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HomeMy WebLinkAboutSUBMITTED PAPERSSt. Lucie County Building & Zoning scq 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 ���® 772-462-1553 St APPLICATION FORROOF PE �Uc/eco n _ „ r r SEE REVARSE SIDE F0131WRUCTIONS PERMIT u�[J 1. 2. Parcel ID Number: / % / 4 — � e), — n i 0 Lo 0 [0 - ✓ Office Use I Section I Township Range Ma Pa a omn d se Ini ' Only 3 VS 14106 M/ - 3. Description of Projector Work Activity: ( r Merl 4. Total Roof Area (square feet): 5. Roof Pitch: / t 6. Type of Roof: !fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle [ ] Tar & Gravel [ ] Modified Bitumen [ yr Other [vfN.O.A. or Florida — Product Approval required for all types of Roofing Material (2 Sets) 7r/ [ ] All Commercial Roofm requires deli b an Engineer or Architect 2 Sets with g .q � y � ( ) Product G Approval attached ** Roof Mitigation per F.S. 553.844 will be required. 7. Owner Information 8. Contractor Information Kc&kc�krie, Name: SACS FL Reg/Cert #:. CcCl3 OUP I % 1 Address: I ZC-I e a - County Cert #: b o a Cb City: F::t.`PteC( -e. State: L Business Name: .6b-r) Zip: Phone:7 % Q-4 (.0 H I Q �J n c . 9. Value of Construction: $ g5. �l7 Fees Due: Receipt #: Note Dry -in and Final Inspection Required Additional inspection may be required per Product Approval CONTRACTOR/OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be (�,' l_ ,, / done in compliance with a plicable laws regulating cons coon and caning. %� LrA PRINT QUALIFIERS/OWNERS NAME GNATURE OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF , ACKNOWLEDGED BEFORE ME TMS _ DAY OF 1 60 C. 201) . BY r/J 165 Q i V � G.i!"'" -IS PERSONALLY KN O MEOR HAS PRODUCE IDENTIFICATION ��""°`�� JENNIFER OBERT SIGN TURF OF N ARY E OR PRINT NAME OF NOTARY setdy COMMISSION # DD837776 EXPIRES: November 12, 2012 COMMISSION NUMBER OFF 1-8g0.3-NOTARY Fl. Naary Discount A•,soc. Co. 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. 0711412011 12:35 {FB P.0011001 Public Works Department Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982-5652 INSPECTION AFFIDAVIT RE: Permit # . UY) MU it ,licensed as a(n) Contractor*/Engineer/Architect/ (Please print name and circle license type) FS 468 Building Inspector* * General, Building, Residential, or Roofing Contractor or any individual certified under 468 F.S. to make such an inspection. All affidavits must include photographs of each plane of the roof with the permit # or address # clearly shown marked an the deck for each inspection. I On or about ��� ��� ` , I did personally inspect the roo �-ak naiilrt a� secondary wader barrig-P—work at , —�0;*r-&0 r+tae, (job Site Address) La -11�l asfl-_e C . ercc Based upon that examination I have determined the installation was done -according to the Hurricane Mitigation Retrofit Manual (Based on 553.844 F.S.) eiganaturoSeal License # STATE OF FLOR COUNTY OF G -10 Sworn to and subscribed before me this/L3 day of 206 by ho/ /,�Z310 C64' �`� S . Who is personally known V or who has produced as identification. Notary Public, State of Florida Signature of Notary: Commission No.: 9 vrKS . Pip\i�C minty, IF•, K3ENNIFER OBMYCOMMtSStaN Y 17a637776MwnzFS: November 17, 2012 FL N.MV njsm nl A3SW. Co.Y (Seal) cral 9/27/07 Joe Cicio From: Jennifer Obert [Jennifer@allarearoofing.com] Sent: Friday, July 08, 2011 11:22 AM To: Joe Cicio Subject: NEW FL # Attachments: FL14224.pdf; FL14224_RO_AE_26%2OGa.pdf; FL14224_RO_II_26%2OGa.pdf; pr_app_dtl.pdf FL14224 AND IT'S THE .1 (GULF LOK) LET ME KNOW IF THIS WORKS. Jennifer Obert Office Manager All Area Roofing & Waterproofing, Inc. 772-464-6800 772-464-6600 Fax JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY, FILE # 3607059 OR BOOFV -',)5 PAGE 2911, Recorded 07/06/2011 a,' �:36 PM NOTICE OF COMMENCEMENT The undersigned bemby given notice that improvement will be made to eatem ual property, and in accordance with.Chopter713, Florida Statues the following information is provided in IbeNotice of Commencement 1. D12iOtQ7ION OFVAOliAiY(iFgrd deSG{pLon and 9neet EddlG4, if aVailBble)7A%10710 n0a1Dt8: ii� t�I /S V�%' 4. CONrR CTORSNAMr.ADDIMSSANDYBONnetm>+GfflL 9 / ,n Gnn S. SONEfY9NAPMADDRMA"PHONXNUM=ANDWNDAY40UNr 6. LUMEICSNAMF ADDRrSSANDPBONa NDM=R: . 7. Femora wilt the State of Florida designated by Ownerupon whom notices or o%F documents maybe served as provided by Section 713.13 (1) (a) 7., Florida Statutes: NAM14ADDUWAND PHONE NUMB= & in addition to himselfor her=%Owner deviguams the following to receive a copy of the Irenc.es Notice as provided in section 713,13(1)ftFloidafthrt : NAMP, ADDRW AND PHONE NTIMM 9. Euryuatioa date ofoodoe ofcommencenalt (the cWimtioo date is I yea from tha data of mconiing unlessa di6erentdata Is specified): _2U K'4 ti1h .1 I' C . St y?--es Print Name and Provide Sigaatery's 71i1 Office 011iea/DL;alar/Patioer/MAuter CDW11yOf! . - The foregoing instrument wlodged befomrrA ft day of � _ C � � .20 L . By u f1Ct' (name of') (type of ambority....e.g. officer. mmtoe, attorney in red) for 1/^' (name ofpsAyonbbfofwho�IsOoaJ� NOTMr M. unROBERT 10N a DD77776 FXPIRESNwmha 1202 nNoyoi_.Aw Notarya sipaun said N Under Penaltiesofpedury,IdeclareW11eveseadtheficMpiugand the acts in' amtnamthe of Imowledgeand belief(Section92325.Florida Statutes). - c Re 06.1sa7 (S.R—d,o (Sim ofilatmall on ftiiingA ve) STATE of FLORIDA ST' LUCIE COUNTY," NIS IS TO CEHTIg-X THAt TRVE AND COdfRECt DRIGI—NA , SJ,INCLERK Alto, S 1% A THE Property Appraiser - St -Lucie County, FL Page 1 of 1 PROPERTY RECORD CARD Katherine C Sikes (TR) Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification _ Site Address: 12 Castle Ct ParcellD: 1414-701-0186-000-3 ���ut;fEGOG' Sec(rown/Range: 14 :34S :40E Account #: 7592 Map ID: 14/14S Land Use: SF Res Zoning: RS-4 City/Cnty: St Lucie County Ownership and Mailing Legal Description Owner: Katherine C Sikes JR) QUEENS COVE -UNIT 1- BLK 19 LOT C (OR 1419-1368: 2910-2164) Address: 12 Castle Ct Fort Pierce FL 34949-8305 Sales Information Assessment 2010 Final Total Land and Building Date Price Code Deed Book/Page 2010 Final: 304100 Land Value: 200000 Acres: 0.23 11/26/2007 100 01 QC 2910 / 2164 Assessed: 234648 Building Value: 104100 7/27/2001 230000 00 WD 1419 / 1368 Ag.Credit: 0 Finished Area: 2143 SgFt 12/26/1991 170000 00 WD 0769 / 1262 Exempt: 50000 3/1/1974 19500 00 CV 0226 / 2000 Taxable: 184648 3/1/1974 19500 01 CV 0226 / 0020 Taxes: 4042.2 BUILDING INFORMATION - Exterior Features View: - RoofCover: SD - Dim Shingle RoofStruct: GA - Gable ExtType: HC- - HC- YearBlt: 1978 Frame: - Grade: C- - C- EflYrBlt: 1978 PrimeWall: BS - CB Stucco StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 3 Electric: MX - MAXIMUM PrmintWall: DW - Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHUFI: 1/2Bath: 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. Land Use Type Measure Depth DOK2 - WOOD