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HomeMy WebLinkAbout901 Cornwall RdRECEIVED D CITY OF SANFORD DEC 2;`1 2010 BUILDING & FIRE PREVENTION PERMIT APPLICATION sasAnnlirafinnNn• ilnrnmentPrl f'nnctrnctinn Vahie• . ac V , V Od ' Job Address: C/O/ COPUV W AL-i- A Historic District: Yes No — Parcel ID: o *1 -,O - 31 ZO o ^ 01 ? V - 0 G b u Zoning: Description of Work: A,%CL.w /7e--1,l /1,J04 ave!- ^C3=4 Plan Review Contact Person: 106,& L Title: AA 11. Phone: Idi "3d fir- ? ? o Fax: V 01- 330 -- 9 (IyS E-mail: f 4'-k Q ('aa "ayernr er.c. , cn. 11 Property Owner Information UName LM n De : es a . Phone: Lfd'7 ,-3 3 p— d'00 3 Street: ` ! S .w.l j Rj Resident of property? City, State Zip: 5'4A1r ,)a- j 317? 3 Contractor Information q0-7 3.) 3g- Name 004-O'JE/1 A/viii A-rc4 mac, Phone: yd-3? 00 Street: P, o .4 ok 9 7 o q 1-Lf Fax: N a?- 33 0 5 y 4 s City, State Zip: C(_L MoJAv#z' State License No.: C-cc. 136k 9s74 Architect/Engineer Information Name: N GQ- Phone: Street: Fax: City, St, Zip: Bonding Company: Address: E-mail: N/,;- Mortgage Lender: Address: PERMIT INFORMATION Building Permit ET' Square Footage: '?d,ycio Construction Type: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: No. of Stories: Plumbing New Construction - No. of Fixtures: Mechanical 13 (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: ff Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 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 RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past permit activity levels. Should calculated charges exceed the documented construction value when the executed contract is submitted, credit will be applied to your permit fees when the permit is released. ignat/re of Owner/Agent Date Print Owner/Agent's Name 171 10 Signa e q State ofINAMSTON Date MY COMMISSION # DD 633061 EXPIRES: May 25, 2011 Pf oyQ ' Bonded Thru Notary Public UndervMters Owner/Agent is ersonally Known to e or Produced ID Typ APPROVALS: ZONING: COMMENTS: ENGINEERING: UTILITIES: FIRE: 12 26 10 Signature of Contractor/Agent Date GA/ Agent' s Name LUCY L. MSE MY 00MM15WON if EM166 EXMES: January 24, 2015 r n. N—Ya.a0An=co i c Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: Rev 11. 08 12/21/2010 00: 39 407PROPOSAL and CO 330944NS ®TI ONIN REVISED CT PAGE 01/01 P- O BOX 470424 LAKE MONROF, FL 32747 OFFICE: 4077 328-7700 FAX: 407 330-9445 www_ roof-overamerica. com I = CCC1329574 DATE: December 14, 2010 I/ We the owner(s) of the premises merNfoned below Angage and hire you as contractor, to furnish and install all nocossmy materials and tabor, to install, construct and place the i nprmements according to the specKicotions, teims and conditions, on and in the premises below described which we warrant and represent that we have good record title as to owners in our own name. OWNER' S NANIE(S): DhM Properties inc. ATTN: Anthony C_ Lupo ADDRESS: 915 Cornwall Rd CiTY: Sanford PHONE: . 407-330-2003 FAX: 407-330-0506 CELL: 321-377-2587 STATE: FL ZIP: 32773 Job location: Two metal buildings located at above address with a combined total of approximately 72,000 square feet of roof area. Description of work to be done and materials to be used: Remove existing gutters, downspouts and ridge vents. Cut back existing panel overhang to edge of wall. 2. Install 16 gauge W high sub-girts over existing roof panels, attached to roof purlins with 3" seff-drilling fasteners on 2' Centers and alternating 1" self -drilling fasteners into roof pailels. 3. Remove all abandoned roof penetrations, fans, vents, etc. 4. install new 26 gauge painted eave trim, S. Install 26 gauge "Gaivalume Plus" P.B_R. roof panels and die formed ridge caps with long -life a2AC" fasteners, proper closures and sealants. All existing skylights .will be roofed over. 6. Install (20) new-10' commercial ridge vents with 9" throats and fixed openings_(12 on east building and a on west building) 7, Existing ridge vents (8) removed from tall section of west building wlll be reinstalled on new roof. 8, install new 26 gauge painted rake trim. S. Reinstall existing gutters on front side of both buildings and install (27) new 26 gauge 4"x5" painted downspouts. 10. Install approximately 1,200 feet of new 26 gauge gutters and (40) downspouts on rear of buildings. 11. Install roof boots on all plumbing stacks. 12. Provide manufacturers'. 