project No.: 34034-001-01 Report No.: A5558-0401 Sample No.: A5558 Date 1 st Issue: 4-15-05 Construction Materials Testing;> Threshold Inspection Date 2nd Issue: 5-02-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portvlew Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days I DATA Mix Design No. 1289870 , Date Sampled: 04-01-05 Time Sampled: 8:45am ! I Sampled By: Chris Zamagias Slump: -- FIELD Truck No.: 2088 Air Content (by volume): - , & Ticket No.: 92182397 Concrete Temperature: 74 I , LAB Time Batched: 8:24am No. of Cylinders Cast: 3 DATA Quantity of Load: 8 cubic yards Ambient Temperature: 75 Water Added At Site: - Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker Location of Placement: Masonry grout Sample: C J L A-F 4 to 6 Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 4-08-05 7 2 3.34 11.20 36220 3230 TEST 4-29-05 28 1 3.39 11.50 38260 3330 3580 RESULTS 4-29-05 28 1 3.44 11.85 45350 3830 H REMARKS This Form Conforms With ASTM C 39 I M m III n nil , " f I I ii l:0J ~ ~ ~ lJ.J.:J 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~!~~~~~~,"_.. Project No.: 34034-001-01 Report No.: A5396-0322 Sample No.: A5396 Date 1st Issue: 04-14-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 04-27-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Porlview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket 3000 psi at 28 days DATA Mix Design No. 1289870 II II Date Sampled: 3-22-05 Time Sampled: 9:40 am Sampled By: Paul Hightower Slump: 8"' FIELD Truck No.: 18601 Air Content (by volume): -- i & Ticket No.: 92149267 Concrete Temperature: 80 ! i LAB Time Batched: 9:24 am No. of Cylinders Cast: 4 , DATA Quantity of Load: 10 cu. yards Ambient Temperature: 75 Water Added At Site: -- Weather Condition: Sunny ! i i Contractor: -- Admixture: -- , , Supplier: Rinker I, Location of Placement: slab ! Test Avg. Max. Compressive ii Age Type of Dimen. X-Sect. Compressive Strength Average il Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 3-29-05 7 1 5.992 28.20 90990 3230 I i , I TEST 4-19-05 28 2 5.993 28.21 129600 4590 , RESULTS 4680 ,1 4-19-05 28 1 5.995 28.23 134260 4760 , i I I I H I I I I I I 1 I REMARKS ThiS Form Conforms With ASTM C 39 r71 n fill M fill " X i ! u1J It..::J ~ lc6J l2.J 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~~~~~~,"~~, Project No.: 34034-001-01 Report No.: A5391-0322 Sample No.: A5391 Date 1st Issue: 04-14-05 Construction Materials Testing" Threshold Inspection Date 2nd Issue: 04-27-05 820 Brevard Avenue" Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Porlview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida r DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days I . II DATA Mix Design No. 1289870 II Date Sampled: 3-22-05 Time Sampled: 7:00 am Sampled 8y. Paul Hightower Slump: T I I FIELD Truck No.: 12855 Air Content (by volume): -- II II & Ticket No.: 92148083 Concrete Temperature: 71 . I LAB Time Batched: 6:45 am No. of Cylinders Cast: 4 . I DATA Quantity of Load: 10 cu. yards Ambient Temperature: 70 . Water Added At Site: - Weather Condition: Sunny Contractor: - Admixture: . Supplier: Rinker Location of Placement: slab Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area {in.} Load (ibs.) (psi) (psi) I 3-29-05 7 2 5.988 28.16 83940 2980 I I TEST 4-19-05 28 1 5.990 28.18 113540 4030 RESULTS 4130 4-19-05 28 2 5.992 28.20 118940 4220 I H REMARKS This Form Conforms With ASTM C 39 - M m r7l Pl m \ , Ii \/ 1\ ~ ~ ~ U W:J 1 \ 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~!~~~~~,"~".. Project No.: 34034-001-01 Report No.: A5393-0322 Sample No.: A5393 Date 1 st Issue: 04-14-05 Construction Materials Testing. Threshold Inspecllon Date 2nd Issue: 04-27-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Porlview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County. Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days I DATA Mix Design No. 1289870 I I Date Sampled: 3-22-05 Time Sampled: 8;12am Sampled By: Paul Hightower Slump: 8" I ! I FIELD Truck No.: 23691 Air Content (by volume): -- I & Ticket No.: 92148623 Concrete Temperature: 72 I LAB Time Batched: 7:55 am No. of Cylinders Cast: 4 : I DATA Quantity of Load: 10 cu. yards Ambient Temperature: 70 I I Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker I II : Location of Placement: slab If Test I Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) I r I 3-29-05 7 2 5.989 28.17 88310 3140 I TEST 4-19-05 28 1 5.988 28.16 109490 3890 RESULTS 3980 I 4-19-05 28 2 5.955 28.13 114302 4060 H REMARKS This Form Conforms With ASTM C 39 1\(1 m r7l n m i' I ,. If \J ~ ~ l2.J lJl:J " 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~~~~~~"c~~,. Project No.: 34034-001-01 Report No.: A5394-0322 Sample No.: A5394 Date 1st Issue: 04-12-05 Construction Matenals Testing. Threshold Inspection Date 2nd Issue: 04-27-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida ~I DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days ! DATA Mix Design No. 1289870 ,I " Date Sampled: 3-22-05 Time Sampled: 8:37 am Sampled By: Paul Hightower Slump: 9" , Air Content (by volume): FIELD Truck No.: 23664 -- & Ticket No.: 92148755 Concrete Temperature: 73 LAB Time Batched: 8:01 am No. of Cylinders Cast 75 DATA Quantity of Load: 10 cu. yards Ambient Temperature: 60 , Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- i Supplier: Rinker Location of Placement: 1st floor header beam Sample: left window header Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 3-29-05 7 2 5.990 28.18 89940 3190 , 4-19-05 28 1 5.993 28.21 114340 4050 TEST 4150 RESULTS 4-19-05 28 2 5.994 28.22 119960 4250 I H REMARKS This Form Conforms With ASTM C 39 ~ In In In In \v ~ ltJ U lJ ^ /, " 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 :::: Columnar m g~~~~~~~~~"s"""". Construction Materials Testing. Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321)638-0978 Project No.: 34034-001-01 Date Typed: March 23, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver p~l7t:\j,r~~f(;)t3>l.Jr"\try;ll1n .&SlJites, L. L. C2 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 016CR, A4550, 015CR, A4579. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorization No. 549 //l /J J '/ /"'J ( ~ichard E. Hoaglin, P.E. STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 G:\CONSTRUCT!ON SERViCES DEPARTMENT\Report Transmittal Sheers\34034-00i-Oi .doc m ~~~~~~~~~~"Sci"'''' UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 016CR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 2-11-05 (321) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 1.75 Lab Time (hrs): 0.25 Travel Time (hrs): 0.75 Total Time (hrs): 2.75 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 2-8-05 Technician: Bill Boyer As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the grade beams/pile caps. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m ~~~~~~~~~'~"SCi"C'" Project No.: 34034-001-01 Report No.: A4550-0208 Sample No.: A4550 Date 1 st Issue: 3-21-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 2-8-05 Time Sampled: 1 :30 pm Sampled By: William Boyer Slump: 6 inches FIELD Truck No.: 2195 Air Content (by volume): -- & Ticket No.: 92026592 Concrete Temperature: 75 LAB Time Batched: 1 :04 pm No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 73 V^vater Added At Site: -- \Neather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker Location of Piacement: Grade beams/pile caps I Sample: east center Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average . II I Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) I II 2-i 5-05 7 3 5.984 28. i2 82240 2930 3-8-05 28 4 5.988 28.16 103340 3670 I TEST RESULTS 3-8-05 28 3 5.989 28.17 108210 3840 3760 H REMARKS This Form Conforms With ASTM C 39 ~ QJ ~ D illJ i 1 i. = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~~.~~~~~~~'~"S"OO'''' UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 015CR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 2-9-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.25 Travel Time (hrs): 0.75 Total Time (hrs): 1.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 2-4-05 Technician: Randy Craven As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the footings northwest corner of building. \Nhile on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications witt, regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m ~'~.~~~~~~~~'ISci'CC'" Project No.: 34034-001-01 Report No.: A4579-0204 Sample No.: A4579 Date 1 st Issue: 3-21-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 2 -4-0 5 Time Sampled: 12:55 pm Sampled By: Randy Craven Slump: 5 inches FIELD Truck No.: 22697 Air Content (by volume): -- & Ticket No.: 92017281 Concrete Temperature: 82 LAB Time Batched: 12:30 pm No. of Cylinders Cast: 4 I DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 65 Water Added At Site: -- Weather Condition: Partly Cloudy Contractor: -- Admixture: -- Supplier: Rinker - Location of Placement: Footings in northwest corner of bldg. I Sample: northwest corner Test Avg. Max. Compressive Ii Age Type of Dimen. X-Sect. Compressive Strength AveraQe Date Tested Days Fracture tin \ Area (in.) Load (lbs.) (psi) ipc:i\ I \"1./ \ .....f rJODn 2-11-05 7 3 5.983 28.11 80360 .t:::.ovu TEST 3-4-05 28 4 5.985 28.13 107110 3810 RESUL TS 3-4-05 28 4 5.987 28.15 103990 3690 3750 I H REMARKS This Form Conforms With ASTM C 39 ~ QJ ~ D [[J I = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~~~~~~,,~,"~,. Construction Materials Testing' Ttlresrlold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: March 25, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 029DR, 0290. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authoriza~n No. 549 /1 _ / I/"} ,,1/ A ~/i ~ /1 , .~ __ iC.~;:; ~ - . ~.1 ichard E. Hoaglin, P.E. )(~ STATE OF FLORIDA Registered Professional Engineer No. 48796 ni""+I"';hll4-;__- LJI;:)lIIUUlIUII. Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 "1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 ~.\rn"'IC::TDllrTrn",[ CCO\/l{",CQ nCDhDT"At:t...IT\D",,,,,,,,,,+ T....,t"'\<'.-v'l;H..,1 C'h"''''+t'\':lJ1f''1':!A f"\('\-1 f'l'l ".I",,,, ...... \'V'.....".....', '...........' '.......,... ..........." v,................ ......'-, ,."", .VI...... "" ",.....1'-''"'' < "...' ''"'' ",n<..<. ....., ,..........c...,'v..,-vv-,--v>.J ,-v' .uv.... . . W ~~.~~~~~~~~"~"CC'" ~ . UES Project No. 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 029DR 820 Brevard Avenue. Rockledge, Florida 32955 Date Issued: 3-22-05 (321) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 0.75 Lab Tjme (hrs): 0.25 Travel Time (hrs): 0.50 Total Time (hrs): 1.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-10-05 Technician: Bill Boyer As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the pad subgrade. While on site, the technician observed the general condition of the areas to be tested and performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 95% of the maximum drj density per ASTM D1557. The Contractor was notified of the test results or a copy was left for their records. The density tests are attached to this report. . . m~~~~~~~~~~"&'M"" UES Project No. 34034-001-01 UES Report No. 0290 Date 3-22-05 . Construction Materials Testing' Threshold Inspection 820 Brevard Avenue . Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Report of In-Place Density Tests Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Area Tested: Pad subgrade Type of Test: Field: ASTM 0 2922 Laboratory: ASTM 0 1557 Date of Test: 3-10-05 Technician: Bill Boyer Requirements: 95% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. IT~ST LOCATiON TEST TEST PROCTOR FIELD DRY FIELD % RESULTS OF ELEV. THICKNESS # DENSITY MOISTURE COMPACTION (3) TEST (1 ) (IN) (2) (PCF) % !, 1 Center of front door 0 12 1 110.1 9.3 99 A 2 Northside of elevator pit 0 12 1 112.3 9.5 101 A 3 I Center of north wall 0 12 1 111.9 1.2 , 100 A 4 Northeast corner 0 12 1 110.6 8.4 100 A (1 ) Ref. Datum: 0= top of final grade (2) (3) Results Key I Maximum Optimum A. Compaction meets minimum requirements Dry Moisture B. Compaction does not meet minimum requirements Ii Proctor # Density Content I C. Moisture does not meet requirements 1 111 13 D. Recompaction required I , March 25, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOI...[) liNSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from March 18, 2005 through March 25, 2005. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, / Attachments Distribution: Client: 2 1: Mi. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 '1: RW Paul Construction, Inc; 58'1 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 THRESHOLD INSPECTION REPORT P . t Country Inn and Suites F" Id R rt N 031805 rOJec: Ie epo 0: Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: March 18, 2005 !rime: 9:30 - 11 :00 a.m. WeatherfTemp:- Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) - Present at Site: n/a Estimated % of Completion: - Work in Progress: - ITEMS INSPECTED: Concrete reinforcement overhead beams at Lobby area, Column Lines 18.7 and 20/H to K. 1. Inspected was bar size, number of bars, spacing of ties and clearance. Two (2) discrepancies were noted, pointed out to superintendent and immediately repaired correctly. CMU Walls & reinforcing Column Lines 1, 2 and 3/A to K 1. All reinforcing was inspected for bar size, bar cap, spacing of grouted cells and placement. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: The structural specifications call for a clean out at each reinforced cell. At the shear walls for the west stair well, the cleanouts are spaced at 16" instead of 8" as this is a shear wall with reinforcing at 8" o.C. Items to Verify: Structural Drawing FG-4A. Information or Action Required: n/a I ~ttachments: Discrepancy List Report By: Dwight Webster . Gary C. Krueger, PE .L1. /I ~ Special Inspector: Special Inspector #1 069 /\ ,......... I L-'1/)l/ , "(J tJ L:\2005-Jobs\505022-Country Inn and Suites\Threshold\031805.doc Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 THRESHOLD INSPECTION REPORT Project: Country Inn and Suites Field Report No: 032105 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: March 21,2005 1 :45 - 2:45 pm eatherfTemp: - Cape Canaveral, FL Conformance with Schedule (+/-) - Present at Site: n/a Estimated % of Completion: - orkin Pro ress: - ITEMS INSPECTED: 1. Concrete reinforcement 03200 - Slab-on-grade and associated grade beams. Column Lines 8 to 18 / F to T. Reinforcing was inspected for bar size, spacing, number of ties and clearance. A couple of minor discrepancies were noted, pointed out to supt. and immediately repaired correctly. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: See Note 1 above. Items to Verify: Structural Drawing FG-4A. Information or Action Required: n/a ttachments: Discrepancy List Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1 069 L:\2005-Jobs\505022-Country Inn and Suites\Threshold\032105.doc Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 THRESHOLD INSPECTION REPORT Project: Country Inn and Suites Field Report No: 032305 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: March 23, 2005 2:00 - 3:00 pm eatherlTemp: - Cape Canaveral, FL Conformance with Schedule (+/-) - n/a Estimated % of Completion: - orkin Pro ress: - ITEMS INSPECTED: 1. Concrete reinforcement 03200 - CMU wall reinforcement 1st floor walls Column Line 2 thru 6 / N to T. Reinforcing was inspected was bar size, spacing, bar caps & placement. No discrepancies noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: See Note 1 above. Items to Verify: Structural Drawing FG-4A. Information or Action Required: n/a Discrepancy List n'A1if"1ht \^,ohctor Ioo.ooo'"YVI::::1..t" Y 111' ........t.J~..........1 Gary C. Krueger, PE Special Inspector #1 069 L:\2005-Jobs\505022-Country Inn and Suites\Threshold\032305.doc Page 1 of 1 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 3 ill~ i< i^r"''';~''')~~~0~i r~i:J~~ ...~ii~~~~< /i il 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 stamp/sealed structural dwgs. 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 show (2) #8 center bars. All piles were should be issued to UES/TLC. installed with 1. 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 GB's be splayed open on top to form a changes and issue same to all monolighic pour when slab on grade is parties. placed. The field gradebeams are square. 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 in width and the original reinforcing changes and issue same to all bands/ stirrups are 21" in circumference parties. thus preventing the normal 3' of cover to all reinforced concrete permanently exposed to soils. b Pilecaps listed as I-G-3, 4, 5 and 6 - Please advise and issue S/S 1/19/05 are shown in plans poured changes. monolithically into slab. Pilecaps in field and square and formed to be poured separately from slab. 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 gradebeams - approx. 3"-6" off center. changes. 7 (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S shown on steel drawings but not on changes. structural. They are different sizes but not shown on plans and the reinforcing is the same amount & sizes. This will not work. 8 Received stamped set of structural Please verify. plans with several changes incorporated (2) items not addressed were (1) there are 2 sizes of pilecaps on steel plan take-offs with regards to 2 pile caps FG-4 and FG-4A. There is no FG-4A on structural drawings; only FG- 4. 9 The FG-1 and FG-3 pilecaps on new Please advise and issue S/S plans are shovJn poured monolithically r"h~nr1_~ I vIIOII~'Civ. I with slab. The field form work does not I reflect that. 10 Columns 1S1 Floor (14) C1 Columns- No discrepancies noted. Col. Lines 9, 11, 13 G and at elevator walls. (4) C3 Columns - Col. Lines H&K/20 & 21. Reinforcing was inspected for bar size, number of bars, barcap splice, spacing and size of I sti rru ps/ties. TLC - ENGiNEERiNG FOR ARCHiTECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 3 11 Slab on grade - Col. Lines L to T/from 1 A reinspection is required prior to 11. At time of inspection no areas to concrete placement. were com lete. 12 There is also a question with regards to The Engineer of Record needs numerous electrical conduits in slab to approve the configuration of displacing concrete which is to be conduit to be acceptable. laced. 13 Slab on grade - Column Lines 1 to 8.25 The 900 hooks were added to all from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.O.R. determined with regards to grade beam FG-3 at M/1.5. that this grade beam was not needed." 15 The electrical room slab has to be Universal did receive a faxed changed. copy of change order from E.O.R. 16 On plans S-5, the thickened edges at slab Need response from E.O.R. perimeter show the #5 bars in slab mat having hooks 900 turned into FG-1/FG-3 beams. The mat in place has no hook bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. col. Line M/1.5. This beam should have tied into the FG-2 at col. Line 2. Due to Ule fact that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 have been cut off and the top (3) are laying ato the oured FG-2. 18 Reinforcing was inspected for bar size, bar No discrepancies noted. lap, and spacing of ties and harpins and umber of bars 19 Columns 1 fir. C1 col. Lines 9, 11, 13 G & at No discrepancies noted. I elevator walls; C3 col. Lines H & Kl20 & 21. I Reinforcing was inspected for bar size, I number of bars, bar lap splice, spacing and I I size of stirru s/ties. 20 Slab on gradelremained or grade beams No discrepancies noted. Col. Lines A to F/4 to 16. All reinforcement was inspected for bar size, number & spacing of bars, number & spacing of ties and clearance. L\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 3 21 Concrete reinforcement overhead Two (2) discrepancies were beams at Lobby area, Column Lines noted, pointed out to 18.7 and 20/H to K. Inspected was bar superintendent and size, number of bars, spacing of ties immediately repaired correctly. and clearance. Two (2) discrepancies were noted, pointed out to The structural specifications call for superintendent and immediately a clean out at each reinforced cell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the cleanouts are spaced at 2 and 3/A to K - All reinforcing was inspected for bar size, bar cap, spacing of 16" instead of 8" as this is a shear routed cells and lacement. wall with reinforcing at 8" o.C. 22 Concrete reinforcement 03200 - Slab- A couple of minor on-grade and associated grade beams. discrepancies were noted, Column Lines 8 to 18/ F to T. ..........:....."'.........J .................. ..............&. "............J fJUlIlll::U UUllU ~UfJl. dllU Reinforcing was inspected for bar size, immediately repaired correctly. s acing, number of ties and clearance. 23 Concrete reinforcement 03200 - CMU No discrepancies noted. wall reinforcement 1 st floor walls Column Line 2 thru 6/ N to T. Reinforcing was inspected was bar size, spacing, bar caps & placement. L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc > m~~~~~~~~~~"&;~,,,, Construction Materials Testing' Threshold Inspection 820 Brevard Avenue . Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: March 30, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 031Thresh, 030Thresh, 026CR, A5090, A5091, A5092, A5093, 023CR, A4928. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorizatio~. 549 - ~ '} A /' J -, /J /r /k/ (;~ ~chard E. Hoaglin, P.E. . y-'i//.,rr STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 G:iCONSTRUCTiON SERViCES DEPARTMENTiReport fransmittal Sheetsi34034-001-01.doc m ~~~~~~~~~~"SCi"C'" UES Project No.: 34034-001-01 Construction Materials Testing. Ttlreshold Inspection Report No: 031Thresh 820 Brevard Avenue. Rockledge, Florida 32955 Date: 3-28-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): nfa Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-23-05 Technician: Dwight Webster THRESHOLD Concrete reinforcement CMU wall reinforcement, 151 floor walls Column lines 2 thru 6 / N to T Inspection was for bar size, spacing, bar laps and placement. f'Jodiscrepancies were noted. m~~~~~~~~~~"&i'",'" UES Project No.: 34034-001-01 Construction Matenals Testing. Threshold Inspection Report No: 030Thresh 820 Brevard Avenue. Rockledge, Florida 32955 Date: 3-28-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.50 Lab Time (hrs): nfa Travel Time (hrs): 1.00 Total Time (hrs): 2.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L..C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-18-05 Technician: Dwight Webster THRESHOLD Concrete reinforcement Overhead beams at lobby area. Column lines 18.7 and 20 / H to K. Inspection was for bar size, number of bars and spacing of ties and clearance. 2 discrepancies were noted pointed out to Supt and immediately repaired correctly. CMU walls / reinforcing Column lines 1, 2 and 3 from A to K. All reinforcing was inspected for bar size bar lap, and spacing of grouted cells and placement. The following discrepancy was noted. The structural specifications call for a c1eanout at each reinforced cell. At the shear walls for the west stairwell the cleanouts are spaced at 16" instead of 8" as this is a shear wall with reinforcing at 8" on center. m ~~.~~~~~~~'~"Sci"'''' UES Project No.: 34034-001-01 Construction Materia!s Testing' Threshold Inspection Report No: 02GeR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 3-8-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 3.00 Lab Time (hrs): 0.25 Travel Time (hrs): 1.00 Total Time (hrs): 4.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-3-05 Technician: Chris Zamagias As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the slab on grade northwest section. While on site, the technician observed the general condition of the areas to be tested and cast 4 sets of 4 cylinders for compressive strength testing. The concrete tested on this day WrlS fOllnrl to hA in rlr.r.orrlrlnr.A with thA nrniAr.t nl::ms ::lnrl snAr.ifir::ltinns with rpn::lrrl tn ..-.- .--...- -- -- ... ~--_._~.._- ...... ...- ""'-J--' I....~..- -..- -,...--...--..-..- ...... .~~_.- .- batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. . . mUN~ IVERSAL ProjectNo.:: 34034-001-01 Report No.: A5090-0303 ENGINEERING SCIENCES Sample No.: ~ A5090 Consultants In: Geotechnical Engineering. Environmental Sciences . Date~1st Issue: 3-22-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-3-05 Time Sampled: 10:40 am Sampled By: Chris Zamagias Slump: 4.5 inches FIELD Truck No.: 23708 Air Content (by volume): -- & Ticket No.: 92097733 Concrete Temperature: 68 LAB Time Batched: 10:20 am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 60 Water Added At Site: -- Weather Condition: Cloudy Contractor: -- Admixture: -- I Supplier: Rinker I Location of Placement: Slab on grade Sample: northwest corner Test Avg. Max. Compressive Age Type of Oimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) ~ ~ Area (in.) Load (ibs.) (psi) (psi) ~ 1n nt:;, 7 ':l: c:. aQA ')Q 1") 7h.t:::Ali '100n V- J V-V V I V ..J.>JV"'T LV. I "- I ...bJ"TV IC-UVV TEST 3-31-05 28 RESULTS 3-31-05 28 H I i REMARKS This Form Conforms With ASTM C 39 ~[]~D[[] := Cone, 2 := Cone & Split, 3 := Cone & Shear, 4 := Shear, 5 := Columnar , , I;gUNIVERSAL : Project No.: 34034-001-01 Report No.: A5091-0303 ENGINEERING SCIENCES Sample No.: A5091 Consultants In: Geotechnical Engineering' Environmental Sciences' Date 1 st Issue: 3-22-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida I DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-3-05 Time Sampled: 11 :05 am Sampled By: Chris Zamagias Slump: 5.5 inches FIELD Truck No.: 12855 Air Content (by volume): -- & Ticket No.: 92097903 Concrete Temperature: 68 I LAB Time Batched: 10:39 am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 60 II Water .A.dded At Site: -- Weather Condition: Cloudy II Contractor: -- Admixture: -- II Supplier: Rinker I I Location of Placement: Slab on grade Sample: northwest corner Test i Avg. Max. Compressive II Age Type of Dimen. X-Sect. Compressive Strength Average II Date Tested Davs Fracture (in.) Area (in.) Load (ibs.) (psi) (psi) I ":1:1Ilnt:; 7 ':2: kOQO 0Q-17 7'2-1 An I")C(Hl II v~ IV~Vv J v v..o:.JUv ~u. I I I v I ""'tV LVUU I II TEST 3-31-05 28 I I RESULTS 3-31-05 ~ I REMARKS This Form Conforms With ASTM C 39 ~[IJ~D[[] '" Cone, 2 '" Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar F . m g~~~~~~~~~"sc"cc",. Project No.: 34034-001-01 Report No.: A5092-0303 Sample No.: A5092 Date 1 st Issue: 3-22-05 . Construction Materials Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue . Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 I Date Sampled: 3-3-05 Time Sampled: 11:30 am Sampled By: Chris Zamagias Slump: 5.5 inches FIELD Truck No.: 23708 Air Content (by volume): -- & Ticket No.: 92098106 Concrete Temperature: 68 LAB Time Batched: 11 :09 am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 60 Water Added At Site: 8 gallons Weather Condition: Cloudy Contractor: -- Admixture: -- Supplier: Rinker Location of Placement: Slab on grade Sample: center I Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average II Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II ?: 1r\..nh. 7 '0 c:: noe I")C} oi'"l 60140 2140 I II ....,~ IV-Vo,J oJ ;';.~OJ LO.IJ '[ I TEST 3-31-05 28 I RESULTS 3-31-05 28 i H I I, REMARKS This Form Conforms With ASTM C 39 ,-,- I ~ [IJ [2J D [[] '" Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar , , (;II g~~~~~~~~,~"s"'cc,,. Project No.: 34034-001-01 Report No.: A5093-0303 Sample No.: A5093 Date 1st Issue: 3-22-05 Construction Materials Testing . T~lreshold Inspection Date 2nd Issue: 820 Brevard Avenue . Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-3-05 Time Sampled: 12:15 pm Sampled By: Chris Zamagias Slump: 5 inches FIELD Truck No.: 23708 Air Content (by volume): -- & Ticket No.: 92098375 Concrete Temperature: 68 LAB Time Batched: 12:01 pm No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 60 Water Added ,II.! Site: -- Weather Condition: Cloudy Contractor: -- Admixture: -- Supplier: Rinker Location of Placement: Slab on grade Test Avg. Max. Compressive Age Type of Dimen, X -Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in,) Load (Ibs.) (psi) (psi) 3-10-05 7 3 5.982 28.10 80990 2iiiiO TEST 3~31~O5 28 I RESULTS 3-31-05 28 H i II REMARKS I This Form Conforms With ASTM C 39 I 1\\. ii] m 171 fTl m l{J ~ l6J LJ LJ = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~~~~~~~~~~~"Sci"C'" UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 023CR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 3-7.05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.25 Travel Time (hrs): 0.75 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 2-23-05 Technician: Alfreda Davis As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for column at rear of bldg. north column wall. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications \vith regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m ~~~~~~~~~~'~"S';"C"'" Project No.: 34034-001-01 Report No.: A4928-0223 Sample No.: A4928 Date 1st Issue: 3-22-05 Construction Materials Testing. Ttlrestlold Inspection Date 2nd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 2-23-05 Time Sampled: 12:58 pm Sampled By: Alfreda Davis Slump: 7 inches FIELD Truck No.: 18722 Air Content (by volume): -- & Ticket No.: 92073575 Concrete Temperature: 86 LAB Time Batched: 12:30 pm No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 81 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker Materials I Location of Placement: Columns rear of building north column wall ; I Sample: north columns wall I Test Avg. Max. Compressive I Age Type of Dirnen. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area (in.) Load (ibs.) (psi) (psi) 3-2-05 7 3 5.990 28.18 Cl'21Af'I ,,),,)"'l{\ !! u"JI""tV ,JulU II TEST 3-23-05 28 II RESULTS II 3-23-05 28 H I I I I I II Ii REMARKS This Form Conforms With ASTM C 39 II ~ QJ [2J rTl UJJ \ ./ . :: ~ LJ i \ /1 . i3 \" = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~:~~~~,&,OO'''' Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: April 12, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 032Thresh, A4928. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate?f Authorization)"Jo. 549 /'1 /I ~ (~~~/! ~Chard E. Hoaglin, P.E. '('Ii 1..- k- STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 G:\CONSTRUCTiON SERViCES DEPARTMENT\Report Transmittai Sheers\34034-00i-Oi .doc m~~~~~~~~~~.&;,",,,, UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 032Thresh 820 Brevard Avenue' Rockledge, Florida 32955 Date: 4-1-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): n/a Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3/21/05 Technician: Dwight Webster r THRESHOLD Concrete reinforcement Slab on grade and associated grade beams. Column lines 8 to 18 F to T. Inspection was for bar size, spacing, number of ties and clearance. Minor discrepancies were noted pointed out and immediately repaired correctly. UNIVERSAL Project No.: 34034-001-01 Report No.: A4928-0223 ENGINEERING SCIENCES Sample No.: A4928 Consultants In: Geotechnical Engineering' Environmental Sciences Date 1st Issue: 3-22-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: 4-01-05 Date 3rd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Final Issue: (321) 638-0808 Fax (321) 638-0978 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 2-23-05 Time Sampled: 12:58 pm Sampled By: Alfreda Davis Slump: 7 inches FIELD Truck No.: 18722 Air Content (by volume): -- & Ticket No.: 92073575 Concrete Temperature: 86 LAB Time Batched: 12:30 pm No. of Cylinders Cast 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 81 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker Materials Location of Placement Columns rear of building north column wall Sample: north columns wall Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (!bs.) (psi) (psi) 3-2-05 7 3 5.990 28.18 93140 3310 TEST 3-23-05 28 2 5.991 28.19 131410 4660 RESULTS 4800 3-23-05 28 1 5.994 28.22 139470 4940 H REMARKS This Form Conforms With ASTM C 39 r::----7i m ~ r1"""rI \/ ~ rJ WJ ' i ; i l6J l\, : I 1\ /2^'" / \ /1 \ i 15 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar Sel/er/'a / April 15, 2005 /lofed City of Cape Canaveral Jeff Ct"en C1r~ Chief Building Official 0xY ~ :S> Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florit Universal Project No. 34034-001-01 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from March 31, 2005 through April 13, 2005. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, d ~ , -. /'" . - .---~ /GErfy q; Kru~r, fjE, eM LEED@ AP Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Bouievard . Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 033105 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: March 31 , 2005 1 :45 pm eatherJTemp: Clear/84F Cape Canaveral, FL Conformance with Schedule (+/-) - n/a Estimated % of Completion: - orkin Progress: ITEMS INSPECTED: The following wall locations were inspected for overall dimensions, reinforcing placement, size, location, and reinforcing clearances: 1. First floor walls at southeast stair tower (mark W-1) 2. First floor wall on grid 6 from C to E (mark W-5) 3. First floor wall on grid E from 4 to 13 (mark W-5) 4. First floor wall on grid 10 from C to E (mark W-5) II work completed appears to be in substantial conformance with the design drawings and specifications except as noted below. I ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: ertical bars were missing over openings in wall on grid 6 and grid 4. This item was corrected in the field. Items to Verify: none Information or Action Required: none ttachments: N/A Report By: Matthew N. Christianson ISpeciallnspector: Gary C. Krueger, PE I Special inspector #1 069 Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 THRESHOLDmSPECnONREPORT Project: Country Inn & Suites Field Report No: 041305 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: April 13, 2005 Time: 1 :15 - 2:15 pm WeatherfTemp: - Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: - Estimated % of Completion: - Work in ProQress: iTEMS iNSPECTED: 1. CMU Wall Reinforcement - 04200 _1st Floor. Column Lines 13 to 17/ P, N, M & Land shearwalls @ NE stairwell walls. 2. Reinforcing was inspected for barsize spacing of bars, lap/splices and cleanouts. One discrepancy noted - but is acceptable. Approx. 6 pieces of vertical reinforcing were larger than necessary #8 vs #6. 3. Concrete reinforcement - 03200. (4) C-7 Columns 1st floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: The reinforcing was inspected for bar size, lap, splice, length and cover. (1) discrepancy noted: The left (south) end of beam does not have enough bearing. It should run into adjacent blockwall. A reinspection is required prior to concrete placement. I Inone ! 'Items to Verify: Information or Action Required: none ttachments: N/A Report By: Dwight Webster Special Inspector: Gary C. Krueger, PI::. I Special Inspector #1 069 Page 1 of 1 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 3 JJIII~]. ii 77 ,~, '''' !!I~l~,., 1111,., ,;u " 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 stamp/sealed structural dwqs. 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 show (2) #8 center bars. All piles were should be issued to UES/TLC. installed with 1. 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 GB's be splayed open on top to form a changes and issue same to all monolighic pour when slab on grade is parties. placed. The field gradebeams are square. 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 in width and the original reinforcing changes and issue same to all bands/ stirrups are 21" in circumference parties. thus preventing the normal 3' of cover to all reinforced concrete permanently exposed to soils. &:: Pilecaps listed as FG-3, 4, 5 and 6 - Please advise and issue SIS 1/19/05 v are shown in plans poured changes. monolithically into slab. Pilecaps in field and square and formed to be poured separately from slab. 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 gradebeams - approx. 3"-6" off center. chanqes. 7 (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S shown on steel drawings but not on changes. structural. They are different sizes but not shown on plans and the reinforcing is the same amount & sizes. This will not work. 8 Received stamped set of structural Please verify. plans with several changes incorporated (2) items not addressed were (1) there are 2 sizes of pilecaps on steel plan take-offs with regards to 2 pile caps FG-4 and FG-4A. There is no FG-4A on structural drawings; only FG- 4. 9 The FG-1 and FG-3 pilecaps on new Please advise and issue S/S olans are shown DOllred mnnnlithir.;:tllv r.h;:tnnA<:: I I I I I ~ith ~I~b. -Th~' fi~d f~~~ '~~;'rk d-~'~~-~~t ! -. .-. .,,-_. reflect that. 10 Columns 1st Floor (14) C1 Columns- No discrepancies noted. Col. Lines 9, 11, 13 G and at elevator walls. (4) C3 Columns - Col. Lines I H&K120 & 21. Reinforcing was inspected for bar size, number of bars, I I I I barcap splice, spacing and size of I I I I stirrups/ties. I I I I TI,.... t::ldr-I"I~~nl"'r- 1"'"'-""" A.....,-".....,......"'....."......... I .......... ~ ";"!'\II'-,;JI''''I...L..r\II'\II'-.:J' rVr\ f""\r\vnl! CIv I u"c 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.t1c-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 3 11 Slab on grade - Col. Lines L to T/from 1 A reinspection is required prior to 11. At time of inspection no areas to concrete placement. were com lete. 12 There is also a question with regards to The Engineer of Record needs numerous electrical conduits in slab to approve the configuration of displacing concrete which is to be conduit to be acceptable. placed. 13 Slab on grade - Column Lines 1 to 8.25 The 900 hooks were added to all from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.O.R. determined with regards to grade beam FG-3 at M/1.5. that this grade beam was not needed." 15 The electrical room slab has to be Universal did receive a faxed changed. copy of change order from EO.R. 16 On plans S-5, the thickened edges at slab Need response from EO.R. perimeter show the #5 bars in slab mat having hooks 900 turned into FG-1/FG-3 beams. The mat in place has no hook bars. 17 Plans show an FG-3 grade beam at approx. Need response from EO.R. col. Line M/1.5. This beam should have tied into the FG-2 at co!. Line 2. Due to the fact that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 I have been cut off and the top (3) are laying ato the oured FG-2. 