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Home My WebLink AboutSUBMITTED PAPERSDATE: FEES Dt /JkA RECEIPT #: Permit #: Planning & Development Services Department /3Qs -6aT? Building & Code Regulation Division SC 2300 Virginia Avenue gNNE Ft. Pierce, FL 34982-5652 S' Q Tel. 772462-1553 f � t/Cie C APPLICATIION FOR ROOF PERMITSEE REVERSE SIDE FA otnty UCTIONS 1. Location/Site Address: � '� Iyd 1c l Ll ye — 2. Parcel ID Number: 1 ?)01 - (� 05 - Q�) 9' C? - (Y)U ^ ') Office Use Only Section Townshi Range Map Page Zonin' Land Use Initials 3. Description of Project or Work Activity: 'FC0.1' C?:' k e �6� Cs0• 4. Total Roof Area (square feet): ) '9O b 5. Roof Pitch: 6. Type of Roof: [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen W Other [� Product Approval required for all types of Roofing Material (2 Sets) ] All Commercial Roofing requires design by an Engineer or Architect (2 Sets) with Product Approval attached - ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Name: i!e 4 n 12 mlcp kq Address: B0,10 '3 71�)e cLr\ CL City: "yn- - Qi Q.CU State: L Zip: Aacft Phone: 77 a - 5.1e- D5a5 FL Reg/Cent #: Cee. o 5R aQ 1 County Cert #: 90,66(, Business Name: K,i Ck e- &ham Cell Phone: 7`7Q/%73 -&/9 7 9. Value of Construction: $ 9, �C Q - "Note Dry -in and Final Inspection Required. Additional inspection may be required per Product Approval. CONTRACTORIOWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. tar d PRINT QUALIFIERS/OWNERS NAME SIGNATURE OF QUAi_iFHMO R STATE OF FLORIDA, COUNTY OF .t. C� ACKNOWLEDGED BEFORE ME THIS 1 DAY OF 20 i , BY 0,J--,G C% WHO IS PERSONALLY KNOWN TO ME OR HAS PRODUCED AS IDENTIFICATION s-.Lt Y) BOBILIN SIGN RE OF Y TYPE OR PRINT NAME OF NOTARY (seal) r�tn W COMMISSION EE883700 COMMISSION NUMBER EXPIRES: MAR 13, 2017 7� Bonded through 1st State Insurance NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 Permit No. State of Florida County of St. Lucie NOTICE OF COMMENCEMENT Tax Folio The 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. O` Pi�rCo L 3LCj5 3 D��a.r, a Owe Legal Description of Property: (and street address if available): ,LQaCP�_ �1C — L� n; -ll- --5 - ). f_ fS (.9 Lbf eg ) (m� )S.J^g,5) (or ] O ?1- l y 1 )� General description of improvement -Teo- - C?PP . ep fop-C W44-'1 M-e-4-a l� Owner information or Lessee information if the Lessee contracted for the improvement: Name t4n alNkposr-, P rnf a C-ONu Address 8,'I-,0"`X�o2.\CA-r16- Ave, T �- f-�i QX-csz Interest in property: nIiyn 'PX- Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Contractor Address: Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: C Phone Number: hone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sectio 713.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates of Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of Expiration date of notice of commencement: (the expiration date may not be before the comp etio of const onApodfifigaI yment tc contractor, but will be 1 year from the date of recording unless a different date is specified) 19� A _ C7iCJ P� T� WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, 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 RECORDING YOUR NOTICE OF COMMENCEMENT. rr ,XF(hO OzmZm s"wC G} 6 n n Nmus pis QG) C? nt c3 Z -4 r= rn c) o �. Ja O ct in 1 °i i =a m Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowledge