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Home My WebLink AboutSUBMITTED PAPERSDATE: /Z /!P /D 1 PERMIT NUMBER`r1` C� PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue , SCANNED Fort Pierce, FL 34982 SV (772) 462-1553 St. Lucie County APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: ��D,� GtL %�>�fT RED 2. PARCEL ID NUMBER: 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: k e0A�G1efhy,,+ mc, 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION 6. CONTRACTOR'S INFORMATION Name: �`%l! /BLS �!7%G� E 6 y oy �e FL Reg/Cert #: 5-1 p`% S — Address: 1'� �.OiaaG S% County Cert #:�v�—/ City: /�/1CC� State: Business Name: Zip: 3zi Y9 z Phone• Phone Number. -- Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 120 mph 30 mph 40 mph Design Pressure Product } 5(p. 7 Manufacture Model # 69 -VWo Method of Attachment # Florida Product Approval # — D . b 3 Windows & Skylights Exposure B Exposure C Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 (2) B- Size C- Size 7. VALUE OF CONSTRUCTION: $ 2000, a0 FEES DUE: RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information contained in this a on is con and that all work will be done in compliance with all applicable laws regulating co ctio and zon' g PRINT Q ALIFIERSIOWNERS AME 713RE OVAJALIFIEFJOWNER STATE OF FLORIDA, COUNTY OF 1. ` ACKNOwLEDaw BEFORE NE THIS L— DAY OF 20J,Q BYQWaUjZ Ph.LIUKwHoismsoNALLY KNOWN TO ME OR WHO HAS PRODUCID IFICA ON. I "LW ajUmb V SI ATURE OF 7 TYPE ORTRINT NAME OF NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER WAD) q9) WyP NotaryPublic State of Florida NOTICE TO OWNER: YOUR FAILUR1EWlD¢® OF COMMENCEMENT MAY RESULT IN YOUR PAYING * My Commission DD761722 Pam'' Expires 02/24/2012 ST. LUCIE COUNTY Vinyl Siding 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 [] Attach2 copies of the NOA or Florida approval with details to the product being used. INSTRUCTIONS Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in. addition to the replacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: ............................................. 2. PARCEL ID NUMBER:........................................................ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION: ................................................. 5. CONTRACTORS INFORMATION: .................................... 6. VALUE OF CONSTRUCTION ............................................ Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Property Tax Identification Number for the property on which the building activity is taking place. Briefly describe the building activity under permit application. Indicate the'name and address of the owner of the property on which the product is to be installed. Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction. All applications for Permits are to be submitted to the St. Lucie County Building and Zoning Department, St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 —A ��.. KODK & MEN19RL ?IRKNITEKTVRE, INK. 806 Delaware Avenue, Ft. Pierce, Florida 34950 Phone: (772) 460-7751 Fax: (772) 460-4244 November 4, 2010 St. Lucie County Building Department 2300 Virginia Avenue Ft. Pierce, FL 34982 Re: Replacement of existing windows @ 503 Ulrich Rd. Saint Lucie County. Fl. To Whom It May Concern: The office of Cook & Menard Architecture, Inc. Is herein approving the replacement of existing windows at. the. above referenced location with new PGT SH 4000 windows, NOA #06-0706.03, design pressure (- / +56.7). The windows & installation meets with our approval as well as the requirements of the 2007 Florida Building Code with 2009 amendments for 130 MPH, exposure B, 3 second gusts wind zone. Respectfully Submitted, Peter B. Cook Cook & Menard Architecture, Inc. FL2RIVR RF615TRRTl2N No. RR0003AYA, NCFIRB' KFRTIFl"T12N 112. 31787 �rz> v aJ MIAMirOADE BUIMING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION • NOTICE OF ACCEPTANCE (NOA) PGT Industries P.O. Box 1529 Nokomis, FL 34274 SCOPE: W4W-DADE COUNTY, HDRIDA METRO -DADS FLAGLER BUIMING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2909 This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AID). This NOA shall not be valid after the expiration date.stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County). reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11SH4000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. 2736, titled "Alum Single Hung Window W/ STD. MTG. Rail", sheets 1 through 7 of 7, prepared, signed and sealed by Robert L.Clark, P.E., dated 12/15/04 with revision "F', on 09/20/06, bearing the Miami Dade County Product Control Renewal Stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Nfisuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05-0104.05 and. consists of this page 1 and evidence page E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. ., o NOA No 06-0706.04 Expiration Date: September 30, 2011 Approval Date: October 19, 2006 Page 1 PGT Industries NOTICE OF ACCEPTANCE- EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No 2736, titled "Series "Alum. Single Hung Window W/STD. MTG. Rail" Sheets 1 through 9 of 9, prepared by the manufacture dated 12/15/04 with revision "D", on 12/15/04, signed and sealed by Robert L. Clark, P.E. B. TESTS 1. Test reports onl) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along.with marked -up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3654 signed and sealed by Joseph C. Chan, P.E. "Submitted under NOA # 058-0104.05." 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. M- 2959, 2960, 2961, 2962, 2963 and 2964 dated various, signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 058.0104.05" 3. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4179 dated April. 07, 2004, signed and sealed by Edmundo J. Largaespada, P.E. "Submitted under NOA # 05&0104.05" 4. Test reports on 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1(b) and TAS 202-94 along with marked -up drawings and installation diagram of aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4379 dated 11/04/04, signed and sealed by Edmundo J. Largaespada, P.E. Jaime D. Gas' P.L Chief, Product Control Division NOA No 06-0706.04 Expiration Date: September 30, 2011 Approval Date: October 19. 