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HomeMy WebLinkAboutSUBMITTED PAPERSti DATE: j RECEIPT: I PERMIT 14ioi-iEER: PLANNING & DEVELOPMENT SERVICES DEPARTMENT NBUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue C B�NE� a Fort Pierce, FL 34982 w (772) 462-1553 St. Lucie count APPLICATION FOR REPLACEMENT OF Y WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: ^\`—J ��C&Z R6 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: --vif7-ar cx�jT C`�a OCN _ k K� --/- 1-QL �-o\` L 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER ✓ 5. OWNE�INF�^�TION Name: Qr— Cora Address: of \ QC& 1CC-Cr1Ge C,hC�.�\ PA City: �O(-'(�� 145 State: C- Zip: �%Ci03 Phone: Email: 6. CONTRACTOR'S INFORMATION FL Reg/Cert #: SW� 10Z) County Cert #: «CxDn D �-%% g'q 1 C Business Name: JJ � Phone Number: "TCoo , L0a0 Email: COMPONENT ID. PRODUCT DESIGN PRESSURE PRODUCT APPROVAL # WINDOWS SKYLIGHTS SLIDING GLASS DOOR SWING DOOR MULLIONS OVERHEAD GARAGE DOOR I - r toI LAt,0 H Attach 2 copies.of the Product Approval/ with details to the product being used.. VALUE OF CONSTRUCTION: $ ���FEES DUE: OWNER'S AFFIDAvrr: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. PRINT OWNER OR CONTRACTOR/QUALIFIER`NA'M-E SIGNATURE OF OWNER OR CONTRACTOR/QUALIFIER STATE OF FLORIDA, COUNTY OF CA ACKNOWLEDGED BEFORE ME THIS DAY OF �, 20 1 �'BY \L) XZ� r WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED m AS IDENTIFICATION. _ _ `�V. a A -�\ �c C1�1��. TIFFANY A. LEE SIGNATU NOTARY TYPE OR PRINT NAME O NOTARY ,� MY COMMISSION # * EXPIRES: April 26,2014 2014 TITLE: NOTARY PUBLIC COMMISSION NUMBER �f9lFOF Flo�`�Q Bonded Thru Budget Notary Services 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 WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Property Appraiser - St.Lucie County, FL _ Page 1 of 1 PROPERTY RECORD CARD Prestige Corp HQ -Fort Pierce Record: 1 of 1 <eprev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification Site Address: SELVITZ RD ParcellD: 2432-222-0002-000-9 G Secffown/Range: 32 :35S :40E Account* 32988 y Map ID: 24/32N Use Type: WRHSNG DIST t: Zoning: IH City/Cnty: Saint Lucie CountyF Ownership and Mailing Legal Description Owner: Prestige Corp HQ -Fort Pierce 32 35 40 N 200 FT OF W 343.65 FTOF NW 1/4 LYG E OF SELVITZ Address: 21000 Torrence Chapel Rd Ste 100 RD (1.02 AC) (OR 1904-803) Cornelius NC 28031-6874 Sales Information Assessment 2013 Total Land and Building Date Price Code Deed Book/Page 2013 Final: 175700 Land Value: 111100 Acres: 1.02 2/17/2004 250000 01 WD 1904 / 0803 Assessed: 175700 Building Value: 64600 1/1/1900 0 / Ag.Credit: 0 Finished Area: 2400 SgFt Exempt: Taxable: Taxes: 3558.32 BUILDING INFORMATION Exterior Features View: RoofCover: SM - Sheet Metal RoofStruct: TR - Steel Rigid ExtType: INDW - INDUS- WRHSE YearBit: 1983 Frame: - Grade: Y C - Commer C EffYrBlt: 1983 PrimeWall: CM - Corr Metal StoryHght: 0010 -1 Story No.Units: 1 SecWall: - Interior Features BedRooms: 0 Electric: MX - MAXIMUM