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HomeMy WebLinkAboutWindload Drawingsl - 3V-7 - � a e Edward Degennaro ® Plans Examiner o 0 e PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 Virginia Avenue Ft. Picrce. FL 34982-5652 P (7 2) 4 '6'8 WW (•o.St-Iuc e.fl.uS Fax 72 462-2522 lYY GARAGE DOOR SALES, INC. ^ e.'607 Okeechobee Road Ft. Pierce, FL 34947 C-7-7 46,1-0729/335-2388/569-1115 1)ra-WXLCFv-- C:1) bs 35 � Wl Ar Cum h-IC -. Iq akc b/ &A"' Y'- Aj'd 3z.8i 64 � oazG� � .yam, �� ��//��'�►: GARAGE DOOR SALES, INC. 2807 OKEECHOBEE ROAD FORT PIERCE, FL 34947 772 461 0729/335-2388/ fax: 461 8719 August 25, 2006 Ron Peters c:577 2552 Re: New Construction !► `1( CxhqofT 4220 Rose Lane — White City, FL QUOTATION —VALID FOR 6-MONTHS Furnish and Install the following: Permit is not included 1 —12'w x 7'h DS350 Roll -Up Door — Direct Drive Chain Hoisb-.'-40psf 1 —12'w x 14'h DS350 Roll -Up Door -- Reduced Drive Chain Color: White Square Profile: WL#035-0010/0012 — Fla Approval #1, / 42 Design pressures Inside Slide Bolt Panel Style — Brochure and Wind load drawing' ncl Ndo Aluminum Bottom Bar Mount to Masonry Jambs — No Framing Included NOTE: JOB MUST BE LOOKED AT ONCE READY FOR ORDER. Total Price Installed: $3373.00 Payment Terms50% deposit — balance due upon completion of install Delivery Terms: 2-3 week lead from date of deposit and signed quotation This quotation has been accepted by: Please review for accuracy. Sincerely, Garage Door Sales, Inc. THIS QUOTATION HAS BEEN ACCEPTED AS SHOWN ABOVE BY: Signature Print Name: _ Mailing Address: Billing Address:. Date Signed . TM Thy -aid � A L E S B 1 0 m L a L , E , T v I v N KEEPING YOU INFORMED THROUGH FACTORY COMMUNICATIONS Please find attached the revised Wayne -Dalton Rolling Steel drawings. Placement of divider tabs and option codes in your Wayne -Dalton Windload Binder: PE - 5/13/05 Remove and -discard divider tabs and option codes for the DS-350 & DS-75/100; replace it with the new divider tabs & option codes in the same location. Positive Negative Design Design DRAWING MODEL Max Width PSF PSF 701-0542 DS-75, DS-100 701-0543 ROUND UP TO 10' 30.00 y 701-0544 PROFILE 035-0007 DS-75, DS-100 ItP34.00 035-0008 SQUARE UP TO 10' 34.OQA PROFILE 035-0015 DS-350 035-0016 ROUND UP TO 10, 0 37.00 PROFILE 035-0014 DS-350 035-0016 ROUND UP TO 12' 28.00 28.00 PROFILE 035-0013 DS-350 035-0016 ROUND UP TO 16' 28.00 28.00 PROFILE 035-0011 DS-350 SQUARE UP TO 10' 44.00 44.00 03 - 035-0010 DS-350 SQUARE 035-0012 PROFILE UP TO 12' 40.00. 40.00 035-0012 PROFILE UP TO-46' 34.00 34.00 Q � cc U. N _ 0. C7 Lr Z 01 f�a O co 1__ g a- - W a 0`.C4 .LL r - P Garage Door Sales, Inc. Approval e FL�1672 & FL1421 2807 Okeechobee Road Florida A PP Ft. Pierce, FL 34947 461-0729/335-2388/569-1115 *� GARAGE DOOR SALES, INC. 2807 Okeechobee: Road R. Pierce, FL 34947 461-0729/335-2388/569-1115 re WINDLOAD RATING Maximum Width Panel Profile Basic Wind Speed EXR C 10'0 ROUND 0 MPH 130 MPH 160„ 4Designv. 