DOCK Y 1 144 AV AV 1978 1 0100-SF Res 240 -Front Ft 100 100 SWAV - RES POOL AVG Y 1 336 AV AV 1984 PA01 - POOL DK-AVG Y 1 345 AV AV 1984 DWC - Driv-Concret Y 1 720 AV AV 1978 SCOR - SEAWALL CORG Y 1 100 AV AV 2009 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/prc.asp?prelid=141470101860003 7/7/2011 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links I Search Product Approval — USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL14224 Application Type New Code Version 2007 Application Status Approved Comments Archived ❑ Product Manufacturer Gulf Coast Supply and Mfg., Inc. Address/Phone/Email 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-7852 flvalidation@yahoo.com Authorized Signature Jeff Reed flvalidation@yahoo.com 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 Roofing Metal Roofing I. r • W r"M S , LUCRE COUNTY BUILDING DttMION REVIEWED BY DATE PLAN AND PERMIT MUST BELKEPT ON JOB OR NO INSPECTION WILL BE MADE Evaluation Report from a Florida Registered Architect or a License Florida Professional Engineer ❑,r Evaluation Report - Hardcopy Received Terrence E. Wolfe MOABLSD FASTENERS OR ATTACHMENTS PE-44923 ARE THE RESPONS1911M OF THE Keystone Certifications, Inc. COMACiOROFRECORD 07/19/2019 Locke Bowden 9 Validation Checklist - Hardcopy Received FL14224 RO COI Letter of Certification.pdf Referenced Standard and Year (of Standard) Standard TAS 100 TAS 125 UL 1897 UL 580 Equivalence of Product Standards Certified By Sections from the Code Year 1995 2003 1998 1994 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO QQMP4yWjf W115AM e9paeli rn.c C r Product Approval Method Method 1 Option D OP Date Submitted 11/03/2010 Date Validated 11/03/2010 Date Pending FBC Approval 11/14/2010 Date Approved 12/07/2010 mary of Products FL # IlModel, Number or Name Description 14224.1 aNGUT Lo 26 Ga. Gulf Lok 16" wid Roof Panel over 15/32" Plywood Decking Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14224 RO II 26 Ga. Gulf Lok Detail.pdf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, PE 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-161 PSF Evaluation Reports Other: -63.5 psf. over 5 3/16" o.c. -161.0 psf. at 5 FL14224 RO AE 26 Ga. Gulf Lok Load Table.pdf FL14224 RO AE Gulf Lok over plywood HVHZ 2007 3/16' o.c. Install using manufacturer's details. For use in Format.pdf HVHZ Zones. Created by Independent Third Party: Yes 14224.2 Minimum 29 Ga. Tuff Rib Minimum 29 Ga. Tuff Rib Panel over Min. 7/16" OSB Decking Limits of Use Installation Instructions Approved for use in HVHZ: No FL14224 RO II Min 29 Ga. Tuff Rib Details.pdf Verified By: Terrence E. Wolfe, P.E. 44923 Approved for use outside HVHZ: Yes Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-116 PSF Evaluation Reports Other: -22.66 psf. over 24" o.c. -116.0 PSF over 6" o.c. FL14224 RO AE Min 29 Ga. Tuff Rib Load Table.pdf FL14224 RO AE Tuff Rib over OSB Roof 2007 Install per manufacturer's details. Not for use in HVHZ Format.pdf Zones. Created by Independent Third Party: Yes Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: M] ® Zw: M sccuritvlu7tucs Trd' Trust �td vrnrvr 26 GA. GULF LOK 16" WIDE LOAD TABLE OVER PLYWOOD GULF SUPPLY Buildings having a Roof Mean Height5 20'-0"; Roof Slope: 3'712"-6"/12" Gable Roof Wind Speeds 110-150 mph,�P = 1.0, based on FLORIDA BUILDING CODE 2007 GULF LOK 26 GA. FASTENER SPACING WIND SPEED ZONE ZONE FASTENER SUBSTRATE 110 120 130 140 