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HomeMy WebLinkAboutBldg Permit #12277- 166 Center St- 6/23/15Jun. 23. 2015 8:47AM Date: .eP CITY OF CAPE CANAVERAL Tracking g It.58. 0 410 r BUILDING PERMIT APPLICATION Permit # / 22.11 No.5648 P. 2 RECEIVED JUN Z 3 2015 (321)868-1222 City of Cape Canaveral Building Department - 7510 N. Atlantic Ave. - Cape Canaveral, FL 32920 You may download this application: www.cityofc8necanaveral.org. You may fax to: (321)86S-1247. All applications must include the backside of this form. Important: Please complete the checklist on the back of this form and provide other documentation as indicated on the checklist. A copy of contract may be required. Application packages will not be accepted unless complete. APPLICANT WILL BE CALLED WHEN PERMIT IS READY (Contractor/Owner-Builder is required to sign for the building permit, unless indicated otherwise by affidavit, I.D. may be required) Address of Job Site: /lP i, CArder cS'7/Y .- Zoning classification: Flood Zone: _ Legal description of property: Twig; RNG: SEC: SUBD: _ BLK: _ LO PB: PG: Property OwnerName: "''`� L --CE.. Phone: 3C0 Address: I (1 to Fee Simple Titleholder's Na a (doter than owner): Bonding Company: a) A. Address: Mortgage Lender: )/A Address: j Type of Permit Brief description of work: Const. Type (IA, VB, etc) _ _ Occa- panty CUssillca -flea (B,R1,R3 etc.) FPL lines currently available to nerve this property? Yes/No _.. . City Sewer evoUable to ewe tbis property? Yes/No # er Concrete! mom Parking Spaces >✓ Building it VVl t / / AV L, irTAIT i: _ ..,) & 'thin i • . -, ef , I �/ Tipp 4 Primary Contractor Name. /,, �yyl Address: i I . . ' 4, • iA : , State License No.: . Electrical Name of Compan : i ' ?7 Plumbing ,1I, NU 3.P.',_ _ Townhouse A ''y _, . ' hone (cell/pager.): 3:24-420-75$1 Fax:.126� S ->d2-€7/ _ Electrical Contractor Name: ,r Mechanical Name of Company:' Address: s Apartment Other Phone (cell/pager.): _ Fax: I Type of BuildingFeet (please indicate as applicable) Square under root Const. Type (IA, VB, etc) _ _ Occa- panty CUssillca -flea (B,R1,R3 etc.) FPL lines currently available to nerve this property? Yes/No _.. . City Sewer evoUable to ewe tbis property? Yes/No # er Concrete! mom Parking Spaces # of stories 2 # of dwel- ling units — # of bed- rooms — # of water closets Valuation of' work (Copy of Contract RWuned) $ la *yo $ ✓ Commercial 315(Z) Primary Contractor Name. /,, �yyl Address: i I . . ' 4, • iA : , State License No.: . , a • - .. -, _ ii Phone (o i Ice): , Name of Compan : i ' ?7 SFR ,1I, NU 3.P.',_ _ Townhouse A ''y _, . ' hone (cell/pager.): 3:24-420-75$1 Fax:.126� S ->d2-€7/ _ Electrical Contractor Name: ,r Name of Company:' Address: s Apartment Phone (office): Phone (cell/pager.): _ Fax: Plumbing Contractor Name: Name of Company: $ Address: Condominium State Li o.: Phone (office): .. Phone (cell/pager): _ Fax: S _ Other Address: State Licen • ' o.: Phone (office): Phone (cell/pager.): Fax: S Architect/Engineer Name:, Name of Company: Address: �f Stat cense No.: Phone (office): Phone (cell/pager.): Fax: Primary Contractor Name. /,, �yyl Address: i I . . ' 4, • iA : , State License No.: . , a • - .. -, _ ii Phone (o i Ice): , Name of Compan : i ' ?7 ii ,1I, NU 3.P.',_ _ A ''y _, . ' hone (cell/pager.): 3:24-420-75$1 Fax:.126� S ->d2-€7/ _ Electrical Contractor Name: ,r Name of Company:' Address: State ' se No.: ,... Phone (office): Phone (cell/pager.): _ Fax: Plumbing Contractor Name: Name of Company: Address: State Li o.: Phone (office): .. Phone (cell/pager): _ Fax: Mechanical Contractor Na =• _ Name of Company: Address: State Licen • ' o.: Phone (office): Phone (cell/pager.): Fax: Specialty/Other Contractor Name: Name of Company: 'Address: State License No.. Phone (office): _ Phone (cell/pager.): Fax: _. :.