2006 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED C. CALCULATIONS 1. Revised Anchor Calculations, ASTM E 1300-02, and structural analysis, prepared by POT Industries, dated 09120/06, signed and sealed by Robert L. Clark, P.E. D. QUALITY ASSURANCE 1. Muni Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial, dated May 11, 2001, signed by Robert L. Clark, P.E. "Submitted under NOA # 04.0714.061i 2. Laboratory compliance statement as part of test reports for Test Report no. FTL-2959, 2960, 2%1, 2962, 2963 and 2964, issued by Fenestration Testing Laboratory, Inc., signed and sealed by signed and sealed by Antonio Acevedo, P.E. "Submitted under NOA # 04-0714,06" G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). 2. Notice of Acceptance No. 05-0104.05, issued to POT Industries, Series SH-4000 Aluminum Single Hung Window, approved on 03/24/05, and expiring on 09/30/06. ef, Product Control Division NOA No 06-0706.04 Explration Date: September 30, 2011 Approval Date: October 19, 2006 E-2 le,ro��ns j 9W7 L I S1N DoovNs ZIL1yE%3d :+ri tiv� air nnr.ru ~ad`"'�' ' 7" 'slw •QCs 'moaki'V{ vivn 137bRis -Pvn7V jQ NOIIV A-47317Nd SR LON IVY3N30 a -+apace �7 NOIIVA313 3aiSMO 5?MN3d0 1HJIlAV4 _ 1N3A XVW 14 .81 b6 , b' L-9 """"""'•"""3F�R10NONV S " ......SNOISf1ILM SidVd V ""'—'_'SN0UO3S 2Ri0H V "'"'"'-SNOIL03S'lW3A £'"""S3?1f1SS3bdNaisga ON! O LHOnAva 3VI ®Od XVN► / b Z.._..—'..SiIV130`3NIZVltJ bE I ...... ........ .... SNOILVA313 I ........... 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T OMN3dO1HflflAV03111� 03XId 'XVW .BII Bb QIM'XVW .81I Eg 7ft►W •(ZHW 3NOZ 3NV0IU> m A110013A HSIH 3H1 210j NOLLa3 "m'3a00 9Ma11f19 mum- d mu d0 simar alrmu 3Hi HLIM AldW00 OL a3LS314 03NDIS30 N339 SVH Laii00Md SV, •• WnNVW NSIS30 Wf1MWf w 400L'WaV NOIltmaNOO OOOM'WOd IOOZ-SaN VdVdVASNV WSMO•£0'IO'IU010:VON NOa1X310013 '6LB6-lu aw 'BLIb-Ild 'vm-IJ.d t96L-ILf 't96Z f f3'O96Z lld BSBZ•lL d S1aOd3a 1s31--S30N3tl3d3a 't iNVI'd3S03a0100LM310 HLJM03Tf3SSM3NL100 imA aNY SWV351ra 9NLL33W QM0A'SH3NH003WVW ;Sm4-IV3S'9 NOLLVTIViSNIu0d03A0MddV LLNf1003ava-iwn39ismSZi31Lms 1738W03M SJ 33NV1SIS9V.LWd19 MS14M a321IM:W 3ZJV SLI31Lf1MS's J.JJiQp2Id SIRS do NSIS30 3R1 NI a39I1 N33910N SVH 3SwaNaM SSaVIS 6JI M 3H1 'L ONV 9 S133HS 33B SiMMHM031d 3oMtIOHONV 210d 'b 'ALMO0 3QVQ- WVIW N1319V011ddV.LON 3NV ASd Ob NVH1 S531 S:Wnss3Nd NJ1930 '0 'ZO.00£I 3 W1SV 5 310V1 SSV1J ONV akimssad iS31 t131.VM NO a3SV9 SCM01 NSIS3Q 3ALLISOd'a 'ZO'OOEI 3 WLW 33I9V1 S9V1:1 ONV 3LIM3Ud 03J SBL NO 03SV9 SQVOI N91S3a SALLV03N V (E.L93HS'4 319V133S) :smnstaud Kum -c SM Eft:NowvunstAt4 'N33Mi38 30VdS aIV.94/E V H11M SSV1�J a3Li3dW3L .B1I dQ 3111(I) aNV SMS 03L13dW31.9I1S 40811'1(I) dO EJNLLSISNOJ SSV11a'S'1.ZJI 'r 'N33NLL3@ 30VdS alV .bll V H11M SSV10 a3 GMM.M d0 S3111(Z) d0 9NILSISN00 SSVV •J'1.r4I '1 8 'N33ML3S 33VdS W.Wc V Kum SSVlO 031V3NNV .e1I d0 3111(I) ORV SSM a3IW3NNV.9WC AO 3LI1(I)'d0 SM.JSISNOO SSVI9'o'I.7JI 'H 'N33MLW 33VdS MV.