150 ON CENTER ON CENTER ON CENTER ENTER ON CENTER SPACING SPACING SPACING SPACING SPACING ZONE 1 #10 x 1" 15/32" CDX/ 3 5 /1s 3 �� 5 /16 3 1, 5 �s 5 Xs 3 ��111 3 �� 5 �s TYPE A 19132" CDX ZONE 2 #10 x 1" 15132" CDX! 5 g�6�� 5 3�s 5 3�s 5 3�6„ I 5 3/160 TYPE 19/32" cox WITH CLIP WITH CLIP ZONE 3 #10 x 1" 15/32" CDX! 5 316" 5 3/s 5 3/6'1 5 16" 1 5 3/16"TYPE A 19132" CDX WITH CLIP WITH CLIP WITH CLIP WITH CLIP WITH CLIP 1) PANEL DESCRIPTION: GULF LOK, MIN. 26 GA., %" RIB, 16" MAX WIDTH, SNAP SEAM. 2) PANEL CLIP: 24 GA. GALVANIZED STEEL 24" LONG. 3) PANEL FASTENER: (1) #10-12 x 1" QUIKGRIP PANCAKE HEAD TYPE A. 4) PANEL ROLLFORMER: NEW TECH MACHINE. 5) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: 63.5 PSF @ 5 -s" O.C., 161.0 PSF @ 5 j" O.C. WITH CLIP PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING TEST REPORT #117-0301T-10A-C. YWOOD DECKING: MIN. 15/32" THICK, APA RATED PLYWOOD, GRADE C-D, PLYWOOD. MUST BE DESIGNED IN ACCORDANCE 2007. 16" COVERAGE C) n /3 i) #10-12 x 1 TYPE A CONCEALED FASTENERS ORATTACHN L) ARE THE RESPONSIEILD OF THE PANEL WITH CLIP CORRACTOR OF RECORD LU 1, [ 3 T11- WJc�, a - li a� r-= ..... \ a .�,� "'. .j ONE 2 `—Cl) #10-12 x 1' TYPE A ,� �,� ° • • • • • • °`��"�• 0 n State of Florida^_ c ? Y `� #2Ma ..+ I I " c °�d,r lz Jtr�iai °J:tN Ridge i Gable --------- --------------------------- •� 1 ���••n•ae° s ---------------------------------------- '- a I `�xRcr.,�art" I November 2, 2010 ZONE 1 I - �___ Note: Dimension (a) is defined as 10% of the minimum width of -----~ the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be less than either 4% of the ZONE 3 Eave minimum width of the building or 3 feet. Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble ,TX 77338 Product Evaluation Report GULF COAST SUPPLY & MFG. INC. 26 Ga. Gulf Lok 16" wide Roof Panel over 15132" Plywood Decking FL# 14224.1 Florida Product Approval # 14224.1 Florida Building Code 2007 Per Rule 913-72 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: 9B-72.070(1)(d) HVHZ Product Manufacturer: Gulf Coast Supply & Mfg. Inc. 4020 S.W. 449th Street Horseshoe Beach, FL 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 ,�� � N•C E, E• Wo i�i CEk3F<'t`��i STATE OF ; smr �rr,ada. �� E's • , • ' 1��� ,,off ill I I f I November 1, 2010 N r 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 2007, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Product Description: Gulf Lok Roof Panel, Min. 26 Ga. steel, 7/8" tall snap lock, 16" coverage, Roof Panel restrained with screws into Min. 15/32" plywood decking. Non-structural Application. Panel Material/Standards: Material: 26 Ga. Steel, ASTM 792 coated or ASTM A653 G90 Yield Strength: Min. 80.0 ksi Corrosion Resistance: Panel Material shall comply with FBC, Section 1507.4.3 Panel Dimension(s): Thickness: Min. 0.0175" Coverage: 16" Female Rib: 7/8" tall snap lock rib Male Rib: W tall rib w/ slotted strip. Slots at 5 3/16" O.C. Panel Rollformer: New Tech Machinery Rollformer Panel Clip: 24 Ga. Galvanized Steel, 24" long. Used of edge zones only. Substrate Description: Min. 15/32" plywood decking. Must be designed in accordance w/ FBC 2007. Support: 2x10 Southern Yellow Pine. Must be designed in accordance w/ FBC 2007. ■ Support Spacing: 24" (2' - 0") Minimum Slope Range: 3:12 Minimum Slope shall comply with FBC 2007, including Sections 1504.2, 1507.4.2, 1515..2 and in accordance with Manufacturers recommendations. Roof Panel Fastener: #10-12 x 1" Quikgrip Pancake %" minimum penetration through plywood decking Corrosion Resistance: Per FBC Section 1506.6 and 1507.4.4 Installation: Install per manufacturer's recommended details & RAS 133. fi �•"Y 1 +�. No.444� .. STATE OF ; a 00 pc.. �Z o RI A .