`a'S••d;;.Uu�:.l er.nsd3uu!<i ,u: Perin; AiviiCnuon R%•% \lay. 16.:'. !,: Jun. 23. 2015 8:47AM No. 5648 P. 3 1 Building Permit A . , lication Checklist Notes Completed Permit Application Current code edition: FL Bldg. Code 2010 (as revised) Current survey showing all proposed construction and ltmdscaeits Check with Bldg, Dept Fr setbacks 'fawner I8 acting as Contractor Notarized si: , ature — Owner/Builder Affidavit Sewer Impact Fee receipt May be deferred until C.O. Unless job is remodeling County Impact Fee receipt receipt May be deferred until C.O. Maybe deferred until C.O, Capital Expansion Impact Fee __ Sidewalk Impact Fee receipt If sidewalk exists on lot Recorded Warranty Deed / Proof of Qwnershi Over$7,500 for Mechanical change out Record will be kept on file after initial submittal For all work visible from Public Right -Of -Way . Copy of Recorded Notice of Commencement (over $2,500) Current Cert. Of Liability Ins./Worker's Comp. Policy / Exemption Approval _ Corntnunity Appearance Board Planning and Zoning Board Site Plan Ap • royal For all naw construction of four units or more Concurrency Forms For all new construction not part of approved site plan Primary Contractor's State License Record will be kept on file after initial submittal Subcontractor's State License Authorizations: Record will be kept on file after initial submittal Notify Building Department of contractor changes Plumbing Contractor Plumbing Contractor Electrical Contractor Mechanical Contractor Electrical Contractor Mechanical Contractor Roofing Contractor Swimming Pool Contractor Roofiat Sontractor Swimming Pool Contractor Gas Contractor Gas Contractor Specialty/Other Contractor Specialty/Other Contractor Construction Drawings: Per F.B.C. 104 Three sets of sealed construction drawings Per F.B.C. 104 Truss layout and reaction summary _ _ Cut sheets and shop drawings will be needed at time of insp. Electrical Load Calculations Plans must indicate person responsible for calculations Electrical Riser All new service must be located underground Plumbing Riser Plans must indicate person responsible for design A/C layout _ � Plans must indicate person responsible for design Plans must indicate person responsible for calculations Two sets of Energy Calculations Lot Drainage Survly Four sets of Fire Suppression/Sprinkler/Alarm specifications Requires Fire Dept. approval prior to issuance of permit Pool Barrier Requirement Form (signed) Pool permits will not be issued without barrier Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that alt work will be performed to meet the standards of all laws regulating construction in this jurisdiction. The Building Code in effect at the time of this application is the Florida jluilding Code 2010 Edition. I understand that all permits require inspections as indicated and that it is the responsibility of the permit holder to notify the building department when ready for inspection(s). This permit application is valid for six months from date of submission. By signing, applicant affiPnls that all above is true and correct and that he/she is an authorized agent of the Contractor/Owner and has the authority to apply for this permit. *ALL OTHER APPLICABLEIC�a STATE OR FEDERAL PERMITS MUST BE OBTAINED PRIOR TO COM 1f CEMENT* Contractor's Name: 6l s _ - ) Contractor's Signature: Date: . 51.1h5.Site Address: /(Q etair &i.