The URL can be used to link to this page

Home My WebLink AboutSUBMITTED PAPERSDATE: lqI xet 0_1 W I"! V62 Planning & Development Services Department Building & Code Regulation Division o c 2300 Virginia Avenue SC Ft. Pierce, FL 34982-5652Tel. 772-462-1553 APPLICATION FOR ROOF PERNUT 11 � � S REVERSE SIDE FOR INSTRUCTIONS � h� County 1. Location/Site Address: -If— S� 2. Parcel ID Number: 3' Office Use Only Section Township Range Map Page Zoning Land Use Initials 3. Description of Project or Work Activity: 11tC_e_.1�A("n1JeS Lit 4. Total Roof Area (square feet): / 3 0 0 5. Roof Pitch: 6. Type of Roof. [ ] Fiberglass Shingle [ ] Concrete Roof Tile [ ] Wood Shake / Shingle ( ] Tar & Gravel [ ] Modified Bitumen [ ] Other 440 [ 4roduct 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 I ormation 8. Name: tw,t_ a, o Address: —if-? Sf— City: VS • C- State: Zip: 5Phone: 9. Value of Construction: $ S �0 G -00 Contractor Information FL Reg/Cert #: CCCc �k-?7 U, County Cert #: f Business Name: ,Sy vi5 /i r e ��'�`�710 L• Cell Phone: "Note Dry -in and Final Inspection Required. Additional inspeetion 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 done in complian ith all applicable laws regulating construction and zoning. Jck v,(-2. CIsCG PRINT QUALIFIERS/OWNERS NAME SIGN7 OF QUALIFIER/OWNER STATE OF FLORIDA, COUNTY OF 6LtY i'. ACKNOWLEDGED BEFORE ME THIS —3'r4AY OF 20 f 1 , BY J"tip e. U Scz WHO IS PERSONALLY KNOWN +' TO ME OR HAS PRODUCED AS IDENTIFICATION SIGNATURE OF NOTARY TYPE OR PRINT NAME OF NOTARY (sqp V • •�.�, LORI A. GIfFORD Notary Public - Stme of Rod a COMMISSION NUMBER -�' • j My Comm. Expires SOP 19, 2014 Commission I Ef NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT M FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN' , ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Revised 4/26/2010 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3559425 OR BOOK �'66 PAGE 2032, Recorded 02/0" 111 at 03:10 PM 3Ff'F.R.RFf09P1hC RFTt:RAI7'O: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: (�� — , f*{)��L,—(C r SUBDIVISION u, .2 P LOCK C TRACT LOT (G —BLDG UNIT 3 2. GF,NERAI. DESCRIPTION OF IMPROVEMENT: i 3.OWNER INFORMATION: a. Name C- Y6 b. Address 1/ 0 _ C(Cfi. S f- P S I— d. Name and address of fee simple titleholder (if other than t•G-qt_*.lt �r �_ S -� c. interest in property 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: . S c ' a r t h : wl-e 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: _ /�crr�fC,rtsr C.C. 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within 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: NAME, ADDRESS AND PHONE. NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Licnor's Notice as provided in Section \ 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: -- •- _—. _ , .._-- _ •_-- • -•— •- -- •. _ - ---• _ —bg X 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is t— specified) ,20 O IN,YOUR PAYING TW Cj-..FOR jMPROVFMFNTS TOYOUR PROPERTY. A NOTICE OF COMMENCF.-MFNT MUST BE RF,�( F� , ._ P()STFD OIV_TNH ]OB SfCB, BFF(jRE THE_ F1RST INSPECTION. IF YQ.I lb9 -NI) TO OBTATt FINANCIN C'ONSUI� R LFNDF-:R OR. AN ATrORtP.Y BF )RE COMMENCING WORK OR RFCORD9 G YnUR NOTICE OF COMM FNCFMF � 3 W Signature of Owner or Print Name and Provide Signatory's Title/Off&r Z t : wt Owner's Authorized Officer/Director/Partner/hianager cjy cc CC State of Florida County of AYL!i 414 l (� The fnre Ding m Arument _was acknowledged before this _�'� day of �•� , 20 ` f z;r�n2rcn cLon (Name of Son) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) For )14'e haf fioan (Name of party on behalf of whom instrument was executed) Personally Known V or produced the following type of ID: _ NC rr w to Ct yr ,N Pumle - we of Rw to (Printed Name of Not Public) (Signature