18 Reinforcing was inspected for bar size, bar No discrepancies noted. lap, and spacing of ties and harpins and umber of bars 19 Columns 1 fir. C1 co!. Lines 9, 11, 13 G & at No discrepancies noted. elevator walls; C3 co/. Lines H & K/20 & 21. Reinforcing was inspected for bar size, number of bars, bar lap splice, spacinQ and ! ! I ! Si7A of stirn J s/ties. .. . - I 20 Slab on grade/remained or grade beams No discrepancies noted. Col. Lines A to F/4 to 16. All reinforcement was inspected for bar size, number & spacing of bars, number & spacing of ties and clearance. L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 3 21 Concrete reinforcement overhead Two (2) discrepancies were beams at Lobby area, Column Lines noted, pointed out to 18.7 and 20/H to K. I nspected was bar superintendent and size, number of bars, spacing of ties immediately repaired correctly. and clearance. Two (2) discrepancies were noted, pointed out to The structural specifications call for superintendent and immediately a c1eanout at each reinforced cell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the c1eanouts are spaced at 2 and 3/A to K - All reinforcing was 16" instead of 8" as this is a shear inspected for bar size, bar cap, spacing of wall with reinforcing at 8" o.c. routed cells and lacement. 22 Concrete reinforcement 03200 - Slab- A couple of minor on-grade and associated grade beams. discrepancies were noted, Column Lines 8 to 18/ F to T. pointed out to supt. and Reinforcing was inspected for bar size, immediately repaired correctly. s acing, number of ties and clearance. 23 Concrete reinforcement 03200 - CMU No discrepancies noted. wall reinforcement 15t floor walls Column Line 2 thru 6/ N to T. Reinforcing was inspected was bar size, spacing, bar ca s & lacement. 24 The following wall locations were All work completed appears to inspected for overall dimensions, be in substantial conformance reinforcing placement, size, location, with the design drawings and I and reinforcing clearances: specifications except as noted 1. First floor walls at southeast below. stair tower (mark W-1) 2. First floor wall on grid 6 from C Vertical bars were missing over to E (mark \!V-5) openings in wall on grid 6 and grid 3. First floor wall on grid E from 4 4. This item was corrected in the to 13 (mark W-5) field. 4. First floor wall on grid 10 from C to E mark W-5 25 eMU Wall Reinforcement - 04200 - 15 The reinforcing was inspected Floor. Column Lines 13 to 17 / P, N, M for bar size, lap, splice, length & Land shearwalls @ NE stairwell and cover. (1) d isr:n'!n~lnr.v ! ! ! ! walls. Reinforcing was inspected for ! noted: The left -(;~~t.~)-~~d of barsize spacing of bars, lap/splices and beam does not have enough cleanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-r ....... I ...st 1". .. _... I I I I ~olumns 'I' Tloor at entry L;01. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. L:\2005-Jobs\505022-Counhy Inn and Suites\Threshold\TableNonConform.doc m ~~~~~~~~~~.&;,;",. Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: April 18, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 034CR, A5187, A5188, A5189, A5190, A5191, 033CR, A5225, A5092, A5093, A5095, A5091, 5090. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorizat~~. 549 /'1"':./1 / //B// / 0 L __-. !:iChard E. Hoaglin, P.E. ~/It6r STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 G:\CONSTRUC liON SERVICES DEPARTMENT\Report Transmittal Sheets\34034-001-01.doc m ~~~~~~~~~~'S';OO'''' UES Project No.: 34034-001-01 Construction Materials Testing' Ttlreshold Inspection Report No: 034CR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 4-1-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 3.25 Lab Time (hrs): 0.25 Travel Time (hrs): 0.50 Total Time (hrs): 4.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-11-05 Technician: Kevin Wagoner As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the placement of concrete slab on grade.. While on site, the technician observed the general condition of the areas to be tested and cast 5 sets of 4 cylinders for cornpressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m~~~~~~~~~~~~,",w. Project No.: 34034-001-01 Report No.: A5187-0311 Sample No.: A5187 Date 1st Issue: 4-8-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 4-11-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-11-05 Time Sampled: 7:17 am Sampled By: Kevin Wagoner Slump: 5 Yz inches FIELD Truck No.: 17205 Air Content (by volume): -- & Ticket No.: 92119413 Concrete Temperature: 72 LAB Time Batched: 6:55 am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. Yards Ambient Temperature: 58 I Water Added At Site: -- Weather Condition: Sunny I Contractor: -- Admixture: Supplier: Rinker I Location of Placement: Slab on grade I I Sample: west side 15' off south wall I Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II II 3-18-05 7 2 5.985 28,13 60310 2140 !I 'I TEST 4-8-05 28 2 5.995 28.23 119220 4220 4210 II RESULTS 4-8-05 28 1 5.987 28.15 117920 4190 H Ii REMARKS This Form Conforms With ASTM C 39 1\ /'1 ---..-......---- [7l [[] [JJ ! lliJ I ! l //';( \'\, "I" U ! i //2 "'\. i i5 : , = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~~~~~~~~~"~"",,. Project No.: 34034-001-01 Report No.: A5188-0311 Sample No.: A5188 Date 1st Issue: 4-8-05 Construction Materials Testing' Thresflold Inspection Date 2nd Issue: 4-11-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321)638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-11-05 Time Sampled: 7:44 am Sampled By: Kevin Wagoner Slump: 6 inches FIELD Truck No.: 22340 Air Content (by volume): -- & Ticket No.: 92119817 Concrete Temperature: 72 LAB Time Batched: 7:35 am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. Yards Ambient Temperature: 58 I \/Vater Added At Site: -- Weather Condition: Sunny I Contractor: -- Admixture: Supplier: Rinker I Location of Placement: Slab on grade Sample: 15' from west wall, 30' from south wall II Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II 3-18-05 7 2 5.989 28.19 68830 2440 !! II TEST 4-8-05 28 2 5.988 28.16 114250 4060 4140 RESULTS 4-8-05 28 1 5.987 28.15 118420 4210 I H I REMARKS This Form Conforms With ASTM C 39 ~ rTl ~ tJ W \\ .if it.., lbJ ; II ' \ i /''\. /1 \ /.5"'-., ;3 .\.\ i is / '\ = Cone. 2 = Cone & Split, 3 = Cone & Shear. 4 = Shear, 5 = Columnar mg~~~~~~~~~"Soi,""" Project No.: 34034-001-01 Report No.: A5189-0311 Sample No.: A5189 Date 1 st Issue: 4-8-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 4-11-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-11-05 Time Sampled: 8:42 am Sampled By: Kevin Wagoner Slump: 7 inches FIELD Truck No.: 18430 Air Content (by volume): -- & Ticket No.: 92120114 Concrete Temperature: 74 LAB Time Batched: 8:35 am No. of Cylinders Cast: 4 I DATA Quantity of Load: 10 cu. Yards Ambient Temperature: 60 Water Added At Site: -- Weather Condition: Sunny II Contractor: -- Admixture: II Supplier: Rinker I Location of Placement: Slab on grade I Sample: 30' from west wall on south I Test Avg. Max. Compressive II Age Type of Dimen. X-Sect. Compressive Strength Average II Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 3-18-05 7 1 5.989 28.17 69730 2480 ii I' TEST 4-8-05 28 2 5.994 28.73 114970 4070 4130 I RESULTS 4-8-05 28 1 5.995 28.73 118250 4190 II H I REMARKS This Fonn Conforms With ASTM C 39 I \. c'/ W ~ LJ WJ \ /' I! \/ /< ;\ I ; l ,/1 ~\~ ",1~'\.." /3 , ! 15 , , /' " , , = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~~~~~~"&j""'" Project No.: 34034-001-01 Report No.: A5190-0311 Sample No.: A5190 Date 1st Issue: 4-8-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 4-11-05 820 Brevard Avenue' Rock/edge, F/orida 32955 Date 3rd Issue: (321) 638-0808 Fax (321)638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-11-05 Time Sampled: 9:18 am Sampled By: Kevin Wagoner Slump: 7 1/5 inches FIELD Truck No.: 22155 Air Content (by volume): -- & Ticket No.: 92120331 Concrete Temperature: 75 LAB Time Batched: 8:45 am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. Yards Ambient Temperature: 66 I Water Added At Site: -- Weather Condition: Sunny II Contractor: -- Admixture: 'I II Supplier: Rinker I Location of Placement: Slab on grade I Sample: north bank center Test Avg. Max. Compressive II Age Type of Dimen. X-Sect. Compressive Strength Average nate Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II 3-18-05 7 2 5.985 28.13 173970 6190 !I 'I TEST 4-8-05 28 1 5.992 28.20 131210 4650 4760 I RESULTS 4-8-05 28 1 5.994 28.21 137120 4860 II H Ii REMARKS This Form Conforms With ASTM C 39 f\1 I I I ~ I~ I 111J '\ ~/ LiSJ I}~J /~<, i I i/~" '\\ : I /' \-. : 15 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~~~~~~'&i"'",' Project No.: 34034-001-01 Report No.: A5191-0311 Sample No.: A5191 Date 1st Issue: 4-8-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 4-15-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 I Date Sampled: 3-11-05 Time Sampled: 10:04 am Sampled By: Kevin Wagoner Slump: 6 inches FIELD Truck No.: 22346 Air Content (by volume): -- & Ticket No.: 92120817 Concrete Temperature: 76 LAB Time Batched: 9:42 am No. of Cylinders Cast: 4 I DATA Quantity of Load: 10 cu. Yards Ambient Temperature: 68 I Water Added At Site: -- Weather Condition: Sunny II Contractor: -- Admixture: II Supplier: Rinker II Location of Placement: Slab on grade II Sample: south wall 18' from east wall Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II 3-18-05 7 2 5.987 28.15 80140 2850 II 4-8-05 28 1 5.992 28.20 98210 3480 TEST 3630 RESULTS 4-8-05 28 2 5.993 28.4 106330 3770 H GARKS This Form Conforms With ASTM C 39 r---1 ,.......,--, ....---,. ,........,--... ill] \\... /// lJI ; tJ ,- if Y ,(/ : , I ] f , i5 1\ l'..'\...., ,/1 \ 'L '\ ;3 ", r ~ = Cone, 2 = Cone & Split. 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~~~~~~"S'i~'''' UES Project No.: 34034-001-01 Construction Materials Testing . Threshold Inspection Report No: 033CR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 4-1-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.75 Lab Time (hrs): 0.25 Travel Time (hrs): .25 Total Time (hrs): 2.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Centra! Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 3-8-05 Technician: Joe Beasley As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the placement of pea rock 4000 design mix, approximately 6.0 yards, cI K-17.7. cI K.5-17.7, cI K5-18.5, cI K. 7-18.9, cI J.7- 18.5, cI H-18, cI J.7-12.5, cI J.3-12.5, cI J.3-12 While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day \^/as found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. There was 0.75 hour of standby time on site. The contractor was notified of the test results or a copy was left for their records. m ~~~~~~~~~~"S';"'''' Project No.: 34034-001-01 Report No.: A5225-0308 Sample No.: A5225 Date 1st Issue: 3-28-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 3-8-05 Time Sampled: 1:15 pm Sampled By: Joe Beasley Slump: 7 inches '. FIELD Truck No.: 10018723 Air Content (by volume): -- & Ticket No.: 92110511 Concrete Temperature: 25 LAB Time Batched: 12:02 pm No. of Cylinders Cast: 4 I DATA Quantity of Load: -- Ambient Temperature: 80 II Water Added At Site: -- Weather Condition: Sunny II Contractor: -- Admixture: Peia rock II Supplier: Rinker II II Location of Placement: Columns k-17. 7,k.5-17.7,k-18.5,k-7-18.9,j.7- 18.5 H -18,J3-12.5,J3.12.j7-12.5,j.3-12.5,j.3-12 II Sample: K-18.5 I Test Avg. Max. Compressive II Age Type of Dimeo. X-Sect. Compressive Strength Average I! Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) I' ii 3-15-05 7 2 5.985 28.13 901?0 3200 !I 'I TEST 4-12-05 28 RESULTS 4-12-05 28 H II REMARKS This Form Conforms With ASTM C 39 ~ Ii l6J tJ llU ,/ LbJ / /;\\ }"'. /.1, j'\..- ;3 '\. 15 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar U N IVE RSAL Project No.: 34034-001-01 Report No.: A5092-0303 ENGINEERING SCIENCES Sample No.: A5092 Consultants In: Geotechnical Engineering' Environmental Sciences Date 1st Issue: 3-22-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: 04-13-05 Date 3rd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Final Issue: (321) 638-0808 Fax (321) 638-0978 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida I DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-3-05 Time Sampled: 11 :30 am Sampled By: Chris Zamagias Slump: 5.5 inches FIELD Truck No.: 23708 Air Content (by volume): __ & Ticket No.: 92098106 Concrete Temperature: 68 LAB Time Batched: 11 :09 am No. of Cylinders Cast: 4 I DATA Quantity of Load: 10 cu. yds. AmbienlTemperature: 60 II Water Added At Site: 8 qallons Weather Condition: Cloudy II Contractor: -- Admixture: -- il Supplier: Rinker II Location of Placement Slab on grade I Sample: center II Test I Avg. Max. Compressive II Age Type of Dimeo. X-Sect. Compressive Strength Average II Date Tested Days Fracture (in.) Area (in.) Load {Ibs.} (psi) (psi) II 3-10-05 7 3 5.985 28.13 60140 2140 II I TEST 3-31-05 28 2 5.987 28.18 112060 3980 4100 . RESULTS 3-31-05 28 1 5.990 28.10 118420 4210 H REMARKS This Form Conforms With ASTM C 39 I~ llJ' ltj' tJ/ - [[]i I \ / I I . ' V . /. ,I /\ I ,'. i' /1 '\ /,f.",-. /~ \ 4 i 15 , Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar UNIVERSAL Project No.: 34034-001-01 Report No.: A5093-0303 ENGINEERING SCIENCES Sample No.: A5093 Consultants In: Geotechnical Engineering' Environmental Sciences Date 1st Issue: 3-22-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: 04-13-05 Date 3rd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Final Issue: (321) 638-0808 Fax (321) 638-0978 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-3-05 Time Sampled: 12:15 pm Sampled By: Chris Zamagias Slump: 5 inches FIELD Truck No.: 23708 Air Content (by volume): -- & Ticket No.: 92098375 Concrete Temperature: 68 LAB Time Batched: 12:01 pm No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 60 Water Added At Site: -- Weather Condition: Cloudy I I Contractor: Admixture: I -- -- Supplier: Rinker I I Location of Placement: Slab on grade I Test II Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average II Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II 3-10-05 7 3 5.982 28.10 80990 2880 II TEST 3-31-05 28 2 5.984 28.12 191150 6800 I! RESULTS I 6930 3-31-05 28 1 5.985 28.13 198210 7050 H REMARKS This Form Conforms With ASTM C 39 1\71 m r71 Pl nTl \ / @ '\ ! I x ~ ~.d~.,.J ~ I A I lliJ /' \ ; i ~ ,/ 1 "\\ )' . L..:..-J = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar UNIVERSAL Project No.: 34034-001-01 Report No.: A5095-0303 ENGINEERING SCIENCES Sample No.: A5095 Consultants In: Geotechnical Engineering' Environmental Sciences Date 1st Issue: 04-13-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: Date 3rd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Final Issue: (321) 638-0808 Fax (321) 638-0978 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4500 psi at 28 days Ticket: 4500 psi at 28 days DATA Mix Design No. 1260469 Date Sampled: 03-03-05 Time Sampled: 12:00 am Sampled By: Joe Beasley Slump: 6 inches FIELD Truck No.: 10017317 Air Content (by volume): -- & Ticket No.: 92098208 Concrete Temperature: 63 LAB Time Batched: 11:33am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 58 Water Added At Site: -- Weather Condition: Cloudy I Rain Contractor: -- Admixture: -- Supplier: Rinker Location of Placement: Column Pad F.5 Sample: F.5 Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) '1)-05 7 3 5.987 28.15 109430 3890 28 2 5.991 28.18 185440 6580 6650 28 1 5.993 28.20 189220 6710 H · C 39 III I i I J nnar UNIVERSAL Project No.: 34034-001-01 Report No.: A5091-0303 ENGINEERING SCIENCES Sample No.: A5091 Consultants In: Geotechnical Engineering' Environmental Sciences Date 1 st Issue: 3-22-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: 04-13-05 Date 3rd Issue: 820 Brevard Avenue' Rock/edge, Florida 32955 Final Issue: (321) 638-0808 Fax (321) 638-0978 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-3-05 Time Sampled: 11:05 am Sampled By: Chris Zamagias Slump: 5.5 inches FIELD Truck No.: 12855 Air Content (by volume): -- & Ticket No.: 92097903 Concrete Temperature: 68 LAB Time Batched: 10:39 am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. yds. Am bient T em perature: 60 I Water Added At Site: -- Weather Condition: Cloudy I Contractor: -- Admixture: -- I Supplier: Rinker I' Location of Placement: Slab on grade II I Sample: northwest corner ; II Test Avg. Max. Compressive II Age Type of Dimen. X-Sect. Compressive Strength Average Ii Date Tested Davs Fracture (in.) Area (in.) Load (Ibs.) (psi) ( psii 3-10-05 7 3 5.989 28.17 73140 2600 !! TEST 3-31-05 28 2 5.990 28.18 129430 4590 RESULTS 4710 3-31-05 28 1 5.992 28.20 136140 4830 I H I REMARKS This Form Conforms With ASTM C 39 f\ /1 nl W D rn II ~ lbJ i I" X / ~\ \ /1 \ A" ~ " / , = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 :;: Columnar UNIVERSAL Project No.: 34034-001-01 Report No.: A5090-0303 ENGINEERING SCIENCES Sample No.: A5090 Consultants In: Geotechnical Engineering' Environmental Sciences Date 1st Issue: 3-22-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: 04-13-05 Date 3rd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Final Issue: (321) 638-0808 Fax (321) 638-0978 COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 3-3-05 Time Sampled: 10:40 am Sampled By: Chris Zamagias Slump: 4.5 inches FIELD Truck No.: 23708 Air Content (by volume): -- & Ticket No.: 92097733 Concrete Temperature: 68 II LAB Time Batched: 10:20 am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cu. yds. Ambient Temperature: 60 Ii Water Added At Site: -- Weather Condition: Cloudy II Contractor: -- Admixture: -- II Supplier: Rinker II Location of Placement: Slab on grade II Sample: northwest corner II Test Avg. Max. Compressive II Age Type of Dimen. X-Sect. Compressive Strength Average II Date Tested Days Fracture (in.) Area (in.; Load (ibs.) (p~ij (psi) II .. 3-10-05 7 3 5.984 28.12 75540 2890 !! TEST 3-31-05 28 1 5.987 28.15 166990 5930 5970 RESULTS 3-31-05 28 2 5.990 28.18 169430 6010 H REMARKS This Form Conforms With ASTM C 39 \ :1 [lJ D UD \ l \{ i i l/\\ i I ^" h /1 \ fi "', = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar II) ~~.~~~~~~~~~"&i""~' Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321)638-0978 Project No.: 34034-001-01 Date Typed: April 29, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 042GR, A5678, 041A, 039GR, A5558, A5343, A5335. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. chard E. Hoaglin, P.E. TATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 G:\CONSTRUGTION SERVICES DEPARTMENTlReport Transmittal Sheets\34034-001-01.doc W ~~.~~~~~~~~"Sci,"'''. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No.: 042GR 820 Brevard Avenue' Rockledge, Florida 32955 Date Submitted: 4-21-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.75 Lab Time (hrs): 0.25 Travel Time (hrs): 0.75 Total Time (hrs): 1.75 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 4-7-05 Technician: Bill Boyer As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of grout testing for the 1 sl floor block walls. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 3 prisms for compressive strength testing. The grout tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. UNIVERSAL Project No.: 34034-001-01 ENGINEERING SCIENCES Report No.: A5678-0407 Sample No.: A5678 Consultants In: Geotechnical Engineering' Environmental Sciences Date 1st Issue: 4-23-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321)638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 4-7-05 Time Sampled: 8:15 am Sampled By: Bill Boyer Slump: - ;;." FIELD Truck No.: 2195 Air Content (by volume): -- & Ticket No.: 92200088 Concrete Temperature: 81 LAB Time Batched: 7:45 am No. of prisms Cast: 3 DATA Quantity of Load: 8 cubic yards Ambient Temperature: 78 I Water Added At Site: Weather Condition: II -- -- Contractor: -- Admixture: -- I Supplier: Rinker Location of Placement: Masonry grout Sample: southwest corner I Test I Avg. Max. Compressive II Age Type of Dimen. X-Sect. Compressive Strength Average Ii Date Tested Days Fracture (in.) Area (in.) Load (lbs.) (psi) (psi) 4-14-05 7 2 3.56 12.68 69430 5480 Ii TEST I RESULTS 5-5-05 28 5-5-05 28 REMARKS This Form Conforms With ASTM C 39 r\71 m 171 VI nTl ' , .I '- -' ! ! \/ I I/~\J I} I k6J I I Iii I I I ; I 1/ ",J ~ w.:J = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~~~~~~'~i~'''' UES Project No.: 34034~OO1-01 Construction Materials Testing. Threshold Inspection Report No.: 041A 820 Brevard Avenue. Rock/edge, Florida 32955 Date Submitted: 4-20-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 9.45 Lab Time (hrs): 0.25 Travel Time (hrs): 2.00 Total Time (hrs): 11.45 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 4-5-05 Technician: Allan Wassan As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of reinforced steel inspection at the following locations: Walls line (11,12,13) from line (8.5 - 0.5). \^/alls line (0) between line (14 - 17) and line (G - F) between line (10 - 13). Stairway at line (14 - 16) from line (B -C). Verified above noted locations are in compliance with the approved structural drawings as noted on S - 0 special inspection procedure note 4. m~~~~~~~~~'~~&i,""" UES Project No.: 34034-001-01 Construction Materials Testing. Threshold tnspection Report No.: 039GR 820 Brevard Avenue. Rockledge. Florida 32955 Date Submitted: 4-15-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.25 Travel Time (hrs): 1.00 Total Time (hrs): 2.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 04-01-05 Technician: Chris Zamagias As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of grout testing for the block walls. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 3 prisms for compressive strength testing. The grout tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test res.uits or a copy was left for their records. mUNIVERSAL Project No.: 34034-001-01 Report No.: A5558-04-01-05 ENGINEERING SCIENCES Sample No.: A5558 Consultants In: Geotechnical Engineering. Environmental Sciences. Date 1st Issue: 4-15-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, LL.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 400 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1289870 Date Sampled: 04-01-05 Time Sampled: 8:45am Sampled By: Chris Zamagias Slump: __ FIELD Truck No.: 2088 Air Content (by volume): -- & Ticket No.: 92182397 Concrete Temperature: 74 LAB Time Batched: 8:24am No. of Cylinders Cast: 3 DATA Quantity of Load: 8 cubic yards Ambient Temperature: 75 Water Added At Site: -- Weather Condition: Sunny II Contractor: -- Admixture: -- Ii Supplier: Rinker I Location of Placement: Masonry grout Sample: C / L A-F 4 to 6 I ~ I Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) I 1'1 3-29-05 7 2 3.34 11.20 36220 3230 TEST DES'" TC 4-29-05 28 II ., UL",.v II H REMARKS This Form Conforms With ASTM C 39 [J,>( [1]J [ZJ.A~ D~/ WJi I /1 \ . "ij '-"" <:~ \.. 4. .... : ; 5 > ". .-/.. - '."., f \; .... : ! = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar UNIVERSAL Project No.: 34034-001-01 Report No.: A5343-0318 ENGINEERING SCIENCES Sample No.: A5343 Consultants In: Geotechnical Engineering' Environmental SCiences Date 1st Issue: 04-18-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: 4-23-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISIM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd, - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 03-18-05 Time Sampled: 11 :04 am Sampled By: Kevin Wagoner Slump: -- FIELD Truck No.: 23691 Air Content (by volume): -- & Ticket No.: 92140828 Concrete Temperature: 76 LAB Time Batched: 10:45 am No. of Prisims Cast: 3 I DATA Quantity of Load: 8 cu. yds. Ambient Temperature: 64 Water Added At Site: -- Weather Condition: Partly Cloudy II Contractor: -- Admixture: II Supplier: Rinker I -. Location of Placement: First Floor Masonry grout I Test I .4.."g. Max. Compressive II Age Type of Dimen. X-Sect. Compressive Strength Averaae I Date Tested Days Fracture (in.) Area (in.) Loa'd (Ibs.) (psi) (psi) I I 03-25-05 7 2 3.39 11.55 38940 3370 04-15-05 28 1 3.42 11.75 59630 5080 I Ii TEST II 5210 RESULTS 04-15-05 28 2 3.35 11.50 61250 5330 I H REMARKS This Form Conforms With ASTM C 39 f\/1 III r-I1 PI nTl \ . II 1\1 I I I l6J III I ^ I! r'/~ \ t,/2^',,,1 Ii" ~ Ul:J = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar UNIVERSAL Project No.: 34034-001-01 ENGINEERING SCIENCES Report No.: A5335-0318 Sample No.: A5335 Consultants In: Geotechnical Engineering' Environmental SCiences Date 1st Issue: 4-11-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: 4-23-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 3-08-05 Time Sampled: 10:00am Sampled By: KW Slump: 5 FIELD Truck No.: 2088 Air Content (by volume): -- & Ticket No.: 92140310 Concrete Temperature: 78 LAB Time Batched: 9:45am No. of Cylinders Cast: 4 I DATA Quantity of Load: 3.5 yd. Ambient Temperature: 60 I Water Added At Site: Weather Condition: Cloudy -- Contractor: - Admixture: Supplier: Rinker ~ LOLiC:~}Wl", --;:.,,~, DI~,....cH'-.;~.~ni.> is' fl<:'dl heaaer be~lm - . . - I Sample: left,winds\'! header Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psif II I 3-25-05 I 7 2 5.987 28.15 80140 2850 II I TEST 4-15-05 28 1 5.996 28.24 154620 5480 5560 RESULTS 4-15-05 28 2 5.997 28.25 159250 5640 I I H REMARKS This Form Conforms With ASTM C 39 QJ W D ~ ~ WJ I ;'\ ! ! i I ; ;5 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar ENGINEERING FOR ARCHiTECTURE May 12, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from April 20, 2005 through April 25, 2005. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ENGHtEERHlG fOR AR<:IIIHcrUIlC THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 042005 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: April 20, 2005 Time: 1 :15 - 2:15 pm Weatherrremp: - Site Location: Cape Canaveral, FL Conformance with Schedule (+1-) - Present at Site: - Estimated % of Completion: - Work in Progress: ITEMS INSPECTED: 1. Concrete reinforcement - 03200 - Overhead beam at lobby elevator. Discrepancy noted on previous inspection was correctly repaired. 2. CMU Masonry 4200 _1st floor column line 13/K.8 to T, 9/K.8 to T, and elevator shear walls at 12.7 IM.5 ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: 1. Several rebar coming out of slab at 13/K.8 to M are not within walls (8) bars need to be added by drilling to epoxying into slab a minimum of 3". A reinspection is required at this area prior to placement of grout. Items to Verify: none Ilnformation or Action Required: none ! lAttachments: N/A Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE ~ C/~~~ Spedallnspector #1 069 /\J \, UCl , f Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 EtHiHUERHIG 1'01 AflOllTUTUjUi THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 042505 Permit No.: nla Plans Examiner: nla Project #: 505022 Date: April 25, 2005 Time: 8:00 - 8:30 WeatherlTemp: - Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) - Present at Site: - Estimated % of Completion: - Work in Proaress: ITEMS INSPECTED: 1. CMU Reinforcing Inspections. 1st floor column line 6 thru 91 L to T. All reinforcing was inspected for bar size, cap and placement. No discrepancies noted. 2. All areas which had discrepancies on previous inspections with regards to reinforcing out of cells were correctly repaired by epoxying new bars within the CMU cells. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: See items 1 & 2 above. ! I Items to Verify: none Information or Action Required: none ttachments: NiA Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1069 Page 1 of 1 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 4 NOI Description Corrective Action Req'd. Date Date No. Occurred Resolved 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 stamp/sealed structural dWQs. 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 show (2) #8 center bars. All piles were should be issued to UESITLC. installed with 1. 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 GB's be splayed open on top to form a changes and issue same to all monolighic pour when slab on grade is parties. placed. The field gradebeams are square. 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 in width and the original reinforcing changes and issue same to all bands/ stirrups are 21" in circumference parties. thus preventing the normal 3' of cover to all reinforced concrete permanently exposed to soils. 5 Pilecaps listed as FG-3, 4, 5 and 6 - Please advise and issue S/S 1/19/05 are shown in plans poured changes. monolithically into slab. Pilecaps in field and square and formed to be poured separately from slab. 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 Qradebeams - approx. 3"-6" off center. chanQes. 7 (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S shown on steel drawings but not on changes. structural. They are different sizes but not shown on plans and the reinforcing is the same amount & sizes. This will not work. 8 Received stamped set of structural Please verify. plans with several changes incorporated (2) items not addressed were (1) there are 2 sizes of pilecaps on steel plan take-offs with regards to 2 pile caps FG-4 and FG-4A. There is no FG-4A on structural drawings; only FG- 4. 9 The FG-1 and FG-3 pilecaps on new Hease advise and issue S/S plans are shown poured monolithically changes. I I I ! with slab. The field form work does not ! reflect that. 10 Columns 1st Floor (14) C1 Columns- No discrepancies noted. Col. Lines 9, 11, 13 G and at elevator walls. (4) C3 Columns - Col. Lines H&K/20 & 21. Reinforcing was inspected for bar size, number of bars, h........,........_ ...._Ii,...._ ,....__,...i....._ __,J ...:__ ....c I I I I I I UOI VOl-' "'I-'''v''' , "'I-'Ovll'8 QIIU ;::OIL\:: UI I I I stirrups/ties. I I I I TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 4 NCI ...... Corrective Action ~eq'd. Q~t~ Date NO. > Occurred Resolved ...... ...... 11 Slab on grade - Col. Lines L to T/from 1 A reinspection is required prior to 11. At time of inspection no areas to concrete placement. were complete. 12 There is also a question with regards to The Engineer of Record needs numerous electrical conduits in slab to approve the configuration of displacing concrete which is to be conduit to be acceptable. placed. 13 Slab on grade - Column Lines 1 to 8.25 The 900 hooks were added to all from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.OR determined with regards to grade beam FG-3 at M/1.5. that this grade beam was not needed." 15 The electrical room slab has to be Universal did receive a faxed changed. copy of change order from E.O.R. 16 On plans S-5, the thickened edges at slab Need response from E.O.R. perimeter show the #5 bars in slab mat having hooks 900 turned into FG-1/FG-3 beams. The mat in place has no hook bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. col. Line M/1.5. This beam should have tied into the FG-2 at col. Line 2. Due to the fact that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 have been cut off and the top (3) are laying atop the poured FG-2. 18 Reinforcing was inspected for bar size, bar No discrepancies noted. lap, and spacing of ties and harpins and umber of bars 19 Columns 1'" fir. C1 col. Lines 9, 11, 13 G & at No discrepancies noted. elevator walls; C3 c.ol. Lines H & K/20 & 21. Reinforcing was inspected for bar size, number of bars, bar lap splice, spacing and size of stirrups/ties. ! 20 ! Slab on grade/remained or grade beams ! No discrepancies noted. I I ! Col. Lines A to F/4 to 16. All reinforcement was inspected for bar size, number & spacing of bars, number & spacing of ties and clearance. L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 4 NCI ... Correc::tive Action Req'd. Date Date No. .........././ Occurred ResolVed c< ii 21 Concrete reinforcement overhead Two (2) discrepancies were beams at Lobby area, Column Lines noted, pointed out to 18.7 and 20/H to K. Inspected was bar superintendent and size, number of bars, spacing of ties immediately repaired correctly. and clearance. Two (2) discrepancies were noted, pointed out to The structural specifications call for superintendent and immediately a c1eanout at each reinforced cell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the c1eanouts are spaced at 2 and 3JA to K - All reinforcing was 16" instead of 8" as this is a shear inspected for bar size, bar cap, spacing of wall with reinforcing at 8" o.c. grouted cells and placement. 22 Concrete reinforcement 03200 - Slab- A couple of minor on-grade and associated grade beams. discrepancies were noted, Column Lines 8 to 18/ F to T. pointed out to supt. and Reinforcing was inspected for bar size, immediately repaired correctly. spacing, number of ties and clearance. 23 Concrete reinforcement 03200 - CMU No discrepancies noted. wall reinforcement 1 st floor walls Column Line 2 thru 61 N to T. Reinforcing was inspected was bar size, spacinQ, bar caps & placement. 24 The following wall locations were All work completed appears to inspected for overall dimensions, be in substantial conformance reinforcing placement, size, location, with the design drawings and and reinforcing clearances: specifications except as noted 1. First floor walls at southeast below. stair tower (mark W-1) 2. First floor wall on grid 6 from C Vertical bars were missing over to E (mark W-5) openings in wall on grid 6 and grid 3. First floor wall on grid E from 4 4. This item was c.orrected in the to 13 (mark W-5) field. 4. First floor wall on grid 10 from C to E (mark W-5) 25 CMU Wall Reinforcement - 04200 _1s, The reinforcing was inspected Floor. Column Lines 13 to 17 I P, N, M for bar size, lap, splice, length & Land shearwalls @ NE stairwell and cover. (1) discrepancy walls. Reinforcing was inspected for noted: The left (south) end of h..,.S;..,.... s""'~;"g ~{: h~~S I~p/~p';~~~ ~-d I bea~ do~~ not h~ve e~~ugh ! ! I UOI 'L.'" fJOull1 VI UQI ,10 ,'> IIvt::~ all deanouts. One discrepancy noted - bearing. It shoula run Into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-7 Columns 1 st floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at I I I I I I elevator header. ! , I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 4 of 4 NCI Description Corrective Action Req'd. Date Date No. i Occurred Resolved 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20105 Overhead beam at lobby elevator. slab at 13/K.8 to M are not Discrepancy noted on previous within walls (8) bars need to be inspection was correctly repaired. added by drilling to epoxying CMU Masonry 4200 - 15t floor column into slab a minimum of 3". A line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of qrout. 27 CMU Reinforcing Inspections. 151 floor No discrepancies found. column line 6 thru 91 L to T. All reinforcing was inspected for bar size, All areas which had cap and placement. discrepancies on previous inspections with regards to reinforcing out of cells were correctly repaired by epoxying new bars within the CMU cells. L:12005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc m~~.~~~~~~~,~"-",,. Construction Materials Testing. Threshold Inspection 820 Brevard Avenue . Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: May 16, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: A5678. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certifica~e o~ Au~i~~. 549 //. // ~L7/ ~ /Ju.J{ l ~.u-; /~ . r ...~.~ 7 /1. I Rifhard E. oaglln, P.E. V]ltl try--' STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTION SERVICES DEPARTMENTlReport Transmittal Sheets\34034-001-01doc m ~~t~~~~~~~"&,,C'''. Project No.: 34034-001-01 Report No.: A5678-0407 Sample No.: A5678 Date 1st Issue: 4-23-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 5-1 0-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 4-7-05 Time Sampled: 8: 15 am Sampled By: Bill Boyer Slump: - ;;,." FIELD Truck No.: 2195 Air Content (by volume): -- & Ticket No.: 92200088 Concrete Temperature: 81 LAB Time Batched: 7:45 am No. of prisms Cast 3 DATA Quantity of Load: 8 cubic yards Ambient Temperature: 78 Water Added At Site: -- Weather Condition: -- Contractor: -- Admixture: -- I Supplier: Rinker Masonry grout Location of Placement Sample: southwest corner Test Avg. Max. Compressive Ii Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II I II 4-14-05 7 2 3.56 12.68 69430 5480 TEST II 5-5-05 28 1 3.46 12.00 72350 6030 RESULTS 5950 5-5-05 28 2 3.52 12.40 72770 5870 H REMARKS This Form Conforms With ASTM C 39 I\J1 rn r-iI 17I rn lliJ l1J ~ U W ./ /\ . ;'\ /(1 \___ .3 " ." .., ;' '\ = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~~~~~:~~~~"S'''C''"' Construction Materials Testing. Threshold Inspection 820 Brevard Avenue . Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: May 19, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: A5818. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. CertifiS9ite of A91horizalion ~ 549 // /~~ / U /~ . . /1::'-> I -~( - - - ~(fidv Rtard E. Hoaglin, P.E. . r - .~V S ATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: r'liont. ') '-'llvIIL. L... 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTION SERViCES DEPARTMENT\Repori Transmittal Sheets\34G34uOO1-01.doc m ~~.~~~~~~~~"~""',,. Project No.: 34034-001-01 Report No.: A5818-0414 Sample No.: A5818 Date 1st Issue: 4-29-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 5-13-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 4-14-05 Time Sampled: 8:40 am Sampled By: Gary Sharar Slump: -- FIELD Truck No.: 10023217 Air Content (by volume): -- & Ticket No.: 92222327 Concrete Temperature: -- LAB Time Batched: 7:35 am No. of prisms Cast 3 DATA Quantity of Load: 8 cubic yards Ambient Temperature: 730 I Water ,l\dded Il,t Site: -- Weather Condition: Sunny I Contractor: RW Paul Admixture: -- II Supplier: Rinker II Location of Placement Masonry grout Sample: column lines L through T at 13 to 17 I Test Avg. Max. Compressive II Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II 4-21-05 7 1 3.42 11.70 38250 3270 !I TEST I' 5-12-05 28 2 3.44 11.90 49620 4170 I RESULTS 4210 I I 5-12-05 28 2 3.47 12.10 51260 4240 I, REMARKS This Form Conforms With ASTM C 39 IYI m r7l n m i " / A j " lij ~ ll'\.J ~ LU:J ,../1 \\. ../~'''. . . = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~~~~~~~~~~.so"",,. Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: May 25, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: A6113, 047CR, A5951, A5953. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal EJ19ineering Sciences, inc. C~7~~JAl~~~49 -4 /~~ rL:: ~chard E. oaglin, P.E. ~ STATE OF FLORIDA Registered Professional Engineer No. 48796 r"""'-:_.L__:L _ ..1.: _ ___ UI::iUIUUlIUfJ: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTiON SERViCES DEP.A.RT~AENT\Report Transmittai Sheets\34034-00i -Ol.dOC m~~~~~~~~~~"Sci'C'''' Project No.: 34034-001-01 Report No.: A6113-0425 Sample No.: A6113 Date 1st Issue: 5-03-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 5-23-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISMS TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days I DATA Mix Design No. 1293426 Date Sampled: 4-25-05 Time Sampled: 7:45 am Sampled By: Joe Beasley Slump: 9.5" FIELD Truck No.: 1002455 Air Content (by volume): -- & Ticket No.: 92254887 Concrete Temperature: 66 LAB Time Batched: 7:00 am No. of Prisms Cast: 3 DATA Quantity of Load: -- Ambient Temperature: 55 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker il Masonry fill I Location of Placement: Sample: 1st floor 7 (L to S), 6 (K-R), 5 (L-S), 4 (L-S), 3 (L-S) Stair Q-15, Q-16 and S-16 Test Avg. Max. Compressive Age Type of D;men. