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Home My WebLink Aboutcont'd hotel permit/sewer/c.o. & corresponding documents MAR 17 2005 09:27 FR PSI ORLANDO CONSTR SV 4073045561 TO 4074750801 P.02/04 L .":llrriformation ~.~ ~..". .To Build On ElJf1Ineet'lltg .. Consultlnrl . 1MfIng . March 16, 2005 Mr. Todd Morley City of Cape Canaveral Building Department 105 Polk Avenue Cape Canaveral, Florida 32920 RE: Special Inspection Services Residence Inn Cape Canaveral, Florida Professional Service Industries, Inc. (PSI) has been retained by the project's owner to . providethreSbold.1nspection~ce$~PSllsable.ta=aeriormsDecialinsvection ...... ... servIces In accordance with on a Statute 553 on structural components for this project. PSI proposes to provide the services of J. Rod Fruland (Special Inspector No. 85) as threshold inspector for the project and Matt Odorn (ICC certified building inspector) as a threshold inspector's representative. Photocopies of Mr. Fruiand's Iiscense and recent renewal status are attached. We look forward to serving the City of Cape Canaveral on this project. Should you have any questions or require additional information please do not hesitate to contact this office, Sincerely, Professional Service Industries, Inc. <<~) --... -f'A Rod Fruland, P. E. R. Lance Reaves Special Inspector Department Manager Professional Service Industries, Inc.' 174a 33rd Street. Orlando. FL 32839. Phone 407/304-5560' Fax 4,07/304-6581 FL Engineering Business 3684 MAR 17 2005 09:27 FR PSI ORLANDO CONSTR SV 4073045561 TO 4074750801 P.03/04 ~ m l:~ C- !'> =i ::0 "",. ~~ ~ :. 0 ~ ~ ~ ~ 'f riI ~ om ~ Vn :::;~ ~ ., '-J N ~ ~ ' ~ g ~ f=i +-t- th ~. '- 0' ~ ~ 0 g ~ g.. .:...~ H- U) ~"'1~"-- ,,~.,. ~ "0 . ,::u. .;. :~;'?~ " ! ~ O. ',,' , .~. ... ~. <.........~......t"i-.. :.?J........,. _.'-'c',. ....'. :.H..,........... ,,', ~, ,~~~~::: .,1.~.. -, .. t - - " " -;:-~~" ~ ^~- - ^,,~ ...............___^_"'nn__n___; 4.. , .,' , ~'... _' t :D : ~I~.;,:'-N'i,~.~: ...i m ...._' .~""..,. 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';. ~' ::. ~If Public Services Search for a ~icensee Apply for a License Acco unt Summary View Application Status Primary Address Apply to Retake Exam Street: 2359 SUMMERFIELD RD Phone: (407) 644-7665 Find Exam Information E-mail: * File a Complaint City; WINTER PARK AB&T Delinquent Invoice djtf440@aol.com & Activity List Search State: FLORIDA ~ Find a Free Email Provider T.: User Services ._~. . R' Zip: lS2I ~L~t1.~~J;!g~$.LO_Y.o.Lead ) Renew a License Change License Status .. Pay Fln~~ Maintain Account Profile Merge Change My Address If you hold multiple OBPR licenses, click here to request to merge your View Messages The licenses and applications that appear below are currently supporte( Change My PIN services system. Y~~W~ol"'ltil"'luingEd L.Jcense Summary . ... 0.". .... ,f. . .:.. .... .,. .,." To work with a specific license or view your contInuing education requi ...... .: ': ... . :.. : .>0. .:....; license, click on Maintain/Renew This License below. [~] Term Glossary License ;#: 27667 Maintain/R ~ Online Help Status: Current, Active Expires: 02/28/2007 Profession: PrOfessional Engineer Rank; PE . Modifiers: Special Inspector (09/18/1985) Building Code Core Course Credit (02/04/2004) *For DSPR use onlYi not available to the public. ~ ITem):;] ()f Use I I Privacy Statement I https://www.mytloridalicense.comJlicensesummary.aSp?SID={88901537 -7A 18-4E... 3/7/2005 ** TOTAL PAGE.04 ** March 16, 2005 Mr Todd Morley City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FI 32920 USA Phone: (321) 868-1222 Fax: (321) 868-1247 Project [0805011] Residence Inn Cape Canaveral Subject Dear Mr Morley: Upon review of the Plan Review Correction Sheet for the Residence Inn project, we have summarized the items referenced and have attached several responses from the Design Team. Item Description Status 1 Current Private Provider.... Updated certificate provided. 2 Copy of Private Provider license.. Copy of license provided. 3 Authorization from Plumbing Authorization form submitted. Contractor... . 5 Authorization from electrical Authorization form submitted. contractor. .. 6 Threshold Inspectors Methodology Revised plan re-submitted. plan revised... 7 Current copy of Threshold Attachment No 1 Inspector's Special Inspectors License. 8 Fire Sprinklers permit application... Revised application faxed, original to be delivered via overnite courier. 9 Fire Alarm permit application.. Application submitted 10 Roadway Concurrency... DOT permit issued and forwarded to Public Works and their consultant for review and issue of Concurrency letter. 11 Copy of DOT permit Copy of DOT letter of intent to issue permit provided. 12 Structural computations A set of calculations has been sent to you direct via overnite courier. 13 Energy Forms Attachment No 2 14 Clarification on structural Refer to attached letter item No 3. designation and window clarification In addition we have addressed the items Tim Reaves noted in his review, they are as follows: Item Description Status 1 Metal Stair to attic... Refer to attached letter item No 2 2 Size of attic hatch Refer to attached letter item No 1 3 Balcony rail height and spacing of rail. Refer to attached letter item No 6 4 Drain for Pump Room Refer to attached letter item No 4 5 Linen Chute metal gauge Refer to attached letter item No 5 6 Linen chute discharge room rating Refer to attached letter item No 7 7 Kitchen hood.. Shop drawings to be forwarded prior to inspection Upon review of the attached items should you have any questions that would preclude you from issuing the permit then please give me a call. Your assistance in review and processing of our application has been greatly appreciated. ~~ ~elHni Operations Manager (.u.-.-t:~pufldt::n(,;t:: UUUO:J No. WElBRO Building Corporation 2301 Maitiand Center Parkway, Suite 250 Maitiand, FL 32751 Phone: (407) 475-0800 Fax: (407) 475-0801 FROM :CITY 0F C8PE C8N8~ER8L F8X NO. :321 868 1247 Mar. 15 2005 05:09PM P2 City of Cape Canaveral PLAN REVIEW CORRECTION SHEET . ..' .. : '_'.~ .'.:.. .o\-.-'~~ Date of Review; . ~J5: 2005 Applicant Name: :;;:w~iboi lTow. Poley. ...:......: ",' :. - . Project Name: . C~~qtt5'O)t~m Hotel . . ., '. .. .' Phone Number: ;Y"407f~7 5~80Q : . . . ... ." .-.' ,. Fax: (401)'4,1.~J.Q~of.:.::<:::. u.; .... >.:... . Project Address; : .895(iA:..~6ri~:tJlvd. ".,' '.. N . ,',. .,' ., The following items were IWted on you. submitt31ns areas requiring C<m'eCtioo and/or clarification. Please addro;s each comment by its corresponding number. You may f,ax replies to (321) 868-1247. If you have any que:>tiQ\l.~ .' ';~.' about this plan review please ~l (321) 868-1222 and ask to speak with the plans examL."'ler, )~:::,:~,-"_:,.,,.~ :+>\i;~;;~P\fhe plans and specifications $Ubmitted have been reviewed by a Private Provider Firm in ac9<)rdance with A~ff;'~i~.s. 553.791 an<l,Qfficial notice has betzn received. This [~eYl is an "ordinance" review which "i;:~.;;(cencompasses local laws and Tequir~ments of policy. All technical it~ms have been approved ~ "zL. Private Provider. ,- ., ",'-'-~' ."~WPlease provide: ::i:', 1. Current Private Provider Plan Review Affidavit bearing architect's or engineer's signature, seal and date. 2. Copy of Current Private Provider's license as issued by the State of Florida. 3. Authorization from plumbing contractor authorizing Tom Poley to sign for and accept permits for this project. 4. Authorization from mechanical contractor authorizing Tom Poley to sign for and accept permits for this project. 5. Authorization from electrical contractor authorizing Tom Poley to sign for and accept permits for this project. 6. Threshold Inspector's Methodology Plan which removes the usage of the word "'should" and replaces with the word '.shall", 7. Current copy of the Threshold Inspector's Special Inspector License. 8. Fire Sprinkler permit applicatio~ including contractor license and insurance information. 9. Fire Alarm permit applicatio~ including contractor license and insurance information. 10. Complete Roadways Concurrency. 1 L Copy ofF,D.O.T. permit. 12, Structural computations. 13. Energy Forms. 14. Clarification regarding structural designation as partiaUy or fully enclosed. 15. Clarification regarding opening protection for all glazed areas_ Spec book calls for MID P A 201, 202, 203 designation for windows. No such specification is indicated for storefront glazing. If 105 Polk Avenue · POSt Office Box 326 · Cape Canaveral, FL 32920~0326 Telephone: (321) 868-1222 . SUNCOM: 982-1222 · FAX: (321) 868-1247 www.myflorida.com/cape · ema.il: CClpecanaveral@d1.rr.com FROM :CITY 0F C8PE C8N8VER8L F8X NO. :321 868 1247 Mar. 15 2005 05:09PM P3 tempered glazing has been tested and meets the requirements of ASTM E 1996, please provide information. Informational Notes: Threshold Inspector~s reports shan be provided to the Building Official as detailed in the Florida Statutes on an as-inspected basis. A facsimile is acceptable, provided that the hard copy is mailed soon thereafter. PriOl" to C.O., an affidavit will be required from the Special Inspector, Engineer~s of Record and the Site ,i "Engineer. . '," The City of Cape Canaveral Fire Department is required to sign-off the Building Plans prior to permit issuance. It is our understanding that there are issues remaining. Please coordinate all responses through the Building Dept. We were unable to locate the structural engineer's attest statement regarding compl iance with FBC 1606 .ASCE 7-98. Please clarify. drawings shall be provided to the building department one week (min.) prior to the inspection. Plan Review Fee To: Todd Morley, Building Official From: Tim Reaves, Fire Inspector Re: Residence Inn Construction Plan Review Date: March 16, 2005 .-,". ".<i-.':;.s-.-.-... ,'"." ""-',"'-'::'0' .:"",,,-"...;""."..,.",,,. ~ ','~ y;;~~:?;.;;:: ,,:.:;::~:~~:':- -\~;:,':'';::':: :::~- -" ,'" ,." -- -. -'.'~' -. ,_. ,. ,.,.,,"- ,-':"."".'. ,,__',", 0 '........'. _ - -.. v."_ ~ ~_ "' I have revieW~d{6e plan,s aOd h~ve.~C1difj6n~l\i(mi:ri,~'~tS/Th~Fire Department has no obJectionto the iS~,ua,flc:y otth~;,p~frnit; ~2,,*,~ver fii'ese'coml1lents must be addressed prior to the firsfinspecfion:,":"~':~u;;,~?,;" " . '-'.'; " ,-,.-,::i, - ',' - -', .',' ',' ;:', < ."'<<.\':', ig~;::>:,_:_ '".--' '.' 1. Metal stairs toattic?ccess hatch 1ll1.Jst bea "ShIp's Ladder". Provide shop drawings befoni fabrication.' ,. "j .>>' . 2. Provide 22:; x 48" attic aocess hatch. .;.... ,'. " 3. Sheet A803 section 3 plans show 48" balconyrailfng 9nd section 4 shows a 42"balcony railing, please clarify., ,. .'cC,' ..d..., ,=' ' 4. rl o~;de I C1ailll:] ~fJt::\;~. Rdilill!:J:::i 11 IU:::il c..;omply with F!:3(' LUU I wnn LUUj revisions 1015.3 Openings. SheetA8'03 Sec. 4 shows 3 :/z opening between bottomrail andqeck.:: .......... '. " 5. Provid~ floor drains for the fim pump.to9m n()te #8. on fire Pllmp room checkliSt. ....,f<;" ,>< ,'. 6. Linen chute must corTlPly with NFPA 82. The specification section 14560 2.02 A. Chute sections: 18gauge alurninizedsteeL NFPA 82 5.2.2.7.3 The steel shall notbe Iightedhan16U.S.gauge. . 7. Linen Chute Discharge Rooms must comply with NFPA 82 5.2.7. Sheet A205 Sec. 3 and Sec. 4. 8. The kitchen hood system will require separate plans, engineering, and permit. Please provide as soon as possible. Plan Review Fee - 124,866 sJ. x .025 per sJ. = $3,121.65 .... _'-~'_-"",,""",'-' .",.- / .1 /J ~~l ~'L-- J .i J '~ ~' , 'f." ~L { ; ~ t '\ 5rarion #1 190 JACKSON AVENUE. CAPE CANAVERAL, FLORIDA 32920 . (321) 783-4777 . FAX: (321) 783-5398 5rarion #2 8970 COLUMBIA ROAD e CAPE CANAVERAL, FLOEIDA 32920 (It (321) 783-4424 . FAX: (321) 783-4887 MAR 17 2005 09:27 FR PSI ORLANDO CONSTR SV 4073045561 TO 4074750801 P.02/04 l.~='!llriformation ., .~ M.WitiI1. ..To Build On ElIf1In$etfng . Consulting. 7Mtlng . March 16, 2005 Mr. Todd Morley City of Cape Canaveral Building Department 105 Polk Avenue Cape Canaveral, Florida 32920 RE: Special Inspection Services Residence Inn Cape Canaveral, Florida Professional Service Industries, Inc. (PSI) has been retained by the project's owner to pro.vide.......thresholdins ecti~iGeS..............PSlisaBteto ()J'f"ft4 .. . J services In aecor ance WI h Florida Statute 553 on structural components forthis project. PSI proposes to provide the services of J. Rod Fruland (Special Inspector No. 85) as threshold inspector for the project and Matt Odom (lCC certified building inspector) as a threshold inspector's representative. Photocopies of Mr. Fruiand's Iiscense and recent renewal status are attached. We look forward to serving the City of Cape Canaveral on this project. Should you have any questions or require additional information please do not hesitate to contact this office, Sincerely, Professional Service Industries, Inc. d~) ~ .{<A Rod Fruland, P. E. R. Lance Reaves Special Inspector Department Manager Professional Service Industries, Inc.' 1746 33rd Street- Orlando. FL 32839. Phone 407/304-5560' Fax 4,07/304-5581 FL Engineering Business 3684 MAR 17 2005 09:27 FR PSI ORLANDO CONSTR SV 4073045561 TO 4074750801 P.03/04 . m l:~ r-I_ ~ =i :;IJ t.:. ~ ~ t- :. 0 ~ ~ ~ ~ 'f riI ~ oW ~ 'Vn ~~ ~ -, ......:J N ~ t)' , ~g ~ e; H- Ch ~. c... tV ~ ~g. ~ 9 ~ ::S" .:..-.~ ~ en ~.. I~..- '. ~ ~ "tl ~.::u .; '-;::-'~ ' !:; -<<-!#O '.' L ':;: "i ,,: . i.. i ~:.:~~1I~; '::1-'~<-; . ............................ .~ . .~"..i, . ",".~ ,m ...... t ~ti"~. ~,.;,;:;: ..... ~i m .,.. .' ~l..-;.. ,- . I " -.:: ..' ;!, .'.~ ~.)~:,:-., ~ -~~~ <:H-;--'-~ID. -';' ~ ~ -:~.' ~~=-~, . -~,"'-.-' ~1 m ~-,.. ::5.; -. ",,\ :: . -< . . I>> ' ...y- -. \ ~ ~.,::(!:~ "1~ ~ :.. :$(J) "'0 ~ po '1 ~ - . ~. '"0 z!11 ~ m. +-1 o >t. .~ .. .. ~ ~ ~ 0.' -.. ! ~ ~ ~ ~ ~ ~. o~ ~ 0..... Q) en \of, c.n~ ~ ~ ? MRR 17 2005 09:27 FR PSI ORLRNDO CONSTR SV 4073045561 TO 4074750801 P.04/04 - ~ ~;litiU';~~~;~,:," g~~ ~,' '.. . '. ... ',bI _ . ,., J " '. - " ~,',. "..',' . _.. ," ~.:::::." ' " """ "~] Log Off DBPR Home I Online Services Home I Help f Site M ~~l~~~~Pf,l1i~~r"tl~~::~"""T'~ Logged in as FRUL " .:::.~ .;r,!,;':~:::l;:":~'::"~'::~'5;.~,:::,:'~ ;": ~'::'7,:.':. ~' ::. ~: Public Services Search for a ~icensee Apply for a License Acco unt Summary View Application Status Primary Address Apply to Retake Exam Street; 2359 SUMMERFIELD RD Phone: (407) 644-7665 Find Exam Information E-mail: * File a Complaint City; WINTER PARK AB&T Delinquent InvOice djrf440@aol.com & Activity List Search State; FLORIDA ~ Find a Free Email Provider ;~~ User Services Renew a License Zip: IS2l ~L~M.e.~~.9~$_..lQ...YJJ.readJ. Change License Status .. Pay Fln~ Maintain Account Profile Merge Change My Address If you hold multiple OBPR licenses, click here to request to merge your View Messages The licenses and applications that appear below are currently supportec Change My PIN services ~.'.";::::"':";:.:'"'' .. ....,..':..': To work with a specific license or view your continuing education requi '.' '. ,,', license, click on Maintain/Renew This License below. [~] Term Glossary License #: 27667 MaintainiR ~ Online Help Status: Current, Active Expires: 02/28/2007 ProfeSSion: Professional Engineer Rank: PE . Modifiers: Special Xnspedor (09/18/198S) Building Code Core Course Credit (02/04/2004) *For DBPR use onlYi not available to the public. .... I Tel'rn$ of Use I I Privacy Statement I https://www.myfloridaHcense.comllicensesummary.asp?SID={88901537 -7A 18-4E... 317/2005 ** TOTRL PRGE.04 ** JOB NUMBER: 04152 DATE: MARCH 16,2005 0 (f) ---1 W W ~ LL 0 TRANSMITT AL 5 n '--" 0 (f) ---1 (f) CL <( SENT By: D OUR MESSENGER - ACE R.L. PLOWFIELD & D Y OUR MESSENGER ASSOCIATES, INC. D BLUEPRINTER 1 060 Willa Springs Drive D FIRST CLASS MAIL Winter Springs, FL 32708 D SPECIAL DELIVERY FL Eng. Business #6295 0 DHL EXPRESS Phone: (407) 657 -6657 D FEDERAL EXPRESS Fax: (407) 657-8480 D HAND DELIVERED plowfieldandassociates. com COMPANY: CITY OF CAPE CANAVERAL BUILDING DEPT. 105 PARK AVE. CAPE CANAVERAL, FL 32920 ATTENTION: MR. TODD MORLEY PHONE: (407) 622-6882 TRANSMITTED: D PRINTS D SHOP DRAWINGS o CALCULATIONS D TRACINGS D SPECIF1CATIONS D OTHER COPIES SHEET No. DESCRIPTION 1 Set Structural Calculations - Signed & Sealed TRANSMITTED: o FOR YOUR USE o REVIEWED AS NOTED o PER YOUR REQUEST D APPROVED AND RETURN COPIES - REMARKS: ....- r"" ..r By: , ^'" RO~ERT C. SCROGG 'le t:"{- } Proj ect Engineer I CC: Ron Brown (PDG) * Transmittal Only via Fax @ 407-622-6883 File I powell design group, inc.. architecture 0 planning 0 in te ria rs November 15, 2005 Re: Residence Inn Cape Canaveral Florida UL design U419. 303 East Par Street To whom it may concern: Orlando, Florida 32804 As Architect of Record, I take no exception to the use of Underwriters fire resistance number U419 as an means of Inn Cape Canaveral project. Voice 407 " 622 " 6882 A copy of the design is attached for reference. Fax 407 " 622 .. 6883 " powell desig ngroup,com Powell Design Group, Inc. George L. Powell. AlA, NCARS AA0003270" AROOO8878 ~ Underwriters laboratories IRe . <;h BXUV.U419 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Print-friendly version Questions? Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. U419 October 27, 2005 Nonbearing Wall Ratings -1,2,3 or 4 Hr (See Items 3 & 4) /........, ( 4 '! F'" NY b . I . .' t or ,'UHler at ,8, ven!) /\,...../,.,., ,...... .... "L::.::.::.::.::.::.::.::.:::.::::.:::.:::::.:::::.:'.::.:::.::"':.:':.:::.::::.:::::::.:... AXHf [I...d.l.d.l r~('l.l~nK~ /' / \:".. .,...,.... . See lLetn 4- /'. .... ,...,..., : L:"",,;=;;~;-~u'---2~::=::::-_~,c;c_L(.-==~ r==::::~~:~Z~~;:~==~:S~ I t.~._. N" _N ..__.,~ { l 1 l' '.. .....~:.:~::::::::-.::.:-=::~ :.: '.".. "- ..... .~ -.. ........ ...... ........ i ,..~ ,.... .-, 1:::-) ~~:'-i~2'~,i~~~7 /;~~~~c;c~11~::F~;~~~j~E(L_1 ~ ./ I' II"J "f' .W) A' t I' ~'l \ ...~ : : /./ t // \;. IJ J~.. tJ.J :'tl'~.o' ....... // . ./.... 1/...-.....< ............"". ......-.... .............,/' "'." ..""" . ....;) , "'-". /.' t ",. i ;~ . \..,..... '. ) : -1 : .... ... ,.... .... .. '.-.' ...,............. 1. Floor and Ceiling Runners - (Not shown) - Channel shaped, fabricated from mill 25 MSG corrosion-protected steel, min width to accommodate stud size, with min 1 in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 2. Steel Studs - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width as indicated under Item 4, mill 1-1/4 in. flanges and 1/4 in. return, spaced a max of24 in. OC. Studs to be cut 3/8 to 3/4 in. less than assembly height. 3. Batts and Blankets* - (Required as indicated under Item 4) - Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 3A. Batts and Blankets* - (Optional) - Placed in stud cavities, any glass fiber or mineral ~ wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4. Gypsum Board* - Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Wallboard Protection on Each Side of Wall No. of Layers Min Thkns Min Stud & Thkns of Insulation ~ ,. Depth of Panel (Item 3) ~ 1 layer, 5/8 in. thick ~ ,. 1 'r 1 l/2 1 layer, 1/2 in. thick 1-1/2 in. 1 1-5/8 1 layer, 3/4 in. thick Optional 2 1-5/8 2 layers, 1/2 in. thick Optional 2 1-5/8 21<nTprc 5/8 in. thick ,. 1 I ............ ........... ......................... ............................ ............ ............ ............ E. .......... 2 3-1/2 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 1/2 in. thick Optional 1-5/8 2 layers, 3/4 in. thick Optional 3 layers, 5/8 in. thick Optional 4 1-5/8 4 layers, 5/8 in. thick Optional 14 I 1-5/8 4 layers, 1/2 in. thick I Optional 4 I 2-1/2 2 layers, 3/4 in. thick 2 in. CANADIAN GYPSUM COMPANY - 1/2 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO - 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-Xl, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V - 1/2 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE ~ When Item 6B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to I Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 3) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 5. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 5. 4A. Gypsum Board* - (As an alternate to Item 4) - 5/8 in. thick, 2 ft. wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 5. Joint covering (Item 7) not required. CANADIAN GYPSUM COMPANY - Type SHX. UNITED STATES GYPSUM CO - Type SHX. USG MEXICO S A DE C V - Type SHX. 5. Fasteners - (Not shown) - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick...p.an.els....or...2.=.1/4...in.....long...for....3/.4.....in.....thick...panels,.....spaced....l..6....in.......O.C..with....screws.....offset...8....in, trom tIrst layer. l'hree-Iayer systems: FIrst layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. ac. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6. Furring Channels - (Optional, not shown, for single or double layer systems) - Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 4A. 6A. Steel Framing Members (Not Shown)* - (Optional on one or both sides, not shown, for single or double layer systems) - As an alternate to Item 6, furring channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 5. Not for use with Item 4A. b. Steel Framing Members* - Used to attach furring channels (Item 6Aa) to studs (Item 2). Clips spaced max. 48 in. OC., and secured to studs with No.8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. ~ PAC INTERNATIONAL INC - Type RSIC-l. 6B. Steel Framing Members (Optional, Not Shown)* - As an alternate to Item 6, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels - Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 4. Two layers of gypsum board attached to furring channels as described in Item 4. Not for use with Item 4A. b. Steel Framing Members* - Used to attach furring channels (Item 6Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No.8 x 2-1/2 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC - Type Isomax 7. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 8,..Siding,...Brick(}r...St~()..-{019tiooal;..net..shewn}=..Alnminum;..vinWmsteersidi~brick... veneer or stucco, meeting the requirements of local code agencies, installed over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 9. Caulking and Sealants* - (Optional, not shown) - A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO - Type AS *Bearing the UL Classification Mark Last Updated on 2005-10-27 Page Top Notice of Disclaimer Questions? UL Listed and Classified Products UL Recognized Products Certified for Components Canada This page and all contents are Copyright ~ 2005 by Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from ~ Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright ~ 2005 Underwriters Laboratories Inc.@" 11/09/20U5 WhV 15:bU tAl!.. ~~~ ~t~IVbNCb INN L0 VVJ.I VV'; No V. 9. 2005 3:33PM Powell Design Group 407-622-6883 No. 1222 P. 1 - I powell design group, inc. architecture IIiI planning ill interiors November 9, 2005 Jim Andrews Welbro Building Corp. 2301 Maitland Center Parkway Suite 250 Maitland, FL 32751 Residence Inn Port Canaveral 1>03 Ba~t 1",,, linr..., Dear Jim I As architect of record for the above reference project. this letter is to certify that QrJlIlnClCl, FllOricla 32flO4- I am in agreement with the use of the Specified Technologies Inc- NS307505D rated safing systems for exterior wall condition using SpecSeal AS200 .... ...gl~~t2m!!ri~.