��``��, mum FL# 14224.1 November 1, 2010 Design Uplift Pressures: f Force Engineering & Testing Inc. 19530 Ramblewood Drive Huniblc,TX 77338 Table "A" �1 T7 6r.' � T.9 ''^J ti.�� i• Maximum Total Uplift Design Pressure: 63.5 psf 161.0 psf Fastener Spacing: 5 3/16" O.C. 5 3/16" O.C. Panel Clip: NOT USED USED *Design Pressure includes a Safety Factor = 2.0. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 9B-72.070 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through: Keystone Certifications, Inc. (FBC Organization # QUA ID: 1824) Performance Standards: The product has been tested in accordance with: ■ TAS 125 (2003) — Standard Requirements for Metal Roofing Systems ■ UL 580 (1994) - Test for Uplift Resistance of Roof Assemblies — with Revisions through February 1998 ■ UL 1897 (1998) — Uplift Test for Roof covering systems ■ TAS 100 (1995) — Standard Requirements for Metal Roofing Systems Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code, Sections 1504.3.2, 1518.9, 1523.6.5.2.4. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code, as relates to Rule 9B-72. Systems Limitations: The product described herein has demonstrated compliance with: ` ,`���tittirrrt�i��i S�k Xk'C E. Z O C ''•' •'n IVo.449 STATE OF ; a 0OR I sayer VDA.,,4tI10 1rftit►t���� FL# 14224.1 November 1, 2010 i � 4 f Force Engineering & Testing Inc. 19530 Ramblewood Drive Humble,TX 77338 Reference Data: 1. TAS 125-03, Uplift Test, UL 580/1897 Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0301T-10A-C, Dated 10/11/10 2. TAS 100-95, Wind Driven Rain Test, Results -Passed Farabaugh Engineering & Testing, Inc. (FBC Organization # TST-1654) Report No. T356-10, Dated 10/29/10 3. Akzo Nobel's Polydure@, Ceram -A -Star®, Trinar© Coating Testing: ASTM G 26 & ASTM B 117 tests by PRI Asphalt Technologies dated October 2002, Passed. 4. Certificate of Independence By Terrence E. Wolfe, P.E. (No. 44923) @ Force Engineering & Testing, Inc. (FBC Organization # ANE ID: 1920) Underlayment: 30# Asphalt Saturated organic felt paper in compliance with ASTM D226, Type I or Type II or approved equal over entire roof. If valley is present, use Titanium PSU-30 Peel & Stick Synthetic Roofing underlayment (or approved equal) in valley up 18" on each side of valley. Fire Barrier: FBC approved product. Roof Panel Fire Rating: Class B fire exposure rating in accordance with FBC Section 1505.3. Shear Diaphragm: Shear diaphragm values are outside the scope of this report. Design Procedure: Based on the dimensions of the structure, appropriate wind loads are determined using Chapter 16 of the FBC 2007 for roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressures 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 FBC Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. ,, ,`I{is1111I1,,' O �� y No.•149�3 �;�� �f' a' STATE OF0. ; a i ?0 MOA. FL# 14224.1 November 1, 2010 1" x EQUALLY 'jVAC;CU EVERY 5 3/16" DETAIL A SW of Flodda C.O.A. * 26778 •43�9�935,2d: n � ° t. r `•�r o November 2, 2010 A I L COVERAGE 11/32" 7/8" M P 1 25132" Nbte: Material usage. = 4.00in .xx = t .01 XXX = t .005 FRACTION = ±.1 ANGLE = f.1 /2* 3/16" 7132" TECHMACIMVERY CORP. FF100 PANEL PROFILE I rs Gulf Coast Supply & Mfg.Inc. Gulf Lok Panel Gulf Lok Clip 24 Ga fi #10-12 x 1" @ 5 3/16" o.c C.OA t�26M �-`\GENs'• did r m Ewa �• N0. • c .