of No Public) �� m' �M Sep 19, 2014 g �Y 0411 Canrtdubn # EE 27107 Ender penalties of perjury, I declare that I have read the foregoing and that the facts in it arc Ape. belief (section 92.525, Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/6lanager who signed above: BY Rev II9i {pl:OpT�RccaN�ng1 t PAUL WELCH INC. Mechanical Electrical Civil Engineering r1 S.W. Biltmore St. Suite#114 P ai t Lucie, FL 34984 n ) 785 - 9888 2) 7 3 February 7, 2011 (JPy Re: Hartman Roof 117 W. Aldea St. Port St. Lucie, FL SCOPE OF WORK: Install new 5-V Crimp Metal Roof (South Florida Metal Supply FL # 10490.6) at above referenced residence address. DESIGN CRITERIA: FBC 2007 / 2009 ASCE7-05 (6-3) PROJECT DATA: BUILDING HIEGHT = 8'-0" MEAN ROOF HIEGHT = <15' ROOF ANGLE = 3:12 SHAPE = PITCHED GABEL ADJUSTMENT FACTOR = 1.21 ]MPROTANCE FACTOR = 1.00 WIND VELOCITY = 140 MPH EXPOSURE = C ENCLOSURE CLASS = ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = -0.18 APPLIED UPLIFT DESIGN PRESSURES ON ROOF (psfl: ZONE 1 (Field) = - 39.1 ZONE 2 (Perimeter/ Ridge) _ - 68.0 ZONE 3 (Corners) = -100.6 1 of 3 ATTACHMENT REOUTUMENTS: Metal roofing to be attached with Hex -Head wood screws with Weather Seal Washers (WSW) #14 x 3/16" minimum penetration through deck, spacing as follows: ZONE 1 (Field) = 16" O.C. parallel to panel span & 12" O.C. perpendicular to panel span ZONE 2 (Perimeter/ Ridge) = 8" O.C. parallel to panel span & 12" O.C. perpendicular to panel span ZONE 3 (Corners) = 8" O.C. parallel to panel span & 12" O.C. perpendicular to panel span Method #1 from product approval acceptable for zone 41. Method #2 from product approval acceptable for zones #2 and #3. Method #1 Design uplift Pressure: -50.50 psf Method #2 Design uplift Pressure: - 106.75 psf All work to be in compliance with product approval (FL # 10490.6), manufacturer's specifications, and the Florida Building Code 2007 / 2009. Submitted by: PAUJ WELCH INC. Paul VWec5, P.E. Reg. No 29945 PW:pj 2 of 3 PAUL WELCH INC. MECH-ELECT-CIVIL ENG 1984 BILTMORE ST. #114 PORT ST- LUCIE, FL 34984 PAUL WELCH, P.E. FLA REG NO 29945 3 of 3 FEB 0 7 2011 Product Rkeview- Affi. iavit St Lucie County, Public Works DepaAment Code Complimice DIVIS1011 'tie following products will be installed 111. ale sliucture locatedat Wildino Permit -11 0 - )%riiers Narne k-A& MA"i Owner's.Nddi ess I Contractor's Address Product *Product Rated res Model Number Method of Aftachamit NOA # or FL# Whitlows Fill iri the rated imiud desigtj ps,'3sjje j.s listed I)y tile each product fiis4ted Ist Choice N'lullions Fixed Glass Is[ Choice Skylights Glass (other) Butt Glass Glass Block Sliding Glass Doors 1st Choice 211d Choice Swing 'hype Doors 1st Choice 211d Choice, Overhead Garage Doors I st Choice 211d Choice Roofixig Material Asplisdt/Fiberglass S F LA F L Metal 0 6 .-1 CS %-kVVAL PtA �zg 4-1 CA b, Other See 64_11r� ;z Shutters LA Choice I have reviewed tile above Components aud cladding, aud have approved their use.m the Structure to provide adequate. resistmice to the wind loads mum forces specified by, current code provisions. Name: Sigiiati:ire Design FIrM FAUi.wei_e-kk _Tm.c, Cert.No.. -Date: St. Lucie County PUBLIC STORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certification for Windt Load Conxpliannce This Certification must be completed by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns or otlier components are being affected) and certain other minor building permits. For further assistance, please contact the Building Inspection Office at (772)462-2172. Project Name uACT"AN V,00t= , Street Address 1 `j �dJ , t�, 1_ D 4 ST . Permit Number o re -t ^S y-. LUe-t S F L. Occupancy Type Construction T e Certification Statement: I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desien Parameters and Assumptions Vsed (Please check or complete the appropriate box.) 1 Florida Building Code 2U 07 Edition with 2009 Supplements and ASCE 7 -05 2. Building Design is: Enclosed: Y Partially Enclosed: Open Building; 3. 