~Q@yf~r.~~~I~.~Qg~~ngi.t!QrJ~(;\t~~~d~r~~II~g~~I!1~t!!c;Jc.if;)f. .... "..... ..."1. ~n.', . . If you have any questions, please do not hesitate to contact me. 1'.." 40'1. &:!2 II IlIlIlIGI pOW6"~O.IQnQr"lolp."Qt'1'l . AAOO03:<70 '" AROOO867S 3~2 'j -1 996 9: 22PM FROf\1 P _2 I ~ "Rated Safi.ng System for Exterior I . . NS307505D I f', .... ' Wan Condition Using~ s.pecSeal@ . I Prepared BY:Chtistop-ne[J?~Marcp_____ STI AS200 ElastomencSpray I Date:1J3)~21Kt5~ { ! ~ -. .--- -. - I . I I ' ~ .( I 1. FLOORASSE~l Y (21i0UR) ~ Concrete floor height of th$ runner channel end sta~d to attain (min.'4-1i'2-n thid(). a 1hickness 2O-petcent greater than width of. runner channel.. Compression fit rnfrIemllNOOl into I 2. CURTAtNWAlLASSEM8LY-~exferiOr' plaoe. ~U aSsemOIy similar iri detaU to CW..$-1003 a- CW-$. . ' 1013: F~ andce~ing JUnl:'l6fS C;(1IIe.f .gap be~een B. SPECS~ ElASTOMERtC SPRAY-Min. edge oUloorand e.xt~ sheathing. ~ /ayer d.. ' 1/a..in. wet ff1.ickness (1/16-U1_ dry)' appffed to c::t::IV6( gypsum wallboatd not shown. Max width of gap is 2-il). : rn~ wool and steel runnet' channel with a %- . io.. overiap onto the concrete. the.steal stud, and. 3. sAAf;lG SYSTEM - The'sating.system consis1s of the exterior sheatt1in9- the foJlowing i~ems:' A. FORMING MA'tl:RfAL - MInetal wool batt . . insUlatiOn. nom 4 pcf. cUt lD a Width equal to the I *Rating of System Equal.to P~rfonnanCe ofExterior'W~1I1' '..' . .' NOT!; The products used in this design have been.te~ as follows: j '. . . '. _ AS'fMEXXX: Refer to System NO$.. CW-S-1003, CW..s~1()13.. I ,..._._.___..:.___..__._R~~t.t~lnn .- --..., -. . ASTM E11~ TtmefTemperature EXpOSure, Cotton waste Ignition I C~e Canaveral fl _ Interm~$..sC3le, MuItl-Sfui)' Test ~ (ISMA Structure) I. ..' .~ '. .-.-- . ,....-,-- . I ! ---~,,, ..~.-- ---,"-.~-~ . ...... .~I~_~n__I!.~S6()t$.an Engln-nng~~datiOl't ! :__:-._.... '~'_ We!bro'~~ns:.f.?lJ?~..___________ NOTICE; Tl<ls if1fCfID~QI1IS IntQry~~!....ot: e~l~to&l ~roooes cn!yt ~~d Is.bage~ I, .~.., .... _ ........ Cape C~~ra,I,J~~~________. -. upon ~"t~.;O\t & th\111 party t$$l:ff'l!;l ,;.ma, we uc< leve """ B-CClJ('8 l!l. I'''' We!" mlJ", ; . . dcl~lne the1;~mty -of !he pl'tlduct and the design to 111... awtiCllitlon. $loce the I ~eofth~productisbeyondour~oLSpedfiedTecMolCgle$Ipc.'sMly. . j' ----:---..----.-.. ... -. .... ...--.--..------- .... . -..-- --- ~bl1ity:ShalIbs-u,mfundorrep!ac.!omaterlafgfound1obedef~as~00r. ~-_._._... . .....---~ .---..-- .. ------ sta1\d8Rl wammlY. " . SpGcltled Teehnoiogi~,lne. ~. 200 Evans W3Y .. SofnetVm~, NJ ooa1-6 .. {eoo) 99;M1S0.. FAX (903) 2i1~15 Hov-15-2005 04:37pm FrOB-Specified TechnolOlies En,ineerin, Dept 11082318415 T-1l114 P.002/o02 HIT ~ Rated* Firestop For Mixing Valves in NS319502D Prepared BY:Chris.\opher DeM?fco - - Gypsum Wallboard Assemblies STI Using! SpecSeal@ SSP Putty Date:11L1~/05 .- -:tBY;: .. , . , . -, , .. , , . " . . " . . Section A-A 1. WaD Assembly (1 or 2 Hr) - Gypsum wallboard/steel stud wan (UL U400 Series Design). Opening dlam is max 6 in. 2. Valve ~ One miXing valve assembly comprised of metallic and nonme~1t components installed in accordance to the manufacturer's instructions. Annular space is min ~ In to max 2 in. 3. Putty - SpecSeakBl SSP Putty applied into annular space to full depth, flush with the surface of the waD assem bly. 4. Plate - Steel escutcheon plate installed in accordance to the manufacturer's Instructions. "Note: Rating of the firestop system is dependant on the performance of the valve under fife exposure with a maximum possible rating of 2 Hr. NOTE: The products used In this design have been tested as follows: f.W~qe, ~nn _ . ASTM E814JUL1479: Refer to UL SYSlem No.:W-L-1029 . . ASTM E119: llmelTempera1ure Exposure. Cottoo Waste Ignition Ca~ C=eJjaI, FL:. . . Annular Space Requirements - -. .. J: This Deslgn Rept'e$M1s an Engineering Recommenct.tion -" WElBRO ~UI~!Corporation . NOTICE: The iM:tma1Ion contiIirl6d IleteIn is bWId upon Intemal & 1hin:I patty teSllng wIWdI Maitlaod, FL we berteve to be ~. Thb l~ \$ pr:>viQed fer eflGineetlng purp0888 only and ~ u~ C(/lIlIWjse noted. f'8t.1C,ilS m ~ propeIlln only. The user mu61 ~ tll4 ~ rl \tit ~ and Clo cMiW1 ~ ltI~ 1nlonQoI;j~. S/nQo ~ \ltO a... ~ - product iI; beyOnd (U' cootroI. SpedhcI TedlnoDgIes Inc." only ~ shall j)e to - reMd or ~ ma1erial5 bind 1IO be QefeclIw. .. per our $Wodan1 IltlllTllnty. ~ Specified Technotogleslnc. . 200 Evans Way . Som*rvllle. NJ 08876 · (800) 992.1180 . FAX (908) 231-8415 ---_.--" ._._.._--~-- .,---~----~--~- 3-27~1996 8:42PM FRmtl P.2 ~ . *Rated::Safing, SYstem for Exterior NS307505D ~ :=. --- Wan Condition Using SpecSeal@ -~ Prepared By: ChristoQ...~r.P~M~~_ ! sTi AS200.Elastomeric Spray Date:11-03-2OQ;'i . .n '._."0_ I I I .. .' . ' Gf ;. ~ , 1. ROOR ASSEMBLY (2-HOUR) Concrete floor height of the runner chanll€l S . In (min. 4-112-in. thid<). a Ihickness zo.percent greater than width of rtlMerchannel. ~ fit rntnemIwooIlnto 2- CURT?Jtl WALLA$SEM.Bl..Y -~ extstior place. walL~ simllar.in detaii to GW..s:..'iOO3 Or (J-N-s. 1013. FlOOr aim ceiling runners cOver gap t;letwoon . '8. spe~ ELASiOMERlC SPRAY ~ Min. . edge of ffoor ~nd extefior sheathing. 'Interior layer of 1/8-in. ~et thickness (1i16-it1. dry) applied to.cover gypsum wat~ not shown. Max~ of gap is 2-in. mineral wool and steell'Uf1fler channel with a Ya- in. overlap onto the COf1CI'ete. ft1e steal stud. and 3. sAANG SYSTEM - The saiingsystem consists of i.t1e exteriot sheathing. the following itemS: . . . ~ A. FORM~~ MATEmU. ~ MinEiml wool batt . i~~,.nom 4 pd, cut to a width equal to.the "Rating of Safi"9 SY$tem is Equal t~ Pflrf~nna~ of Curtain Wad Under Fire Exposure With a . Max PosslI)l~: Rating of 2 Hr . . NOTa=: The products used in this ~go have.been tested as follows:. I . As1M EXXX: Referto System NoS. CW-S-1003. CW...$-1013 '1 n...... u_. R~.~eJnn ..M....~-- . Asr-M E'I19: TirnefTempoortuI'e Exposure, CottonWaste Ignition I CaP.!..Canaveraf, FL :......-.:..._ . }m~~atfr.Scme, Mulli~ Test Apparatus (ISMA structure) . I .." Addre5>s .'. . . .. i .. ..,....... ... This [)(Jsign Raprosen!$ an engineering RlJCOm~nd8tion 'h.__~7'.w~~br~Jl~~ng..9!tr~: ::.. ..---- . ,. . .. ._._______~..~.\_ r." . ..-~.......... -' NOTICE: This InformatiOn f$ intended for enginoorl'1g pUrpot~ only and is based > .,,:"._~_. ~1'!l~J::anavera!Lfb. . .... ---.-.--- upon lnttomal 8, third p~r()I tc:;ting which we belIeve fo. be sC{;(jl"illlo. The lJoor mu..'t I . Mdrets. <fetGrmine ttI<> witllbl!ii:y of the product Wld the qesign to the app1Jc?tion. Sincel:ha -. -., .-- ._------------ +. .. . --------..-... --.------. u$c.of the product Is beyood our control. Specifj",q Technologies lnc,'s only ! fl$pons1billty'shal!ooto'rofqnd.orTEp!i!!cemaMiaI8'foumnc;!>~H:lef~t\ve'i'sPa!"oor i ..-----...-. . . .. '"--s;goo~-'---''' ...--.- st1Indar.d wa~n!Y. . . ) m." . Specl11$d TechMlogi~$lnc. ., 200 Evans Way & SOm~I'VUle, t'U08876 '(0 (800) 992-118.0 (0 FAX {90B} 231..&415 I Transmittal I Project [0805011] - Residence View Date 11/1/2005 Inn Cape Canaveral WELBRO Building Corporation 8959 Astronaut Boulevard Cape Canaveral, FL 32920 Transmittal No. 0805011- Phone: (321) 783-5066 00480 Fax: (321) 783-5961 To Mr Todd Morley Date 11/1/2005 City of Cape Canaveral Items listed are being sent 105 Polk Avenue M Enclosed Cape Canaveral, FI 32920 USA D Under Separate Cover Phone: (321) 868-1222 Via DHL Ground Fax: (321) 868-1247 CSI Code 15815 - Metal Ducts From Mr. Jaime Irizarry (WELBRO Building Corporation) Subject Signed and Sealed Unit Duct Layouts We are transmitting the following to you: Product Data D Samples Shop Drawings D O&M Manuals D Plans Architectural Drawings D Letters Specifications Prints Addenda C~_~C" Remarks Mr. Morley, Please review the attached Engineering Sign and Sealed Drawings indicating Duct Layout for the Units of the Above Referenced Project. Please advise if any further information is required. Received By Printed Name Date - ~ ~ I i ""? ~I ! '\;;:r 'Wi /,' ol'" B"t .~ I ;;:;<::",; I vTAe 1 I I'%.. . i 'A--'~ 1 _______" I 400 CFM '\ ~ 200 i., ~ J ./ ---A (1-: , ./' V ..... J J, ~ r,c:: f?i 2 \, i'c"" : ./,' . / I / ( , 1"_ i I / """, - - - - - - - - , ~,:;,---.;: - - -- - --1:- : i {1. ~i~ I~> ~ ED u_------' _/>/ ! f:.,.,12.'6 \\H..H I OFFSET ~ FOR """Nn , I ,.' _..--, '--,-- \ ',>"" Jt? 0--\- LL-!'~. 'HiJ \ II \ , \ ' \ -: \ r, _<~ .~" '-- ,--"'J V t-. _____ ", & / \, i : (( 0 i : '0/ ED \~lf"r\// j :' , .....,)! \<::=~:/ . ///''''<78 J ,/ '~t-' :~'\ i iVC" /// ; 5~f~;M '---.- - =;- .---- [Gr. i-' -,- ... ie;}- -.. -, -- ........ .... ! \i l ~~: 1 BEDROOM UNIT TYPICAL FOR SIMILAR ROOMS ~ r=> . --- /-::.>, -cO' I>.. < t:::;, !r:~U \J i~ \\ Jose A. Marques, PE, ~ 10/28/05 Meeh & Site Elee lJ'L ~//--?I()", J) FL Req. No. 37313 TiTlE: 1 BEDROOM UNIT ~ [PEiNl~iNlSULA lE!NI~~!NIlEER~!NI~ ~!NIC, TYPICAL FOR SIMILAR ROOMS CONSUL TING ENGINEERS PROJECT: RESIDENCE INN PROJ.# 04186 o 2016 ALDEN ROAD, ORLANDO, FLORIDA, 32803 CAPE CANAVERAL, FL ("" ",- "" ,,<no<, lowe. SCALE: .1 DWN: eKD: DA TE: IREV.:I>.. \... Co. license #EB 3089 SKM501 1/4"=1'-0"1 JNK RBK 10/28/05 ~ ~ . I .d,. ~( 1 BEDROOM DOUBLE QUEEN UNIT TYPICAL FOR SIMILAR ROOMS 4i'~'- J1. 10/28/05 Meeh & Site Elee Jose A. Marques, PE, FL Reg. No. 37313 TITLE: 1 BEDROOM DOUBLE QUEEN UNIT ~ PENINSULA ENGiNEERING INC. TYPICAL FOR SIMILAR ROOMS CrDNlSUL T~N1~ ENlGiNllElERS PROJECT: RESIDENCE INN PROJ. # 04186 o 2016 ALOEN ROAD, ORLANDO, FLORIDA, 32803 CAPE CANAVERAL, FL (407) 246-1688 eKD: . Co. license #EB 3089 RBK l t _ 'H~ / / / @-- / /' /' ~~ ~ <::::.:::::::::..::=:::.==.=;--- 18,6 IIITH OFFSET H:OR SOUND _ I ATJENUA nON <JD--- @-- I ---~-- ----------- 2 BEDROOM UNIT /-1 TYPICAL FOR SIMILAR ROOMS ~;y(~, g 10/28/05 Mech & Site Elec Jose A Marques, PE, FL Reg. No. 373i3 TiTlE: ~ PEN~NSUlA ENGINEERING INC. CONSUL TiNG ENGINEERS PROJECT: PROJ. # o 2016 ALDEN ROAD, ORLANDO, FLORIDA, .3280.3 04186 (407) 246-1688 CKD: . Co, license #EB .3089 RBK ll/UY/~UUD nnv l~.~U !'l1.A -1'"--:t-1'" nJ::.H.-:>J.VL1'1vD J..l~l'J "t!.:.I VV-l.! VV,llm No v. 9. 2005 3:33PM Powe11 Design Group 407-622-6883 No. 1222 P. 1 " powell design group, inc~ architecture III\lII planning l1li interiors November 9, 2005 Jim Andrews Welbro Building Corp. 2301 Maitland Center Parkway Suite 250 Maitland, FL 32751 Res/dl!Jnce Inn Port Canaveral :>03 E6.l>< ..... liB f..' Dear Jim, AD architect of record for the above reference proJect, this letter is to certify that OrlanCIe., FI."ida 32flO4- I am in agreement with the use of the Specified Technologies Inc. NS301505D rated safing systems for exterior wall condition using SpecSeal AS200 Elastomeric for the slab conditions at exterlor walls as a of .......gi.<a...4.!U....'!...!:\.22...IIIJI!l.I;l;! . If you have any questions, please do not hesitate to contact me. 1".." 407 a ~l!::! III ellJIIQ ._...'..,......""r.......,~.....'- ;... ...:S~ceii1rr, . ~,. '."".,. ., ~...-.......-. . .Ii![)... l.. l. ~. ~ QOWoI!II!o-08IQ nQrOiJp,oIQm J ~ ~. C\!i. ,~)tOUP, INC. 1 ~. . (;) r'~': f\. "'Cl'l ~ f.l; ~ ~ I. 0 ' ~. ~ ~ ~, "% t;eo:;t L. PQ1heO A. NeARS J~ <e~i nt .:'\~~.~~ ~ f \ .../~ ....~..... . <4 - ' t" . ::)_ ;. ~. ; - .. - Ehclwtl.!(~~ijateO SatIng System GLP/Iai J:\760\700 Cocres\Welbro 1OOS-1 Hl,dOC 'HOV 1 0 2005 -.'~-;) AAOO(l~70 '" AROOO867e 3-27-1995 8:42PM FROM P_2 I ~ . *RatedSafing System for Exterior NS307505D I - -:; Wall Condition Using. SpacSeal@ Pmpared By: Christopll~LD..€!M.~~_ . STI AS200 Elastomenc Spray Date:11-03-2005 . I . _._"- ~ -" ..- ._- ..~_.. - I I 1. flOOR A.SSEMBLY (2-HOUR) Concrete floor e runner nE! . (min. 4-112-h thii:k). a thickness 2O-percent greater than width of runner channel. CompreSsion fit rninemf wool ink> 2- CURfAlN }NALLASSEM.Bl..Y ~StaeH'ramed ~ place. walta~ simllar.in detail to C'N.s.1003 or f:o.N-& 1013. Floor arid ooilitIg runners ci:Ner gap t;Jetwoon . B. SPEcseAl@ELASiOMERlC SPRAy - Min. . .edge of ffoor and extalior sheathing. 'Interior Jayer of 1J8..in. ~et thickness (1i1G-m. dry) applied to.cover gypsum wat~ not shown. Maxwlcllh of gap is 2-in. mineral wool and steel runner "."",;-''-' with a %- onto the 3. sAANG SYSTEM - The safing system consists of the following items: . . . ~ A. FOR~NG MA"I'ERIAL ~ MinEiral wool batt . insulation,.nom 4 pd, cut to a width equal "Rating of Saflng s~tem is Eq~1 t~ Perf~rma~ of Curtain Wan Under Fire Exposure With a . Max Possl~:RMing of2 Hr . . . NOTE: The prod~ used in this ~go have.bEIen tested as fol~. I - AS':rM EXXX~ Refer to Systtlm NQS. CW-S-1003. 00-$-1013 '1 .....-.- ---- R~l~~lnn ....__..~- . AST-M E119:TtmElfTemperatur'e Exposure, CottonWaste Ignition I CaP.! Ca~eral, FL ... .. "__"__ . lnt~tri'lMiat~CBle, MIJIti~ Test Apparatus (ISMA Structure) . i'''' i .' ..,....... .- Thls Design Represents an EngJnliMJring Recommendation ...___~_:_W~!br~ B~~ng COffi:.~....___ . '. .._ ._________~__-... r," _ -'..,f.-........ -' NoncE: This InformatiOn it> jotlll'\doo for enginoori'1g PUr(l()t(>S only and is bas$d ...:_____._ _~~~ C~era['-fl.,- . . _. ____.___ upon fnt...oat & thiN P~rlY !~ which we belklVE' fo. be sb:dJt;!i11). The lJWf mw,t I . determine We- $lJit<lbi!ity of the- product and the <!asign to the I1lppllC?tion. Sincathe ; .'. _- ,.-----------.. .. . ... -------... --.--- u.$C;jf th~ product 1$ b-eyood our control. Speciliecl T echnotcgles lnc.'s Of)ly l . P9sponsib;iity'shal! be tt}rofQnd.Of rapl<'lce maWrials'foomHo b0 clefect1v8.,s pal'our I -...----~.--_. .. . .....---s;g;:ii-~-..:--.. -.---- st2lnOar.d walT'Jofy- . . .'" . lure . Spedtloo Technologl~$ inc. <I> 200 Evans Way'" $btMl'vUle, NJ08S76 '10 (800) 992-11&1 .. FAX {908} 231.-8415 powell design . p,lnc.. architecture planning 0 in fe ria rs Revision to the Contract Documents Revision No. 2 Date: 4/21/05 Project: Residence Inn@ 8959 Astronaut Boulevard Cape Canaveral, FL 32930 Arch. Proj. No.: 760-04 The contract documents for the above project are revised by th~ following 303 East Par Street modifications. These modifications supplement all previously issued portions of the contract documents and shall supersede any conflicting portions of the contract documents previously issued. Orlando. Florida 32804 Item Description End of Revision ow r(, l' P f'" AA000327Q . AROOO8878 ~ NAME --.-- @ ALACO COMPANf: ADDRESS Ladder Company ~ CITY,ST4TL:;ZIP 5167 "G" Street, Chino, CA 91710-5143 PHONE NO FAX NO Phone: 888-310-7040 . Fax: 909-591-7565 ;B1RfJfJlIirllltlfIlGII.R CCESS , ' , , , Model 380 - 800 Ships Ladder 1/4 Scale 14-1i4" -------_.~----- -~-_. I J ~~-~ 3" STEP WIDTH 2-13116" RAil DEPTH -- . EXACfHEIGHT fROM flOOR TO TOP Of ROOf HATCH I __., _ __..__L MOOEl380 "V" DIMENSION SHIPS lADDER - 24"-- 24.314' GUTTa OUT BRACKET 24'I.ADDfR(REn ladder "Y" Height Dimension S' 1B-7/1S" 20-112' S' 22-518" 3' 24-3/4' 10 2S-7/8" 11' 29- 12' 31-1/1S' 13' 33-1/4' 14' 35-3/8' SEGION AT BRACKET Plan Review To: Todd Morley, Building Official Bob Haley, Plans Examiner I Building Inspector From: Tim Reaves, Building Inspector Re: Residence Inn 3rd Submittal Construction Plan Review Date: May 16, 2005 I have reviewed the submittal for the ships ladder and find that it meets the Fire Departments requirements at this time. Please make copies of this document and stamp a set approved and give to the contractor for the field copy. _ ^"U^U ---~.._--~-~-~--------,,-~- ----------------~._---_..._-~----- --.-- Station #1 Station #2 190 Jackson Avenue. Cape Canaveral, Florida 32920 8970 Columbia Road · Cape Canaveral, Florida 32920 (321) 783-4777 · Fax: (321) 783-5398 (321) 783-4424 · Fax: (321) 783-4887 www.ccvfd.org I November 15, 2005 Re: Residence Inn Cape Canaveral Florida UL design U419. 303 East Par Street To whom it may concern: Orlando, Florida 32804 As Architect of Record, I take no exception to the use of Underwriters Laboratory fire resistance design number U419 as an appropriate means of o. .0 Inn Cape Canaveral project. Voice 407 . 622 . 6882 A copy of the design is attached for reference. Fax 407 . 622 . 6883 Powell Design Group, Inc. poweildesig group com George L. Powell. AlA, NCARB AA0003270 . AROOO8878 ~ Underwriters laboraterles BXUV.U419 Fire Resistance Ratings - ANSIIUL 263 Fire Resistance Ratings - ANSIIUL 263 Design No. U419 October 27, 2005 Nonbearing Wall Ratings -1,2,3 or 4 Hr (See Items 3 & 4) /......... ( 4 '! .., 't . .. ( F Qr NUll1bel" of to. v(~ri5 /\,.~ ./"'" .' ./. ...... ", Pi-n--il I.-Itj..\j...i....-I5~ R.a..(-i.ii..f(...~- ",., ~,.,.._.............................._...._............................_-,:..<......_.._~.~ ,....~. S T " ''', , .... ce ltettl 4- ,,/, .... """', : !::;:::::-"""::::r":..,,,,,---;=:=--=-:_:::=,,L~:=1=:=J f:::=~;~,:~~,::~j ,-"""''--'',,.., I'l I' lC=-_)~L:~_~!~~~4~~7 ."(~~~<:c=.~' k~!~~~::~.~_TJ ~ ./ i '"l 'I "3 A ' .. 0) \, '" : ' / /' , "iF ..... IJ Jf.~t } :.. i__ .-: ....... /,1' ....~.. ../"~'''''\ ............./ ......-.... ............-"'... ......, .-...... /.~...."."'''' t , ~ r "y '. ) : ,1 : ... '" " ".' . ',-" \....__......./ 1. Floor and Ceiling Runners (Not shown) - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width to accommodate stud size, with min I in. long legs, attached to floor and ceiling with fasteners 24 in. OC max. 2. Steel Studs - Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min width as indicated under Item 4, min 1-1/4 in. flanges and 1/4 in. return, spaced a max of 24 in. Oc. Studs to be cut 3/8 to 3/4 in. less than assembly height. 3. Batts and Blankets* - (Required as indicated under Item 4) - Mineral wool batts, friction fitted between studs and runners. Min nom thickness as indicated under Item 4. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 3A. Batts and Blankets* - (Optional) Placed in stud cavities, any glass fiber or mineral ~ wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance. See Batts and Blankets (BKNV or BZJZ) Categories for names of Classified companies. 4. Gypsum Board* - Gypsum panels with beveled, square or tapered edges, applied vertically or horizontally. Vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Vertical joints in adjacent layers (multilayer systems) staggered one stud cavity. Horizontal joints need not be backed by steel framing. Horizontal edge joints and horizontal butt joints on opposite sides of studs need not be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers (multilayer systems) staggered a min of 12 in. The thickness and number of layers for the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows: Wallboard Protection on Each Side of Wall No. of Layers Thkns & Thkns of Insulation Rating Optional Optional Optional 2 3-112 1 layer, 3/4 in. thick 3 in. 3 1-5/8 3 layers, 112 in. thick Optional 3 1-5/8 2 layers, 3/4 in. thick Optional 3 1-5/8 3 layers, 5/8 in. thick Optional 4 1-5/8 5/8 in. thick Optional I: I 1-5/8 ' 4 layers, 112 in. thick I Optional I 2-1121 2 layers, 3/4 in. thick 2 in. l CANADIAN GYPSUM COMPANY -112 in. thick Type C, IP-X2 or IPC-AR; WRC, 5/8 in. thick Type AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRX or WRC; 3/4 in. thick Types IP-X3 or ULTRACODE UNITED STATES GYPSUM CO - 112 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type SCX, SHX, WRX, IP-Xl, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR; 3/4 in. thick Types IP-X3 or ULTRACODE USG MEXICO S A DE C V 112 in. thick Type C, IP-X2, IPC-AR or WRC; 5/8 in. thick Type AR, C, IP-AR, IP-Xl, IP-X2, IPC-AR, SCX, SHX, WRX, WRC or; 3/4 in. thick Types IP-X3 or ULTRACODE ~ When Item 6B, Steel Framing Members*, is used, Nonbearing Wall Rating is limited to 1 Hr. Min. stud depth is 3-1/2 in., min. thickness of insulation (Item 3) is 3 in., and two layers of gypsum board panels (1/2 in. or 5/8 in. thick) shall be attached to furring channels as described in Item 5. One layer of gypsum board panels (1/2 in. or 5/8 in. thick) attached to opposite side of stud without furring channels as described in Item 5. 4A. Gypsum Board* (As an alternate to Item 4) - 5/8 in. thick, 2 ft. wide, tongue and groove edge, applied horizontally as the outer layer to one side of the assembly. Secured as described in Item 5. Joint covering (Item 7) not required. CANADIAN GYPSUM COMPANY - Type SHX. UNITED STATES GYPSUM CO - Type SHX. USG MEXICO S A DE C V - Type SHX. 5. Fasteners - (Not shown) - Type S or S-12 steel screws used to attach panels to studs (Item 2) or furring channels (Item 6). Single layer systems: 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8 in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom edges and 12 in. OC in the field when panels are applied vertically. Two layer systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thic1c PCll1els Qr :2-1/4 il1.1Ql1g for.3/4 ill. .tbi~k nfll1ds, s123,ced 16 in. OC with screws offset 8 in. from firs[ layer. 1 hree-Iayer systems: t'Irst iayer- 1 111. long tor 112 111., )/~ 111. thIck panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in. thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3 in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer below. 6. Furring Channels - (Optional, not shown, for single or double layer systems) - Resilient furring channels fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24 in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12 steel screws. Not for use with Item 4A. 6A. Steel Framing Members (Not Shown)* - (Optional on one or both sides, not shown, for single or double layer systems) - As an alternate to Item 6, furring channels and Steel Framing Members as described below: a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced max. 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Gypsum board attached to furring channels as described in Item 5. Not for use with Item 4A. b. Steel Framing Members* - Used to attach furring channels (Item 6Aa) to studs (Item 2). Clips spaced max. 48 in. Oc., and secured to studs with No.8 x 1-1/2 in. minimum self-drilling, S-12 steel screw through the center grommet. Furring channels are friction fitted into clips. ~ PACINTERNATIONALINC Type RSIC-1. 