€.e. t - For Notary use only: State of Florida, Cpiunty of Brevard Sworn and subscribed before me this '5 day of tV I , 20 5 , by 77it '11%S Printed name of Applicant who produced identification: I;;Arp Seal: ,►*NV, Notary public State of Florida Jennifer Hillhouse My Commission EE 845963 Tor Expires 10/28/2019 c ;i;is:.1)rrr.l arrtri'.'Intl:lint; ihn11111 !\pp•.ioal;c,+) R v, N•ft;16.201 or itY111° Sign- :Notary Public A This form may be duplicated. Jun. 23. 2015 8:47AM No, 5648 P. 4 CAPE CANAVERAL BUILDING DEPARTMENT Roofing Permit Application Requirements Contractor ill �SyS,� s 7,-)(1, Phone 0,7-/, �� ' Job Address ,ler Sired Work Description (MINI 4, rucke 4' c J A s,e/ted �d REUIIRED ITEMS: 1) One (1) completed APPLICATION FOR BUILDING PERMIT. wI1dJ / 77a0 Ft— 3.;2-.02.0 d0'boa ♦ Ca/6I 2) Two (2) copies of the Roof Specifications for each type of roof covering. (Not required for typical shingles). 3) Roof pitch (slope): „,L in 12. 4) Roofing Type Area Weight or Specification Manufacturer Deck Insulation a) Shingle: sq. b) Tile: sq c) Built -Up: sq. d) Single -Ply: q, hO mif'JO Z 7—SF/VI e) Other Type sq. INFORMATIONAL NOTES FROM THE FLORIDA BUILDING CODE: 1) Roofing shall be applied in accordance with the Florida Building Code current edition, and the Manufacturer's current published application instructions. 2) The entire City of Cape Canaveral is designated to be in the 140 mph wind zone, exposure category "C". All types of roofing shall be installed in accordance with the manufacturer's specifications: Approved N.O.A. 3) Any damaged or rotted sheathing or fascia shall be replaced. All plywood rips shall be 24" min. width per FBC. Table 2304.7(3). Replaced plywood will need to be clipped or blocked. 4) Underlayment for shingle roofing for slopes less than 4:12 down to 2:12 shall be two (2) layers of asphalt saturated felts applied in double coverage, or a self -adhering polymer modified bituminous sheet. 5) Re -Roofing (recovering) may be applied over only one (1) existing layer of sound roofing materials for a maximum total of two (2) layers. 6) If you have a flat roof (no slope), you must provide positive rgof drainage (no ponding of water after 48 hours) at the time of re -roofing. 7) A copy of the Roofing Specifications shall be kept at the job site along with the permit card at all times while the permit is active. The permit card shall be conspicuously displayed and protected from the weather. 8) Inspections: 1. Sheathing 2. Dry -In (drip eve/valley flashing/vents) 3. Final INFORMATIONAL NOTES FROM THE CAPE CANAVERAL BUILDING DEPT: 1) Re -roofing will need to comply with the Hurricane Mitigation Retrofit Requirements. Contact the Building Department for more information. 2) During the dry -in phase, all roof openings (vents, skylights, etc) shall be marked and protected from falling danger. Failure to provide fall protection is a violation of OSHA requirements and subject to fines. 3) Many peel and seal underlayments have restrictions as to how long they can be exposed to sunlight. 4) We don't want to slow down any re -roofing work waiting for an inspection. Schedule roofing inspections one day ahead, so the inspector can see the roof covering installation while still in -progress. 5) We have ladders capable of reaching 12' ft. If your roof is higher, Contractor must supply an extension ladder for all inspections. 6) An in -progress inspection is necessary for all re -roofs which have concealed fasters (Le. tile, metal). 7) A final inspection is required when the job is complete. 8) No construction noise is allowed on Sundays : : i irys (Ord. 34-154). CONTRACTOR'S SIGNATURE: DATE: 5/J5//n 0: Bldg.Dept.Forms/Appheations/Roofing Requirements This form may be duplicated Jun. 23. 