25 yr. material warranty on roof panels_ 13. Provide 2 yr. workmanship warranty from Roof -Over America, Inc_ 14. All required engineering and pen -nits included. wuceatgWe W115pending increase of steel prices, this price is subject to change after 12/1512010. bntractof has.pubur- rrabaiity and workew cm penBstlon imunance_ STIMATED START DATE: 1-5-2011 APPROXIMATE 06'&LETION C ' .3-25-2011 v 1 i j IUYPA 010 E AGENT for Roof -Over America, Inc_ DATE 00- BUYER ACKNr7w1 f:OC S'RECEIPT QF TNIS CONTRACT aME LATELY UPQN THE EXECUTION HEREOF_ FLORIDA CONTRACTORS uCENSE # cGcoo3544 NO VMIAL AGREEMENTS WU Be HONOpEo,1T94m oRDEREn MusT SE oN ComTRAcr_ TM 1e 8 "RY a 4rV (see r mmm fa uddWorml tens or this corm cct) IIN111111111111Do01111111111111110 11111111if1111111111111 Permit No. Tax Folio No. 0 7 -2-` -3 1 -30ca -017V - ocyoc? NOTICE OF COMMENCEMENT State of Florida County of Seminole MARYANNE MORSE, CLEF OF CIRCUIT COURT SEMINOLE COUNTY BK 07498 Pg 0381; (1pg) CLERK' S # 2014. 1144790: RECORDED 12/17/ 2010 11,112:36 AN RECORDING FEES 10. 00 RECORDED BY J Eckenroth(all) 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. wAd he c= 31 6 65. 1. Description of property: . o erty: (legaldescriptionof the property, and street address if available) c See '? sµ1lIV,3S' tr tJ c4 CaR uFSwAlkuw zy 97-4J3s4l F7-Nir11,ki -Cr $F1Sdi-T 7'6vdC: C`, s.L.gc) 2. General description of improvement:L rat add - ' { J '"1 L' •' "¢L `'"`"" 3. Owner information: Name: 1) L. M P +' efS Xti c Address: <f—IA t,alz-e- /: 5 + r= 4. 3a 17 3 b. Interest in property: c. `Name and address of fee simple titleholder (if other than Owner): Name: Address: 4. Contractor Name: `"' f - - 3 UF,2 rlrY1 2 , --:v • Phone number: - i i U c. Address:y k t/ 7 4 f L !01 ra Q F4- 5. Surety Name N! - CEKI ItItu, hurl Address: MAN r ruv,Vr. wr b. Amount of bond: $ CLERK OF CIRCUIT COURT 6. Lender: Name: wG 000NTY. FLORIDA Address: b. Lender' s phone number: pFP ITY t'1_FRK 7.a. 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- 010 Address: 8.a. In addition to himself or herself, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. b. Phone number of person or entity designated by owner: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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. STg an ture of OwnerorOwner's Authorized Officer/Director/Partner/Manager Signatory's Title/Office aoto C-tten Moller V. P. The foregoing instrument was acknowledged before =17'A5&of G (year) , by (name of person) as (type of authority, r.. e. officer, trustee, atton alf of whom instrument was executed). DL,,1. M61aII`T I t) °'rtaro Signaturc of Notary Phblic Qf"' Personally Known / OR Produced Identification Type of Identification Produced Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that I have read the foregoing and that the facts s d in it a tZue to the best of my knowledge and belief. Signature of Natural Person Signing Above Rev.'date 3/ 2008 WAIME ADDR. t 3 ti 3 3 Attach Roof panels to Sub -Guts in accordance With manufacturer's roof Panel installation layout. JFjW • RF ii 0 400 doo e p% iE OF 2. NA V- oies Gutter--' optional , Fascia trim 110i 11,101 4 1% I e 1 I .. v (,`, , I I , 7 [` New Roof Metal Panels i GRANT RENNE, P.E. PE NO, 43400 220 SOUTH WOODLAND BOULEVARD SUITE C DELAND FLORWA 532720 4sy PHONE 386 747 7761 MAIL GRENNE@EPIENG NET Existing metal panel roofing Eave strut ENGINEERED PERMITS, INC. 220 SOUTKWOODLAND BOULEVARD SUITE C DELAND, FLORIDA 32720 PHONE: 386-747-1761 r.FRT Nn qAqqR y. Existing "Z" purlins Attach i" high, 16 go. red oxide sub —gists (over existing roof panels) into existing "Z" purlins w/ 1 /4- 14x3" self drilling fasteners 1' o/c at eave strut and 10' in (from ends) of all purlin runs, 2' o/c on remaining. Attach opposite side of sub —girt w/ 1 /4-14x1" self —drilling stitch screws 2' o/c (staggered) to panel high. FHE METAL ROOF OVER SYSTEM HAS BEEN DESIGNED TO MEET OR THIS DOCUMENT PREPARED FOR THE, XCEED THE 130 MPH (3 SECOND WIND GUST) WIND LOAD REQUIREMENTS EXCLUSIVE USE OF ROOF -OVER AMERICA INC Y CHAPTER 16 OF THE FLORIDA BUILDING CODE, 2007 ED. 12/16/2010 Florida Building Code Online S BCIS Home Log In User Registration Hot Topics '; Submit Surcharge Scats & Facts Publications ! FBC Staff BCIS Site Map I Links Search Product Approval USER: Public User Product Aooroval Menu > Product of Aoclication Search > Application List > Application Detail FL # FL11435 Application Type New Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Whirlwind Building Systerns Address/Phone/Email 8234 Hansen Road Houston, TX 77075 832) 553-4696 flvalidation@yahoo.com Authorized Signature David Fulton flvalidation@yahoo.