6B. Steel Framing Members (Optional, Not Shown)* - As an alternate to Item 6, furring channels and Steel Framing Members on only one side of studs as described below: a. Furring Channels - Formed of No. 25 MSG galv steel, spaced 24 in. OC perpendicular to studs. Channels secured to studs as described in Item b. Batts and Blankets placed in stud cavity as described in Item 4. Two layers of gypsum board attached to furring channels as described in Item 4. Not for use with Item 4A. b. Steel Framing Members* - Used to attach furring channels (Item 6Ba) to one side of studs (Item 2) only. Clips spaced 48 in. OC., and secured to studs with two No.8 x 2-112 in. coarse drywall screws, one through the hole at each end of the clip. Furring channels are friction fitted into clips. KINETICS NOISE CONTROL INC - Type Isomax 7. Joint Tape and Compound - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of compound over all joints of outer layer panels. Paper tape and joint compound may be omitted when gypsum panels are supplied with a square edge. 8. SJd~ Brick or Stucco. == (Optional, not shown) Aluminum, vinyl or steel siding, brick veneer or stucco, meetmg the reqUIrements ot local code agencIes, mstalled over gypsum panels. Brick veneer attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 9. Caulking and Sealants* - (Optional, not shown) - A bead of acoustical sealant applied around the partition perimeter for sound control. UNITED STATES GYPSUM CO - Type AS *Bearing the UL Classification Mark L~st~Upd~ted on 2005-10-27 P~geIJ!1! Notice_oLDis~l;Jiiller Questi~m~l IlL_LisjJ~d_andJ:];JssJfiedJ:>x9duc.ts IJL~RecQgnized Products_...Certifi.edJQx CQillPQUents C~n~d~ This page and all contents are Copyright cg 2005 by Underwriters Laboratories Inc.@ The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from ~ Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright IQ 2005 Underwriters Laboratories Inc.@" Bob Haley From: Todd Morley [morley-cape@cfl.rr.com] Sent: Thursday, September 22,20054:16 PM To: 'Looney, Pat' Cc: 'City Hall Haley, Bob'; 'Cunningham, Johnny' Su bject: RE: Residence Inn Question Pat, This has been sent to the Fire Department for review. We have reviewed it also. Although the areas you present do not exactly match with the plans on file in our office, we concur with the occupant load calculations of the Board Room and the Meeting Room. However, the Dining Room (Hearth Room) doesn't match our calculation when we apply the Restaurant (without fixed seats) rate of 15 net. Also, with regard to the Lobby, Sales and Library rooms, please note that FBe 403.1.2 requires occupancy signs to be located in all Assembly, Auditorium or rooms used for similar purposes. Sincerely, -Todd -----Original Message----- From: Looney, Pat [mailto:Pat.Looney@marriott.com] ey Cc: Cunningham, Johnny; tom@oceanpartnerscb.com Subject: RE: Residence Inn Question Todd, Thanks. Here are the capacities as determined by Ron Brown, the architect (Powell Design Group) for the Residence Inn : Board Room (15 ' x16' ) : 17 Meeting Room (35' x 24') : 69 Dining Room (24' x 38') : 102 Do we need signage for the two exterior patio seating areas? They have a wall only on the building side. Please let me know if you want me to bring over the plans or if you have any questions. Thanks for your assistance. Pat Looney General Manager Residence Inn Cape Canaveral 8959 Astronaut Blvd. Cape Canaveral, FL 32920 Phone: (321) 323-1100 Fax: (321) 323-1029 From: Todd Morley [mailto:morley-cape@cfl.rr.com] Sent: Thu 9/22/2005 9:59 AM To: Looney, Pat Cc: 'Cunningham, Johnny' 1 Subject: RE: Residence Inn Question Pa t, The engineer/architect determines the number, then the Fire Dept. and Bldg. Dept. review the determination for approval. The posted loads are required at final inspection. -T odd -----Original Message----- From: Looney, Pat [mailto:Pat.Looney@marriott.com] Sent: Wednesday, September 21, 2005 3:23 PM To: morley-cape@cfl.rr.com Subject: Residence Inn Question Todd, We are currently obtaining bids for interior signage and need to list the capacity of our function rooms and restaurant. Do you determine these numbers or is there someone in the Fire Marshall's office that I should contact? Thanks for your assistance. Pat Looney General Manager Residence Inn Cape Canaveral 8959 Astronaut Blvd. Cape Canaveral, FL 32920 Phone: (321) 323-1100 Fax: (321) 323-1029 2 b I , I Ai " -3~~/tJ" X ! ... .. 95~b7 !- or. >( 20 ' g . :3 '..-ot X I ( ~-1'" :l.. ~~s). : IOc$/ ,7 ~ !-4 ~ ')(. -11--4" .:J!. -4 68 &(2J;t>/J II6f7 ~ ~.. /-s- Nz/ Is;=-tJr. ~ /-? t =- 255 - 17 ~/2Jk;1J s 1:: 6) ~By ? ~ ItJ-fS ? /... f tS.tzPrfly ? ~h1: /s- }J E-r 39' x ZS-' 2- 6f7s 6 S-&>OJJ> Todd Morley From: Looney, Pat [Pat.Looney@marriott.com] Sent: Thursday, September 22,20051 :14 PM To: Todd Morley Cc: Cunn:ngham, Johnny; tom@oceanpartnerscb.com Subject: RE: Residence Inn Question Todd, Thanks. Here are the capacities as determined by Ron Brown, the architect (Powell Design Group) for the Residence Inn : Board Room (IS' xI6') : 17 ~ Meeting Room (35' x 24') : 69~ Dining Room (24 ' x 38') : 102 (I,'I: ) Do we need signage for the two exterior patio seating areas? They have a wall only on the building side. Please let me know if you want me to bring over the plans or if you have any questions. Thanks for your assistance. Pat Looney General Manager Residence Inn Cape Canaveral 8959 Astronaut Blvd. Cape Canaveral, FL 32920 Phone: (321) 323-1100 Fax: (321) 323-1029 From: Todd Morley [mailto:morley-cape@cfl.rr.com] Sent: Thu 9/22/2005 9:59 AM To: Looney, Pat Cc: 'Cunningham, Johnny' Subject: RE: Residence Inn Question Pat, The engineer/architect determines the number, then the Fire Dept. and Bldg. Dept. review the determination for approval. The posted loads are required at final inspection. -Todd -----Original Message----- From: Looney, Pat [mailto:Pat.Looney@marriott.com] Sent: Wednesday, September 21, 2005 3:23 PM To: morley-cape@cfl.rr.com Subject: Residence Inn Question Todd, We are currently obtaining bids for interior signage and need to list the capacity of our function rooms and restaurant. Do you determine these numbers or is there someone in the Fire Marshall's office that I should contact? Thanks for your assistance. Pat Looney General Manager 1 Residence Inn Cape Canaveral 8959 Astronaut Blvd. Cape Canaveral, FL 32920 Phone: (321) 323-1100 Fax: (321) 323-1029 ,. 2 Todd Morley T ()II! : Looney, Pat FYI Cc:: City Hall Haley, Bob S....bject: RE: Residence Inn Occupancy Loads Pa..tr The latest version of your proposed sign postings have been approved. We will prepare an approval in writing for you on Monday. -T odd -- ---Original Message----- From: Looney, Pat [mailto:Pat.Looney@marriott.com] Sent: Tuesday, November 15, 2005 8:35 AM To: morley-cape@cfl.rr.com Subject: Residence Inn Occupancy Loads Go od morning Todd, I am just checking on the status of the occupancy load determination so that I can proceed with finalizing the internal signage order. Could you please give me an idea of when we mi ght get the numbers. Thanks for your assistance. Give me a call if you have any questions. Pa t Looney General Manager Residence Inn Cape Canaveral/Cocoa Beach 8959 Astronaut Blvd. Canaveral FL 32920 Fa.:x : (321) 323-1029 1 Todd Mort~x Fre>m: Looney, Pat [Pat.Looney@marriott.com] Seent: Tuesday, November 15,20058:35 AM To.: morley-cape@cfl.IT.com S~bject: Residence Inn Occupancy Loads Good morning Todd, I am just checking on the status of the occupancy load determination so that I can proceed with finalizing the internal signage order. Could you please give me an idea of when we mi ght get the nUInbers. Th anks for your assistance. Give me a call if you have any questions. Pa t Looney Ge neral Manager Residence Inn Cape Canaveral/Cocoa Beach 8959 Astronaut Blvd. Cape Canaveral, FL 32920 Ph one: (321) 323-1100 Fax: (321) 323-1029 be? ---- .- - If 1 I Transmittal I Project [0805011] - Residence View Date 12/27/2005 \lTELB.RO Inn Cape Canaveral WELBRO Building Corporation 8959 Astronaut Boulevard Cape Canaveral, FL 32920 Transmittal No. 0805011- Phone: (321) 783-5066 00544 Fax: (321) 783-5961 To Mr Todd Morley Date 12/27/2005 City of Cape Canaveral Items listed are being sent 105 Polk Avenue R Enclosed Cape Canaveral, FI 32920 USA [J Under Separate Cover Phone: (321) 868-1222 Via Hand Delivered Fax: (321) 868-1247 CSI Module 14 - Fire Protection Life Safety From Mr. Jaime Irizarry (WELBRO Building Code Design Standards Corporation) Subject Fire Alarm Plans We are transmitting the following to you: Product Data Samples Shop Drawings O&M Manuals Plans Architectural Drawings Letters Specifications Prints Addenda L englneenng urawlngs [J Lnange uraers L ~UDmlttal Remarks Package Contains: a) Kitchen Plans K101 thru K104 b) Kitchen Exhaust Hood Cut Sheet (6) Received By Printed Name Date I Transmittal I Project [0805011] - Residence View Date 12/13/2005 WELBRO Inn Cape Canaveral WELBRO Building Corporation 8959 Astronaut Boulevard Cape Canaveral, FL 32920 Transmittal No. 0805011- Phone: (321) 783-5066 00525 Fax: (321) 783-5961 To Mr Todd Morley Date 12/13/2005 City of Cape Canaveral Items listed are being sent 105 Polk Avenue M Enclosed Cape Canaveral, FI 32920 USA Under Separate Cover Phone: (321) 868-1222 Via Hand Delivered Fax: (321) 868-1247 CSI Code 16520 - Exterior Lighting From Mr. Jaime Irizarry (WELBRO Building Corporation) Subject Signed and Sealed Site Lighting Plan We are transmitting the following to you: Product Data Samples Shop Drawings O&M Manuals Plans Architectural Drawings Letters Specifications Prints Addenda C engineering urawlngs C Lnange uraers C ::'uomlttal Remarks 3 Copies of the Sight Lighting Plan for the above referenced project. Received By Printed Name Date 105 Polk Ave. Cape Canaveral, FL 32920 (321) 868-1222 (321) 868-1247 (fax) g/ / To: f-Pr N'OSJ0 f '-I . ~clnc From: Bob Haley I ( I Fax: 321- .523- /D29 Pages: 2'- -f{l? " Phone: ~- '7rtjZ -I &3L( Date: ;:: 2c9-6JS -...-,. ~. .;./_--c Re: ~ S'( b P /IJC~ l/it )J CC: ~" 1/1/\ /0,1\ ,., , f IV i ~ r u './',/ r f I. ~)( ItA... 7./1-f' I ~eview D Please Comment 0 Urgent Please Reply D Please Recycle F/rxi A- Ceo/?y 6)F '77-f<L @CC f /31-=( y ;:, & tfM'~ ~ f /0 'YO S~. &l2-.o fiOlL L~ t RESIDENCE INN CAPE CANA VERAL/COCOA BEACH DATE: October 31,2005 TO: Todd 1\1orley Building Official, City of Cape Canaveral FROM: Pat Looney General Manager, Residence Inn Cape Canaveral/Cocoa Beach SUBJECT: Hotel Area Occupancy Loads Following up on our conversation oflast Friday, here are my calculations for the occupancy loads for the areas of assembly at the Residence Inn: Meeting Room: 35' x 24' = 840 s/f@ 15 slfpp = 56 maximum occupancy loa~ Board Room: 17' x 14' = 238 s/f @ 15 slf pp = 15 maximum occupancy load Lobby: 17' x 23' = 391 s/f @ 3 s/f pp = 130 maximum occupancy load Hearth Room (Restaurant): 39' x 25' = 975 s/f @ 15 s/fpp = 65 maximum Library Area: 23' x 15' 345 slf @ 15 s/f pp = 23 maximum occupancy load Exercise Room: 24' x 12' 2QQ v It:' frI\ "0 "'.."'~~ - " m~v;~n~ ~~~n_~_~~, l_~A V vv ~J' ~ -' 51V"" - -' H aAHHUUl VI.<I.<UP411l.<Y IV4Uy Please review these calculations and make any changes if required and return to me so that I may proceed on interior signage. If you have any questions, please contact me at 323-1100 or via email. Thank you Todd Morley From: Looney, Pat [Pat.Looney@marriott.com] Sent: Monday, November 28, 2005 9:52 AM To: Todd Morley Subject: RE: Residence Inn Occupancy Loads Todd, I did not receive the approved occupancy load numbers. Could you please check on the status? Thanks, 72(-" 3-) Pat Looney General Manager Residence Inn Cape Canaveral/Cocoa Beach 8959 Astronaut Blvd. Cape Canaveral, FL 32920 Phone: (321) 323-1100 Fax: (321) 323-1029 Launching early 2006! From: Todd Morley [mailto:morley-cape@cfl.rr.com] Sent: Fri 11/18/2005 3:55 PM To: Looney, Pat Cc: City Hall Haley, Bob Subject: RE: Residence Inn Occupancy Loads Pat, The latest version of your proposed sign postings have been approved. We will prepare an approval in writing for you on Monday. -Todd -----Original Message----- From: Looney, Pat [mailto:Pat.Looney@marriott.com] Sent: Tuesday, November 15, 2005 8:35 AM: To: morley-cape@cfl.rr.com Subject: Residence Inn Occupancy Loads Good morning Todd, I am just checking on the status of the occupancy load determination so that I can proceed with finalizing the internal signage order. Could you please give me an idea of when we might get the numbers. Thanks for your assistance. Give me a call if you have any questions. Pat Looney General Manager Residence Inn Cape Canaveral/Cocoa Beach 8959 Astronaut Blvd. Cape Canaveral, FL 32920 Phone: (321) 323-1100 Fax: (321) 323-1029 1 RESIDENCEINNCAPECANAVERAUCOCOABEACH DA TE: October 31, 2005 TO: Todd Morley Building Official, City of Cape Canaveral FROM: Pat Looney ~ General Manager, Residence Inn Cape Canaveral/Cocoa Beach SUBJECT: Hotel Area Occupancy Loads Following up on our conversation of last Friday, here are my calculations for the occupancy loads for the areas of assembly at the Residence Inn: Meeting Room: 35' x 24' =~40"s/f @ 15 s/fpp = 56 maximum occupancy load )( z-t z S 3& Ci;:z:/ ,._~ (x5,;:'<_33 .:: ,- 5~ Board Room: 1 x 14' = 238 s/f @ 15 s/f pp = 15 maximum occupancy load - ~1 ;- Lobby: 17' x 23' = 391 s/f @ 3 s/f pp = 130 maximum oflcupancy load -::: 1= ~.).; b ~~ Hearth Room (Restaurant): 39' x 25' = 975 s/f @ 15 s/fpp = 65 maximum - ,. S- 2- b occupancy load Library Area: 23' x 15' ~~4] s/f@15 s/fpp = 23 maximum occupancy l~~ Vi ) '= 3'fl! - 4z 4'~ t --r- ;y ~ s- ,-.Jif (y ~ ,- ) I Exercise Room: 24' x 12' ';;'288 s/f@ 50 gross = 5 maximum occupancy load ''7-- .- Please review these calculations and make any changes if required and return to me so that I may proceed on interior signage, If you have any questions, please contact me at 323-1100 or via emaiL Thank you ~ ; '''''''J'ft ~ 6Z' ,,...., - ::;J!>- f~ '-7 -. "2 I RESIDENCE INN CAPE CANA VERAL/COCOA BEACH DATE: October 31, 2005 TO: Todd Morley Building Official, City of Cape Canaveral FROM: Pat Looney General Manager, Residence Inn Cape Canaveral/Cocoa Beach SUBJECT: Hotel Area Occupancy Loads Following up on our conversation oflast Friday, here are my calculations for the occupancy loads for the areas of assembly at the Residence L-m: Meeting Room: 35' x 24' = 840 s/f@ 15 s/fpp = 56 maximum occupancy load Board Room: 17' x 14' = 238 s/f @ 15 s/f pp = 15 maximum occupancy load Lobby: 17' x 23' = 391 s/f@ 3 s/fpp = 130 maximum occupancy load Hearth Room (Restaurant): 39' x 25' = 975 s/f @ 15 s/fpp = 65 maximum occupancy load Library Area: 23' x 15' = 345 s/f@ 15 s/fpp = 23 maximum occupancy load Exercise Room: 24' x 12' = 288 s/f@ 50 gross = 5 maximum occupancy load Please review these calculations and make any changes if required and return to me so that I may proceed on interior signage. If you have any questions, please contact me at 323 -11 00 or via email. Thank you ~ RESIDENCE INN CAPE CANA VERAL/COCOA BEACH DATE: October 31,2005 TO: Todd Morley Building Official, City of Cape Canaveral FROM: Pat Looney General Manager, Residence Inn Cape Canaveral/Cocoa Beach SUBJECT: Hotel Area Occupancy Loads Following up on our conversation oflast Friday, here are my calculations for the occupancy loads for the areas of assembly at the Residence Inn: Meeting Room: 35' x 24' = 840 slf @ 15 s/f pp = 56 maximum occupancy load Board Room: 17' x 14' = 238 s/f @ 15 s/f pp = 15 maximum OCCUpa..l1CY load Lobby: 17' x 23' = 391 s/f@ 3 s/fpp = 130 maximum occupancy load Hearth Room (Restaurant): 39' x 25' = 975 s/f @ 15 s/fpp = 65 maximum occupancy load Library Area: 23' xIS' = 345 s/f@ 15 s/fpp = 23 maximum occupancy load Exercise Room: 24' x 12' = 288 s/f @ 50 gross = 5 maximum occupancy load Please review these calculations and make any changes if required and return to me so that I may proceed on interior signage. If you have any questions, please contact me at 323-1100 or via email. Thank you RESIDENCE INN CAPE CANA VERAL/COCOA BEACH DATE: October 31,2005 TO: Todd Morley Building Official, City of Cape Canaveral FROM: Pat Looney General Manager, Residence Inn Cape Canaveral/Cocoa Beach SUBJECT: Hotel Area Occupancy Loads Following up on our conversation oflast Friday, here are my calculations for the occupancy loads for the areas of assembly at the Residence Inn: Meeting Room: 35' x 24' = 840 s/f@ 15 s/fpp = 56 maximum occupancy load Board Room: 17' x 14' = 238 s/f @ 15 s/f pp = 15 maximum OCCUpa..11CY load Lobby: 17' x 23' = 391 s/f @ 3 s/f pp = 130 maximum occupancy load Hearth Room (Restaurant): 39' x 25' = 975 s/f @ 15 s/fpp = 65 maximum occupancy load Library Area: 23' xIS' = 345 s/f@ 15 s/fpp = 23 maximum occupancy load Exercise Room: 24' x 12' = 288 s/f@ 50 gross = 5 maximum occupancy load Please review these calculations and make any changes if required and return to me so that I may proceed on interior signage. If you have any questions, please contact me at 323 -1100 or via emaiI. Thank you &:f~v~4 . 4:'3~~~~ - - -- FROM :CITY ~F CA~E CANAV5RAL FAX NO. :321 868 1247 Dec. 29 2005 ~5:47PM Pi CITY OF CAPE CANAVERAL BUILDlNG DEPARTMENT 105 POLK AVENUE P.O. BOX 326 CAPE CANAVERAL, FL 32920 PRE-POWER REQUEST DATE:, /2- 3tt:? -~.e:J TO: Todd Morley. CBO, Building Offioial FROM: W €L g!( 0 Btt /1.. DIN r.r COIt..PoA.A-TlI):JJ SUBJECT; Request for pre-pOW8r, prior to final inspection. P er.rnit # She Address; g9s-9 7J-ST/{oJJf;--it / fiLj/fJ!_.~ The above referenced project is in its final stages of construction. I hereby request electric power be connected to this project Aaccommodate: EL EI/ft-rDf< ,T'i:L.5:/-LJ..2 (.,.. 1JjJ:J UN if ffiT C ~K I understand that this request will be limited to a. period of not more than .30 days. The final inspection must be made 30 days from the date the power c~mpany connects the' power, I further understa.n.d that the power may be disconnected if the terms of this agreement are not fulfilled as described herein. By submitting thi$ Qompleted request, I underst:md and am aware that the buildins will not be occupied prior to the issuance of the Cer.tifi~te of Occupancy by the Building DepflI'lInent of record certifies the wiring and fixtures of the t electrical current may safely be connected.to e C-OtJooq? / -- Electric.a1 Contractor Signature .. CertifiedfI,.jcense N~ber Swo1'?". and subscribed ~~,~.or~ m. eo. n iliI~,~c{ day 0; ~ ll~ tt l t~~()C1~.' .'.~:::'::':'~ J, . , t: J'A II ~ ,~' ~~<<(,' SUSAN D. SCHAFER II! ~.., L '':0 / ..' l. I! ". MY COMMISSiON # DD 080203 II ~e1r? 1.iC ~~ \ ~p;.r~~~n1...S. eal....,.= '.. !1..:..,....1......::_..;...'..~~..."...~~...'._. .._...._..E..^.VP.!RES ... 202006 III I! D i ,', (9~~~r-=""; '.:~=-:=-:.-:---- . .._.) General Contractor Signature Property Ownets Signa~ Iih ~ 'worn and!Ub~d b~foro !DO on this if! day of ( M~ .20 at, , / aiw/j{ ~ ~ Notary Public Si Expiration/Seal: Commission ID..p ires; M.AR, Atlantic Bonding Co., iIlc. / / I CAPE CANAVERAL VOLUNTEER FIRE DEPARTrvIE~ INC. Serving the city of Cape Canaveral & Canaveral Port Authority Plan Review Fee To: Todd Morley, Building Official From: Tim Reaves, Fire Inspector Re: Residence Inn 't .-ere> n Construction Plan Review Date: March 16, 2005 I have reviewed the plans and have additional comments. The Fire Department has no objection to the issuance of the permit; however these comments must be addressed prior to the first inspection. 1. Metal stairs to attic access hatch must be a "Ship's Ladder". Provide shop drawings before fabrication. 2. Provide 22" x 48" attic access hatch. 3. Sheet A803 section 3 plans show 48" balcony railing and section 4 shows a 42" balcony railing, please clarify. 4. Provide railing specs. Railings must comply with FBC 2001 with 2003 revisions 1015.3 Openings. Sheet A803 Sec. 4 shows 3 ~ opening between bottom rail and deck. 5. Provide floor drains for the fire pump room note #8 on fire pump room checklist. 6. Linen chute must comply with NFPA 82. The specification section 14560 2.02 A. Chute sections: 18 gauge aluminized steel. NFPA 82 5.2.2.7.3 The steel shall not be lighter than 16 U.S. gauge. 7. Linen Chute Discharge Rooms must comply with NFPA 82 5.2.7. Sheet A205 Sec. 3 and Sec. 4. 8. The kitchen hood system will require separate plans, engineering, and permit. Please provide as soon as possible. Plan Review Fee - 124,866 s.f. x .025 per s.f. = $3,121.65 Station =1 190 JACKSON AVENUE ~ CAPE CANAVERAL, FLORIDA 32920 8 (321) 783-4777 . F~,{: (321) 783-S3c)~ Station F2 R970 COLUMBIA ROAD ~ CAPE e (321) 783-4424 . FAX: (321) 783-48~7 CITY OF CAPE CANA VERAL NOTICE OF CAPITAL EXPANSION IMP ACT AND SEWER IMP ACT FEE TO: Applicant for Building Construction Permit FROM: Todd Morley, Building Official SUBJECT: Amended Impact Fee Ordinance No. 07-2002 and No. 08-2002, as amended Apri116, 2002, the Capital Expansion Impact Fee code section 2-234 and the Sewer Impact Fee code section 78-122. Please be advised that the City of Cape Canaveral has adopted Ordinance Numbers 07-2002 and 08-2002 as amended, "Which require all impact fees shall be paid by certified funds at the time of issuance of the certificate of occupancy for such new construction." The amount of the impact fees will be calculated according to the applicable formula set forth in Section B Schedule of Fees ofthe ordinances, and must be paid before the Certificate of Occupancy is issued. The undersigned owner or agent for the owner for a building permit application for and received a copy of same. City of Cape Canaveral Inter-office Transmittal To: Johnny CunninghamlTim Reaves From: Todd Morley, Building Official Re: Residence Inn hotel We Transmit: ~ herewith D In accordance with your request THE FOLLOWING: ~ Plans D Specifications D Shop Drawings D Prints ~ Copy of Letter D Information D Other These are transmitted for: D Permit Issue D Record D Information D Approval D Use D Distribution ~ Review & Comment Copies Date Description 1 March 4,2005 Construction Plans - Resubmittal Remarks: . Address: 8959 Astronaut Blvd. . Waiting for Fire alarm submittal. . Building Department is currently conducting an ordinance review. Plans were previously reviewed by Private Proivider. Copies to: File B~ odd rley Residence Inn Cape Canaveral Fire Marshal Review Comments and Responses Review Comment Response 1. All plans must be siqned and sealed. Will comply 2. All architectural notes that refer to the trusses and 5/8 decking shall note them being constructed of fire Notes have been revised to eliminate retardant wood. references to FR wood 3. Sheet S402 Sec. 6 the % plywood flooring for the Notes have been revised to eliminate catwalk must be constructed of fire retardant wood. references to FR plywood 4. General notes sheet S 101 06115 plywood sheathing, and 06190 wood trusses, must note them Notes have been revised to eliminate beinq constructed of fire retardant wood. references to FR plywood 5. Sheet A001 and E010 must show 20' ingress and Please see civil drawings for eqress as shown on the approved site plan. dimensioned paving. 6. Sheets A101 thru A104 must show fire rated walls Please see sheet A002 for fire '1 and 2 hr walls). ratinqs of one and two hour walls. 7. Provide sign on the 4th floor mechanical room door "atticaccessihside". Added..h6tel6sheet A104 8. Provide complete specifications on attic access Please see specification section ladder and 1 hour rated hatch, need complete 05500 for ladders. Please see measurements of the clear opening 22" x ? See sheet specification section 08310/2.02/E A204. Also include specs for the hatch in the for fire rated ceiling mounted Iqatehouse. hatches. 9. Must show attic access ladder and hatch on mechanical plans in relation to AlC equipment, sheets Ladder and hatch already shown on M401, and M402. sheets M401 and M402. 