The URL can be used to link to this page

Home My WebLink AboutUntitled (2) r DESIGNER/ENGINEER: _ Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must b@-Worded and posted on the jobsite before the first inspection. If you intend to obtain financing, cons wit lender or an attorney before commencing work or recording our Notice of Commencement. Signat a of Owner/Lessee/A nt Signatur o ontractor/License Holder STATE OF FLORIDA STATE OF FLORIDA COUNTY OF MAP41n COUNTY OF M-AtAIA The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me this c90 day of akn L_ 2011, by this c20 day of TUncr 20 I(P by 3_UJ A VC"tg kn 50n Aeinc' (Name of person acknowledging) (Name of person acknowledging) 0'4�� '4�t� C'� (Sigytature of Notary Public-State of Florida) / (Sign a6re of Notary Publi -State of Florida) Personally Known OR Produced Identificationy Personally Known OR Produced Identification Type of Identification peof Identification Produced R. oduced Nofuy PubMc Steffi a Flotfda Cafinela FraMad Notary Pubnc State a F Commission No. ( �isabnFF975783 mmission No. -�I'1S'l b' aFraMant°M OF w 05/29/2020 CertKnlssbn FF 97S or w E*res 05/29/2020 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED ev. Planning & Development Services Department IWOBuilding & Regulations Division - Product Review Affidavit Owners Name �lG�•` - �hn Applicant: 5A-e. Building Permit# �-- ndo Product Opening Design Product Rated Manufacturer Model Number Product Approval Glass Method of Attachment Pressures Design Pressure Number T ype Windows Mullions Flied Glass Block Glass Skylights Sliding Glass Doors Swlng_htptRoors French Doors Gara a Doors Hurricane Protection Roof Ventilation Roofing Material Revised 07/22/2014 I have reviewed the above components or cladding and 1 have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: Signature: seal Design Prof: Cert.No. Date: PAUL WELCH INC. PAUL Mechanical Electrical Civil Engineering 1984 S.W. Biltmore St. Suite#1 14 Port Saint Lucie, FL 34984 Phone (772)785 -0988 Email pwelchinc@aol.com June 30,2016 Re: Vaughn Re-Roof 5212 Hickory Dr. Fort Pierce, FL 34982 SCOPE OF WORK: Remove existing roofing and install new 5-V Crimp Metal Roof(Metal Sales Manufacturing Corp. FL# 14645.3)at above referenced residence address over new underlayment and existing plywood sheathing. DESIGN CRITERIA: FBC 2014 ASCE?-10 PROJECT DATA: BUILDING HIEGHT= 8'-0" A= 3' MEAN ROOF HIEGHT=<13' ROOF ANGLE=3:12 SHAPE=PITCHED GABLE IMPROTANCE,FACTOR= 1.00 WIND VELOCITY V ult= 165 MPH WIND VELOCITY V asd= 124 MPH EXPOSURE=C ENCLOSURE CLASS=ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT= -0.18 APPLIED UPLIFT DESIGN PRESSURES ON SLOPED ROOF (vsf): ZONE I (Field)=-37.7 ZONE 2 (Perimeter/Ridge)=-63.7 ZONE 3 (Comers)= -93.6 Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 June 30, 2016 5212 Hickory Dr.Fort Pierce,FL I of ROOFING ATTACHMENT REQUIREMENTS: Metal roofing to be attached with#9— 16 or#10—14 x+/-1 %z"long(minimum 3/8"penetration through plywood sheathing)hex head wood screws with sealed washers. Fasteners shall be placed through the panel ribs at 12"on center across panel width and spacing along the ribs as follows: ZONE 1 (Field): Fasteners t6ru the ribs at 16"O.C. ZONE 2 (Perimeter/Ridge): Fasteners thru the ribs at 16"O.C. ZONE 3 (Corners): Fasteners thru the ribs at 8"O.C. Fasten all panel ends at 6" O.C. across panel width. Zones 1 &2 Design uplift Pressure: -74.8 psf Zone 3 Design uplift Pressure: - 196.75 psf Zones 1 &2: 74.8 > 63.7> 37.7 Therefore O.K. Zone 3: 196.75 >93.6 Therefore O.K. UNDERLAYMENT INSTALLATION: Underlayment shall be Allied Building Products Corp. TRI-BUILT Smooth HT S/A FL#16048.1. While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c, for valleys and ridges: cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place,working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. DECK INSTALLATION: Re-nail all plywood sheathing(19/32"thick minimum)with 8D ring-shank nails at 4" O.C. perimeter and 6" O.C. field for all zones. All work to be in compliance with product approval (FL# 14645.3), (FL# 16048.1), manufacturer's specifications, and the Florida Building Code 2014. Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 / June 30, 2016 5212 Hickory Dr.Fort Pierce,FL 2 of 3 -- ---- 3 0 v M LV 7U, _ rAVf A` `A" �A` ROOF ZONE PLAN A=3' ZONE DESIGNA770N(TYPICAL) Paul Welch Inc. Paul Welch P.E. Reg. No. 29945 June 30, 2016 5212 Hickory Dr.Fort Pierce,FL 3 of 3 a L rt%ent meat Services papa �eYeloion�divisionpr,/��rt k planninsuilding& egulata ��aN7°e t gev�e'w A,f�ldavi� produC K� APp�cant: pA,nersvia 'Nam'e ��Nutaast r--r---M" psoduatR OPentMi�� r Ptt t t M�bns ptxed Otass ' :r BlockO� ` S hts SIkt1 ts pools ------ D Qpgts pouts t3as _ �7 Fiiitricane Ptotaat�on �}4 i`J1 r v kA �!' IBJ . Ro�ventt�au°n � 3'7• y 74 '�` nate reatetanee to the 5 e products Provide adeq �Ar �1 ''�;eco 3 `•1 t �etraeture. d I h°Ve approved their Use� ouents or cod ep a tstong• ?,Ol Gr ed the ab VC by Current c° I have review" forces p Signature = and - 'D�►te wind loads 2"4.5 1 PAUL D�tffi°Yrofc.r----"" EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET,UNIT#13 TRINITY ERD OXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Allied Building Products Corp. Evaluation Report A42960.10.12-113 dba TRI-BUILT Roofing Products FL16048-113 9050 Louisiana Street Date of Issuance:10/25/2012 Merrillville, IN 46410 Revision 3: 10/08/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 5. Prepared by: ,tttttttr, r+: x Robert1.M.Nieminen,P.E. '' `Cv{N v- �tt The on 10/0 seal appearing was does byRobert Nkminen, tP.E.on 10/08/2015.This does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 document.Signed,sealed hxdmpies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinityI ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: TRI-BUILT Roof Underlayments,as produced by TRI-BUILT, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1,1507.5.3,1507.7.3 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties S40540.02.13-1 02/19/2013 ERD(TST6049) Physical Properties 540540.11.13 11/19/2013 ERD(TST6049) Physical Properties 540540.03.14 03/26/2014 ERD(TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD(TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD(TST6049) Physical Properties 543530.02.14-1-R3 05/14/2014 ERD(TST6049) Physical Properties 543530.05.14 05/28/2014 ERD(TST6049) Physical Properties 540540.30.14 10/31/2014 ERD(TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD(TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self-Adhering Underlayments: 4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced, sand-surfaced, SBS modified bitumen roof underlayment,with a 36-inch sheet width. 4.1.2 Tri-Built 5/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified bitumen roof underlayment. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3 Certifkote of Authorization#9503 FL16048-R3 Revision 3:10/08/2015 Page 2 of 5 TRINITY ERD 5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail-On Tile Foam-On Tile Metal Wood Shakes Slate Shingles &Shingles Tri-Built Sand-R SA Shingle Yes No No No Yes Yes Underlayment Tri-Built S/A HT TU Yes Yes Yes Yes Yes Yes Underlayment See 5.5.1 Tri-Built Smooth HT S/A Yes No No Yes Yes Yes Underlayment 5.5.1 "Foam-0n Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion /long term aging data from an accredited testing laboratory is provided. Y Tri-Built S/A HT TU Underlayment with 3M'"2-Component Roof Tile Adhesive AH-160(FL6332)or Dow TileBond'm Roof Tile Adhesive(FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct-Bond to Deck: Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment applied to: ;e Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood,OSB or Southern Yellow Pine substrates,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self- adhering underlayment. 5.6.2 Bond-to-Insulation: Tri-Built S/A HT TU Underlayment applied to: Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on the systems,insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D or TAS 114,Appendix J. 5.6.3 Bond to Mechanically Attached Base Layer. Y ASTM D226,Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam-on the systems,base layer shall be attached per minimum requirements of FRSA/TRI April 2012(04-12). Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3 Certificate of Authorization#9503 Fu6048-113 Revision 3:10/08/2015 Page 3 of 5 TRINITY ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure=-45.0 psf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION: 6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 Tri-Built Sand-R SA Shingle Underlavment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile applications: While priming is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel-off the release film diagonally while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6- inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps shall be sealed using either heat-welding or hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the overlap area at the top of the sheet at 12-inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys,apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3 Certifkate of Authorirodon X9503 FL16048-113 Revision 3:10/08/2015 Page 4 of 5 TRINITY ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C.Rule 9N-3 CIA requirements. 