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Structural Components Subcategory Roof Deck 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 developed the Terrence E. Wolfe Evaluation Report Florida License PE-44923 Quality Assurance Entity Underwriters Laboratories Inc. Quality Assurance Contract Expiration Date 12/31/2011 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL11435 RO COI Letter of Certification.Ddf Referenced Standard and Year (of Standard) Standard Year ASTM E 1592 2001 Florida Building Code 2007 TAS 100 1995 TAS 125 2003 TAS 201 1994 UL 580 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D floridabuilding.org/pr/pr_app_dtl.aspx?p... 1/3 12/16/2010 Florida Building Code Online 4 Date Submitted 10/07/2008 Date Validated 10/18/2008 Date Pending FBC Approval 11/10/2008 Date Approved 12/10/2008 Summary of Products FL # Model, Number or Name Description 1143S.1 17.2 26 Ga. 7.2 Roof Panel over open framing Non-HVHZ i Limits of Use Installation Instructions Approved for use in HVHZ: No FL11435 RO II 7.2 Details.pdf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +85.OPSF/-85.OPSF Evaluation Reports Other: +/- 85.0 psf @ 5'-0" o.c. Fastener Spacing. Install per FL11435 RO AE 7.2 Load Table.pdf i manufacturers details. Not for use in HVHZ Zones. FL11435 RO AE 7.2 Panel Roof Structural Eval.pdf Created by Independent Third Party: Yes 11435.2 Super Seam II 24 Ga. Super Seam II 24" Wide Roof Panel over open framing Non- HVHZ Limits of Use Installation Instructions --— Approved for use in HVHZ: No FL11435 RO II Super Seam II Details.pdf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Design Pressure: +N/A/-52.5PSF Created by Independent Third Party: Yes Evaluation Reports Other: -52.5 psf @ T-0" o.c. Clip Spacing. Install per FL11435 RO AE Super Seam II Roof Structural Eval.odf Created by Independent Third Party: Yesimanufactersdetails. Not for use in HVHZ Zones. 11435.3 Super Seam Plus 24 Ga. Super Seam Plus 24" Wide Roof Panel over open framing Non-HVHZ I Limits of Use Installation Instructions Approved for use in HVHZ: No FL11435 RO II Super Seam Plus Details.pdf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-52.5PSF Evaluation Reports I Other: -52.5 psf @ T-0" o.c. Clip Spacing. Install per manufacters details. Not for use in HVHZ Zones. FL11435 RO AE Super Seam Plus Roof Structural Eval.pdf Created by Independent Third Party: Yes 11435.4 Super Span X 24 Ga. Super Span X Roof Panel over open framing HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11435 RO II 24 Ga. Super Span X Details.odf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +N/A/-135.OPSF Evaluation Reports Other: -135.0 psf @ 2'-0" o.c. -60.0 psf @ 5'-0" o.c. Install per manufacturers details. For use in HVHZ Zones. FL11435 RO AE 24 Ga. Super Span Panel Roof Structural Eval HVHZ.odf Created by Independent Third Party: Yes 1-1-435.5 Super Span X 26 Ga. Super Span X Roof Panel over open framing Nan-HVHZ Limits of Use _ Installation Instructions Approved for use in HVHZ: No FL11435 RO II 26 Ga. Super Span X Details.pdf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +42.9PSF/-43.8PSF Evaluation Reports Other: +42.9 @ 5'-0" o.c. Fastener Spacing. -43.8 psf @ 5'-0" FL11435 RO AE 26 Ga. Super Span Load Table. pdf o.c. Fastener Spacing. Install per manufacters details. Not for use FL11435 RO AE 26 Ga. Super Span Panel Roof Structural Eval.pdf Created by Independent Third Party: YesinHVHZZones. T_--- _------ i 11435.6 Weather Lok 16 24 Ga Weather Lok-16 Roof Panel over open framing HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11435 RO II 24 Ga. Weather Lok-16 Details.pdf Approved for use outside HVHZ: Yes Verified By: Terrence E. Wolfe, P.E. 44923 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +N/A/-133.4PSF Evaluation Reports Other: -133.4 psf @ V-0" o.c. Clip Spacing.-100.79 psf @ 2'-6" FL11435 RO AE NOA No. 07-0813.04.pdf O.C. Clip Spacing. -42.80 psf @ T-2" o.c. Clip Spacing. Install per FL11435 RO AE Weather Lok Roof Structural Eval.pdf Created by Independent Third Party: Yesmanufacturersdetails. For use in HVHZ Zones. 11435.7 Weather Snap-16 24 Ga. Weather Snap-16 Roof Panel over open framing Non-HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: No FL11435 RO II 24 Ga. Weather Snap-16 Detailsxclf Approved for use outside HVHZ: Yes Verified By: Terrenece E. Wolfe, P.E. 44923 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-52.SPSF Evaluation Reports Other: -52.5 psf @ 4'-0" o.c. Clip Spacing. -41.7 psf @ 5'-0" o.c. FL11435 RO AE Weather Snap Roof Structural Eval.pdf Created by Independent Third Party: YesClipSpacing. Install per manufacturers details. Not for use in HVHZ Zones. floridabuiIding.org/pr/pr_app_dtl.aspx?p... 2/3 Product Evaluation Report for 26 Ga. Super Span X Roof Panel over open framing Florida Product Approval # 11435.5 Category: Structural Components Subcategory: Roof Deck Compliance Method: 913-72.070(1)(d) Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Ramblewood Drive Humble, TX 77338 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 NON-HVHZ C E r .. STATE OF ; Z©RI'.'