2015 8:47AM STATE OF COUNTY OF No, 5648 P. 5 CFN 2015094639, OR BK 7364 PAGE 827. NOTICE OF COMMENCEMENT Recorded 05/12/2016 et 11:51 AM, Scott Ellis, Clerk of Cowls, Brevard Count/ # Pgs:1 TIE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of .roperty' (legal i.. escription o ProPery7 and .� ♦ • /i R �- 2. General description of improvement: 3. Owner information: a. Name and address: b. Phone number: / , address if av '!able) i, 1..1- .6� // Ft- 3 29a -o 5:219.26 21 -130 c. Name and address of fee simple titleholder (ifotherthan owner): 4. Contractor: % eh SySitemJ C ./balk a. Name and address: / /V . ' c ka h7 / S m.e p `- 3.7 92..5 b. Phone number: (� 5. Surety: a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender; 4.P02519 - a. 02519- a. Name and address: b. Phone number: A//,+ 7. Persons with the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7, Florida Statutes: a. Name and address: Ai A- b. Phone number: 8. In addition to hunself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: f a Name and address: .V / r� r b. Phone number 9. Expiration date ofnotioc of commencement (the expiration date is one (1) year from the date of recording unless a different date is specified) WARNING TO OWNER; ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 7]3, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR '' RD G OUR NOTICE OF COMMENCEMENT. forego Signature o • er or Owner's Au Signatory's TTee//Otice nutrient was acknowledged before me this / day of �(nemneof persoC . ,I_Jt � rlfr, r /1 AtErAIWIEtainial Sign - 1 fNotary Print. ', or stain officer, trustee, attorney in fact) for r LcG O eer/Director/Partner/Manager Ver L -c Ai( na9LI1 ML4( Notery Pubilc Slate of Florida Jennifer Hillhouse My Commission EE 84a953 Expires 1012812016 42(2L5:_by (type of authority, ...e.g. behalf of whom instrument was executed). blic— State of Florida Personally Known Type of identification produced comntissiojrled name of Notary Public OR Produced Identification Verification pursuant to Section 92.525, F)Qrida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the e to the best of my Iarowledge and belief. Signature on signing above Jun. 23, 2015 8:48AM No.5648 P. 10 TECH SYSTEMS= May 4, 2015 CONTRACT AGREEMENT THIS AGREEMENT, submitted between TECH SYSTEMS INC., hereinafter called the Contractor and TECH VEST, LLC., hereinafter called the Owner: WHEREAS, that the Contractor and the Owner for the consideration hereinafter named agree as follows: The Contractor shall furnish all of the materials and perform all of the work in a workmanlike manner on the following property to wit: 166 Center Street Cape Canaveral, FL Roof over Existing Scope of Work Remove gravel from existing roof surface. Install a 1/2" high density roof coverboard and a mechanically fastened 60 mil TPO single ply roof according to manufacturer's specifications. Install new edge metal, roof drains, pipe boots, any other components to make a complete water- tight roof system. Roofing Procedures 1. Remove existing gravel and discard. 2. Inspect roof surface to receive new roof system. Any deck repairs to be billed on a time and material basis. 3. Mechanically fasten a'/2" high density roof coverboard with extra heavy duty fasteners. 4. Mechanically attach a 60 mil TPO roof system according to manufacturer's specification using extra heavy duty fasteners and barbed seam plates. All seams to be lapped and heat welded. Tech Systems Inc. 1801 North Wickham Road, Suite #3 Melbourne, FL 32935 Phone: 321.259.22461 Fax: 321.255.0291 www.techsystemsflorida.com Jun. 23. 