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report A42960.10.12-R3 Certlfkate of Authorization N9S03 FL16048-113 Revision 3:10/08/2015 Page S of 5 s EVALUATION REPORT OF METAL SALES MANUFACTURING CORPORATION `26 GA. 5V-CRIMP PANEL' FLORIDA BUILDING CODE 5T" EDITION (2014) FLORIDA PRODUCT APPROVAL FL 14645.3-112 ROOFING METAL ROOFING Prepared For: Metal Sales Manufacturing Corporation 545 South 3rd Street, Suite 200 Louisville,KY 40202 Telephone: (502)8554300 Fax: (502) 8554290 Prepared By: Bala Sockalingam, Ph.D.,P.E. Florida Professional Engineer#62240 1216 N Lansing Ave., Suite C Tulsa,OK 74106 Telephone: (918)492-5992 FAX: (866)366-1543 This report consists of Evaluation Report(3 Pages including cover) Installation Details (1 Page) Ilift% SOCKgC P No 62240 Report No. C2010-3 • w •► STATE OF ;14/: Date: 3.27.15 do 0 • Al P, . <v�: OR N O A % ''5.3� .20k !S; FL 14645.3-R2 C2010-3 3.27.15 Page 2 of 3 Manufacturer: Metal Sales Manufacturing Corporation Product Name: 5V-Crimp Panel Description: 24" wide coverage with(5) 1/2" high ribs Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Deck Description: Min. 19/32" thick plywood for new and existing constructions. Designed and installed as per FBC 2014. Deck Attachment: 8d x 2.5" long ring shank nails or#8 x 2" long wood screws @ 6" o.c. (Minimum) in the plywood field and @ 4" o.c. at edges New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of#30 felt. For reroofing (Optional) construction only. Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 41.6 psf @ fastener spacing of 36" o.c. (Factor of Safety=2) 74.8 psf @ fastener spacing of 16" o.c. 196.75 psf @ fastener spacing of 8" o.c. Fastener Pattern: Type: #9-16 or #10-14 hex head wood screws with sealed washer. Fastener shall be of sufficient length to penetrate through the deck a minimum of 3/8". At panel ends @ 6" o.c. across panel width At intermediate @ 12" o.c. across panel width Test Standards: Roof assembly tested in accordance with TAS 125-03 `Standard Requirements for Metal Roofing Systems'. Code Compliance: The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 Product Limitations: Design wind loads shall be determined for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum support spacing listed herein shall not be exceeded. This evaluation report is not applicable in High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current FL 14645.3-R2 C2010-3 3.27.15 Page 3 of 3 approved roofing materials directory or ASTM E 108/UL790 report from an accredited laboratory for fire ratings of this product. Supporting Documents: TAS 125 Test Reports Farabaugh Engineering and Testing Inc Project No.T 181-05, Reporting Date 7/21/05 (Tests#I &2) Project No.T240-09, Reporting Date 9/22/09 Architectural Testing, Inc.—West Palm Beach, FL (Formerly Hurricane Test Laboratory, LLC) Project No. 0103-0712-09, Reporting Date 9/1/09 OPSIN Br. CHECKED ar: B.S 05. PLOT: WiE J/3S/15 EXISTING SHINGLES SEE DETAIL 2 SEE DETAIL NEW UNDERLAYMENT FASTENER AT PANEL FLAT 5V-CRIMP w (REQUIRED ONLY FOR REQUIRED FOR PANEL a UCTION (OPTIONAL) (PANEL OVERLAP) NEW CONSTR ) ENDS ONLY. AK n u o n u n EXISTING UNDERLAYMENT / PANEL FASTENER PER ALLOWABLE (OPTIONAL) MINIMUM ATTACHMENT: PRESSURE TABLE ON THIS SHEET. oz 8d x 2.5" LONG RING SHANK NAIL -_ OR #8 x 2" LONG WOOD SCREWS SPACED 0 6" O.C. IN THE FIELD & MIN. 2X- WOOD RAFTER/JOIST/-/ 4" O.C. AT PLYWOOD EDGES oz TRUSS AT MAX. 24" O.C. a TYPICAL PANEL INSTALLATION X—SECTION o o VwN Z t=o (nN moo #9-16 OR #10-14 WOODSCREWS ALLOWABLE UPLIFT PRESSURE NEW UNDERLAYMENT WITH SELF SEALING WASHER AT MAXIMUM SPACING OF 36" O.C. FASTENER PRESSURE ��ro (REQUIRED ONLY FOR SPACING "� NEW CONSTRUCTION) (IN) (PSF) En m:5; 5V-CRIMP cn w ~-� J oo EXISTING SHINGLES MIN 26 GA. 36 41.6 00 (OPTIONAL) ¢J � ¢ a 8 196.75 = uj J a wZ - a d EXISTING UNDERLAYMENT a i PLYWOOD CL a (OPTIONAL) 19/32" THICK (MIN.) GENERAL NOTES q : DETAIL 1 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE it FLORIDA BUILDING CODE (FBC). i z =oma 2. ROOF PANELS SHALL BE MIN. 26 GA. (t = 0.0169"). EFFECTIVE COVERING � y J„ #9-16 OR #10-14 WOODSCREWS WIDTH OF PANEL - 24". 3. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS _ <� WITH SELF SEALING WASHER AT J NEW UNDERLAYMENT SPECIFIED ON THIS DRAWING. MAXIMUM SPACING OF 36" O.C. (REQUIRED ONLY FOR 4. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS NEW CONSTRUCTION) PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS oco ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. EXISTING SHINGLES 5V-CRIMP 5. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA (OPTIONAL) MIN 26 GA. BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL, 6 RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. IZ EXISTING UNDERLAYMENT (OPTIONAL) PLYWOOD DRWING REV. DETAIL 2 19/32" THICK (MIN.) 2�1�-3 SHEET N0. 1 OF