1Vleau Roof Height: t✓ Roof Pitch: 12 Internal Pressure Coefficient; 0,11 1 4. Width of End Zone: Wind Speed: I' O (3 sec. gust) 5. Building Classification Table 1-1. ASCE 7 -05 FBC Table 1604.5 6. Wind Exposure Classification: G Adjustment Factor for Exposure & Height: I Z 1 7. Components & Cladding Wind Pressure on Roof Zone 1 + ' (,39 , { 2 �24.10 Tiofl o3 24.6-f�.1�SF 8. Components & Cladding Wind Pressure on Wall Zone 4 N JA 5 —PSF 9. Components & Cladding wind Pressure on Overhead Garage Door PSF 10, Loads: Floor N o. PSF Roof/dead 5; PSF Roof1tive 2n FSF 11. Shear Walls Considered for Structure? Yes _ < No (if No, attach explanation) 12. Continuous Load Path provided? Yes : No (if No, attach explanation) 13. Are Component and Cladding Details Provided? Yew< No (if No, attach explanation) 14. Minimum Soil Bearing Pressure: 2 500 Presumptive: _X By Test: PSF As witnessed by my seal, I hereby certify that the information included with this certiticatidn is true and correct, to the best of my knowledge and belief. .Name; PAUL WELCH P.E. Cert #; 29945 Design Firm: PAU L WELCH INC. Date: Z t I SLCCllV Form # 020-00 SEAL Revises! 5AU9 (CL) Florida Building Code Online Page 1 of 3 - "14 BCIS Home i Log In User Registration Hat Tapia ` Submit Surcharge ( Stats & Fads Publications FBC Staff BCIS Site Map Unks Search r 8 Lli Product Approval C USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL10490 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer South Florida. Metal Supply, Inc. Address/Phone/Email 2783 S.E. Monroe Street Stuart, FL 34997 (772)223-4055 sflmetalsupply@bellsouth.net Authorized Signature James L. Buckner, P.E. @ CBUCK, Inc. jimmy@cbuckinc.net Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who James L. Buckner, P.E. @ C-Buck, Inc. developed the Evaluation Report Florida License PE-31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Steven M. Udch, PE Validation Checklist - Hardcopy Received Certificate of Independence FL10490 RO COI CertificateOfIndeoendence.Ddf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard UL 1897-98 UL 580 with 1998 Revisions Year 1998 1994 hq://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwpqudsDrIH6I48z`/o... 2/3/2011 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/27/2008 12/23/2008 O1/01/2009 02/03/2009 Summary of Products FL # JModel, Number or Name IlDescription 10490.1 1 - "PBR" Roof Panel - 26 Gauge Steel, 36" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 RO II 1- Approved for use outside HVHZ: Yes PBR 26aaOnPlvwood 36in INSTALLATION.odf Verified By: James L. Buckner, P.E P.E. #31242 Impact Resistant: No Design Pressure: +N/A/-76.75 Created by Independent Third Party: Yes Other: The required design wind loads shall be Evaluation Reports determined for each project per FBC, 2007, Section FL10490 RO AE 1- 1603.1.4. Any rational analysis shall be prepared by a PBR 26 aOnPl wood 36in EVALREPORT. df qualified design professional and in compliance with FBC Created by Independent Third Party: Yes 2007, Sections 104, 105, 106. The maximum fastener spacing listed herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. 10490.2 2 - "1 in. Nailstrip" Roof Panel - 24 Gauge Steel, 16" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 RO II 2- Approved for use outside HVHZ: Yes linNailStrio 24GaSteelonWood 16in INSTALLATION.odf Verified By: James L. Buckner, P.E P.E. #31242 Impact Resistant: No Design Pressure: +N/A/-106.75 Created by Independent Third Party: Yes Other: The required design wind loads shall be Evaluation Reports determined for each project per FBC, 2007, Section FL10490 RO AE 2- 1603.1.4. Any rational analysis shall be prepared by a linNailStrio_ 24GaSteelonWood 16in EVALREPORT.odf qualified design professional'and in compliance with FBC Created by Independent Third Party: Yes 2007, Sections 104, 105, 106. The maximum fastener spacing listed herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. 