``' sme otrloda. oum till 1 of 3 October 4, 2008 Product Evaluation Report for 26 Ga. Super Span X Roof Panel over open framing Florida Product Approval # 11435.5 Category: Structural Components Subcategory: Roof Deck Compliance Method: 913-72.070(1)(d) Engineer Evaluator: Terrence E. Wolfe, P.E. # 44923 19530 Ramblewood Drive Humble, TX 77338 Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 NON-HVHZ 1{ltIf111J, O i STATE of ; 0RI f GOA- 1 of 3 October 4, 2008 MANUFACTURER: Whirlwind Building Systems Houston Plant: 713-946-7140 8234 Hansen Road Houston, TX 77075-1002 Lithia Springs Plant: 770-739-8339 2175 Sweetwater Industrial Blvd. Lithia Springs, GA 30122-2879 Claremore Plant: 918-343-1973 2450 E.L. Anderson Blvd. Claremore, OK 74017-2122 Product Description: Super Span X Panel, 26 Ga., Grade 80, 36" wide, panel applied over open framing. 1-1/4" tall rib, through fastened structural metal roof Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1504.3.2. Documentation Supporting the Compliance Statement: The product has been tested in accordance with: UL 580 Test: UL Construction Number 161 Limitations and Conditions of use for NON-HVHZ: Maximum Roof Component Pressures: -43.8 psf @ 5-0" O.C. fastener Spacing 42.9 psf @ 5'-0" O.C. fastener Spacing Panel Material Standards: 26 Ga., 0.185" Thickness, Fy = 80 ksi. Panel Material shall comply with FBC 2007, Section 1507.4.3 Panel Fasteners: 12-14 HWH Self Drillers. Fasteners must be Corrosion resistance per FBC 2007, Section 1507.4.4 Minimum Roof Slope: 1/2:12. Minimum Slope shall comply with FBC 2007, Section 1507.4.2 and Manufacturers recommendations. Substrate Description: Minimum 16 Ga. steel framing Designed by others Roof Panel Fire Rating: Class B fire exposure rating in accordance with FBC Section 1505.3. 4 C E NSNo. 4491Y F a' STATE of Oki 4`.•ts``: ONAL 2 of 3 October 4, 2008 MANUFACTURER: Whirlwind Building Systems Houston Plant: 713-946-7140 8234 Hansen Road Houston, TX 77075-1002 Lithia Springs Plant: 770-739-8339 2175 Sweetwater Industrial Blvd. Lithia Springs, GA 30122-2879 Claremore Plant: 918-343-1973 2450 E.L. Anderson Blvd. Claremore, OK 74017-2122 Product Description: Super Span X Panel, 26 Ga., Grade 80, 36" wide, 1-1/4" tall rib, through fastened structural metal roof panel applied over open framing. Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2007, Sections 1504.3.2. Documentation Supporting the Compliance Statement: The product has been tested in accordance with: UL 580 Test: UL Construction Number 161 Limitations and Conditions of use for NON-HVHZ: Maximum Roof Component Pressures: -43.8 psf @ 5'-0" O.C. fastener Spacing 42.9 psf @ 5'-0" O.C. fastener Spacing Panel Material Standards: 26 Ga., 0.185" Thickness, Fy = 80 ksi. Panel Material shall comply with FBC 2007, Section 1507.4.3 Panel Fasteners: 12-14 HWH Self Drillers. Fasteners must be Corrosion resistance per FBC 2007, Section 1507.4.4 Minimum Roof Slope: 1/2:12. Minimum Slope shall comply with FBC 2007, Section 1507.4.2 and Manufacturers recommendations. Substrate Description: Minimum 16 Ga. steel framing Designed by others Roof Panel Fire Rating: Class B fire exposure rating in accordance with FBC Section 1505.3. a 1 No. 449L STATE OF ac• i0RI 4'` `` rxr s ,,,•0 1111<<`,,, 2 of 3 October 4, 2008 Insulation: Shear Diaphragm: Optional) Vinyl or reflective foil faced fiberglass batten insulations that have a flame spread rating of no more than 25 and a smoke development rating of not more than 450. Roof 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, and Chapter 16 for structural loading. Installation Requirements: Install the panel system according to the manufacturer's installation instruction. Quality Assurance Entity: Underwriters Laboratories, Inc Certificate of Independence: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 0 n y` C NSF I No. 4492 a STATE of ry . G1?1 CAA 3 of 3 October 4, 2008 P Insulation: (Optional) Vinyl or reflective foil faced fiberglass batten insulations that have a flame spread rating of no more than 25 and a smoke development rating of not more than 450. Shear Diaphragm: Roof 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, and Chapter 16 for structural loading. Installation Requirements: Install the panel system according to the manufacturer's installation instruction Quality Assurance Entity: Underwriters Laboratories, Inc Certificate of Independence: See uploaded attachments Authorized Representative: Terrence E. Wolfe, P.E. #44923 O C STATE OF 3 of 3 October 4, 2008 a CI-6 EFFECTIVEDATE October31, 2005 W H I p WHIRLWIND BUILDING VOMPOI UEnI Ts Houston Atlanta Tulsa 'rathrop fisepart 800.324.9992 800.363.8142 877.895:0077:. 866:922.2216 888836 7203 COMMERCIALANDUSTRIAL PRODUCT ERECTION DETAILS Side lap with continuous tape sealant Stitch screw - Locate one at each member and two between 4., spaced evenly apart (20" max.)K\\ 20" Max. End lap with inside closure T-O" Coverage End lap with continuous tape sealant Purlin Eave strut Member screw see detail for layout) Die -formed ridge cap No Cor-Span die -formed ridge cap) v Pudin Panel IapwiQi(V.