PrmintWall: NI - NONE INDUST FullBath: 0 HeatType: AvgHt/Fl: 1/213ath: 0 HeatFuel: - Prm.Flors: CG - CONC GRD %A/C: 0 %Heated: 0 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S Qty. Units Qual. Cond. YrBlt. No. Use Type Type Measure Depth CNC2 - CONCRETE LOW Y 1 1600 AV AV 1983 1 4800-WRHSNG DIST 355 -Sq Feet 44431.19922 FEN6 - CHAINLINK 6' Y 1 840 AV AV 1983 BARB - BARB WIRE Y 1 840 AV AV 1983 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. http://www.pasle.org/pasle/pre.asp?prclid=243222200020009 3/7/2014 FILE COP� BRACKET ATTACHMENT CONCRETE/FILLED BLOCK, POWERS WEDGE -BOLT. 3/8 X 1-3/4' LONG STEEL, NEX BOLT, GR5, 3/e-16 X 1-1/4' LONG H P¢IZIINTAL ADRODM VERTICAL i:• � PEADRPRBI SIDE VIEW 20'-0' MAX WALL OPENING HEIGHT (CLEAR OPENING) �ti'` VA. '�i� o.7768 STAFF 4F (()FOR PUSH-UP OPERATION, 5-7/8' •■i'� ��,{,I• Ri ��A.. - FOR HAND CHAIN OPERATION 6-BIV • p�LAD M �IItQUIRED _ .pie x .750- — DRAWIN FUR n�ien,RriC �ERATIOW 7-3/p' J� .l,�sQ•I•/•A N /H K) A GUIDE A 1.125 R1.632 COMMERCIAL VINDLOCK 90' .250 --� .100 —■• .570 .115 I (11 GA) 90' 3.036 — MATERIAL, G60 ASTM A653 STRUCTURAL STEEL, GRADE 50, CLASS 1 - 2X R,109 SEE SHEET 2 FOR NOTES .697 105 UR C L ..,...•.... ... __ __ __ B .ADD GUIDE OPTION 3 a-13-04 90 (STEELisDD C NOTE REVISION 6-17-09 ROUND END SLOT D ADDED 'I- BRACKET OPTION 1-20-]2 90' 9H4 OR NONE WHEN PLUG WELDED 2X R109 �- (STEEL) ' ALL COMPONENTS SMALL BE ASTM A653 STEEL V/MIN ' WINDBAR FY=33 KSI GALVANIZED PER ASTM A653 G-9D 1,501 1.000 •�— L500 .105 T_ 2.0+00 2' _ L L145 p' �-- 3.000 --� GUIDE CONCRETEIF(LLED BLOCK (X p 126¢C.LMAXWELD JAMBS USING 3/e'.X /' POWERS WEDGE -BOLT 1 H/<�IBfI)±��L SLOT 4 nnT '�p 512'G•O.C. MAX e 12' ¢C. MAX 2 2' p' SEOVERALL E OPTION ) I. OV DETAIL A �• I p• - 1 SY16• HOLE OPTION 2 p 12' O.C. MAX STEEL JAMBS UsTNE'i7iTA t• e $CLF-ORII LING SCTEV'/. X 1/Q 20' a 121lUONTALSLOT 2, . R3, � GGG TY9OP 3j' STEEL 53TDI BAR ASTM A653 V/MIN. OPTION 3 R•33 KSI 59 r SLIDE LOCK Ia'TIO AL AT EACH END, l2 GA LNG I GUIDE MOUNTING DETAIL UP1 t LARGE MOUNTING, V fiAL HORIZONTAL DOM HEADROOM IT 19' OVER 8 -0' THRU 19' 21' III`& DVER IO'-0' THRU 20' 22' la'-0• OVER 14'-0' THRU 21, 23' 16'-0• OVER 16'-0' 1HRN 22' 24• IB'-0• DYER THOU 23' 25' IDE NCRETE/FILLED OCK JAMBS AIL A PLATE CURTAIN PANEL DE� (INSTALL ON BOTH JAMBS FOR BRACKET ATTACHMENT TO STEEL JAMBS OF METAL BUILDINGS) ASTM A653 GR HO ZINC COATED STEEL l - PRE -PAINTED WITH FULL COAT OF PRIMER AND BAKED SILICONIZED POLYESTER FINISH COAT 1 26 GA .CURTAIN DETAIL 'THESE CONFIDENTIAL DOCUMENTS SUBMITTED BY JANUS CONTAIN INFORMATION Or A PROPRIETARY NATURE AND MAY NOT BE REPRODUCED OR USED TO MANUFACTURE ANYTHING IN PART DR IN WHOLE FOR ANY PURPOSE OTHER THAN THAT WHICH IS NECESSARY FOR PREPARATION DF BIDS OF ENGINEERING WITHOUT THE EXPRESS PERMISSION Or JANUS WHICH PAY RECALL DOCUMENTS AT ANT TIME. - UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES ARE, DECIMAL FRACTIONS ANGLES HOLE DIAMETERS XX 1:,03 t 1/16 t 0' 30' UNDER .251 ±003 .00 .XXx t,005 -6 .251 to .500 -.00 OVER .500 '_;uoa JBUE IZO LOCATETIRO. BOLT WITH :KING MIT D AT.EACH MIDDLE O D AND F ANGLE. 