10. Porte Cochere shall be not less than 20 ft. of unobstructed width, able to withstand live loads of fire apparatus, and have a minimum of 13 ft. 6 in. of Porte cochere clearances are 29'-4" vertical clearance. horizontal and 13'6" vertical 11. Sheet A802 section at Trash Chute Cap. No trash Revised title of drawing to "Linen chute is indicated on the plans, please clarify. Chute Cap" 12. Sheet A803 section 3 plans show 48" balcony railing and section 4 on same sheet shows 42" Note on drawing 3 has been revised balcony railinq, please clarify. to eliminate conflict. Please see specification section 13. Provide railing specs. 05520 for railings. 14. Fire pump room, see attached sheet for Fire pump room has been revised to specifications. comply. powell design group inc. Page 1 of 2 2/22/2005 9:25 AM Residence Inn Cape Canaveral Fire Marshal Review Comments and Responses 15. All penetrations from mechanical and storage rooms into and thru corridors must have fire dampers. Sheets M101, M103, M201, M203, M301, M302, M401, and M402 (this will also include any penetration attire walls with mechanical ducts in any areas). Also show access to fire dampers in shaft (between floors). Fire dampers will be required on AlC penetrations out of the shaft walls. Fire dampers added. 16. All air handling equipment greater than 2000 cfm requires a duct smoke detector. Show all areas on plans. Duct detectors added 17. Add exit signs at the base of the 1st level stairs with more than one door to clarify the exit door. Sheets E101, and E103 (stairwells A, B, and C). Exit siqns added. 18. Provide UL approved firewall penetration details for mechanical, plumbinq, and electrical. Duct detectors added .....; ,;; 'va.:>v , 14560 for specifications. Please see 19. Provide specifications on linen chute and show fire protection drawings for sprinkler sprinkler riser inside chute. riser. 20. Provide clearances between exhaust fans and roof sheet M603. Clearance dimension added. 21. Emergency maps shall be located in accordance with NFPA 101 28.7.4.1 and 28.7.4.2. Added note to sheet A602 22. Employees of hotels shall be instructed and drilled in accordance with NFPA 10128.7.1.1 and 28.7.1.2 Documentation will be provided prior please provide this documentation at C.O. inspection. to C.O. 23. There does not appear to be any lighting or emergency lighting in the attic space for the maintenance and repair of the sprinkler system. Liqhtinq has been added. powell design group inc. Page 2 of 2 2/22/2005 9:25 AM Residence Inn Cape Canaveral Fire Marshal Review Comments and Responses Review Comment Response 1. All plans must be signed and sealed. Will comply 2. All architectural notes that refer to the trusses and 5/8 decking shall note them being constructed of fire Notes have been revised to eliminate retardant wood. references to FR wood 3. Sheet S402 Sec. 6 the % plywood flooring for the Notes have been revised to eliminate catwalk must be constructed of fire retardant wood. references to FR plywood 4. General notes sheet S101 06115 plywood sheathing, and 06190 wood trusses, must note them Notes have been revised to eliminate beinq constructed of fire retardant wood. references to FR plywood 5. Sheet A001 and E010 must show 20' ingress and Please see civil drawings for egress as shown on the approved site plan. dimensioned paving. 6. Sheets A101 thru A104 must show fire rated walls Please see sheet A002 for fire '1 and 2 hr walls). ratinqs of one and two hour walls. 7. Provide sign on the 4th floor mechanical room door "atticaccessihside"~ Added hbtelb sheet Al04 8. Provide complete specifications on attic access Please see specification section ladder arid 1 hour rated hatch, need complete 05500 for ladders. Please see measurements of the clear opening 22" x ? See sheet specification section 08310/2.02/E A204. Also include specs for the hatch in the for fire rated ceiling mounted Iqatehouse. hatches. 9. Must show attic access ladder and hatch on mechanical plans in relation to AlC equipment, sheets Ladder and hatch already shown on M401, and M402. sheets M401 and M402. 10. Porte Cochere shall be not less than 20 ft. of unobstructed width, able to withstand live loads of fire apparatus, and have a minimum of 13 ft. 6 in. of Porte cochere clearances are 29'-4" vertical clearance. horizontal and 13'6" vertical 11. Sheet A802 section at Trash Chute Cap. No trash Revised title of drawing to "Linen chute is indicated on the plans, please clarify. Chute Cap" 12. Sheet A803 section 3 plans show 48" balcony railing and section 4 on same sheet shows 42" Note on drawing 3 has been revised balconv railinq, please clarify. to eliminate conflict. Please see specification section 13. Provide railinq specs. 05520 for railinqs. 14. Fire pump room, see attached sheet for Fire pump room has been revised to specifications. comply. powell design group inc. Page 1 of 2 2/22/2005 9:25 AM Residence Inn Cape Canaveral Fire Marshal Review Comments and Responses 15. All penetrations from mechanical and storage rooms into and thru corridors must have fire dampers. Sheets M101, M103, M201, M203, M301, M302, M401, and M402 (this will also include any penetration of fire walls with mechanical ducts in any areas). Also show access to fire dampers in shaft (between floors). Fire dampers will be required on A/C penetrations out of the shaft walls. Fire dampers added. 16. All air handling equipment greater than 2000 cfm requires a duct smoke detector. Show all areas on plans. Duct detectors added 17. Add exit signs at the base of the 1st level stairs with more than one door to clarify the exit door. Sheets E101, and E103 (stairwells A, B, and C). Exit siQns added. 18. Provide UL approved firewall penetration details for mechanical, plumbinQ, and electrical. Duct detectors added I i":, ;io; ,; 'vc:Avv vvv vv'",,'v' 14560 for specifications. Please see 19. Provide specifications on linen chute and show fire protection drawings for sprinkler sprinkler riser inside chute. riser. 20. Provide clearances between exhaust fans and roof sheet M603. Clearance dimension added. 21. Emergency maps shall be located in accordance with NFPA 10128.7.4.1 and 28.7.4.2. Added note to sheet A602 22. Employees of hotels shall be instructed and drilled in accordance with NFPA 10128.7.1.1 and 28.7.1.2 Documentation will be provided prior please provide this documentation at C.O. inspection. to C.O. 23. There does not appear to be any lighting or emergency lighting in the attic space for the maintenance and repair of the sprinkler system. LiQhtinq has been added. powell design group inc. Page 2 of 2 2/22/2005 9:25 AM Residence Inn Cape Canaveral Fire Marshal Review Comments and Responses Review Comment Response 1. All plans must be si ned and sealed. Will compl 2. All architectural notes that refer to the trusses and 5/8 decking shall note them being constructed of fire Notes have been revised to eliminate retardant wood. references to FR wood 3. Sheet S402 Sec. 6 the % plywood flooring for the Notes have been revised to eliminate catwalk must be constructed of fire retardant wood. references to FR pi ood 4. General notes sheet S101 06115 plywood sheathing, and 06190 wood trusses, must note them Notes have been revised to eliminate bein constructed of fire retardant wood. references to FR pi ood 5. Sheet A001 and E010 must show 20' ingress and Please see civil drawings for e ress as shown on the approved site plan. dimensioned pavin . 6. Sheets A 101 thru A 104 must show fire rated walls Please see sheet A002 for fire 1 and 2 hrwalls . ratin s of one and two hour walls. 7. Provide sign on the 4th floor mechanical room door "attic access inside". 8. Provide complete specifications on attic access Please see specification section ladder and 1 hour rated hatch, need complete 05500 for ladders. Please see measurements of the clear opening 22" x ? See sheet specification section 0831 0/2.02/E A204. Also include specs for the hatch in the for fire rated ceiling mounted atehouse. hatches. 9. Must show attic access ladder and hatch on mechanical plans in relation to AlC equipment, sheets Ladder and hatch already shown on M401, and M402. sheets M401 and M402. 10. Porte Cochere shall be not less than 20 ft. of unobstructed width, able to withstand live loads of fire apparatus, and have a minimum of 13 ft. 6 in. of Porte cochere clearances are 29'-4" vertical clearance. horizontal and 13'6" vertical 11. Sheet A802 section at Trash Chute Cap. No trash Revised title of drawing to "Linen chute is indicated on the plans, please c1arif . Chute Ca " 12. Sheet A803 section 3 plans show 48" balcony railing and section 4 on same sheet shows 42" Note on drawing 3 has been revised balcon railin ,please c1arif . to eliminate conflict. Please see specification section 13. Provide railin sees. 05520 for railin s. 14. Fire pump room, see attached sheet for Fire pump room has been revised to specifications. campi. powell design group inc. Page 1 of 2 2/22/2005 9:25 AM Residence Inn Cape Canaveral Fire Marshal Review Comments and Responses 15. All penetrations from mechanical and storage rooms into and thru corridors must have fire dampers. Sheets M101, M103, M201, M203, M301, M302, M401, and M402 (this will also include any penetration of fire walls with mechanical ducts in any areas). Also show access to fire dampers in shaft (between floors). Fire dampers will be required on AlC penetrations out of the shaft walls. Fire dampers added. 16. All air handling equipment greater than 2000 cfm requires a duct smoke detector. Show all areas on plans. Duct detectors added 17. Add exit signs at the base of the 1 st level stairs with more than one door to clarify the exit door. Sheets E1 01, and E103 (stairwells A, 8, and C). Exit signs added. 18. Provide UL approved firewall penetration details for mechanical, plumbinQ, and electrical. Duct detectors added In, 'r' ,,,...'-',, II ~vvLlUII 14560 for specifications. Please see 19. Provide specifications on linen chute and show fire protection drawings for sprinkler sprinkler riser inside chute. riser. 20. Provide clearances between exhaust fans and roof sheet M603. Clearance dimension added. 21. Emergency maps shall be located in accordance with NFPA 101 28.7.4.1 and 28.7.4.2. Added note to sheet A602 22. Employees of hotels shall be instructed and drilled in accordance with NFPA 101 28.7.1.1 and 28.7.1.2 Documentation will be provided prior please provide this documentation at C.O. inspection. to C.O. 23. There does not appear to be any lighting or emergency lighting in the attic space for the maintenance and repair of the sprinkler system. LiQhting has been added. powell design group inc. Page 2 of 2 2/22/2005 9:25 AM CAPE CANAVERAL VOLUNTEER FIRE DEPARTfvlEm Serving the city of Cape Canaveral & CaJlaveral Port Authority Plan Review To: Todd Morley, Building Official Christopher P. Cortellini, Operations Manager From: Tim Reaves, Fire Inspector / Re: Residence Inn Date: February 1, 2005 I have reviewed the construction plans and have the following comments - 1. All plans must be signed and sealed. 2. All architectural notes that refer to the trusses and 5/8 decking shall note them being constructed of fire retardant wood. 3. Sheet S402 Sec. 6 the % plywood flooring for the catwalk must be constructed of fire retardant wood. 4. General notes sheet S1 01 06115 plywood sheathing, and 06190 wood trusses, must note them being constructed of fire retardant wood. 5. Sheet A001 and E010 must show 20' ingress and egress as shown on the approved site plan. 6. Sheets A 101 thru A 104 must show fire rated walls (1 and 2 hr walls). 7. Provide sign on the 4th floor mechanical room door "attic access inside". 8. Provide complete specifications on attic access ladder and 1 hour rated hatch, need complete measurements of the clear opening 22" x ? See sheet A204. Also include specs for the hatch in the gatehouse. 9. Must show attic access ladder and hatch on mechanical plans in relation to AIC equipment, sheets M401, and M402. 10. Porte Cochere shall be not less than 20 ft. of unobstructed width, able to withstand live loads of fire apparatus, and have a minimum of 13 ft. 6 in. of vertical clearance. 11. Sheet A802 section at Trash Chute Cap. No trash chute is indicated on the plans, please clarify. 12. Sheet A803 section 3 plans show 48" balcony railing and section 4 on same sheet shows 42" balcony railing, please clarify. 13. Provide railing specs. 14. Fire pump room, see attached sheet for specifications. 15. All penetrations from mechanical and storage rooms into and thru corridors must have fire dampers. Sheets M1 01, M103, M201, M203, Station;'1 190 JACKSON AVENUE. CAPE CANAVERAL, fLORIDA 32920 . (321) 783-4777 . FAX: (321) 783-5398 Station;t2 8970 COLU1'vIBIA ROAD $ CAPE FLORIDA 32920 ~ 1) 783-4424 . FAX: (321) 783-4887 M301, M302, M401, and M402 (this will also include any penetration of fire walls with mechanical ducts in any areas). Also show access to fire dampers in shaft (between floors). Fire dampers will be required on AIC penetrations out of the shaft walls. 16. All air handling equipment greater than 2000 cfm requires a duct smoke detector. Show all areas on plans. 17. Add exit signs at the base of the 1 st level stairs with more than one door to clarify the exit door. Sheets E1 01, and E103 (stairwells A, B, and C). 18. Provide UL approved firewall penetration details for mechanical, plumbing, and electrical. 19. Provide specifications on linen chute and show sprinkler riser inside chute. 20. Provide clearances between exhaust fans and roof sheet M603. 21. Emergency maps shall be located in accordance with NFPA 101 28.7.4.1 and 28.7.4.2. 22. Employees of hotels shall be instructed and drilled in accordance with NFPA 101 28.7.1.1 and 28.7.1.2 please provide this documentation at C.O. inspection. 23. There does not appear to be any lighting or emergency lighting in the attic space for the maintenance and repair of the sprinkler system. 105 Polk A'Ie. Cape Canaveral, FL 32920 - (321) 868-1222 (321) 868-1247 (fax) : . .", - ~ Fax To: Mr. Chrtstopher P. Cortellini From: Todd Morley, Building Official Fax: (407) 475-0801 Pages: 3 incl. cover Phone= (407) 475-0800 Date: February 3, 2005 iRe: Fire Dept. review cc: o Urgent o For Review D P~~ Comment o Plea:!!;e Reply D PI..e Recycle Dear Mr. Cortellini, Please find attached the Fire Dept review of the submittal for Residence Inn. You contact the of Fire at 783-4777 for clarification of any of the items of the review. Todd Morley Official of Canaveral 105 Polk Ave I FORM 85(;.(';40-24 SYSTEMS PLANNING ] li93 Page 1 of 4 STATE OF FLORIDA DEPARTMENT OF TRANSPORTATiON PROPOSED STATE mGHWAY ACCESS CO:N'NECTION NOTICE OF ThIENT TO ISSlJE PERMIT NOTE: THIS NOTICE OF INTENT IS ONLY VAUD FOR 1 YEAR FROM SIGNING DATE IN PART 6 I ! I PART 1: APPLICATION ll>i'FORi"L.4.TION I I i ~ i I , I i I APPLICATION NlJlVIBER: 04 A 590 0092 ! I i I I Project Name: RESIDENCE I"N"'N ; I I I State Road Name/Number: SR-AIA ! i I Section Number: 70080 i I ! I Maintenance Office: JACK WEST, BREVARD OPER.<\TIONS PER~lIT IvV\NAGER i ; i i Permlt Staff Represenmtr.e i Applicant: AlA Acquisition Group I (Responsible Officer): Roger Dobson. President j ! Mailing Address: 32:?..:i N',:.<\tiantic Avenue Cocoa Beach,. Florida 32931 ! City State Zip I I '"= t i Telephone: i I I I I I I I PART 2: NOTICE OF INTENT TO ISSlJE PERi'\fIT I I I i , YOU ARE HEREBY ADVISED: I I The Florida Department of Transportation has completed its review of the subject connection permit I I I Application received 12/13/2004 consistency with Rule Chapter 14-96, Rule Chapter 14-97, and current I Department spacing, location and design criteria and hereby issues this "Notice of Intent" to: I I I I ! Issue the subject permit consistent with the permit Application. ! I , ; I i I I X Issue the subject permit consistent with the permit Application and subject to the attached I ~~~. I I I , This notice of intent to issue a permit does NOT constitute Department permit issuance. The permit will be 1 I issued after the ~ermittee sh~ws proof ~hat a valid loc~ governrnen~ develo?~ent approval or d~velop.ment I order has been gIven to the SItes served. by the connection a.Tld speCIal proVIsIons ot the approval consIstent i wit!l the permit applications and conditions previously noted. I N . I 1 0 connectIon work on the right-of-way shall be initiated until the Department Permit is actually issued. I I Any changes to the site(s) plan will require re-evaluation of the connection(s). This notice is onlv valid one I i . .... -.,! f I year. from the date of issuance. and can only be ext~n~ed with ~ppr:)V~ by ~the De~artment fa: ,problems. ,I I outsl~e the c~mrol of the applIcant pursuant to RUle 14-96. TIns Notlce or Intent IS rransferaoie as spec1f'iea I only ill Rule A-96, FAC. I Continued next page FOR.M 850-040-24 SYSTEMS PLANNING 11193 Page 2 of4 . I I PART 3: COl\l)ITIONS ! i ! i I I Conditions to be met before Permit will be issued: I I I ! Standard: I I ! i I 1. Development approval from the appropriate 1<)';:al government consistent with. the Notice of Intent to Permit; I i i 2. Assurance of performance pursuant to Section 334.187 Florida Statutes (if required) I i I ! 3. Notification of aU known right of way users affected by the connection(s) i ! 4. Compiiance with drainage requirements in Administrative Rule 14-86 F_A.C. I I ! OTHER CONDITIONS I I I ! Special Provisions i I I I ! 1. Submit Security Assurance, Performance Bond, Letter of Credit, or Cash Bond, Reference Rule 14-96 (exa.!TIple I I attached). Please review the submitted cost estimate, total amount appears low. Please include asphalt friction course i I FC-5. Bermuda sod - labor, material testing is part of construction, therefore should be induded in cost estimate. I I I I I I I , ! i I I I ! I I I I I ! ! I I I I I I I I Use Additional sheet if necessa.ry I I I I , I FORi\! 850-04D-24 SYSTEMS PLANNING 11/93 Page 3 of 4 PART 4: NOTICE OF DEPARTMEl\'T AUTHORITY I L AU approved connection(s) and turning movements are to the Department's continuing authority to revoke or modify such I "'''''''''"'"''' e, "',,'og movemenLy '0 "'d" "' Protec, "'rety "'" tn<ffk 0""'00'" on the "M. rughw>y '" State Highway Sy_. n-""'''''rtation Control F...trres in the 'late ,igh' of way. Y""'P"rtaOoo 'oo"ol f",",,~ io ,he Dep_', 'ight of way, I ! 2. I , 'ochuOog, b", =, '"ol,,,,, 'D. tr'ffie 'igmJ" medl=. modl.. operung', 0' aD)' atite, "''''portaOoo "'''''''' t\,u_ DC m~,"= in I I ~ tbe state of \vay. areoperatroI'"illland of [he State and are not"rne-alls of access~ The I I =y i","'''. '~=ve 0' modify ..y p-", 0' ",""e 'm",po_oo "'n'mt f~""e in the ,tate "gh, '" W'y rueh " modi'n i I ! I traffic COntrol. device or a feature affecting turning movements through a connection, to make to promote safety in the right I ( of way or efficient traffic operations on the highway. I I I -1 r PART 5: DEPARTMEl\'T CONTACT = l NAME: I ADDRESS: I PHONE: SIGNA TURE OF DEPARTMENT OFFICIAL: PRINT OR TYPE NAME: PRINT OR TYPE POSITION: DATE: PHONE: (321) 690-3241 ~~-= FORM 850-040-24 SYSTEMS PLANNING lI!93 Page 4 of 4 I I I PART 7: APPEAL PROCEDURES i I YOJl may reqJlest a formal proceeding pllfSuant to Section 120.57(1), Flonda Statutes, tf YOli disagree With the tacts stated ill notIce of mtent to ISsue I I permit(hereinafter "The Notice"). If you do not disagree with the facts stated in The Notice, or if you would prefer an informal proceeding, you may request an ! I I informal proceeding pursuant to Section 120.57(2)~ Florida Statutes. You must mail or deliver the written request to: ! i 1 Clerk of Agency Proceedings i I I I Department of Transportation I Haydon Burns Building i 605 Suwannee Street, M.S. 58 ! Tallahassee, Florida 32399-0458 I ! I ! The written request for an administrative proce.."liing must conform to t'Je requirements of Rule 28-5.201, Florida Administrative Code, and must be received no !Iater than 30 days after you have received The Notice. If a timely written request for fu'1 adulinistrative proceeding is not received, The Notice will become I conclusive arId finai and Department action will be taken as stated in The Notice. I i i I I THE \VRITTEN REQ1JEST MUST CONTAIN THE FOLLOWING: I I I Your name, address and telephone number, and the Department application number. ; 1. I t i ; I I t 2. An explanation of how you are affected by the action described in The Notice. i I 1 ; I 3. A statement of how and when you received The Notice. I i i 4. A statement of whether you disagree with the facts stated in The Notice and, if so, what facts are disputed. I I 5. A statement of whether you disagree with any non-factual matters in The Notice (e.g., policy or legal statements) and, if so, what I ! I non-factual matters are disputed. I I i 6. A statement of the basic facts that support opposition or modification to the action to be taken under The Notice. I i I i i I I I 7. A statement identifying any rules or statutes that are relied upon to support opposition or modification to the action to be taken i under The Notice. I I 8 A statement of the relief that you seek. I 9. A statement whether you are requesting a formal or informal proceeding. ** I I I I I I 10. A statement of any other information that you contend is materiaL ! I I I 11. A complete copy of The Notice, including this Notice of Appeal Rights. I **FOR.l\1AL VS. n...'FORMAL PROCEEDING You may request either a formal proceeding pursuant to Section 120.57(1), Florida Statutes, or an informal proceeding pursuant to Section 120.57(2), Florida Statutes. However, to be entitled to a proceeding, there must be disputed issues of materials fact (i.e., facts at issue i I that are relevant under law or agency rule). If there are no dispute-d issues of material fact, an proceeding will be held. expressly request a formal proceeding, 'lour request will be treated as a request for an informal proceeding. I If a form,!! is requested and it is determined that you are entitled to a formal hearing, this matter wiil be referred to th.e Division of I Administrative Hearings, where you may present witnesses and evidence and cross examine other witnesses before a hearing officer, who will I . issue a recommended order that will be reviewed by the Secretary of Transportation. You will be notified of the time, place and date of the i hearing by the Division of Administrative Hearings. i I I If an informal proceeding is held, you will have to provide the Department \vit.'l any written documentation or legal argll..'11ents which you wish I the Department to consider. If vou wish to make an oral oresentation (in Derson or bv telephone). vou must so state in your request for an I informal proceeding. You will be notified as to the time period within which to submit written documentation as wen as a date at which an oral I presentation may be made if you have requested such an opportunity. i I ! I I RECYCLED *' PRIVATE PROVIDER - PLAN REVIEW AFFIDAVIT Private Provider Firm: Bureau Veritas - Berrvman & Henil:!ar Private Provider: Alfonso Zacour Address: 1221 W. Colonial Drive, Suite 300 - Orlando, Florida 32804 Berryman & Henigar Phone: 407.426.8994 Fax: 407.426.8977 I hereby certify that to the best of my knowledge and belief the plans submitted were reviewed for and are in compliance with the Florida Building Code and all local amendments to the Florida Building Code by the following affiant, who is duly authorized to perform plans review pursuant to Section 553.791, Florida Statute and holds the appropriate license or certificate: Name: Alfonso Zacour Florida License/Registration/Certification Number: AR91999 { ( - Date: 3 I /4 I CJS I I Signature of Reviewer: SWORN AND SUBSCRIBED before me by Alfonso Zacour being ersonally known to me and who, being fully sworn and cautioned, state that the foregoing is t ue and correct to the best of his/her knowledge or belief. ~ ~7 . /f) I'C i) Le_ L. ~;;J H~~ ~~ Signature of Notary Printed Notary Name Notary Public: Notary Stamp Below r.......................lll........T I "..1511 : NICOlE L ZESSIN : My Commission expires: 7 II "i / D Y : ~,Ut'It,~ Cotnrrtt :: : S<\~'1P~~1. ~ . : [fl~':'~ Expiras111412OO8 i : t~f?l Bonded Ihru (800)432-4254: iUij':"~~~~~~.'