• •\C' N S e + continuous: r tape sealart : No.449 STtE E 1Z BLte eN Florlde C.O.A. tzane OCT 0 1 2008 ROOF PANEL INSTALLATION LAYOUT - SUPER SPAN X PANEL SHOWN 7.2 RIB. LOW RIB and COR-SPAN PANEL SIMILAR NOTES: 1. All end laps must be a minimum of 4". 2. Metal shavings must be swept from the roof each day during erection to prevent surface rusting. 3. Tape sealant must be applied with no gaps or breaks. 4. Member screws are used to attach the panel to the structurals. Stitch screws are used atthe panel to panel attachments. These fasteners may be self -drilling or self -tapping. SEE www.whirlwindsteel.COM FOR CURRENT INFORMATION Continuous tape sealant 4" + Roof panel DETAIL AT PANEL SPLICE PRICE SUBJECT TO CHANGE WITHOUT NOTICE F __ WHI LRWIND EFFECTIVE DATE.- April2, 2007 Houston Atlanta Tulsa Lathrop Freeport 800.324.9992 800.363.8142 877.875.0077 866.922.2216 888.836.7203 COMMERCIAVINDUSTRIAL PRODUCT ERECTION DETAILS 0 a?e at Flow* 0.0:l1, P14 77A L 9l16/IAIAI', GEE., Q'•• • G E N S •,'; No.4492 STAT //C>; n • Vim./ S 4NALE\.`` C OCT 0 1 2008 5" 7" 5" 7" 5„ Stitch screw mtinuous oe sealant Member screw Side lap i,. i l4 l'.,: DETAIL AT END LAP AND PANEL LAP 1' - 0" Stitch screw continuoustapesealant Member screw Side lap DETAILAT REMAINING MEMBERS Side lap Continuous tape sealant Continuous tape sealant TAPE SEALANT AT END LAP AND PANEL LAP subjectto change without notice www.whirlwindsteel.com TE-7 EFFECTIVE DATE., October 37, 2005 WHIRLWIND BUILDING COMPOM W WHIRLWIND Hourton Atlanh Toke latMup Freeport 800.324.9992 800.363.8142 877:875:0.071 666.922:2216 888,836 7203, Inside Cou. flast Gutte Stral on T-I Down Strap COMMERCIAVINDUSTRIAL PRODUCT ERECTION DETAILS ftilffflll! ISOMETIC VIEW AT CORNER OF BUILDING ;.o'¢N .. ..j:'• e• OENS • F . Stec of FlafWa c.ol N0.449 3 ; 0 2W8 t fl :• S T OFA- v. P Continuou . C` OR G• tape sealant '•sS/pNAG OCT © ] 2008 urlin Itside closure ake trim lake angle Eave strut orner trim Zee girt Sheeting Angle (SA005) Attach with two member screws CI- 4 SEE www.whirlwindsteel.com FOR CURRENT INFORMATION PRICE SUBJECT TO CHANGE WITHOUT NOTICE EFFECTIVE DATE: October 31, 2005 WHIRLWIND BUILDING co ONENT WHIRLWIND J Houston Atlanta .Tulsa Lathrop keeport 800.324.9992 800.363.8142 877t&0077 866.922.2216 8881836.7263 COMMERCIALIINDUSTRIAL PRODUCT ERECTION DETAILS Gutter Support Inside closure Strap @36" o.c. Roof anelStitchscrewP Inside closure Gutter its Roof panel Member screw Stitch screw Member screw 6" O.C. Eave trim O.C. Member Member screw Stitch screw Counter flashing F screw @ 12" o.c. @ 12" o.c. 0 12" o.c. Wall panel zet. Eave strut Outside closure fi y Eave strut Wall panel Gutter Pop Downspoi Wall panel DETAIL AT GUTTER Caulk all around eld cut "X" into Ott— of gutter and bend down into downspout Rake angle Rake trim Stitch screw 12" o.c. Outside closure Wall panel DETAIL AT EAVE TRIM Stitch screw 12" o.c. Roof panel Purlin Continuous tape sealant L Member screw Pop rivet (typ) — DETAIL AT RAKE ® 12" ° 1`%AGE E. Strap DS-105 locate at base ¢Q.' G E NDownspout and at each girt) SWIS of Flodds. `SF emirs N o,49 DOWNSPOUT DETAILS NOTES: F jam, '0TE OF • rY 1. Make sure building is plumb and square before sheeting. 2. Rake trim, gutter and eave trim lap 2". All other trims lap 1". '+**S': 0 R X 3. Do not cut wall panels with a circular saw afterthe panels are installed. The hotshavings may damage the panel fufitj+' NA1. the warranty. 4. Metal shavings must be swept away from the roof each day to avoid surface rusting. oGT o 'Y 2008 PRICE SUBJECTTO CHANGE WITHOUT NOTICE SEE www.whirlwindsteel.com FOR CURRENT INFORMATION. CI-5 7 EFFECTIVEDATE.• October 31, 2005 W H 1 p WHIRLWIND BUILDING C P /V tYTS Houston Atlanta ..Tulsa - .Lathrop .Freeport 800.324.9992 800.363.8142 877.875,0077. N6.9221216 888.8367203 COiV MERCIALANDUSTRIAL PRODUCT ERECTION DETAILS Round vent mounted on ridge cap Memb on Roof pi VIEW AT ROUND VENT Damper in open position Rain shield Outer band Member screws on 6" centers cap or -Span Ridge Cap) Damper closure Pull chain Roof panel -1rI j /- Ridge cap Throat Member screw Pulley attachment angle at every third vent or at endwall SECTION THROUGH ROUND VENT State of Flwlda Q0A 2677Q yyyyg2+91+g:f, NCE: t. v •• E Nq No.44 2 w • r z • w o'a SAVF ' •-: s• t O R VOPG S;ONALf 01jrarrty yye OCT 0 1 2008 NOTES: 1. One pull cable and winch is furnished for every three round or continuous vents with dampers. 2. The cable must pull the damper bar or pull chain straight. 3. Vents with fixed dampers are similar to those shown. 