'ERMEDIATE SINGLE BOLT :Arco 12• MAX C.C. STEP PLATE (AT EACH END) rXJew UZI MASER, JANUS INTERNATIONAL CORPORATION 134 JANUS INTERNATIONAL BLVDTEMPLE, GA 30179 770-562-28501Fax 770562-2264 © 2012 Janus International Corporation All Rights Reserved RTRIAL, - PLIED nMISH OT OF MEASURE, CERTIFIED WIND LOAD RATED 26 GA SERIES 3100 DOOR ASSEMBLY MAX, SIZE 12'-0' X 20'-0' APPROVALS DATE BECKY NELSON 1-31-03 [CKEd DON MILLS' 1-31-03 SIZE IN DRAWING NUN"PE T 10 0 4 PROVED. DONMILLS 1-31-03 SCALE. NONE sEEr 1 2 STEC, JAMBS E[LHSSG1UIDE MOUNT SHDVN - 4 1/4- —+Imo-5m. vi MI -- 4 1/4' TNICKN SS 43.44E �SELF-DRILLING 88a a 12. D.C. MAX CURTAIN 2' VINDLOCKS ATTACH 3 RIVETS -ZINC VINDLOCK a EVERY OTHER CORRUGATION OPTION I OPTION 3 `%%- r -•r� fd®. 7768 STATE OF REVISIONS —4 1/4• ��yyAA D JA _ DESCRIPTION DATE AP PRN (S44B)--- •��� Wry' •���• t1� e`�DRAWING RELEASE 1-31-03 DM EKISTING CONCRETE If ���•��� GUIDE ATTACH AT TOE 11-13-03 DM Wt FILLED BLOCK JAMBADD GUIDE OPTION 3 4-13-04 DM .���i� NOT REVISION 6-17-09 CS EXISTING ST[[L ,ADDED 'T' BRACKET OPTION 1-20-12 CS / NAL JAMBTHI4 GA MIN 4 I/4• -- EXMI.. STEEL 1'OVERS VERGE -BOLT MESS I�--(3.4{8)�� JA7HICKHESS IN 3/8'- X IN a 12' O.C. NA% ,��`, �� . II V/MIN, EMBEDMENT OF T+ 3-1/2' IN BASE MATERIAL: DOOR MOUNTING BRACKET DETAIL SELF -DRILLING —`ELF-DRILLING SCREW � CusTRE: rDCKT[ SCREW C.C.MAX k I' 1/4-I4 X 1' 2 12. G.C. MAX A• '. ( 12. C. TI2T' Al//l (SO III LOCATIONS) WINDLOCKS ATTACH `WINDLOCKS ATTACH WIN LOCKS KITH 2 EACH 3/16'4 3/e• VRH 2 EACH 3/16'P WITH 2 EACH )NETS -ZINC COATED RIVETS -ZINC COATED RIVETS -ZINC EITHER OPENING WIDTH VIN.EEK a EVERY OTHER 4 1/2' y CORRUGATION CURTAIN SHEET WIDTH . 4' OPTION 2 Vy •20 (PLF) Vy .217 (PLF) t a +d V. .1011 (PLF) Vx .1011 (PLF) Vx -1182 (PLF) CURTAIN Vx -1182 (PLF) CURTAIN Vy -247 (PLF) Vy -247 (PLF) OPTION I OPTION 3 Vy 1217 (PLF) Vy .217 Vx .1011 (PLF) Vx -1182 (PLF) CURTAIN Vy -247 (PLr) OPTION 2 S P RIMPO D DAD DIAGRAM GENERAL NOTES 1. THIS ROLL -UP DOOR SYSTEM IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE. THE'REGUORE➢ DESIGN WIND PRESSURES FORA DOOR IN ANY PARTICULAR BUILDING SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 1609OF THE FBC. IN CODE JURUSDICTIOIS OUTSIDE OF FLORIDA, REQUIRED DESIGN WIND PRESSURES MAY BE DETERMINED IN ACCORDANCE WITH SECTION 2609 13F THE -IBC OR WITH THE LOCAL BUILDING CODE IN EFFECT FOR FOR THE SPECIFIC LOCATION 2. THIS ROLL -UP .DOOR HAS BEEN SUCCESSFULLY TESTED ACCORDING TO THE UNIFORM STATIC AIR PRESSURE TEST PER ASTM'E330 AND ANSI/➢ASMA 108 TO SAFELY RESIST A POSITIVE AND NEGATIVE WIND LOAD AS NOTED BELOW. A TEST LOAD OF IS X DESIGN LOAD HAS BEEN USED. DESIGN LOAD . +36.0 PSF -41.0 3. WIND LOADS FOR BUILDING OPENINGS SMALL BE DETERMINED BY A PROFESSIONAL ENGINEER USING APPROPRIATE' WIND SPEED AND DESIGN CRITERIA. THIS DOOR MAY BE USED WHERE THE DESIGN LOAD MEETS OR EXCEEDS THE DESIGN LOAD FOR THE BUILDING OPENING 4. SUPERIMPOSED LOADS ON THE JAMBS FROM THIS DOOR ARE DESIGNED AS V. AND Vy HEREIN. CONTRACTORS SHALL HAVE BUILDING ENGINEER VERIFY ADEQUACY OF BUILDING STRUCTURETO RESIST SUPERIMPOSED LOADS Vx, Vy, 5. ALL WELDING SHALL BE PERFORMED BY QUALIFIED WELDERS IN ACCORDANCE WITH AW.S. SPECIFICATIONS, LATEST EDITION ALL WELDING ELECTRODES -SHALL CONFORM. TO A,V.S. ASI GRADE E-70. 