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 5-02-05 7 1 3.43 11.80 32750 2780 TEST RESULTS 5-19-05 28 2 3.45 11.95 51230 4290 4410 5-19-05 28 1 3.47 12.05 54430 4520 I H REMARKS This Fonm Conforms With ASTM C 39 r\-;] In 171 rTl rTl , l0J UJ ~ LJ lliJ \l /~ /. - / \-. ,1 " /3 " = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar III ~~~~~~~~~~"&''''',,. UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 047CR 820 Brevard Avenue. Rockledge, Florida 32955 Date: 4-28-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.25 Travel Time (hrs): 0.50 Total Time (hrs): 1.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Centra! Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 04-21-05 Technician: Garl Sharar As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the prisms. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 3 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. W~~!~~~~~~~"&"OC'" Project No.: 34034-001-01 Report No.: A5951-0421 Sample No.: A5951 Date 1st Issue: 5-20-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321)638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 4-21-05 Time Sampled: 10:17am Sam pled By: Gary Sharar Slump: -- FIELD Truck No.: 1002088 Air Content (by volume): -- I & Ticket No.: 92246540 Concrete Temperature: 75 LAB Time Batched: 9:42 am No. of Prisms Cast: 3 DATA Quantity of Load: 8 cu. yds. Ambient Temperature: 85 I Water Added At Site: -- Weather Condition: -- II Contractor: RW Paul Admixture: -- II Supplier: Rinker I' Location of Placement: 1 st truck - Line F Test Avg. Max. Compressive I Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II 4-28-05 7 1 3A7 n05 45130 3750 II TEST I 5-19-05 28 2 3.49 12.20 76210 6250 I RESULTS 6140 5-19-05 28 1 3.50 12.30 74150 6030 H I REMARKS This Form Conforms With ASTM C 39 r\71 m r71 PI m ' " \. j \ ;' ,! ~ [..d"J ~ LJ lhJ ./ \ ;' c,_ _ ./-1 \_. f <- /3 \\ = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~~~~~~~~~"S"'''''' Project No.: 34034-001-01 Report No.: A5953-0421 Sample No.: A5953 Date 1st Issue: 5-02-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 5-19-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321)638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6 X 12 CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 4-21-05 Time Sampled: 7:51 am Sampled By: Gary Sharar Slump: 1W' FIELD Truck No.: 10022340 Air Content (by volume): -- & Ticket No.: 92245342 Concrete Temperature: 780 LAB Time Batched: 7:20 am No. of Cylinders Cast: 4 i DATA Quantity of Load: 6 cubic yards Ambient Temperature: 77" Water Added At Site: 10 qal. after test Weather Condition: Sunny Contractor: RW Paul Admixture: -- Supplier: Rinker Location of Placement: Column line F, G, H, JKL, M, Zl Sample: Southwest corner Test I Avg. Max. Compressive i I Age Type of Dimen. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II 4-28-05 7 1 5.985 28.13 98240 3490 II TEST II 5-19-05 28 ,., 5.987 28.15 144560 5140 II RESULTS L 5110 5-19-05 28 1 5.989 28.17 143020 5080 H REMARKS This Form Conforms With ASTM C 39 r;m.. ;1 rmTi .---:::J 1/ I nTI ~ UJ ltJ [J UJJ )(\ // /1\ ! A ./ "- /2""" /5,'; "\'\ = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar June 1, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from April 14, 2005 through June 2, 2005. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, G Attachments Distribution: CI ient: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, fv1N 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 IENeilNEEIUNCi FOR A~(;#ITHniRE THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 042505 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: June 2, 2005 Time: 8:00 - 8:30 Weather/Temp: - Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) - Present at Site: - Estimated % of Completion: - Work in Progress: Meeting with the EOR, Noel Droor ITEMS INSPECTED: STRUCTURAL STEEL: 1ST FLOOR ENTIRE ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: 1. Numerous Connections were changed to accornrnodate size differences and adaptations of welds and clips in lieu of bolted were discussed. All calculation of shear and moment were complete by Mr. Droar and requirements will be made in writing. Several stiffeners and angle bracing (kickers) will need to be installed. All items on list from Mr. Droor will be inspected by Universal at a later date. I I Iltems to Verify: lnone ~~fo,:,!,~ionor Action Required: Inone . Attachments: N/A Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1069 Page 1 of 1 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 3 tSlCI Description Correttive.Attic:>nRecj'd. Date Date No. Occurred Resolved 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 stamp/sealed structural dwgs. 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 show (2) #8 center bars. All piles were should be issued to UES/TLC. installed with 1. 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 GB's be splayed open on top to form a changes and issue same to all monolighic pour when slab on grade is parties. placed. The field gradebeams are square. 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 in width and the original reinforcing changes and issue same to all bands/ stirrups are 21" in circumference parties. I thus preventing the normal 3' of cover to all reinforced concrete permanently exposed to soils. b Pilecaps listed as I-G-3, 4, 5 and 6 - Please advise and issue S/S 1/19/05 are shown in plans poured changes. monolithically into slab. Pilecaps in field and square and formed to be poured separately from slab. 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 gradebeams - approx. 3"-6" off center. chanqes. 7 (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S 1/28/05 shown on steel drawings but not on changes. I I structural. They are different sizes but not shown on plans and the reinforcing is the same amount & sizes. This will not work. 8 Received stamped set of structural Please verify. 2/9/05 plans with several changes incorporated (2) items not addressed were (1) there are 2 sizes of pilecaps on steel plan take-offs with regards to 2 pile caps FG-4 and FG-4A. There is no FG-4A on structural drawings; only FG- 4. 9 The FG-1 and FG-3 pilecaps on new Please advise and issue S/S I 2/9/05 pl~~~ ~~~ ~h~",~ ~O' ,~~r1 ~~~~I;'h;~~II.. .....h.........-.........". I I leu I,:) 01 c; .::>IIUVVII fJ UI C;;U IllUllUlIlIllvQIIY l-IIClII!:J~;:" I ! , with slab. The field form work does not reflect that. 10 DELETED 5/25/05 DELETED TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 3 NCI Description Corrective Action . Req'd. Date Date No. Occurred ReSolved 11 Slab on grade - Col. Lines L to T/from A reinspection is required prior 2/24/05 1 to 11. At time of inspection no areas to concrete placement. were complete. 12 There is also a question with regards to The Engineer of Record needs 2/24/05 numerous electrical conduits in slab to approve the configuration of displacing concrete which is to be conduit to be acceptable. placed. 13 Slab on grade - Column Lines 1 to 8.25 The 900 hooks were added to all 3/2/05 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.OR determined 3/2/05 with regards to grade beam FG-3 at M/1.5. that this grade beam was not needed." 15 The electrical ro0111 slab has to be Universal did receive a faxed 3/2/05 changed. copy of change order from E.O.R. 16 On plans S-5, the thickened edges at slab Need response from E.O.R. 2/28/05 perimeter show the #5 bars in slab mat having hooks 900 turned into FG-1/FG-3 beams. The mat in place has no hook bars. 1? Plans show an FG-3 grade beam at approx. Need response from E.O.R. 2/28/05 col. Line M/1.5. This beam should have tied I into the FG-2 at col. Line 2. Due to the fact I that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 have been cut off and the top (3) are laying atop the poured FG-2. 18 DELETED 2/23/05 DELETED 5/25/05 19 DELETED 2/23/05 DELETED 5/25/05 20 DELETED 3/10/05 DELETED 5/25/05 21 Concrete reinforcement overhead Two (2) discrepancies were 3/18/05 I beams at Lobby area, Column Lines nnton nnintori r\llt tn I '.............,VI, t"'''''I 11......'-'1 .....u... "\J 18.7 and 20/H to K. Inspected was bar superintendent and size, number of bars, spacing of ties immediately repaired correctly. and clearance. Two (2) discrepancies were noted, pointed out to The structural specific.ations c.all for superintendent and immediately repaired correctly. a clean out at each reinforced cell. CMU Walls & reinforcing Column Lines 1, ~~~~:h:h~:~~~,II,~~f~~~h:~~:~~ ~~ir I I /2 and 3/A to K - All reinforcing was YVvll, lilt;:;' vlt:;;;:CH IUUL'=> cue:; >::tl--/cn....cu en I inspected for bar size, bar cap, spacing of 16" instead of 8" as this is a shear grouted cells and placement. wall with reinforcing at 8" o.c. I 22 DELETED 3/21/05 DELETED 5/25/05 23 DELETED 3/23/05 DELETED ! 5/25/05 , L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 3 24 DELETED 3/31/05 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200 - 1s The reinforcing was inspected 4/13/05 Floor. Column Lines 13 to 17 I P, N, M for bar size, lap, splice, length & Land shearwalls @ NE stairwell and cover. (1) discrepancy walls. Reinforcing was inspected for noted: The left (south) end of barsize spacing of bars, laplsplices and beam does not have enough cleanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-7 Columns 1 st floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20105 I Overhead beam at lobby elevator. slab at 13/K.8 to M are not Discrepancy noted on previous within walls (8) bars need to be inspection was correctly repaired. added by drilling to epoxying CMU Masonry 4200 - 1 st floor column into slab a minimum of 3". A line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of grout. 27 CMU Reinforcing Inspections. 1 s floor No discrepancies found. 6/2105 column line 6 thru 9 I L to T. All reinforcing was inspected for bar size, All areas which had cap and placement. discrepancies on previous Numerous Connections were changed inspections with regards to to accommodate size differences and reinforcing out of cells were adaptations of welds and clips in lieu of correctly repaired by epoxying bolted were discussed. All calculation new bars within the CMU cells. of shear and moment were complete by Mr. Droar and requirements will be Requirements in writing made in writing. Several stiffeners and required from EaR. angle bracing (kickers) will need to be installed. All items on list from Mr. I Draar will be inspected by Universal at a later date. I I I , ED@ AP L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc R FOR ARCHITECTURE June 1, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION - Outstanding Issues Revisited Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Bui/ding Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from Apri/14, 2005 through June 2,2005. Outstanding issues as noted per attached summary. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, ~- G,{ry . : Kr . ge;, - ,C~EED@ AP Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 3 I.~~ iii .i., L'Retj'Cf. Date mUe Occurred ReSOlved 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 One set stamp/sealed structural dwgs. received. Item closed 6/9/05 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 show (2) #8 center bars. All piles were should be issued to UESITLC. installed with 1. Update 6/7/05. Select pile details changed but FG2 still retains 2 - #8 requirement 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 Mod ified GB's be splayed open on top to form a changes and issue same to all plans monolighic pour when slab on grade is parties. received. placed. The field gradebeams are Resolved square. 6/7/05 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 in width and the original reinforcing changes and issue same to all I bands/ stirrups are 21" in circumference parties. I I thus preventing the normal 3" of cover to all reinforced concrete permanently exposed to soils. 5 Pilecaps listed as FG-3, 4, 5 and 6 - Please advise and issue S/S 1/19/05 Modified are shown in plans poured changes. plans monolithically into slab. Pilecaps in field received. and square and formed to be poured Resolved separately from slab. 6/7/05 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 gradebeams - approx. 3"-6" off center. changes. r (2) pilecap types I-G-4 and FG-4A are Please advise and issued S/S 1/28/05 FG-4A's shown on steel drawings but not on changes. removed in structural. They are different sizes but updated not shown on plans and the reinforcing plan. is the same amount & sizes. This will Resolved not work. 6/7/05 8 Received stamped set of structural Please verify. 2/9/05 FG-4A's plans with several changes removed in incorporated (2) items not addressed updated were (1) there are 2 sizes of pilecaps on plan. I steel plan take-offs with regards to 2 Resolved pile caps FG-4 and FG-4A. There is no C/7/tlc ! ! FG-4A on structural drawings; only FG- U///UJ I 4. 9 The FG-1 and FG-3 pilecaps on new Please advise and issue S/S 2/9/05 plans are shown poured monolithically changes. with slab. The field form work does not reflect that. 10 DELETED 5/25/05 DELl::.Tl::.D , TLC - ENGINEERii-.iG FOR ARCHiTECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 3 NCI Description COrrective. AcUon. Req'd. Date Date No. Occurred Resolved 11 DELETED A reinspection is required prior 2/24/05 DELETED to concrete placement. 6/7/05 12 There is also a question with regards to The Engineer of Record needs 2/24/05 numerous electrical conduits in slab to approve the configuration of displacing concrete which is to be conduit to be acceptable. placed. 13 Slab on grade - Column Lines 1 to 8.25 The 900 hooks were added to all 3/2/05 3/2/05 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.OR determined 3/2/05 with regards to grade beam FG-3 at M/1.5. that this grade beam was not needed." 15 The electrical room slab has to be Universal did receive a faxed 3/2/05 3/2/05 changed. copy of change order from E.O.R. 16 On plans S-5, the thickened edges at slab Need response from E.O.R. 2/28/05 Observed perimeter show the #5 bars in slab mat by UES. having hooks 900 turned into FG-1/FG-3 Resolved beams. The mat in place has no hook 6/7/05 bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. 2/28/05 col. Line M/1.5. This beam should have tied into the FG-2 at col. Line 2. Due to the fact that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 I have been cut off and the top (3) are laying atop the poured FG-2. 18 DELETED 2/23/05 DELETED 5/25/05 19 DELETED 2/23/05 DELETED 5/25/05 20 DELETED 3/10/05 DELETED 5/25/05 21 Concrete reinforcement overhead Two (2) discrepancies were I 3/18/05 Confirmed beams at Lobby area, Column Lines noted, pointed out to by UES. 18.7 and 20/H to K. Inspected was bar C'"narinfenrlenf "Cllnrl n____I.._-' I I ~.......tJ'"'llI ~L IIU III C:lI:U I . ri.t:::>UIVt:U size, number of bars, spacing of ties I ImmedIately repalrea correctlY. 6/7/05 and clearance. Two (2) discrepancies were noted, pointed out to I The structural specifications call for superintendent and immediately a clean out at each reinforced cell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the c1eanouts are spaced at 2 and 3/A to K - All reinforcing was inspected for bar size, bar cap, spacing of 16" instead of 8" as this is a shear I grouted cells and placement. wall with reinforcing at 8" o.C. 22 DELETED 3/21/05 DELETED 5/25/05 23 DELETED 3/23/05 DELETED 5/25/05 L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 3 24 DELETED 3/31/05 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200 - 15 The reinforcing was inspected 4/13/05 Confirmed Floor. Column Lines 13 to 17/ P, N, M for bar size, lap, splice, length by UES. & Land shearwalls @ NE stairwell and cover. (1) discrepancy Resolved walls. Reinforcing was inspected for noted: The left (south) end of 6/7/05 barsize spacing of bars, lap/splices and beam does not have enough cleanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-7 Columns 15t floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforce'l,ent - 03200 - Several rebar coming out of 04/20/0b Correction Overhead beam at lobby elevator. slab at 13/K.8 to M are not observed Discrepancy noted on previous within walls (8) bars need to be by UES. inspection was correctly repaired. added by drilling to epoxying Resolved CMU Masonry 4200 - 15t floor column into slab a minimum of 3". A 6/7/05 line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of rout. 27 CMU Reinforcing Inspections. 15 floor No discrepancies found. 6/2/05 Correction column line 6 thru 9 / L to T. All observed reinforcing was inspected for bar size, All areas which had by UES. cap and placernent. discrepancies on previous Resolved Numerous Connections were changed inspections with regards to 6/7/05 to accommodate size differences and reinforcing out of cells were adaptations of welds and clips in lieu of correctly repaired by epoxying bolted were discussed. All calculation new bars within the CMU cells. of sllear and moment were complete by Mr. Droor and requirements will be Requirements in writing made in writing. Several stiffeners and required from EOR. angle bracing (kickers) will need to be installed. All items on list from Mr. Droor will be inspected by Universal at a later date. I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION - Outstanding Issues Revisited Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from June 3, 2005 through June 29, 2005. Outstanding issues as noted per attached summary. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 3 U~~ . ,",or .. A "'+i...iri.f{~W~ .....Jj~t~ Date ~"''''~II'''~ ResolVed 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 One set stamp/sealed structural dwgs. received. Item closed 6/9/05 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 show (2) #8 center bars. All piles were should be issued to UES/TLC. installed with 1. Update 6/7/05. Select pile details changed but FG2 still retains 2 - #8 requirement 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 Modified GB's be splayed open on top to form a changes and issue same to all plans monolighic pour when slab on grade is parties. received. placed. The field gradebeams are Resolved square. 6/7/05 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 I in width and the original reinforcing changes and issue same to all bands/ stirrups are 21" in circumference parties. thus preventing the normal 3" of cover to all reinforced concrete permanently exposed to soils. 5 Pilecaps listed as FG-3, 4, 5 and 6 - Please advise and issue S/S 1/19/05 Modified are shown in plans poured changes. plans monolithically into slab. Pilecaps in field received. and square and formed to be poured Resolved separatelv from slab. 6/7/05 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 gradebeams - approx. 3"-6" off center. changes. 7 (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S 1/28/05 FG-4A's shown on steel drawings but not on changes. removed in structural. They are different sizes but updated not shown on plans and the reinforcing plan. is the same amount & sizes. This will Resolved not work. 6/7/05 8 Received stamped set of structural Please verify. 2/9/05 FG-4A's plans with several changes removed in incorporated (2) items not addressed updated were (1) there are 2 sizes of pilecaps on plan. steel plan take-offs with regards to 2 Resolved I I pile caps FG-4 and FG-4A. There is no I I 6/7/05 I I FG-4A on structural drawings; only FG- 4. 9 I The FG-1 and FG-3 pilecaps on new Please advise and issue S/S 2/9/05 plans are shown poured monolithically changes. I with slab. The field form work does not reflect that. 10 DELI::II::D 5/?5/05 nl=ll=Tl=n , I I - ~-~ . ~- I TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.t1c-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 3 i~~~ T ...^"',i.:.....R.f:)q!(:j. ""PatE! t.1ate 11 DELETED A reinspection is required prior 2/24/05 DELETED to concrete placement. 6/7/05 12 There is also a question with regards to The Engineer of Record needs 2/24/05 numerous electrical conduits in slab to approve the configuration of displacing concrete which is to be conduit to be acceptable. placed. 13 Slab on grade - Column Lines 1 to 8.25 The 900 hooks were added to all 3/2/05 3/2/05 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.OR determined 3/2/05 with regards to grade beam FG-3 at M/1.5. that this grade beam was not needed." 15 The electrical room slab has to be Universal did receive a faxed 3/2/05 3/2/05 changed. copy of change order from E.O.R. 16 On plans S-5, the thickened edges at slab Need response from E.O.R. 2/28/05 Observed perimeter show the #5 bars in slab mat by UES. having hooks 900 turned into FG-1/FG-3 Resolved beams. The mat in place has no hook 6/7/05 bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. 2/28/05 col. Line M/1.5. This beam should have tied into the FG-2 at col. Line 2. Due to the fact that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 have been cut off and the top (3) are laying atop the poured FG-2. 18 DELETED 2/23/05 DELETED 5/25/05 19 DEL!::. I ED 2/23/05 DELETED 5/25/05 20 DELETED 3/10/05 DELETED 5/25/05 21 Concrete reinforcement overhead Two (2) discrepancies were 3/18/05 Confirmed I beams at Lobby area, Column Lines noted, pointed out to by UES. 1 R 7 ;:mrl ?O/H to K I m:nAr.tArl 1A/::lC: h::lr ""In"'rint"'n~"'nt "'n~ D,........._",,...,.J 1'-" -..---....-......-,------..----. "'.....t"'........_..""'_.,.. .......I\",A I I '\.'C.:>VIVC;U size, number of bars, spacing of ties immediately repaired correctly. 6/7/05 and clearance. Two (2) discrepancies were noted, pointed out to The structural specifications call for superintendent and immediately a c!eanout at each reinforc-ed c-ell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the c1eanouts are spaced at 2 and 3/A to K - All reinforcing was 1~" inC"+....v.."lrl _of Q" """.... ...h;" ;,... _ .....h............ I I I I inspected for bar size, bar cap, spacing of I v II l.:>lt:OClU VI u a.:> 1I II':> I':> a ':>1 n::;al I ! grouted celis and placement. wall with reinforcing at 8" o.C. ! 22 DELETED 3/21/05 DELETED 5/25/05 23 DELETED 3/23/05 DELETED 5/25/05 L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 3 II~ i"'",H"LR~9(~; /[J~t~ i. . .....~~'~i 24 DELETED 3/31/05 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200 - 1 SI The reinforcing was inspected 4/13/05 Confirmed Floor. Column Lines 13 to 17/ P, N, M for bar size, lap, splice, length by UES. & Land shearwalls @ NE stairwell and cover. (1) discrepancy Resolved walls. Reinforcing was inspected for noted: The left (south) end of 6/7/05 barsize spacing of bars, lap/splices and beam does not have enough c1eanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-7 Columns 1 st floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20/05 Correction Overhead beam at lobby elevator. slab at 13/K.8 to M are not observed Discrepancy noted on previous within walls (8) bars need to be by UES. inspection was correctly repaired. added by drilling to epoxying Resolved CMU Masonry 4200 - 1st floor column into slab a minimum of 3". A 6/7/05 line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of grout. 27 CMU Reinforcing Inspections. 1S1 floor No discrepancies found. 6/2/05 Correction column line 6 thru 9/ L to T. All observed reinforcing was inspected for bar size, All areas which had by UES. cap and placement. discrepancies on previous Resolved inspections with regards to 6/7/05 reinforcing out of cells were I correctly repaired by epoxying new bars within the CMU cells. I 28 Numerous Connections were changed Requirements in writing 6/2/05 to accommodate size differences and required from EaR. adaptations of welds and clips in lieu of I bolted were discussed. P.ll calculation of sheRr Rncl moment wen'l r.nmnlAtA h\l I I I ~. ~..~~.. ~..._. ...-....... ..... .....,....--- -J I Mr. Droor and requirements will be made in writing. Several stiffeners and angle bracing (kickers) will need to be installed. All items on list from Mr. Droor will be inspected by Universal at a later date. / /" , eM LEED@ AP L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ENGINEERING FOR AllOtlTH1'LIi1;[ THRESHOLD INSPECTION REPORT Project: C t I & S 't Field Report No: 034034 oun ry nn UI es Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: June 8, 2005 Time: 10:00 - 11 :00 WeatherlTemp: Partly Cloudy/Rain Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in <:":. Progress: ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: 1. Cast in Place Concrete reinforcing - 03200. 2nd floor perimeter cast in place. Beam atop CMU walls and butting into pre-cast floor panels. No discrepancies noted. 2. Structural Steel- 05100: Using punch list from Noel Droor. A UES CWI inspected several areas and found them repaired as per directed. Following line items were found correct: 1,2,3,8.10,12,13-16,18-21. 3. The bolt torque will be checked at a later date. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: Iltems to Verify: none Information or Action Required: none Attachments: N/A Report By: Matthew N. Christianson ,1 c::: ro' c: 0 n' ~ary.~. .Krueg~r, ~~u-.I /~ #// 1-pe..lalln_p..c1_r. f'peclal Inspector'" U"H /~ L--C0( I Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ENGINEEIUNG rOR A!iCllITfCTlIilC THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: June 23, 2005 Time: 8:30 -10:30 eather/Temp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) - Present at Site: n/a Estimated % of Completion: - s requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: 1. Concrete Reinforcement - 03200. (5) Five 2nd Floor (C1) columns @ col. Lines H/12, H/14, K/12, K/14 and Ll13. 2. CMU Wall Reinforcement - 04200. 2nd Floor Walls: Col. Lines K to T/1 to 13; L to P/13 to 16; 13 to 18 I K to H; K to G/9 to 1 3. 3. All reinforcement in areas listed above was inspected for bar size, number of bars, bar laplsplice lengths and cover. Several discrepancies were noted and immediately repaired. No further discrepancies noted. 4. Structural Steel - 05200. A Universal CWI inspected the remainder of items on list from Noel Droor and found all items correctly installed with the exception of anchor bolts not tightened on 12" x 12" plate. Line Item #4 - This will be reinspected on 6/28/05 when bolt torque testing is being done. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: N/A I Items to Verify: none Information or Action Required: none Attachments: "If A 1....'1\. Report By: Matthew N. Christianson Special Inspector: Gary C. Krueger, PE Special Inspector #1069 Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 IENGINEIHUNG rOil .Id'!OIITH'flliH: THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: nfa Plans Examiner: nfa Project #: 505022 Date: June 28, 2005 Time: 10:30 - 12:00 WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+f-) 1- Present at Site: nfa Estimated % of Completion: - Work in "F.: ....ii.id Progress: I ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: 1. Concrete Reinforcement - 03200. (6) Columns, 2nd Floor: Elevation to beam bottom (2) C1, (2) C2, (2) C5. 2. CMU Masonry Reinforcement - 04200. 2nd Floor: Remainder of 2nd floor with the exception of col. Line 4 to 6/F to A. 3. All reinforcement listed above was inspected for bar size, number of bars, spacing of ties and clearance. FIELD INSTRUCTIONS: Several minor discrepancies were noted within the columns. They were pointed out and eventually repaired. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: 11\ I III ....,/#"\ Items to Verify: none Information or Action Required: none ttachments: NfA Report By: Matthew N. Christianson Special Inspector: Gary C. Krueger, PE Special Inspector #1069 Page 1 of 1 m~,~~~~~~~~~,sc;m"". Construction Materials Testing. Threshold Inspection 820 Brevard Avenue > Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: July 8, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 051A, 052CR, 049CR, A6754. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Celiificatej;)f A~z<;ktion No. 549 /1 // / I _ '~{/178~ . ,. .- V: I Richard E. Hoaglin, P.E. 7 /~ STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTION SERVICES DEPARTMENTlReport Transmittal Sheets\34034-001-01.doc UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering' Environmental SCiences UES Project No.: 34034-001-01 Construction Material Testing' Threshold Inspection Report No.: 051A Date Submitted: 6-27-05 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-16-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of inspecting the following. 2nd Floor edge beam: Adjacent to precast floor panels. South 12 of building minor discrepancies noted and immediately repaired correctly. Concrete placement was performed following the inspection and cylinders were cast for compressive strength testing. mg~~~~~~~~,~""". UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 052CR 820 Brevard Avenue' Rockledge. Florida 32955 Date: 6-28-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.25 Travel Time (hrs): 1.50 Total Time (hrs): 2.75 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-16-05 Technician: Paul Hightower As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the second floor edge forms; building #1 - south side. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature; and slump. The contractor was notified of the test results or a copy was left for their records. m~~~~~~~~~~~,S""'"'' UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 049CR 820 Brevard Avenue. Rockledge, Florida 32955 Date: 6-14-05 (321) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.75 Total Time (hrs): 1.75 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-09-05 Technician: Bill Boyer As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the 2nd floor slab joint fill. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 6 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications witrl regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m ~~.~~~~~~~~so"c,,,. Project No.: 34034-001-01 Report No.: A6754-0609 Sample No.: A6754 Date 1st Issue: 06-09-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 3X6 CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Flqrida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 06-09-05 Time Sampled: 1 :50pm Sampled By: William Boyer Slump: 6" FIELD Truck No.: 23708 Air Content (by volume): - & Ticket No.: 92388454 Concrete Temperature: 89 LAB Time Batched: 12:29 pm No. of cylinders Cast: 6 DATA Quantity of Load: 7 cubic yards Ambient Temperature: 84 Water Added At Site: -- Weather Condition: Cloudy Contractor: -- Admixture: - Supplier: Rinker 2nd floor slab fill Location of Placement: Sample: North end building Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area(in.) Load (Ibs.) (psi) (psi) 06-16-05 7 1 2.990 7.01 28430 4060 T-........ I I ~ ! 1::;:). RESULTS 07-07-05 28 07-07-05 28 H REMARKS This Form Conforms With ASTM C 39 f\I1 nI III 171 nTl \ / lbJ ~ LJ llhJ \(" /\ .)", " t'- f 1 ,/1 ' I ! 15 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~~~~~~"SCI'C"" Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: July 18, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 048CR, A6755, A6754, 053A, 050THRE5H. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: ~ni~:~sal E~gin~eri.9-Y Sc~nces, Inc. cert1ate otf\ut~~NO, 549 J/ , ;J M / "'-- /I V[v-t1tb-VZ!(Eo/ --: . ~ichard E. Hoaglin, P.E. 7 ~ 5T A TE OF FLORIDA Registered Professional Engineer No. 48796 n:~~~a..... .~;~~. LJI;:'lIIUUlIUII. Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTjON SERViCES DEPARTMENT\Report Transmittai Sheets\34034-00i-Oi .doc m~~t~~~~~~~,,&,,"~,. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 048CR 820 Brevard Avenue . Rockledge, Florida 32955 Date: 6-14-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.75 Lab Time (hrs): 0.25 Travel Time (hrs): 1.25 Total Time (hrs): 3.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Centra! Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-10-05 Technician: Paul Hightower As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of grout testing for the down cells in building 1, 2nd floor, north side. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of prisms for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. mu N IVE R SAL Project No.: 34034-001-01 Report No.: A6755-0610 ENGINEERING SCIENCES Sample No.: A6755 Consultants In: Geotechnical Engineering. Environmental Sciences. Date 1 st Issue: 07-06-05 Construction Matenals Testing. Threshold Inspection Date 2nd Issue: 07 -11-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 ProJect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 06-10-05 Time Sampled: 8:15 am Sampled By: Paul Hightower Slump: __ FIELD Truck No.: 18508 Air Content (by volume): __ & Ticket No.: 92390383 Concrete Temperature: 80 LAB Time Satched: 7:25 am No. of Prisms Cast: 3 DATA Quantity of Load: 10 cubic yards Ambient Temperature: 85 III Water Added At Site: 1 gallon/ i cubic yard Weather Condition: Partly cloudy II Contractor: --. Admixture: -- I Supplier: Rinker I Downcells II Location of Placement: Sample: Building#1, 2nd floor, north end of building Ii Test I Avg. Max. Compressive ! Age Type of Dimen. X-Sect. Compressive Strength Average . Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 06-17-05 7 1 352 12AO 34660 2800 I TEST , RESULTS 07-08-05 28 2 3.54 12.60 67210 5330 5480 07-08-05 28 1 3.58 12.83 72250 5630 H REMARKS This Form Conforms With ASTM C 39 ~~. / Uj""""T"""' ~------; LJ/ U. : " " :: ."-' \\..,,./ .' -.'/ /' / \" I .i '\ .__-\, .... , !,\ /<" /\ , II, Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar (;gUNIVER SAL Project No.: 34034-001-01 Report No.: A6754-0609 ENGINEERING SCIENCES Sample No.: -A6754 Co"""It",, '0 Geo"Oml,"' 'ogloooriog . ,,,,mom,,,,, Scleoc," . Date 1st Issue: 06-09-05 Construction Matenals Testing. Threshold Inspection Date 2nd Issue: 07-11-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 3X6 CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Proiect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 3000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 06-09-05 Time Sampled: 1 :50pm Sampled By: William Boyer Slump: 6" FIELD Truck No.: 23708 Air Content (by volume): -- & Ticket No.: 92388454 Concrete Temperature: 89 LAB Time Batched: 12:29 pm No. of cylinders Cast: 6 I DATA Quantity of Load: 7 cubic yards Ambient Temperature: 84 I III Water Added At Site: -- Weather Condition: Cloudy . Contractor: -- Admixture: __ ,I Supplier: Rinker II 2nd floor slab fill I Location of Placement: II Sample: North end building r ~ II Avg. Max. Compressive I Age Type of Dimen. X-Sect. Compressive Strength Average II 0'lt2 Test2d nays Fracture {in.\ Area (in.) Load (Ibs.) l050 (psif II 06-16-05 7 1 2.990 7.01 28430 4060 !I TEST /'1' RE';~~TS 07-07-05 28 1 2,995 7.04 34140 4850 4940 I 07-07-05 28 2 2.986 7.00 35210 5030 H REMARKS This Form Conforms With ASTM C 39 f\I1T~~~ [{JUJl6JrJW = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~~!~I~~~~~~"SCiec"'. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No.: 053A 820 Brevard Avenue' Rockledge, Florida 32955 Date Submitted: 6-28-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-08-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Cast in place concrete reinforcing - 03200 2nd floor perimeter cast in place over beam CMU walls and bolting into pre- cast floor panels. No discrepancies noted. Structural steel - 05100 Using punch list from Noel Draar A UES C'vVi inspected several areas and found them repaired as per directed. The following line items were found to have been corrected: 1,2,3,8,10,12,13 to 16, 18 to 21. The bolt torque will be checked at a later date. :55p p. 1 I /JJJ#/ DROOR &- ASSOCIA TES INC. (321) 253-8233 FAX (321) 253-8232 580 N. Wickham Rd" Suite E Meltx>ume. FL 32935 email: noel (!a drooreseooatc8.com To: Ralptl Paul - R W Paul Construction Co From. Noel Droor, President Re' Country Inn & SUllcs Subject: Site Visit D;:)t(~: June 2, 2005 Time: 10:00 ;:1.rn. People Involved' Nop.1 Droor - Droor & Associates. Inc. Larry Schaeffer - R.W. P;::lUl Construction Dwight - Univer:;al Visited the above referenced site at Mr Larry Schaeffer's request to look over the slructural steE-;1 framing sUPPol1inO the s(;cond floor slab, clnd items below wore noted or discussed during our site viSIt. ,/ Need a support angle ($8rll::;) below the beam W33x 152 at Column Line P With d minimum . of six (6) wedge anchors at Colurnn Lines 1 i ~nd 13. ~ V-/ Column LIne 8 header over the h311w3Y opening needs t(') be grouted solid. . Need additional stiffeners 3dded 8l 88Ch Side of bc8ms located 3t Column Line P. Q6 and -;/ 1/ M.8 (W32x152 8nd W33x118) between Lines 11 and 13. Stiffeners to be located 6' away ) v from the Cl"OS5 beam connection f . Need 12"x12"xl/4" pli:ll8 8\ M.9 ;;lnrl 125 Jt the elevator wall and C-l column I'3t the bond bee-1m loc<3t1on with four 'i.," wedges althe masonry bond ;:lnd 2-3/4" C.lnchors at thp concrete column .. Due to concrele columns not being doweled into the masonry bond beam ('.lnd masonry w;::J1l at e8r.h side, the firsl row of block~ 8t the second Hoar need to bE=; a lintel block, with two #5'5 c(')ntinuous (~, .. Add W16x84 at Column Line 11 between P and 0.6 below the W12x40. Allach the in-place: 'v^J12x4Q to new 'v^v'16x84 using ~Il fillet \lve1d, 2" long at 121' Q.C. ~.~ -" -, W12x65 nt Column Line L5 needs Lo be welded to the clip Clnglc (beam to column /- c(')nnc-;clion) at Column Line 10.5 ...---... Civil &- Structural Engineering Inspec1ioM PE 37259 E8-0007218 :5510 10.2 . t Column Line 12, beC;lm between M8 <:md p. n<7led to add kickers on e;:lch side, from th8 bottom flange of W33x118 and W33x 152 to the bottom flange of W12x40, 3' away with sliffener plates at each kickef location. Kicker is also needed for oppoSit8 side from W33x118 to W12x40. ~.~ . At Column Line 11, the doubleheader support angle needs to be re-grouted. . Add stiffener plate to W12x65 be<:lm where W12x50 connects into it, or weld the SUPPOI1. C) . <-;ngle on top and bottom flanges and the web at Column Line LS at 11 .'" i I . The opening at Column Line G needs a support angle at the bottom of the W12x50 on celeh sid(~. The C)ngle c.. the bottom of the beam needs to have Cl minimum of 10-3/4" diameter wedge anchors 8t each end. z., .f . Need beam t3nd columns at Column Line J.3 and 9 to carry the roof slab or roof plank need~ to canti.lever. /' ~ ~ . ~II bolts penetrate through thc nuts at the bolted connection~. This occurs in numerous \U., ocations. These bolts need 10 be replaced or weld the nuts to the bolts. J? ~""'1 v '"' " ~d to add kickers at Column Line 10 and Column Line Hand Kelt the location or tiw y. . masonry wall above. Also need to add stiffeners at this location. -' v: Column line K and 12.7, Ileed to add (olrld weld plates at both sides of beam to column ') I conn0clion (need double plate connections). W! 1~.t Column Line Hand 1?, all beams to steel column connections nef.