and_k ief. _ of Owner d—rLessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing instrument was acknowledged before me this day of , 20_ , By ��J1�1 V_ as �9 LJh fif for Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed (Signat)ure of N'o ry Public - State of Florida) (P nt, T e, or Wylg6j&ted Nat ie of Notary -Public) 'n MY COMMISSION #EE883700 EXPIRES: MAR 13, 2017 CP Bonded ttUOugh 1st State Insurance Personally known=�ror produced Identification Type of Identification produced Property Appraiser - St.Lucie Caw¢ Jity, FL Page 1 of 1 Kathleen P Murphy Record: 1 of 1 Property Identification Site Address: 8303 Deland Ave Sec/Town/Range: 02 :34S :39E Map ID: 13/02S Zoning: RS-4 Ownership and Mailing Owner: Kathleen P Murphy Address: 8303 Deland Ave Fort Pierce FL 34951-1387 Sales Information Date Price Code Deed 4/2/1997 5000 00 WD PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes Exemptions Permits Home Print ParcellD: 1301-605-0399-000-7 �V�Ci�G Account #: 1409 Use Type: SF Res City/Cnty: St Lucie County - Legal Description LAKEWOOD PARK -UNIT 5- BLK 56 LOT21 (MAP 13/02S) (OR 1071- 1411) Assessment 2012 Book/Page 2012 Final: 59800 1071/1411 Assessed: 59800 Ag.Credit: 0 Exempt: 34800 Taxable: 25000 Taxes: 581.93 BUILDING INFORMATION Total Land and Building Land Value: 5500 Acres: 0.28 Building Value: 54300 Finished Area: 1192 SgFt Exterior Features View: - RoofCover: FS - Fibrgiss Shg RoofStruct: HP - Hip ExtType: HC- - HC- YearBlt: 1997 Frame: - Grade: C- - C- EffYrBlt: 1997 PnmeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FuilBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/213ath: 0 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth DWC - Driv-Concret Y 1 760 AV AV 1997 1 0100-SF Res BI -Front Ft 90 134 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.paslc.org/paslc/Prc.asp?prclid=130160503990007 4/24/2013 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-2165 or 772-462-2172 Fax: 772=462-6443 ROOF INSPECTION AFFIDAVIT t Re: Permit # I, t( /I , licensed as a(n)Contractor*/Engineer/Architect (Please print name & circle license type) *FS468 Building Inspector *General, Building, Residential or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. On or about Y 2'6' ' 3 ,1 did personally inspect the roof deck nailing Q(Date) / work at: CJ 3 o 3 , a <�rr dv o eE • ,,y (Job site address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) Signature and Seal License # STATE OF FLORIDA COUNTY OF sN_I, ja..e_0 Sworn to and subscribed before me this 2-0 day of //"17Q/'e- 20—/--7 by f.°iGC�ar� /i1[�' �tio is pe v nown a or who has produced as identification. Notary Public, State of Florida Signature of Notary: Commission Number: (Seal) En 01/19/2011 9AMISTYSMILIN NE883700 2017 insurance REVISIONS BUILDING ROOF LAYOUT SCALE: N.T.B. ROOFZONES SCALE: N.T.S. COMPONENT & CLADDING DESIGN PRESSURES: ROOF LOCATION ACTUAL ALLOWABLE ZONE 1 FIELD -30.1 PSF -108.5 PSF ZONE 2 PERIMETER -62.4 PSF -108.5 PSF ZONE 3 CORNERS -98.0 PSF -108.5 PSF WOOD DECKING: 15/32" (MIN.) PLYWOOD OR WOOD PLANKING @ 24" O.C. SPANS ATTACHED WITH 8d RING SHANK NAILS OR #8 X 2" SCREWS @ 8" O.C. MAX. IN THE FIELD & 8" O.C. MAX. AT THE PERIMETER. CALCULATIONS BASED ON THE ROOFING APP. STANDARD (RAS117) 5 V METAL CRIMP ROOFING ATTACHMENT: #9-15 X 1-1/2" WOODZAC W/ ZAC HEAD HEAD S.S. OR GALV. WOOD SCREW W/ SELF SEALING WASHER AT MAX. SPACING OF 12" O.C. @ THE CORNERS & 12" O.C. THROUGHOUT (BASED ON FLORIDA PRODUCT APPROVAL #FL11651.12). ZONE 1: ALLOW. UPLIFT = -108.5 PSF > ACTUAL = -30.1 PSF ZONE 2: ALLOW. UPLIFT = -108.5 PSF > ACTUAL = -62.4 PSF ZONE 3: ALLOW. UPLIFT = -108.5 PSF > ACTUAL = -98.0 PSF NOTES: 1. ROOFING OVER EXISTING WOOD DECK. 2. INSTALL FASTENERS PER REQUIRED FREQUENCY LISTED ABOVE FOR WOOD DECKING & ROOF COVER. 