6. DOORS SHALL BE PROVIDED WITH .LOCK MECHANISMS AT THE OPTION OF THE OVNER, 7. ALL DOLTS AND WASHERS SHALL BE: GALVANIZED OR STAINLESS STEEL WITH A.MINIMUM TENSILE STRENGTH OF 60 KSL B. DESIGN BASED ITN CERTIFIED TESTING LABORATORIES, INC., TEST REPORTS NO. CTLA-1024V-I FUR THROUGH GUIDE ATTACHMENT TO JAMS AND NE CTLA-1194W-1 FOR TOE OF GUIDE ATTACHMENT TO JAMB. CONCRETE/FILLED BLOCK JAMBS RM GUIDE MOUNT SHOWN M1011 (PLF) -1182 (PLF) �Vy -241 (PLF) CONCRETC/rILLED. BLOCK JAMBS PH GUIDE MOUNT SHOWN 9. ANCHORNOTES, A. EMBEDMENT LENGTH DOES NOT INCLUDE STUCCO FINISH B. FOR HOLLOW MASONRY. FILL ALL CELLS B ANCHOR WITH 2500 PSI GROUT. C, ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 10. DOOR OPERATION TYPE TO BE PUSH-UP. HAND CHAIN DR ELECTRIC, 11. GUIDE TO JAMB ATTACHMENT FASTENERS BEGIN 4' FROM FLOOR AND END 4' BELOW THE TOP OF WALL OPENING. 1a. TEST DOOR WALL OPENING SIZE. 12'-0' x B'-O', THESE CONFIDENTIAL DOCUMENTS SUBMITTED BY JANUS CONTAIN INFORMATION O' A PROPRIETARY NATURE PART NUMSER, AND HAY NOT BE REPRODUCED OR USED TO MANUrACTURE ANYTHING IN PART OR IN WMOLE FOt ANY PURPOSE OTHER THANTHATWHICH IS NECESSARY FOR PREPARATION OF BIDS OF ENGINEERING VITH13UT MAT_ THE EXPRESS PERMISSION OF JANUS WHICH MAY RECALL DOCUMENTS AT ANY TIME. SAE[ W¢V V YMRT2 Y PDVERS VCDGE-BOLTS Vl rvr Mel WEOIENr IN LTNCREI. to THtEE 3/W STM 71"' •R13 UDO MIN HIV STCCL IF[k)STMG IS Kl%M.R, FILL ML W/21M PSI —. E%TSTIAG L'OCRETE TxmOr 3T PDWO42 -. SILO VfiV K )DNS. MU MENT [WCREN OP THREE LB' STEEL 11RU ,%11 1IT0 MIN I/B' SIE[L. 6 L%1511NG u MIKONRY ' PILL CULL V/ESN PSI Fim1Y. JANUS INTERNATIONAL CORPORATION 134 JANUS INTERNATIONAL BLVD TEMPLE, GA 30179 770-562-2850/Fax 770-562-2264 Q 2012 Janus International Corporation All Rights Reserved UNLESS OTHERWISE SPECIFIED DIMENSIONS ARE IN INCHES AND TOLERANCES LIMITOF MEASURE, ARE! CERTIFIED WIND LOAD RATED DECIMAL FRACTIONS ANGLES HOLE DIAMETERS OV APPROVALS DATE 26 GA SERIES 3100 DOUR ASSEMBLY XX tA3 t 1/16 t 0° 30' +.004 UNDER .251 -.003 °R"W" BECKY NELSON 1-31-03 MAX. SIZE 12'-0' X 20'-0' .XXX t,005 +.006 2s1 to .soo 003 CRCCKEN suE AW DRING NUMBEk T i 004 IT ..Cos DON MILLS 1-31-03 B OVER .500 _,003 APPROVEa " SEcr, °F DON MILLS 1-31-03 NONE 2 2 O Florida Building Code Online Page 1 of 3 � S S Fly? 