0 MPH 110 MPH 0'0" 140 MPH 0 MPH130 MPH PRESS.iSPEED UUNVEH61ONS PER FLORIDA BLDG. CODE TBL. 1606.2E, TEST- ING PER ASTM E 330 DS-350 doors have State-wide Florida Product Approval for windload protection up to 150 mph and have been third party tested for uniform static: air pressure. DS-350 roll -up doors are available in round or square profiles. The continuous curtains are made from hot -dipped galvanized steel, and then finished with silicone polyester paint for beauty and durability. Heavy-duty 13 gauge guides attach to 8 gauge wall angles to give maximum windload protection. Installation to masonry or steel is quick and simple with no special preparation or overhead tracks needed. Steel slide -bolt assemblies at each bottom corner secure the closed door from inside. For added security, the slide -bolts also accept padlocks. A sliding curtain lock is available for securing the door from outside. DS-350 Windload Roll -Up Steel Doors are available in sizes up to 16' X 16', and come in a variety of standard and special colors. You get the doors you need with timely delivery and attractive pricing. 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UNIFORM STATIC AIR PRESSURE TEST PERFDRMED PER ASTM F '30 2. TENSILE TEST PERFORMED PER ASTM E 8 3. TESTED BY ARCHITECTURAL TESTING, INC. 4. CURTAIN IS .018 MIN STEEL PER ASTM A 6S3, CR.40 �ArMtecturalTesting 5. SEE 035-0012 FOR COMPONENT DETAILS anlpleuoltpiIts Wlth these Beu ts. are WWI TEST REPORT TEST BATE NUMBER RESULTS UNIFORM STATIC t:2 *DENOTES UNTESTED CONFIGURATIONS APPROVED BY COMPARATIVE PART HUMMER WE10T (L0.) Tau WINDLOAD TEST, DS-350. 12' x 8'. SQUARE PROFILE PANEL, REFERENCE 1-40 PSF DESIGN (t60 PSF TEST) MATERUL AS SHOWN AIR PR€SSURE TENSILE IN RY CHECKED P APPVD. BY TOLERANCES (U81ESS DADS OTN£RWISF. SPECIFIED) Kom 12/2003 ' UNEAR .X I .OBO LINEAR .xx 1 .030 VNEAR ,XXX t .010 ( 1 Wo. NA. �en5n E — WREN Ttu ORxi1N,LL RELEASE 15 .50' Nx;N ANGULAR 3 .5o• �°' DlNsl� AS SWUM DOtEMiONS 1N INDIES Wk.. mb..4116 .tutor eaD+rtte ans ,M rorecm a w�.nL SIZE NO. REVISION W NI.t m r.73I's M Dttat. DR TO WA$ WA1y( btt A R1Rtn uPa, w4Mtt1 ryaue;lgw Or rttttao+m �nrasm. s JORAWFW 435-0 010 DIRECT DRIVE CHAIN HOIST OPERATION REDUCED DRIVE CHAIN HOST OPERATI MOTOR OPERATION* 'Q MANUAL OPERATION* OPERATION DETAIL SCALE = NONE STEEL JAMB 05/16-12 x 1 SELFDRILLING SCREW MASONRY JAMB 01 GROUT FILLED BLOCK, 300OPSI MIN GROUT 03/8 x 3 KINGPIN WEDGE ANCHOR / MASONRY JAMB'.j2* CONCRETE, 300OPSI MIN 63/8 x 3 KINGPIN WEDGE ANCHOR JAMB ,DETAIL SCALE = NONE `WEARSTRIP, _12 GRIP 5/I6-1$ x 5 8 THMS 2-375 a .168 MIN STL - e� j -- 1.375t.020 PER ASTM A 653 tD-1272) WEARSTRIP, .40 GRIP R.19� DJ 05/16, FLAT WASH —WALL ANGLE Z05/16-18 FLANGE NUT y�_____� t GUIDE_• ASSEMBLY DETAIL °1 L :0$9 MIN STL PER SCALE = 1:2 Qo ASTM A 653. .--- 175 -- +- �V,�rchttectwatT Tq G—GUIDE DETAIL WALL ANGLE DETAIL To-Auff4 eccvinwiththese&A&Rs. oevlajmamrmm. SCALE = 1:2 _ SCALE -= 1:2 41 0.2 New# Qjr._ m- oge /A R-os Ttcb -S - *DENOTES UNTESTED CONFIGURATIONS APPROVED BY COMPARATIVE ANALYSIS PART NUMOM wEIGAt (CR.) nrtE WINDLOAD TEST. DS-350, SQUARE PROFILE PANEL, REFERENCE COMPONENT DETAILS 1 MATERIAL AS SHOWN REYD, 6Y APPVD. 6Y RELEASE 035-0012 1 SOD - I o 0 1 t i I o 0 A.. qq - 1.62 .19 + I WINDLOCK DETAIL SCALE = FULL Nm: I. UNIFORM STATIC AIR PRESSURE TEST PERFORMED PER ASTM E 330 2_ TENSILE TEST PERFORMED PER ASTM E 8 3. TESTED BY ARCHITECTURAL TESTING. INC. 4, SEE 035-0009, -0010, & -0011 FOR TEST DETAILS TEST DATE ��NllMRER n, RESULTS UNIFORM STATIC AIR PRESSURE TENSILE �.. LAWN By ICNECKC0 BY JAPPVD. 