~' ..., .r:',;-'t;a Notary Assn..lnc : ..$11I.. """'li"'."..""..l>4.&1II~.IIi.llIfIla.llI....,l"'l Contractor Name: W elbro Corporation Project Address: Atlantic A venue, Cape Canaveral, Florida Parcel Tax ID: 24-37-15-00-00025.0 & 24-37-15-00-00829.0 l ~y OF CAPE CANA VEl L AUTHORIZATION FORM City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920 (321) 868-1222 (You may download this authorization: www.mytlorida.com/cape. You may fax to: (321) 868-1247. Date: ~...tS-oS Permit #: * CONTRACTORS AND SUBCONTRACTORS - PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION. Company Name: ""e...~Q ~ tl . "'" ,... ~ e:-p I, ~O(..L E.. 1-(0. L.h\ &S , hereby authorize I"D Ii r>ol ey (State License Holder's Name PLEASE PRINT) (Authorized Person - PLEASE PRINT) to obtain a permit on my behalf under my state license as issued by the Department of Business and Professional Regulation, Construction Industry Licensing BoardC'G C 0 lies s , (State License Number) for the job site described below. * For blanket authorization, do not complete. Type of Permit * AlA; A~Vl'.,t,<M. (;fQ'j LL P "X Building Name 0 Property Owner Plumbing * 815~1 A6T;tJl./#t v( Blt/I Electrical Address of Job Site Mechanical Roofing ':~1:~ License Holder Swimming Pool Specialty Structure Other - Specify: For Notary use only: State of Florida, County Sworn and subscribed before me this day by @ who produced identification: or o".. is personally known to me. r NOTARY PLllU(.S1ATE OF FLORIDA Seal: ~ TERRY MILLAN COMMISSION # 00366818 EXPIRES: DEC. 08, 2008 Bonded Thru Atlantic Bonding Co., Inc. G:\Bldg.Dept.Forms\Authorization Fonll This form may be duplicated. r"jl\F'SHf\ PF' ID':';EDt~ PA';E [12,/ r.r::: .' CITY OF CAPE CANAVER.A.L .... · ... Cfty"c.o<c~~:::~,T~?..~ ~:a:~" 'L"'" (J21) 86s..1221 (You may download this aul:ilorizatiM: .Y.t~I1V.my!l(ljida.l.:OJnJ~. YOll may tlu: roc (321) 868.J247. Date: March 1 !-!.".~O~ ~_ Pemlit #: CONTRACTORS AND SUBCO:t-.1RJICTORS - PLEASE HA.VE YOUR SIGNATURE NOTARIZED AND SUB1/UT THIS FORM WITH THE PERMIT APPLICA'nON. COmpany Name: Prc~~ssive f:'lumbing~ Inc. 1, _ William _~~_lav:~ot ~~_.____, hereby duth~mle ~~_.!-,~~~?Iey .~,_. (Slate Liconse Holder'" N.lUl' ~ PLEASE PiUNT) (Autilorized !'m"ll- PLEASE NUN!) to obtain a penni! on my beh81funder rny state UrX1:lse as issued by the Department of BusIness and Professlonai Regulation, Construction IIldustry Lk.fmsing Board 8500002132 for the job site described l:: dow .--:;-.--.-.-.;-- ---------.----, A1A Aqulsiton Group Itd lip billLofPeJ;I!Tit I --~,~,---~-~--,__ 'Building '1 Name of Property Ov.11er ~\L Plumbing _., -- ~~ -.!.959 Asi, ronaut Blvd. __________ Electrwal '"__. 1 Addresa of]obSite E Mec~nicIlI___ ..~ -------1 /, --.-::;> RoofIng 'i ,/....... ~~~~":--' S-;.immi~g P.)ol . --. ----, 0~ -,; :::~-- "~-' - --~--------- - ~--_.... I Signature of IJceru;e Holder Speclalty Street lre I Other - SpecifY - . . I, Por Notary use only: State OJ' Florida County cfBreYlVd , . . Sworn and subscribed before mHWe_l!._\iaYQC~~~"_h_> 20 05, by William E. Lawson, II ~~~ Name()f AgJijcant L,J i who produced idenl:ificatjon: "or La" is pe,sonally known to m:..------.---~..-~-- ....1I1........j t &/1 'n'" r~R AU"T'N / Se.al~ ,<t~~~~..;:;:~'". .j. .;;, ~,~! ..l;,.. . _, ______ "'\-i'.r~-,-~,';..~ N t '-. D 'r !:- -.k;',.:: 61,..jQ"1dw_.~", ~...,.__,_ -.-.........""""............__ iE/~'~.\\.;;.t\, 00,; , J,} -:.. . ,.r f - 'C' , nat"lli)- No.tuy 'Publ;c .AJ L,9.t~ ;: l:~~.":M!r(, J{fJih'.l, fl,<',: If\'''S, ',""""PI!:>c ,<8 ~~ 5iJ.} 'C:~"l ,; UD ~ 1 ',2, i ;~ttR,~r,\;.~"" Bond'.:.:;'(:: IV r--l,:;:;orV'::1[ r,,(.)ta~V.A.S5i1 ~",,~,,-.;r'I~'l! a'\BldJl.n .~ ,m.ti4l\\ Por l\ ThI~ for(l),llll1Y be dupli""ted. CITY OF CAPE CANAVERAL AUTHORIZATION FORM City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920 (321) 868-1222 (Y ou may download this authorization: www.myflorida.com/cape. You may fax to: (321) 868-1247. Date: Permit #: CONTRACTORS AND SUBCONTRACTORS - PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION. [ ~ I, F. R~VJc~ gorder/eX , hereby authorize TO /?'7 POL..EY , (State License Holder's Name - PLEASE PRINT) (Authorized Person - PLEASE PRINT) to obtain a permit on my behalf under my state license as issued the of Business and Professional Regulation, Construction Industry Licensing Board J(c.,..OOOO 981 , (State License Number) for the job site described below. 'R f..S ID IiAJc/i ZNA./ -# /oo.:?y,/ >1: /! ..1ft 4-CCi? /.,,{ I 5 177 D IU C; yt.p Kif L:/f>, L l..r --.j Type of Permit Building Name of Property Owner Plumbing X Electrical Mechanical Roofing Swimming Pool Signature of License Holder Specialty Structure Other - Specify: -* Vtr4l'l! ~ 27 ~37 . For Notary use only: State of Florid~,/~~ounty of Brelr~ . , , 200~'~ by Cf;){l n e.... e l30 If! e Sworn and subscribed before me this I ~ t Juay of, tl/\ . J Name of Applicant ~ who produced identification: or , . is personally known to me. +a"~Y.~~e{0 SUSAN D. SCHAFER j il Seal: I ,. ~<< MY COMMISSION # DD 080203 /-<-{ l'--*jl-C~ / ..v I . 0;' . . . ,,'" EXPIRES; Apn120, 2006 Signature - Not~rfPublic At Large U -1)'$OF fla~\ Bonded Tnru Budget Notary Services G:\Bldg.DepLForms\Authorization Form This form may be duplicated. 03/14/2005 15:41 FAX 4074750801 WELBRO flJ 0021002 FROM :CITY 0r CAPE CANAVERAL FAX NO. :321 868 1247 Mar. 11 2005 11:57AM Pl CITY OF CAPE CANAVERAL AUTHORIZATION FORM (''ity of CllPc; Cunavc:m.l Buildinl ~llIlt I~ Polk Avo. Cap" CWlflV~, PL 3292() (311) 868.1222 (You may download this authorization: www,mvflorida.coml.!:aue. You may fax to: (321) 8t>8-1247. Date; .N1r't~b-i t4- , 2$CPC; pcnnjt #; * , CONTRACTORS AND SUBCONTRACTORS. PLEASE HA VB YOUR SIGNATURE NOTARIZED AND SUBMJT THIS FORM WITH THE PERMIT APPLICATION. Company Name:_ ,AtLAN -L~ c.Jc8L,.-_l IJ _S,--___,,____~"~"m__.~"'..~_.~.~"_.-_.._ .. _..__ 1. L~.:i:2:!2/' -]:::>. CuiP_V'ltU . hereby authorize T<, """ fo {1- (SUJU: Ue~ Holdt::r's Namtl P~E I'IUNT) (AlltIlM1v.cd P - PT..:EASB PRINT) to obtain a permit on my behalf under my state license as issued by the Department of . Business and Professional Regulation, Construction Industry Licensing Board (2A cp4 ("7 "1-. S G:::>. (State IicCIl!iC Nwnbcr) for the job slte described below. * For blanket authorization, do not complete. T}1)e of Permit · -AJ A A 1"". It,,,,, a,"., LU f.tt.J/' Building N Bm of Property Owner Plumbing * fjC(51 A6 r;OUA~'t 15&d- ELectrical Address of Job Site Mechanical - H v A c.. Roofing Swimming Pool Specialty Structure Other - Specify; For Notary use oDly; State of Florida, COUDty of Brevard Sworn a.w:f subscribed before me this ~ day of ~, 20 0 5 . by LAf2iZ1 Cw2.11 ~ kl NlLlM of Apphl;lITIt ~ who produced identification: or is onall}: known to me. ""~~~~:;I',,, JOOV BLACK COBB ~~fCw.-- lm"'<- Nolary Public - Stale of Florida Seal; ~ . * . ~ My Commission Expns Mar 1, 2009 ~t itl Commission' 00401627 Jl'1 DFf\:,,'ti . S' lItUN' Notary Publio At LaI1~ 'i,..,,,' Bonded By NatIonal NotIfy. Assn. C :\13 Idg.Depl.rorms\A\lthoriI'AliOll F'O\'Ift ThIs form mil)' be dUl'liollTgi .0 3523~l4d gEi':; M;~r,,,=H\ F'R ID(iE,Jt4 D3/0:=: 1 . HorN, I Abo,H UPS I CQnt>';9t IJPS i Welcome Center UPS Uni _0T~lJ~~"Ti.__ .'" '_'. ,I Tr~(;kb:m Log-in U~mID: Password: I_,____~,:J I] ! fQm()tP?,e~'\i.Vo!~;t ~ rr~l!Y. Trafj\!!tgJ:ilJ.mJ...!:l~!' 1111111 Tli'ack by Tracking Number "t Irli1i!;kt:>y BE;f('renCeNf~inb9 ~ ImPQI:tIo~(;k;ngNblm!J",n' .. View Outails .., I[?lGJd?y.E I1Jf1.U .,A.,~G!'!.!>'iQlJarl!Um\I.l{'!Vz ~ Y9!sL>il,$hipment {j Stl!tus: Dtlllvered .. H~lp Delhl;er~ld um Ma,r 15",2Q05 10:07 .lid!!. '-~4JOO__~ '-IAA:'L....) lcu::atiGlIl: -m~IVER Ol!!lIver'f\d to: CAPE CANAVERAL, Fl.! US Trl'!cklnl~ Number: JH~O 3328 351 S~uvlce Tvpe: NEXT DAV AIR pac:ka91~ PrOgl"l!lSS: DatfIJl --- Time location Activity . M'!.r:...l5.".~Q~5 ROCKI.EDGE, i=l, IJS ---c:::1Q: 0 7 ~,t::L--' OELlVERY 3 :42 AJvl. ROCKLEDGE, "L, IJS OUT FOR DELIVERY Find Answers to Your 3:00 fl..1'1. ROCKLEDGE, r=L, US ARRrV AL SCAN Tracking Questions 12:59 A.M. ORLANDO, Fl_, liS DEPA~'TUR.E SCAN Mar 14, 2005 -+G9tqTr~~~I'J9NI,!t11b.f:r FAQ 10 30 P.!", ORlANDO, FL,. US ARRIVAL SCAN 9:30 PJ'i. LEESBURG, fL" US DEPARTURE SCAN 8:()2 p.r". LEESaURG, Fl, us ORIGIN SCAN 5:54 P.M. LEESBURG, I'L, US PICKUP S0"N Trackinq results proVidEd bV UPS: Mar 16,20051;$3 r,/-t Eastern Time (USA) NOTICE: UPS autherlzes you to use UPS tracking systems sol@ly to track shipments tende you to UPS for delivery and for 110 other purpose. Any oU1..r UGe of UPS trackng systems a inforrnatlc,n 15 strictly proi"iblted. ~.6.Acl;.to._I):drklt,O ~'j.{,rc../itll -t- 69Cls. \9 T9P Cop\'nght @ 1994,20Q5 IJr ited Parcel Selvlc.!< of Arnerlc<i, Inc. All right" res@rved. 3?.\- S(,.8- \2.2.'2-- ::s (;.) 'i http://v\lwwapps.ups.com'WebTracking/processRequest 3/16/2005 O:3/IE./20J5 14: 13 352]9449ElS MN;:>SHA PF IDI,ECJtj Pi';GE 01 lJ3 I~RJ) G R E H S I V c~~] 1" U IV!]l I N_G~LN C--'- 1064 W. HWY 5 (I CLERMONT; FL 34712 35.2-31~4-7171 J.52-394-4989 FAX (A / R DEPT) EMAIL: ROSIE@PROGRESSIVEPLUMBING,COM -_._--"~---------,--,---,---~----- -..- -- --_.. .- -'~---'~---~."'_.._._-'---_.._,----,._.,-_.._--- FACSIMILE TRANSMlTTAI. SHEET T() '.1<(>;,1. 101' RaseJ:l1::tty Hedng (Rosie) ,,' . ....... .. '- ..to (;~)f",n>.:\r'..r\ ')/'.'rI~ C:a Q;:nre.!'0 7/2005 ;:1\;< l',:}~n;.i< OI" P,",-Gl~.:;, iNC!.,U;)lNG COVER 321 3 -_..'-' -~'-"~---"--_.__._--,-_._..__._--- ;:<J,!(};;'JL i~,-,t\'rBEH.; SC,r-.JDCR'S REFJ:RC1<t:n N'L;MBT.:R 222 ------.--. R ;~ "":{OUR RP1'r:~lFl':t~r_ n:)r/BE:';~ o L!1.Z(;:',~[<'l' 0 Rt'VIJ;K OPT.': CiJ'\{'\I'NT o ?J.I:'/\,'~F, R'~PLY o PLf<\SE RECYCLf -'--_._-------~-,. -_..~-~.,------- -----_._~---_. NO'rE;~,. C:C) t'Aiv::-:r,J 1'S Joy', PI~l-sE 5CC att'i1cLcd ~u;:hcJtlzajon form and VI'S contlIInatlon page, TI.1:'lnk. you, Rosie Dept ilI",- .......... ----=- " CITY OF CAPE CANAVERAL AUTHORIZATION FORM City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920 . (321) 868-1222 (You may download this authorization: www.myflorida.com/cape. You may fax to: (321) 868-1247. Date: Permit #: CONTRACTORS AND SUBCONTRACTORS - PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION, I, F ~anC(i' bfJrc!erl cK , hereby authorize / tC7 P'1 POL lZ. r- (State License Holder's Name - PLEASE PRINT) (Authorized Person - PLEASE PRINT) to obtain a permit on my behalf under my state license as issued the of Business and Professional Regulation, Construction Industry Licensing Board lFC~uooo 9F I , (State License Number) for the job site described below. R~SIOliAJc€ :TPAl #/l1tlf'/et ..J Type of Permit ;;I- A JA Ac!.2U ISlnON GfJ.tJlA~L.TD.LI.1- B 'ld' Name of Property Owner U1 mg Plumbing ~ .:B L Vp. Electrical Mechanical Roofing Swimming Pool S 'I S Signature of License Holder pecla ty tructure X Other-Specify: P{t(1L ~r""1. 1f" VIfLVFi.. oo.~ For Notary use only: State of Florida, County of Brevard Sworn and subscribed before me this I\;\~lt . <\lay of-fl/Yl./l , 2V 's~by ,- . . D who produced identification: or ~ is personally known to me. I r i! . . l i \ "RY PUB, SUSAN D, SCHAFeR ! ! r't f . I i.,'\ ,,'0 ......:..c..;/C' MY COMMISS.ION # 0.0 080.203 \ t, {.l :/-c' /A y ;/;7'\ f} ....-"1..... } , ... ->< .. n ?^O^ Ii ./\::.-'-. ~. \..-1''.-/ ".~'--_ ,----" Seal: 'II * '. '. . .., EXPIRES: April 2u. ~\) 0 " I '\ \.1\ o?:; :.~. Jl..",.0'?: Bonded Thru Budget Notary S8n...;~ Signature _ Notarf Public At Larue I } u\- rl:'I?FF\.(J ____ ,~___.__' b \.. j" G:\Bldg.Dept.Forms\Authorization Form This form may be duplicated. CITY OF CAPE CANA VERAL AUTHORIZATION FORM City of Cape Canaveral Building Department 105 Polk Ave. Cape Canaveral, FL 32920 (321) 868-1222 (You may download this authorization: www.myflorida.comlcape. You may fax to: (321) 868-1247. Date: Permit #: CONTRACTORSANDSUBCONTRACTORS-PLEASEHAVEYOURSIGNATURE NOTARIZED AND SUBMIT THIS FORM WITH THE PERMIT APPLICATION. I, r:. KaVlC<L ,l6orde.r/e-K , hereby authorize /O/J? ?OJ..E )- (State License Holder's Name - PLEASE PRINT) (Authorized Person - PLEASE PRINT) to obtain a permit on my behalf under state license as issued Business and Professional Regulatio1l, C01lstrUction Industry Licensing Board E:C- tJooo9f I , (State License Number) for the job site described below. RO-If)~cl[.. ~~ --/0 Q::7o/ '1 -,J Type of Permit l' MA /fCt;?U IJ/77ot--i (}I(o~ L7:f), 1...'- r . } Building Name of Property Owner Plumbing )f O~~~ 0 X Electrical 7M/ p t) l.V r;:.,( Address of Job Site Mechanical C2__ Q Roofing Swimming Pool Signature of License Holder Specialty Structure Other - Specify: ~ (;I- K' Y!H-VE ~ 200;-;;::::: For Notary use only: State ofFloridar~ounty of Brevard 'T) /-) Sworn and subscribed before me this I~,' '11 day of '-/'VI(1}A , 200S' , by t\(] Y)r' e~ I 2 ';.rJ k,)/, ~. /'j i j Name of Applicant ~ who produced identification: or is personally known to me. SUSAN D. SCHAFER ! . 1 i ..., n! {I ! ~,' ! d lOt ',' l Seal: MY COMMISSION # DD 080203 V/{ {/L&~l/ V A/l/1l.a ~t>2. EXPIRES: April 20. 2006 Signature - Not~Public At Large /1 Bonded Thru Budget Notary Services k U .' / G :\B1dg.Dept.F ormslAuthorization Form i / This form may be duplicated. 788 4382 P. 01 lC FAX nHK-J~-iUUb IUt U~:U5 IH Cl . l@~:g~~ 430 \/Ii~<>i Dd'.'€! A~i.lmonte Springs, I"k:rda 32i'74 Ec 0000921 Phone (407) 7as-36M Fa);. (407) 788-4392 Facsimile Date: :JAqAS --~ U4 'lA?# To __k1ff~ ~ - ; ---_.------,.-~...._- From: Lyrme Good - Ex.t. 1236 Fax 407788-4392 Subject. - ~uding this c,(wer letter Pages ~-- -." me '"__ ~A~~fMA~~~/C~JJMM' iJ~.... 1f~~ _. ___ . lAX '_ _ _ . _ ~,- -.- --'----'-~-~--..~-~ ~ -...._"'"'-~----, -------.---- ----.-.......-.--- ~ ~ .. ___.__,M-.______._~...... ---------------. -...--......---.--. ---------------.,.,-.-... ------.------. . -~--_.. -"-- -----.....-...,~~_.. - - MAR-l 08: 06 PM C] TY ELECTR 788 p, CITY OF CAPE CANA VERc'\L AUTHOIUZATION FORl\1 Cit~! of Cape C,'tJl.(jveti,1 Building Departu-""Ilr H15 Polk Ave. C;:,pe Clli.wecal, FL 32920 (321) 868-1222 may download this authorization: }W/YL~tlorida.cotp/I.:;l~_ Y Oil ltlAy rrl:( ro (32 [) 868-124 i. Date. '-________._______.. Penrrit #. __..___________ CONTRAC'TORS "~"iD SUBCONTRACTORS - PLEASE Hi\. VE YOUR SIGNATURE NGTi,.rUZED AND SUBMIT THIS FORM WITH THE PERc\flT APPLICATION. L r: ;(g,I:l(f".Jtwrder/cK".._...___... herebyauthmlze TO I'Y) P Q L. IE r (Str,M Lk~ns, BDldq", N",~, '- PLJ"."SE PRINT) (Aut.lHJ.da:1i t'mon " PLEA:3.lJ PlliNT\ to a. penn!! on my b<i:half under my state license as issued by the Department of and for the job site described belo\\i 'R ts If) Ii^"<:.fi,. :z:.NA/ -- /OUjy'1 ~" ~..-.--~.. '. --. .~ >1: 4211: 1CC2f4. /5 ITlt>l\) r:;JV;~L:TD.I.l. '~ Tvpe ~,f Pt;:t1nU L .. L., '.) , . --~~ c::_'~. -~ t:\"rroe of Property Owner , Bi,mamg c , ~_._w_.__._~~__ Plumbing ,J -'-."-- - ..------ "'~' . ] 'f" Electrical Me~~anicaT-----"-~--'" (2 Q I RootpH) I ., '_u..... ~______ "---, ~' Wlrn,l.LIll" Pool --_..--_._ __.._...:-.....__~_. "_'_'_'__' L-_.. ~ .. -: ~'--------' Silmature of License Holder I :Spec1alty :~tnicra"e Q t- .~~_. .-. Other - Specify: . 0..... --. ~.=,' "".____...__-----1 ~ v~e:l / 2. 75 0/3 '7-= .I ____-1.. · .......-- --...-----. For Notary use only: StaLe of Flonda,_Col.lmy of Bl'eJ;~rd /' " _.) , Swom ~lld subscribed bt.tcn;: me this /.:;, .I1..riay of....1J.t1.:L_, 2f()~-, by 1=--=>,{1 i 1'- e ;;~_r:Li.s3:.!' Clk Name Dl Appjh::llll D who produCed idefttificatwn: ~.,._.__.._____ or ,tSJ is personally kno',l..n to me, J ,. fJ I /I _ . SiJSAN D, SCHAr-S1i \./ { t~. ..' '. ) . / j i ' . V I " .-" 'A';'!' l.5','rr)'''''I~'''IO'J#i'''!:;"J'')'1 /. 'v~.. ", )t:.'~' A_tL/ _.(.--1 / o-!;.,,''-U, , iff "..', IVI:'>'1 r..;.!"\>,_ r. , w"..... ','Vi: ...>"i;~ ; , /' '-- ' i';Xf'iFiES ~p[li 20,2006 / . StgllaE1!t: !\D'f'S"PLbi;"At Ll1'te ,,'. !3..:ni.ti:.f: Trrfi.i 81)10::.1 f'jli(';,r): '5.'''':{'-i!~ / ; / / f G:\Bldg.D~-r)tFD1'!!d'w~l..:diDrl,f~1)n Form Tbij fc.r4lnL~}' bi' d.\.iph.,:;,:,:'ect, MfH~-] b-i::UUb utl: 0'( E1f1 TH I ITY ElEOr:;:IC FAX '10, 7 788 4382 D J CITY OF CAPE CAN~J\ VERA.L AUTIIORIZATION FO~\1 City ofL-:ape C"niJveral 8 ufldif.g lkp,U'Ull€ili 105 Pull.:: AVe. C;qJe C,.tJ.;iV~t;Jl, FL 32920 (311) 868-1222 (Y lyL; may duwnload thlS authorization: ~M>YW Dly.tliJ[ida.cDJ1j~tAA~> You may ffl..>; to: (321) 868..1.247 Date: -_."-~.,.~,'.,. -----,~- Penmt #: -'~~---_.,-- CONTRA.CrORS AND SUBCONTRACTORS - PLEA..$E HA "VE YOUR SIGNATURE NOJiill.JZED AND SUBMIT THlS fOR.;"\1 \VITH THE Pf.H_c\HT APPLiCATION I, _~ K ~aflCL~j)rdericK' , hereby authorize -..L::z:...~ EOLiZ. r (:';""tcLic/mst HDI.:I.c,',N;qo. -I'U'-,\$E f'Rll',Ti (JU:tlltlr1zed. Pcrsro - PLEASE FRlNT) to 0 btain a on my behalf und~r my state licen:~e as issued by the Department of <tad Regulation, COrJslrtU."'110n Board _ E C::J2000 ~9!L__) (Srat.::l LlCC!lS"C N1.:1:d:cr:; for job site described below 'Kfi.S" I () IiNCe ;&PV 'rJ/IIP )'r,;iC) r'"~~ _...,_ '.--'~~'_"~_ ;I- .tilA, ~t<Id-1 ~~Ii O,.:L6f1ttJL4 ~ L TD,Ll ' I '4~:'DLQf.f~Jlnn '_~___ E Building l'\ame 01 Property Uwr"er ~-~--- -_..._---~- 8!i~.!l---d5J l<. Df2d:U g L v.~ Plumbing ~ . ".. .. .._~- r ! Electrll.)tll . , _ .__ Address of Job SHe II I Mecha111cal Q,~ r~ ---"---.....-i~........_......... ~ '__""__~"_''''''_ , Roofing .--.l...----._.___.~__~___.__. I Swimming PI)ol ----,._'-.__.._...._---_.._'-_.._--.,-------"'---~".._,- ._._---t~ .__.__._~.,--- Signature of Holder I Spec::ialty Struct1Jre --1'- . ..-.,.-. - - -- ~ VII-I.. V ff... ~,. 5' ~ LKl Other- Spec_~j: _ FI .(.~ ~L~':....,.J 00 _ For Notary use only: St~te of FlOrleil. COUnlV d Brevard ":~-) /-)\", Sworn "-iH}' SUb6Crib!;d before me this tSt1.~~y of ..-:~~ ,).=~_, 2tC! "s',- fv'1 r1 /'1 p ^-ll[<1 -7 / (f L _:.......:::.:.....o:.........!:_-.:::.:_____ ./. :~~-( I ,_ ,f::-. ri who produced identification, '. . Or 1\411\" 0 [ AppIic",! ~l is personally knovm to mt. -.-------. ---.- SUSAN 0 SCHAFEri .'] ,I I h I MY COMMlSSICX'; )100 ,)~L2(i3 ) " ,J ~ />1 K Y+ / SeBl '" EX"!RES AOf!' 20. 2CDE ~~.."C'"..~ i -\_,/ '/' ~~_","i\.... _/}(, _" "-,_...-~__/ I / 13c"-lcoc .ih~~ 0:.,,:,:;1;[ r~(:(;Wt' f,(~r\,,~;", ./ Sj>;.l1.atUiC " NQ","~ Publ;~ Al Lf:!5dt-t"j I / .' ?" C ;\Bk~3' Dt!pt,porms\.A..uthor!utio:u F C1~'O Thi~ f<JIm Int_y at iupHc.mtd. MAk:- I b-[J[JUb U8: 07 riM TR C lTY ELECTR Ie FfiX'~O. 407 788 4392 P. 04 CITY OF CAPE CANAVERAL A.UTHORIZATION FOR.1V1 City DfCape Canaveral B1.:iiclll~ DCP;4(m"f<1 i05 I'"lk Ace Cape C-l\n~ver"l, FL 32920 (321) 868-1222 Cx' ()u may download this authoriz:Hion:}VW^iv,mvj1ortill\,~, You m:iy fax to: l) 868-1247 Dati.~: __,__________ Permit If' .~______.___ CONTRACTORS AND SUBCONTRJ.~CrORS . PLEASE HAVE YOUR SIGNATURE NOTARIZED AND SLR'vlIT THIS FORM WITH THE PER.TvlIT APPLICATION. I, ~ tf'!:V/~~Qrde.r;,~~__ ,hereby-autborize ._2:-cz,(??_Eol... ,E r (Si.a~~ Lico!t.5r.::' HQ~;'li N.\ml{: - PLE::P..5E PRINif"! (A1l1h.[)flZcd Pc.;';>.OH - r~LE./\S.f P!\JNt) to obtain a perm.lt on my behalf under m.y state licenselS issued by the Department of Business and Professional Regulation, Construction Industry Ucellsing B;)ardlIr:;~.pO()2.'1'~L_. {Stal" l.i~om"" ?{mubcr; for the job site described beJovI. R r;.s II) $.t.t: IL ~,." ... / () {; :7~ '7 f\I- Jype'ofPC~li1 --~.~ 1 l' d:1LL;ic t;;u Ifl77o;'J tlrf.o~ LnJ, I..I...? t......:..... BuIlding --J N:m1.~ of Property Owner "" w__ Phunbin~ ..u___.____~_ If t..tr~rp{ O~,hA.L_~O Elec.t.rtca!....-_7~~f# f!..tLlA;;;' Address of Job Site /) Mec~anical. ---~, _. C~? Q ~. / Rootmg . "- ~_.-.- ---.. . Q. Swimming Pool "j '1 S'. . ~~---- Signature of License Holder ~pecJa ty tructure . Other Specify: - ~~ ---~- ....4. ""7' :=! ._-~ l( )/;114 Vi"~' /A 2. ~o - /7 c.. .), For NotEHY use only: ~tate off10rid,;1[~~~nty of.Br~aJd_~ j' . , ". <""~) _ /'j".. I S'WOm ii.'1C .ubs.;nb.;d beto!e me thIS L~.j I day 01 -_i.. ~ II ~A , 20i1L, tly A?l J Y'ifi'. k;:cdJ/~ r!.Y' ,-- I I Nun. of .'1'1'1':1"'-'" LJ ",..,ho produced identification: .._________.__ or ,~ is personally kmw.ll to me. .' ;"'.. . SUSAN DSCHAfER, , l . " I (J. .I, / Seal: ...,.~~~,,;r'..'~ MtCOI.VIlV:SSiON.'#. D.D'&~..<JO i.. V({./'UJ--/t/ fl. ill _-I" 1, .Ci ,.~~, EJ:.I'~AESAPfll2?200~., !l ,-Sit(nall:.r~-NDI'Il'l'Pllbh"",JL"Tg. Vi -- ..;i I;,. (lo r'};'~Y 8CI~(1c: il~J g1JaQ;~! NGlcr\, 5d"\'~~" . i ~ ./ ~ ::...._......:..:~~=~:.. '...:'-_- ,:::'" - -...,- / / / / G:'B~.D"pl.f~"''r..\Aufu<lriz~tionf''m\ / Tl1is farm m.,. be duplicated. Mar 14 2005 4:00PM HP ASERJET FAX p.l 03/14/2005 15:41 FAX 407415~801 WELBRO ~~02/D02 FRC'M ~Clr'( 0F' CAPe CAN~VERAL Fi=lX 1'lO. =321 8GB 1247 I"a,-. 11 2005 1.1:~'1 F'l .'" CITY OF CAPE CANAVERAL " ,;I~' AUTIIORIZA TION FORM .. ",", ,r c.,. r_~.., ........, .......... ,., ..... ^_ _ c~....... PI. "... (311) 868-122Z (y<lU frlay dnwnload this 8Uthori2aUOO~ !,,"WW<mvflcrida.>.:omI~J)_e, You ma.y fax to.: (321) 868-1241. Dil.t(::,~~ t4", '7';,.4><'1'':; Pc:mUt#;__ _. _ ~.,.. CONntACTORS A..~D SUBCONTRA.CTORS.. PLEASE HA VE YOUR SIONATURE NOTAR1ZED ,,".ND SUBMJT THIS FORM WITH THE PE1:t.\1IT J\.PPLlCATION. CM'n1"lA""Y Name: A-rLA.J--1'\' c..- ,~cn (IJ L. -_or-' _. 1 __._. ___ 1, --1..~i27<".)? . .f:;,u ~ vlf:J ' hereby IUthorl~ It'- ~ ftl' {~fL_~ (SuM tu_I4oIm'1 N~ J'~! t'JUNr) (A1ItIlC\!'ll>.od p;;:J;;.. Pu:..uB l'7....-rp,'T) to obtwu a permit on ray behalf under my stste license ~i$S\.l.M by the Department of BU:!!inA'~S v:td Prof/ill5SionaJ Regulation, COO.lllrUc1lor; Ind.\l.~try Licensing 'Boan;] ~A ~4:_~1 '1. s ':3. ($I:/>tl)~" NlWbcr) fur tne job 9ite described belnw, .. Eor blanket authoriztlti()'fI, do not complete. TypeofP!Ltmit ~..AlA....A.~~~'kauf t.t~M BuiJdirIg --------- Nam" of Pro~ Ovvner P~umbiA.i: ~, ".. . - _ ~ 8'15' J..~ T;cJ/~~'t ./Y.. vc( Buxtrlcal '_ Address of Job Site .,/ MccMnicaJ .., HilA c. '>c !tooting f7 -I S'l'iifimrmna rool _ ~ S~alty Structure O1her - S~t'y; ._,~__ For Notary use omy; SUlk ofPlorlda., C01.mty t...r'9revazd Sworn a.tId Itubscribed before me this..L:l- cia;! of -M~ ._' 200 <5 I by ~'1 Cww I,J NIlolM ct' J'lppfinnt r::J wnCJ productld i~tiiicatjon: _ _ .. _ Of ~. onAll koowD to me, < JOOUlACII: C 8 '. --.