-0 �. ,�c+ � •Lim % j0tVYtL�tt�, $a$ssesast November 2, 2010 r�;�'00 '"Is Gulf Coast Supper & Mfg, rocs Gulf Lok Clip �3/y in min.I. *approximate dimensions (to within 1/16 inch) 24 Ga. Galvanized Steel 24" Long Slat* or Florida C.O.A. �ii:G778 9����•,SLbS��yd�*l �<Uo ti r No.4492Ir r w • o • - 3TAT F, P. d r �• d �'o s•� Re��4 • . �arvAO--`s,�a� 1cu v 0 ,9 2010 26 Ga. Gulf Lok 16" Wide over 15/32" Plywood TYPICAL FASTENER PATTERN 16" X 718" GULF LOK PANEL 16" O.C. NOMINAL'COVERAGE M GULF LOK PANEL APPROVED UNDERLAYMENT10 X 14 TYPE A PANCAKE HI Soft f%EL'r Rf:ti P13CLOQ1 PJim =1=t �, S Tl i k 1.r0 FASTENER LOCATION @ PANEL INTERIOR AND LOWER END VNLL5Y o.s Lyr WHEN USING EXTENDED SAVE DRIP GULF LOK APPROVED UNDERLAYMENT Stota of Florldm C.O.A. 9 5oH'$95489 yoaQ #26M 644 O'?dyf• Sdo.44 2 �Iy H a 0i a 00 .,4 ©R is oo.oa• \�,b�y. iyHl-� ova +�"0uti�9 November 2, 2010 9-15 X V/P WOOD SCREW WANASHER `MIN 15/32"4-PLY CDX PLYWOOD � '910X1 "TYPE APANCAKE HEAD \MIN15132"4-PLY @ r- ✓ (-i s [, a T— COX PLYWOOD FASTENER LOCATION Q LAPS, & LOWER PANEL ENDS WHEN NOT USING EXTENDED EAVE DRIP G"" 'Ys 3r. C:�'J3.I`� � ri�� 'StL* s �,�i`�"'�l9 - Q"'`�'• GULF COAST SUPPLY & MFG., INC. 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 ! 888-393-0335 Pancake screw and rivet every 24" Rivet every 12" I -.ZF-7 1 z-flashing Fastener every 12" EF-7 style Low -rib Eave able rake cleat g (Gulf Lok) i -0q-15 X 1'1L" Exposed screw every 12" I sealant ►t Exposed screw every 24" b 1 a 1 1 b a=4/ b = 23/ EF-7 Standard Gable Rake �— a —>I Step rake EF-8 Gulf Lok Step Rake a=23/4 b=23/4 of Florida 1.o.a. . eba�••8 7 3SgSsi,,� 4��!�'•�,�CCNS•• ,� r {N ;423 ;...; a 'tip TATOF " I %; m E November 2, 2010 panel starter pancake s every 6" .11 I - �, VL Pre -formed Valley WO of VqGdM CAA. 4'GE "1 4 E tj No.4 3'. November 2, 2010 1 X1It pancake screws 6" on center . 1/" bead of tube sealant; = jr pancake screw ,r (hidden) �d Exposed panel screw (5) S 66 F&$ rg vZl/ roof 4" pitch dimensions '—extended 2" eave drip I _1 ED-7 extended eave drip Butyl ealant dimensions — ED-8 2" eave drip y E D-8 �R (conventional eave drip) Stato of no?wa\C E C.OA vGS� ••e••• ji 1> R NO.44 • a. ��v�f�oeaawAy4 November 2, 2010 •1 26 Ga. Gulf. Lok 16" Wide over 15/32" Plywood I RIDGE FOR Z CLOSURE, 118 X 3/16 POP RIVET or ►/-14x7/8 LAP SD SCREW 12" O.C. RC-7 STYLE RIDGE/ HIP FLASHING Z-CLOSURE, URETHANE CUT TO FIT, l SEALANT or f VENT MATERIAL, t �- W/ 1 HOLDING CLIP_ PER PANE- } oe\r�f 1i y,,•f �2' TAPE SEALANT PLYWOOD SHEATHING VENT CLIP TAPE SEALANT PREFINISHED GULF-LOK PANEL *UP TO 2' OF DECK SHEATHING MAY BE REMOVED FROM EACH SIDE OF RIDGE FOR VENTILATION HIP RC-7 STYLE RIDGE/ HIP FLASHING URETHANE SEALANT Z-CLOSURE TAPE ..-� SEALANT PREFINISHED PLYWOOD SHEATHING !f GULF-LOK PANEL ',►�,►►l7tj�7 5•�l�ot,�r49s t`ti���•NGS E. t � ���,\ iC • C` 1 Na.44g73 t� j STAT F ' cl... �77777l1.11 November 2, 2010 WITH VENT CLIPS, 118 X 3/16 POP RIVET or'1-14x718 LAP SD SCREW 16" O.C. f Z-CLOSURE, f` CUTTO FIT, or VENT MATERIAL, W/ 1 HOLDING CLIF 7\� _ PER PANEL APPROVED UNDERLAYMENT RC-8 STYLE ,,IDLE CAP 118 X 3116 POP RIVET or %-14x7/8 LAP SD SCREW 12" O.C. APPROVED UNDERLAYMENT GULF COAST SUPPLY & MFG., INC.; 4020 SW 449 STREET HORSESHOE BEACH, FL 32648 888-393-0335