2015 8:49AM Details and Miscellaneous 1. Install TPO pipe boots and TPO coated roof drains. No. 5648 P. 11 2. Install new aluminum edge metal properly cleated and secured to meet all current wind uplift requirements. 3. Flash all vents and curbs with bonding adhesive and 60 mil TPO. S ecial Conditions 1. Owner to furnish electrical power, water, sanitation facilities, and ground storage area, 2. Contractor shall be responsible for all damage and theft of tools and materials stored on the site. 3. It is understood that Contractor shall not be held responsible for any damage to the interior of the building or its contents unless caused by Contractor's negligence. 4. Contractor to provide sanitation facilities, 5. Owner and Contractor will agree on any changes of specifications before any additional work is done. 6. This contract can be modified only if Owner and Contractor sign a later agreement, which sets forth the changes agreed to. If there is any work modifications the resulting cost or credit to Owner will be included in that agreement. 7. Please be aware that heavy loads on trucks are necessary to deliver and remove material on your job. Concrete and most other driveway and sidewalk materials many times are not able to withstand this weight without cracking. Therefore, neither Tech Systems, Inc., nor our material supplier, will assume responsibility for cracking or breaking of driveways, sidewalks, curbs, etc,, which may occur. 8. Contractor shall not be held responsible for any damage as a result of movement in decking during re roof projects. 9. Owner to be responsible for any electrical and mechanical disconnects or reconnects. Tech Systems Inc. 1801 North Wickham Road, Suite #3 Melbourne, FL 32935 Phone: 321.259.22461 Fax' 321.255.0291 www.techsystemsflorida.com Jun. 23. 2015 8:49AM Permits and Fees No. 5648 P. 12 1. Contractor shall provide all necessary permits for the execution of this contract and comply with any state or county licensing requirements. Owner to pay for permit. 2. Owner to be responsible for preparing and filing a Notice of Commencement for job and sending it to Tech Systems Inc. for permit processing. Insurance 1. Provisions shall be made to protect all property from damage and the public against hazard or injury. All property damaged as a result of this work shall be restored or repaired by the Contractor at his expense. I. Contractor shall submit statement of insurance coverage and comply with Owner's requirement and agrees to keep said insurance in force for the duration of this contract. 2. Contractor shall hold Owner harmless for any accidents occurring to his employees. Warranty 1. For a period of five (5) years, Contractor warrants that there will be no water penetration. This warranty does not cover damage due to abuse, hurricanes, lightning, severe structural faults, acts of God or situations not attributable to faulty material or workmanship. 2, Remedy - In the event that water penetration occurs Contractor will rectify the problem at no cost to Owner. Contractor is not responsible for contents of the building, 3. Provide to Owner a twenty (20) year NDL manufacturer's warranty. Tech Systems Inc. 1801 North Wickham Road, Suite #3 Melbourne, FL 32935 Phone: 321.259.2246 1Fax: 321.255.0291 www.techsystemsflorida.com Jun. 23. 2015 8:49AM Contract Price $138,900.00 No. 5648 P. 13 Payment Schedule 1. Periodic progress payments to be made for both materials stored on the site and work in progress. 2. The total contract price is effective as of the above date and shall remain so for a period of thirty (30) days, after such time the price is subject to change without notice. 