3. FOLLOW ALL LOCAL & REGIONAL ORDINANCES. 4. USE FASTENERS AS PER REQUIRED MANUFACTURERS SPECIFICATIONS & FL# 11651.12. 5. ALL DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR. DESIGN CRITERIA: 0 2010 FBC ASCE 7-10 WIND LOAD: 160 MPHjV81tk ' 124 MPH%V9&)9 ; WIND BORNE DEBRISSF MEAN ROOF HEIGHT: < %•., HIP ROOF CONDITION. ENCLOSED BLDG. BLDG CATEGORY II EXPOSURE: "C" ADJUSTMENT FACTOR: 1.21 GCPI: +/- 0.18 END ZONE (A): 4.0' �" Rim �8G8 8 Hu W0 g h � ° I W duo oqw ?fill/ scn� AS SHOWN SHEET S-1 ,Florida Building Code Online , l 1 rtigu I V1 -✓ 3 "``- kr 3 --�+ r 4sh f'3' 5 rl�,"w �'-- .ol. TMI BaS Home i LogIn(User Registration f Hot Topics Submit Surcharge i Stats & Facts Publications(FBG Staff ;Bus Site map' unks 1 Search Business' Product Approval Professional b, USER: Public User Regulation Product Aporoval Menu > Product or Aoolication Search > Aoolication List> Application Detail fir, FL # g °32 6, 1ra Application Type Code version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL11651-RI Revision 2010 Approved Di Gulf Coast Supply & Manufacturing, LLC. 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-7852 I com ray@gulfcoastsupp Y- Ray Bowen ray@gulfcoaStsupply.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ill Evaluation Report - Hardcopy Received Terrence E. Wolfe PE-44923 Keystone Certifications, Inc. 04/12/2014 Locke Bowden =1 Validation Checklist - Hardcopy Received FL11651 R1 COi Letter of Certif.PcIff odf FL11651 Ri COI Letter of Name chande. Standard and Year (of Standard) Standard Year Year Referenced FM 4471 t995 2010 FM 4471 1995 1995 TAS 100 2003 TAS 125 4 200200 UL 1897 UL 580 Equivalence of Product Standards GEVXQwtDgsQFcSK%2fTr... 4/29/2013 http.//www.floridabuilding.org/pr/pr_app dtl.aspx?param=w Florida Building Code Online Yes Mechanical Lock .imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/_-123.5PSF Other: -59.75 psf @ 24" O.C. clip spacing. -123.5 psf @ 6" o.c. clip spacing. Install per manufacturers detals. For use in HVHZ Zones. .imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-116.OPSF other: -86.0 psf @ 24" o.c. dip spacing. -108.5 psf @ 12" O.C. clips spacing. -116.0 psf @ 6" o.c. clips spacing. details. For use in HVHZ Zones Ga. Gulf Coast Mechanical .1mits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-108.5PSF Other: -71.0 psf @ 24" o.c_ clip spacing. -108.5 psf @ 12" o.c. clip spacing. Install per manufacturers details. Not for use in HVHZ Zones. Ga. Gulf Lok .1mits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-96.7PSF Other: -81.75 psf @ 10-1/4" o.c. fastener spacing. - 96.76 psf @ 5-1/8" o.c. fastener spacing. Install per ... -farh lrers details. Not for use in HVHZ Zones. Ga. Gulf Seam Mechanical Lock 24 Ga. 16" Wide Roof Panel over Installation Instructions FL11651 R1 II 24 aa.Mech Lock over .5 31ywood HVHZ details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 Ri