'da t 3Cpa wj" a x* BCIS Home Log In j User Registration HotTopics Submit Surcharge Slats & Facts i Publications FBC Staff BCIS Site Map Links ( Search Business Profess t�� a Product Approval USER: Public User Regulation Prodgr• A^pmnvCl Meru > Product or Annlication Search > Annlication List > Application Detail FL # FL12765-R2 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Janus International Corporation Address/Phone/Email 134 East Luke Road Temple, GA 30179 (770) 562-2850 Ext360 curts@janusinti.com Authorized Signature Curtis Schroeder curts@janusinti.com Technical Representative Curtis L. Schroeder Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext360 curts@janusintl.com Quality Assurance Representative Jake Lyons Address/Phone/Email 134 Janus International Blvd. Temple, GA 30179 (770) 562-2850 Ext304 jakel@janusintl.com Category Exterior Doors Subcategory Roll -Up Exterior Door Assemblies 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 Joseph H. Dixon, Jr Evaluation Report Florida License PE-7768 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 05/22/2015 Validated By Gordon Thomas, P.E. Validation Checklist - Hardcopy, Received Certificate of Independence FLA2765 R2 COI 29018 cert of fi. ind Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ASTM E330 2002 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsmFBcODh9XI 1... 3/7/2014 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 12/07/2012 Date Validated 12/10/2012 Date Pending FBC Approval 12/20/2012 Date Approved 02/04/2013 Summary of Products FL # Model, Number or Name Description ' 12765.1 ISeries 1100 Series 1100 - 26 Gauge Door Assebmly Max Size: 8'-B" x 14'-0" j Limits of Use Installation Instructions Approved for use in HVHZ: No F1,12765 R2 IT 2.9018 Dwa T101.2 Rev A.pdf Approved for use outside HVHZ: Yes 'L 127 -S R2 II 29018 install 750 1100.ndf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +24.4/-27 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports EW2-_735 R2 AE ER-09-0008-R odf Created by Independent Third Party: Yes 12765.2 Series 1100 Series 1100 - 26 Gauge Door Assembly Max Size: 10'-0" x 14'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No - -' 2765 .92. TI 29018 Dwo T1013 Rev A.odf Approved for use outside HVHZ: Yes FIA.2765 R2 TI 2901.8 install 750 11.00.pdf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R2 AE F.R-09-0008-R.odf -- Created by Independent Third Party: Yes i -27,6512 Seriesr3100T:_ _ Series 3100 - 26 Gauge Door Assembly Max Size: 12'-0" x 20'-0" Lrimi o('Use'�- '— -'- Installation Instructions Approved for use In HVHZ: No FL12765 R2 TI 29018 Dwa T1004 Rev D.odf Approved for use outside HVHZ: Yes &12]55 :i. 7. TI 2 2 8 -n tall 3jj0_pLtf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +36/-41 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL.12765 R2 AE ER-09-0007-R.odf Created by Independent Third Party: Yes 12765.4 Series 3100 Series 3100 - 26 Gauge Door Assembly Max Size: 20'-0" x 20'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No E-LL2765 1 20018 in. tali 3�.Q . 1�1f Approved for use outside HVHZ: Yes FL.? 2765 R2�I1 32041 FL T1005-F 0002.odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +35/-38 Created by Independent Third Party: No Other: +35/-38 psf at 16'-0" wide. Varying loads are shown for widths Evaluation Reports 15'-0" to 20'-0". Not for use in High Velocity Hurricane Zones FI.1;i7¢S Ri A - 7041 FR-G9-Q-Q2z_R '!