3. IN WITNESS WHEREOF, we have executed this Agreement this , 2015. 4411 day of Tech Systems inc. 1801 North Wickham Road, Suite #3 Melbourne, FL 32935 Phone: 321.259.22461 Fax: 321.255.0291 www.techsystemsflorida.com 0 is 6 INr'\(m 4. oii:I \/ TRINITY' Exterior Research and Design, EIC. d/b/a Trinity( ERD Certificate of Autha rlsation 89503 Prepared by: Robert Nleminen, PE -59166 /lora 4a. P c/1.f,sti; AIDE . s,'d vet ;N, fis pe* Evaluation Report 01506.09.05-R17 for FL5293-0t6 Revision 17:12/16/2014 Appendbc 1, Page 33 of 75 0 vn 4 I-1 _ p TABLE 2C: STEEL Cal CONCRETE DECKS -NEW CONSTRUCTION, REROOF (7E ut-Ors)onREC0VER t• "'ILLI Z. SYSTEM IrA Ci l --.Lam y TYPED -1; MFCHAIRCAILYATCHEDROOF COVER • Lt Q MDP System No. Deck (See Note 1)TYPe Insulation • Roof Cover r 4. Lc) w 3 tta Membrane Fasteners a c:. - '- '7ttachment (psi) y S 259. Min. 22 ga., type 0, Grade 80 steel One or more layers, any combination, min_ 14nch Prelim. attach £verGuard TPO Drill -Tec KHD with Drib -Tec 2 3/8 in. Barbed XHO Plates 18 -inch ox. within 6-Inchwide laps spaced 54 -inch o.c. and sealed with a 1.5 -inch heatweld. -30.0 5-260. Min.22ga.,type 0, Grade33 steel One or more layers, any combination, nsin. 1.5 -inch Prelim. attach EverGuard iPO Drill -Tec Orill-Tec 2.3/8 in. Barbed XHD Plates or Drill -Tec EyehookAteuSeam Plates ' 12 -inch o.c. within 6 -inch wide laps spaced 114 -inch o.c. and sealed witha 1.5 -inch heatweld. 30.0 7 .;�s _� ... - . �', - •••:•x ,c. >.,.-. - „ _. _ • „ _�1171Gr22.ga.,.ty e:8-. -Gtadc�33sbeel ,: --. -� . • : - :_Q a krtio[�;Ra�ersrany..Y,: . - 9 ;�! _ ,t y - --cotnbl n 'mrn. 1 -loth : -. .: ,,. .-!!� r - ...- --.:. _...... P,_[elFi-rE; ,,, :<S-- • � h' atlfac . <:: :Ev'erOia►d`�� .� `�F1 ' - Eli`-�:` - OrilkTEc�HI>�viritlit7rl(kTec�lts u'Ie==:-:.�:` < f : uh - :=t,< �•-.`'.:iii a<:. -..lie. Cb .}�ati>s''^ ' - -s . �'13=1ri'` "^vl--n "i' .x� cho:c.. rti�(. ;6: n'c)i�viir}e;fapss' �`i1.9('�fifh,a4d:.t- -<�.o-.�x:Y : �-" r: Y.e sr!.•g.< -t _ 3eafe�wr[N:a:l:5=iiieR_61aat.we iX =�,� - • `-> w _'-��.• `«3 .a: 5.262. Min_. 22 ga„ type B, Grade 80 steel One or more Payers, any combination, min. L.5-indi Prelim. attach , EverGuard TPO Dr tit -Tec XHD orSKHD with DriI -Tec 2 3/4 in. Barbed SKIM Plates 12 -inch oz. within 6andtwide lapsspaced 114 -Inch o.c. and sealed with a 1.5 -inch heat weld. 37.3 5-263. Min. 22 ga., type B, Grade 80 steel One or more layers, any combination, min.1.5-inch Prelim. attach EverGuard TPO Drill-TecXHD with Dril -Tec 2 3/8 in. Barbed XHD Plates 12 -inch o.c. within 5 -inch wide Zaps spaced 115 -inch o.c. and sealed with a 1.5 -kith heatweld. _37.5 S2�' Min. 22 a., B, g type Grade33 steel One or more I layers, any combination min. 1.5 -inch Prelim. attach EverGuard TPO Drill -Tec XHD with Drill -Tec 23/8 in. Barbed XHD Plates; vrDrill-Tec SXHD with Drill Tec 2 3/4 in. Barbed SXHD Plates 12 -inch o.c. within 6 -inch wide laps spaced 54-lncho.c. and sealed with a 1.5 -inch heat weld. 45-0 5-265 Min. 22 ga., type B, Grade33 steel One or more layers, any combination, rein. l -Inch Prelim. attach EverGuard TPO Drill -Tec SXHD with Drill --Tec 2 3/4 in. Barbed SXHD Plates 12 -inch o.c. within 6-inchwide tapsspaped 90 -Inch o.c. and sealed with a 1.5 inch heat weld. -45 5-266 ya., type B, Min. 20r Grade33 steel One or more layers any combination„ min. 1 -inch Prelim. attach EverGuard TPO Drill -Tec XHD with Drill -Tec 23/4 in. Barbed SXHD Plates 12 -inch v.c. Within 6 -inch Iapsspaced90-loch o_c. and sealed with a 1.5 -inch heat weld. '0 5 267. Min. 22 ga., type 8, Grade 80 steel One or more layers, any combination, min. l.5 -inch Prelim. attach EverGuard TPO Drill -Tec XHD with Drill -Tec 2 3/8 in. Barbed XHO Plates 6 -inch o.c. within wide laps spaced 114.5 -Inch o.c. and sealed with a 1.75 -inch heat weld. 45.0 5268. Min. 22 ga_, type 6, Grade 80 steel One or more layers, any combination, min. 1 -inch Prelim. attach EverGuard TPO Drill -Tec .SXHD with I)rIIl-Tec 2 3/4in. Barbed 12-Incho.c. within 6 -inch wide lapsspaced 114-incho.c. and SXHD Plates J seated witha 1.55 -inch heat weld. 0 -: ,),---;,:-..,:::•-• •: -.,f ':Sr•289:=:..,.,y_, ri"4:•., .4.