10490.3 3 - "1-3/41n. Roof Panel - 0.032 Aluminum, 14" Width, Attached to SnapLock" (Aluminum) Plywood Deck w/Optlonal Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 RO II 3- Approved for use outside HVHZ: Yes 1.75in 0.032AIumonWood 141n INSTALLATION.odf Verified By: James L. Buckner, RE P.E. #31242 Impact Resistant: No Design Pressure: +N/A/-114.25 Created by Independent Third Party: Yes Other: The required design wind loads shall be Evaluation Reports determined for each project per FBC, 2007, Section FL10490 RO AE 3- 1603.1.4. Any rational analysis shall be prepared by a 1.75in 0.032AIumonWood 141n EVALREPORT.Ddf Created by Independent Third Party: Yes quaiifed design professional and in compliance with FBC 2007, Sections 104, 105, 106. The maximum fastener spacing listed herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. 10490.4 4 - "1-3/4 in. SnapLock" (Steel) Roof Panel - 24 Gauge Steel, 18" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 RO II 4- Approved for use outside HVHZ: Yes 1.75in 24GaonWood 18in INSTALLATION.odf Impact Resistant: No Verified By: James L. Buckner, P.E P.E. #31242 Design Pressure: +N/A/-156J5 Created by Independent Third Party: Yes Other: The required design wind loads shall be Evaluation Reports determined for each project per FBC, 2007, Section FL10490 RO AE 4- 1603.1.4. Any rational analysis shall be prepared by a 1.75in 24GaonWood 181n EVALREPORT. df qualified design professional and In compliance with FBC Created by Independent Third Party: Yes 2007, Sections 104, 105, 106. The maximum fastener spacing listed herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqudsDrIH.6I48z%... 2/3/2011 Florida Building Code Online. Page 3 of 3 10490.5 5 - "copper clad stainless" Roof Panel - 0.016" Copper -Clad Stainless Steel, 16" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 RO II 5- Approved for use outside HVHZ: Yes CuCladSS 016CuOnWood 16in INSTALLATION.odf Verified By: James L. Buckner, P.E P.E. #31242 Impact Resistant: No Design Pressure: +N/A/-76.75 Created by Independent Third Party: Yes Other: The required design wind loads shall be Evaluation Reports determined for each project per FBC, 2007, Section FL10490 RO AE 5- 1603.1.4. Any rational analysis shall be prepared by a CuCladSS 016CuOnWood 16in EVALREPORT. df Created by Independent Third Party: Yes qualified design professional and in compliance with FBC 2007, Sections 104, 105, 106. The maximum fastener spacing listed herein shall not be exceeded. This product Is not approved for use in the High Velocity Hurricane Zone. 10490.6 6 - "5-V Crimp" Roof Panel - 26 Gauge Steel, 24" Width, Attached to Plywood Deck w/Optional Rigid Insulation Limits of Use Installation Instructions Approved for use in HVHZ: No FL10490 RO II 6- Approved for use outside HVHZ: Yes 5VCrimp 26GaSteelonWood 24in INSTALLATION. df Verified By: James L. Buckner, P.E P.E. #31242 Impact Resistant: No Design Pressure: +N/A/-106.75 Created by Independent Third Party: Yes Other: The required design wind loads shall be Evaluation Reports determined for each project per FBC, 2007, Section FL10490 RO AE 6- 1603.1.4. Any rational analysis shall be prepared by a SVCrimp 26GaSteelonWood 24in EVALREPORT. df Created by Independent Third Party: Yes qualified design professional and in compliance with FBC 2007, Sections 104, 105, 106. The maximum fastener spacing listed herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. 