AE 1.5 Mech Lock 24 aa. over 5 Plywood (HVHZ Roof 2010 format.odf r_�.,.......fanf• Third PartV: Yes .imits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-93.5PSF Other: -93.5 psf @ 18" o.c. Install per manufacturers details. Not for use in HVHZ Zones. ii 24 Ga. Gulf Seam 5" Snap Lock 24 Ga. Roor ranef uv--- :nstallation Instructions FL11651 Rl II 1 5 in Snap Lock 24 Ga. details, df Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 R1 AE 1.5 Snap Lock 24 ga. over .5 plywood i Party: Yes Ga. Gulf Coast Mechanical Seam 18" Wide over Instructions Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports FL11651 RI AE 2 Mech Lock 24 a. over .5 PI wood )4 Ga Gulf Lok 16" Wide over 151s4 rlr..- [nstallation Instructions FL11651 RI II 24 Ga Gulf Lock over 5 Plywood 1�1onHVHZ Details.odf Wolfe,Verified By: Terrence E- Created by Independent Third Party: es3 Evaluation Reports FL11651 R1 AE 24 oa. Gulf lock over 15-32 plywood .1mits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, N/A 108.5PSF Design Pressure: +N/A/- Other: -69.25 psf @ 24" o.c. clip spacing. -108.5 psf @ 12" o.c. clip spacing. Install per manufacturers details. Not for use in HVHZ Zones. z Created Gulf Seam 16 eWide'Roof Panel over ix4 Wood Purlins over 15/32" Plywood Installation Instructions FL11651 Ri II 24 Ga. 1.75 Gulf Seam over Sx4 details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes Evaluation Reports nvPr lx4 ourlins FL11651 R1 AE Guif Seam 24 Qa L1651 _�26 Ga SV cramp .imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-156.5PSF 156.5 Other: -108.5 psf @ IT, o.c. fastener spacing. - psf @ 6" O.C. fastener spacing. Install per manufacturers -ated by Independent Third Party: es Ga. Gulf Seam, 13/4' Snap Lock, 18 Wide Roof Installation Instructions FL11651 R1 II 24 Ga. Gulf Seam over. 5 Non HVHZ )CLdlll�-P-- Verified By: Terrence E. Wolfe, P.E. 44923 Created by Independent Third Party: Yes :valuation Reports , 1, _ Third �6 Ga 5V Lrimp fcuul-- :nstallation Instructions FL11651 RI II 26 Ga. 5V Crim over .5 plywood iVHZdetails.pdf P.E. 4492 Verified by:i dependentThirdnce E- ,party: es3 Created by Evaluation Reports _ _ er s pivwooi http://www.floridabuilding-org/pr/pr_app--4tl.aspx?paraD'=wGEVXQvgSQcSK%2fTr... 4/29/2013 F FL# 11651.13 R1 Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MANUFACTURING, LLC. 26 Ga. 5V Crimp Roof Panel over 15/32" Plywood Florida Product Approval # 11651.13 111 Florida Building Code 2010 Per Rule 9N-3 Method: I —D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9N-3.005(1)(d) NON HVHZ Product Manufacturer: GULF COAST SUPPLY & MANUFACTURING, I.I.C. 4020 S.W. 440h Street Horseshoe Beach, Florida 32648 Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 Florida Evaluation ANE ID:1920 Validator- Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 Contents: Evaluation Report Pages 1-4 C E. E +z• ��i c F � No. 41 a • STATE OF ��ipa`• F�ORI�p`, �w� sm.orabm+ �i FS • . •(�'�. �� rune I*i; p +AEfi �t; FebruaryL1, 2012 rForceEngineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the Florida Building Code 2010 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. The design professional shall select the appropriate erection details to reference in his drawings for proper fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be in compliance with Florida Building Code 2010 