-;d to h~ve double plate connections with 3/8" fillet welds all 8round. Plate to be a minimum of W thick. f .. At Column line 132, the two back to bock angle headers need to have support clnglc scats >'v \\ ,,r~ wllh lour Y.," wedge anchors. '- " ' "\ \J') :Acolumn Line ~, need 1:1 double plate for tJeam to column connection and stiffener plates 'Y" , !) each Side at 8 O.c m"Xlmum. e. ~ced kickers and sliffener plates at Column Lines 7.8 and 9 1 ~ .., // ~ U lfi Need stiffener plate (o1t Column Line 7 be8m (W24x104). ./ ~ \ ~ Column Line M double angle headE:r over the opening need to be grouted solid. ee: ~.Jeil Weber - Weber Architects and ASSOCiates Kent Oliver - Portvj(.)W Inn and Suites Jeff Ilsakka Kraus Anderson Construction Gary Krueger - TLC Engineering UNIVERSAL ENGINEERING SCIENCES Consultants In Geotechnical Engineering' Environmental SCIences UES Project No.: 34034-001-01 Construction Material Testing' Threshold Inspection Report No.:050Thresh Date Submitted: 6-27-05 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 2.50 Lab Time (hrs): 0.25 Travel Time (hrs): 1.50 Total Time (hrs): 4.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-02-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of meeting with the E.O.R Noel Droor. The following items were inspected and reviewed: . Structural steel: entire 1 st floor. . (1) ~4umerous connections were changed to accommodate size differences and adaptations of welds and clips in lieu of bolted were discussed. All calculation of shear & moment were complete by Mr. Droor and requirements will be m::lrlp. in writinn ...-.--... ........"". Several stiffeners and angle bracing (kickers) will need to be installed. All items on list from Mr. Droor will be inspected by Universal at a later date. August 1, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION - Outstanding Issues Revisited Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from June 30, 2005 through July 29, 2005. Outstanding issues as noted per attached summary. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, '" / ;f;' - /1 /r ~ r"'~~ " /\r. _ ~\ __._c Gary't. rueger, fiE, JCM LEEO@ AP Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RVV Paul Construction, Inc; 581 E Horatio Ave; rvlaitiand, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.t1c-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 3 i~r ......"'.......t"~.......< ... i...+;^...~~t;i..~. .Qci~~ i.R~f~ c. ......:. 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 One set stamp/sealed structural dwgs. received. Item closed 6/9/05 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 show (2) #8 center bars. All piles were should be issued to UES/TLC. installed with 1. Update 6/7/05. Select pile details changed but FG2 still retains 2 - #8 requirement 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 Modified GB's be splayed open on top to form a changes and issue same to all plans monolighic pour when slab on grade is parties. received. placed. The field gradebeams are Resolved square. 6/7/05 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 in width and the original reinforcing changes and issue same to all bands/ stirrups are 21" in circumference parties. thus preventing the normal 3" of cover to all reinforced concrete permanently exposed to soils. 5 Pilecaps listed as FG-3, 4,5 and 6- Please advise and issue S/S 1/19/05 Modified are shown in plans poured changes. plans monolithically into slab. Pilecaps in field received. and square and formed to be poured Resolved separately from slab. 6/7/05 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 gradebeams - approx. 3"-6" off center. changes. 7 (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S 1/28/05 FG-4A's shown on steel drawings but not on changes. removed in structural. They are different sizes but updated not shown on plans and the reinforcing plan. is the same amount & sizes. This will Resolved not work. 6/7/05 8 Received stamped set of structural Please verify. 2/9/05 FG-4A's plans with several changes removed in incorporated (2) items not addressed updated were (1) there are 2 sizes of pilecaps on plan. I steel plan take-offs with regards to 2 Resolved pile caps FG-4 and FG-4A. There is no 6/7/05 I FG-4A on structural drawings; only FG- I I I ! 4. 9 The FG-1 and FG-3 pilecaps on new Please advise and issue S/S 2/9/05 plans are shown poured monolithically changes. with slab. The field form work does not reflect that. 10 DELETED 5/25/05 DELETED TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 3 I~~ . ..,I;::;;::t~! !...~!UU ( J~eq'(:J. [)~~E! .. ..""".(l~t~, "". 11 DELETED A reinspection is required prior 2/24/05 DELETED to concrete placement. 6/7/05 12 There is also a question with regards to The Engineer of Record needs 2/24/05 numerous electrical conduits in slab to approve the configuration of displacing concrete which is to be conduit to be acceptable. placed. 13 Slab on grade - Column Lines 1 to 8.25 The 900 hooks were added to all 3/2/05 3/2/05 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated HE.OR determined 3/2/05 with regards to grade beam FG-3 at M/1.5. that this grade beam was not needed." 15 The electrical room slab has to be Universal did receive a faxed 3/2/05 3/2/05 changed. copy of change order from E.O.R. 16 On plans S-5, the thickened edges at slab Need response from E.O.R. 2/28/05 Observed perimeter show the #5 bars in slab mat by UES. having hooks 900 turned into FG-1/FG-3 Resolved beams. The mat in place has no hook 6/7/05 bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. 2/28/05 col. Line M/1.5. This beam should have tied into the FG-2 at col. Line 2. Due to the fact that the FG-2 was poured prior to this inspection, the bottom #8 bars in the FG-3 I have been cut off and the top (3) are laying atop the poured FG-2. 18 DELETED 2/23/05 DELETED 5/25/05 19 DELETED 2/23/05 DELETED 5/25/05 20 DELETED 3/10/05 DELETED 5/25/05 21 Concrete reinforcement overhead Two (2) discrepancies were 3/18/05 Confirmed beams at Lobby area, Column Lines noted, pointed out to I by UES. 18.7 and 20/H to K. Inspected was bar superintendent and Resolved I I size, number of bars, spacing of ties immediately repaired correctly. I I 6/7/05 and clearance. Two (2) discrepancies were noted, pointed out to The structural specifications call for superintendent and immediately a c1eanout at each reinforced cell. repaired correctly. At the shear walis for the west stair CMU Walls & reinforcing Column Lines 1, well, the c1eanouts are spaced at 2 and 3/A to K - All reinforcing was 16" instead of 8" as this is a shear inspected for bar size, bar cap, spacing of wall with reinforcing at 8" O.c. I grouted cells and placement. 22 DELETED 3/21/05 DELETED 5/25/05 23 DELETED 3/23/05 DELETED 5/25/05 L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 3 3/31/05 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200 - 1 The reinforcing was inspected 4/13/05 Confirmed Floor. Column Lines 13 to 17/ P, N, M for bar size, lap, splice, length by UES. & Land shearwalls @ NE stairwell and cover. (1) discrepancy Resolved walls. Reinforcing was inspected for noted: The left (south) end of 6/7/05 barsize spacing of bars, lap/splices and beam does not have enough c1eanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-7 Columns 1 st floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20/05 Correction Overhead beam at lobby elevator. slab at 13/K.8 to M are not observed Discrepancy noted on previous within walls (8) bars need to be by UES. inspection was correctly repaired. added by drilling to epoxying Resolved CMU Masonry 4200 - 1st floor column into slab a minimum of 3". A 6/7/05 line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of grout. 27 CMU Reinforcing Inspections. 1 floor No discrepancies found. 6/2/05 Correction column line 6 thru 9 / L to T. All observed reinforcing was inspected for bar size, All areas which had by UES. cap and placement. discrepancies on previous Resolved inspections with regards to 6/7/05 reinforcing out of cells were correctly repaired by epoxying new bars within the eMU cells. 28 Numerous Connections were changed Requirements in writing 6/2/05 to accommodate size differences and required from EaR. adaptations of welds and clips in lieu of bolted were discussed. All calculation of shear and moment were complete by I I Mr. DiGor and requirement~ wili be I made in writing. Several stiffeners and angle bracing (kickers) will need to be installed. All items on list from Mr. Droor will be inspected by Universal at a later date. 29 R.W. Pauls Supt. Harry Schaffer should Submit RFI for clarification. 7/7/05 have submitted RFL I I / // k---- ,,/' t /" /~ L-.-r'" C;~, / c ,I l' y G,ry C\!Kruwer, PE,'BM tfJl:ED@ AP L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274 . Fax 321-639-8986 U1G1NEERiNG FOf! k~O!ITE(rtlIH THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: June 30,2005 Time: 9:45 - 11 : 15 Weather/Temp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in ///'<i' Progress: I lc.c.. 8 ;// ITI=M~ It..I~DI=f'Tl=n. .. _.w."" ...."". _'" I ........... As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: 1. Concrete Reinforcement - 03200. Beam, 3rd Floor; Elevation: 120' - 6" to bottom of beam; lobby entrance area. 2. All reinforcing was inspected for bar size, number of bars, spacing of ties/stirrups and clearance. No discrepancies noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: N/A Items to Verify: none Information or Action Required: none Attachments: N/A Report By: Dwight vVebster , Special Inspector: Gary C. Krueger, PE LL ~~,/- Special Inspector #1 069 /<:::: I 'J , u \l Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 EN (;1 NEERIN G FOR idlOlilTtcl'Uiif THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: July 7, 2005 Time: 7:00 - 8:00 WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in .......,.....,. Progress: Ii ill ..... ITEMS INSPECTED: IAs requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: 1. Concrete Reinforcement Hollow Core Slab: 3rd Floor Edge Beam/Bearing Panel Points. 2. Previously it was discussed that the plan details on S-6 show a #4 hooked bar at 40" OC at all bearing locations and the field work only reflects this at bearing points on exterior walls. 3. R.W. Pauls Supt. Harry Schaffer, should have submitted RFI for clarification. This should be done immediately! Today preferably. 4. The reinforcing was found in every panel or 40" OC but hooks are only at exterior points; eMU wall reinforcement, 3rd floor walls, Col. Lines 1 through 7 from K to T. All reinforcing inspected was found in accordance with structural plans. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: N/A Items to Verify: none Information or Action Required: none Attachments: N/A Report By: Dwight Webster r::::lr\/ r I<r110f'10r DJ:: /L /~. Special Inspector: __, J _. I ,. """""~,,,,", I "'- Special Inspector #1 069 n~1 - {/ f!;: X / g -1../ Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 EN Gl NEERIN G fOR AlIOiITH'!"liU. THRESHOLD INSPECTION REPORT Project: C t I & S 't Field Report No: 034034 oun ry nn UI es Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: July 11,2005 Time: 11 :30 - 12:30 Weather/Temp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - [Work in...>.... Progress: '.t;, '.,cr..'"" ITEMS INSPECTED: [As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete Reinforcement - 3rd Floor: Perimeter panel bearing beam. 1. Reinforcement was inspected for bar size, lap and spacing: No discrepancies noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: N/A Items to Verify: none Information or Action Required: none Attachments: N/A Report By: Dwight Webster I. . Gary C. Krueger, PE l v ~ ISpeclallnspector: Special Inspector #1 069 ?~ ~ I Y 'If ( J Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ENGINEERING fOil ARClllTECTI.HH THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: nfa Plans Examiner: nfa Project #: 505022 Date: July 14, 2005 Time: 8:00 - 9:00 WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: nfa Estimated % of Completion: - Work in >.>>" Progress: I' """"","," ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: CMU Wall Reinforcement: 3rd Floor Walls: Col. Lines K thru E from 10 to 16; 7 to 9 from L to N. Reinforcing was inspected for bar size, number of bars and spacing. No Discrepancies were noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: NfA Items to Verify: none Information or Action Required: none Attachments: NfA Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Ii L~d Special Inspector #1069 ... A_ ~ _\,///' I " iJ '--" (1 Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 EN Gl NEERIN G rOil JdlOfITH1'UiH' THRESHOLDWSPECnONREPORT Project: C t I & S "t Field Report No: 034034 oun ry nn UI es Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: July 14, 2005 Time: 8:00 - 9:00 WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in "",,/? Progress:J!l!E81i!~!tr' ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete Reinforcement - Columns 3rd Floor: Col. Lines L/13, K/11.5 & 14, H/11.5 & 14. Masonry Reinforcement - 3rd Floor: Col. Lines 11, 12 & 13 from N to R; 14 to 17 from Q to M, 14 to 18 from L to H. 1. Reinforcing was inspected for bar size, lap/splice, number of bars and spacing of ties/stirrups. Minor discrepancies were noted and immediately repaired. No further discrepancies noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: N/A Items to Verify: none Information or Action Required: none Attachments: N/A Report By: Dwight Webster I . ,Gary C. Krueger, PE /{ r // I ISpeclallnspector: ISpeciallnspector #1069 ,//rfj L-CC;-'t/~ I " Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 EN Gl NEEIUN G felt .HO!lT!Cl'IJ!j;f' THRESHOLDINSPECnONREPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: July 15, 2005 Time: 11 :30 -12:30 WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in ..."., ".",... j';'d Progress: ""'.""'" ",.,.",.,." ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: CMU Wall Reinforcement - 04200: 3rd Floor - Remainder of walls with the exception of SW stairwell. Reinforcing was inspected for bar size, number of bars and spacing. No Discrepancies were noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: N/A Items to Verify: none Information or Action Required: none Attachments: N/A Report By: Dwight Webster ,1 Special Inspector: Gary C. Krueger, PE I /~ C~Y' I Special Inspector #1 069 ~ 'J ~~- Page 1 of 1 m g~~~~~~~~~'~"Sd'C"" Construction Matenals Testing. Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321 ) 638-0978 Project No.: 34034-001-01 Date Typed: August 11, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 070CR, A7281, 065THRESH, 068A, 069GR, A7180, 063THRESH, 064CR, A7155, 062THRESH, 066CR, A7156, 061THRESH, 058THRESH, 060CR, A7012, 057THRESH, 056CR, 056CR, A6975, 055THRESH, 054CR, A6971, A6927, A6828. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Uni~ersal Engin~ie~ce:.s" Inc. rertlfj~::lte..6if Allt % No vlQ --/i_n-7r- '--C72~- .~'~.'/ ,.. '.~ fCh~rd E. Hoaglin, P.E. ~ vW- TATE OF FLORIDA Registered Professional Engineer No. 48796 n;...........:hll...i__. LJI;:)LIIUULlUII. Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTiON SERViCES OEPARTMENT\Report Transmittai Sheets\34034~OO1-01.doc 0/::- ~ ~ wg~~~~~~~~~"SCieoce,. UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 070CR 820 Brevard Avenue. Rockledge, Florida 32955 Date: 08-03-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.50 Lab Time (hrs): 0.25 Travel Time (hrs): 1.00 Total Time (hrs): 2.75 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 07-21-05 Technician: Tom Martindale As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the 4th floor deck, North side. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. There was 1 hour of standby time on site. The contractor was notified of the test results or a copy was left for their records. m ~~~~~~~~~'SCi'C"C' Project No.: 34034-001-01 Report No.: A7281-0721 Sample No.: A7281 Date 1st Issue: 07 -29-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue . Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6 X 12 CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 07-21-05 Time Sampled: 1:10 pm II Sampled By: Tom Martindale Slump: 8 8601 Air Content (by volume): FIELD Truck No.: -- & Ticket No.: 9251778 Concrete Temperature: 100 I LAB Time Batched: 12:25 pm No. of Cylinders Cast: 4 il DATA Quantity of Load: Ambient Temperature: 93 II -- Water Added At Site: 15 gallons / 1 cubic yard Weather Condition: Partly Cloudy II II before and after test II Contractor: Admixture: I, -- -- ii 'I Supplier: Rinker I i i Location of Placement: Sample: 4th floor deck, North side I Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (lbs.) (psi) (psi) 07-28-05 7 1 5.984 28.12 111840 3980 TEST I II RESUL TS , 08-18-05 I 28 08-18-05 28 H REMARKS This Form Conforms With ASTM C 39 1\11 m f/1 [Tl nn IV 1 I,: 1 l6J lJ LJ ;' '. 1,/1 '\ [(2'\ ;~ "\ <' '>. Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~I~~~~~~"SCi~C'" UES Project No.: 34034-001-01 Construction Matenals Testing' Threshold Inspection Report No.: 065Thresh 820 Brevard Avenue . Rockledge, Florida 32955 Date Submitted: 7-14-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 7-14-05 Technician: Dwight Webster Threshold eMU wall reinforcement 3rd floor walls: Col. Lines; K thru E from 10 to 16; 7 to 9 from L to N No discrepancies were noted. Reinforcing was inspected for bar size, number of bars and spacing. mg,~~~E~~~~~"&iec",. UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No.: 068A 820 Brevard Avenue. Rockledge, Florida 32955 Date Submitted: 08-02-05 (321 ) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 07-15-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of CMU wall reinforcement - 04200. 3rd floor: remainder of walls with the exception of South West stairwell. Reinforcement was inspected for bar size, number of bars and spacing. No discrepancies noted. / III g~~~~~~~~~"sc"cc". UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No.: 069GR 820 Brevard Avenue' Rockledge, Florida 32955 Date Submitted: 08-02-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 07-14-05 Technician: Paul Hightower As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of grout testing for the down cells for building #1, 3rd floor South side. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 3 prisms for compressive strength testing. The grout tested on this day was found to be in accordance with the project plans and specifications with regard to batch time; temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m ~~~~~~~~~~~"SCim"". Project No.: 34034-001-01 Report No.: A7180-0711 Sample No.: A7180 Date 1st Issue: 07-29-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321 ) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF CONCRETE PRISMS SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 ProJect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 07-14-05 Time Sampled: 10:30 am II Sampled By: Paul Hightower Slump: I' -- FIELD Truck No.: 2195 Air Content (by volume): -- & Ticket No.: 92493652 Concrete Temperature: 91 I LAB Time Batched: 9:45 am No. of Cylinders Cast: 3 II DATA Quantity of Load: 10 cubic yards Ambient Temperature: 90 II Water Added At Site: 1 gallon 11 cubic yard Weather Condition: Sunny II II Contractor: -- Admixture: -- Supplier: Rinker II Downcells Location of Placement: Sample: Building 1, 3,d floor South Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Davs Fracture (in.) Area (in.) Load (Ibs.) (psi) Ipsi) 07-21-05 7 1 3.61 13.05 31950 2450 TEST RESULTS 08-11-05 28 08-11-05 28 H , REMARKS This Form Conforms With ASTM C 39 f\71 m 171 Pl m " liJ 1 .:/.,.1 ~ LJ LJ I \ IL.:.....:::J /3 .'\, c ., : Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~,~~~I~~~~~"S"CCC'" UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No.: 063Thresh 820 Brevard Avenue' Rockledge, Florida 32955 Date Submitted: 7-22-05 (321) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 7-12-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete Reinforcement- Columns: 3rd FL Col. Lines L/23, K/11.5 &4, H/11.5 and 14 Masonry Reinforcement- Col. Lines 11,12, & 13 from N to R; 14 to 17 from Q to M; 14 to 18 from L to H. Reinforcing was inspected for barsize, barlap/slice, number of bars and spacing of ties/stirrups. Minor discrepancies were noted and immediately repaired. No further discrepancies noted. wg~~~~~~~~~'IS'i""". UES Project No.: 34034-001-01 Construction Materials Testing' Threshold InspectIOn Report No: 064CR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 7-22-05 (321) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 1.75 Lab Time (hrs): 0.25 Travel Time (hrs): 1.50 Total Time (hrs): 3.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 7-12-05 Technician: Paul Hightower As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the columns of building #1 3rd floor north. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. There was 0.75 hours of standby time onsite. The contractor was notified of the test results or a copy was left for their records. mg~~~~~~~~~"sc;,cce,. Project No.: 34034-001-01 Report No.: A7155~0712 Sample No.: A7155 Date 1st Issue: 07-19-05 Construction Matenals Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Proiect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 07-12-05 Time Sampled: 10:30 am I Sampled By: Paul Hightower Slump: 6 I FIELD Truck No.: 10291 Air Content (by volume): -- I & Ticket No.: 92484993 Concrete Temperature: 89 I LAB Time Batched: 9:24 am No. of Cylinders Cast: 4 I I DATA Quantity of Load: 10 cubic yards Ambient Temperature: 95 I' Water Added At Site: -- Weather Condition: Sunny II Contractor: Admixture: II -- -- Ii Supplier: Rinker II Columns II Location of Placement: II Sample: Building 1, 3'd floor I I Test I Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area (in.) Load (!bs.) (psi) (psi) 07-19-05 7 1 5.987 28.15 102520 3640 TEST II RESULTS 08-09-05 28 II II 08-09-05 28 I H REMARKS I This Form Conforms With ASTM C 39 II I 1\71 m r71 Pl m ~ Iii' I ~ U I ~ I ,.//~ ""\.:\", L::..:........: /3 I" L....::..J = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~~~~~~~~~~"SCi""'" UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No.: 062Thresh 820 Brevard Avenue' Rockledge, Florida 32955 Date Submitted: 7-22-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 7-11-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete reinforcing-3rd floor Perimeter panel bearing beam. Reinforcerrlent was inspected for bar size, lap and spacing. No discrepancies noted. mg'~~~~~~~~~"SCI='" UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: OGGeR 820 Brevard Avenue . Rockledge, Florida 32955 Date: 08-02-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, ivlN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 07-11-05 Technician: Joe Beasley As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the placement of 4000 Design Mix pea rock for South slab edge, 3rd floor. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to h<::ltf'h tirno tomnOratllrO <::Inri sl,'rnn UU1.VII \.111 Iv, LVi I If'""""" I,.Ulv, UII\"A 1\,..011 lit-'" The contractor was notified of the test results or a copy was left for their records. mg~~~~~~~~~"SCiC"'''. Project No.: 34034-001-01 Report No.: A7156-0711 Sample No.: A7156 Date 1st Issue: 07-19-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Proiect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 07-11-05 Time Sampled: 1 :15 pm I Sampled By: Joe Beasley Slump: 6.50 FIELD Truck No.: 10022340 Air Content (by volume): -- & Ticket No.: 92482134 Concrete Temperature: 84 LAB Time Batched: 11:47 am No. of Cylinders Cast: 4 DATA Quantity of Load: -- Ambient Temperature: 90 I II Water Added At Site: -- Weather Condition: Sunny II II Contractor: -- Admixture: -- Supplier: Rinker 3rd floor Location of Placement: I Sample: South West slab edge I Test Avg. Max. Compressive II Age Type of Dimen. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psif II 07-18-05 7 " 5.984 28,12 94140 3350 II I L i' II TEST I! RESULTS 08-08-05 28 I II 08-08-05 28 I I, H II REMARKS This Form Conforms With ASTM C 39 1\71 m r71 PI m ltJ I) I ~ LJ I I ;" \ . i " I/L\I ;3 '\ w.:.J ~ "', = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar III ~~~~I~~~~~~"SCiC""" UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No.: 061Thresh 820 Brevard Avenue' Rockledge, Florida 32955 Date Submitted: 7-22-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 7 -07 -05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of threshold inspection of: Concrete reinforcing Hollow core slab: 3rd floor Edge beam/bearing panel points Previously it was discussed that the plan details on 5-6 show A #4 hooked bar at 40"oc at all bearing locations, yet the field work only reflect this at bearing points on exterior walls. R.W. Pauls Sup1. Harry Schaffer, should have submitted RFI for clarification. This should be done immediately! Today preferably. The reinforcing was found in every paneI/40"oc. but hooks are only at exterior points. eMU \lVall Reinforcement 3rd fioor walls coL Lines 1 thru 7 from k to 1. All reinforcing inspected was found in accordance with structure plans. m~~~~~~~~~~"&ie""'. UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No.: 058Thresh 820 Brevard Avenue. Rockledge, Florida 32955 Date Submitted: 7-15-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-30-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete reinforcinq - 03200 Beam: 3rd floor; elevation: -120'-6" to bottom of beam; lobby entrance area. All reinforcing was inspected for bar size, number of bars, spacing of ties/stirrups and clearance. No discrepancies noted. III g,~~~~~~~~~",&,,"CC" UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: OGOeR 820 Brevard Avenue. Rockledge, Florida 32955 Date: 7-15-05 (321 ) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 0.75 Lab Time (hrs): 0.25 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-30-05 Technician: Danny Satterfield As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the Country Inn and Suites. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 6x12 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time; temperature; and slump, The contractor was notified of the test results or a copy was ieft for their records. m ~~~~~~~~~~'SCiffiC'" Project No.: 34034-001-01 Report No.: A7012~0630 Sample No.: A7012 Date 1st Issue: 07-11-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 07-29-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Prolect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days II DATA Mix Design No. 1307514 Date Sampled: 06-30-05 Time Sampled: 12:05 pm I, Sampled By: Dan Satterfield Slump: 61/4" FIELD Truck No.: 18601 Air Content (by volume): -- & Ticket No.: 92454258 Concrete Temperature: 87 I LAB Time Batched: 11 :43 pm No. of Cylinders Cast: 4 II DATA Quantity of Load: 3 cubic yards Ambient Temperature: 87 Water Added At Site: 5 gal Weather Condition: Sunny II Contractor: Admixture: II -- -- Supplier: Rinker II II Location of Placement: East tie beam. 2nd floor !I 'I Sample: Southeast sections of beam I; Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.l lpsii ( psil~ 07-07-05 7 2 5.990 28.28 104430 3710 TEST 07-28-05 28 1 5.992 28.20 147110 5220 II nr-C-Ilf 'T'~ "t:.~UL I.\:) 5200 07-28-05 28 2 5.994 28.72 146320 5190 H REMARKS This Form Conforms With ASTM C 39 1\71 m 1/1 PI m " 1<' ....1 ~ 1/\,/ U WJ ~ / ~ . Cone, 2 = Cone & Split. 3 = Cone & Shear, 4 = Shear, 5 = Columnar mg~~~~~~~~~"SCi""" UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No.: 057Thresh 820 Brevard Avenue' Rockledge. Florida 32955 Date Submitted: 7-15-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.50 Total Time (hrs): 3.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-28-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete reinforcing - 03200 Columns: 2nd floor: Elevation/ to beam bottom (2) C1, (2)C2, (2)C5 eMU masonry reinforcement - 04200- 2nd floor: remainder of 2nd floor with the exception of col. line 4 to 6/F to A All re.inforcement listed above was inspected for bar size, number of bars, spacing of ties and clearance. Several minor discrepancies were noted within the columns. They were pointed out and eventually repaired. W ~~~~~~~~~~"SCi,""" UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 056CR 820 Brevard Avenue . Rockledge, Florida 32955 Date: 7-15-05 (321) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 2.00 Lab Time (hrs): 0.25 Travel Time (hrs): 1.25 Total Time (hrs): 3.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-28-05 Technician: Paul Hightower As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the columns for building #'1 - 2nd floor east mid to corner. While on site, the technician observed the general condition of the areas to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. mg'~~~~~~~~~"SCi""'" Project No.: 34034-001-01 Report No.: A6975-0628 Sample No.: A6975 Date 1st Issue: 07 -08-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 07-29-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 ProJect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 06-28-05 Time Sampled: 12:45 pm Sampled By: Paul Hightower Slump: 8" FIELD Truck No.: 11530 Air Content (by volume): -- . & Ticket No.: 92445761 Concrete Temperature: 90 LAB Time Batched: 11:51 pm No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cubic yards Ambient Temperature: 94 Water Added At Site: -- Weather Condition: Sunny I II Contractor: -- Admixture: -- II Supplier: Rinker II Columns II Location of Placement: I Sample: E3uilding # 1, 2nd floor. east corner 'I Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average i Date T"sted Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psif 07-05-05 7 1 5.993 28.21 102350 3630 TEST 07-26-05 28 2 5.991 28.19 145630 5170 RESULTS I I I I I I I I 5230 II 07-26-05 28 1 i 5.992 28.70 149250 5290 H REMARKS This Form Conforms With ASTM C 39 I r7l m f7l n m / i 1/;\.1 I" I I,~ ',\ 1 I 4 I L:J L.-...:J ~ L--.::J L-.J : Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~I~:~~~~"SCiecc". UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No.: 055Thresh 820 Brevard Avenue' Rockledge, Florida 32955 Date Submitted: 7-15-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 2.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 3.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-23-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete reinforcement -03200- .. Five 2nd floor columns at Col. lines: H/12, H/14, Kl12, Kl14 and L/13 eMU wall reinforcement -24200- lit 2nd floor walls: Col. lines K - T/1 - 13; L - P/13 -16; 13 -18/ K - H; K - G/9 - 13 All reinforcement in the areas listed above were inspected for bar size, number of bars, bar lap/splice lengths and cover. Several discrepancies were noted and immediately repaired. No further discrepancies noted. Structural steel -05200- .. A Universal CWI, inspected the remainder of the items on the list from Noel Droor and found all items correctly installed with the exception of anchor bolts not tightened on 12x12" plate. Line item #4. This will be re-inspected on 6/28/05 when bolt torque testing is being done. mg~~~~~~~~~"'&i'""'. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 054CR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 7-15-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.25 Travel Time (hrs): 0.75 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 6-23-05 Technician: Alex Ramos As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the tie beams on the North East side of building While on site, the technician observed the general condition of the areas to be tested and cast 2 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. mg~~~~~~~~"S"OOC'" Project No.: 34034-001 ~01 Report No.: A6911-0623 . Sample No.: A6971 Date 1st Issue: 07-07-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 07 -29-05 820 Brevard Avenue . Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Prolect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 06-23-05 Time Sampled: 12:00 pm Sampled By: Alex Ramos Slump: 5" FIELD Truck No.: 10022340 Air Content (by volume): -- & Ticket No.: 92432094 Concrete Temperature: 87 I I , LAB Time Batched: 11 : 1 0 am No. of Cylinders Cast: 4 i i I DATA Quantity of Load: 3 cubic yards Ambient Temperature: 90 II II Water Added At Site: -- Weather Condition: Sunny II Contractor: -- Admixture: -- Supplier: Rinker II Tie beam Location of Placement: II Sample: Northeast wall I I Test I Avg. Max. Compressive I Age Type of Dimen. X-Sect. Compressive Strength Average II Date Tested Days Fracture (in.) Area (in.) Load (lbs.) (psi) (psil 06-30-05 "7 " 5.989 28.17 116330 4130 I II I L TEST ()7-?1-()"i 28 1 5.990 28.18 138430 4910 II RESULTS -. -. -- I 4800 II 07-21-05 28 1 5.991 28.19 132280 4690 H I REMARKS I This Form Conforms With ASTM C 39 I M m r71 PI m 0' I ii,\. I I _ I I /. I LJ I I L-::iI ~ I/~ "\,-, w.:J , Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar .m~~~~E~~~~~"s,,~ce,. Project No.: 34034-001-01 Report No.: A6912:"0623 Sample No.: A6972 Date 1 st Issue: 07-07-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 07-29-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 06-23-05 Time Sampled: -- Sampled By: Alex Ramos Slump: 7" FIELD Truck No.: 10002154 Air Content (by volume): -- & Ticket No.: 92432637 Concrete Temperature: 89 LAB Time Batched: 12:02 pm No. of Cylinders Cast: 4 DATA Quantity of Load: 9 cubic yards Ambient Temperature: 90 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker Tie beam Location of Placement: Sample: Northeast wall Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Davs Fracture (in.) Area (in.) Load (Ibs.) (psi) (psif I 06-30-05 7 2 5.984 28.12 120310 4280 TEST RESULTS I 07-21-05 I 28 I 1 I 5.983 , 28.11 , 164990 , 5870 I I, 5940 07-21-05 28 2 5.985 28.13 168710 6000 H REMARKS This Form Conforms With ASTM C 39 I 1\/1 m 171 VI m l{J ~ kSJ I I I I /1 " /3 \, ~ I '5 I = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar mg'~~~~~~~~~"SCi,"C'" Project No.: 34034-001-01 Report No.: A6828-0616 Sample No.: A6828 Date 1st Issue: 07-06-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 07-19-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 ProJect: Country Inn & Suites - 9009 Astronaut Blvd. - Caoe Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days I DATA Mix Design No. 1307514 Date Sampled: 06-16-05 Time Sampled: 8:16 am Sampled By: Paul Hightower Slump: 7" FIELD Truck No.: 17205 Air Content (by volume): -- Ii & Ticket No.: 92407575 Concrete Temperature: 80 LAB Time Batched: 7:25 am No. of Cylinders Cast: 4 II DATA Quantity of Load: 5 cubic yards Ambient Temperature: 80 I' Water Added At Site: 1 gallon/1 cubic yard Weather Condition: Sunny ,I I Contractor: -- Admixture: -- I Supplier: Rinker I I Footing I Location of Placement: Ii.... Sample: 2nd floor West, building# 2 II Test Avg. Max. Compressive II Age Type of Dimen. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) ~L II 06-23-05 7 1 5.989 28.17 110040 3910 II ( TEST 07-14-05 28 2 5,988 28.16 1aA"J1r\ 5830 I II RESULTS IV-"L.IV 5800 Ii 07-14-05 28 1 5.993 28.21 168150 5960 I II H Ii REMARKS This Form Conforms With ASTM C 39 it M m .r11 VI m I iii,. I I / I I ;/;" I I I I I L..::J 1/2;/ ~ L.J w.:J .,. , " Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar mg~~~~~~~~~"S'i~'",' Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: August 18, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 074CR, 073A, 072A, 071A, A7155, A7236, A7156, A6976. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Ceryficate/(5'f Authorizat' No. 549 /' "'Jdl ~k / //1 Ull0 / ; " \ \..,../ I...;'-"" - &.t-(tQt1i~ ~~~~~ ~F ~~6~~D~.E. Registered Professional Engineer No. 48796 Distribution: Client: 2 . City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTION SERVICES DEPARTMENTlReport Transmittal Sheets\34034-Q01-01.doc wg~~~~~~~~~~"sc."'". UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 074CR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 08-11-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.75 Lab Time (hrs): 0.00 Travel Time (hrs): 0.25 Total Time (hrs): 1.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 07-28-05 Technician: Joe Beasley As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose concrete testing for the placement of concrete for proposed columns. Concrete did not come. There was a 0.75 hour of standby time on site. The contractor was notified of the test results or a copy was !eft for their records. W~~~~~~~~~"&i'C"" UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 073A 820 Brevard Avenue' Rockledge, Florida 32955 Date: 08-10-05 (321) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 07-28-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of threshold inspection. Concrete reinforcement 03200 4th floor columns: 5(C1) columns col. lines L to H from 12 to 15. eMU wall reinforcement-04200- 4th floor, K to T from 8 to 13, and L to H from 10 to 19. Reinforcing was inspected for bar size number of bars, spacing of ties/stirrups and clearance. No discrepancies noted. The contractor was notified of the test results or a copy was left for their records. m ~~~~~~:~~~~"s,,,oc,,. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 072A 820 Brevard Avenue . Rockledge, Florida 32955 Date: 08-10-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 07 -27 -05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of threshold inspection. eMU wall reinforcement - 04200 4th floor CMU walls col. lines K to T from 1 to 7. Reinforcing inspected for bar size, number of bars and length of laps. No discrepancies noted. The contractor was notified of the test results or a copy was left for their records. m ~,~~~I~~~~~~"S'i'"ce,. UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 071A 820 Brevard Avenue. Rockledge, Florida 32955 Date: 08-10-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 07 -26-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete reinforcement-03200 4th floor Edge beam: column lines 13 to 18 from A to T and A to E from 4 to 13. Reinforcement inspected for bar size and spacing. No discrepancies noted. The contractor was notified of the test results or a copy was left for their records. m.UNIVER SAL tJrOJectNO.: ;J4U;J4-UUl-Ul . Report No.: A7155-0712 ENGINEERING SCIENCES Sample No.: A7155 Consultants In: Geotechnical Engineering. Environmental Sciences. Date 1st Issue: 07-19-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 08-11-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Prolect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 07-12-05 Time Sampled: 10:30 am Sampled By: Paul Hightower Slump: 6 FIELD Truck No.: 10291 Air Content (by volume): __ & Ticket No.: 92484993 Concrete Temperature: 89 LAB Time Batched: 9:24 am No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cubic yards Ambient Temperature: 95 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- SlIppl"lor' o'lnker II . - .