-,;-,- z -, , g_�typr•, •- ..- - .: fia : - - 3 eF: -. c _ - :: __ -.- ,este . .. , .. < O .o mo-e.,---:$,ar-------,--- '� •• -� -'•-•^ = nati mtru4:-I r!► ....,r. li ._ o!tr�. -.Z.- f- - -;.-:.:.,.:.;...:,.0. _..._ .�^.a,:a i ='=`: ,E'.[e-; ..--- . t attach:: :..._ ,...- Er''`";-..- - - � 'tls0-�`� -- fill -Tec XHO with Drill -Tec 2-3/8 bed = __--Fates Drlt7ec.E-F --6 k niSEafm, -- :.t 1---dnc.wit.-zi%uidiivd' iirw.aZea is b- - - - - Ch..4`arid �- a ,,..t<Te ?in.Doiilile8aijd.K.ID .-'sealediglitia.• c .-....Twe(d _ _ • 'hies-� -'x;:- ' =-' ,, Plates r ! `�2°;t:'., .r : g.„ •. ..__ .:.. � �' s= 'a,�.•',:''-,-' 5.270. Structural concrete One or more layers, any combination, min. 1.5 -inch Prelim attach or 08500 Drill -Tec f114 or Drill -Tec CD 10 fasteners with Driil--Tec 2 In. Double Barbed XHD 6 -inch o.c. within 6 -inch wide laps spaced 114 -inch o.c. and Plates, Drill --Tec 2-3/8 in. Barbed XHD Plates sealed with a 1.5 -inch heat wed. or Drill -Tec EyehookAccuSeam Plates 52.5 EverGuard TPO 5.271. Min. 22ga., type 8, Grade 80 steel One or more Payers, any combination, min. 15 -inch Prelim_ , attach EverGuard TPO Dr;l HD with Orfll-Tec 2 3/B In. Barbed 6 -inch o.c. within 5 -inch wide tapsspaced215-inch o.c. and KHO Plate Plates or Drill -Tec 2 In. Double Barbed sealed with a 1.5 -inch heatweld. XHD Plates 52.5 5-272. Min. 22 gas, type B, te Grade 33 steel One or more layers, any combination. min. 1.5-irrch Prelim. attach EverGuard TPO Drill-TecXHD with Drill -Tec 23/8 in. Barbed 6 -inch mt. within 5 -inch wide laps spaced 54 -Inch o.c. and XHD Plates sealed a 1.5 -inch heatweld_ 60.0 Exterior Research and Design, EIC. d/b/a Trinity( ERD Certificate of Autha rlsation 89503 Prepared by: Robert Nleminen, PE -59166 /lora 4a. P c/1.f,sti; AIDE . s,'d vet ;N, fis pe* Evaluation Report 01506.09.05-R17 for FL5293-0t6 Revision 17:12/16/2014 Appendbc 1, Page 33 of 75 0 vn GAF IQua!ltyVoucan . TruSt.. •'From': • .:NorlhAmerica's ., ''• :Largeitgooting•.'" .:•Manir/acfurer!'" • . gafcam: •` :.: No, 5648 P. 15 EnergyGuardMD POLYISO COVER BOARD Description EnergyGuard"" HD is a 1/2" thick high-density polyiso cover board. EnergyGuard"" HD has an R -value of 2.5, * the highest of ony cover board—and, at 11 lbs per 4' X 8' board, Ws a fraction of the weight of gypsum cover boards. With over 80 psi compressive strength and a durable coated gloss facer, EnergyGuardm HD is on ideal board for protecting your roof against the elements. Features and Benefits • Easy to Handle... Light weight j 11 lbs per 4' X 8' board), easy to cut and install • Superior Performance... Highest R -value cover board at 2.5 • Durable Construction,.. Over 80 psi compressive strength combined with o durable coated glass facer • Versatile, , . Compatible with mechanically attached TPO, fully adhered TPO, cold - applied MB, cold applied BUR applications, and morel Product Details • Compressive strength >_80 psi • Hail rating of SH -1 • Weight - 11 lbs (4' X 8' board) • Premium coated glass facer • Thickness - 1/2" • Pieces per bundle - 48 • Contains no CFCs or HCFCs; hos zero ODP and is EPA compliant Codes & Compliance • UL Class A (790) • FM Approved - consult RoofNay.com for specific assemblies • ASTM E108 • ASTM C1289 Type 2, Class 4, Grade 1 >• : T1 f PI01...prF1YS�CAL; PRc,Nrer, $•DATA CHART; poOsp � , FQANI,.CCf�'ONL•Y .