4. Refer to the information furnished by the vent manufacturer for complete vent installation and operation instructions. PRICE SUBJECT TO CHANGE WITHOUT NOTICE SEE www.whirlwindsteel.com FOR CURRENT INFORMATION. CI-21 Pulley Cable EFFECTWE DATE. October 31, 2005 W H I p WHIRLWIND RURDING COMPONENTS Houston Atlanta - TulsaIdtdFopheaport 800.324.9992 800.363.8142 877.875 007.7 866.927-2216 888 636.7203 CO MMERCIALANDUSTRIAL PRODUCT ERECTION DETAILS Birdscreen 3> End cap ftftotFlq a.o.a Ridge ventic.esrrs fangt +rr Caulk along ends * Q-•.•',L N •• F° V ` d Member screws ; • F ' on 6"centers Drain cap : * ; No•4492 i j'1 r4c_ i- Ridge cap ; 9'VNAL Die -formed (No Cor-Span Ridge Cap) +4+6•r1rrll4 vent skirt Purlin OCT 0 1 200a Roof panel VIEW AT CONTINUOUS VENT Damper in Birdscreen open position Rain shield J . Eye bolt at every other purlin from peak Winch (field attach to columns, masonry, etc.) Member screws on 6" centers Roof panel - Member screw Throat Vent screen Purlin Pulley attachment angle at every third vent or at endwall SECTION THROUGH CONTINUOUS VENT Refer to manufacturer's instructions for details at attachment to vent PULL CABLE ATTACHMENT FOR VENTS WITH DAMPERS CI-22 SEE www.whirlwindsteel.COM FOR CURRENT INFORMATION PRICE SUBJECT TO CHANGE WITHOUT NOTICE We or Florida C.O.A. w 2M7d EFFECTIVE DATE: October 31, 2005 WHIRLWIND BUILDING COMPOiVEnITWHIRLWIND Houston Atlanta .Tulsa Ltiuop - Ftaeport 800.324.9992 800.363.8142 877.875.0077 B66.9222216 8888.3 7203 COMMERCIALANDUSTRIAL PRODUCT ERECTION DETAILS Cobra- vent material Member screws on 6" centers PreVent o s aerrer ACE E. Nvo.4492 - 77 Roof panel STA, tr441 0 Rso • • • • •rjG." VIEW AT'PREVENT' elf , er ANAL r*, ren>t dimensionSpecderingventOCT012008whenVaries Stitch screv on 6" cente Purlin Outside closure SECTION THROUGH "PREVENT' Vent cap r— End cap Purlin lnt material Incurs Ridge cap NOTES: 1. The throat varies on both vent types depending on the panel overhang past the peak purlin. 2. The PreVent@ is made of 24 gauge GALVALUMEO material. The vent cap will be the color and gauge of the roof panel. 3. The Ridge Line with Coravent is made of 26 gauge material and will match the color of the roof panel. 24 gauge material is optional. 4. Die -formed skirts are available with the Ridge Line vents in 26 gauge Polar White and GALVALUME PLUS@ only. All others are furnished with a flat skirt. 5. Special attention must be paid to the roof panel length when using the Ridge Line vent. The panel overhang past the peak purlin is greater than that usually required with the standard ridge cap. PRICE SUBJECT TO CHANGE WITHOUT NOTICE SEE www.whirlwindsteel.com FOR CURRENT INFORMATION. CI-23 r DETAIL AT EAVE (W/ GUTTER)/DETAIL AT EAVE (W/ EAVE TRIM) 0 ul V-s967f Rodda CAM Ile p No.44923 STATE O .. M A OR\O •G\4bSS. %% ON ttitttt+` OCT 0 12008 Purlin 11—+ VIEW AT "RIDGE LINE w/ COR-A-VENT" Cor-A-Ventm ventilation core 3 Fasteners on 12" centers Skirt Roof panel Throat Outside closure SECTION THROUGH "RIDGE LINE" CI.24 SEE www.whirlwindsteel.com FOR CURRENT INFORMATION Ridge cap PRICE SUBJECT TO CHANGE WITHOUT NOTICE DETAIL AT RAKE/SKYLIGHT/BASE Fold insulation back3"to 6" Gutter COMMERCIALANDUSTRIAL PRODUCT ERECTION DETAILS Wall panel D ETAI L AT EAVE With Gutter) Inside closure Eave strut Insulation Insulation CAUTION! Failure to tuck facing of insulation back from the panel edge at the base and eave could result in irreparable panel damage and will void the panel warranty. uteofRorlda C:O.A. 111111 a l 0 , a Fold insulation back 3"to6" d ENS''.: o / • o No.449 3 ' iteokla • ST P' ; Eave trim P • 0 R I NALE. OCT 0 12009 Wall panel NOTES: 1. Details shown are for blanket insulation. 2. Blanket insulation over 3" thick require longer member screws. 3. Rigid board insulation may require longer members screws. 4. Fasteners and sealant are omitted for clarity. Inside closure Insulation s Eave strut Insulation D ETAI L AT EAVE With Eave Trim) RICE SUBJECT TO CHANGE WITHOUT NOTICE SEE www.whiriwindsteel.com FOR CURRENT INFORMATION. CI.25 CI.26 Rake,anc Rake trim Outside close Wall pe COMMERCIAL/INDUSTRIAL PRODUCT ERECTION DETAILS D ETAI L AT RAKE With Std. Rake Trim) Insulation Wall panel r Base angle of panel Insulation Insu DETAIL AT SKYLIGHT Insulation Termination) v s: e t, S&SWof%dda NC E E, •, a.o.a. Base trim Q- ••• C E N10 s . • s Fold insulation No.44923 back 3" to 6" y s S TASi DETAIL AT BASE : p R tpP •e With Std. Base Trim) '" IsS• R rr o+ts e OCT 0 12008 c*^^ T of batting vinyl back ulation ylight SEE www.ww1wmdsteel.com FOR CURRENT INFORMATION PRICE SUBJECT TO CHANGE WITHOUT NOTICE 12/16/2010 Florida Building Code Online Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Metallic Products 7777 Hollister Street Houston, TX 77040 713) 856-9696 Ext 114 coy@mpvent.com James L. Buckner, P.E. @ CBUCK, Inc. jimmy@cbuckinc.net Coy Poret 7777 Hollister Street Houston, TX 77040 713) 856-9696 coy@mpvent.