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. % N C E. g• V 1 C E N % ':e s No. 474 1 •a • STATE OF ; a p s a OIN AL t 1" � A� FL# 11651.13 RI February 22, 2012 :Force Engineering &I Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Code Compliance: The product described herein has demonstrated compliance with The Florida Building Code 2010, Section 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2010, as relates to Rule 9N-3. Performance Standards: The product described herein has demonstrated compliance with: ■ UL 580-06 - Test for Uplift Resistance of Roof Assemblies ■ UL 1897-04 - Uplift Test for Roof Covering Systems Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No.117-0053T-05 & 117-0331T-08 2. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Test Standard Equivalency: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2010, including Section 1507.4.2 and in accordance with Manufacturers recommendations. For slopes less than 3:12, lap sealant must be used in the panel side laps. Installation: Install per manufacturer's recommended details. Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2010 Section 1507.4.5. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. 1/11��I • No. 449� • .a • STATE OF : ae FL# 11651.13 R1 February 22, 2012 U Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2010, Sections 1504.3.2. Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" coverage, through fastened roof panel with fasteners in the panel flat over Min. 15/32" Plywood decking. Non - Structural Application. Panel Material/Standards: Material: Min. 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Paint finish optional Florida Building Code 2010 Section 1507.4.3. Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with Florida Building Code 2010, Section 1507.4.3. Panel Dimension(s)• Thickness: 0.018" min. Width: 24" Coverage Rib Height: 3/8" major rib Panel Rollformer: Metal Rollforming Systems #9-15 x 1-1/2" Woodgrip with sealing washing in the flat of the panel or Panel Fastener: approved equal, %" minirpum penetration through plywood. Corrosion Resistance: Per Florida Building Code 2010, Section 1506.6, 1507.4.4 Substrate Description: Min. 15/32" thick, APA Rated plywood over supports at maximum 24" O.C. outside the scope of this Design of plywood and plywood supports are evaluation. Must be designed in accordance w/ Florida Building Code 2010. Design Uplift Pressures: Table "A" EMaxlmum�T�otalplift Design Pressure: 94.25 psf131.0 psf 12"-12" 9.5"-2"-9.5" Fastener Pattern: 16" O.C. 16" O.C. 'Design Pressure includes a Safety Factor = 2.0. ,t%111111111II �% N, E. Z. -*eji C E N S D�,t► �i F � • V .fin i No. 47 lie •a • STATE OF : a �; O RI 5��. stir A�raia. i�, SS . , •�ij ,� mN AL February 12L',`�012 FL# 11651.13 R1 26 Ga. 5V Crimp Roof Panel over 1 2" 5-V CRIMP EXPOSED FASTENER SYSTEM 6V GRIMP PANEL p. MEM RANEOF FASTENER 09 ,�,.,,.�. � .saax,.,n•,�ozac v,.)zhL HYAO 12" O.C. MAIN FIELD 6" O.C. pER TER 26 Ga. 5V Crimp Roof Panel over 1/2"Plywo6d 4 '`6ssttttltIts, {,AGE E. i J y1�ENS�•.�,r+� - t, i1.OA, l<�' �r78 No.449 ST 7 F' tk ti rUALF04r. QA 15914 6.O R 1e .J/ ��'.,... 2012 27-112" F1at S-bck Nica-terial For 24" Coverage.. Note All Radii 0.05 26 For 24' Coverage 241 Coverage 7/16" %--112z, '7/8h Fixed Adjusto.bte Ad jug' aole Overlap Ribs Center Rid -Underwb Ribs ��