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: ® e'Cteck M. sccuritvatr T,ud .-ntscs- s Trtto rc r+r i r http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqudsDrIH6I48z%... 2/3/2011 CBUCK Inc. Florida Certificate ofAuthorization # 8064 Specialty Structural Engineering Installation Method Of South Florida Metal Supply, Inc. "5-V Crimp" Metal Roof Assembly for Florida Product Approval # FL 10490.6 Florida Building Code 2007 Per Rule 9B-72 Method: 1- D Category: Roofing Sub - Category: Metal Roofing Product: "S-V Crimp" Roof Panel Material: Steel Panel Thickness: 26 Gauge Minimum Panel Dimensions: 24"Maximum (Net Coverage) Support Type: Wood Deck Prepared for: South Florida Metal Supply, Inc. 2120 SW Pomo Drive Palm City, FL 34990 Prepared by: Jaynes L. Buckner, P.E. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 �6L Project Manager: Stephen Peters eport No. 08-127-5V-24-S6W-IM James L. Buckner, P.E. Date: 02 / 25 / 08 Flo �da P.E # 31242 Contents: 3 2 103 Installation Method Pages 1— 5 CBUCK, Inc. 1334 S. Killian Drive, Suite 4, West Palm Beach, Florida 33403 Phone: (561)491-9927 Fax: (561)491-9928 Website: www.cbuckinc.net FL #: FL 10490.6 Date: 02/25/08 Report No.: 08-127-5V-24-SM4M Page 2 of 5 Engineering Specialty Structural Engineering CBUCK, Inc. Florida Certificate ofAuthorization # 8064 Evaluated Installation Method Attachment Description: Roof Panel Fasteners Type: Hex -Head wood screws with weather -sealed washer Size: #14 x minimum penetration through deck 3/16" Corrosion Resistance: Per FBC Section 1507.4.4 Standard: Per ANSI/ASME B 18.6.1. Installation: METHOD 1: 1. "5-V Crimp" Roof Panel to Deck ■ Fastener spacing: 16" o.c. (along the length of the panel and within 3" from all ends) ■ Fastener spacing: Nominal pattern of 12" (along each row) (at the top of the major corrugations) 2. "5-V Crimp" Roof Panel to Deck ■ Fastener spacing: 8" o.c. METHOD 2: (along the length of the panel and within 3" from all ends) ■ Fastener spacing: Nominal pattern of 12" (along each row) (at the top of the major corrugations) Fasteners shall penetrate through deck a minimum of 3/16". Manufacturer's Refer to the manufacturer's installation instructions as a supplemental Installation Instructions: guide for attachment. Evaluation Report: Conditions and Limitations of the Evaluation Report apply. FL #: FL 10490.6 Date: 02/25/08 Report No.: 08-127-5V-24-S6W-IM Page 3 of 5 CBUCK Engineering Specialty Structural EngineeringCBUCK, Inc. Florida Certicate'ofAuthorization # 8064 Installation Method South Florida Metal Supply, Inc. "5-V Crimp" ( 26 Ga. Steel) Attached to Wood Deck 24" Ma)amum Net Coverage c N if T Panel Profile Nominal 12" o.c. Assembly Profile Nominal 12" o.c. Fastener Spacing Across Panel Width #14 Hex -Head Screw with WSW Spaced 12" across the Panel -�� FL #: FL 10490.6 Date: 02/25/08 Report No.: 08-127-5V-24-S6W-IM Page 4 of 5 kBUCK Fingineenong Specialty Structural Engineering CBUCK, Inc. Florida Certificate ofAuthorization # 8064 Installation Method South Florida Metal Supply, Inc. "5-V Crimp" ( 26 Ga. Steel) Attached to Wood Deck METHOD 1: For 50.50 PSF Design Pressure Panel Fasteners - #14 Hex Head -15/37 or greater Plywood, or Insulation T rnwdmum - Wood plank Assembly Isometric View FL #: FL 10490.6 Date: 02/25/08 Report No.: 08-127-5V-24-S6W-IM Page 5 of 5 Q B ULC K E n g in eerin Specialty Structural Engineering CB UCK, Inc. Florida Certificate ofAuthorization # 8064 Installation Method South Florida Metal Supply, Inc. 115-V Crimp" ( 26 Ga. Steel) Attached to Wood Deck METHOD 2: For 106.75 PSF Design Pressure Panel Fasteners - #14 Hex Head 15/3T or greater Plywood, or Insulation T maximum - Wood plank Assembly Isometric View