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 developed the James L. Buckner, P.E. @ C-Buck, Inc. Evaluation Report Florida License PE-31242 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2010 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL12253 RI COI CertOfIndeo.odf Referenced Standard and Year (of Standard) Standard Year ASTM E1886 2002 ASTM E330 2002 Florida Building Code 2007 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/11/2009 floridabuilding.org/pr/pr_a pp_dtl.aspx?p... 1/2 12/16/2010 Florida Building Code Online Date Validated 05/11/2009 Date Pending FBC Approval 05/17/2009 Date Approved 06/09/2009 Summary of Products j FL # Model, Number or Name Description 12253.1 Ridge Vent 9 inch Throat, Flat Skirt, Ridge Ventilator Attached to 16 Ga. Steel Purlins Limits of Use Installation Instructions Approved for use in HVHZ: No FL12253 R1 II 09-145-RidaeVent-9in throat -On Approved for use outside HVHZ: Yes Steel EVALREPORT.Ddf Impact Resistant: Yes Verified By: James L. Buckner, P.E. @ C-Buck, Inc. P.E. #31242 Design Pressure: +N/A/-50 Created by Independent Third Party: Yes Other: The required design wind loads shall be determined for Evaluation Reports each project per FBC, 2007, Section 1609. Any rational analysis FL12253 R1 AE 09-145-RidaeVent-9in throat -On shall be prepared by a qualified design professional and in Steel EVALREPORT.odf compliance with FBC 2007, Sections 104, 105, 106. The maximum Created by Independent Third Party: Yes fastener spacing listed herein shall not be exceeded. Impact Rating is for the evaluated assembly as described in this report I with no variance or modifications. 12253.2 Ridge Vent 12 inch Throat, Flat Skirt, Ridge Ventilator Attached to 16 Ga. Steel Purlins Limits of Use Installation Instructions Approved for use in HVHZ: No FL12253 RI II 09-145-RidaeVent-12in throat -On Approved for use outside HVHZ: Yes Steel EVALREPORT.Ddf Impact Resistant: Yes Verified By: James L. Buckner, P.E. @ C-Buck, Inc. P.E. #31242 Design Pressure: +N/A/-50 Created by Independent Third Party: Yes Other: The required design wind loads shall be determined for Evaluation Reports each project per FBC, 2007, Section 1609. Any rational analysis FL12253 R1 AE 09-145-RidaeVent-12in throat -On shall be prepared by a qualified design professional and in Steel EVALREPORT.Ddf compliance with FBC 2007, Sections 104, 105, 106. The maximum Created by Independent Third Party: Yes fastener spacing listed herein shall not be exceeded. Impact Rating is for the evaluated assembly as described in this report I with no variance or modifications. i 12253.3 Ridge Vent Low Profile Floating Ridge Ventilator ... Ridgel-ine Attached to 16 Ga. Steel Purlins Limits of Use Installation Instructions Approved for use in HVHZ: No FL12253 R1 II 09-145-RidaeVent-Low Profile -On Approved for use outside HVHZ: Yes Steel EVALREPORT.Ddf Impact Resistant: Yes Verified By: James L. Buckner, P.E. @ C-Buck, Inc. P.E. #31242 Design Pressure: +N/A/-103 Created by Independent Third Party: Yes Other: The required design wind loads shall be determined for Evaluation Reports each project per FBC, 2007, Section 1609. Any rational analysis FL12253 R1 AE 09-145- RidaeVent- Low Profile -On shall be prepared by a qualified design professional and in Steel EVALREPORT.Ddf compliance with FBC 2007, Sections 104, 105, 106. The maximum Created by Independent Third Party: Yes i fastener spacing listed herein shall not be exceeded. Impact C Rating is for the evaluated assembly as described in this report with no variance or modifications. m Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 850) 467-1824, Fax (850) 414-8436 2000-2010 The State of Florida. All rights reserved. Privacy Statement i Coovriaht Statement I Accessibility Statement i Plug-in Software I Customer Service Survey i Contact Us Product Approval Accepts: 0 floridabuilding.org/pr/pr_app_dtl.aspx?p... 2/2 CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Evaluation Report Of Metallic Products Ridge Ventilator 9 in. Throat For Florida Product Approval FL 12253.1 R1 Florida Building Code 2007 Per Rule 911-72 Method: 1 - D Category: Roofing Sub - Category: Roofing Accessories that are an Integral Part of the Roofing System Prepared for: Metallic Products 7777 Hollister Road Houston, TX 77040 Prepared by: James L. Buckner, P.E. Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Youry Demosthenes Report No. 09-145-RidgeVent-9-ER Date: 5 / 11 / 09 4 Contents: lira .t I.M. Bucket-r. RE. Evaluation Report Pages 1 — 6 Ro id;-,P E -" U2-4 . CBUCK, Inc. dri 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 12253.1 R1 Date: 5 / 11 / 09 Report No.: 09-145-RidgeVent-9-ER Page 2 of 6 CBUCK Engineering Specialty Structural Engineering Manufacturer: Product Name: Product Category: Metallic Products Ridge Ventilator Roofing CBUCK, Inc. Florida Certificate ofAuthorization # 8064 Product Sub -Category Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: State Product Approval Rule 913-72.070 (1) (d) Product Description: The Metallic Products, 9 in Throat Ridge Ventilators are primarily used on metal roofing systems. These ventilators have an integral damper that open to any degree from fully open to completely closed. Installation can be as individual units or in continuous runs. Ventilator Dimension(s): Length: 10 ft. (Single Unit) Throat Size: 9 in. Support Description: Type: Purlins Material: Steel Thickness: 16 gauge minimum Yield strength: 33 ksi minimum Design of support system is not included in this evaluation) Performance: Wind Resistance Design Uplift Pressure Tested Impact Resistance Standard: Results: 50 PSF ASTM E1886-02 (Large Missile Impact) Pass FL #: FL 12253.1 R1 Date: 5 / 11 / 09 Report No.:, 09-145-RidgeVent-9-ER Page 3 of 6 Specialty Structural Engineering CBUCK, Inc. Florida Cert jicate of Authorization 9 8064 Performance Standards: The product described herein has been tested in accordance with: ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference ASTM E1886-02 —Standard Test Method for Performance of Building Envelope Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials Test Equivalency: ASTM E330-97 is equivalent with the test procedures prescribed in ASTM E330-02 Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2007, Standards ASTM E330 — 02, ASTM El 886— 02. Evaluation Report Scope: This product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code, as related to Rule 9B-72. System Limitations: • Installation shall comply with the design provisions of the FBC 2007, Chapter 16 per Florida Rule 913-72.005. The maximum fastener spacing listed herein shall not be exceeded. Rational analysis for the use of the product outside the limits of use as described in this report shall be prepared by a qualified design professional and in compliance with FBC 2007. Fire Classification is outside the scope of Rule 913-72, and is therefore not included in this evaluation. Additional approved substrates may be added for Fire Classification purposes. This report does not evaluate the use of this product in the High Velocity Hurricane Zone. Specialty Structural Engineering Product Assembly, Components: Installation: Ridge Ventilator: Material: Corrosion: Fastener: Type: Size : Head: Corrosion Resistance FL #: FL 12253.1 RI Date: 5 / 11 / 09 Report No.: 09-145-RidgeVent-9-ER Page 4 of 6 CBUCK, Inc. Florida Certificate of Authorization # 8064 Steel Per FBC Table 1507.4.3(2) Self -Drilling, Screw 12 Minimum, penetration through support 3/4 in. Hex head Per FBC Section 1507.4.4 Attach 9 in. Throat Ridge Ventilator to 16 Ga. steel supports with 12 minimum self -drilling screw, with minimum penetration through support 3/4 in Locate Fasteners along the length of the ridge vent Fastener Spacing: 12 in. o.c. & '6 in. from each end Refer to manufacturer's installation instructions as a supplemental guide for attachment. Quality Assurance: The manufacturer has demonstrated 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 Architectural Testing, Inc. — QA (FBC Organization #: QUA 1844) Referenced Data: 1. ASTM E330-97el Uniform Static Air Pressure Difference Test By: Architectural Testing, Inc. Test Lab FBC Organization #TST ID: 191 0) Report Number: 60793.01.801-44, Dated: 12/14/05 Revision 2: 03/26/09 2. ASTM E1886-02 Impact Test By: Architectural Testing, Inc. — Test Lab FBC Organization #TST ID: 1910) Report Number: 60793.01.801-44, Dated: 12/14/05 Revision 2: 03/26/09 3. Quality Assurance By Architectural Testing, Inc. — QA, (FBC Organization #QUA ID:1844) 4. Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916)' 5. Engineering Analysis By CBUCK Engineering Report #C09-145, Dated: 5/11 /09' FL #: FL 12253.1 R1 Date: 5 / 11 / 09 Report No.: 09-145-RidgeVent-9-ER y $ Page 5 of 6 EnP41neernn, CBUCK, Inc. Florida Certificate of Authorization # 8064 Specialty Structural Engineering Installation Method Metallic Products 9 in. Throat Ridge Ventilator Attached to 16 Ga. Steel Supports 13 in, 141/2 in. Side Section View 12 in. o.c. Typical 6 in. From End Maximum Of Panel Top View Screw Locations FL #: FL 12253.1 R1 Date: 5 / 11 / 09 Report No.: 09-145-RidgeVent-9-ER Page 6 of 6 CBUCK, Inc. Florida Certificate ofAuthorization # 8064 Specialty Structural Engineering Installation Method Metallic Product's 9 in. 'Throat Ridge Ventilator Attached to 16 Ga. Steel Supports mum Self -Drilling Screws Isometric View