~,. ."". Columns II. Location of Placement: I Sample: Building 1, 3rd floor I Test II Avg. Max. Compressive 'i Age Type of Dimen. X-Sect. Compressive Strength Average Ii, _ Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) {psil (psi) I 07-19-05 7 1 5.987 28.15 102520 3640 II TEST II RESULTS 08-09-05 28 2 5.989 28.17 143360 5090 II . 5190 I .. 08-09-05 28 1 5.990 28.18 148930 5290 ! , I H I I I /I I REMARKS This Form Conforms With ASTM C 39 ~[J~Dm : Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar W U N IV.ER< 5 AL t"roJect NO.: :54U:54-UU1-U1 Report No.: A7236-0712 ENGINEERING SCIENCES Sample No.: A7236 · Coo,,"',"" 10. G""~hol~1 Eogi_,i"" . E""lOom",,' Sci,o,," . Date 1 sl Iss ue: 08'04-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue' Rockledge. Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISIM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Proiect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 07-12-05 Time Sampled: 11 :00 am Sampled By: Paul Hightower Slump: __ , FIELD Truck No.: 11530 Air Content (by volume): -- & Ticket No.: 92485547 Concrete Temperature: 89" LAB Time Batched: 10:35 am No. of Prisims Cast: 3 I DATA Quantity of Load: 10 cubic yards Ambient Temperature: 95' I Water Added At Site: 1 gallon per 1 cubic yard Weather Condition: Sunny I Contractor: -- Admixture: -. II Supplier: Rinker II Location of Placement: Down cell s I Sample: Building #1, 3,d floor . ~~ II Avg. Max. Compressive I' Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Davs Fracture (in.\ Area lin.) Load (Ibs.) IDS~ (psif 'j 07-19-05 7 1 3.60 13.01 34140 2620 I ---- 00090" "'8 I fEST u- -,J L I RESUL TS nR-nQ.n<; ?A i -- -- -- -- I H I REMARKS This Form Conforms With ASTM C 39 [XJO]L<Jnm ~ ~ ~ L---.J L....i......i.- : Cone, 2 = Cone & Split, 3 = Cone & Sheai, 4 = Sheai, 5 = Columnar mUNIVERSAL t"rOJeCtNO.: '),,+U')"f-UUI-UI . Report No.: A7156-0711 ENGINEERING SCIENCES Sample No.: A7156 ... Coo,,"ao" '0 Gootocho'~lE"<l;",,,,'og . '",',oom"", s"co~, . Date 1 51 Issue: 0 7-19-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 08-11-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 ProJect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 07-11-05 Time Sampled: 1 :15 pm Sampled By: Joe Beasley Slump: 6.50 I . FIELD Truck No.: 10022340 Air Content (by volume): -- & Ticket No.: 92482134 Concrete Temperature: 84 LAB Time Batched: 11 :47 am No. of Cylinders Cast: 4 DATA Quantity of Load: -- Ambient Temperature: 90 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- II Supplier: Rinker ~~ I Location of Placement: /I Sample: South West slab edge II Ii Test II II Avg. Max. Compressive I 1"1 Age Type of Dimen. X-Sect. Compressive Strength Average II Date Tested Days Fracture (in.) Area lin.) Load (Ibs.) (psi) (psif II II 07-18-05 7 2 5.984 28.12 94140 3350 II TEST I RE"'ULT'" 08-08-05 28 1 5.986 28.14 147910 5260 II ..~ ~ 5270 II 08-08-05 28 2 5.987 28.15 148210 5270 II I H I I I Ii Ii REMARKS This Form Conforms With ASTM C 39 ~DJ[2JDillJ = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar WU.N1VE;;R5AL rIUJt:"'ll'lU.. v'"tVv'"t-VVI-UI ~ Report No.: A6976-0628 . ENGINEERING SCIENCES Sample No.: A6976 ~ . Co ","Ita"," I" GeOloch"'''' Eog,""""" . EMIro"m",'" Sol,,,,,,, . Date 1st Issue: 0 7-12 -05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 08-12-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 06-28-05 Time Sampled: 1:15 pm Sampled By: Paul Hightower Slump: -- FIELD Truck No.: 17205 Air Content (by volume): -- & Ticket No.: 92446134 Concrete Temperature: 89 LAB Time Batched: 12:47 pm No. of Prisms Cast: 3 DATA Quantity of Load: -- Ambient Temperature: 90 Water Added At Site: 1 gallon/ 1 cubic yard Weather Condition: Sunny Contractor: -- Admixture: -- II Supplier: Rinker II Down cells Location of Placement: II' Sample: Building # 1, 2nd floor ~ ~ II .. Avg. Max. Compressive 'I Age Type of Dimen. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (osil I 07-05-05 7 1 3.51 12.38 41220 3330 II TEST I RE!':IILT!': 07-26-05 28 1 3.49 12.20 56340 4620 I - -- - 4610 II 07-26-05 28 2 3.48 12.15 55840 4600 I! HI! I I I I REMARKS This Form Conforms With ASTM C 39 ~[I]~DrnJ = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar w ~~~~~~~~~~"s"ccc". Construction Matenals Testing. Threshold Inspecllon 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: August29,2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 081A, 083A, 082A, 078A, 080A, 079A, 075GR, A7438, A7281, A7180, A7236. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, inc. Certificate of AuthorizatIOn No. 549 ~ . ...... f ~}~/1)~ '/'L- _~ c. "'::"~.-t_ L . RIchard E. Hoaglin, P.E. t/2)'/~ STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City/of/Cape, Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTION SERVICES DEPARTMENT\Report Transmittal Sheets\34034-001~01.doc m g~;~~~~~~~"SCi'""'. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 081A 820 Brevard Avenue. Rockledge, Florida 32955 Date: 08-16-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 1.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-15-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of a threshold inspection on the edge beam at the mof elevation: 4 stairwells, 2 elevator towers. Minor discrepancies noted and repaired while Universal was on site. No further discrepancies noted. UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering' Environmental Sciences UES Project No.: 34034-001-01 Construction Material Testing' Threshold Inspection Report No: 083thresh-0810 Date: 08-16-05 820 Brevard Avenue. Rockledge, Florida 32955 On-Site Time (hrs): .50 (321) 638-0808 Fax (321) 638-0978 Lab Time (hrs): 0.00 Travel Time (hrs): 1.50 Total Time (hrs): 2.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-10-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of eMU wall reinforcement Roof elevation: 2 elevator towers and stairwell walls, NE stairs. Reinforcing was inspected for bar size, number and spacing of bars and lap. No discrepancies noted. m~~~~~~~~~~"SC"'''''' UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 082thresh-0809 820 Brevard Avenue o Rockledge, Florida 32955 Date: 08-16-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-09-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of threshold inspection on hal/ow core slab/edgebeam reinforcing. Roof elevation: Remainder of slab with the exception of SE, SW, and NW stairwells. No further discrepancies noted. m ~'~~~~~~~~~~"SCi'C"" UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 078A 820 Brevard Avenue. Rockledge, Florida 32955 Date: 08-11-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 2.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 3.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-05-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of hollow core slab reinforcing and end beam reinforcing. Roof elevation: Col. lines L to T from 1 to 17. At the time of arrival, no areas were complete, Inspector stayed on site until no discrepancies remained. III ~~~~~~'~~'~"Sd'C"" UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 080A 820 Brevard Avenue. Rockledge, Florida 32955 Date: 08-11-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-03-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of CMU wall reinforcement-04200. 4th floor walls remainder of building. Reinforcing was inspected for bar size, number of bars and spacing. Minor discrepancies repaired while inspector was on site. No further discrepancies noted. Structural Steel - 05200 As required Universal used a calibrated torque wrench and checked approximately 8 bolted connections. 1. Several connections did not meet required torque for %" high strength bolt (A325) 355 ft/lbs. 2. Several bolts were found not long enough to provide proper clearance from nuts- 3 threads. III g~~~I~~~~~~"S"OC'''. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 079A 820 Brevard Avenue' Rockledge, Florida 32955 Date: 08-11-05 (321) 638-0808 Fax (321 ) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.50 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-01-05 Technician: Dwight Webster As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of CMU wall reinforcement~04200. 4th floor walls: elevator and walls at col. lines G and F from 9.7 to 17, Reinforcing was inspected for bar size, bar lap, and spacing. No discrepancies noted. mg~~~~~~~~~"SdCC'''' UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 075GR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 08-11-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.75 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 1.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-01-05 Technician: Bill Boyer As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose masonry grout testing for the 3rd floor down cells. While on site, the technician observed the general condition of the area to be tested and cast 1 set of 3 grout prisms for compressive strength testing. The grout tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m g~~~~~~~~~~"sci""'" Project No.: 34034-001-01 Report No.: A7438-0801 Sample No.: A7438 Date 1st Issue: 08-25-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Prolect: Country Inn & Suites, 9009 Astronaut Blvd.Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 08-01-05 Time Sampled: 12:15pm Sampled By: Bill Boyer Slump: 9" FIELD Truck No.: 10291 Air Content (by volume): -- & Ticket No.: 92551884 Concrete Temperature: 97" LAB Time Batched: 11 :40am No. of Prisms Cast: 3 prisms DATA Quantity of Load: 8 Cubic yards Ambient Temperature: 880 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker Location of Placement: 3rd floor down cells Sample: North East corner Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture - ii~~)" Area On.) Load (Ibs.) (psi) (psi) 08-08-05 7 1 3.45 12.13 37950 3130 II "T'~~T I r,n _,r. .,e 28 ! I I Il::.v. UO-L::1-U~ RESULTS 08-29-05 28 H REMARKS This Form Conforms With ASTM C 39 r\, /1 r-r-l r--:::J ~ rTI I I I I / I V I I., I f ~ kbJ ~ LJ UJJ ('" //1 '> //'2 \, /3 -, 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~~~~~~~~~~"SCi'C"C' Project No.: 34034-001-01 Report No.: A7281-0721 Sample No.: A7281 Date 1 st Issue: 07-29-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 08-22-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6 X 12 CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 07-21-05 Time Sampled: 1:10pm Sampled By: Tom Martindale Slump: 8 FIELD Truck No.: 8601 Air Content (by volume): -- & Ticket No.: 9251778 Concrete Temperature: 100 LAB Time Batched: 12:25 pm No. of Cylinders Cast: 4 DATA Quantity of Load: -- Ambient Temperature: 93 Water Added At Site: 15 gallons / 1 cubic yard Weather Condition: Partly Cloudy before and after test Contractor: -- Admixture: -- Supplier: Rinker Location of Placement: Samp'le: 4th floor deck, North side Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Davs Fracture (in.) Area (in.) Load (Ibs.) (psO (psi) 07-28-05 7 1 5.984 28.12 111840 3980 II TEST ! ! ! ..0....' ! ! I! RESULTS 08-18~O5 28 L 5.989 LQ.I ( 137430 4880 4980 08-18-05 28 1 5.992 28.20 142910 5070 H REMARKS This Form Conforms With ASTM C 39 1\/1 )"1 1 rA 17I nil 1\ / I I I I I II V I \/ , I/:\~ ~ LJ UJJ ltJ /~" /"2 ", 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar UNIVERSAL Project No.: 34034-001-01 Report No.: A7180-0711 ENGINEERING SCIENCES Sample No.: A7180 Consultants In: Geotechnical Engineering' Environmental SCiences Date 1st Issue: 07-29-05 Construction Material Testing' Threshold Inspection Date 2nd Issue: 08-19-05 Date 3rd Issue: 820 Brevard Avenue. Rockledge, Florida 32955 Final Issue: (321) 638-0808 Fax (321) 638-0978 COMPRESSIVE STRENGTH OF CONCRETE PRISMS SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 07-14-05 Time Sampled: 10:30 am Sampled By: Paul Hightower Slump: -- FIELD Truck No.: 2195 Air Content (by volume): -- & Ticket No.: 92493652 Concrete Temperature: 91" LAB Time Batched: 9:45 am No. of Cylinders Cast: 3 DATA Quantity of Load: 10 cubic yards Ambient Temperature: 90' Water Added At Site: 1 gallon / 1 cubic yard Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker I Downcells Location of Placement: Sample: Building 1, 3,d floor South Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Davs Fracture (in.) Area (in.) Load (Ibs.) (psi) (psil~ 07-21-05 7 1 3.61 13.05 31950 2450 II TEST , , , I I , II 08-11-05 28 2 3.54 12.60 42210 3350 RESULTS 3440 08-11-05 28 1 3.60 13.01 45910 3530 H REMARKS This Form Conforms With ASTM C 39 r\I1 rTl 171 rTl nTl \. f (' I \/ I I 1 I I! I I y lbJ ~ , ~ ~ U lJlJ l \ //1 \, /"2 " II ( , , I = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar mg~~~~~~~~~~"~i'CC'" Project No.: 34034-001-01 Report No.: A7236-0712 Sample No.: A7236 Date 1st Issue: 08-04-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 08-19-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321 ) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 ProJect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 07-12-05 Time Sampled: 11:00 am Sampled By: Paul Hightower Slump: -- FJELD Truck No.: 11530 Air Content (by volume): -- & Ticket No.: 92485547 Concrete Temperature: 89" LAB Time Batched: 10:35 am No. of Prisims Cast: 3 DATA Quantity of Load: 10 cubic yards Ambient Temperature: 95" Water Added At Site: 1 gallon per 1 cubic yard Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker Location of Placement: Downcells Sample: Building #1, 3rd floor Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Davs Fracture (in.) Area (in.) Loa'd (lbs.) (psi) (psif 07-19-05 7 1 3.60 13.01 34140 2620 II TEST ! OR-09-05 28 I " I '" ~~ I 12.15 ! 49430 ! '000.-; .....Vl vOQV RESULTS 4030 08-09-05 28 1 3.52 12.40 51730 4170 H REMARKS This Form Conforms With ASTM C 39 r\ /1 In 171 171 rTl 1 \ / I I l 1 1/1 r I I' I '\(' J ~ ~ U WJ / \ LtJ /~ \ /1 \ 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar September 5, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION - Outstanding Issues Revisited Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from July 29,2005 through August 31,2005. Outstanding issues as noted per attached summary. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, j ~. / I ~......- <~ ~{) ~ary . Kru ger, P , MLEEO@AP Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 4 ii~;i .,....,....~..,...,."...,. i~~t:j'~i ^[.l~t~( I;.l~f~ J 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 One set stamp/sealed structural dwgs. received. Item closed 6/9/05 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 Item show (2) #8 center bars. All piles were should be issued to UES/TLC. resolved installed with 1. Update 6/7/05. Select per fax pile details changed but FG2 still retains dated 2 - #8 requirement 8/30/05 from D.W. 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 Modified GB's be splayed open on top to form a changes and issue same to all plans monolighic pour when slab on grade is parties. received. placed. The field gradebeams are Resolved square. 6/7/05 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 Item in width and the original reinforcing changes and issue same to all resolved bands/ stirrups are 21" in circumference parties. per fax thus preventing the normal 3" of cover dated to all reinforced concrete permanently 8/30/05 exposed to soils. from D.W. 5 Pilecaps listed as FG-3, 4, 5 and 6- Please advise and issue S/S 1/19/05 Modified are shown in plans poured changes. plans monolithically into slab. Pilecaps in received. field and square and formed to be Resolved poured separately from slab. 6/7/05 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 Item gradebeams - approx. 3".6" off center. changes. resolved per fax dated 8/30/05 from D.W. 7 (2) pilecap types FG~4 and FG-4A are Please advise and issued S/S 1/28/05 I-G-4A's I shown on steel drawings but not on changes. removed in structural. They are different sizes but updated not shown on plans and the reinforcing I plan. is the same amount & sizes. This wili Resolved not work. 6/7/05 8 Received stamped set of structural Please verify. 2/9/05 Fr,-4A'~ ! I plans with several changes ! I r~m-o~~d -in I incorporated (2) items not addressed updated were (1) there are 2 sizes of pilecaps plan. on steel plan take-offs with regards to 2 Resolved pile caps FG-4 and FG-4A. There is 6/7/05 I no FG-4A on structural drawings; only i FG-4. I 9 I The FG-l and I-G-3 piiecaps on new I Please advise and issue S/S I 2/9/05 I Item I I plans are shown poured monoiithicaiiy changes. resolved with slab. The field form work does not per fax reflect that. dated 8/30/05 from D.W. TI r i=r,.!r"ltdCCDlklr- r^n ^ ,...,.......",....................."........... ,....._ - .....1'I'..J11'lL..L..1"'\11'\l-.;l ,Vr\ r'\r\l...-nll CI...< I u~c 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 4 iil~ R~9'~:' ..~g~~~ ....""'~~~~i .:'I-"........".~..~..'!"". 10 DELETED 5/25/05 DELETED 11 DELETED A reinspection is required prior 2/24/05 DELETED to concrete placement. 6/7/05 12 There is also a question with regards to The Engineer of Record needs 2/24/05 Item numerous electrical conduits in slab to approve the configuration of resolved displacing concrete which is to be conduit to be acceptable. per fax placed. dated 8/30/05 from D.W. 13 Slab on grade - Column Lines 1 to The 900 hooks were added to all 3/2/05 3/2/05 8.25 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.O.R. determined 3/2/05 Item with regards to grade beam FG-3 at M/1.5. that this grade beam was not resolved needed." per fax dated 8/30/05 from D.W. 15 The electrical room slab has to be Universal did receive a faxed 3/2/05 3/2/05 changed. copy of change order from E.O.R. 16 On plans S-5, the thickened edges at slab Need response from E.O.R. 2/28/05 Observed perimeter show the #5 bars in slab mat by UES. having hooks 900 turned into FG-1/FG-3 Resolved beams. The mat in place has no hook 6/7/05 bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. 2/28/05 Item col. Line M/1.5. This beam should have tied resolved into the FG-2 at col. Line 2. Due to the fact per fax that the FG-2 was poured prior to this dated inspection, the bottom #B bars in the FG-3 8/30/05 have been cut off and the top (3) are laying from D.W. atop the poured FG-2. 18 DELETED 2/23/05 I DELETED 5/25/05 19 Ul::L1:: Il::D 2/23/05 DELETED 5/25/05 I 20 I DELETED ! 3/10/05 I DELETED I 5/25/05 21 Concrete reinforcement overhead Two (2) discrepancies were 3/18/05 Confirmed beams at Lobby area, Column Lines noted, pointed out to by UES. 18.7 and 20/H to K. Inspected was bar I superintendent and Resolved size, number of bars, spacing of ties immediately repaired correctly. 6/7/05 I and c1e~ra~ce.. Tw? (2) discrepancies I I I I I were notea, pOlntea out to I The structural specific-ations ca!! for I I I ...... .. . . superlmenaem ana ImmeOlately a c1eanout at each reinforced cell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the c1eanouts are spaced at 2 and 3/A to K - All reinforcing was 16" instead of 8" as this is a shear inspected for bar size, bar cap, spacing of wall with reinforcing at 8" o.c. grouted cells and placement. I I I I L:\2005-Jobs\505022-Country Inn and Suites\ThresholdITableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 4 DELETED 5/25/05 23 DELETED 3/23/05 DELETED 5/25/05 24 DELETED 3/31/05 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200 - 1 The reinforcing was inspected 4/13/05 Confirmed Floor. Column Lines 13 to 17 / P, N, M for bar size, lap, splice, length by UES. & Land shearwalls @ NE stairwell and cover. (1) discrepancy Resolved walls. Reinforcing was inspected for noted: The left (south) end of 6/7/05 barsize spacing of bars, lap/splices and beam does not have enough c1eanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-7 Columns 1 st floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20/05 Correction Overhead beam at lobby elevator. slab at 13/K.8 to M are not observed Discrepancy noted on previous within walls (8) bars need to be by UES. inspection was correctly repaired. added by drilling to epoxying Resolved CMU Masonry 4200 - 1st floor column into slab a minimum of 3". A 6/7/05 line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of grout. 27 CMU Reinforcing Inspections. 1 floor No discrepancies found. 6/2/05 Correction column line 6 thru 9/ L to T. All observed reinforcing was inspected for bar size, All areas which had by UES. cap and placement. discrepancies on previous Resolved inspections with regards to 6/7105 I reinforcing out of cells were correctly repaired by epoxying new bars within the CMU cells. 28 Nu,"erous Cu,",edium; Were changed Requirements in writing bi'Liu!:J Item to accommodate size differences and required from EaR. resolved I I adaptations of welds and clips in lieu of I I per fax I bolted were discussed. All calculation dated of shear and moment were complete by 8/30/05 Mr. Droor and requirements will be from D.W. made in writing. Several stiffeners and angle bracing (kickers) will need to be installed. All items on list from Mr. nrl"\ruo lA/ill hn inc-r..H'''I...-.+.......rl hu I I l""'Oi\l_.......,.. I ........ I I I I I L...J'I VVI VVIII v" III.::;)tJv~.d.t;:;IU uy VI IIVCI.-::>Ol at I a later date. 29 Structural Steel 05200: Anchor bolts To be reinspected on 6/29/05 6/23/05 Item not tightened on 12" x 12" plate. Line when bolt torque testing is resolved Item #4. being done. per fax dated 8/30/05 I I I I I from D.W. I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 4 of 4 Hollow Core Slab, 3 Floor, Edge Beam/Bearing Panel Points: Previously discussed that the plan details on 5-6 show A #4 hooked bar at 40" o.c. at all bearing locations yet the field work only reflect this at bearing points on exterior walls. Reinforcing was found in every panel/40" o.c. but hooks are only at exterior points. R.W. Pauls Supt. Harry Schaffer should have submitted RFI. 30 At north stairwell, (2) embeds are Should be repaired to facilitate 8/5/05 missing or misaligned preventing the welding of beams and then welding, Col. Line 4.9. On Col. Line joists in these areas. 4.95, the galvanized plates atop the 4 pier columns are at varying elevations and are supported by wood wedges instead of non-shrink grout. 31 Structural Steel 05200: Several Contractor notified. 8/3/05 connections did not meet required torque for %" high strength bolt (A325), 355 ft/lbs. General wedge anchors at added beam clips were not tightened. Several bolts were found not long enough to provide proper clearance from nuts - 3 threads. ~---- CM LEEO@ L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ENGINEERING FOR ldlCillTU'f1.l1'l!! THRESHOLDINSPECnONREPORT Project: Country Inn & Suites Field Report No: 034034 (055Thresh) Permit No.: nfa Plans Examiner: nfa Project #: 505022 Date: June 23,2005 Time: WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+f-) 1- Present at Site: nfa Estimated % of Completion: - Work in -riELS 2h<2.fi Progress: ............. ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete Reinforcement - 03200: Five 2nd Floor columns @ Col. Lines H/12, H/14, K/12, K/14 and L/13. CMU Wall Reinforcement - 04200: 2nd Floor Walls: Col. Lines K to T/1 to 13; L to P/13 to 16; 13 to 18 I K to H; K to G/9 to 13. All reinforcement in areas listed above were inspected for bar size, number of bars, bar lap/splice lengths and cover. Structural Steel - 05200: A Universal CWI inspected the remainder of items on list from Noel Dreer and found all items correctly installed with the exception of anchor bolts not tightened on 12" x 12" plate. Line Item #4 - This will be reinspected on 6/28/05 when bolt torque testing is being done. IITEMS NOT IN COMPLIANCE WITH THE CONTP.ACT DOCUMENTS: I ISevera! discrepancies were noted and immediately repaired. No furHler discrepancies noted. Items to Verify: none Information or Action Required: none ~ttachments: II.I/^ I rll/M. I Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1069 Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 !EN Gl NEIERIN G FOil AH:l!ITiCflllllE THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034(057Thresh) Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: June 28, 2005 Time: WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in .<<<;<; Progress: <....,..................... ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete Reinforcing - 03200: Columns, 2nd Floor: Elevation to beam bottom (2) C1, (2) C2, (2) C5. CMU Masonry Reinforcement - 04200: 2nd Floor: Remainder of 2nd floor with the exception of Col. Line 4 to 6/F to A. All reinforcement listed above was inspected for bar size, number of bars, spacing of ties and clearance. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: Several minor discrepancies were noted within the columns. They were pointed out and eventually I rAn:::lirArl . ..... r- ....... -- --. Items to Verify: none r!nformation or Action Required: ,none r Attachments: N/A Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1 069 ( I U - Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 ENGINEEIUNG fOI! A!i 01 IH CT lHH' THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034(058Thresh) Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: June 30, 2005 Time: Weather/Temp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in "iii", Progress: :',y ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete Reinforcement - 03200. Beam: 3rd Floor; Elevation: 120' - 6" to bottom of beam; lobby entrance area. All reinforcing was inspected for bar size, number of bars, spacing of ties/stirrups and clearance ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: No discrepancies noted. I I Items to Verify: none Information or Action Required: none Attachments: N/A I IDwight Webster I IReport By: Special Inspector: Gary C. Krueger, PE Special Inspector #1069 Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ENGINEERING PCH! Afn:::lfITHfl!l!;[ THRESHOLDINSPECnONREPORT Project: Country Inn & Suites Field Report No: 034034(061 Thresh) Permit No.: nfa Plans Examiner: nfa Project #: 505022 Date: July 7, 2005 Time: WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: nfa Estimated % of Completion: - Work in <<<........,.<..'<<i Progress: <<< )7 ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of threshold inspection of: Concrete Reinforcing: Hollow Core Slab: 3rd Floor Edge Beam/Bearing Panel Points Previously it was discussed that the plan details on 5-6 show A #4 hooked bar at 40" o.c. at ail bearing locations, yet the field work only reflect this at bearing points on exterior walls. RW. Pauls Supt., Harry Schaffer, should have submitted RFI for clarification. This should be done immediately! Today preferably. The reinforcing was found in every panel/40" o.c. but hooks are only at exterior points. eMU Wall Reinforcement: 3rd Floor Walls Col. Lines 1 thru 7 from K to T: All reinforcing inspected was found in accordance with I structure plans. I ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: NfA Items to Verify: none Information or Action Required: Inone I 1- . ttachments: NfA Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1 069 ....." Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ENGINEERING fOil: A!!ClIlTICnJaE THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034(062Thresh) Permit No.: nfa Plans Examiner: nfa Project #: 505022 Date: July 11, 2005 Time: WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+f-) 1- Present at Site: nfa Estimated % of Completion: - Work in ~~~~i~'i <.0 Progress: ii"" ITEMS INSPECTED: IAs requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete Reinforcement - 3rd Floor: Perimeter panel bearing beam. Reinforcement was inspected for bar size, lap and spacing: ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: No discrepancies noted. Items to Verify: none I Information or Action Required: none IAttachments: INfA I Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1 069 Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 EN Gl NiEERIN G fOil. AROllTfC'fll!H THRESHOLDINSPECnONREPORT Project: Country Inn & Suites Field Report No: 034034 (063Thresh) Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: July 12, 2005 Time: lweatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in Threshold Progress: ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Concrete Reinforcement Columns: 3rd floor Col. Lines L/23, K/11.5 & 4, H/11.5 and 14. Masonry Reinforcement Col. Lines 11, 12 & 13 from N to R; 14 to 17 from Q to M; 14 to 18 from L to H. Reinforcing was inspected for bar size, bar lap/slice, number of bars and spacing of ties/stirrups. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS; IMinor discrepancies were noted and immediately repaired. Il\ln f, ,rthcr rlicr'rcn!:1nr'icc nr.tcrl I....., ,_, I., ,...., \"AI....,VI ""t-.n....... IVI'-"oJ I IV.........'-A. none jlnformation or Action Required: Inone I I Attachments: N/A Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1 06~ { v U Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 filtHH NfERIN G rort AliO!lTiC'fLlRE THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 (065 Thresh) Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: July 14, 2005 Time: WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in ""V"." Progress: <\7 ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: CMU Wall Reinforcement: 3rd Floor Walls: Col. Lines K thru E from 10 to 16; 7 to 9 from L to N. Reinforcing was inspected for bar size, number of bars and spacing. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: No discrepancies were noted. Items to Verify: none information or Action Required: none ~ttachments: N/A Report By: Dwight Webster / / Special Inspector: Gary C. Krueger, PE .&, 0~ SlJe~ciallnslJector #1 069 \ ~ Y /x\ \...~~/ , . . // ..~ ~ , J l l..-.J r I / . v Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 ENGI !\IEERIN G FOil AllCHITlCl'tiiH THRESHOLDmSPECnONREPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: July 27, 2005 Time: 7:30 - 8:30 WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in Threshold Progress: ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of threshold inspection: CMU Wall Reinforcement - 04200, 4th Floor CMU Walls; Col. Lines K to T from 1 to 7: Reinforcing inspected for bar size, number of bars, and length of laps. ITEMS NOT IN COMPLIANCE WITH THE CONTR.6.CT DOCUMENTS: N/A l!tems to Ve!ify: Inone I I I Information or Action Required: none Attachments: N/A Report By: Dwight Webster Special Inspector: ! I . . Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 EN Gl NEERIN G fOR: k~(l!IT!Cfl.H![ THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 (072A) Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: July 27, 2005 Time: WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) [- Present at Site: n/a Estimated % of Completion: - Work in I""'iiii. iiii Progress: )) )S ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of threshold inspection: CMU Wall Reinforcement - 04200, 4th Floor: CMU walls Col. Lines K to T from 1 to 7. Reinforcing was inspected for bar size, number of bars and length of laps. The Contractor was notified of the test results or a copy was left for their records. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: No discrepancies noted. Items to Verity: Inane I Information or Action Required: none Attachments: N/A Report By: Dwight Webster ~_t"'\1 r- 1/""'11___"- nc /I A" / I ISpeciallnspector: IUQ1 y V. 1'1 UC\:!CI, r I:: {ja.4...... UL.. ~- C'___:_I 1_-..................._... J.J.A r'\~r\ IvfJt:l.Jlctl III::>fJt:l.JlUI t+ I UOtl / ~-- / - l- If'(! I / I Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ENGlNEER.ING POll JdlClllTHruu THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: July 28, 2005 Time: 11 :30 -12:30 WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - !Work in Threshold Progress: ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of threshold inspection: Concrete Reinforcement - 03200, 4th Floor Columns, 5 (C1) Columns - Col. Lines L to H from 12 to 15: eMU Wall Reinforcement - 04200, 4th Floor K to T from 8 to 13 and L to 4 from 10 to 19: Reinforcing inspected for bar size, number of bars, spacing of ties/stirrups and clearance. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: No discrepancies noted. I ! ! Items to Verify: none Infonnation or Action Required: none Attachments: N/A . IReport By: IOwight Webster I Special Inspector: Gary C. Krueger, PE Special Inspector #1 069 / Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ENGI NEERIN G FOR A~OWrfCTl.ln THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 (073A) Permit No.: nla Plans Examiner: nla Project #: 505022 Date: July 28, 2005 Time: !WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: nla Estimated % of Completion: - Work in !...."".""".", Progress: ....... ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of threshold inspection: Concrete Reinforcement 03200, 4th Floor Columns: 1. 5 (C1) columns Col. Lines L to H from 12 to 15. CMU Wall Reinforcement 04200, 4th Floor: 2. K to T from 8 to 13, and L to H from 10 to 19. Reinforcing was inspected for bar size, number of bars, spacing of ties/stirrups and clearance. The Contractor was notified of the test results or a copy was left for their records. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: No discrepancies noted. ! Items to Verify: none Information or Action Required: none IAttachments: "~J^ I 111M. Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE / Special Inspector #1 069 Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 IENG1NEE1UNG FOR AlICllIT!Crti!H. THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: ~ug. 1} 2005 Time: 10:45 - 11: 15 WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in Threshold Progress: ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: CMU Wall Reinforcement - 04200 4th Floor Walls, Lobby Elevator and Walls at Col. Lines G and F from 9.7 to 17. Reinforcing was inspected for bar size, bar lap and spring. No discrepancies noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: [. . .. [ N/A Items to Verify: Inone [Information or Action Required: Inone Attachments: N/A Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1 069 -/ Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274 . Fax 321-639-8986 EN Gl NEERIN G fOI!: A.IICitITfC1'UIU: THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: Aug. 3,2005 Time: 11 :00 - 12:30 WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in Threshold Progress: ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: CMU Wall Reinforcement - 04200 4th Floor Walls - Remainder of Bldg: Reinforcing was inspected for bar size, number of bars and spacing. Minor discrepancies repaired while inspector was on-site. No further discrepancies noted. Structural Steel - 05200 As required, Universal used a calibrated torque wrench and checked approx. 8 bolted connections. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: 1. Several connections did not meet required torque for %" high strength bolt (A325), 355 ftilbs 2. General wedge anchors at added beam clips were not tightened. 3. Several bolts were found not long enough to provide proper clearance from nuts - 3 threads. I none Information or Action Required: none Attachments: N/A I Iowight vVebster I [Report By: Special Inspector: Gary C. Krueger, PE Special Inspector #1069 / Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274 . Fax 321-639-8986 !EN GI NEERIN G roll. AII.>C#lHE'fUiJ:f. THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: nfa Plans Examiner: nfa Project #: 505022 Date: Aug. 5,2005 Time: 9:30 -11:30 Weather/Temp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: nfa Estimated % of Completion: - Work in Threshold Progress: ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Hollow Core Slab Reinforcing and End Beam Reinforcing. Roof Elevation: Col. Lines L to T from 1 to 17; at time of arrival, no areas were complete. Inspector stayed on site until no discrepancies remained. I ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: N/A I I Items to Verify: none Information or Action Required: none IAttachments: "I/A I 11'1//"'\ Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1069 Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 EN Gl NEERIN G rOI! kRCllIHCfU!1[ THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: Aug. 9,2005 Time: 12:00 -1 :00 WeatheriTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in Progress: """'."'" ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Hollow Core Slab/Edge Beam Reinforcing. Roof Elevation: Remainder of slab with the exception of SE, SW and NW stairwells. No Discrepancies were noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: N/A Items to Verify: Inone ! '- - - - - - , Information or Action Required: none ttachments: N/A Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE / ~. /J /! ~ ,Special Inspector #1069/ \r ) C--I/ <- I I L '\.../ V D Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274' Fax 321-639-8986 ENGINEERING FOil AflC%ITlC'fli!H' THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: V\ug. 10, 2005 Time: 12:00 -12:30 lWeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in ~,~~~~t'~I; Progress: ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: CMU Wall Reinforcement Roof Elevation: 2 elevator towers and stairwell walls, N.E. stairs. Reinforcing was inspected for bar size, number and spacing of bars and lap. No discrepancies noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: N/A ! I Items to Verify: none Information or Action Required: none IAttachments: 11.1/.1'.. I I 11..,1 \ Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE /' Special Inspector #1069 Page 1 of 1 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 E:NGINEEIWNG fOR ARCl!IHCnnH' THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: Aug. 15,2005 Time: 9:30 -10:00 Weather/Temp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in ,"m,' Progress: ITEMS INSPECTED: IAs requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Edge Beam: Roof Elevation: Four (4) stairwells, two (2) elevator towers. Minor discrepancies noted and repaired while Universal on-site. No further discrepancies noted. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: [N/A Items to Verify: Inone [Information or Action Required: Inone I Attachments: N/A Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1069 Page 1 of 1 m~~~~~~~~~~.SCiec"'. Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: September 7, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 077CR, A7489, A7438, 084MB. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate 9,f Aut~~o/t No. 549 ~f4jw-rP/ ii~~i ~F ~~ag~~D~'E. /lfJ-~ Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: R\^J Paul Construction, Inc; 581 E Horatio Ave; ~v1aitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCT!ON SERVICES DEP,l1.RTMENT\Repcrt Transrnitt3! Shects\34034-001-01.doc m ~~~~~~~~~~~'SCiC"ce,. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 077CR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 08-11-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 1.75 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-05-05 Technician: Bill Boyer As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the 5th floor seam fill. While on site, the technician observed the general condition of the area to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. mg~~~~~~~~~"&ICC"'. Project No.: 34034-001-01 Report No.: A 7 489-0805 Sample No.: A7489 Date 1st Issue: 08-22-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6 X 12 CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Prolect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 08-05-05 Time Sampled: 12:15 pm Sampled By: Bill Boyer Slump: 8" FIELD Truck No.: 2195 Air Content (by volume): -- & Ticket No.: 92570081 Concrete Temperature: 95" LAB Time Batched: 11:17 am No. of Cylinders Cast: 4 DATA Quantity of Load: 5 cubic yards Ambient Temperature: 8T Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker Location of Placement: 5th floor slab Sample: Seam fill North \^Jest corner Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area On.) Load (ibs.) (psi) {psif I 08-12-05 .., 1 5.983 28.11 86130 3060 ( TEST II RESULTS 09-0?-O5 28 I 09-02-05 28 H REMARKS This Form Conforms With ASTM C 39 f\71 m W Pl I[l ./ '\ ; i/ 1;.\.1 l /\1 I ~)'" I I . I ~ l/L -',I ~ ~ U 10 I 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar II) M~~~~~~~~~"SCi","'" Project No.: 34034-001-01 Report No.: A7438-0801 Sample No.: A7438 Date 1st Issue: 08-25-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 08-30-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites, 9009 Astronaut Blvd.Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 3000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampled: 08-01-05 Time Sampled: 12:15pm Sampled By: Bill Boyer Slump: 9" FIELD Truck No.: 10291 Air Content (by volume): -- & Ticket No.: 92551884 Concrete Temperature: 9r LAB Time Batched: 11 :40am No. of Prisms Cast: 3 prisms DATA Quantity of Load: 8 Cubic yards Ambient Temperature: 880 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: -- Supplier: Rinker Location of Placement: 3rd floor down cells Sample: North East corner Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Davs Fracture (in.) Area (in,) LO:1Q (!hs.) (psi) (psi) 08-08-05 7 1 3.45 12.13 37950 3130 I "'Fi""If';oT I 08-29-05 28 2 3.52 12.40 51360 4140 I R::~LTS 4280 08-29-05 28 1 3.52 12.45 54920 4410 H REMARKS This Form Conforms With ASTM C 39 I\"J'I rTI r---i'I ,-,---, nTl I' f 1 1 ! I I /1 V I \\// ~ ~ LJ lliJ ;' \. lbJ ./,l"1 ''''\, ..t'... '"" . //.2 "'<.... ;<3 1 = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m~'~~~~~~~~~'S'iffi~'" UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 084MB 820 Brevard Avenue' Rockledge, Florida 32955 Date: 08-26-05 (321) 638-0808 Fax (321) 638-0978 Client: Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: July 28, 2005 Masonry Block Compressive Strength Test Sample Description: eMU block Sample Location: Building 1 2nd floor Set Number: 5 Pickup Date: 7-12-05 Master Break Size (inches) Gross Area Net Area Load Net Strength Number Date L W H (Sq. In.) (Sq. In.) . (Pounds) (PSI) 9638 07-29 15.5 7.5 7.5 116.2 55.6 218210 3930 I 9638 I 07-29 15.3 7.3 7.3 116.8 55.3 212430 3840 9638 07-29 15.2 7.4 7.7 116.2 56.2 214360 3810 9638 07-29 15.2 7.5 7.4 117.4 55.3 218430 3950 9638 07-29 15.2 7.6 7.4 117.4 55.8 219430 3930 ~ mg~~~~~~~~~~"SCiC"," . Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: September 12, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 085DR, 0850, 076GR, A7490. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificat~f Au~riz<Won No. 549 ~..... /J / ~ (~i1foa~pE.. v(/.1krr STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, !nc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\C:ONSTRUCT!ON SERV!CES DEP,t..RTMENT\Rcport T18nsmittal Sheets\34034-001-01.doc m~'~~~~~~~~~"SCi,"C'" UES Project No. 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 085DR-0902 820 Brevard Avenue' Rockledge, Florida 32955 Date Issued: 09-07-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 0.75 Total Time (hrs): 1.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 09-02-05 Technician: Bill Boyer As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the deceleration lane. While on site, the technician observed the general condition of the areas to be tested and performed 3 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 98% of the maximum dry' density per ASTM 01557. The Contractor was notified of the test results or a copy was left for their records. The density tests are attached to this report. m~~~~~~~~~~"&i""". UES Project No. 34034-001-01 UES Report No. 0850-0902 Date 09-07-05 Construction Materials Testing. Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Report of In-Place Densitv Tests Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Area Tested: Deceleration lane Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Date of Test: 9-02-05 Technician: Bill Boyer Requirements: 98% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. TEST LOCA HON TEST TEST PROCTOR FIELD DRY FIELD % RESULTS # OF ELEV. THICKNESS # DENSITY MOISTURE COMPACTION (3) TEST (1 ) (IN) (2) (PCF) 0/0 1 15' South of North end 0 10" 1 121.4 11.6 98 A 2 30' North of entrance 0 10" 1 122.1 10.9 98 A I 3 40 South of entrance 0 10" 1 121.7 11.4 98 A -", (1 ) Ref. Datum: 0= top of base course 2) (3) Results Key Maximum Optimum A. Compaction meets minimum requirements Dry Moisture B. Compaction does not meet minimum requirements Proctor # Density Content C. Moisture does not meet requirements 1 124 11 D. Recompaction required II I I II m~~~~~~~~~~"Sci,"""' UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 076GR 820 Brevard Avenue' Rockledge, Florida 32955 Date: 08-11-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 0.75 Total Time (hrs): 1.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Centra! Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-03-05 Technician: Tim Hughes As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose masonry grout testing for the course masonry used on the 4th floor. \Nhile on site, the technician observed the general condition of the area to be tested and cast 1 set of 3 grout prisms for compressive strength testing. The grout tested on this day was found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. m~~~~~~~~~~"SCi'C'~' Project No.: 34034-001-01 Report No.: A7490-0803 Sample No.: A7490 Date 1st Issue: 08-22-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 09-08-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF GROUT PRISM TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 ProJect: Country Inn Suites, 9009 Astronaut Blvd., Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi @28 days Ticket: 4000 psi @ 28 days DATA Mix Design No. 1293426 Date Sampled: 08-03-05 Time Sampled: 9 Sam pled By: Tim Hughes Slump: 9" FIELD Truck No.: 100023217 Air Content (by volume): N/A & Ticket No.: 92560810 Concrete Temperature: 840 LAB Time Batched: 11 :50 a.m. No. of Prisms Cast: 3 DATA Quantity of Load: 8 Cubic yards Ambient Temperature: 910 Water Added At Site: -- Weather Condition: Sunny Contractor: RW pour Admixture: -- Supplier: Rinker Coarse masonry 4th floor Location of Placement: Sample: South East corner of buildinq Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Davs Fracture (in.) Area (in.) Load lIbs.) (p~il (psi) 08-10-05 7 2 3.46 12.04 37130 3080 TI::~T 08-31-05 28 1 '> A~ 12.10 45390 3750 II ..J.'T ( I! I L..v I 3870 RESULTS 08-31-05 28 2 3.50 12.25 48850 3990 H REMARKS This Form Conforms With ASTM C 39 r\71 m r71 rm \./ /J:>~,J ,>( , I ) , LJ Ii: I ! \ ~ 1/2'\\.1 LLLJ . . = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar UNIVERSAL ..... ...... ENGINEERING SCIENCES ... ....- Consultants In: Geotechnical Engineering. Environmental Sciences. Construction Materials Testing. Threshold Inspection 820 Brevard Avenue. ROCkledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: September 16, 2005 Field and laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida = - As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 086DR, 0860, 5748, A7489, A6927. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. CertitIcate of Autt~ati<w No. 549 /J^ 4 /~ ( I /L.","{J~ ' t/ ~ard E. Hoaglin, P.E. q!I?k- SATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, BUilding Dep/. P. O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:ICONSTRUCTION SERVICES DEPARTMENT\Report Transmittal SheelsI34034-001_01.doc m~~~~~~~~~~"SCi'''ce,. UES Project No. 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 086DR-0823 820 Brevard Avenue' Rockledge, Florida 32955 Date Issued: 09-07-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.25 Travel Time (hrs): 1.00 Total Time (hrs): 2.25 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-23-05 Technician: Tom Martindale As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the deceleration lane on Atlantic Avenue. While on site, the technician observed the general condition of the areas to be tested and performed 3 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to not meet the project compaction requirements of 98% of the maximum dry density per ASTM 01557 due to lack of compactive effort. The Contractor was notified of the test results or a copy was left for their records. The density tests are attached to this report. ',,", L.VW reST RESULTS m~~~~~~~~~"SCiecw,. UES Project No. 34034-001-01 UES Report No. 0860-0823 Date 09-07-05 Construction Materials Testing. Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Report of In-Place Densitv Tests Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Area Tested: Deceleration lane on Atlantic Avenue Type of Test: Field: ASTM D 2922 Laboratory: ASTM D 1557 Date of Test: 8-23-05 Technician: Bill Boyer Requirements: 98% of Proctor maximum dry density, These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. TEST LOCA nON TEST TEST PROCTOR FIELD DRY FIELD % RESULTS # OF ELEV. THICKNESS # DENSITY MOISTURE COMPACTION (3) TEST (1 ) (IN) (2) (PCF) % 1 15' South of North end 0 10" 1 112.2 10.3 90 B,O Z 30' North of entrance 0 10" 1 113.0 10.5 91 B,O 3 40' South of entrance 0 10" 1 112.7 10.1 91 B,O (1 ) Ref. Datum: 0= top of base course (2) (3) Results Key II I Maximum Optimum II A. Compaction meets minimum requirements Dry Moisture B. Compaction does not meet minimum requirements Proctor # Density Content C. Moisture does not meet requirements 1 '124 i i O. Recompaction required [I I I ~I LOW reST RF=~' " TC - - - . a_"" '""..... V UNIVERSAL Client No: 34034-001-01 ENGINEERING SCIENCES Consultants In: Geotechnical Engineering - Date: 8/30/05 Environmental Sciences - Construction Materials Testing 820 Brevard Avenue - Rockledge, Florida 32955 - (321) 638-0808 REPORT OF LIMEROCK BEARING RATIO Client: PORTVIEW COUNTRY INN & SUITES L.l.C. 215 N. CENTRAL AVENUE DELUTH, MN. 55807 Project: COUNTRY INN & SUITES CAPE CANAVERAL, FLORIDA Location: N. END OF DE-CEL LANE Date Sampled: 8/23/05 Sampled By: TOM MARTINDALE 140 \ \ SUMMARY OF TEST RESUL TS 138 li , I \ \ TEST METHOD FM 5-515 136 \ \ MAXIMUM \ \ DRY DENSITY 124.0 pcf 134 ~-- \ OPTIMUM \ \ 11.0 % \ MOISTURE CONTENT 132 i- I \, \ 1\ U.S.C.S. 0 ~ . . ~-~ \ 0 130 SOIL DESCRIPTION LL \ 1\ u is ~- \ :\ GREY SAND WITH CRUSHED ::J " "i '-,0 ~- '-' r.<::..u \ ~ 1\ L1MEROCK 0' f CL I--j \, i\, (f) D \\ FILL: xxx NATURAL GROUND: --- c ::J .- : , 0 \ \ e::.. '124 >- , i/", \ \.1\ PASSING #200 SIEVE % f- . ~ '\ \ 't (f) 127 ,\1\1 z ! \ CORRECTED LBR (FM 5-515) ~?A w \, " I 0 i I r\ t\J \ I L ,...... >- 120 I , I ) \ \I'~ D::: 0 ! , \ \1\ CURVES OF 100% SATURATION 118 f\ i \ !\ \ FOR SPECIFIC GRAVITY EQUAL TO: . .~. ~ i ,\ 116 i' \ \ \ 2.75 I ! \\ \ -~ n 1 i 4-- ~ , \ \ \ 2.70 " 2.65 ,-- \ \ 112 \ .\ 110 \ \1 MOISTURE CONTENT (Percent of Dry Weight) LAB NO: 5748 NOTES: m~'~~~~:~~~'~"SdCCC". Project No.: 34034-001-01 Report No.: A 7 489-0805 Sample No.: A7489 Date 1st Issue: 08-22-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 09-02-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 ProJect: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1307514 Date Sampled: 08-05-05 Time Sampled: 12:15 pm Sampled By: Bill Boyer Slump: 8" FIELD Truck No.: 2195 Air Content (by volume): -- & Ticket No.: 92570081 Concrete Temperature: 95" I LAB Time Batched: 11:17 am No. of Cylinders Cast: 4 DATA Quantity of Load: 5 cubic yards Ambient Temperature: 8T Water Added At Site: -- Weather Condition: Sunny I I Contractor: -- Admixture: -- I Supplier: Rinker 5th floor slab I Location of Placement: Sample: Seam fill North West corner II Test II Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average II Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) II 08-12-05 7 1 5.983 28.11 86130 3060 II TEST RESULTS 09-02-05 28 2 5.986 28.14 120980 4300 ,I II , 4310 'I 09-02-05 28 i 1 5.988 28.16 121750 4320 H II REMARKS This Form Conforms With ASTM C 39 f\ll m fI1 n m ~. 0' 1/; "\,1 1/2:'\.1 1 /'\,. 1 I 4 I 1 ~ I .13 ". L---...::! ~ L-..:J L-....J L-.:..J . . = Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar gJUNIVERSAL Project No.: 34034-001-01 Report No.: A6927-0623 ENGINEERING SCIENCES Sample No.: A6927 . Consultants In Geotechnical Engineering' Environmental Sciences' Date 1 st Issue: 07 -07 -05 Construction Matenals Testing' Threshold Inspection Date 2nd Issue: 07 -29-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi at 28 days Ticket: 4000 psi at 28 days DATA Mix Design No. 1293426 Date Sampied: 06-23-05 Time Sampled: __ Sampled By: Alex Ramos Slump: 7" FIELD Truck No.: 10002154 Air Content (by volume): __ & Ticket No.: 92432637 Concrete Temperature: 89 LAB Time Batched: 12:02 pm No. of Cylinders Cast: 4 DATA Quantity of Load: 9 cubic yards Ambient Temperature: 90 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: __ Supplier: Rinker Tie beam Location of Placement: Sample: Northeast wall Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average Date Tested Days Fracture (in.) Area (in.) Load (Ibs.) (psi) (psi) 06-30-05 7 2 5.984 28.12 120310 4280 TI=~T I I I , cr:::'C!'-U~ ''''C!' L 07-21-05 I 28 I 1 I 5.983 28.11 164990 5870 ru_u .... I u 5940 07-21-05 28 2 5..985 28.13 168710 6000 H REMARKS This Form Conforms With ASTM C 39 1\ ./'1 In 171 fTl mI 1\/ I I; I 1./ I r I I. I 1/\. I I .l. I 1/'\.. I I. I I ::. I ~~~L-Jw.:J , Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar m ~~~~I~~~~~~"S'ieo",. Construction Materials Testing' Threshold Inspection 820 Brevard Avenue . Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: September 16, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations andlor tests are summarized on the attached sheets. The reports are numbered as follows: 086DR, 0860, 5748, A7489, A6927. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate % Authorization pm. 549 /~~~~ /j r2 / 4 ___ liJ - - ~ 7/f<Cr- . if'h<>rrl E H....ar'l'n 0 E . , ."7 . ~ 11'1"'1111;.(1\..01 . I V ~ I J, I. . STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: R'N Paul Construction, inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTiON SERVICES lJEPARTMENTlReport Transmittal Sheets\34034-001-01.doc m ~~;~~~~~~~"SC;""". Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: September 22, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: A7593. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences. Inc. C::i::t(1~ (_ - .L//./ /" Rk -. ~ ;?/' It"'h,;:,rrl 1= I-Ir\<:lnlin D 1= 9/-., ,,/, _...- /,1_1 1'-"1 'I..A 1.-. I IV\,A~IlII, I .L... "/ - :I tIJ7r STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1: City of Cape Canaveral, Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: R'vV Paul Construction, inc; 581 E Horatio Ave; Maitland, FL 32751 1: 'vVeber Architects; 2280 irVatertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:iCONSTRUCTiON SERViCES DEPARIME:N I\Report Transmittal Sheets\34034.001.01.doc (JJU NIVERSAL Project No.: 34034-001-01 Report No.: A7593-0815 ENGINEERING SCIENCES Sample No.: A7593 Consultants In Geotechnical Engineering' Environmental Sciences' Date 1st Issue: 08-25-05 Construction Matenals Testing' Threshold Inspection Date 2nd Issue: 09-15-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE CYLINDER TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 P t Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida rOJec : DESIGN Specified Strength 4000 psi @28 days Ticket: 4000 psi @ 28 days DATA Mix Design No. 1307514 I Date Sampled: 08-13-05 Time Sampled: 10:40 am Sampled By: Paul Hightower Slump: 7" FIELD Truck No.: 2195 Air Content (by volume): __ & Ticket No.: 92598810 Concrete Temperature: 910 LAB Time Batched: 9:45 a.m. No. of Cylinders Cast: 4 DATA Quantity of Load: 10 cubic yards Ambient Temperature: 950 Water Added At Site: -- Weather Condition: Sunny Contractor: -- Admixture: __ Supplier: Rinker Roofcaps Location of Placement: Sample: Building 1 roof top Test Avg. Max. Compressive Age Type of Dimen. X-Sect. Compressive Strength Average D<lte r.."'ted Days Fracture (in.) Area (in.) Load lIbs.) (psii (psi) 08-22-05 7 1 5,988 28,16 81920 2910 ,! TEST 09-12-05 28 2 5.993 28.21 116970 4150 4190 RESULTS 09-12-05 28 1 5.994 28.22 119220 4230 H REMARKS This Form Conforms With ASTM C 39 '\/'1 n ~// i'iij i,,1 L6J LLJ l<\\ LJ LJ : Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar III ~~;~~~~~~,~"sc;cc",. Construction Materials Testing' Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: October 6, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 088T, 082CR, A7593. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorizati9fl No. 549 /1 I~h-,I ~ (/(~~l-#f-6-C. j7 /, / _ R - - . " I'" I (" ~ , ichard E Hn:=!nlin P F -(---------- -" ..-~0:3."'" --. STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1. 1: RW Paul Construction, !nc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTION SERVICES DEPARTMENlI.Report Tra!:smjtte! Sheets\34034-001-01.coc m g~~~~~~~~~~"sciecc". UES Project No.: 34034-001-01 Construction Matenals Testing. Threshold Inspection Report No: 088Thresh-0928 820 Brevard Avenue . Rockledge, Florida 32955 Date: 10-03-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 09-28-05 Technician: Dwight Webster Threshold As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of visually inspecting the spacing of screws within the dense glass insulation, applied to 18 gauge metal studs. The areas inspected, which was limited to the courtyard area, this included all 4 floors in areas completed. No discrepancies were noted. With regards to the window installation, the plans show frames being attached by screws through the frames sides into eMU / wood. The frames installed on site have been screwed through the exterior flange into metal studs. There are 20 1/2" screws per frame. Although this appears to be a secure installation, it is not 'vvhat is shov^vn D'n plans. Please have the engineer of record review this installation and write a letter of acceptance. mg~~~~~~~~~"SC""C'" UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 082CR 820 Brevard Avenue. Rockledge, Florida 32955 Date: 08-18-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.25 Lab Time (hrs): 0.00 Travel Time (hrs): 1.25 Total Time (hrs): 2.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 08-15-05 Technician: Paul Hightower As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of concrete testing for the roof caps, Building #1 roof top. While on site, the technician observed the general condition of the area to be tested and cast 1 set of 4 cylinders for compressive strength testing. The concrete tested on this day 'vvas found to be in accordance with the project plans and specifications with regard to batch time, temperature, and slump. The contractor was notified of the test results or a copy was left for their records. mUNIVERSAL Project No.: 34034-001-01 Report No.: A7593-0815 ENGINEERING SCIENCES Sample No.: A7593 Consultants In: Geotechnical Engineering' Environmental Sciences' Date 1st Issue: 08-25-05 Construction Materials Testing' Threshold Inspection Date 2nd Issue: 09-15-05 820 Brevard Avenue' Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321) 638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE CYLINDER TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 P t Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida rOJec : DESIGN Specified Strength 4000 psi @28 days Ticket: 4000 psi @ 28 days DATA Mix Design No. 1307514 Date Sampled: 08-15-05 Time Sampled: 10:40 am Sampled By: Paul Hightower Slump: T' FIELD Truck No.: 2195 Air Content (by volume): __ & Ticket No.: 92598810 Concrete Temperature: 910 LAB Time Batched: 9:45 a.m. No. of Cylinders Cast: 4 I DATA Quantity of Load: 10 cubic yards AmbientTemperature: 950 II II Water Added At Site: -- Weather Condition: Sunny II Contractor: -- Admixture: -- Ii Supplier: Rinker I Roofcaps Location of Placement: ' Sample: Building 1 roof to~ I ~. ! Avg. Max. Compressive I Age Type of Dimeo. X-Sect. Compressive Strength Average I Date Tested Days Fracture (in.) Area (in.) Load Ilbs.) (psi) (psi) ! I 08-22-05 I 7 I 1 I 5.988 I 28.16 I 81920 I 2910' !I TEST 09-12-05 28 2 5.993 28.21 116970 4150 4190 RESULTS 09-12-05 28 1 5.994 28.22 119220 4230 H REMARKS This Form Conforms With ASTM C 39 r7I ~ (gi f71 r;r-r l{SJ l1J /\ U WJ Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar November 29, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from November 21, 2005. Outstanding issues as noted per attached summary. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, 51 106 '1 Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN &:.&:.0(\, ...J...JUVI 1: R'vV Paul Construction, inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rock/edge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard, Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274 · Fax 321 -639-8986 ENGINEERING FOR AROnHCfU!l:E THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: Nov. 28, 2005 Time: 3:00 pm - 4:00 pm ~eatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - 1W0rkin ""i'iiX'X.",i; ProJl!'ess: Ii ,,', ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Meeting with Supt. Larry. Items discussed as follows: On-going construction and areas which still need to be inspected include EIFS system screw pattern, roof truss attachment and stairwell structural steel welds and anchor bolted connection. Universal also received details and shop drawings on the exterior EIFS system and also for the window attachment. This detail shows the installation procedure used in installation on site. See Attached. The above referenced inspections will be performed Wednesday, 11/23/05. ITEMS NOT IN COMPLlA_NCE W!TH THE CONTRACT DOCUMENTS: N/A I I I Items to Verify: none Information or Action Required: none Attachments: N/A IReport By: IDwight Webster I Special Inspector: Gary C. Krueger, PE Special Inspector #1069 Page 1 of 1 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 4 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 One set stamp/sealed structural dwgs. received. Item closed 6/9/05 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 Item show (2) #8 center bars. All piles were should be issued to UES/TLC. resolved installed with 1. Update 6/7/05. Select per fax pile details changed but FG2 still retains dated 2 - #8 requirement 8/30/05 from OW. 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 Modified GB's be splayed open on top to form a changes and issue same to all plans monolighic pour when slab on grade is parties. received. placed. The field gradebeams are Resolved s uare. 6/7/05 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 Item in width and the original reinforcing changes and issue same to all resolved bands/ stirrups are 21" in circumference parties. per fax thus preventing the normal 3" of cover dated to all reinforced concrete permanently 8/30/05 exposed to soils. from O.W. 5 Pilecaps listed as FG-3, 4, 5 and 6 - Please advise and issue S/S 1/19/05 Modified are shown in plans poured changes. plans monolithically into slab. Pilecaps in received. field and square and formed to be Resolved poured separatel from slab. 6/7/05 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 Item gradebeams - approx. 3"-6" off center. changes. resolved per fax dated 8/30/05 from O.W. 7 (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S 1/28/05 FG-4A's shown on steel drawings but not on changes. removed in structural. They are different sizes but updated not shown on plans and the reinforcing plan. is the same amount & sizes. This will Resolved not work. 6/7/05 0 Received stamped set of structural I Please verify. I 2/9/05 I J-li-4A's I I 0 plans with several changes removed in incorporated (2) items not addressed updated were (1) there are 2 sizes of pilecaps plan. on steel plan take-offs with regards to 2 Resolved pile caps FG-4 and FG-4A. There is 6/7/05 no FG-4A on structural drawings; only FG-4. I Please advise and issue S/S I I I I 9 I The FG-1 and FG-3 pilecaps on new 2/9/05 Item I plans are shown poured monolithically changes. resolved with slab. The field form work does not per fax reflect that. dated 8/30/05 from O.W. TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 4 il~'i iFt~q'~. .....Q~tE!~.. .....;.. .t)~t~.. ..~~~"'J "'..... 10 DELETED I 5/25/05 DELETED 11 DELETED A reinspection is required prior 2/24/05 DELETED to concrete placement. 6/7/05 12 There is also a question with regards to The Engineer of Record needs 2/24/05 Item numerous electrical conduits in slab to approve the configuration of resolved displacing concrete which is to be conduit to be acceptable. per fax placed. dated 8/30/05 from D.W. 13 Slab on grade - Column Lines 1 to The 900 hooks were added to all 3/2/05 3/2/05 8.25 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.O.R. determined 3/2/05 Item with regards to grade beam FG-3 at M/1.5. that this grade beam was not resolved needed." per fax dated 8/30/05 from D.W. 15 The electrical room slab has to be Universal did receive a faxed 3/2/05 3/2/05 changed. copy of change order from E.O.R. 16 On plans 8-5, the thickened edges at slab Need response from E.O.R. 2/28/05 Observed perimeter show the #5 bars in slab mat by UES. having hooks 900 turned into FG-1/FG-3 Resolved beams. The mat in place has no hook 6/7/05 bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. 2/28/05 Item col. Line M/1.5. This beam should have tied resolved into the FG-2 at col. Line 2. Due to the fact per fax that the FG-2 was poured prior to this dated inspection, the bottom #8 bars in the FG-3 8/30/05 have been cut off and the top (3) are laying from D.W. atop the poured FG-2. 18 DELl::I 1::0 2/23/05 DELETED 5/25/05 19 DELETED 2/23/05 I U~,~~T-.~D ! 20 I r-,r-; r-.......r-... I ! 3/1 0/05 I _ :::.~~~~_ ! Ut:Lt:It:U UI::Ll::.Il::.U 5/25/05 21 Concrete reinforcement overhead Two (2) discrepancies were 3/18/05 Confirmed beams at Lobby area, Column Lines noted, pointed out to by UES. 18.7 and 20/H to K. Inspected was bar superintendent and Resolved size, number of bars, spacing of ties immediately repaired correctly. 6/7/05 and clearance. Two (2) discreoancies I _. . .. u.. u ~ I I I I I were noted, pointed ~ut to . ,.. . -- I superintendent and immediately I he structural SpeCITlcatlons call tor a c1eanout at each reinforced cell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the c1eanouts are spaced at 2 and 3/A to K - All reinforcing was 16" instead of 8" as this is a shear inspected for bar size, bar cap, spacing of wall with reinforcing at 8" o.C. nrnllt,::>rl ,..,::>IIe:: ~nrl nl~(',::>m,::>nt I I ;:]' -_.~- -~..~ ~"- ....'--_.. '-' ... I I I I L:\2005~Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 4 DELETED 5/25/05 23 DELETED 3/23/05 DELETED 5/25/05 24 DELETED 3/31 105 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200 - 15 The reinforcing was inspected 4/13/05 Confirmed Floor. Column Lines 13 to 17 I P, N, M for bar size, lap, splice, length by UES. & Land shearwalls @ NE stairwell and cover. (1) discrepancy Resolved walls. Reinforcing was inspected for noted: The left (south) end of 6/7/05 barsize spacing of bars, laplsplices and beam does not have enough cleanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-7 Columns 15t floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20105 Correction Overhead beam at lobby elevator. slab at 13/K.8 to M are not observed Discrepancy noted on previous within walls (8) bars need to be by UES. inspection was correctly repaired. added by drilling to epoxying Resolved eMU Masonry 4200 - 15t floor column into slab a minimum of 3". A 6/7/05 line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of rout. 27 eMU Reinforcing Inspections. 18' floor No discrepancies found. 6/2/05 Correction column line 6 thru 9/ L to T. All observed reinforcing was inspected for bar size, All areas which had by UES. cap and placement. discrepancies on previous Resolved inspections with regards to 6/7/05 reinforcing out of cells were correctly repaired by epoxying new bars within the CMU cells. 28 Numerous Connections were changed Requirements in writing 6/2/05 Item tn aCf"'nmmnrlato ",i70 r1ifforonf'os <>nrl t"enl,it"erl f...l"'\r"Y\ Cr\D .~~~I. .~-J I I L..... ..........'.'"11_..... "'"" '-'fL....... \..oI111,",,1,:.."I\''''~_ I~IIU II "-1UII U II VII I 1.-'-1'11. I I I t;;;::)UIv t::u ! I adaptations of vvelds and clips in iieu of per fax bolted were discussed. All calculation dated of shear and moment were complete by 8/30/05 Mr. Droor and requirements will be from D.W. made in writing. Several stiffeners and angle bracing (kickers) will need to be installed. All items on list from Mr. I I Droar will be inspected by Universal at I I I I I I a later date. 29 Structural Steel 05200: Anchor bolts To be reinspected on 6/29/05 6/23/05 Item not tightened on 12" x 12" plate. Line when bolt torque testing is resolved Item #4. being done. per fax dated R/:-lO/OZ:; I I I I I fr~'~-D~W. I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 4 of 4 Hollow Core Slab, Floor, Edge Beam/Bearing Panel Points: Previously discussed that the plan details on 5-6 show A #4 hooked bar at 40" o.c. at all bearing locations yet the field work only reflect this at bearing points on exterior walls. Reinforcing was found in every panel/40" o.c. but hooks are only at exterior points. R.W. Pauls Supt. Harry Schaffer should have submitted RFI. 30 At north stairwell, (2) embeds are Should be repaired to facilitate 8/5/05 missing or misaligned preventing the welding of beams and then welding, Col. Line 4.9. On Col. Line joists in these areas. 4.95, the galvanized plates atop the 4 pier columns are at varying elevations and are supported by wood wedges instead of non-shrink rout. 31 Structural Steel 05200: Several Contractor notified. 8/3/05 connections did not meet required torque for SA" high strength bolt (A325), 355 ft/lbs. General wedge anchors at added beam clips were not tightened. Several bolts were found not long enough to provide proper clearance from nuts - 3 threads. 32 On-going construction and areas which Inspections will be performed 11/21/05 need to be inspected include EIFS on Wednesday, November 23, system screw pattern, roof truss 2005. attachment and stairwell structural steel welds and anchor bolted connection. I / ; ../ {3~b~ L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc ENGINEERING FOR ARCKITECTURE November 29,2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from November 21 , 2005. Outstanding issues as noted per attached summary. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, 5/ 1061 , eM LEEO@ AP Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard . Cocoa, FL 32922-5809 Phone 321.636.0274 'vvvvw,tlc-engineers.com Fax 32i .639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 ENGINEERING fOR AJlCUlUCT'U!l( THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: Nov. 28, 2005 Time: 3:00 pm - 4:00 pm WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Work in ..i",:......, ......,:. Progress: !I UYI~ ITEMS INSPECTED: ~s requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of: Meeting with Supt. Larry. Items discussed as follows: On-going construction and areas which still need to be inspected include EIFS system screw pattern, roof truss attachment and stairwell structural steel welds and anchor bolted connection. Universal also received details and shop drawings on the exterior EIFS system and also for the window attachment. This detail shows the installation procedure used in installation on site. See Attached. The above referenced inspections will be performed Wednesday, 11/23/05. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: N/A I I Items to Veri : none Information or Action Required: none Attachments: N/A Report By: D\Av~ght \^Jebster I Special Inspector: Page 1 of 1 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 4 NCt Description Corrective .ActioI1Recfd. Date q~~~ No, Occurred Resolved 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 One set stamp/sealed structural dwgs. received. Item closed 6/9/05 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 Item show (2) #8 center bars. All piles were should be issued to UES/TLC. resolved installed with 1. Update 6/7/05. Select per fax pile details changed but FG2 still retains dated 2 - #8 requirement 8/30/05 from D.W. 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 Modified G8's be splayed open on top to form a changes and issue same to all plans monolighic pour when slab on grade is parties. received. placed. The field gradebeams are Resolved square. 6/7/05 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 Item in width and the original reinforcing changes and issue same to all resolved bands/ stirrups are 21" in circumference parties. per fax thus preventing the normal 3" of cover dated to all reinforced concrete permanently 8/30/05 exposed to soils. from D.W. 5 Pilecaps listed as FG-3, 4, 5 and 6 - Please advise and issue S/S 1/19/05 Modified are shown in plans poured changes. plans monolithically into slab. Pilecaps in received. field and square and formed to be Resolved poured separately from slab. 6/7/05 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 Item gradebeams - approx. 3"-6" off center. changes. resolved per fax dated 8/30/05 from D.W. 7 (2) pilecap types FG-4 and FGAA are Please advise and issued S/S 1/28/05 FG-4A's shown on steel drawings but not on changes. removed in structural. They are different sizes but updated not shown on plans and the reinforcing plan. ~. isthe same amount & sizes. This will Resolved not work. 6/7/05 8 Received stamped set of structural I Please verify. 2/9/05 FG-4A's I I plans with several changes I - I I removed in I incorporated (2) items not addressed updated were (1) there are 2 sizes of pilecaps plan. on steel plan take-offs with regards to 2 Resolved pile caps FG-4 and FG-4A. There is 6/7/05 no FG-4A on structural drawings; only FG-4. r\ I The FG-1 alld FG-3 pilecaps on new I Please advise and issue 'di'::3 I 2/9/05 I Item I I ';;3 I I plans are shown poured monolithically changes. resolved with slab. The field form work does not per fax reflect that. dated 8/30/05 from D.W. TLC - ENGINEER!NG FOR ARCH!TECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 4 Net . CC)rrective Actidn. Req'd. Date ga~e Nd~ Qcc...rred Resolved 10 DELETED 5/25/05 DELETED 11 DELETED A reinspection is required prior 2/24/05 DELETED to concrete olacement. 6/7/05 12 There is also a question with regards to The Engineer of Record needs 2/24/05 Item numerous electrical conduits in slab to approve the configuration of resolved displacing concrete which is to be conduit to be acceptable. per fax placed. dated 8/30/05 from D.W. 13 Slab on grade - Column Lines 1 to The 900 hooks were added to all 3/2105 3/2105 8.25 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.O.A. determined 3/2/05 Item with regards to grade beam FG-3 at M/1.5. that this grade beam was not resolved needed." per fax dated 8/30/05 from D.W. 15 The electrical room slab has to be Universal did receive a faxed 3/2/05 3/2/05 changed. copy of change order from E.O.A. 16 On plans S-5, the thickened edges at slab Need response from E.O.A. 2/28/05 Observed perimeter show the #5 bars in slab mat by UES. having hooks 900 turned into FG-1/FG-3 Resolved beams. The mat in place has no hook 6/7/05 bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.A. 2/28/05 Item col. Line M/1.5. This beam should have tied resolved into the FG-2 at col. Line 2. Due to the fact per fax that the FG-2 was poured prior to this dated inspection, the bottom #8 bars in the FG-3 8/30/05 have been cut off and the top (3) are laying from D.W. atop the poured FG-2. 18 DELETED 2/23/05 nFi FTFn ----. -- I 5/25/05 19 DELETED '2./'2.'.3/05 LJELETED 5/25/05 I 20 I DELETED I 3/10/05 I DELETED I 5/25/05 21 Concrete reinforcement overhead Two (2) discrepancies were 3/18/05 Confirmed beams at Lobby area, Column Lines noted, pointed out to by U ES. 18.7 and 20/H to K. I nspected was bar superintendent and Resolved size, number of bars, spacing of ties immediately repaired correctly. 6/7/05 and clearance. Two (2) discrepancies I ................. _......"'........1 __:...."'.....-.1 _...&..a._ I I I I :~~:~.';~~~t:~~;~~II~~t:~ ;~u~~,J;_'~I.. I The structural specifications call for I ""u!-":,, 1I1lt:IIUt:lll C1IIU 1I11111t:UIC1lt:::IY a c1eanout at each reinforced cell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the c1eanouts are spaced at 2 and 3/A to K - All reinforcing was 16" instead of 8" as this is a shear inspected for bar size, bar cap, spacing of wall with reinforcing at 8" o.c. grouted cells and placement. I I I I I I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 4 DELETED 5/25/05 23 DELETED 3/23/05 DELETED 5/25/05 24 DELETED 3/31/05 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200 - 1 The reinforcing was inspected 4/13/05 Confirmed Floor. Column Lines 13 to 17/ P, N, M for bar size, lap, splice, length by UES. & Land shearwalls @ NE stairwell and cover. (1) discrepancy Resolved walls. Reinforcing was inspected for noted: The left (south) end of 617/05 barsize spacing of bars, lap/splices and beam does not have enough c1eanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-7 Columns 1st floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20/05 Correction Overhead beam at lobby elevator. slab at 13/K.8 to M are not observed Discrepancy noted on previous within walls (8) bars need to be by UES. inspection was correctly repaired. added by drilling to epoxying Resolved CMU Masonry 4200 _1st floor column into slab a minimum of 3". A 617/05 line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of rout. 27 CMU Reinforcing Inspections. 1 S floor No discrepancies found. 