-....- ~-~~~ Sea.!. '~"~~Mlr1.2!lOO .:::::... / V'1 ' _.__ c.:o..~. DD<t01&21 z:;/ a' 101..... N_y Palo', AI1..q~ ~ewNalmlll""'Atm O;\l3I4I,DqI.;;.IMtlO\A~J.W F6t'N 'l'kI.s tamll'l'l~Y bt-duplio~ Message Page 1 of 1 Todd Morley From: Joyce Gumpher [jgumpher@alleneng.net] Sent: Friday, March 11,200510:56 AM To: Todd Morley Subject: FW: Residence Inn Traffic Study Review Joyce Gumpher Email: jgumpher@alleneng.net Allen Engineering, Inc. 106 Dixie Lane P.O. Box 321321 Cocoa Beach, FL 32932-1321 Phone: 321-783-7443 Fax: 321-783-5902 --mOriginal Messagem-- From: Ed Gardulski [mailto:egardulski@bellsouth.net] Sent: Thursday, March 10, 2005 12:00 PM To: Joyce Gumpher Subject:: Fw: Residence Inn Traffic Study Review ---- Original Message - From: To: Cc: Sent: Thursday, March 10, 2005 11:46 AM Subject: Residence Inn Traffic Study Review Joe, Please advise the status of Residence Inn Traffic Study review. Purchase Order # 4720 was issued and mailed on February 2, 2005. Sincerely, Cathy Hardy for Ed Gardulski City of Cape Canaveral PO Box 326 Cape Canaveral, FL 32920 (321) 868-1240 or 3/11/2005 Correspondence Page 1 of 1 WELBRO March 14, 2005 Mr Todd Morley City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FI 32920 USA Phone: (321) 868-1222 Fax: (321) 868-1247 Project [0805011] Residence Inn Cape Canaveral Subject Fire Alarm Shop Drawings Dear Mr Morley: We have received and have sent via Overnite delivery four sets of the Fire Alarm shop drawings and cut sheets for the above referenced project for your use in permitting the project. I have also asked Tri City Electric our electrical subcontractor to fill out and send in to you the authorization form for the fire alarm system which is part of their responsibility. upon your review should you have any questions then please give me a call. Sincerely, Chris Cortellini Operations Manager cc Roger Dobson (AlA Acquisition Group, Ltd., LLP) Phone: (321) 799-4099 Fax: (321) 784-7812 Correspondence 00080 No. WELBRO Building Corporation 2301 Maitland Center Parkway, Suite 250 Maitland, FL 32751 Phone: (407) 475-0800 Fax: (407) 475-0801 file://C:\Documents%20and%20Settings\toddm\Local%20Settings\Temporary%20Intemet... 3/14/2005 Page 1 of 1 Todd Morley From: CCortellini@welbro.com Sent: Tuesday,. March 15, 2005 11 :39 AM To: morley-cape@cfl.rr.com Subject: Receipt of information Todd: Please give me a call to review your status of issuing the Main Building Permit. As we are trying to schedule the Auger CAst pile rig to begin driving piles for Monday. Thanks Chris Cortellini Operations Manager Welbro Building Corporation 407 - 475-0800 fax 407-475-0801 3/15/2005 03/07/2005 09:46 FAX 4074750801 WELBRO 1ll00l/002 WELBR6' March 7, 2005 Mr. Ron Brown Powell Design Group, Inc. 303 East Par Street Orlando, FL 32804 Phone: (407) 622-6882 Fax: (407) 622-6883 Project (OB05011] Residence Inn Cape Canaveral Subject Test Pile Results Dear Mr. Brown: Attached please find PSI letter dated March 4, 2005 regarding the successful results for the Augercast pile load test. Upon your review should you have any questions then please give Lance Reaves of PSI or myself a call. &lY' I Chris Cortellini Operations Manager LX: Roger Dobson (AlA AcquisitIon Group, Ltd., LLP) Phone: (321) 799-4099 Fax: (321) 784-7812 Todd Morley (City of Cape Canaveral) Phone: (321) 86B-1222 Fax: (321) 858-1224 Erin Lee (Powell Design Group, Inc.) Phone: (407) 622-6882 ext. 109 Fax: (407) 622-6883 Chris Scroggins (R L Plowfiefd & Associates) Phone: (407) 657-6657 Fax: (407) 657-8480 Correspondence 00051 No. WELBRO Building Corporation 2301 Maitland Center Parkway, Suite 250 Maitland, FL 32751 Phone: (407) 475-0800 Fax: (407) 475-0801 03/07/2005 09:47 FAX 4074750801 WELBRO flI002/002 I MAR 04 200S i'7! 17 FR PS I ORI..J1NOO CQNSTR SU 407311345561 TO 40'74'?SeJ8lai p.e2/02 It:i~;lInfonnation . 1:t!.'fiiiI1..To Build On ......t.I~ · ~ntI · ... March 4, 2005 Mr. Chris Cortil1ini Welbro Construction Co. 2301 Mai11and Center Parkway Suite 250 Maitland. Florida 32751 Rlt: Preliminary Report of Pile Load Testing Residence Inn, Cape Canaveral, Florida PSI Proj eet No. Dear Mr.Cortillini: In re$pODSO to your request. Professional Service Industries, mc. (pSI) has conduoted a pile load test for axial compression at the Bubjeet project. This letter is intended as a proliminary report of' oW" findings. A formal. dctailed, technical report is to follow. On February 28.2005. PSI representatives conducted axial compressive loading of pile 1# 1272 within the project. This pile was selected rrom four lest piles that were installed to depths of 80 feet below rhe ~ uade on February 17. 2005. Loading of the pile was performed. utilizing a calibrated hydraulic ram, provided by the piling contractor .John ~uder. The testing was performed in aceordancc with ASTM D1143. The piles are reportedly designed as 78-ton . C3plOity and the test was performed to an ultimate loading of 157.8 tons. 6lightly more than twic;e the design load The &Yflrage measured deflection un4er ultimate load was 0,131" and the average measured net settlement was 0.049", It is our opinion that this tC&t result indicates that tbe pile as installed will perform in accordance with the foundation design. We trust that this initiai report of oW' findings is satisfactory for your inunediate needs. If you have any questions, please feel free to call. Sincerely. ProfC'Ssional Service Industries. Inc. ~ ~ R.. Lance Reaves Department Manager PI'O/e&eional Service Il"Idu~ tnc, . 174Cl 33R:I Street. OI1ando, Fl32S3e. Phono 4O'1l304-sS6O . Fall; 407/304-5581 Fl f!nglns$l'lng BI.l!in8!Is SSS4 I ** TOTAL PAGE .82 ** WELBRO BillLDING CORPORATION March 3, 2005 Mr. Todd Morley City of Cape Canaveral 105 Polk Avenue Cape Canaveral, Fl 32920 Reference: Permit submission - Residence Inn Cape Canaveral Dear Todd: The project team has submitted the following Design and Engineering documents for use in obtaining the Site Development and Main Building permits for the Residence Inn Project. . Civil Design . Building HV AC Design . Landscaping Design . Building Fire Protection Design . Irrigation Design . Building Electrical Design . Storm water and potable water Design . Threshold Inspection Plan . Architectural Design . Soils reports . Structural Design . Application for permit . Building Plumbing Design . List of subcontractors Weare in the process of having the specialty subcontractors prepare shop drawings for the concrete frame shoring and the fire alarm system. These shop drawings are scheduled to be available by March 11, 2005 for submission to you. We have attached the re-shore plan for your review. We have completed the test pile program and have received a positive result, which will allow us to begin production piles as soon as we receive your authorization to proceed. Should you issue us the appropriate permit, we are scheduled to clear the remaining vegetation, grade the building pad and will be ready to drive piles on March 21,2005. Weare requesting your final review of the documents and issuance of a building permit that will allow us to proceed with this project. Should you have any questions or need clarification, then our team is ready to meet with you to assist in resolving them. Thank you for all your cooperation and assistance in this process. Sincerely, WE~BRO BUIL~~~RPORAT:ON ~~- Chris Cortellini Operations Manager CC/msr 2301 MAITLAND CENTER PARKWAY, SUITE 250 · MAITLAND, FLORIDA 32751 · 407-475-0800 · FAX: 407-475-0801 Branch Office: Pigeon Forge, Tennessee I Transmittal I Project [0805011] - Residence View Date 3/8/2005 Inn Cape Canaveral WELBRO Building Corporation 2301 Maitland Center Parkway, Suite 250 Transmittal No. 0805011- Maitland, FL 32751 00039 Phone: (407) 475-0800 Fax: (407) 475-0801 To Mr Todd Morley Date 3/8/2005 City of Cape Canaveral Items listed are being sent 105 Polk Avenue [J Enclosed Cape Canaveral, FI 32920 USA Under Separate Cover Phone: (321) 868-1222 CSI Code 03100 - Concrete Formwork Fax: (321) 868-1247 From Mr. Chris Cortellini (WELBRO Building Corporation) Subject Form Work shop drawings We are transmitting the following to you: [J Product Data Samples Shop Drawings [J O&M Manuals [J Plans [J Architectural Drawings [J Letters Specifications [J Prints [J Addenda [J Engineering Drawings [J Change Orders [J Submittal Items Description Reason Form Work Shop Drawings For Review and Comment Remarks Attached are the Signed and Sealed Form Work shop drawings for your review. should you have any questions then please give me a call. Cell 407-832-2687. Thanks Chris Received By Printed Name Date I Transmittal I Project [0805011] - Residence View Date 3/14/2005 WELBRO Inn Cape Canaveral WELBRO Building Corporation 2301 Maitland Center Parkway, Suite 250 Transmittal No. 0805011- Maitland, FL 32751 00046 Phone: (407) 475-0800 Fax: (407) 475-0801 To Mr Todd Morley Date 3/14/2005 City of Cape Canaveral Items listed are being sent 105 Polk Avenue o Enclosed Cape Canaveral, FI 32920 USA o Under Separate Cover Phone: (321) 868-1230 Via Overnight - DHL Fax: (321) 868-1224 From Mr. Chris Cortellini (WELBRO Building Corporation) Subject Fire Alarm shop drawings We are transmitting the following to you: o Product Data Samples o Shop Drawings o O&M Manuals o Plans Architectural Drawings o Letters o Specifications o Prints o Addenda o Engineering Drawings o Change Orders Submittal Items Description Reason Fire Alarm shop drawings and cut sheets For Your Use Remarks Attached are four sets of the Fire Alarm Shop Drawings for the residence Inn project. I have asked Tri City Eclectic to forward separately their authorization form for this wOrk. Should you have any questions them please give me a call. Received By Printed Name Date J >- I 4 City of Cape Canaveral, Florida TEMPORARY CERTIFICATE OF OCCUPANCY Number of units: /50 Fee: $30.00 This Certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Cape Canaveral Building Department. THIS CERTIFICATE EXPIRES ON MAY 10, 2006 Address: 8959 ASTRONAUT BLVD Owner: A 1A ACQUISITION GROUP L TO LLP CAPE CANAVERAL, FL 3425 ATLANTIC AVE Subdiv: RESIDENCE INN COCOA BEACH, FL 32931 Parcel: 243715 Construction Type: TYPE V Use Classification: Hotel Permit Number: 3127 Date: 3/10/2006 ~~. . .~ed~~ ISSUED " Ie ~ City of Cape Canaveral Welbro Building Corporation March 10, 2006 Attn: Mr. Chris Cortellini, Operations manager 2301 Maitland Center Parkway, Suite 250 Maitland, FL 32751 (407) 475-0800 Fax (407) 475-0801 Re: Residence Inn Cape Canaveral Temporary Certificate of Occupancy (T.C.O.) Dear Mr. Cortellini, This Temporary Certificate of Occupancy is issued per your request for the purpose of utilizing specific portions of the building. The Gatehouse and the southern 4 stoty portion of the structure may be made available to the public and employees of the hotel subject to the conditions of the T.C.O. and this document The Northern 4-stoty portion of the structure shall be made available to neither the public nor employees of the hotel. This area is still designated a construction area. Adequate safeguards shall be maintained to ensure this restriction until a final C.O. is issued. The T.C.O. is valid for 60 days and will expire on May 10, 2006. A final C.O. will be issued when final construction activities are complete, including but not limited to: . All the provisions of the previous agreement of March 1, 2006 . Provide documentation from the site engineer that the control structure in the wet detention pond has been constructed satisfactorily, . Clean roadway storm drainslinlets of sediment and debris. . Remove floating construction debris from detention pond. . Sweep dirt and debris from onsite roadways . Remove construction debris and garbage from the perimeter of the site . Building A: complete all unit final inspections, common area final inspections, equipment room final inspections and employee area final inspections Additional restrictions - Priorto admitting the public: . Handicap accessible shower facilities in Building A must be complete. . Review shunting procedure with Canaveral Fire Dept. . Climate control required for F ACP. Note: decibel testing will be required for Fire Alarm system after building finishes are complete. e · Post Office Box 326 · Cape Canaveral, FL 32920-0326 Telephone: (321) 868-1222 · SUNCOM: 982-1222 · FAX: (321) 868-1247 www.myfIorida.comlcape · email: ccapecanaveral@cfl.rr.com CITY OF CAPE CANAVERAL APPLICATION FOR CERTIFICATE OF OCCUPANCY/COMPLETION Certificate of Occupancy Certificate of Completion (Habitable Space) ~ (Non-Habitable Space) Application is hereby made by the undersigned for a Certificate of Completion at the below specified premises as reflected on Building Permit Number Street Address: 8'151 A stroN4.vt f3 ( vq Type and/or Name of Building: Re.SfdeA/c ~. INN Legal Description: s'ee-TitN\ 15, /;;e..vNJShlfl d 1 SOt/74 f Zoning District: Special Conditions: Name of Owner: AlA AC.fV{ S(({(;:rvt G roufJ L Tc:( LLP , Mailing Address of Owner: 31;;;' S Nevitt Aft" k-ti G 4v~ Street Address or P.O. Box City, State and Zip Code :5;;( f - 71'1' - 4i?1r Area Code and Telephone Number ~ ~5-&,~ Z:-Z.l~ Date Own~_ s) Ignature BUILDING AND FIRE DEPARTMENT APPROVAL r, 'jl Fire Inspector: (tyV r{ Y', l ,"\J ,,/ '_"I' Building CITY OF CAPE CANAVERAL APPLICATION FOR CERTIFICATE OF OCCUPANCY/COMPLETION Certificate of Occupancy Certificate of Completion (Habitable Space) ~ (Non-Habitable Space) Application is hereby made by the undersigned for a Certificate of Completion at the below specified premises as reflected on Building Permit Number Street Type and/or Name of Building: R esc)!etVc'€ 1 Nt( Legal Description: Zoning District: Special Conditions: Name of Owner: Mailing Address of Owner: ! J.. ( City, State and Zip Code Area Code and Telephone Number 1r t-J, L~ 3/zR /01. Ow r ) Signature DAte I BUILDING AND FIRE DEP ARTMENT APPROVAL Fire Inspector: Building Inspector: Building Official: ~ ~.",~ ______ _ City of Cape Canaveral, Florida CERTIFICATE OF OCCUPANCY Number of units: /50 Fee: $30.00 This Certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City of Cape Canaveral Building Department. Address: 8959 ASTRONAUT BLVD Owner: A 1A ACQUISITION GROUP L TD LLP CAPE CANAVERAL, FL 3425 ATLANTIC AVE Subdiv: RESIDENCE INN COCOA BEACH, FL 32931 Parcel: 243715 Construction Type: TYPE V Use Classification: Hotel Permit Number: 3127 Date: 3/10/2006 .~ WELBRO March 23, 2006 Mr Todd Morley City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FI 32920 USA Phone: (321) 868-1222 Fax: (321) 868-1247 Project [0805011] Residence Inn Cape Canaveral Subject Temporary Certificate of Occupancy Dear Mr Morley: WELBRO is requesting a final c.0 for the Residence Inn. All Items required in the City of Cape Canaveral's TCO letter dated March 10, 2006 have been addressed, as outlined below. . Site Engineer has issued letter on construction of control structure in wet detention pond, reference attached. . Roadway Storm Drains/Inlets have been cleaned. . Construction debris has been removed from Detention Pond . Onsite Roadways have been swept for dirt and debris. . Construction debris and garbage have been removed from perimeter of site. . Building A is currently undergoing final inspections in all common areas, equipment rooms, and employee areas. To be completed by 3/28/06. . Handicap accessible showers have been completed in Building A. . Shunting procedure will be reviewed with Canaveral Fire Department. Request for Interlinking Shunt Trips was not required. Reference attached letter from Electrical Engineer. . Climate Control for FACP was completed per Code. Reference attached letter from Mechanical Engineer. Thank you for your assistance in the above and should you have any questions, we shall be available to meet with you. Chris Cortellini Operations Manager cc Roger Dobson (AlA Acquisition Group, Ltd., LLP) Phone: (321) 799-4099 Fax: (321) 784-7812 Tom C. Hermansen (AlA Acquisition Group, Ltd., LLP) Phone: (321) 799-4099 ext. 4040 Fax: (321) 783-7838 Correspondence 00468 No. Vu/4u/~VVU ~nu ii.i~ r~A ~~~ IO~ DHV~ dLLD~ b~blNHHKlNG.lNC. I4J 002/002 mEN · (321) 783-7443 FAX (321) 783-5902 . ngineerlng,Inc. 106 DIXIE LANE - P.O. BOX 321321, COCOA BEACH, FLORIDA 32932-1321 15 March 2006 Me Todd Morley, Building Official City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920 Re: Residence Inn Dear Mr. Morley: This letter is to certify that the site improvements associated with the Residence Inn have been inspected and are sUbstantially in accordance with the approved Engineering Plans. If you have any questions, please don't hesitate to calL FINAL INSPECTION CHECK-LIST FOR ISSUANCE OF CERTIFICATE OF OCCUPANCY/COMPLETION 1. Architects or Engineers statement that building is built in accordance with approved plans and specifications on file with the City. (See Note Below) (Include ALL Original Threshold Reports) Date 2. Engineers or Architects statement that site construction is in accordance with the approved Site Plan and that all construction has been in compliance with applicable codes. (See Note Below) Date NOTE: The above requirements pertain to multi-family (over three units) and all commercial projects. 3. Plumbing Final 4. Electrical Final 5. Mechanical Final 6. Sidewalk/ Driveway Inspector 7. Sewer Connection Bb{). Inspector 8. All debris removed from site 0(0 0 9. Approved for Electric Service 10. Building Permit Final Inspect~ 11. Approved for Hydrant Service --!)-~-----~-----~ (Contact CCVFD) (if applicable) Inspector or Fire Marshall 12. Dune Crossover (if applicable) - ,v(1- Inspector ~ 13. D.O.T. Approval (if applicable) ~~ Inspector 14. Recorded Final Plat/Survey Ins~~ Reviewe-;:------- 15. F.E.M.A. Certificate Inspe~~~iewer 16. Post Construction Vertical Termite Barrier Yes V No (FBe 1816.1) 17. County Impact Fees Paid Yes No 18. Capital Expansion Impact Fees Paid Ye'; No (Paid Receipt) 19. Sewer Impact Fee Paid Yes ___ No (Paid Receipt) 20. Sidewalk Impact Fee Paid Y es ~j!}: No (Paid Receipt) (NOTE: ALL IMP ACT FEES SHALL BE PAID BY CERTIFIED FUNDS) G:\Admin\FORMS\c.o.s - 2nd page.doc FINAL INSPECTION CHECK-LIST FOR ISSUANCE OF CERTIFICATE OF OCCUPANCY/COMPLETION 1. Architects or Engineers statement that building is built in accordance with 3/;2/tO~ approved plans and specifications on file with the City. (See Note Below) (Include ALL Original Threshold Reports) Date 2. Engineers or Architects statement that site construction is in accordance with the approved Site Plan and that all 3/9/~u ~ ~(97e construction has been in compliance , ,. with applicable codes. (See Note Below) Date NOTE: The above requirements pertain to multi-family (over three units) and all commercial projects. 3. Plumbing Final Dc . Ins~,cwr 4. Electrical Final ( Cj 5. Mechanical Final Ins~~r! Z) j Inspector 6. Sidewalk/ Driveway '~ Inspector 7. Sewer Connection ed~ Ins~tor 8. All debris removed from site C'/ 9. Approved for Electric Service Ins1[}tor C?...- Insp tor 10. Building Permit Final ) Ins~t~ "e;; $ 11. Approved for Hydrant Service (Contact CCVFD) (if applicable) ~J; or Fire Marshall 12. Dune Crossover (if applicable) 13. D.OT. Approval (if applicable) Inspector ~ ~ 15/~ ~ p!r /~ on4'/e Inspector 14. Recorded Final Plat/Survey "~ ~,. rrJ_ Ins~ector or Plan Reviewer 15. F.E.M.A. Certificate dV JI". _ Inspector or Plan Reviewer 16. Post Construction Vertical Termite Barrier Yes ,/" No - (FBC 1816.1) 17. County Impact Fees Paid Yes V No - 18. Capital Expansion Impact Fees Paid Yes .,/" No - (Paid Receipt) 19. Sewer Impact Fee Paid Yes V No - (Paid Receipt) Yes~ 20. Sidewalk Impact Fee Paid No - (Paid Receipt) (NOTE: ALL IMP ACT FEES SHALL BE PAID BY CERTIFIED FUNDS) G:\ Adrnin\FORMS\ C.O.s - 2nd page.doc City of Cape Canaveral Welbro Building Corporation March 10, 2006 Attn: Mr. Chris CortelIiui, Operations manager 2301 Maitland Center Parlcway, Suite 250 Maitland, FL 32751 (407) 475-0800 Fax (407) 475-0801 Re: Residence Inn Cape Canaveral Temporary Certificate of Occupancy (T.C.O.) Dear Mr. Cortellini, This Temporary Certificate of Occupancy is issued per your request for the purpose of utilizing specific portions of the building. The Gatehouse and the southern 4 story portion of the structure may be made available to the public and employees of the hotel subject to the conditions of the T.C.O. and this document The Northern 4-story portion of the structure shall be made available to neither the public nor employees of the hotel. This area is still designated a construction area. Adequate safeguards shall be maintained to ensure this restriction until a final C.O. is issued. The T.C.O. is valid for 60 days and will expire on May 10, 2006. A final C.O. will be issued when final construction activities are complete, including but not limited to: . All the provisions of the previous agreement of March 1, 2006 \ . Provide documentation from the site engineer that the control structure in the wet detention pond has been constructed satisfactorily, . Clean roadway storm drains/inlets of sediment and debris. . Remove floating C9n\truction debris from detention pond . Sweep dirt and debrisD:om onsite roadways . Remove construction debris and garbage from the perimeter of the site . Building A: complete all uuit final inspections, common area final inspections, equipment room final inspections and employee area final inspections Additional restrictions - Prior to admitting the public: . Handicap accessible shower facilities in Building A must be complete. . Review shunting procedure with Canaveral Fire Dept. . Climate control required for F ACP. Note: decibel testing will be required for Fire Alarm system after building fiuishes are complete. ~ e · Post Office Box 326 · Cape Canaveral, FL 32920-0326 Telephone: (321) 868-1222 · SUNCOM: 982-1222 · FAX: (321) 868-1247 www.myflorida.com/cape · email: ccapecanaveral@cfl.rr.com March 16, 2006 City of Cape Canaveral Building Department PENINSULA 105 Polk Avenue Cape Canaveral, FL 32920 ENGINEERING ING. Re: Residence Inn PEl Job # 04186 Permit # 3217 To Whom It May Concern: The fIre alarm panel that is located in the fIrst floor electrical rooms 110 and 138 meets the environmental requirements by the manufacturer without adding conditioned air to the space. The Silent Knight fIre alarm panel requires that the room be between 32 and 120 degrees F and the humidity be between 10%-80% at 86 degrees F. The spaces are currently ventilated with an exhaust fan and louvered doors to meet the minimum code requirements. PEl fInds this to be acceptable. If you have any questions concerning this matter, please do not hesitate to contact me at your convemence. Sin~, / X/ {/i,~fb Albert arques Principal Peninsula Engineering, Inc AM:ss EXCELLENCE IN ENGINEERING SINCE 1977 2016 ALDEN ROAD ORLANDO, FLORIDA 32803 VOICE 407.246.1688 FAX 407.246.1664 www.peifla.com March 22, 2006 Welbro Building Corporation 2301 Maitland Center Parkway, Suite 250 Maitland, FL 32751 PI:NINSULA I:NGINI:I:RING Attn: Jaime Irizarry INC. Re: Port Canaveral Residence Inn PEI# 04186 Dear