6Y TOLERANCE$ (UNLESS W. DAUS 011HERWISE SPECUIED) I/t5/2043 LINEAR .x 3 ." UINEAR .xx 3 .030 LINEAR .xxx t .010 1 T tt.rL. oabw. N1:N INIS XE - W0' 0MINAL RELEASE Ix M .5t. ANGULAR t .Str a. 2v b AS SHOWN DiNENSWNS IN moir$ pp Owoe oeto LLtttp � Nxt1dM 1110 Le[ m pouym ac Tnwt 92E *"ym ON DRR�AwING N0.(�}'y Lr M •MT Po wtff Y WY4b bR t0 Rxa1N1 Lin ZTw I [ cco NVTMI f' m. Mom,',, M tAgQ lH[ Jp�WIXMC AN9fllIkT. Q L� { W J `VL r a rturiva nuiiuuig �_oue kimine Page 1 of 6 � b "A"A Submit Surcharge Product Approval USER: Public User .4 •�� � �"� :: ems, Stats & Facts Publications FBC Staff B, Product Approval Menu > Product or Application Search > Application List > Applicatih, Detail FL # FL1421-RI Application Type Revision Code Version 2004 Application Status p oved Comments Archived Product Manufacturer Address/Phone/Email ►+?��A Authorized Signature WO A�l 4 Technical Representative wh Address/Phone/Email &mo Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Wayne -Dalton Corp. 3395 Addison Drive Pensacola, FL 32514 (850) 474-9890 wfrederick@wayne-dalton.com Gordon Thomas gthomas9l@aol.com Dave Monsour 14512 Lincoln Way St. E Dalton, OH 44618 dmonsour@wayne-dalton.com Exterior Doors Roll -Up Exterior Door Assemblies Test Report Architectural Testing, Inc PFS Corporation http://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOS Cenhwi zhG... 9/8/2006 rlUllua J:3WWII% %-UUC VI11111C Yage 1 of 6 Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Gordon Thomas, P.E. Standard ASTM E-330 TAS 201 Sections from the Code FBC 1609 FBC 1714.5.3 Product Approval Method- Method 1 ptio . Date Submitted Olt/2005 Date Validated 12005 Date Pending FBC Approval 10/05/2005 Date Approved 11/08/2005 Summary of Products FL # -�1mo Number or Name IlDesc 111111421.1 IIDS 350 Round II Limits of Use (See Other) Approved for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Round panel profile, 10 ft w,+/- 37 psf design pressure. Steel and grote filled concrete block mounting. Not for use in HVHZ. Installation Instruction PTID 1421 R1 I 101-0C PTID 1421 R1 I 101-01 PTID 1421 R1 I Service Verified By: Test Reports PTID 1421 R1 T ATI 01 PTID 1421 R1 T ATI 0_1 PTID 1421 R1 T ATI 01 PTID 1421 R1 T ATI 01 PTID 1421 R1 T ATI 01 PTID 1421 R1 T_ATI 01 PTID 1421 R1 T_A_TI 01 PTID 1421 R1 T ATI 01 PTID 1421 R1 T ATI 01 PTID PTID 1421 142,1 R1 R1 T T ATI 01 ATI 01 PTID 1421 R1 T ATI PTID 1421 R1 T _01 ATI 01 http://floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquDEJErtOSCenh,Aj zhG... 9/8/2006 rwaua -Dunuing uoae unane Page 3 of 6 1421.2 JI:DS 350. Round Limits of Use (See Other) Approved: for use in HVHZ: Approved' for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Round panel profile, 12 ft w, +/- 28 psf iesign pressure. Steel and grote filled concrete Mock mounting. Not for use, in HVHZ. 1421.3 . JJD8 350 Round Limits of Use (See Other) Approved=for use in HVHZ: . Approved for use outside H : Impact Resistant: 190 Design Pressure: +/- Othem Round panel profile, ft w, +/- 28 psf iesign. pressure. Steel and grote filled