6/2105 Correction column line 6 thru 9/ L to T. All observed reinforcing was inspected for bar size, All areas which had by UES. cap and placement. discrepancies on previous Resolved inspections with regards to I 6/7/05 reinforcing out of cells were correctly repaired by epoxying new bars within the CMU cells. I 28 Numerous Connections were changed Requirements in writing 6/2/05 Item to accommodate size differences and required from EaR. resolved I I adaptations of welds and clips in lieu of , I I per fax , bolted were discussed. All calculation dated of shear and moment were complete by 8/30/05 Mr. Droor and requirements will be from D.W. made in writing. Several stiffeners and angle bracing (kickers) will need to be installed. All items on list from Mr. I I Drear wi!! be inspected by Universal at I I I I I a later date. I 29 Structural Steel 05200: Anchor bolts To be reinspected on 6/29/05 6/23/05 Item not tightened on 12" x 12" plate. Line when bolt torque testing is resolved Item #4. being done. per fax dated 8/30/05 I I I I I from D.W. I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 4 of 4 Date Re$Qlved. Hollow Core Slab, Floor, Edge Beam/Bearing Panel Points: Previously discussed that the plan details on 5-6 show A #4 hooked bar at 40" o.c. at all bearing locations yet the field work only reflect this at bearing points on exterior walls. Reinforcing was found in every panel/40" o.c. but hooks are only at exterior points. R.W. Pauls Supt. Harry Schaffer should have submitted RFI. 30 At north stairwell, (2) embeds are Should be repaired to facilitate 8/5/05 missing or misaligned preventing the welding of beams and then welding, Col. Line 4.9. On Col. Line joists in these areas. 4.95, the galvanized plates atop the 4 pier columns are at varying elevations and are supported by wood wedges instead of non-shrink rout. 31 Structural Steel 05200: Several Contractor notified. 8/3/05 connections did not meet required torque for %" high strength bolt (A325), 355 ft/lbs. General wedge anchors at added beam clips were not tightened. Several bolts were found not long enough to provide proper clearance from nuts - 3 threads. 32 On-going construction and areas which Inspections will be performed 11/21/05 need to be inspected include EIFS on Wednesday, November 23, system screw pattern, roof truss 2005. attachment and stairwell structural steel welds and anchor bolted connection. ~' /I . /1 -Gary~. Krg~ L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc ENGINEERING FOR ARCHITECTURE December 1 , 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from November 29,2005. Outstanding issues as noted per attached summary. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, I ~ /I~____ A...~ /' ~ / r77: A A _ ( .---,. 4""-- / VV-~1 - { -I ~ /Gafy C. K,ueger, P, C . _EED@AP Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.t1c-engineers.com Fax 321.639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 EN GJ NEER!N G FOR AReitlncrtll'll~ THRESHOLDWSPECnONREPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: Nov. 29, 2005 Time: 8:30 pm - 10:00 pm WeatherfTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Mtorkin i<. Progress: ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of inspection of the following: 1. Screw pattern of densglass to exterior heavy gauge studs: No discrepancies noted. 2. Parapet roof truss attachment and framing: Several bolted connections between the pipe column and framing are missing. Plan requires four (4) 5/16" x 1-1/4" per connection. 0 Stairwell attachment: The SE stairwell was inspected and it appears all anchor bolts v. were correctly installed. NE stairwell roof landing is being field fabricated which requires the cutting of several steps and landing horizontal pieces. This will be inspected when complete. 4. Anchor bolts in structural steel: Several anchor bolts were found loose or missing at 1st floor elevator and at entry canopy. I IITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: ! ISee above. Items to Verify: none Information or Action Required: none Atta~hm"'nt~. I\I!A I r ... - .. - .-. r"" . ... Report By: Dwight Webster Special Inspector: Gary C. Krueger, PE Special Inspector #1069 / I '{i Page 1 of 1 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 4 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued ASAP. 1/19/05 One set stamp/sealed structural dwgs. received. Item closed 6/9/05 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 Item show (2) #8 center bars. All piles were should be issued to UES/TLC. resolved installed with 1. Update 6/7/05. Select per fax pile details changed but FG2 still retains dated 2 - #8 requirement 8/30/05 from D.W. 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 Modified GB's be splayed open on top to form a changes and issue same to all plans monolighic pour when slab on grade is parties. received. placed. The field gradebeams are Resolved square. 6/7/05 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 Item in width and the original reinforcing changes and issue same to all resolved bands/ stirrups are 21" in circumference parties. per fax thus preventing the normal 3" of cover dated to all reinforced concrete permanently 8/30/05 exposed to soils. from D.W. 5 Pilecaps listed as FG-3, 4, 5 and 6 - Please advise and issue S/S 1/19/05 Modified are shown in plans poured changes. plans monolithically into slab. Pilecaps in received. field and square and formed to be Resolved poured separatel from slab. 6/7/05 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 Item gradebeams - approx. 3"-6" off center. changes. resolved per fax dated 8/30/05 from D.W. I 7 (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S 1/28/05 FG-4A's shown on steel drawings but not on changes. removed in structural. They are different sizes but I updated I not shown on plans and the reinforcing I plan. is the same amount & sizes. This will Resolved I not work. 6/7/05 8 I Keceived stamped set of structural I Please verify. I 2/9/05 I FG-4A's I I plans with several changes removed in I incorporated (2) items not addressed updated were (1) there are 2 sizes of pilecaps plan. on steel plan take-offs with regards to 2 Resolved pile caps FG-4 and FG-4A. There is 6/7/05 nf'\ F~-L1.A f'\n "'trll'"'tural drawing"" f'\nl" I I I 11=~_L1.~ ". ~ ~. ~~ . . . ..... ~, ~ :t I I ~;", ~~_1 "nri I=~_q nil",,",,,n,,, nn n""AI I Db"",,,, "ri"iS'" "nri iccll'" c:./c:. I I I 9 2/9/05 !tem I . ........ '-'" . .........."". ........... ,.......'-".........t"'..... ......., ........... I ..............v..... <..A."'" V I ...... ......11..... IVV1..l...... .........,....... plans are shown poured monolithically changes. resolved with slab. The field form work does not per fax reflect that. dated 8/30/05 from D.W. TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 4 ii~~~ .. .~~cI'~' . .....Pa.tf!. ...~..~~J.~ 10 DELETED I 5/25/05 DELETED 11 DELETED A reinspection is required prior 2/24/05 DELETED to concrete placement. 6/7/05 12 There is also a question with regards to The Engineer of Record needs 2/24/05 Item numerous electrical conduits in slab to approve the configuration of resolved displacing concrete which is to be conduit to be acceptable. per fax placed. dated 8/30/05 from D.W. 13 Slab on grade - Column Lines 1 to The 900 hooks were added to all 3/2/05 3/2/05 8.25 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.O.R. determined 3/2/05 Item with regards to grade beam FG-3 at M/1.5. that this grade beam was not resolved needed." per fax dated 8/30/05 from D.W. 15 The electrical room slab has to be Universal did receive a faxed 3/2/05 3/2/05 changed. copy of change order from E.O.R. 16 On plans 8-5, the thickened edges at slab Need response from E.O.R. 2/28/05 Observed perimeter show the #5 bars in slab mat by UES. having hooks 900 turned into FG-1/FG-3 Resolved beams. The mat in place has no hook 6/7/05 bars. 17 Plans show an FG-3 grade beam at approx. Need response from E.O.R. 2/28/05 Item col. Line M/1.5. This beam should have tied resolved into the FG-2 at col. Line 2. Due to the fact per fax that the FG-2 was poured prior to this dated inspection, the bottom #8 bars in the FG-3 8/30/05 have been cut off and the top (3) are laying from D.W. atop the poured FG-2. I i8 Dt:.ll:, I t:.u 2/23/05 DELETED 5/25/05 19 DELETED 2/23/05 DELETED r Irl.1- In.,... I "" I "'E' """'-E'" I I 3/i 0/05 I _~.L~~::._ I LV U Lei U I Ut:.Lt:.It:.U 5/25/05 21 Concrete reinforcement overhead Two (2) discrepancies were 3/1 8/05 Confirmed beams at Lobby area, Column Lines noted, pointed out to by UES. 18.7 and 20/H to K. Inspected was bar superintendent and Resolved size, number of bars, spacing of ties immediately repaired correctly. 6/7/05 I I and clearance. Two (2) discreoancies I I I I I I were noted, pointed ~ut to ' I~, . ,. ... " ... I I superintendent and immediately I ne structural SpeCITICatlOnS call tor a c1eanout at each reinforced cell. repaired correctly. At the shear walls for the west stair CMU Walls & reinforcing Column Lines 1, well, the c1eanouts are spaced at 2 and 3/A to K - All reinforcing was 16" instead of 8" as this is a shear inspected for bar size, bar cap, spacing of wall with reinforcing at 8" o.c. nrnlltArl I'AlI" Rnrl nlRI'Am;:mt I I "" ----- --..- -. ,- /".---.' .-.... I I I I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 4 DELETED 5/25/05 23 DELETED 3/23/05 DELETED 5/25/05 24 DELETED 3/31/05 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200 - 1s The reinforcing was inspected 4/13/05 Confirmed Floor. Column Lines 13 to 17/ P, N, M for bar size, lap, splice, length by UES. & Land shearwalls @ NE stairwell and cover. (1) discrepancy Resolved walls. Reinforcing was inspected for noted: The left (south) end of 6/7/05 barsize spacing of bars, lap/splices and beam does not have enough c1eanouts. One discrepancy noted - bearing. It should run into but is acceptable. Approx. 6 pieces of adjacent blockwall. A vertical reinforcing were larger than reinspection is required prior to necessary #8 vs #6. Concrete concrete placement. reinforcement - 03200. (4) C-7 Columns 1st floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20/05 Correction Overhead beam at lobby elevator. slab at 13/K.8 to M are not observed Discrepancy noted on previous within walls (8) bars need to be by UES. inspection was correctly repaired. added by drilling to epoxying Resolved eMU Masonry 4200 - 1 st floor column into slab a minimum of 3". A 6/7/05 line 13/K.8 to T, 9/K.8 to T, and elevator reinspection is required at this shear walls at 12.7/M.5 area prior to placement of rout. 27 CMU Reinforcing Inspections. 1 s floor No discrepancies found. 6/2/05 Correction column line 6 thru 9/ L to T. All observed reinforcing was inspected for bar size, All areas which had by UES. cap and placement. discrepancies on previous Resolved inspections with regards to 6/7/05 reinforcing out of cells were correctly repaired by epoxying new bars within the CMU cells. I I 28 Numerous Connections were changed Requirements in writing 6/2/05 Item to accommodate size differences and I required from EOR. ~___I- ._-' I I I 1t;j::iUIVt;jU I adaptations of welds and ciips in lieu of per fax bolted were discussed. All calculation dated of shear and moment were complete by 8/30/05 Mr. Droor and requirements will be from D.W. made in writing. Several stiffeners and angle bracing (kickers) will need to be installed. All items on list from Mr. I I Droar will be inspected by Universal at I I I a later date. 29 Structural Steel 05200: Anchor bolts To be reinspected on 6/29/05 6/23/05 Item not tightened on 12" x 12" plate. Line when bolt torque testing is resolved Item #4. being done. per fax dated Af':I.(Vnr; I I I I I fr~'~~D~W. I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc m ~~;~~~~~~~"SCiffi'~' Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: December 8, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 090THRESH, 089DR, 0890. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences; Inc. Certificate of Auth2!izat~n No. 549 ~~~ cr.....ha.-rl c HM~lm 0 C /2, 'f"~ l'lvll IU L..... I ua~lIll, r.L." - STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 ~ P.O. Box 326, Cape Canaveral, FL 32920 I. 1: R'vV Paul Construction, inc; Ave; MaWand, FL32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCTiON SERViCES DEPARTiviENT\Reporl Transmittal Sheets\34034-00i-Oi .doc m~~~~~~~~~~"&'M"'. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 090Thresh-1121 820 Brevard Avenue' Rockledge, Florida 32955 Date: 11-30-05 (321) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 11-21-05 Technician: Dwight Webster Threshold As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose meeting with super. Larry. The following was discussed: on~going construction and areas itvhich still need to be inspected, including EIFS system screw pattern, roof truss attachment and stairwell structural steel welds and anchor bolted connection. Universal Engineering Sciences also received details of shop drawings on the exterior EIFS system and also for the window attachment. This detail shows the installation procedure used in installation on site which is attached. The above referenced inspections will be performed Wednesday 11-23-05. :"ROM : SOUTHER/'-' (()MMERC I AL GLASS FAX NO. :9125295864 Oct. 19 2005 12:28PM Pi . I . ~ G '-'. -. "', (, ~ .f?J;()~ rj:}O{{m~'M {t;"(I/}N/1JU31f<,icrt fjJkhYJ, Route # 1 Box J 70N Soperton, Ga. 30457 91]~529-5882 Fax 912~529-5864 --. SenGI/o. From: --. W?~ Attemion: <() eN /;;.. -g, Date: 10 --. qlfice Location: OfJicc Localion: --. J~c::.._Number: 40 1 - 5 '1 - Phone Number: CI Urgent CJ Reply ASAP 1:1 Please comment (:II Please Review [~i'or your Information 'j/.llO/ pages, including cover: 3 . C(JI1~'.ments: C;:>urJ1r-f ::;f.,.,j,J .,. 5c.J(1~s. -C c..:..f) r;. (c.Jo.J. , I {)oV..S, I INF~ ~~~~. - t..h'( f"f- "(,;,r;. S ~ P /.)(14.-JV t ~ .. I hJ0 S> ho.-,> c... fa W't'J~ WINJo,.....s . I , L_ Jf~ I FRO': : SOUTHE!~N COMMERC I AL GU~SS F~X NO. :9125295864 O~t- 19 2005 12:29PM P3 ~ ~{ ff)) J:'- (j{IM,ej(j';. ('(17117JU-//(eial ]/((ljj.j RL J Box 170N Soperton, Ga. 30457 Phone (912) 529-5882 Fax (912) 529-5864 I~ W ?u.Ul C::>,.j..>-r' A'TI/'J', ~~\}\14 . K %.) (D 1J~\C\1 ::kv/'J .,. .su"\~.s.. C.A~E.. C~rJ.Q\J r:A~\... \:. \.... D /4. v l') Si:.;; IN5.TAII4-I~,.) cld~ ~ E... Sop "Y (0~fi. ~ L\~\j ~ p.. L )'.:. ow . is L-l!. II ~ \::),.J , )W I,J~OW C:/.l. \ts ro^ ~ c..MJ\,'s 6 - f1^~)C A J COllty lC.."'~. WE. ',.AQ~ ~",u If fY\wc . N 01' ~ ~\ /3Q \\ 0 II^, 11;.;:' '"t C.:> n NICA ~. ....-. I) ..s1~1 ?QOUV)fL I" '=- 1"'\ fJ r...o M ~ \I" :- wI'E.. (..lIt1l... US1Nt- Ilk loN <- S CAtl.o.J} . 1.\-) .s'1~Ii..-~ l.L'.>1i. c..~u\\c. 111i.~\..J~ F,,.J.- w...r=. I~ J;O/J'I:. \fh.\.~ . .1N~A\\~1\,)~ SC,Il../SuJ C~'I. ~ D \N'.. -r 11 lh ( ,_ I \.V \NJow S:t1.~ ' ~ . , r --~ \ ... l~" J< 61 .. ?l=111\. 3," ,,",4,1 tV \ 1\1 JJ ...J . - s.:n...E. . . -r ,4-\ ~ ~4-\\ S - IN ~1t..1' wlt~,J "T \4 It LIO" )( 60" .... Yo"<4'l~" Cl~"';t s. 1'1.JE.. . II~"-:''!: P-rz.1 v \;Lf; '2 ~C~O,,~ ~~ \~~ ~ S\l...L ~NA S ~ b t:rs '3~~ - \4l~ ~ \~l>\Jrt.. 1" \~\~ . i:I-~ :2--..------ FROM : SOUTrlEf(!'-i COMMERC I AL GLRSS FPX NO. :9125295864 Oct. 19 2005 12:29PM P2 "--.._--..._--~--.. . le/e6/2ee~i 22:41 792-6474 SANDY CUYLER PAGE 131/131 r JiJi!SFi!il Pt;~ " il l! ~! .~n r~t:i Clij !j ~i Iii in ,~ =R q'b,.,,!- ~! I~! Ij~ ~; g ~i ~! r ~~ j.. ~ ! ~ " I t - ~~ i ~ i ~l I, ~i i .;II~!!'i .. 'jf:,iliN (... ~.. t~i i 'i!.d~ .) :S f t:J Ii i 51 . ~!! " I e J -l : fi .. . ~~ ~ Ii; ~ ! <; - J ~ i t~ if! ; I )1 !! " ;;t ~ ~ ! ~ !I ;;j ii j I J If. i ~ a " I ~ i ~ ~, ~ ~j \\ I \ ~ Ii ~~ !! ~i ~ , . ! -! -----r' , ~~gUi~nni ~ ~ ~ ~ ~ ... ~ g <' i ... -..-------... ~......._,... -.-. --- .- --~.- .-.-- Request For Information September 6, 2005 RFI Number: 113 Project: Country Inn & Suites Cape Canaveral Project #: 24-528 Submitted To: Neil Weber - Weber Architects Copies: Kent Oliver - Portview Inn & Suites JeffIisakka - Kraus - Anderson Steve Johnson - Kraus - Anderson Submitted By: David Rotenberger - R.W. Paul Construction, Inc Larry Schaefer - R. W. Paul Construction, Inc Date Answer Required: ASAP Information Requested: Due to changes that have been made to the exterior wall system, information provided by RFI responses and information not shown on the drawings, the Building Inspector from the City has requested that an exterior wall section be drawn, signed and sealed, showing the 6")8 Ga. studs 16" o.C.. screw pattern for stud to stud connections, pin sizes, length and spacing for track connection to the slab/precast, Densglass on the exterior with screw pattern for attachment, }4" plywood on the back side of the parapet wall with screw pattern for attaCful1ent and wood blocking on top of the lliirapet being (2) layers of}4" plywood with screw pattern for attachment, etc. Please provide this detail. Response: Attached are sealed details for the exterior wall sections (at first floor and for the upper three floors) and parapet (upper and lower) parapets. Date Answered: 7 September 2005 Answered By: Neil Weber Notes: 1. EXTERIOR WALL (@first floor) . Exterior EIFS system . 518" Densglass- wi screws @ 8" OC . 6" x 16 gauge metal studs @ 16" OC / . Insulation ~ . Gypsum board \l1 2. PRECAST DECK 3. INSULATION AND ROOF MEMBRANE 4. % PLYWOOD-wi screws @ 8" OC ~ 5. 2 LAYERS PLYWOOD-wi screws @ 8" staggered V- J- 1 6. 6" 16 GUAGE STUDS ~ TRACK wi J4"x 2" tapcons @ 8" OC r I 7. 6" 16 GUAGE TRACK-wi 0.177 PDF @ 16" oc.. ! ~ I ...Q 1 )4" @top of slab and 1" @bottom of slab typo ! / I 8. TYPICAL HEADER AND SILL (not shown) N Sills 2- 3 518" x 16 Gauge - 3- 6" x 16 Gauge track I i Heads 2- 6" x 16 Gauge ! / 3- 6" x 16 Gauge track "*/ 1'17. r't (j) I A . / I ,;)', , I r------i t '.eo @I i r I I~ ----j ,'. / / ill ~ vVAL..L.. AND PARAPET DETAIL.. SECOND, THIRD, $ FOURTH FLOORS AND HIGH PARAPET 1'(2." '" \'-0" I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT \^/AS PREPARED BY r'AE OR U,,";,.JOER r,AY DIRECT SUPERVISION AND THAT I AM.'\ DULY REG!STERE!:' ARCHITECT UNDER THE LAWS OF THE STATE OF FLORIDA ~V/~ - DATE 1 ~1r1,.O)> NEIL WEBER. AlA REGISTRATION AROO17512 ountry Inn & Suites ape Canaveral, Florida 7 $V(. O'S Notes: 1. . EXTERIOR WALL (@f1oors 2, 3, 4) 9 ~/z/ . Exterior EIFS system _._"___._._u__.__... __. . 5/8" Densglass- wi screws @ 8" OC . 6" x 18 gauge metal studs @ 16" OC . Insulation . Gypsum board T 2. PRECAST DECK 3. INSULATION AND ROOF MEMBAANE 4. -% PLYWOOD-wi screws @ 8" OC I 5. 2 LAYERS PLYWOOD-wi screws @ 8" staggered 6. 6" 18 GUAGE STUDS $ TAACK wi )4"x 2" tapcons @ 8" OC I 7. 6" 18 GUAGE TAACK-wl 0.177 PDF @ 16" oc.. I \ 1 ;4"@top of slab and 1" @bottom of slab typo .: 0- 8. TYPICAL HEADER AND SILL (not shown) _\ , Sills- 2- 3 5/8" x 18 Gauge - , I 3- 6" x 18 Gauge track I Heads 2- 6"x 18 Gauge I .0~ t---.. 3- 6" x 18 Gauge track f v I y I (J n -t-..._- I CD i / I WALL AND PARAPET DETAIl... FIRST FLOOR WAL.L. AND L.OW PAAAPET I HEREBY CERTIFY THAT THIS PU\N, SPECIFICATION OR REPORT WAS PREPARED BY Mt:OR UNDER MY DIRECT SUPER.VISION ,Ll,ND THAT! A~A A nUL Y REGISTERED /~RCHITECT UNDER THE LAWS OF THE STA TE OF FLORIDA. --uw tilL DATE I ~~ NEIL WEBER, AlA REGISTRATION AROO17512 :ountry Inn & Suites ;ape Canaveral, Florida 7~o~ im~~~~~~~~~~'SCi'OC'" UES Project No. 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 089DR-1013 820 Brevard Avenue' Rockledge, Florida 32955 Date Issued: 10-28-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 0.50 Total Time (hrs): 1.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 10-13-05 Technician: Bill Boyer As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the North side of building sub-grade / base course. \Nhile on site, the technician observed the general condition of the areas to be tested and performed 6 soil density tests. All tests were performed in accordance \Nith the nuclear gauge method and were found to meet the project compaction requirements of 95/98% of the maximum dry density per ASTM 01557. The Contractor was notified of the test results or a copy was left for their records. The density tests are attached to this report. img~~~~~~~~~"Sci'"C~' UES Project No. 34034-001-01 UES Report No. 0890-1013 Date 10-28-05 Construction Materials Testing. Threshold inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Report of In-Place Densitv Tests Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Area Tested: North side of building sub-grade / base Type of Test: Field: ASTM D- 2922 Laboratory: ASTM D- 1557 Date of Test: 10-13-05 Technician: Bill Boyer Requirements: 95/98% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. -- -~ TEST LOCA T!ON TEST TEST PROCTOR FIELD DRY FiELD % RESULTS # OF ELEV. THICKNESS # DENSITY MOISTURE COMPACTION (3) TEST (1 ) (IN) (2) (PCF) % 1 North East corner at 95% -1 12" 1 10R.1 13.6 97 ,t;.. 2 North West corner at 95% -1 12" 1 1 09.2 14.3 98 A 3 North East corner at 95% 0 12" 1 109.9 8.9 99 A 4 North West corner at 95% 0 12" 110.6 7.5 100 A Ii 5 I North East corner at 98% 0 0" 2 114.8 10.9 98 A II 6 North West corner at 98% 0 6" 2 115.9 12.9 99 A (1 ) Ref. Datum: 0= top of base course / stabilization (2) (3) Results Key " I Maximum l II II nnfirnllrn II A. Compaction meets minimum requirements -.....~IIII......I Dry Moisture B. Compaction does not meet minimum requirements Proctor # Densitv Content C. Moisture does not meet requirements 1 111 14 D. Recompaction required 2 117 12.5 December 20, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from November 29,2005 through December 9,2005. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, /l -'1-4~ ~ ~~~ /1 /(/--4----7 I' __ ____ { __ /Garf C. ((rueger, PE, CM LEEO@ AP ,t\ttachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.t1c-engineers.com Fax 321.639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274 · Fax 321-639-8986 ENGI NEEIUiN G FOR: AiliClil'fECfUI1iI! THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: Dec. 20, 2005 !Time: 8:30 am - 10:00 am WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Date of Activity: Dec. 9, 2005 Work in Progress: ~;//;/"/; 11~1!il ITEMS INSPECTED: Concrete Reinforcement - 03200 Dumpster Enclosure: Received approved drawing for foundation/slab. Reinforcing was inspected for bar size, spacing of bars and clearance. No discrepancies noted. Metal Framing: Roof top parapet wall and eyebrow at east elevation. No discrepancies noted. Previous discrepancies on parapet bolts were repaired correctly. Also received drawings of dumpster pad, enclosure and eyebrow detail (attached). I ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: No discrepancies noted. Items to Verify: none Ilnformation or Action Required: none I Attachments: N/A Report By: Dwight Webster / ISpe~!~~llnspector: Gary C. Krueger, PE A A c~ Special Inspector #1 069/(7P'" I { II v Page 1 of 1 L:12005-JobsI505022-Country Inn and SuiteslThresholdl120905.doc 3216380978 12/12/2005 09:31 3215380978 UES ROCK PAGE 01 )OS-O.;2J.v FIELD REPORT ~~ PROJECT, C~~rN ,Sorb DATE: PROJECT # ~ CJ3 ~1--c:::J r CLIENT. <(:>OR\~elN WEATHER: '.<...:v... ...",. ",~.1r .... CONTACT: "-l\\'f/,:,;~:> . "'/ .../ ..... ARRIVAL TIME: "6- 3>D DEPARTURE TIME: lor:JC) ON SITE TIME: J-S- TRAVEL TIME: t(() LAB TIME: EOUIPMENT CHARGE: TRAvEL CHARGE: MILEAGE: SCOPE OF FIELD WORK: lhe~<.D As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of T?f2.1~~~~ 037-CD ~- _ ~L ~6-~~<me T~ ~ ~- v.!A\\ .~=s At-~ fl~. - =~_~(~ . _ ~ ~~. 4%= H~ ~fIPAu9 \J.__ Ch~~ I - . \ I Also 7LeCtevto -~\~~ o-s. ~_~c: -~ _ 2J'.J(J (os;,u (Cf) ~ z'1-e ~ ):)e:r~\~J:I:t:D ) . UES TIME: 2-> I I -"'.......,....."" "'AKE~'- I +t I 1;::.:;1 I <:;) I i"\ 'I. ~ STANOBY TIME: UNIVERSAL ~ ------- ......Q."NEERfNG SCIENces ~Iant& lr..; Geotllchnlc.tll Eng~O r.:;:::::::" E"~rr.:JrlfTlenl8r SCienee-s ~ Cons1rLlction Malerlals Testing , I l.' i N ,~ ....1.. 11 ., IS) ~ ,~- -. .. ~.....-~ -,-~.-. '. ." __a ~..~ ., -, l~. -r w I . (!) I <I: . G\ PATINA. GREE"" TO MATCH t'1eTA~ ROOFING 0.. " . (4)i ,-~ , f i I . 1'-~ I . ~ ; ... I ; .' r I . , . l . 1. . -4 , . . . ---:-4- , i 'l \ ' , i i 1 CD i l 1 I I I . CD i ! i , I ill-d' j i ::.:: I ! " u i 0 , 0::': I \ \ i (f) f ! w I '.. i :J , , r r j I I : 1 ; i I 1 1 ( <V J i ft): . . . . I i . . III"; I . I 1.. i I - - ~ I j j '.::::.t- 1ft, " ~. 00 I f"- i I NOTES; (Tl IS) ! WHITE 1,:2" 11$ GUAGE METAL. FAAM1NG @lIG'" OC 00 1. (Y) I I i LD j 2. ATTACH AS DETAILeD' ON SHeeT S-7 .-I I N (Y) 1 "EYE BROW' DETAIL 3. 5/8" DSNSBOARC~ 4. 1 Y':2" FOAM AND EIF:.s .-I (Y) 5. EX1SilNG WAL.L. CO~IS'T~UCTION \~/ITH S/Bn PL.YWOOD .. (Tl SKETCH 1SA IS) SHSA THI~JG LD IS) IS) ~~~1~~ N DETAIL I HER'EB"t' a::f{lIFV TH""T THIIS PlAN. Sl'ECtFleJI IIOI~ OR . "- N RU'ORT WIo,S pftEPAAJ;O 6'f ME 01'1 UI<<1E R MI' IlIm:[;T .-I 5UP{R\'ISlotH'ffll 'l'W< T 111M A DUL Y ~Gl&IS:f AACHtTECl "- N f/1"WJ;:""'O' ~, .-I DATE It;, JJtP."IFAr; ,',,,, H L WEBER. AlA 2200 Wa1ef1O/AA'l Road. LOriI!' \.i1l.., MN 5!5l!i.!HM 1!l 1l5U76.443-1l. r:l): 9S/~ol76.5B63, FlW@weh!~rdti1eds()t)m 3216380978 UES ROCK PAGE 03 12/12/2005 09:31 ,'""'- V_I o..;v vp.I""'f-IS f V~,"""r "VYnllectS 952 47S 5863 p.e DATE: "t't ~. 1ceI; TO: P-a\JJ" ~ - FROM: Neil '~'Ileber, AlA 2280 Wa!~rtov.." Road. long Lake, MN S53S6.9419 AE: ~JM~P~ 952."76.4434. F.ilX' gn .416.5353. nw@w~llillrchltqcb.<:om "*~.h;~ ~\JLL ~.Nlb C-z.. t 'tD' t~~i ~ .\\ M . _....-.. "-- - . ~ _.....____~l.--..____ .r..... ..,._...~ " PI"" (.t)~. ~ \ AJIL ~.: NerA<<-- ~, .'1 ~ (.C(.&Jf,fN /ftJ.6e'; t f'1'~ CImIuJ '2) C~~ HJt#tf UJ/ PJtMtL . ~ (JF- 6\J~ (JIRfb '" WI ~ etJ /'NtJ'T. ! ML. PlPf, - 41,,6.' INIJ I , PJeltW ~ :-~ur~ . JlP? fIt~ (I:{: 'HIt/Au) ..~ ~ 6~,M Ii .au ..... ~ ~ t- nil ..f-El. -"~. ~ - z.-'6 r _ a" ~c:.l!Mc:1t.. w( _ *"~ 'J.~ ..t:... " j'-'--~- ~ ~ l ~'S Cbfrt/IlWS 11-! I . '-u ~ -~ lJ. t Altj t! ,,,,to !J.e fk\-\ ~ ~... 4A- --.- '--NOV ell 20135 02~ 31 952 4'7G 5863 PAGE. el6 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 EN GI ~EEIUN G FOIt AIlCIIITH:rlJin: THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: Dec. 20, 2005 Time: n/a WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Date of Activity: Nov. 21,2005 1W0rk in Progress: ii ;/ii iIU!Ullv;:>II\.,IJ\.! ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of meeting with super. Larry. The following was discussed: on-going construction and areas which still need to be inspected, including EIFS system screw pattern, roof truss attachment and stairwell structural steel welds and anchor bolted connection. Universal Engineering Sciences also received details of shop drawings on the exterior EIFS system and also for the window attachment. This detail shows the installation procedure used in installation on site which is attached. The above referenced inspections will be performed Wednesday, 11/23/05. ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: See above. I L.. . I Items to Verify: none Information or Action Required: none Attachments: N/A Report By: Dwight Webster ,1 I~pe-i-ll--pect--- IGary C. Krueger, PE f"d I Iv \,;i:I II~ \,; VI; ISpeciallnspector #1069 gtp- I / \,\ / Page 1 of 1 L:12005-JobsI505022-Country Inn and SulteslThresholdl113005.doc mg~~~~~~~~~.~~,. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 090Thresh-1121 820 Brevard Avenue' Rock/edge, Florida 32955 Date: 11-30-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 11-21-05 Technician: Dwiqhl-Webstcr -------------~ ---------- \ -------- Threshold ~ / \ As requested, a Universal Engineering Sciences Technician was present at the above 1 referenced location for the purpose meeting with super. Larry. The following was discussed: on-going construction and areas which still need to be inspected, including I EI FS system screw pattern, roof truss attachment and stairwell structural steel welds I and anchor bolted connection. I \ Universal Engineering Sciences also received details of shop drawings on the exterior \ EIFS system and also for the window attachment. This detail shows the installation procedure used in installation on site which is attached. The above referenced inspections will be performed Wednesday 11-23-05. ) "--- / ------- FROM : SOUTHEf<t~ COMMERC! AL GLASS FAX NO. :9125295864 Oct. 19 2005 12:29PM P2 . ..--------....----... le/8S12eeS 22:41 792-6474 SANDY CUYLER PAGE 011131 r Jipisi~ i!gs .S~ ij51 . fl IIi I! ~! 2 .~n I~II:!! 011 el ~i in if II( qlfl,'.f!! ~! f~! e ~; '~i ... ~! y !:!i j.. <, ~f II It"' ~~ i ~ i ~, '.3, i..,'I~!!'! " II=U:bl!f W: . 'l~fJB:ir ~. ; Ji!ld : :5 f ~:j ii J &, . ~!r " I e ~ -J : I .... ~ if; I ! c; --;t - J ~ I '. i f I. [" f r ! Ii: :;j a a ! ~ ~ :i i1 j I J ,.. i ~ a Jk .' ""~ I- I --,- i ~ ~ \\ l"~ · 'i ~ I , .iI ? CJ ~ NOTes: 1. EXTERIOR WALL (@flrst floor) . Exterior EIFS system . 518" Densglass- wi screws @ 8" OC . 6" x 16 gauge metal studs @ 16" OC . .. -..". _'.~. .._ ___ __ -"0 ___. -.. -.. -,~- ~.'.- .---~ ,- . Insulation " / . .;: . Gypsum board 2. PRECAST DECK / / 3. INSULATION AND ROOF MEMBRANE 4. %. PLYWOOD-wi screws @ 8" OC / / 5. 2 LAYERS PL YWOOD-wl screws @ 8" staggered / 6. 6" 16 GUAGE STUDS ~ TRACK '1 I wi ;4"x 2" tapcons @ 8" OC ; / i ~I _: -- I I 7. 6" 16 GUAGE TRACK-wi 0.177 PDF @ 16" oc.. j , ~ I -& 1 W' @top of slab and 1" @bottom of slab typo I _l i , 8. TYPICAL HEADER AND SILL (not shown) ! N Sills 2- 3 5/cS" x 16 Gauge I 3- 6" x 16 Gauge track I Heads 2- 6" x 16 Gauge I I / Ii' t1PP / 3- 6" x 16 Gauge track I ~ r tn. , ; i (j) Tn .-1 r--'--! '0 ,~,~J i i ~I I +--_1 r~-l .', / ./ / / ill WAL.L. AND PAR.APET DETAIL. SECOND, THIRD, .$ FOURTH FLOORS AND HIGH PAAAPET ,'12." ~ '''.0'' I HEREBY CERTIFY THAT THJS PLAN, SPECIFICATION OR REPORT \A/AS PREPARED 8Y ~,1E OR UNDER nAY DIRECT SUPERVISION AND THAT I ,4,M A, DULY REG!STERE!:' ARCHITECT UNDER THE LAWS OF THE Sr.,:,TE OF FLORIDA ~ \jJ~ GATE 1 ~-unS' NEIL WEBER, AlA REGISTAA TION AROO17512 ~ountry Inn & Suites :ape Canaveral, Florida 7 ~!I'r 0> L' >j' Notes: 1. . EXTERIOR WALL (@f1oors 2, 3, 4) 9~/?:J v . Exterior EIFS system . 5/8" Densglass- wi screws @ 8" OC . 6" x 18 gauge metal studs @ 16" OC . Insulation . Gypsum board T 2. PRECAST DECK 3. INSULATION AND ROOF MEMBRANE 4. % PLYWOOD-wi screws @ 8" OC I ! 5. 2 LAYERS PL YWOOD-wl screws @ 8" staggered 6. 6" 18 GUAGE STUDS t TRACK / / wi W'x 2" tapcons @ 8" OC ! 7. 6" 18 GUAGE TRACK-wi 0.177 PDF @ 16" oc.. I ! 1 W'@top of slab and 1" @bottom of slab typo = 8. TYPICAL HEADER AND SILL (not shown) r _\ , Sills- 2- 35/8" x 18 Gauge -I 3- 6" x 18 Gauge track I Heads 2- 6"x 18 Gauge I .'uL-+ j ..~ 3- 6" x 18 Gauge track i f v t 1 h (/ ! -1-- ! ([) i I ! - WAl...l... AND P Al<.APET DETAIl... FIRST FLOOl< WALL AND LOW PAAAP5T I HEREBY CERTIFY THAT THIS PL.:\N, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ,l\ND THAT! A1\-1 A nUL Y REGISTERED /\RCHiTECT UNDER THE LAWS OF THE STArE OF FLORIDA. jJW tf/L DATE. 1 'SftPr~ NEIL WEBER, AlA REGISTRATION AROO17512 ;ountry Inn & Suites ;ape Canaveral, Florida , 17Mr ()~ --- --- "--- ENGINEERING FOR ARCHITECTURE December 20, 2005 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. This report summarizes our services from November 29, 2005 through December 9, 2005. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, rk~ v/ ~ /i / /G ry C. -.rueger, PE, eM LEEO@ AP Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa. FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 EN Gl NEERIN G FOR A'RCHlftCTUU THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: Dec. 20, 2005 TIme: 8:30 am - 10:00 am WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - , Date of Activity: Dec. 9,2005 Work in Progress: """"'.',,;:'; ;7';7 ,'7'? ITEMS INSPECTED: Concrete Reinforcement - 03200 Dumpster Enclosure: Received approved drawing for foundation/slab. Reinforcing was inspected for bar size, spacing of bars and clearance. No discrepancies noted. Metal Framing: Roof top parapet wall and eyebrow at east elevation. No discrepancies noted. Previous discrepancies on parapet bolts were repaired correctly. Also received drawings of dumpster pad, enclosure and eyebrow detail (attached). I ITEMS NOT IN COMPLIANCE WITH TI-lE CONTRACT DOCUMENTS: No discrepancies noted. I I Iltems to Verify: Inone Ilnformation or Action Required: Inone I Attachments: N/A Report By: Special Inspector: '" Page 1 of 1 L:\200S-JobsISOS022,Country Inn and SuiteslThresholdl12090S,doc 3216380978 12/12/2005 09:31 3215380978 UES ROCK PAGE 01 5'oS-Od.~ FIELD REPORT J2}g[ce PROJECT -C~~rN ~S(]ks DATE: PROJECT # - CJ3. ~l-c:::)( CLIENT: ?OR\"el\AJ WEATHER: CONTACT: '~~~::1 i ':~ff;t:~> . :)/' ARRIVAL TIME: ~>D DEPARTURE TIME: loo:c:> ON SITE TIME: J-s TRAVEL TIME: f(D LAB TIME: EOUIPMENT CHARGE: TRAvEL CHARGE: MILEAGE: SCOPE OF FIELD WORK: ~W As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of ~E.t~~~ -- D37-I:D ~- t~l_ ~J.6-~ ..~~ Tdt>~ - D.._(h~ . ~ . {-- --- --- ~lso (Lec,cvtD -~\~~ o:t:-l2u_~~ ~ _ 2:~~(O~UlUJ ~ Z'1~eao.v~J. C4TTdc~) ....- I I UES TIME: 2-. -s-- I I # -.-........" .... .~.-N I I 1;:01 ;::. I """I;: : STANOBY TIM!;: UNIVERSAL CONTACT/ ~----- -"'GlNEERiNG SCiENCES ~1r.;Geo~n~IEno~"~o e"lIironmenUilJ SCienr;1h ~ ~ns1Nc:tion Malerlals Ta$ting l.' i 1~ ...1." N ro ~ .~- -. " ~--. -,-~.-.., ... -.... ~.~~ -t- -, l~. w U) i " r;;\ <J: PATINA GREef'o.J TO K~TCH IHETAL. F<OOF:jNG 0.. ,- . (4)i ,-~ , t , i I . ;r-~ I . ~ : .. r ; .' r I . . . ! . . l' . , . . ---:-4- -~ , .~ . t i ' , i : I i [) i I 1 I I . CD i l , i , , 111.0" ::::.::: l I ! , u i i 0 , ~ 0::: \ ! (J) f w , \, i :::l I r r I I 1 I / ~ 1 I 1 ~ i .f of' 4 it): . . . . I ~ III ~ ; i . I \. i I - - ~ I 1 '. -l- Yt- " - , j ... 00 I l"- i I NOTES); CTl ro ! WHITE 1- ,~" 16 GUAGE M~T AL FRAMJNG @'Ie" OC 00 (Y) ! I LD i 2. A,iTACH AS DETp-ilL.eD ON SHee:T 57 ..-i j I N (Y) 3. 5/8" DENSeOA.RD j J'EYe 6f<OW' DETAIL 4. 1 %" FOA""" ,A,N[::t 1e.IIFS ..-i 5. E.Xl$TING 'WAL..L. CONS'T~UCTjON 'N1TH S/BlJ PL.YWOOD (Y) en ,SKETCH 1SA SHEATHING ro lD ro ro N DETAIL I HERE8\' Cl:RlIFV mAT THIS PLHl. SPEClFlCATIOI,' OR . "'- ,. -~~ N REPORT w~ PREPARED ev UE: OR \mOEFlMI'!JIRECT ..-i 5UI'tW.'.SIO~ /lffl) TttA.T 110MI'. DUL Y ~.~ AACHITECl "'- ERT~~Sll"lE:OF t N ..-i DATE I ~ J)fP.18.'S; archlte,ct& .& p~annfth~ t',.;. " L WEBER. AlA 2'230 Wa1!!flown Road, LDn~ We, MN 55l5&Sl41!l 85U7~M;j.4. Fax 952.~75.!ifl63. nw@w<!terartll~1r-dS0n[l1 3215380978 UES ROCK PAGE 03 12112/2005 09:31 I ,,,_ \.J J 'Jv ....". I '""f"lS VVEo'-1 "rvTlIle~ 952 476 5S53 p,e DATE: -tt ocr. ~ TO: (I.. OJ" (.iftEI... - FROM: Neil Weber, AlA 2280 Wat!!rt;wI.'l'1 Road. long Lake, MN 55356-9419 RE: ~JMP~ 952"476.4434. F~x 9S~.476.5.!l53' nW@Wl!lbellillrt1lJtqC'f.!;:.~om ",*~j$~ t::::l\AL. OU\VJ JNltt c.-z.. t'" "tD' Jz. · i ~ t tMi:._' ., ~ - _....-.. .-- " .. ._~'.'--._--- ~~ ....- .....---- ., Pille Cb~. ~ \ AJIL ~~ ~erJ\L. ~I .'1 ~ OXJJf.fN ",...., t Pt,.. C/J<<JIUJ fa) c ~ ltCttl UI/ lVtiEtL . ~ (If- 61f/.N1 (J1ATb - Wi ~ I ctJ /9ItJ'T. I & PIPe. - 41,,6'" MlIJ I , PJIJItD1 ~ ~-fJdurl . .. JIP? ftk~ (q: 'IfflIAu) , . - ~ 6~,!I! ..... r-"'l ~ .. '1=~~ fW' - ~.'9 t tp" c-c:. ~ Wi .. ~ *'~ -z.~ ..L.. , - , I ~,---...~....... 1 - ~ 1 \~~ ~1IttJ5 I"~! I _U ~~ '* (,.- [J. I Af-t1 (!J~.t ~.e ~,~ ~.. 4It -----NOV el1-20aS 02:31 95< 476 5863 PAGE. ca6 COCOA DIVISION 874 Dixon Blvd Cocoa FL 32922-5809 321-636-0274. Fax 321-639-8986 EN GI MURIN G FOil: A!lClfI'fECfIHiE THRESHOLD INSPECTION REPORT Project: Country Inn & Suites Field Report No: 034034 Permit No.: n/a Plans Examiner: n/a Project #: 505022 Date: Dec. 20, 2005 Time: n/a WeatherlTemp: Site Location: Cape Canaveral, FL Conformance with Schedule (+/-) 1- Present at Site: n/a Estimated % of Completion: - Date of Activity: Nov. 21, 2005 Work in Progress: ;..;;.<<<<'.'.'<LiCi JJ ITEMS INSPECTED: As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of meeting with super. Larry. The following was discussed: on-going construction and areas which still need to be inspected, including EIFS system screw pattern, roof truss attachment and stairwell structural steel welds and anchor bolted connection. Universal Engineering Sciences also received details of shop drawings on the exterior EIFS system and also for the window attachment. This detail shows the installation procedure used in installation on site which is attached. The above referenced inspections will be performed Wednesday, 11/23/05. I ITEMS NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS: See above. Iltems to Veri : Inane I Information or Action R uired: none Attachments: NfA Report By: Dwight Webster /7 Garj C. Krueger, PE LJ/~ I /Speciallnspector: ISpeciallnspectOi #1069 I ,<1~ I I / ~ Page 1 of 1 L:\2005-JobsI505022-Country Inn and SuiteslThresholdl113005.doc m~~~~~~~~~~~._"~. UES Project No.: 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 090Thresh-1121 820 Brevard Avenue · Rock/edge, Florida 32955 Date: 11-30-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 11-21-05 Technician: I ---------- \ - \ ~ Threshold /~ \ I l \ As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose meeting with super. Larry. The following was discussed: on-going construction and areas which still need to be inspected, including I \ EI FS system screw pattern, roof truss attachment and stainNell structural steel 'vvelds I \ and anchor bolted connection. I \ I Universal Engineering Sciences also received details of shop drawings on the exterior EIFS system and also for the window attachment. This detail shows the installation procedure used in installation on site which is attached. ) The above referenced inspections will be performed Wednesday 11-23-05. \ / '--- ~ FROM : SOUTHEf<H COMMERC I AL GLASS FAX HO. :9125295864 Oct. 19 2005 12:29PM P2 ...-----......-----.. Ie/aS/2ees 22:41 792-6474 SANDY CUYLER PAGE 81/131 . ' ~) fiJs1:i-i,gs ~! il~ ij~ . II IIi J! !! 2 a:l!l r~lI, aEj ~f ~i 1U 'i IIf · Ii IIi,',!!, !! Ii! ~V I.. <! ~; t ~i fl It"' !fe I ~ i !II I. ~i ~ i .,I'tlll. " · 'I ~ rl C u:: hi:,: ~i!~ ! Ji~ B ~~. rll!Rif! ~s f t:J Ii J II ,II' ~ V p. !~ ~ .:. i 5 !! ~ i J I t " If ~i a ~ ! , !l ;; Q i I .1 IP. i ~ a .' I i ~ ~j ,,,,,-,,,,,,, ,I \ ~ il '~ · 'i ! I I ,J.' @ ! ~ ~ 'I> j r .. M .. ! ~ ... ~ g <' i ... Notes: 1. EXTERIOR WALL (@f1rst floor) . Exterior EIFS system . 518" Densglass- wi screws @ 8" OC . 6" x 16 gauge metal studs @ 16" OC . .. .." __. ......_..._ u._.___ ._~. - '-"-~---. . '----,--- '-"--",. Insulation / . ~ . Gypsum board 'IJ 2. PRECAST DECK / / 3. INSULATION AND ROOF MEMBRANE 4. ~ PLYWOOD-wi screws @ 8" OC :- 5. 2 LAYERS PL YWOOD-wl screws @ 8" staggered ~ / / / 6. 6" 16 GUAGE STUDS ~ TRACK J- 'f wi ~"x 2" tapcons @ 8" OC J it v--I 7. 6" 16 GUAGE TRACK-wi 0.177 PDF @ 16" oc.. r- I 4) 1 14" @top of slab and 1" @bottom of slab typo -' i N 8. TYPICAL HEADER AND SILL (not shown) Sills 2- 3 518" x 16 Gauge I 3- 6" x 16 Gauge track , Heads 2- 6" x 16 Gauge I , 1/ · -:rrr / 3- 6" x 16 Gauge track I ~ T rq-- (i) ; 1 +-- -I r-- ---i I ~ , i I I@r I ,~,~j +----J t----j ,'. / .' / / , ill ~ \VAL.L. AND PARAp=T DETAIL. SECOND, THIRD, $ FOURTH FLOORS AND HIGH PAAAPET ,'/1.".. f'-o" I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERE!:' ARCHITECT UNDER THE LAWS OF THE ST.,:,TE OF FLORIDA. ~W~ DATE 1 ~1f))S" NEIL WEBER. AlA REGISTRATION AROO17512 :ountry Inn & Suites :ape Canaveral, Florida 7 $!1'(, C'S Notes: 1. . EXTERIOR WALL (@floors 2, 3, 4) '9 ~I t/ 1/ . Exterior EIFS system ----_._._~ . 