Mr. Irizarry Peninsula Engineering, Inc. has reviewed the request to add a one common shunt trip to your electrical service per the request of the local building official. There are currently only two ways to accomplish this. One is to route an overhead conduit and wire from one service disconnect to the other. The second method is to route an electrical conduit and wiring below grade from one service to the other. However, there is no code violation relative to the current installation. All versions of the code allow for more than one service where the capacity requirements are in excess of two thousand amps or where the structure or building is sufficiently large to make two or more services necessary. At this point in the construction process, we believe it is the unnecessary burden to the owner to fulfill this request and suggest that you further review it with the authority having jurisdiction. If you should have any comments or should have any questions concerning this matter please do not hesitate to contact this office at your convenience. If you have any questions, please do not hesitate to contact this office. DAB:cy EXCELLENCE IN ENGINEERING SINCE 1977 2016 ALDEN ROAD III ORLANDO, FLORIDA 32803 III VOICE 407.246.1688 III FAX 407.246.1664 III www.peifla.com City of Cape Canaveral WeIbro Building Corporation March IO, 2006 Attn: Mr. Chris Cortellini, Operations manager 2301 Maitland Center Parkway, Suite 250 Maitland, FL 32751 (407) 475-0800 Fax (407) 475-0801 Re: Residence Inn Cape Canaveral Temporary Certificate of Occupancy (T.C.O.) Dear Mr. Cortellini. This Temporary Certificate of Occupancy is issued per your request for the purpose of utilizing specific portions of the building. The Gatehouse and the southern 4 story portion of the structure may be made available to the public and employees of the hotel subject to the conditions of the T.C.O. and this document The Northern 4-story portion of the structure shall be made available to neither the public nor employees of the hotel. This area is still designated a construction area. Adequate safeguards sball be maintained to ensure this restriction until a final C.O. is issued. The T.C.O. is valid for 60 days and will expire on May 10,2006. A:final C.O. will be issued when:final COnstruction activities are complete, including but not limited to: /~ AIl the provisions of the previous agreement of March 1, 2006 \. Provide documentation from the s~gineer that the control structure in the wet detention pond has been . / constructed satisfactorily, C; . Clean roadway storm dnrinsIinlets of sediment and debris. · Remove floating construction debris from detention pond Sweep dirt and debris from onsite roadways . Remove construction debris and garbage from the perimeter of the site . Building A: complete all unit:final inspections, common area:final inspections, equipment room final inspections and employee area final inspections Additional restrictions - Priorto admitting the public: . Handicap accesSIble shower facilities in Building A must be complete. . Review shunting procedure with Canaveral Fire Dept. . Climate control required for F ACP. Note: decibel testing will be required for Fire Alarm system after building finishes are complete. . e · Post Office Box 326 · Cape Canaveral, FL 32920~O326 Teldphone: (321) 868-1222 · SUN COM: 982-1222 · FAX: (321) 868-1247 www.myflorida.comlcape · emilll: ccapecanaveral@cfl.rr.com mEN. ) 783-7443 FAX (321) 783-5902 ngineerlog,Inc.. 100 DIXIE lANE - P.O. BOX 321321, COCOA BEACH, FLORIDA 32932-1321 15 March 2006 Mr. Todd Morley, Building Official City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920 Re: Residence Inn Dear Mr. Morley: This letter is to certify that the site improvements associated with the Residence Inn have been inspected and are substantially in accordance with the approved Engineering Plans. If you have any questions, please don't hesitate to call. Very truly yours, \ ~ Michael S. utJ/ .l.t) '"uuu nClJ :1: '\J~ l:'iB <.I':L fo,j tll1U;: tl.LLb'i t~Nl<j"r]<~J<li'i(;.L\C. I4J 001/00.2 ~ EN (321)1B3-7443 FAX: {3211783-S902 WaD Site: www,3I1onong.l1at "' .. .. Emnil: lc.blntlatll,lie~lionor;!J,n\lt ngJneenng, Ine.. 10S DlXjE LANE. 1'.0, SOX 32"$321, COCOA Bli'ACH, FLORIDA 32932.1321 -:FAX RECORD SHEET~,' DATE: March 15~ 2006 ALLEN ENGINEERING, INC. F.AX NUMBER: (321) 783-5902 FROM: Kay Blahtmvietz To: City of Cape Canaveral Fax: 321-868-1247 ATTN: Todd Morley PROJECT: RESIDJi:NCE INN COMMENTS: The skimmer- has been corrected and attaclu~d is Mike Allen's certificatiouletter. Number of pages being transmitted: 2 (Including this Fax Record Sheet) ee: Ud/ -LJ :;'UUO VT,C.U ::1.'1\1 tAA JZl I~J ~~UZ ALLhN L~GINLLKING. iNC. l4J 002/002 ALLl:N · (321) 783.7443 FAX (321) 783-5902 EngIneerIng, Inc" 100 DIXIE LANE- P.O. SOX 321321, COCOA BEACH, FLORIDA. 32932-1321 15 March 2006 Mr. Todd Morley, Building Official City of Cape Canaveral 105 Polk Avenue Cape Canaveral, Fl32920 Re: Residence Inn Dear Mr. Morley: This letter is to certify that the site improvements associated with the Residence Inn have been inspected and are substantially in accordance with the approved Engineering Plans If you have any questions, please don't hesitate to call. Very truly yours, ~ (',~~ \t>j0) (C. _ M1chael ~Qenl r.E. ---..-- ~ .A'E~lf~ering, Inc. ) 783-7443 FAX (321) 783-5902 106 DIXIE LANE P.O. BOX 321321, COCOA BEACH, FLORIDA 32932-1321 9 March 2006 Mr. Todd Morley, Building Official City of Cape Canaveral 105 Polk Avenue Cape Canaveral, FL 32920 Re: Residence Inn Dear Mr. Morley: This letter is to certify that the site improvements associated with the Residence Inn have been inspected and are substantially in accordance with the approved Engineering Plans except for the following: 1. The control structure for the wet detention pond was not constructed against the retaining wall thus leaving the north wall of the structure unprotected without a skimmer. The contractor has been notified of the condition, and they are in the process of correcting the situation by extending the skimmer around the fourth side. If you have any questions, please don't hesitate to call. . ~erytN~\ ~\ &G\\J '~v - 1 '\ '-- \ \ '---~_.~.._..- Michael S. \Allen, P.E. MEMORANDUM TO: Todd Morley Building Official FROM: Jeff Ratliff Stormwater Administrator City of Cape Canaveral 868-1240 DATE: 03/10/06 RE: Residence Inn Inspection Public works staff inspected the site and observed the following issues which should be corrected prior to awarding a Certificate of Occupancy: I). Clean roadway storm drains/inlets of sediment and debris. 2). Remove floating construction debris from the onsite detention pond. 3). Sweep dirt and debris from the onsite roadways. 4). Remove construction debris and garbage along the perimeter of the site. City of Cape Canaveral Welbro Building Corporation March 1, 2006 Attn: Mr. Chris Cortellihi, Operations Manager 2301 Maitland Center Parkway, Suite 250 Maitland, FL 32751 (407) 475-0800 Fax (407) 475-0801 Re: Residence Inn Cape Canaveral Final Inspections and Certificate of Occupancy. Dear Mr. Cortellini, I am in receipt of your letter dated January 17, 2006 wherein you request information pertaining to the minimum requirements for a Certificate of Occupancy (e.O.). Specifically, you request the issuance of a e. O. prior to performing certain interior building finishes which are to be guaranteed to be completed at a point in time within 60 days after the issuance of the C.O. For the above-mentioned site, a Certificate of Occupancy for 150 hotel room units will be granted per your request, subject to the following: Site Work: . All site work (including landscaping, pool, lighting and signage) shall achieve approved final inspections from the Building Department, the Public Works Department, the Fire Department and the Department of Transportation, as necessary (other regulatory bodies will have continuing compliance requirements). The South outparcel may be used for secure storage until courtesy inspection (see below) Building C and Gatehouse: . All elements shall achieve approved final inspections from the Building Department and the Fire Department. 105 Polk Avenue · Post Office Box 326 · Cape Canaveral, FL 32920-0326 Telephone: (321) 868-1222 · SUNCOM: 982-1222 · FAX: (321) 868-1247 www.myfIorida.com/cape · email: ccapecanaveral@cfI.rr.com -- All elements shall _Lt . approved final inspections from the Building Department and the Fire Department, except that the following interior finish work will be completed within 60 days from the issuance of the CO.: " (J/l /2 1. Painting, . 2. vinyl wall covering, 3. carpet and vinyl floor covering, 4. cabinetry, (however, required sanitary facilities will be required) 5. decorative moldings, 6. kitchen sinks within guest rooms, 7. appliances within guest rooms, 8. furniture, "9. furnishings, 10. lighting fixtures (other than emergency egress lights and bathroom lights within guestrooms - temporary lights are acceptable) 11. built-in cabinets, 12. electrical receptacle cover plates ~ <;-m :O.M/ &~ { f.<;-zrF (ft./h ~ 13. electrical switch cover plates "it v< ~ lOa <i- f} ~'J '~f R0 I') .: 'TtLU....... '2f;lU-'P U?7YM.'/ - C ~ 'J.x> t lu. ' Q...MiI> VI.- - Building A employee areas: _ J ."?::;;. ND f \VG . j)..i.. - \~_ --- d;_,,~~,-cc_'-'- . All elements shall achieve approved final inspections from the Building Department and the Fire Department, except that the following interior finish work will be completed within 60 days from the issuance of the co.: ( 1. Painting, 6~/'1-(""-C - L, no.bl" 2. vinyl wall covering, - :>hYln<yL 3. carpet and vinyl floor covering, - 4-f-f-v, 4. decorative moldings, 5. furniture. Building A common areas: - Vf:3Y\[l'~;"f I L-tj"-'-'AD7 r C;:.rf01-Q)n/'l.. · All elements shall achieve approved final inspections from the Building Department and the Fire Department, except that the following interior finish work will be completed within 60 days from the issuance of the CO.: 1. Painting, 2. vinyl wall covering, 3. carpet and vinyl floor covering, 4. decorative moldings, 5. furniture. /? 'J&VI ~J+to"'J {J CLV'~?~<I'] Further, it is agreed that: / - . prior to CO., the developer will keep building "A" separated from the general public while the above items are completed, and . priorto CO., the developer will provide temporary parking for construction employees, designated by signage and 'separated from the general parking by barriers, as necessary, "k, prior to C.O., the kitchen permits shall receive approved final inspections (hood and suppression) ('_,_~' ."c~' g:< ~'~_~J z~ ~-~ . prior to C.O., the pepartment of Health shall approve the use of the public pool. "- Within 60 days after issuance of the C.O. the developer shall request a final courtesy inspection to ensure that all the above items have been completed. Please note that certain accommodations are made in this document. These accommodations shall in no way have the effect of diminishing all other normal requirements of the C.O. The City of Cape Canaveral13uilding and Fire Departments have agreed to these terms and conditions but reserve the right to withdraw this agreement at anytime deemed necessary for the purpose of protecting public safety and welfare. Sincerely Yours, bson, President uisition Group, L.L. C. - John Cunningham, Assistant Fire Chief City of Cape Canaveral Welbro Building Corporation March 1, 2006 Attn: Mr. Chris Cortellini, Operations Manager 2301 Maitland Center Parkway, Suite 250 Maitland, FL 32751 (407) 475-0800 Fax (407) 475-0801 Re: Residence Inn Cape Canaveral Final Inspections and Certificate of Occupancy. Dear Mr. Cortellini, I am in receipt of your letter dated January 17,2006 wherein you request information pertaining to the minimum requirements for a Certificate of Occupancy (C.O.). Specifically, you request the issuance of a C. O. prior to performing certain interior building finishes which are to be guaranteed to be completed at a point in time within 60 days after the issuance of the C.O. For the above-mentioned site, a Certificate of Occupancy for 150 hotel room units will be granted per your request, subject to the following: Site Work: . All site work (including landscaping, pool, lighting and signage) shall achieve approved final inspections from the Building Department, the Public Works Department, the Fire Department and the Department of Transportation, as necessary (other regulatory bodies will have continuing compliance requirements). The South outparcel may be used for secure storage until courtesy inspection (see below) Building C and Gatehouse: . All elements shall achieve approved final inspections from the Building Department and the Fire Department. 105 Polk Avenue · Post Office Box 326 · Cape Canaveral, FL 32920-0326 Telephone: (321) 868-1222 · SUNCOM: 982-1222 · FAX: (321) 868-1247 www.myflorida.com/cape · email: ccapecanaveral@cfl.rr.com Building A guest rooms: . All elements shall achieve approved final inspections from the Building Department and the Fire Department, except that the following interior finish work will be completed within 60 days from the issuance of the e. 0.: 1. Painting, 2. vinyl wall covering, 3. carpet and vinyl floor covering, 4. cabinetry, (however, required sanitary facilities will be required) 5. decorative moldings, 6. kitchen sinks within guest rooms, 7. appliances within guest rooms, 8. furniture, 9. furnishings, 10. lighting fixtures (other than emergency egress lights and bathroom lights within guestrooms - temporary lights are acceptable) 11. built-in cabinets, 12. electrical receptacle cover plates 13. electrical switch cover plates Building A employee areas: -~-'"~-, . All elements shall achieve approved final inspections from the Building Department and the Fire Department, except that the following interior finish work will be completed within 60 days from the issuance of the C.O.: 1. Painting, "- 2. vinyl wall covering, 3. carpet and vinyl floor covering, 4. decorative moldings, 5. furniture. Building A common areas: l,l1 i i . All elements shall achieve approved final inspections from the Building Department and the Fire Department, except that the following interior finish work will be completed within 60 days from the issuance of the e.O.: 1. Painting, 2. vinyl wall covering, 3. carpet and vinyl floor covering, 4. decorative moldings, 5. furniture. Further, it is agreed that: . prior to e.O., the developer will keep building "A" separated from the general public while the above items are completed, and . priorto e.O., the developer will provide temporary parking for construction employees, designated by signage and 'separated from the general parking by barriers, as necessary, - -~ eot, prior to C.O., the kitchen permits shall receive approved final inspections (hood and suppression) . prior to C.O., the Department of Health shall approve the use of the public pool. ',. Within 60 days after issuance of the C.O. the developer shall request a final courtesy inspection to ensure that all the above items have been completed. Please note that certain accommodations are made in this document. These accommodations shall in no way have the effect of diminishing all other normal requirements of the C.O. The City of Cape Canaveral13uilding and Fire Departments have agreed to these terms and conditions but reserve the right to withdraw this agreement at anytime deemed necessary for the purpose of protecting public safety and welfare. Sincerely Yours, ,- John Cunningham, Assistant Fire Chief ~ EN (321) 783-7443 FAX' (321) 70'-5902 WobSitc: W.NW,;tIiO'I'IOlig.'1\lt ,.' '. .. EmoH: kblnIH'lU'lliGt1I::@allan~nlJ.n(l1 , ,ngJneenng,Ine.. 'lOll mXIf. tANE . P,O. SOX 321:i2i. COCOA e..<;t,CH, FLORiDA ::12932.13:21 ,...,..,-FAX RECORD SHEET",~ DATE: March 8~ 2006 ,ALLEN ENGINEERING, INC FAX NUMBER: (321) 783-5902 FROM: Kay Blan.auvietz To: City of Cape Canaveral Fax: '321-868-124Z' f ATTN: Ed Gardul.ski PROJI.:CT: RESIDENCE INN COMMENTS: FVI )i'HOT has llcccpl.ed (h.jvcway {'ormcction. Number of pages being transmitted: 2 (Including this F'ax Record Sheet) CC: :.:).f~ ~J i.} ~. I U U '" 12006 08:38 FAX 4074750801 WELBRO ~~O ,:/002 " . FH>; r~O. : 32,1.6903246 Mar. feB 2006 88: i33Rf1 "'1 ~ I . ." ..~. " ,. J, Florida Departrnent of Tran.sporl:ation ,J ta tJiJSH Sreverd Operations DENV,;;,. ,J. ,m. GOVCRNOk 555 Comp Rood, MS 590 SECRRT,A,!l;V Cocoa, Florida 32927-4738 March 1, lOOtS AlA Acquisition Gronp. Rodger Dobson, f'residem 3225 N. Atlantic i\vel1He ,Cocoa .Beach, Horid3 329'31 Ro: Driveway Permit #04 A 590 0092 Dra1nage Permit #05 D .590 OOt2. Seeti on 70080 SR-AIA Project: Residen,ce Inn Dear 1\1r. Dob,<:on" On March 7, 20:)6 elL'/. Permits Department conducted a final inspection and accepted the above TCI"erenced pt'oject. At t1ils time arrangements have been made for the ret~ase of YOU( Cash Bond, If you have &Ily questions please ccmtar:t tl1jg offlce at (321)690~324L SUlcereIy, __ tU4 .1 ok \Vest, Brevard OpcratiotIS ~ eonie Ma;"lager JW;j Co: Donald Roberts, A llen Engineering, me. Ed G!i,rdulski, Publio Works Director City nfCapcCanavcraI ! VIlVIIW.dot.sCEH.:L,1'1. LiS "* t.q;r;'1"~t.l f;i_~?;'}:f , I FACSIMILE TRANSMISSION WI WELBRO Building Corporation H nullo Not RK.iv. A.II 'P.,tI., _bIA111~Y CALL 2301 Maitland Center Parkway Suite 250 (4m .7~1llG Maitland, Florida 32751 I Cl GrilF"" via 1<.8"'.' Mill Phone ;:;(407) 475-0800 CI Qriginol v.. Ov....ight Mall Facsimile f>:f(407) 47S-0801 Q No Origir....ito being :;iIrIU Number of Pages Including this One: 2 - TO: Kay Blahauvietz (Allen Engineering; Inc.), (321) 7&3-5902 Todd Morley (City of Ca.pe Canaveral), (321) 868-1247 Roger Dobson (AlA Acquisition. Group, Ltd., LLP), (321) 784-7812 FROM: Chris Cortellini ---^ DATE: 3/8/2006 REGARDING: FDOT Driveway Permit #04 A 590 002!... (i.e.. Job llLll1lber. name, etc.) REMARKS: Following is the Florida Department of Transportation Driveway Permit fmal inspection and acceptance for the Residence Inn. !.I.) l.Jb/ ;;:Ul)1j b:a~ ~AA 4U14750801 WELBRO IlfJ002 '002 FROt,; : FR:'; NO. :32169133246 Mar. 08 2006 OO:e3Rf1 P1 .- ..~ :~. " Florida Department of Transportation ,n<;/'l PUSH Sr~rd OperQtion5 DENVEit .J. STtlTLU" ,II~. GOVERNOR 555 Comp Rood, MS 590 SECRf,Ti\RY CI.P'eoo, Florida 32927-473a March 1, 2006 AlA A.cqllisition GrolLp, Rodger Dobson, President 3225 N. Atlantic Avenue Cocoa .Beaoh. Florida 32931 RE: Driveway Permit #04 A 5900092 Drainage Permit #05 D 590 0012 . Section 70080 SR-AlA Project: Residence Inn Dear Mr. Dobson, On March 7, 2006 OUT Permits Department conducted a finai iospection and ancepted the ahove rof~TenGed project. At this tinle ai1'imgemen1.s have been made for the release of your Cash Bond, If you have.aDY questions ploase contact this office at (321)690~3241. Sineerely, _____ ~:B:~d O~ratioM e:r:mH Mlillager JW:j Co; Donald Roberts, A Hen EngineerLl1g, lnc. Ed GlU'dulski. Public Worb Director City Cl f CapoCanavcral www.dot.Btad~.fLus * ",,,y,,,,,"", "'~?iil'I I Transmittal I Project [0805011] - Residence View Date 3/7/2006 WELBRO Inn Cape Canaveral ~:cmtI$. M"_ WELBRO Constructors, Inc. 2301 Maitland Center Parkway Suite 250 Transmittal No. 0805011- Maitland, FL 32751 00602 Phone: (407) 475-0800 Fax: (407) 475-0801 To Mr Todd Morley Date 3/8/2006 City of Cape Canaveral Items listed are being sent 105 Polk Avenue R' Enclosed Cape Canaveral, FI 32920 USA D Under Separate Cover Phone: (321) 868-1222 Via Hand Delivered Fax: (321) 868-1247 From Mr. Jaime Irizarry (WELBRO Constructors, Inc.) Subject Architectural Statement We are transmitting the following to you: D Product Data D Samples D Shop Drawings D O&M Manuals D Plans D Architectural Drawings D Letters D Specifications D Prints D Addenda D Engineering Drawings D Change Orders D Submittal Remarks Architectural Statement from Powell Design Group for Residence Inn. Received By Printed Name Date I " Inc. arch c March 2, 2005 City of Cape Canaveral Building Department 105 Polk Avenue Cape Canaveral, Florida. 32920 Re: Residence Inn Cape Canaveral Florida 303 East Par Street To whom it may concern: Orlando, Florida 32804 As Architect of Record, to my best knowledge and belief the above referenced project has been built in accordance with the architectural plans and specifications on file with the City of Cape Canaveral Building Department. Voice 407 . 622 . 6882 In accordance with Florida law, a threshold building special inspector has been employed throughout the construction of this project and affirmation of struGtural ite shall be made by this inspector. Fax 407 . 622 . 6883 powelldesigngroup com Powell Design Group, Inc. George L. Powell, AlA, NCARB AA0003270 . AROO08878 FEDERAL EMERGENCY MANAGEMENT AGENCY a.M.B. No. 3067-0077 NATIONAl FLOOD INSURANCE PROGRAM Expires December 31, 2005 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 . 7. SECTION A. PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number A-1-A Acquisition Group BUILDING STREET ADDRESS (Induding Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 8959 Astronaut Boulevard CITY STATE ZIP CODE Cape Canaveral FL 32920 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Tax Parcel 2437150000829 & 2415370000025 BUILDING USE (e.g., Residential, Non-residential, Addition, Ar;;cr;ssory, etc. Use a Comments area, if necessary.) Residential Transient LATITUDElLONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: 0 GPS (Type):_ ( ##0 _ ## _ ##:#/f' or ##.#####") o NAD 1927 o NAD 1983 o USGS Quad Map o Other._ SECTION B. FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNfIY NAME & COIIIM.JNfIY NUWBER B2. COUNTY NAME B3.STATE City of Cape CanavelaI- 125094 Brevald FL 84. MAP AND PANEL B7. FIRM PANEL 89. BASE FLOOD ElEVATlON(S) NUMBER 85. SUFFIX 86. FIRM INDEX DATE EFFECTlVEiREVlSED DATE 88. FLOOD ZONE(S) (ZJ:reAO, use depIh oflkloding) 12009C0313 E 11/19197 04!03189 X nla B10. Indicate the source of the Base FIoOO Elevation (BFE) data or base flood depth entered in B9. o FIS Profile [8'J FIRM o Community Determined o Other (Describe):_ B11. Indicate the elevation datum used fortheBFE in 89: [8'J NGVO 1929 o NAVO 1988 0 Other (Describe):_ B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Dyes [8'J No Designation Date_ SECTION C - BUILDING elEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: [8'J Construction Drawings' [8'J Building Under Construction' o Finished Construction 'A new Bevation Certificate will be required when ronstruclion of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram . accurately represents the building, provide a sketch or photcgraph.) C3. Elevations - Zones A 1-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, ARJA, ARJAE, ARJA1-A30, ARJAH, ARJAO Complete Items C3.-a-i bekm according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, ronvert the datum to that used forthe BFE. ShaN field measurements and datum conversion calculation. Use the space provided or the Comments area of Section 0 or Section G, as appropriate, to document the datum ronversion. Datum NGVD Conversion/Comments nla Elevation reference mark used USC&GS Does the e)evation reference mark used appear on the FIRM? 0 Yes [8'J No a} Top of bottom floor (induding basement or enclosure) ~. Q}t.