concrete dock mouting. Not for Use -in HVHZ. 421.4 1113S 350 Scuuare Limits of Use (See Other) Approved for use in- HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- Other: Square panel profile, .10 ft w, +/- 44 psf Design pressure. Steel and grote filled masonry 'noutit. Notfor use in HVHZ. 1421.5 DS 350 Square PTID 1421 R1 T ATI 1E PTID 1421 R1 T COI - PTID 1421 R1 T HET LE Verified By: rest Reports iallation Instruction rified By: ;t Reports Installation Instruction Verified By: rest Reports Limits of Use (See Other) Installation Instruction Approved:lor use in HVHZ: Verified By; Approved, for use.outside HVHZ: Test Reports .I.mpact Resistant: D.esigni Pressure: +/- Other: Square panel profile, 12 ft w, +/-40 psf design pressure. Steel and grote fill concrete block mounting. Not for use in'HVHZ. 1421.6 11DS 350 Sauare Limits of Use (See Other) Approved -for use in HVHZ: Approved for use outside HVHZ: Impact Resistant: Design Pressure: +/- O:ther.-: Square panel profile, 16 ft w, +/-34 psf Installation Instruction Verified By: Test Reports http://floridabuilding.org/pr/pr app_dtl.aspx?paranl=vGEVXQwtDauDEJErtOSCenhv.ri7hCT_.. q/R/,?nn6 r 1 AV1A%2pt-<-v"$R-1,.l.L,[=Cj ik4 ,I s f ':"f i > �: -� 'y F �,r f 1 k Fage 4 of 6 .tt ) i L A L !lY �, 4 i 1. ... t ., P .. - T 2' �. x Y f 1 t .y _ ... ^ 1 - f :x /* - t G Si r, 4K e , ,, .r ,�s L %S' I 9 re r4 I. i ,- '� , -- r ,' g Yt r" 4 c s c rr r s r; e t arkd' r# e ti ed` eaRc t� boot ` ��=�afot;y�s f ' 4 - _... * If... > t .-L 11 - -, lA -, - `` , �N It s-vY'*�;",� '* �. �tr"1 i" � ,� a .y�.'`yra K r �., '� - L :, n r-k i s,I.: ,j d. / .t - - 'S, -a._,4.i - t 1 F ` tr ..�$'.t^ . " k 1 z? y, 3s 2.. - rrl t x r' .� y . e, i �,`�tyri�`? �fl•- a' ..s` �piaa�I.'G ems. 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HVHZ. 1421.12 Series 800 Service Door Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: j Design Pressure: +/- 1 Other: 800 Series Service Door: Flat or insulated slat, 16 ft w, +/-37 psf design pressure. Steel and grote filled concrete block mounting. HVHZ. 1421.13 Series 800 Service Door I Limits of Use (See Other) - Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Impact Resistant: Test Reports Design Pressure: +/- Other: 800 Series Service Door: Flat or i insulated slat, 16 ft w, +/- 47 psf design '{ I pressure. Steel and grote filled concrete block mounting. HVHZ. 1421.14 Series 800S,ei tcea Dor Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: Design Pressure: +/- Other: 800 Series Service Door: Flat or insulated slat, 22 ft w, +/- 37 psf design pressure. Steel and grote filled concrete block mounting. HVHZ. 1421.15 Series 800 Service Door Limits of Use (See Other) Installation Instruction Approved for use in HVHZ: Verified By: Approved for use outside HVHZ: Test Reports Impact Resistant: Design Pressure: +/- Other: 800 Series Service Door: Flat or insulated slat, 22 ft w, +/- 56 psf design i pressure. Steel and grote filled concrete block mounting. HVHZ. �............_._...._........__........................_...._........_....._...... ..... _............. ............. _ Back hex http://floridabuilding.org/pr/pr_app dtl.aspx?par un=wGEVXOwtDouDFJF.rtORC..PnhWi7h0, 4�Q;�nnti