�'S??.12-P-2U_Rff Created by Independent Third Party: Yes i 12765.5 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 3'-0" x 12'-0" j Limits.of Use Installation Instructions Approved for use In HVHZ: No FI.1.2765 R2 TI 2901.8 Dwo T1000 Rev B.odf Approved for use outside HVHZ: Yes FL12765 R2 IT 29018 install 750 1100.odP Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +35/-45 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL12765 R2 AE ER-09-0007-R.odf Created by Independent Third Party: Yes 12765.6 Series 750 Series 750 - 26 Gauge Door Assembly Max Size: 6'-0" x12'-0" Limits of Use Installation Instructions Approved for use In HVHZ: No._7]Si�, it7. TI 290.1$J,)y,{n'fY001 Rev B.odj Approved for use outside HVHZ: Yes FIA 7765 R7. TI 2901.8 install 750 11.00.odf Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 . Design Pressure: +19.9/-24.4 Created by independent Third Party: No Other: Design pressures listed is at test width of 6'-0". For pressures Evaluation Reports versus widths, see Table 1, Page 4 of evaluation report. Not for use in EL177eZ5 37 4F EL-92i 0gz.B3-glit High Velocity Hurricane Zones. I Created by Independent Third Party: Yes 12765.7 Series 750 Series 750 - 26 Gauge Door Assembly Max SIze:8'-8" x 12'-0" Limits of Use Installation Instructions III, Approved for use In HVHZ: No FL!2765 R2 II 2901E Dwa T1002 Rev B.odf Approved for use outside HVHZ: Yes FL12765 R2 II 29018 install 750 1100.odf j Impact Resistant: No _ Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +24.4/-27.0 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports FL1277665 R2 AE ER-09-0007-11.odf Created by Independent Third Party: Yes 12765.8 ISeries 750 Series 750 - 26 Gauge Door Assembly Max Size: 10'-0" x 12'-0" � Limits of Use Installation Instructions Approved for use in HVHZ: No Ft.12765 R2 IT 29018 Dwa'?'1003 Rev B.ndP Approved for use outside HVHZ: Yes Et,j2765 R2 IT 29018 Install 750 3, 00 Ddj• Impact Resistant: No Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +19.4/-22.7 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports F'L7.2765 R2 AE ER-09-0007-11,0f Created by Independent Third Party: Yes 12765.9 ISeries 850-5 Series 850-5, 26 Gauge Door Assembly Max Size: 8'-B" x 12'-0" Limits of Use Installation Instructions Approved for use in HVHZ: No F..127fjS Z_j 9„Sj,,jF Dye TS B QIL R,nd Approved for use outside HVHZ: Yes FI.1.2765 R2 TI 2901.8 install $50,Ddf Impact Resistant: Yes Verified By: Joseph H. Dixon, Jr. 7768 Design Pressure: +46/-54 Created by Independent Third Party: No Other: Not for use in High Velocity Hurricane Zones Evaluation Reports http://www.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsmFBeODh9XI l ... 