(m} b) Top of next higher floor _._fl.(m} c) Bottom of lowest horizontal structural member 01 zones only} nla . _fl.(m} d) Attached garage (top of slab) nla. _fl.(m} e) Lowest elevation of machinery and/or equipment servicing the building (Describe in a Comments area) 1.. Q.fl.(m} ry lcMtest adj<n3flt (finished) grade (LAG) I. f.fl.(m} g) Highest adjacent (finished) grade (HAG) Z. ~fl.(m} h) No. of permanent openings (flood vents) within 1 fl. above adj<n3flt grade N1A i) Total area of all permanent openings (flood vents) in C3.h N1A sq. in. (sq. an) SECTION D. SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, a, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME Robert M. Salmon UCENSE NUMBER LS. 4262, Florida COMPANY NAME Allen Engineering, Inc. L.B. 266 CITY STATE ZIP CODE Cocoa Beach FL 32931 DATE TELEPHONE 01/18/2006 321-783-7443 See reverse side for continuation. Replaces all previous editions 4E17E 715482 (,IIIHEF F'AF'i< PAGE Dl) tJl D3/1t1/20D5 17' ~13 A-ttN:ToeJd MDrI~ ';.n ,.__.~'~~"'".., gale insulation (~~"f"'i""'-a"~~~ -.... .~. .' .!4n':~ A M,,,,,, '""""PMI)' i-~$i !): ;~-;!~' CERTIFICATE OF INSULATiON ,...... ~,... '.t ,"' ,i-;", /1" Builder; WELBRO CONSTRUCtoRS Job Address; 8959 ASTRONAUT BLYD ----.-- Subdivision: RESIDENCE INN CAPE ~- Lot; --- r - StATEMENT OF COMPLIANCE: \/Ve. It-Ie underslg'iiilO. hereby c€>rtify that tile theimal i"15i..ilation has D8en instaried in the abov!3 rGfer~nced building in accordance with goOd construGtil:>n practice The insulation furnished is of the type, thickneS$ and K-vali,le set forth below: MASON!~!3Y WALl EXTERiOR FR_AME WI1'=.i& TYPE --- TYPE SATT THICKNESS. -- THiCKNESS: 31/2" R-VALUE: .,".- R-VALUE R-l1 S1.9F'c":::;~ILNGS FI.AT CEiliNGS: TYPE BATT TYPe ElLO\^! THICKNESS: 10" THICKNI;SS 1025 R-VALUE; R.sa RNALUS; R-30 ---. IT nl Wi FED If:) 'It 59-32' 4406 ORANGE COUNTY UC # 5000005866 OSCEOLA COUNTY 1.le # 50010062753 KSSIMMEE ue # t; 1')440 02/18106 Date 3!&?~ (1825 STAPOiNT CT - 'VINTI<:R PA.FJ':' FL :\27'.12 - (407) 678 - '.14.."1 . l'AX (407 671 - S.jll~ C /,eJ ~ ~.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.:A.I.:A.I~:A.I.I.I.I.I.:A.I.I.I.I.:A.I.I.:A.I.I.I.I.I.~ ~ ~~ ~ ~ ~ P R E23 - T E K LIMITED SUBTERRANEAN TERMITE ~ ~ '. . ...... ~ ~ RE- TREA TMENT AND REP AIR I ~ OF FLORIDA INC. ~ ~ W ARRANTY ~ ~ 311 Altamonte Commerce Blvd. . Suite 1618 ~ ~ Altamonte Springs, Florida 32714 ~ ~ (407) 862-2511 ~ ~ ~~ ~ . . '. Treatment Date Annual Renewal Fee ~ ~ BuIlder ~elbro ~Ulldmg CorporatIon . 2/15/06 Neg. Sel"Vice Address 8959 Astronaut Blvd ~ ~ Address 2-,01 MaItland Center Pkwy, SUIte 250 M' P . Legal Residence Inn Cape Canaveral ~ ~ ~ aXlmum nee ~ City, State Maitland, FL 32751 City, State Cape Canaveral, FL 32920 ~ ~ ~ ~ L' 't f ~ ~ ~ Treatment Iml a IOns: . ~ ~ ~ This confirms that the above structure was pretreated for Structural Additions and/or Modification Damage Rcpalrs: . '. ~ subterranean termites on the date noted above. Pro- Tek . . . . . Pro- Tek guarantees to provide protectIOn agamst NEW ~ ~ S . h h'l d . h . . If dUrIng the term of thIs guarantee, addItIOns or alterattons are subterranean termite damage to the structurc and contents and ~ ervlces guarantees t at t e SOl was treate Wit a pesttclde d b fi '1 . d dd d . ~ d' I b I . . . ma e or e ore SOl IS remove or a e around the foundatIOn, will make such repairs as necessary to correct the damage ~ ~ ~ ~ accor mg to a e dIrectIOns, rates, locatIOn, method and or before soil is removed from under the structure, the owner rovided' ~ ~ complIes m every way WIth local, state and federal laws. will immediately notify Pro- Tek Services for proper instructions p '. . ~ ~ . . . · Pro- Tek Services finds the damaged area(s) IUfested ~ ~ ~ ~ L' it G' and/or for an.y addItIOnal. treatments reqUired by the changes with live subterranean termites. ~ . 1m ed uarantee mcurred. Failure to notify Pro- Tek Services will terminate .... . ~ ~ Pro-Tek Services hereby agrees that if termite infestation should thO t' II I h fl. Pro-Tek Services venfies the eVidence before It IS ~ ~ . . . IS guarantee au omatlca y. n t e event 0 structura d t d h d ~ ~ occur m the bUlldmg(s) on the described property within FIVE additions and/or modifications, Pro-Tek Services reserves the es roye or c. ange. . " ~ ~ ~ years from the date of treatment Pro-Tek ServIces Will make . ht t d' t th I I fi · Pro-Tek Services Will perform or supervise all repair ~ ~ ~ . ng 0 a JUs e annua renewa ee. . . . . ~ ~ the necessary retreatment without additional cost to the owner, work, unless agreed upon IU wntlUg. ~ ~ mortgagor or builder. The retreatment of soil will be performed . ~ ~ In conformance with the Federal Housing Administration Inspections: Exclusions: ~ ~ Standards in effect at the time of original treatment, or, at the During the warranty period, Pro- Tek Services will inspect the This damage repair guarantee will apply to all areas of the ~ ~ option of the builder, Pro-Tek Services, will comply with the treated structure at such Intervals as Pro-Tek Services feels bUlldmg except. those areas where wood members of the ~ ~ standards in effect at the time of retreatment. necessary or annually at the request of the owner. The owner bUlldmg are In direct contact With the ground, a water problem ~ ~ agrees to make the structure available for inspections. exists caused by, but not limited to faulty plumbing, gutters, ~ ~ ~ roofs, and/or poor drainage giving water for the termites to ~ ~ ~ Owner Transfer: survive without returning to the ground. ~ ~ This. guarantee is transferable to a new owner of the property, This guarantee provides for damage protection against ~ ~ proVided that ~ro-Tek Services IS ?ottfied. In the event that the subterranean termite damage up to $500,000.00 over the ~ ~ new owner falls to request contlUued coverage or does not renewable life of the guarantee. ~ ~ ~ pay the annual fee, this guarantee will terminate automatically ~ ~ ~ as of the date of the change of ownership. ~ ~ ~ ~ ~ ~ I Termiticide Used: I BY ~ ~ Termidor Owner ~~ ~ ~ ~ ~ ~ ~.,,,,,.,,,,,.,,,,,.,,,,,.,,,,,.,,,,,.,,,,,.,,,,,.,,,,:,,.,,,,,.,,,,:,,.,,.,,,,:,,................,,,,:,,.,,.,,,,:,,.,,,,,.,,,,:,,.,,,,,.,,,,,.,,,,,.,,,,,.,,,,,...."":"...."":"."":"...."":"..................."":"."":"..............................."":"'.........."":"....~."":"...."":"............................................................................... .. ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ = : f~~-~-.~..~...i'~.."":i>c~."':'+"":""""."".""""~.""'''''''"~.""."",,,,,,:,..'''''''':''-._.~''''':'....~.."":'.~.........."".._..'*:".."":'........+:"'" "'" ,.... "'" _.",:".""''''''' ""' "':"..........."":'.."":+.'" "" "'" "'" "" "'" "'" "'" """ "'" '"'" ."'" ""'" ""' """ _ ... """ "" """,",' <:;.,-" . ~~~ , ... :4Ii :& ~:;a: :A:.... ~ ~ :A: ;a: :A: :A: ~ :;a: ;g,; ;.a::A: :'-:;A ~ All: :a: ~ :&:;e; ~, :;a: :<< litIi ;A':6;, ~:<< ;a;' ~ .................IfIi;lii 'Jii.'fIJ1&fI'...fl/tJIA ~:a: :A: ...JA..A..A.&..'t'A....A.JIt..A.A......A6......A.A.JII......&'t.~ = ~ ~ .0.0 f.~ , ,. . ~ ~ ."'" .~ P R K2j- T E k LIMITED SUBTERRANI<~AN TERMITE ~ = = = t-3 :~ RE-TRE,ATIVIENT AND REPAIR S I::d c-=: ;-.. - .~ OF FLORIDA INC. ~ - - .~ '., W ARRANTY ~ ~ = :~' 311 A(t..monie COlOmerceRivd." Stiite 1618 0 '"=i ;;-- ~ AJtamlHite Springs, FlnrilJa 32714 ~ ~ :~ (407) 862-2511 ~______ ~__._. ~ ...". <:::> I, '" ."" Trelltment Date, ADmml ~~n~""a] Fee,. . I _el : ~ n.dd" _~""'- " "'!<!'''ll Lmp~""." _ ~jJtl6___ __.___"'~_ So""" Add.." '959 A"'~",,,, Blvd _ ~ """'- -.... CJ"1 = C><:> :~. Add,,~ 2301 M,ltl""d Co."" 250 ~ M . .. p., Leg" R"",,"'" Inn C,1" C.."...,) I = .. :1 a:umum r.!.':.__._____~ -__ .. ~ .-.. ii'~ City,Stl'l1e FL3275.1 _____~_________ City,Sfate CapeCa1.l~veral>FL32920 I ,~ ~ 'W L' , . ~ : ~ ~ T1'ratmclll Imltattol:ls: . . f ~ ! r~ '11llS <xmfll'lTlS IIl,1 the .bG"\Ie structurf.: was pretfeat<<t lor St~uclllraI Additions am!tllf M@i:tifkatiml I)~m~g~ RqtJlu's: _,' . .~' . ~-c ~ &UNerrallean lerr',ule, G'I tb.- d.'He noted aoo'e f'ro-'tek ..., " . . h{l-1eJ: glillrIllltU" 1,> l}1{lVIde pmtiXrmn agatib! NEW ~ ~, . 'h ' h . '1 t : h' , id It dUflllg 1l1c tern) <If tillS gu;!.rnntee-, addjtloll~ or altcrallrms arc subhuncllIn leullll>.? damnge to tl101 SlrucllllC and <<lUteo/:; Rod ~ ~e1V(res &"a.anl<<os t at t .C SOl was lrl.'-Il!<X Wit a peslle e . d - r heft '1'" .' pt'., j ..' ,,' ~.. '"j; "'I di' '" I'." 1:1 d d m.,o. OIT-SO] IslcmO\edoradde.laroUlJdtll~,\.UJ\l'mOJi. wiU make ~llch r(llai.;; a5 lIoceS51>r}' to Wft"",l the d8m.'g~ ~ a"C~,H :1\1;. lo ..!.Joe ,reeli},iS, mles, 0,-,3"1)0.,, met"':ill I1rhefore >AliI is removed frorn Illlller \hI': structnre, the ""Wfler .. ' ~ comphe" ill cvery 'wa}' ",.Ili local, Slate ~Dd tedef1'IJ law~. \vill immedi:'!klv noli!)' ['rn- Tek Ser\.'r-ts for pi' II' "'-in~lm';ric.n, prm'lJed. . .. . ~ .11. ' , " . l - . .. t. l. . Pn).felt &n"."'~ fIUd! IlIe dalllllged U(;l(S) iliff-sled ~ .. andlor fer Rny ~ddlj1()"al lrt'3tmenu mql!trW ll\' the chanee, '(1 r lH ,'( . -..1 l.h~!cd GlIa.rnntc;e .... ineuJJe<l. f'lj.ilurco t(,l .....nfy {'ro..Tell S~ITir.ts ';'iIl r('!'mill~te m I IH s~ ~noull. nral c~. . . ~ ~ Pr<>'lekSetYlceshereb}'agl,'(,"haliftemll('Clflf~51al<OllSlH1uld lb' t t li'l! I tJ f I I · Prn-'T.tl S~I"\'(C"'~ 'l'fldl~ th. aide-nct; ltdllrl:' Jt l.S ~:i . . .,.. . IS guanil] coE 1!U om~, ,Q}. ]I Ie e\'~1l1 0 s ructura . td I .. ~ ~ occur lI1 tIle bm!d''1g(s) (JO lh" d<:scribed pm!",lt)' with;" nvc i>ddi(i<lJ!S ~n<llor mo-iljj}catiou>, rio-lei; Sen-il''''~ resen'es the GtS ~o}'e ,or ~ .ange. . '. . ~ ~ ~ yc.,> from the (]~tc Q! tr".'l:llCnt. ho-Td Scrv;ces will make tight tGadjust th~ annual ren~waJ lee. . Pr4>:hll Mn'IU$ will fl'Cr.forll1,~r SU[I~n'lSe aU r~[l'ur' ~o4 . ~ the n<<:.essary r.;.lreatmc.ft( willlOllt audr(Kmal WSt to the GWIICt, . ,",on.., lml~s agfN;;l opon III "'nlmg, ~ ! A murtgagor or builder. 'Ioe lelf\'3tmcm uf,,,il wi)) be fJCiJ!..f11l.ed . t: '.-:. in ":1lu'furma!l(<;; willi lll-~ 1'1.>1(:11\1 HOlJsioll Alimilli"rra!ion IuSpettlons: J~ltlusioIlS: 'I;l ~ SIRndards ill ene"t Jt tIle time of (1I'iginaJ !reatrlJcrJ1, or, 111 [he Oliting Ille warranty lX'iO'd, Pm-Tck. Seryk:s will in<spt<:t till; Thi:> ,damage repair gllanllltec will apply to all .arc~~ of lhe ~ ~ oplio,a (Jf .!:Ie bllildtr, Fro- Tel; Ser;'jces, will wmpl}' witt! IIle [icared NJocturc al ~lICll mt~[',.~L~ 1CI Pro-'] ell SCI'Ylees feels lJu~ldlllg ex,,:cj.lt, those afeltS where ..mod members of Ibe ~ ~ standafdsindled ~11l1"ti111e l1fretreatmenl 1K"""SllI)' OJ >mnuall)' at the n:qu(:5t <Jfthe 01,1{fi<:1. 111e ownrr hUlldmg an: In rllll:'.:;t oontacll'lldi the 1\rounct a wate.r pmbJem ~ ~ agrees lD male ilK: slniClllfC iiv.uliltlle fUf inspo;;.tiun,. exi~l, e-auscd b}', bm Rot limi/(d to (aulty plumbili!;o glitters, ~ ' ~ rooB, ."d/m lX'or dminage gi\'mg l\'lltcr for the termite:; to ~ ~ ~ ~ OWlIl:t'TtiAIl5fer; 5mYI!,'C WIIBOlil. !l:lunllllg 10 the grolind, ~ ; ~ Tl:" . g:laratJtel:, is tr.a~stenl>le _ to. ~ ne\~, () v,lIer of '~e propnt)', 'l1li~ g1J3lUlce pm!,' ,des b danlil~e proIC'C!jOll against I ~ pruvl<kd ~all. f()-Tek Serv~c.es h '.lOldted, ~n lite e,cltl :;'atllte suhlelCanean ferlllile damage Ill} lu S5",OUCl.OO iJ,ef Ille ~ : ~ ne>\ own<:r (uk fo reqll~.t (onllOu.,d to-.engc or d.es Rol rCllewabk life of the gOO/Jlmce. ~ 'J ~ pal' It.~ ann "Ill ft.-, litIS gll~n..\lu wllllermlllalc lilUtom~lleally ~ ~ ~ as of lhe date of the chaDg<- of owt~rship. ~ ~ ~ A , A ~ TermiUcide Used: BY ------ --.-.--- -..--v.r;.... I ~ . ~- W <::::> ~ ~ = ~ . ~ .-.. ~.~.A.:x:.a.A.X.A...I.:;:.I.:;;:.I.I..::.:;:.I.I.A.X...A..::.:I~.:::.A.I.I.A.~:I.I.:.:x....X.::::.I.I.A."A.A.X.~I.X..:.JtA.::.....:I.:X.~I.I.I.I.I.}f-:X.:I+A"I'fI..I.~ --.,., = = .-.. BREV ARD COUNTY BOARD OF COMMISIONERS IMP ACT FEE ASSESSMENT FORM B-2 I Project Name: Residence Inn - Cape Canaveral/Cocoa Beach - REVISED I IDate: 1/30/2006 I Prep. by: Kim D. I ISite Plan No.: City of Cape Canaveral I Site Address: Rockldge Applicant: A1A Acquisition Group o Unincorporated [J Incorporated Street: 8959 Astronaut Blvd Street: 3425 N Atlantic Ave City: Cape Canaveral City: Cocoa Beach, FL 32931 Phone: (321) 323-1100 Legal Description: Twn: 24 Rng: 37 Sec: 15 Owner: Same As Above Su b-Division: 0 TaxParcel/Blk: 25 Lot: Street: City: Project Description: Phone: Hotel Size: Solid Waste Billing Units: Added 2/17/06 Units: 150 Land Use Code: Added 2/17/06 Impact Fee Amount: ** NOTES: Transportation: $129,229.50 1. CHANGE OF USE ON THIS PROPERTY Fire/Rescue: $0.00 MANDA TES A REVIEW AND MA Y REQUIRE Correctional: $3,033.00 ADDITIONAL IMPACT FEE PA YMENT. Emer!=jency Med. Serv.: $1,629.00 2. Payment is required before C.O. or Pre-Power, Library Services: $0.00 however, payment cannot be accepted before Solid Waste: $12,615.00 Building Permit is issued. Educational Facilities: $0.00 3. If Permit Plan differs from Site Plan, Impact Sub-Total: $146,506.50 Fee assessment may change. Credits: 4. Fees calculated according to current Brevard County Commissioners approved Impact Fee Schedule. ** Est. Impact Fees: $146,506.50 Comments: **EFFECTIVE 2/13/06 SOLID WASTE IMPACT FEES ARE COLLECTED THROUGH THE DEVELOPMENT CASHIER'S OFFICE** Ipermit No.: N/A I IControl No.: C0274127 I Solid Waste Impact Fees assessed by: All other Impact Fees assessed by: Brevard County Solid Waste Management Brevard County land Development Code Phone: (321) 633-2042, Fax: (321) 633-2038 Phone: (321) 633-2065, Fax: (321) 633-2052 B-2-CAPE CANAVERAL-RESIDENCE INN-8959 ASTRONAUT BLVD-REVISED 2-17-06.xls r-- r-. FORM A - IMPACT FEE APPLICATION BREVARD COUNTY LAND DEVELOPMENT CODE 2725 Judge Fran Jamieson Way, A-Jl9, Viera, Fl32940, Phone; (321) 6J3-2065, Fax: (321) 633M2052 PROJECTNAME: =~ //111 CONTROL NUMBERCo · PERMIT NUMBER: g i 2.1 ~fV' ~ttI/~4/ ,/ ~tf~ SITE PLAN NUMBER: APPlICANT:.lt~ 4~!31-haJ ~ Ltd I ~ COMPANy: ~tJf ,A/:'MW' ;;::~ LltP. I.Lr LOCATION OF SUBJECT PROPERTY: o Unincorporated 0' Incorporated Address; ~ 26'" M . G- City: ~4 /J~ City; G. (J II/eft, state: H- Zip: 3Zfj7J tyz Telephone: (-gZj ) 321- {lev ft-- 3' Z7ZO Fax: ( i u } 5u- hz'l Cerl: ( ) LEGAL DESCRIPTION: OWNER: Al:Y:/t ~/~~ (j-r4ot1f LId. LdI Twn2LI ~..L Rng;31~ Sec: /5 Subdivision: COMPANY:Ar~,!~tl~~~ u-d. tL~ Parcel I Block: Lot: Address: 3y2::.J ,//, ~ e , C?6~4 p~ ,fc, 3Zq~/ City: f<-- . State: Lip: 32o/i'J TYPE OF PROJECT: Telephone: (g~1 ) 71ct. <lO?e7 K(k;Vf o New Single Family Dwelling Fax: <321 ) 711<1- 7lflz.-. Cell: < ) o New Mobile Home 0 Deeded Lot I tI Leased NOTICE OF IMPOSITION o MultiMFamily Dwellings BREVARD COUNTY IMPACT FEES I hereby acknowledge that I have been informed that o Condo o Townhouse o Apartment pursuant to Brevard County Ordinances, Impact Fees o 1 ~ 2 Stories # of Units: computed based upon the current fee schedule shall o 3 + Stoties # of Units: be due and payable to Brevard County prior to the issuance of a certificate Of occupancy for construction ~ommerciall Industrial pursuant to a building permit issued by the applicable Use: #J-!-el permitting agency. I further acknowledge that I have been informed that the ordinances provide that this Square Feet: 1"J.-t{l1 ~- permit is a condition of receiving a certificate of occupancy, and that failure to remit the total fee may NUmber of Units: /.5E> - preclude the permitting agency from Issuing a Additionallnforrnation I Comments: certificate of occupancy_ Payments may be made at Development Cashier, Government Center, Viera; Tax Collector Offices in Titusville. Merritt fsland. Melbourne and Palm Bay. I HEREBY CERTIFY THA T ALL OF THE ABOVE INFORM A TION IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE, I understand that additional impact fees may be assessed if change of B JAN a 0 20D' IJiViLOPMENT FORM C BREVARD COUNTY SOLID WASTE IMPACT DETERMINATION FILLED OUT BY APPLICANT/OWNER APPLICANT: A1AAcquisition Group LTD, LLP OWNER: SAME CONTACT: Roger Dobson CONTACT: SAME -- ADDRESS: 3425 N. Atlantic Avenue ADDRESS: SAME CITY/ZIP: Cocoa Beach, FL 32931 CITY/ZIP: SAME TELEPHONE #: 321-431-8037 TELEPHONE #: SAME FAX #: 321-784-7812 FAX #: SAME DESCRIPTION OF INTENDED USE: Hotel w/Restaurant NEW BLDG. SQUARE FOOTAGE: N/A PROJECT NAME: Residence Inn TWN: 24 RGN: 37 SEC: 15 SUBDIVISION #: 00 SUBDIVISION NAME: BLOCK: 25 LOT: - ----~---,-"'--,---,--,--,--,-~,~-,,~,-----~-,-,----,--"'---------,---,----,--"-""'-,-----''''--~------,--,,- ANTICIPATED DATE FOR CERTIFICATE OF OCCUPANCY: February 14, 2006 SITE ADDRESS: 8959 Astronaut Blvd. CITY/ZIP: Cape Canaveral, FL 32920 -- COMMERCIAL: YES [gI NO 0 RESIDENTIAL: YES 0 #UNITS: RESIDENTIAL TYPES: MUL TI-FAMIL Y 0 TOWNHOUSES 0 CONDOMINIUMS 0 CO-OPERATIVES 0 DEMOLITION: YES [] DEMOLITION SQ. FT. #: PREVIOUS USE: CITY BUILDING PERMIT #: 05-3127 COMMENTS: Site Plan Verification PLEASE ATTACH TO THIS APPLICATION APPROVED SITE GENERAL STATEMENT AND BUILDING FOOTPRINT FILLED OUT BY SOLID WASTE MANAGEMENT DEPARTMENT SOLID WASTE LAND USE CODE: 3920 CATEGORY NAME: Full Service Hotel SOLID WASTE BILLING UNITS: Count INDIVIDUAL: YES 0 NO [gI PLANS EXAMINER NAME:Pauline Simpson DA TE: 1/30/06 SOLID WASTE IMPACT FEE ASSESSMENT: $12,615.00 Solid Waste Calculated from 10/1/05 resolution. Actual Solid Waste Impact Fee assessments will be on the rate in effect when you apply for building permit(s). SOLID WASTE REVIEWE~~urn;. (321) 633-2042 DATE: 1/30/06 DISTRIBUTION: OWNER APPLICANT SO,"" WASTE CHECK PA YABLE TO: BREVARD COUNTY BOARD OF COUNTY COMMISSIONERS MASTERCARD & VISA ALSO ACCEPTED PA YMENT REQUIRED WITH PRE-POWER REQUEST FOR CERTIFICA TE OF OCCUPANCY Pro-rated Disposal Assessments will be billed after issuance of Certificate of Occupancy. P R PER T Y I N U I R PMI165M1 PARCEL: 24 311500 25 NO 2444423 : 26GO 14:25 13 ITE 8959 ASTRONAUT BLVD HOTEL CAPE CANAVERAL FL 32920 USE 1000 OWNER' VACANT COMMERCIAL LAND AlA GROUP LTD LLP 3425 N ATLANTIC AVE COCOA BCH FL 32931 PLAT BOOK : - PART OF FILLED :LANDS W OF ST RD 2 00:) NO 401 AS DESC IN ORB 3615 PG LAND: 759380 1401540 971 EKC ORB 5566 PG 4525 BLDG: ITE COST: 759380 1401540 INCOME: !'1ARKET AGR - AS SLVl : ASSESSED 1401540 HONESTD: OTHER ENRGY EX: : 759380 1401540 PERMIT INQU 24 371500 25 9tH C05003127 ------- 2006 -----.-.- 4 STORY RM 060305 --- G ------.-.- 10932019 _0____-_- INSPECT DATE: CN PERMIT NUMB ------- C05003129 SW-STATUS PERMIT 2006 PERMIT ----.--- FIRE FC 060305 AGENCY G ISSUE DATE n_______ ------ 220000 -------- : ASSESSED VALOE----- -- CA POINT OF COMMENCEMENT PARCEL 2 NORTHERL Y CORNER OF PARCEL DESCRIBED IN O.R.B. 3064, PAGE 2885 -~--"~'~~,.~-,._~,._~""'~~ ~ GENERAL STATEMENT: The proposed development will consist of a 150 room. four stol)' hotel along with open parking and a swimming pool. S1TE INFORMATION: OWNER: ENGINEER; ARCHITECT: A-1-A Acquisition Group Allen Engineering. Inc. Powell Design Group. Inc. 3225 N. Atlantic Avenue 106 Dixie Lane 303 East Par street Cocoa Beach. FL 32931 Cocoa Beach. FL 32931 Orlando. F'L 32804 Telephone: ~321)799-4099 Telephone: (321)783-7443 Telephone: (407)622-8882 Fax: (321) '84-7812 Fax: (321)783-5902 Fax: (407)822-8883 Acreage: Hotel Site: 270.080 S.F. == 6.20:1: AC. Out Parcel 1: 40.262 S.F. == 0.92:1: AC. Out Parcel 2: 62,190 S.F. ... 1.43:1: AC. Total: 372,532 S.F. ... 8.55:1: AC. Zoning: C-1 ~ Adjacent zoning: North: C-1 South: C-1 West: R-3 Building coverage: 38.501 s.F. "" 0.88 AC. == 14.3X Pavement coverage: 106.380 S.F. _ 2.44 AC. = 39.3X Concrete coverage: 12.660 s.F. ... 0.29 AC. ... 4.7% Total Impervious: 157.541 S.F. ... 3.62 AC. = 58.3% Detention area: 39.850 S.F. ... 0.91 AC. = 14.8% Open area: 72.889 S.F. == 1.67 AC. ... 26. 9% Total: 270.080 S.F. "" 6.20 AC. == 100% Out Parcel 1: 28.183 S.F. == 0.65 AC. == 70.0X (Max. Impervious Coverage) Out Parcel 2: 43, 533 S.F. = 1.00 AC. ... 70.0% (Max. Impervious Coverage) Setbacks: R~Ulred Provided Front: (East) O' 81.14' Side (North ct South): O' 94.20' ct 86.01' Rear (West): 25' 70.78' *Maximum building height: 45' 44.75' Parking: 150 Rooms x 1 space per room == 150 1 Space per 12 room ... 150/12 == 13 244 PrQi/ided 183 spaces . U Z - ... J- ~ Z !Ii lJ..J .. .."./ ti ~ t5 ..J I ';." CE (j V') ic "'t-' "I 25' :::::> l() ~ , , -- S? "Do NOT ENTER" \ ' 249.95' in io - - 0) 0) 270.05' in - 0) - I 117.00 i ONE STORY ~ 8.734 S.F. F.F.E. 8.00 10 r ..; I' < o.{)", I - ROP 6< CI FFNCI ,< '< '<)'.1 1 ~ ,~1'>: ,~ 2:1 < ...,'> 4.5,--1 ~ --~__J I RI 1 24")(24" STOP SIGN tfu, STOP BAR .) ., CEVESCO, INC. .uroJJ2 - STOP BAR -.r- SIGN 6- HANDICAP SIGN m TRANSFORMER ~ TRAfflC FLOW ARROW fI RAMP EXIST. DITCH S< W. IMPACT = 0.40 City of Cape Canaveral, Florida SEWER PERMIT PHONE: 321-868-1222 INSPECTIONS & FAX: 868-1247 Permit Type: SEWER CAPE CANAVERAL, FL Class of Work: SEWER Township: 24 Range: 37 Proposed Use: Hotel Lot(s): Block: Section: 15 Sq. Feet: 124,866 Est. Value: Book: Page: Cost: Total Fees: Subdivision: RESIDENCE INN Amount Paid: Date Paid: Parcel Number: 243715 Addr: 2301 MAITLAND CENTER PKWY #250 Address: 3425 ATLANTIC AVE MAITLAND, FL 32751 COCOA BEACH, FL 32931 Phone: Lic: CGC017833 321-799-4099 APPLICATION ACCEPTED PLANS APPROVED BY: NOTICE: THIS PERMIT BECOMES NUll AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 6 MONTHS, OR IF OR WORK OR FORA AT ANY AFTER CLASSIFICATION: I IF RESIDENTIAL, TOTAL # OF UNITS: N /1':1. IDO AGREE TO CONSTRUCT SAID WORK IN COMPLIANCE WITH THE PROVISIONS OF THE BUILDING CODE, AS ADOPTED BY CHAPTER 613 OF THE CiTY OF CODE OF City of Cape Canaveral 1 A Acquisition Group, Ltd. January 23,2006 Roger W. Dobson - President (321) 799-4099 x 4041 (321) 784-7812 fax Re: Sewer Impact Fees Residence Inn by Marriott Cape Canaveral, FL Dear Mr. This summary of impact fees is provided in response to your letter dated January 9,2006. The total Sewer Impact fee for the above-referenced project will be $158.601.93 The total Capital Expansion Trust Fund Impact Fees will be $82.704.00 Please note that the quantity of seats is based on information provided in your letter. Should you decide to increase the number of seats beyond that calculated, additional sewer impact fees will need to be collected. Sewer Impact Fees ~ ~ ~ ~ Use Calculation Fee Hotel rooms (150) 150 x 876.61 131,491.50 Restaurant (58 seats) 58 x 292.23 16,949.34 Bar (18 seats) 18 x 174.87 3,147.66 Laundry (3 machines) 3 x 2,337.81 7,013.43 Pool baths Included in bar/restaurant use N/A Total 158,601.93 Capital Expansion Trust Fund Impact Fees 3127 Use Calculation Fee Parks and Recreation 150 x 151.55 22,732.50 Library 150 x 80.03 12,004.50 General Government 150 x 195.71 15,856.50 Police 150 x 128.29 19,243.50 Fire/Rescue 150 x 22.31 3,346.50 Aerial Fire Truck 150 x 63.47 9,520.50 Total 82,704.00 Please let me know if I can be of any further assistance. Sincerely Y rs, odd Morley Building Official 105 Polk Avenue · Post Office Box 326 · Cape Canaveral, FL 32920-0326 Telephone: (321) 868-1222 · SUNCOM: 982-1222 · FAX: (321) 868-1247 www.myflorida.com/cape · email: ccapecanaveral@cfl.rr.com