5/8" Densglass- wi screws @ 8" OC . 6" x 18 gauge metal studs @ 16" OC . Insulation . Gypsum board T 2. PRECAST DECK 3. INSULATION AND ROOF MEMBRANE 4. :u PL YWOOD-wl screws @ 8" OC i 5. 2 LAYERS PLYWOOD-wi screws @ 8" staggered 6. 6" 18 GUAGE STUDS .$ TRACK / / wi W'x 2" tapcons @ 8" OC I 7. 6" 18 GUAGE TRACK-wi o.rn PDF @ 16" oc.. I ! 1 W'@top of slab and 1" @bottom of slab Typo I ~ er- 8. TYPICAL HEADER AND SILL (not shown) _\ , Sills- 2- 3 5/8" x 18 Gauge -; I 3- 6" x 18 Gauge track I Heads 2- 6"x 18 Gauge I .u~ j .-1- I 3- 6" x 18 Gauge track v , rJ Y -1---- ! G) G> I i - WALL AND P,ARAPE:T ~c=rAiL.. FIRST FLOOf< WALL AND LOW PAAAP5T I HEREBY CERTIFY THAT THIS PL.:\N, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERViSION Ai~D THAT i AM A DULY REGiSTERED /i,RCHlTECT UNDER THE LAWS OF THE STATE OF FLORIDA. jl1i/ tlJL DATE. 1 ~~ NEIL WEBER, AiA REGISTRATION AROO17512 :;ountry Inn & Suites :;ape Canaveral, Florida ' 17fJ1ir o{ m~~!~~~~~~~"S'i""'" Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: December 21, 2005 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 092THRESH, 091THRESH. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certificate of Authorization No. 549 (l~_~LCd~t:^~ ~- Richard E. Hoaglin, P.E (Lh....,.JJi"1--' STATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 1 Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, Inc; 581 E HOiatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CONSTRUCT!ON SERV1CES DEPARTMENT\Repoit Tiansmitta: Sh&ets\34034-001-01.uoc mg~~~~~~~~~WS'i~". UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 092thresh-1209 820 Brevard Avenue' Rockledge, Florida 32955 Date: 12-13-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.50 Total Time (hrs): 3.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 12-09-05 Technician: Dwight Webster Threshold As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of reinforcement -03200. Dumpster enciosure: Received approval drawing for foundation / slab reinforcing was inspected for bar size, spacing of bars and clearance. No discrepancies noted. ivietai framing: Roof top parapet wall and eyebrow at East elevation. No discrepancies noted. Previous discrepancies on parapet bolts were repaired correctly. Also received drawings of dumpster pad enclosure and eyebrow detail. ( Attached). ; I II i j,i \" ~rl-" i -~- .-~..-." ~-"'--'-"~"--"~ .. .. - ~~ -.... T- i " - ~ (L) 0) (;:\' lPAT'NA GREEN TO MATCH METAL ROOFING ' . I ,,4)! I i . ;- I 'r-..''- t -_._--t-----I --- " I I . , ,~- . If' , , -,----I.~'----r--~-...,~-~_+_' i=b/ -, 1 ' it;Tt;' , ""~--':\~,1 ::-- i CD i I i CD \ II_DiI I ~ , \ i i I I I I , , -~ --- i,; 1 ""I" , i i5: .- , I i i 11;1.": I .::::ji.' I ; +- ! \.~:y~" ,I A' i I NOTES; I I WHITE 1. 1;2" 16 GUAGE METAl. FRAMING @1G5" OC I r I 2. ATTACH AS DET/~ILED ON SHEETS7 I "EYEBROW" DETAIL 3. 5/8" DENSBOARD 4. 1 'Y;2" FO/~M AND EIFG 5. EXISTIN,~' "VALL CONSTRUCTION 'VVITH 5/8" PLYWOOD SKETCH 13A SHEA-THIN,:; DETAIL I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATIOI~ OR _~:1~~ REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DUL Y ~GIST~D ARCHITECl /..... DERnW~STATEOF .rJl,f. F DATE / G vtv. W> NE L WEBER, AlA ~.. .~26D Watertown Road, LonQ Lake, MN fiS";Sfi.QJ 1 Q , 1.......... V I VV V J , 1 '.,.a V H:lUt;! t\fGnn8crs 952 476 5863 p.6 DATE: 1~'t /Xf'. 1.atr.; TO: p" 'I)J" ('Atl.. - FROM: NHil /v'eber, AlA 2280 Walertowr: Road, long Lake, MN 55356.941 S RE: ~JMPsmtl- 952.416.4434. Fax 952476.5963 . nw@webe/archilects.com '* ~~q1~ /fS. ~ ClVlL 0U\tIJ INtD C-z... zo' 12': r ~t- t ~. Aha! r . ..~ N - --,--- -_. .._....~....-:~-.t--,......._ ..:" _..--...-.... _., r' Pf~ CJ:L Go~. ~ . 0- {!Ol.c... \ ~~ NftrAL. ~, (g It eJ~ CJ:i.JJWJ f(n.&fo t P1P~ CtJWWJ Q <<~:.o lftlPtf ()J/ W~ , ~ Cf-' (,'-1 ~ (pI{Jt. - Wi ~ OJJ~. <II kL. PIP'- - 4 1~"., MlIJ P,.f:uo.J ~ ~ . '- PhIJr /lJi . ( .. J.:...:- - " " ,,' ~ ftX~ (t:(. 'I/tUAJI) .,.1.-. . ~r -t,~. l-~J c I <# , , .~~~~ i1l ~ z. >>~ 1" 8" C_C:. ~ wi · It-,~$.~ 6~. { I ~ } ~.............-----..-. j \~ - l \: Z. 1& ~ ~I iIW5 ~- i~~jt l u ". I q I.. c.-~' ~ Att1 t!f&l !J.e ~~WAf1 ~'~4A ---Not) 01- 20';J5 02: 31 ,-- 952 476 5863 PAGE.0S mg~~~~~~~~~'SCiffice'. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 091Thresh-1129 820 Brevard Avenue' Rockledge, Florida 32955 Date: 12-06-05 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 11-29-05 Technician: Dwight VVebster Threshold As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose inspection of the following: 1. Screw pattern of densglass to exterior heavy gauge studs: No discrepancies noted. 2. Parapet roof truss attachment and framing: Several bolted connections between the pipe column and framing are missing. Plan requires (4) 5/16" x 1 y,." per connection. 3. Stairwell attachment: The South East stairwell was inspected and it appears ali anchor boits were correctly installed. North East stairwell roof landing is being field fabricated which requires the cutting of several steps and landing horizontal pieces. This will be inspected when complete. 4. Anchor bolts in structural steel: Several anchor bolts were found loose or missing at 1 st floor elevator and at entry canopy. .. v c.. ~~ u.;: ..j..jp p. 2 Page 1 of2 Noel Dmor --_.- From: "weberarchitecfs.ccm/nw" <nw@weberarchitects.com> To: "'Noel Droor'" <noel@droorassociates.com:> Sent: Tuesday, October 11, 2005 6:38 AM Subject: RFI #123 Can you please respond to this? Request For Information September 19, 2005 /\ ' /'i F J RFl )Jumbcr: 123 1<. Vi./ j//-rtl I Project: Country Inn & Suites Cape Canaveral dll.:l' :Yz/V/ rIll S Project h: 24-528 K f:r" , , Submit1cd To: l~tc.iI-.:.~cbcr.- Weber Architeci.:) ___.. j(~l (}('.J fr;"~S <'~~ t1 ~' -, , c <;... /~. Copies: Kent Oli~cr.- Portvicw Inn &Suites__ _'H'_' ' l.J Jeff llsakka.-=-.Kt:aus~^ndcr:>on ._ Steve Johnson::- Kr:ms...::.6.ndcrson_._. Submitted ny: Da,,:idJ~.o.tcnbcrgcr - R.W. PaulComaructioo, Tne Larry SchacJcJ_::.J~,.~.J~auI. Constmction, 1 nc Date Answ::r Required: Scptcrnbl.'T 22,2005 Infonnat'ion Rcqucstcd:_Rc.i~_cJ1.C_c_S,hcct S-:-6- Details B, nand F (Should f be an interior \vaIl condi.ti.CD.?): E<.tch detail shows 9. #4 hook barcasr in.bcam..@..:1-9:..o...c...in addition to the #5 vcrticaU~<'lr and ft~tx_3J).=-barin each kcyway._ltus_~d...Jh.cjt~thook bar would have to be cast into the beam atapr:~ dctcI:wincd .location to hit in a celi of the piank..orjn_a_p.arl..c.UQint,.:which creates a constmctaQil.i~jssuc.. T 5 it occ:;ptablcJ.o_c.l.i.minatc the #4 hook.c_dJ'!.~r.s_aLth~jntcrior ,walls? Respon;;c: \. J t- -:', --jI/.."''1 /' f;."'- /\...: --1--c:-~--- J t_J......~ --1__ .~"~ -- .. / / '.-"--'-- . ; I /~..- . .' ........ ~~' ~ -; -" J 11 )1--._--; I " I /. t / I' J {.. 1/ f v t.; f / _' ...,. ,!., '7 { -'/ .." ./ < !A~ -~ I\~_ J l,,' f r "',/',.. .. /' 1011 0/2005 cc., -..1035 it:E- February 1, 2006 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. Enclosed please find our updated Table of Non Conformance. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, AP Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: R\^J Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-941 9 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922~5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 5 i~~~i a~qit;l. .....;..P~tE!i ...p~~E! ..... '[ .. 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued 1/19/05 One set stamp/sealed structural dwgs. ASAP. received. Item closed 6/9/05 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/19/05 Item resolved show (2) #8 center bars. All piles were should be issued to UES/TLC. per fax dated installed with 1. Update 6/7/05. 8/30/05 from Select pile details changed but FG2 D.W. still retains 2 - #8 reauirement 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 Modified GB's be splayed open on top to form a changes and issue same to all plans monolighic pour when slab on grade is parties. received. placed. The field gradebeams are Resolved sauare. 6/7/05 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/19/05 Item resolved in width and the original reinforcing changes and issue same to all per fax dated bands/ stirrups are 21" in parties. 8/30/05 from circumference thus preventing the D.W. normal 3" of cover to all reinforced concrete permanently exposed to soils. 5 Pilecaps listed as FG-3, 4, 5 and 6 - Please advise and issue S/S 1/19/05 Modified are shown in plans poured changes. plans monolithically into slab. Pilecaps in received. field and square and formed to be Resolved poured separatelv from slab. 6/7/05 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 Item resolved gradebeams - approx. 3"-6" off center. changes. per fax dated 8/30/05 from D.W. "7 (2) pilscap types FG-4 and FG-4A are Please advise and issued S/S 1/28/05 FG-4A's I I shown on steel drawings but not on changes. I removed in structural. They are different sizes but updated plan. not shown on plans and the reinforcing Resolved is the same amount & sizes. This will 6/7/05 not work. I I 8 I Received stamped set of structural Please verify. I 2/9/05 FG-4A's plans with several changes removed in incorporated (2) items not addressed UP~~~~~~I~n. I I were (1) there are 2 sizes of pilecaps esolvea on steel plan take-offs with regards to 6/7/05 2 pile caps FG-4 and FG-4A. There is no FG-4A on structural drawings; only FG-4. 9 The FG-1 and FG-3 pi/ecaps on new Please advise and issue S/S 2/9/05 Item resolved I plans are shown poured monolithically changes. I per fax dated I with slab. The field form work does I 8/30/05 from not reflect that. D.W. TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 5 i~l~ .'"" . ..1(....+ ;....:..l....ffl~9'cf,. p~~~ ..""..~~f~i .......... 10 DELETED I 5/25/05 DELETED 11 DELETED A reinspection is required prior 2/24/05 DELETED to concrete placement. 6/7/05 12 There is also a question with regards The Engineer of Record needs 2/24/05 Item resolved to numerous electrical conduits in slab to approve the configuration of per fax dated displacing concrete which is to be conduit to be acceptable. 8/30/05 from placed. D.W. 13 Slab on grade - Column Lines 1 to The 900 hooks were added to all 3/2/05 3/2/05 8.25 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.O.R. determined 3/2/05 Item resolved with regards to grade beam FG-3 at M/1.5. that this grade beam was not per fax dated needed." 8/30/05 from D.W. 15 The electrical room slab has to be Universal did receive a faxed 3/2/05 3/2/05 changed. copy of change order from E.O.R. 16 On plans S-5, the thickened edges at Need response from E.O.R. 2/28/05 Observed by slab perimeter show the #5 bars in slab UES. mat having hooks 900 turned into FG- Resolved 1/FG-3 beams. The mat in place has no 6/7/05 hook bars. 17 Plans show an FG-3 grade beam at Need response from E.O.R. 2/28/05 Item resolved approx. col. Line MJ1.5. This beam should per fax dated have tied into the FG-2 at col. Line 2. Due 8/30/05 from to the fact that the FG-2 was poured prior D.W. to this inspection, the bottom #8 bars in the FG-3 have been cut off and the top (3) are I laving atop thp. pOI Ired FG-2. 18 DELETED 2/23/05 DELETED 5/25/05 19 DELETED I 2/23/05 DELETED 5/25/05 20 DELETED ::3/1 U/US ut.Lt.It.u 5/25/05 21 Concrete reinforcement overhead I Two (2) discrepancies were 3/18/05 I Confirmed by I beams at Lobby area, Column Lines noted, pointed out to UES. 18.7 and 20/H to K. Inspected was bar superintendent and Resolved size, number of bars, spacing of ties immediately repaired correctly. 6/7/05 and clearance. Two (2) discrepancies were noted, pointed out to The structural specifications call I superintendent and immediately I I I repaired correctly. for a c1eanout at each reinforced cell. At the shear walls for the CMU Walls & reinforcing Column Lines west stair well, the c1eanouts are 1,2 and 3/A to K - All reinforcing was spaced at 16" instead of 8" as this inspected for bar size, bar cap, spacing of grouted cells and placement. is a shear wall with reinforcing at 8"0.c. I I I I I I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 5 22 DELETED 5/25/05 23 DELETED 3/23/05 DELETED 5/25/05 24 DELETED 3/31/05 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200- The reinforcing was inspected 4/13/05 Confirmed by 1 st Floor. Column Lines 13 to 17 / P, for bar size, lap, splice, length UES. N, M & Land shearwalls @ NE and cover. (1) discrepancy Resolved stairwell walls. Reinforcing was noted: The left (south) end of 6/7/05 inspected for barsize spacing of bars, beam does not have enough lap/splices and c1eanouts. One bearing. It should run into discrepancy noted - but is acceptable. adjacent blockwall. A Approx. 6 pieces of vertical reinforcing reinspection is required prior were larger than necessary #8 vs #6. to concrete placement. Concrete reinforcement - 03200. (4) C-7 Columns 1st floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20/05 Correction Overhead beam at lobby elevator. slab at 13/K.8 to M are not observed by Discrepancy noted on previous within walls (8) bars need to UES. inspection was correctly repaired. be added by drilling to Resolved CMU Masonry 4200 _1st floor column epoxying into slab a minimum 6/7/05 line 13/K.8 to T, 9/K.8 to T, and of 3". A reinspection is elevator shear walls at 12.7/M.5 required at this area prior to lacement of rout. 27 CMU Reinforcing Inspections. 1 s floor No discrepancies found. 6/2/05 Correction column line 6 thru 9/ L to T. All observed by reinforcing was inspected for bar size, All areas which had UES. I cap and placement. I discrepancies on previous I Resolved inspections with regards to 6/7/05 reinforcing out of cells were correctly repaired by epoxying new bars within the CMU cells. I , I 28 Numerous Connections were changed Requirements in writing 6/2/05 Item resolved to accommodate size differences and required from EOR. per fax dated adaptations of welds and clips in lieu 8/30/05 from of bolted were discussed. All D.W. calculation of shear and moment were complete by Mr. Droor and requirements will be made in writing. I I I I Several stiffeners and angle bracing (kickers) will need to be installed. All items on list from Mr. Droor will be ins ected b Universal at a later date. 29 Structural Steel 05200: Anchor bolts To be reinspected on 6/29/05 6/23/05 Item resolved not tightened on 12" x 12" plate. Line when bolt torque testing is per fax dated Item #4. being done. 8/30/05 from rl\M I I I I I LJ'. V V . I L:\2005-Jobs\505022-Country I nn and Suites\Threshold\T ableNonConform .doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 4 of 5 Hollow Core Slab, Floor, Edge Issue Beam/Bearing Panel Points: Prevo resolved. discussed that the plan details on 5-6 Received RFI show A #4 hooked bar at 40" o.c. at all #123 bearing locations yet the field work response only reflect this at bearing points on accepting as- exterior walls. Reinforcing was found built in every panel/40" o.c. but hooks are conditions only at exterior points. R.W. Pauls per fax Supt. Harry Schaffer should have received submitted RFI. 1/24/06. 30 At north stairwell, (2) embeds are Should be repaired to facilitate 8/5/05 Issue missing or misaligned preventing the welding of beams and then resolved per welding, Col. Line 4.9. On Col. Line joists in these areas. fax dated 4.95, the galvanized plates atop the 4 11/23/06 pier columns are at varying elevations from D.W. and are supported by wood wedges instead of non-shrink rout. 31 Structural Steel 05200: Several Contractor notified. 8/3/05 Issue connections did not meet required resolved per torque for 3;4" high strength bolt (A325), fax dated 355 H/lbs. General wedge anchors at 11/23/06 added beam clips were not tightened. from D.W. Several bolts were found not long enough to provide proper clearance from nuts - 3 threads. 32 On-going construction and areas Inspections will be performed 11 /21 /05 Issue which need to be inspected include on Wednesday, November 23, resolved per EIFS system screw pattern, roof truss 2005. fax dated attachment and stairwell structural 11/29/06 I steel welds and anchor bolted I I from D.W. connection. 33 1. Parapet roof truss attachment and To be reinspected when 11/29/05 Item #1 framing are missing several bolted complete. I resolved per I I connections bemeen the pipe column I fax dated I I and framing. I 12/9/05. I 2. Several anchor bolts in structural Previous steei were found to be ioose or I discrepancies missing at 1 s! fioor elevator and at on parapet entry canopy. bolts were repaired correctly. Item #2 I resolved per fax dated I 1/24/06. Visual inspection of anchor bolts @ elevator found them '&'-. L..._ I I I I I I lV uc; tightened. L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 5 of 5 Metal Framing: Porta-Cochere Roof - Signed and sealed plans to be Issue Dimensions and spacing is different picked up at a later date to resolved per from plan. confirm as-built conditions. fax received 1/24/06, Universal received stamped drawing for the porta- cochere framing which matches the as-built conditions. L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc ENGINEERING FOR ARCHITECTURE February 1 , 2006 City of Cape Canaveral Chief Building Official Building Dept P.O. Box 326 Cape Canaveral, FL 32920 Reference: THRESHOLD INSPECTION Country Inn & Suites Cape Canaveral, Brevard County, Florida Universal Project No. 34034-001-01 TLC Project No. 505022 Dear Chief Building Inspector: TLC Engineering is performing Threshold Inspections for the Country Inn & Suites in Cape Canaveral, Florida. Our inspections are being provided in accordance with our interpretation of the Special Inspection Requirements promulgated in Chapter 553, Florida Statues. Enclosed please find our updated Table of Non Conformance. Please feel free to contact us at (321) 636-0274 with any questions. Best Regards, Attachments Distribution: Client: 2 1: Mr. Kent Oliver; Portview Country Inn & Suites, LLC; 215 N. Central Avenue; Duluth, MN 55807 1: RW Paul Construction, Inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Universal Engineering Science; 820 Brevard Ave; Rockledge, FL 32955 TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 1 of 5 I~~i / \ ll;,..;';';k I"1C:"I~' . Dale; . 9~~.~ . .. ; 1 TLC/Universal require 2 sets (1 ea.) of Plans need to be issued 1/19/05 One set stamp/sealed structural dwgs. ASAP. received. Item closed 6/9/05 2 Augercast Piles in structural drawings Stamped/Sealed changes 1/1 9/05 Item resolved show (2) #8 center bars. All piles were should be issued to UES/TLC. per fax dated installed with 1. Update 6/7/05. 8/30/05 from Select pile details changed but FG2 D.W. still retains 2 - #8 requirement 3 Grade Beams shown in plans require Please advise and create S/S 1/19/05 Modified GB's be splayed open on top to form a changes and issue same to all plans monolighic pour when slab on grade is parties. received. placed. The field gradebeams are Resolved square. 6/7/05 4 Gradebeams in plans are shown at 26" Please advise and create S/S 1/1 9/05 Item resolved in width and the original reinforcing changes and issue same to all per fax dated bands/ stirrups are 21" in parties. 8/30/05 from circumference thus preventing the D.W. normal 3" of cover to all reinforced concrete permanently exposed to soils. 5 Pilecaps listed as FG-3, 4, 5 and 6 - Please advise and issue S/S 1/19/05 Modified are shown in plans poured changes. plans monolithically into slab. Pilecaps in received. field and square and formed to be Resolved poured separatelv from slab. 6/7/05 6 Several piles are not centered in the Please advise and issue S/S 1/19/05 Item resolved gradebeams - approx. 3"-6" off center. changes. per fax dated 8/30/05 from D.W. 7 (2) pilecap types FG-4 and FG-4A are Please advise and issued S/S 1/28/05 FG-4A's I shown on steel drawings but not on I changes. removed in I structural. They are different sizes but updated plan. not shown on plans and the reinforcing Resolved is the same amount & sizes. This will 6/7/05 not work. 8 Received stamped set of structural I Please verify. I 2/9/05 FG-4A's plans with several changes removed in incorporated (2) items not addressed I updated plan. were (1) there are 2 sizes of pilecaps I I Resolved on steel plan take-ofts with regards to 6/7/05 2 pile caps FG-4 and FG-4A. There is no FG-4A on structural drawings; only FG-4. 9 The FG-1 and FG-3 pilecaps on new Please advise and issue S/S 2/9/05 Item resolved I plans are shown poured monoiithicaliy changes. I per fax dated with slab. The field form work does 8/30/05 from not reflect that. D.W. TLC - ENGINEERING FOR ARCHITECTURE 874 Dixon Boulevard. Cocoa, FL 32922-5809 Phone 321.636.0274 www.tlc-engineers.com Fax 321.639.8986 Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 2 of 5 ~~~i> ,... A"'firinRl:J,l' g., ..DaJ~ :9~t~i .... .. i )X i) ".,,' i " ) /i 10 DELETED 5/25/05 DELETED 11 DELETED A reinspection is required prior 2/24/05 DELETED to concrete placement. 6/7/05 12 There is also a question with regards The Engineer of Record needs 2/24/05 Item resolved to numerous electrical conduits in slab to approve the configuration of per fax dated displacing concrete which is to be conduit to be acceptable. 8/30/05 from placed. D.W. 13 Slab on grade - Column Lines 1 to The 900 hooks were added to all 3/2/05 3/2/05 8.25 from K to T. Reinforcement was reinforcing ends at perimeter inspected for bar size, number and beams. spacing of bars placement and clearance. 14 Contractor Supt. Received verbal change Supt. Stated "E.O.R. determined 3/2/05 Item resolved with regards to grade beam FG-3 at Mll.5. that this grade beam was not per fax dated needed." 8/30/05 from D.W. 15 The electrical room slab has to be Universal did receive a faxed 3/2/05 3/2/05 changed. copy of change order from EO.A. 16 On plans S-5, the thickened edges at Need response from EO.A. 2/28/05 Observed by slab perimeter show the #5 bars in slab UES. mat having hooks 900 turned into FG- Resolved I/FG-3 beams. The mat in place has no 6/7/05 hook bars. 17 Plans show an FG-3 grade beam at Need response from EO.A. 2/28/05 Item resolved approx. col. Line Ml1.5. This beam should per fax dated have tied into the FG-2 at col. Line 2. Due 8/30/05 from to the fact that the FG-2 was poured prior D.W. to this inspection, the bottom #8 bars in the FG-3 have been cut off and the top (3) are laying atop the poured FG-2. 18 Dl::.Ll::.Il::.u 2/23/05 DELETED 5/25/05 19 DELETED 2/23/05 DELETED 5/25/05 I 20 DELETED 3/10/05 DELETED 5/25/05 21 Concrete reinforcement overhead Two (2) discrepancies were 3/18/05 Confirmed by beams at Lobby area, Column Lines noted, pointed out to UES. 18.7 and 20/H to K. Inspected was bar superintendent and Resolved size, number of bars, spacing of ties immediately repaired correctly. 6/7/05 and clearance. Two (2) discrepancies were noted, pointed out to The structural specifications call superintendent and immediately I repaired correctly. for a cleanout at each reinforced cell. At the shear walls for the I CMU Walls & reinforcing Column Lines west stair well, the cleanouts are 1,2 and 3/A to K - All reinforcing was spaced at 16" instead of 8" as this inspected for bar size, bar cap, spacing of grouted cells and placement. is a shear wall with reinforcing at 8"0.c. I I I I I I I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 3 of 5 22 DELETED 3/21/05 DELETED 5/25/05 23 DELETED 3/23/05 DELETED 5/25/05 24 DELETED 3/31/05 DELETED 5/25/05 25 CMU Wall Reinforcement - 04200- The reinforcing was inspected 4/13/05 Confirmed by 1 sl Floor. Column Lines 13 to 17 / P, for bar size, lap, splice, length UES. N, M & Land shearwalls @ NE and cover. (1) discrepancy Resolved stairwell walls. Reinforcing was noted: The left (south) end of 6/7/05 inspected for barsize spacing of bars, beam does not have enough lap/splices and cleanouts. One bearing. It should run into discrepancy noted - but is acceptable. adjacent blockwall. A Approx. 6 pieces of vertical reinforcing reinspection is required prior were larger than necessary #8 vs #6. to concrete placement. Concrete reinforcement- 03200. (4) C-7 Columns 1s1 floor at entry Col. Line 21/F, G, L & M. (1) 8 x 16 beam at elevator header. 26 Concrete reinforcement - 03200 - Several rebar coming out of 04/20/05 Correction Overhead beam at lobby elevator. slab at 13/K.8 to M are not observed by Discrepancy noted on previous within walls (8) bars need to UES. inspection was correctly repaired. be added by drilling to Resolved CMU Masonry 4200 - 1 sl floor column epoxying into slab a minimum 6/7/05 line 13/K.8 to T, 9/K.8 to T, and of 3". A reinspection is elevator shear walls at 12.7/M.5 required at this area prior to lacement of - rout. 27 CMU Reinforcing Inspections. 15 floor No discrepancies found. 6/2/05 Correction column line 6 thru 9/ L to T. All observed by reinforcing was inspected for bar size, All areas which had UES. cap and placement. discrepancies on previous Resolved inspections with regards to 6/7/05 reinforcing out of cells were correctly repaired by epoxying new bars 'vvithin the eMU cells. I I 28 Numerous Connections were changed Requirements in writing 6/2/05 Item re<>"I\lod I . .. . ~~. ~ I to accommodate size differences and required from EOR. per fax dated adaptations of welds and clips in lieu 8/30/05 from of bolted were discussed. All DW. calculation of shear and moment were complete by Mr. Droar and requirements will be made in writing. Several stiffeners and angle bracing (kickers) will need to be installed. All I I items on list from Mr. Drear will be ins ected b Universal at a later date. 29 Structural Steel 05200: Anchor bolts To be reinspected on 6/29/05 6/23/05 Item resolved not tightened on 12" x 12" plate. Line when bolt torque testing is per fax dated Item #4. being done. 8/30/05 from D.W. I I I I , I L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 4 of 5 Hollow Core Slab, 3f Floor, Edge Issue Beam/Bearing Panel Points: Prevo resolved. discussed that the plan details on 5-6 Received RFI show A #4 hooked bar at 40" o.c. at all #123 bearing locations yet the field work response only reflect this at bearing points on accepting as- exterior walls. Reinforcing was found built in every panel/40" O.C. but hooks are conditions only at exterior points. R.W. Pauls per fax Supt. Harry Schaffer should have received submitted RFI. 1/24/06. 30 At north stairwell, (2) embeds are Should be repaired to facilitate 8/5/05 Issue missing or misaligned preventing the welding of beams and then resolved per welding, Col. Line 4.9. On Col. Line joists in these areas. fax dated 4.95, the galvanized plates atop the 4 11/23/06 pier columns are at varying elevations from D.W. and are supported by wood wedges instead of non-shrink rout. 31 Structural Steel 05200: Several Contractor notified. 8/3/05 Issue connections did not meet required resolved per torque for %" high strength bolt (A325), fax dated 355 ft/lbs. General wedge anchors at 11/23/06 added beam clips were not tightened. from D.W. Several bolts were found not long enough to provide proper clearance from nuts - 3 threads. 32 On-going construction and areas Inspections will be performed 11/21/05 Issue I which need to be inspected include on Wednesday, November 23, resolved per EIFS system screw pattern, roof truss 2005. fax dated attachment and stairwell structural 11/29/06 steel welds and anchor bolted from D.W. connection. 33 1. Parapet roof truss attachment and To be reinspected when 11/29/05 Item #1 framing are missing several bolted complete. resolved per I connections between the pipe column I fax dated and framing. I I 12/9/05. I 2. Several anchor bolts in structural I Previous steel were found to be loose or I di~~i~~~~I~!?S I I missing at 151 floor elevator and at UTI parapeI entry canopy. bolts were repaired correctly. Item #2 resolved per I I I fax dated I I I I I 1/24/06. I Visual inspection of anchor bolts @ elevator found them , to be I I I I , tightened. L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc Table of Non-Conformance Items Project: Country Inn and Suites TLC Project No. 505022 Page 5 of 5 34 Metal Framing: Porta-Cochere Roof - Signed and sealed plans to be 1/3/06 Issue Dimensions and spacing is different picked up at a later date to resolved per from plan. confirm as-built conditions. fax received 1/24/06, Universal received stamped drawing for the porta- cochere framing which matches the as-built conditions. L:\2005-Jobs\505022-Country Inn and Suites\Threshold\TableNonConform.doc m.~~;~~~~~~~Sci"C~' Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: January 26, 2006 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 0931HRESH. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, Inc. Certj,fic~te oJ Aut~1ioy1)C. 549 . ///.~~ leA!- ~ . Y7T /' - . . '/ IS ~ Ri"h"'rd i:: I-Io..,,,pn D C V . f)tfj;; I "-IV IU 1-. I I CI~ III, I .~. (/ / <:.-J .... ,--- 51 A TE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 P.O, Box 326, Cape Canaveral, FL 32920 : R'vV Paul Construction, inc; 581 E Horatio Ave; Maitland, FL 32751 1: vVeber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\CON<i I RUCTION SERVICES DEPARTMENTlReport Transmittal Sheets\34034.001.01.doc m ~~~~~~~~~~,,&;'"'~. UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 093thresh-0106 820 Brevard Avenue' Rockledge, Florida 32955 Date: 01-16-06 (321) 638-0808 Fax (321)638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 01-03-06 Technician: Dwight Webster Threshold As requested, a Universal Engineering Sciences Technician was present at the above referenced location for the purpose of masonry wall reinforcing: 04200 dumpster enclosure: No discrepancies noted. Metal framing: Porta-Cochere roof: The framing consisted of 16 guage meta! studs scre\^Jed together at all connections. Dimensions and spacing is different from plan signed and sealed plans will be picked up at a later date to confirm as-built conditions. Dumpster enclosure: Received approval drawing for foundation / slab reinforcing was inspected for bar size, spacing of bars and clearance. No discrepancies noted. i mg~~~~~~~~~"SCi'~'" Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: January 6, 2006 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: A7572. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sciences, inc. Certificate of Authorization No. 549 , ~-, 4// ~ /7 / ~ /~ " /. /1. . .. --1/ I . ~~.J,I..o=--; - Rithard E. Hoaalin. P.E. 7n~ 5T A TE OF FLORIDA / / V Registered Professional Engineer No. 48796 Distribution: Client: 2 Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW P::lul 581 E Horatio Ave; ~v1aitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:\C:ONSTRUCT!ON SERV!CES DEPARTMENT\Report Tr3nsmltt3! Shccts\34034-001-01.doc mg~~~~~~~~.&.~,. Project No.: 34034-001-01 Report No.: A7572-0809 Sample No.: A7572 Date 1st Issue: 08-22-05 Construction Materials Testing. Threshold Inspection Date 2nd Issue: 12-20-05 820 Brevard Avenue. Rockledge, Florida 32955 Date 3rd Issue: (321) 638-0808 Fax (321)638-0978 Final Issue: COMPRESSIVE STRENGTH OF 6" X 12" CONCRETE CYLINDER TEST SPECIMENS Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites - 9009 Astronaut Blvd. - Cape Canaveral, Brevard County, Florida DESIGN Specified Strength 4000 psi @28 days Ticket: 4000 psi @ 28 days DATA Mix Design No. -- Date Sampled: 08-09-05 Time Sampled: - Sampled By: Joe Beasley Slump: -- FIELD Truck No.: -- Air Content (by volume): -- & Ticket No.: -- Concrete Temperature: -- LAB Time Batched: -- No. of Cylinders Cast: -- DATA Quantity of Load: -- Ambient Temperature: -- 0 I Water Added At Site: -- Weather Condition: -- Contractor: -- Admixture: -- I II Supplier: -- Roof edge beam - south side Location of Placement: Test II Avg. Max. Compressive 'I Age Type of Dimen. X-Sect. "'ompr~--;"~ Strength Average I Date Tested Days Fracture (in.) Area (in.) \O~d fib;.," i osii (psi) 08-16-05 7 2 5.988 28.16 157250 5580 5580 TEST 09-06-05 28 1 5.990 28.17 211300 7500 7740 RESULTS 09-06-05 28 1 5.996 28.23 208340 7380 H REMARKS This Form Conforms With ASTM C 39 . l\A QJ ~ r--:::::'I rT1I tJ II \/ ~/ 'If ;;\ 115 Cone, 2 = Cone & Split, 3 = Cone & Shear, 4 = Shear, 5 = Columnar \ m ~'~~~~~~~~~"SC."C'" Construction Materials Testing. Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Project No.: 34034-001-01 Date Typed: April 6, 2006 Field and Laboratory Report Transmittal Sheet Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida As requested, a representative of Universal Engineering Sciences, Inc. (UES) was at the referenced project to provide construction materials testing services. The results of the observations and/or tests are summarized on the attached sheets. The reports are numbered as follows: 096DR, 0960, 0950R, 0950, 094A. We hope this information is sufficient for your immediate needs. If you have any questions, please do not hesitate to contact the undersigned. Reviewed By: Universal Engineering Sdences, Inc. r"rtifj""'t,, ^f ^ utl'~~ \...../v1- L -:. va v v -':)- IVl ../ . _ ./ /7. 0~-,,~'lL_/~ (~..t1~ ~~ - 7"{- I D;Jharri C U^~^I;~ 0 C ~ / ~ '~t:" I U L. , IV08'"', I .L. S. ATE OF FLORIDA Registered Professional Engineer No. 48796 Distribution: Client: 2 Building Dept. P.O. Box 326, Cape Canaveral, FL 32920 1: RW Paul Construction, inc; 581 E Horatio Ave; Maitland, FL 32751 1: Weber Architects; 2280 Watertown Rd; Long Lake, MN 55356-9419 1: Tilden, Lobnitz & Cooper: 874 Dixon Blvd. Cocoa FL 32922 G:ICONSTRUCTION SERVICES DEPARTMENTIReporl Transmittal SheetsI34034-001-01.doc m ~'~~~~~~~~~"SCI'C"" UES Project No. 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 096DR-0315 820 Brevard Avenue. Rockledge, Florida 32955 Date Issued: 03-28-06 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.25 Travel Time (hrs): 0.50 Total Time (hrs): 1.75 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Countrj Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 03-15-06 Technician: Randy Craven As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the 6" base course in east parking lot. \Nhile on site, the technician observed the general condition of the areas to be tested and performed 4 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 98% of the maximum dry density per ASTivi D1557. The Contractor was notified of the test results and/or a copy was left for their records. The density tests are attached to this report. III ~'~~~~~~~~'~"S'i,""" UES Project No. 34034-001-01 UES Report No. 0960-0315 Date 03-28-06 Construction Materials Testing' Threshold Inspection 820 Brevard Avenue' Rockledge, Florida 32955 (321) 638-0808 Fax (321) 638-0978 Report of In-Place Densitv Tests Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Area Tested: 6" base course in east parking lot Type of Test: Field: ASTM D- 2922 Laboratory: ASTM D- 1557 Date of Test: 03-15-06 Technician: Randy Craven Requirements: 98% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. TEST LOCA TION TEST TEST PROCTOR FIELD DRY FIELD % RESULTS # OF ELEV. THICKNESS # DENSITY MOISTURE COMPACTION (3) TEST (1 ) (IN) (2) (PCF) OJ 10 1 100' south of north bound -east parkinq lot 0 6" 1 116.8 7.8 100 A ,.., 200' south of north end- east parkinq lot 0 6" 1 113.3 6.7 97 A L 3 200' north of south end-east parking lot 0 6" 1 110.9 6.4 95 A 4 100' north of south end- east parkinq lot 0 6" 1 114.3 6.0 98 A (1 ) Ref. Datum: 0= Top of base course (2) (3) Results Key Maximum I Optimum I A. Compaction meets minimum requirements Dry Moisture B. Compaction does not meet minimum requirements Proctor # Density Content C. Moisture does not meet requirements 1 117 12.5 D. Recompaction required mg~~~~~~~~~"SCi,"ce,. UES Project No. 34034-001-01 Construction Materials Testing. Threshold Inspection Report No: 095DR-0309 820 Brevard Avenue . Rockledge, Florida 32955 Date Issued: 03-23-06 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 0.50 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 1.50 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 03-09-06 Technician: Joe Beasley As requested, a Universal Engineering Sciences Technician was present at the above referenced project site for the purpose of earthwork testing for the compaction of base course for proposed parking- south perimeter and east perimeter of bldg. While on site, the technician observed the general condition of the areas to be tested and performed 5 soil density tests. All tests were performed in accordance with the nuclear gauge method and were found to meet the project compaction requirements of 98% of the maximum dry density per ASTM 01557. The Contractor was notified of the test results and/or a copy was left for their records. The density tests are attached to this report. III ~~~~~~~~~~"S"ffiC~' UES Project No. 34034-001-01 UES Report No. 0950-0309 Date 03-23-06 Construction Materials Testing. Threshold Inspection 820 Brevard Avenue. Rockledge, Florida 32955 (321) 638-0808 Fax (321)638-0978 Report of In-Place Densitv Tests Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Area Tested: Base course for proposed parking Type of Test: Field: ASTM D- 2922 Laboratory: ASTM D- 1557 Date of Test: 03-09-06 Technician: Joe Beasley Requirements: 98% of Proctor maximum dry density. These tests apply to the fill and/or surficial soil conditions only and do not address the condition of the underlying soils below the tested depths. II , I TEST LOCA TION TEST TEST PROCTOR FIELD DRY FIELD % RESULTS # OF ELEV. THICKNESS # DENSITY MOISTURE COMPACTION (3) TEST (1 ) (IN) (2) (PCF) % 1 60' southwest from southwest center bldq 0 8" 1 114.9 8.6 98 A 2 60' south from center of south side 0 8" 1 115.1 7.8 98 A I 3 60' southeast from southeast center bldq 0 8" 1 114.8 8.9 98 A 4 60' east of bldq 0 8" 1 116.4 8.4 99 A 5 60' northeast from northeast center bldq 0 8" 1 115.7 9.7 99 A (1 ) Ref. Datum: 0= Top of base course (2) (3} Results Key II , , I Maximum Optimum A. Compaction meets minimum requirements Dry Moisture B. Compaction does not meet minimum requirements Proctor # Densitv Content C. Moisture does not meet requirements 1 117 12.5 D. Recompaction required m~~~~~~~~~~"S"ffiC~' UES Project No.: 34034-001-01 Construction Materials Testing' Threshold Inspection Report No: 094A-0124 820 Brevard Avenue' Rockledge, Florida 32955 Date: 02-09-06 (321) 638-0808 Fax (321) 638-0978 On-Site Time (hrs): 1.00 Lab Time (hrs): 0.00 Travel Time (hrs): 1.00 Total Time (hrs): 2.00 ACTIVITY RECORD Client: Mr. Kent Oliver Portview Country Inn & Suites, L.L.C. 215 N. Central Avenue Duluth, MN 55807 Project: Country Inn & Suites 9009 Astronaut Blvd. Cape Canaveral, Brevard County, Florida Date of Activity: 01-24-06 Technician: Dwight Webster Threshold Met with supt. Larry Schafer on site to address the threshold discrepancy log. At this time Universal Engineering Sciences received stamped drawings for the Porta-Cochere framing which matches the as-built conditions. This resolves item # 34. Also received a response to item # 29 (RF1 #123). Accepting as built condition wi regard to hook bars. This resolves # 29 from list. Visually inspected anchor bolts at elevator and found them tightened. This satisfies the structural steel discrepancies. # 33 (2)