--^ PROPERTY TEST METHOD VALUE .Compressive Slrongth .• .ASTM 01621•; . ' ' ' . . ?.t3.0•psi•. • 'Dimensional Stability. : ` • ASTM' 14126%. ' - , < 0, 5% Iinec t change' .Water.Absorption•-; ' • • 'ASTM'''C209 ' • •' ' ' • ' < 1 %volume • . Resistance to,Mold ' • • • . • '. ASTM 03273;. .. Possed110) •Service Temperature ' ' • ' ; ' ' 260°F 260°F •or'less Recycled Content . >' 8°' *Tested in accordance with ASTM C.518 ©2013 GAF • 5113 • #384.1361 Alps Road • Wayne, NJ 07470 252545.0513 COMGT32g Jun. 23. 2015 8:49AM Applicable UL Listed, F Compliant', E EverGuard® TPO 60 mil Membrane n rds proved, Miami -Dade County Approved, Florida Building Code °.•proved, CRRC Listed, Tide 24 Y STAR®Qualified",ASTM D6878. No. 5648 P. 16 Physical Properties ASTM Test Method . ASTM 06878 Minimum EverGuard' Typical Test Datq 1. Certain data Is MD provided in (machine direction) x CMD (cross machine direction) formal. 2. Data is based upon typical product performance, and is subject to normal manufacturing tolerance and variance. Nominal Thickness ASTM D751 0.039' (min.) (0.99 mm) 0.060'11.52 mml Breaking Strength ASTM D751 Grab Method _ 220 lbf/in. (38.5 Wm) 305 lbf x 290 lbf (454 x 432 kg/m) factory Seam Strength ASTM 0751 66 Ibf (98.34 kg/m) 135 lbf {membrane failure) (201.1 kg/m) Elongation al Break ASTM D75) 15% 30% Heat Aging ASTM 0573 90% Retention of Breaking Strength and Elongation at Break 100% Teor Strength ASTM D751 8' x 8' (203 x 203 mml Somple 55 lbf181.95 kg/m) 75 lbf x 13011:41111.8 x 193.7 kg/m) Puncture Resistance FTM 101C Method 2031 Not Established 380 lbs. (172 kg) Cold Brittleness ASTM D2137 _ •40'C 40'C -� f ermeance ASTM E96 Not Established 0,08 Perms Dimensional Change ASTM DI204 015B'F (70'C), 6 hrs. +/-1% 0.4% Water Absorption ASTM D471 @I 58T (70'C), 1 week +/•3.0% (top coating only) 0,7% Hydrostatic Resistance ASTM D751 Method D Not Established 430 psi Ozone Resistance ASTM 01149 No visible deterioration 6 7 x ma nificaiion No visible deterioration ® 7 x ma nificalion Reflectivity (white) Initial/Aged Emissivity (while) Initial/Aged ASTM C 1549 ASTM C1371 N/A 0.76/0.68 0,90/0.83 N/A Weather Resistance ASTM G155/D6878 10,080 K1/1m2. nm) of 340 nm >25,000 IQ/Imr, nm) &a40 nm Heat Aging ASTM D573 240'F (115'C) for 32 weeks 60 weeks Thickness Above Scrim Guaranfce • ' Up to 25 years ASTM D7635 Min 30% of Total Thickness 22.1' (561 mm) (Nominal) *White, Energy Gray, and Energy Tan Membranes Only Product Data **ENERGY STAR'only valid in the USA RiaII*Size • 'Storago ;Safety Warning • Note: Product sizes, dimensions, and widths are nominal values and ore subject to normal manufacturing/packaging tolerance and variation. Colors White, Ton, Gray, Energy Tan, Energy Gray FuII Size•ROII 10'x 100' (3.05 x 30.5 m) (1,000 sq. h. (92.9 sq.mj) 8' x 100' (2.44 x 30.5 m) (BOO sq. ft. [74.3 sq.m]) Full Roll Weight 322 lbs. (146 kg) 257 lbs. (117 kg) Half Roll Size • 5' x 100' (1.52 x 30..5 m) (500 sq. ft. [46.5 sq.m]) 4' x 100' 11.21 x30.5m) (400 sq. ft. [37.1 sq.m]) Half Roll Weight 162 lbs. (73.5 kg) 128.8 lbs. (58.4 kg) Note; Membrane rolls shipped horizontally on pallets, stacked pyramid -style and banded. Store rolls on (heir sides on pallets or shelving In a dry area. Membrane rolls are heavy. Position and install by at (east two people. GAF QuallyYoual,Trutt... fmm North American L#4e61 Roofing Maaulecturerr 62014 GM I I/14 • 042 gaf.com