3/7/2014 GARAGE DOOR DESIGN PRESSURES TABLE 1609.3.1 WIND SPEED CONVERSIONS Vuit 100 110 120 130 1 140 1 150 16160 1 170 180 190 200 V.d 78 85 93 101 1 108 1 116 It 124 1 132 139 147 155 For SI: 1 mile per hour = 0.447 m/s a. Linear interpolation is permuted. b. V.,d= nominal design wind speed. c. V d,= ultimate design wind speed determined from Figures 1609A, 1609B, or 1609C. TABLE 1609.7(1), GARAGE DOOR AND ROLLING DOOR WIND LOADS FOR A BUILDING WITH A MEAN ROOF HEIGHT OF 30 FEET LOCATED IN EXPOSURE B (psf) EFFECTIVE WIND AREA V„d determined in accordance with Section 1609.3.1 (ft) Height (ft) 85 90 100 -[---Width 110 120 130 140 150 Roof Angle 0 -10 degrees 8 8 1 10.5 -11.9 1 11.7 1 -13.3 1 14.5 1 -16.4_1 17.5 1 -19.9 1 20.9 1 -23.6 1 24.5 1 -27.7 1 28.4 -32.2 32.6 1 -36.9 10 10 10.1 -11.4 11.4 142.7 1 14.0 1 -15.7 1 17.0 -19.0 20.2 -22.7 1 23.7 -26.6 1 27.5 -30.8 31.6 -35A 14 14 10.0 1 -10.7 10.8 1 -12.0 1 13.3 1 -14.8 1 16.1 -17.9 19.2 -21.4 22.5 -25.1 26.1 -29.1 30.0 -33.4 Roof Angle > 10 9 1 7 1 11.4 -12.9 1 12.8 1 -14.5 1 15.8 -17.9 1 19.1 1 -21.6 22.8 1 -25.8 26.7 1 -30.2 1 31.0 -35.1 1 35.6 1 -40.2 16 1 7 1 10.9 1 -12.2 1 12.3 1 -13.7 1 15.2 1 -16.9 1 18.3 1 -20.4 1 21.8 1 -24.3 25.6 1 -28.5 1 29.7 -33.1 1 34.1 -38.0 For SI: I Square foot = 0.929 in', 1 mph = 0.447 m/s, 1 psf = 47.88 N/mZ 1. For effective areas or wind speeds between those given above the load may be.interpolated, otherwise use the load associated with the lower effective area. 2. Table values shall be adjusted for height and exposure by multiplying by adjustment coefficients in Table 1609.7(2).rJ' , i �� �C� • �� 3. Plus and minus signs signify pressures acting toward and away from the building surfaces. Ifs 4. Negative pressures assume door has 2 feet of width in buildings end zone. • X i =A TABLE 1609.7(2) ADJUSTMENT FACTOR FOR BUILDING HEIGHT AND EXPOSURE, (2) MEAN ROOF HEIGHT (feet) EXPOSURE B D 15 1.00 1.21 1.47 20 1.00 1.29 1.55 25 1.00 1.35 1.61 30 1.00 1.40 1.66 35 1.05 1.45 1.70 40 1.09 1.49 1.74 45 1.12 1.53 1.78 50 1.16 1.56 1.81 55 1.19 1.59 1.84 60 1.22 1.62 1.87 For SI: 1 foot = 304..8 mm. a. All table values shall be adjusted for other exposures and heights by multiplying by the above coefficients. R612.8.5 Garage door labeling. Garage doors shall be labeled with a permanent label provided by the manufacturer. The label shall identify the manufacturer, the garage door model/series number, the positive and negative design pressure rating, indicate impact rated if applicable, the installation instruction drawing reference number, the Florida Product Approval or Miami -Dade Product Approval number if applicable, and the applicable test standards. The required garage door components for an approved garage door assembly may be indicated using a checklist format on the 'label. If a checklist format is used on the label, the installer or manufacturer shall mark the section components on the checklist that are required to assemble an approved garage door system. The installation instructions shall be provided and available on the job site. Rev. 4/12/12