*/I V HiWI MIS 031V3NNV .91I d0 93111(3) d0 SMISISN00 SSV19VI .SJI'J SSMQ3M3dM i .Wt'd 88111J amad"al .0m *a SSVl9 a3wsHNV.bn 'a SSA Q3IV3NNV.9I1S'0 SSVTJangdo3i.w '@ SSV'I9 a9 w3NNV.8i'I 'V :SNOLLdO 9N11VI9 ' I MOONIM i0WI I -NON :S3.LON 1113N90 E' ANNEALED OR ]51 �` TEMPERED GLASS 95 i fat 231 OR 311W ANNEALED OR O�R iW ANNEALED OR 24 TEMPERED GLASS 53 TEMPERED GLASS 25 "/' Y U f al ...8r.. 125 19) 11 11 (19) 11 11 (19 1/8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL (ORIGINAL DESIGN) (ORIGINAL DESIGN) (ORIGINAL DESIGN) fIt' NOb1. ill" NOM. 2g IW ANNEALED OR TEMPERED GLASS 3HS• ANNEALED OR TEMPERED GLASS OR 55114• AIR SPACE nOR 3116' AIR SPACE 71` 1 J8" ANNEALED oR TEMPERED GiJ1S5 56 1/6' ANNEALED OR TEMPERED GLASS ---r� 30 '9 II II " h19 � i-1 il ?-19 112" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL ORIGINAL DESIGN (ORIGINAL DESIGN) Dana ne F ,wo a+R sPncE amr �n Lc cuss oeruLs a 17EM5 55 d ss. GLAZING DETAILS ��'Y' APD 7 RED OPT 701.C� F7A LS. 10MECHMXOGY MVE Q9p545 E Ai7DED lG GLA2lAKd OFrAI($d REMC7VE7TAtT ON2S. NOKOW%FL 94M 7J� w 12I15W D REDRAYVN QRlQ AiYDADDED ALT, MI2/NG DBTA$9. P.O. BOY 1629 ALUM. SINGLE HUNG WIN °"• ora. NOKOM15. FL 94714 Visibly Doter �'�°'� '1°"` z" J.J. Sr2C./05 Sh4OA9 FUII 2 a 7 /Z=1z07tq STD. MTG. RAIL • a p^ PE OW12 2736 F snucatral r� COMPARATIVE ANALYSIS: TABLE 1. GLASS TYPES: WINDOW GLASS WINDOW HEIQK A. 11W ANNEALED FTL-2961, 2963 WIDTH ' TYPE 26" 38 318" 50 516" 63" 76" * B. 118" TEMPERED FTL 2961, 2963 A *56.7 90.0 +56.7 -W.0 +56.7 -90.0 +66.7 -71.0 +43.8 .43.8 C 9118" ANNEALED FTL-MO 1S 118" B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +58.7 -73.0 * D. 114" ANNEALED FTL-2.960 C,D,G,H,t,J +56.7 -90.0 +66.7 -90.0 +66.7 -90.0 +56.7 -88.0 +56.7 -66.4 E. 3116" TEMPERED PTL--2959, 4179, 437 A +56.7 -no +56.7 .90.0 +58.7 -90.0 +58.7 53.6 +38.2 -38.2 * F. VC TEMPERED FTL-2959, 4179, 4379 24" B,E,F +66.7 -80.0 +56.7 -00.0 +56.7 -90.0 +56.7 -84.9 +56.7 -633.6 G. 112" I.G. (1187A, VC AIR SPACE,118"A) FTL-3654 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +66.7 -77.1 +68.7 57.9 * H Tt7" I.Q. (3116"A, 3(16" AIR SPACA 118"A) FTL-3554 A +56.7 90.0 +56.7 -90.0 +56.7 90.0 +56.7 -61.8 +36.3 -36.3 "* 1. 112" I.G. (118'T,114" AIR SPACE,118'"n FTL4654 26 V2" B,E,F +56.7 90.0 +56.7 -90,0 +56.7 -90.0 +56.7 -82.1 +58.7 -60.5 * J. 1IZ" I.G. (3Hfi"T, 3116" AIR SPACE, 118"i) FTL2654 C,D,G,N,I,J +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +66,7 -74.6 +65.0 55.0 * UPGRADE FROM GLASS r(pE TESTED A +56.7 -90.0 +56.7 •85.5 +56.7 -77.8 +56.7 -60.0 +33.8 -W.8 32" B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -90.0 +56.7 -804 +56.4 -NA C,D,G,H,I,J +56.7 -90.0 +56.7 90.0 +56.7 -90.0 +56,7 -72.8 +51.3 -51.3 A +56.7 -90.0 +56.7 -73.6 +56.7 -65.9 +56.7 -58.2 +33.0 -33.0 37" S,EF +56.7 -90.0 +56.7 -9010 +56.7 -90.0 +56.7 -80.0 +55.0 -5S.0 C,D,G,H,I,J +56.7 -90.0 +56.7 -90.0 +56,7 -90.0 +56.7 72-8 +50.0 -50.0 A +56.7 -90.0 +56.7 -66.5 +56.7 -59.3 +48.0 -48,0 +33.0 -33.0 40" B,1=,F +56.7 -9R0 +56.7 .90.D +58.7 -90.0 +58,7 40.0 +w.0 -55 0 C,D,G,H,I,J +56.7 90.0 +56.7 -90.0 +56.7 -90,0 +56.7 -72.8 +50.0 -50.0 A +56.7 -87.8 +56.7 -60.3 +51.7 -51,7 +48.0 48.0 +33.0 -33.0 44" B,E,F +56.7 -90.0 +56.7 -90.0 +56.7 -89.9 +56.7 -80.0 +55.0 -55.0 tlpOiTC�YR�161diY • �wIRMIMi1ra C,D,G,H,I,J +56.7 90.0 +56.7 -90.0 +56.7 -81.7 +56.7 -72.8 +50.0 -50.0 A +56.7 -79.3 +56.7 -66, 7 +46.3 -4613 +42.1 42. f +33.0 -33.0 48" B,E,F +55.7 -90.0 +56.7 -90.0 +56.7 79.7 +56.7 -70.2 +55.0 95.0 C,D,G,H,I,J +56.7 90.0 +56.7 -0&0 +56.7 72,5 +56.7 -63.8 +50.0 -50.0 A +•56.7 70.6 +51.2 -51.2 +39.9 -39.9 +36.3 -36.3 +33.0 -33.0 63'118" NE,F +56.7 97A +56.7 %80.0 +56.7 -69.6 +56.7 -60.6 +55.0 -65.0 C,D,G,H,I,J +56.7 -87.0 +56.7 -77.6 +66.7 -63.3 +55.1 55.1 +50.0 -50.0 // e,�(px. RGQJ . now ft."am gODAWWA-CE LGF.K. 1W06 F upGpApFTABLEWlGNPRE9S2lRE9PERASTMEf30Q-02E (GNPRI:SSURSS J. EREDL 1070TECHNOLOW DRIVEF.K. 05r1 W mmw vow.AE REOLCEhOUGNEQAnVE Moo-fiBWBOPNOl0J1A8,FLUVSevD oa rABLEs fYP Sa RC;YALUM. SINGLEHUNG WINDOI h! STD. Ad TC% RAIL F.K. tTfiSlOa D FSH AAGRADES P.O. BOX1M �„� ��,,,� PE�}yT12 r. o12 r n.w NOKOMIB, R 34274 V;r;bfj Bare: sHaoob N7S 3 a 7 273b F s4pewrd Ff(. f.7/152)4 J.J. 52G/06 SECTION B-B DBD598I E IR8n4WNANDREWVEZI wa qF 1.1sm D REDRAWNANDADDED At 12/1&N J.J. bI2�06 2 1NI MMOR .1-11 MAX VJIO?}i - —' EXTERIOR SECTION A -A NOTES: 1. WINDOWS ARE EQUIPPED WITH ITEM 13, SWEEP LATCH LOCATED ON THE VENT TOP RAIL OR ITEM 41, BOTTOM LOCK LOCATED ON THE VENT BOTTOM RAIL. 2. WINDOWS ARE GLAZED WITH ONE OF THE FOLLOWING GLASS ITEMS 21, 23, 24, 29, 51, 52, 53, 64. 55, OR 56. ZL 1o70TEG4NOLoar OFSVE SEC. -7R7 1E EXTRUSION". NOKOMIS. FL 34275 n+ EXTRUSIONS P.O. eox 1529 ALUM SINGLE HUNG WINi NOKOMIS. FL 34274 VsibAr Better sw.: ie SN.000 i17 4 1 T � MTG. RAIL 2736 a G 1z� R. G. Clerk, F.E. PE #39T12 sat,caura+ CONCRETE ® 1 318" MIN. CONCRETE CMU ® 1318-MIN. 1 a4B" 1 114' MIN. CMU MIN• 1 lie MIN. i 1/4' MAX SH 114' MAX. SHI 1/4' MAX SHIM^- + / I •' `�1i f. WOODANCHOR l' 1� CONCRETE ANCHOR CONCRETE ANCHOR a t$ SEE NOTE y _ SEE NOTE 1 , : i ® SEE NOTE 1 :!• ® MIN. 3kSl CONCRETE 1X WOOD BUCK (SEE NOTE 2) LMIN, Mai CONCRETE ,ri1, 2X WOOD BUCK (SEE NOTE 2) OR MIN.1,6k3i CMU OR MIN. 1.SW CMU (EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL 1 DETAIL 2 DETAIL 3 TYPICAL JAMB ANCHORAGE NOTES: I. MWNI-DADE COUNTY APPROVED ANCHOR TYPES: 1. ELCO il4' TAPCON 2. ELCO 114' SS4 CRETE-FLEX MASONRY SCREWS 3. *12 SCREW ®FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLYABOVE APPROVED 114" TAPCONS OR SS4 CRETE-FLEX. MINIMUM DISTANCE FROM ANCHOR TO CONCRETE EDGE IS 1,750". FOR WOOD APPLICATIONS USE 412 STEEL, 05 SCREWS OR 1W ELCO $S4 CRETE-FLEX ANCHORS. 2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 fir. WOOD BUCKS OEPICTEDAS 2x ARE I IPP THICK OR aEATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. '�)OD 13VCKS LESS THAN 1 12' THICK ARE OPTIONAL (PRODUCT MAYBE INSTALLED DIRE: RY TO CONCRETE), PROD=Eww �wMf�RwMa d. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE AMINIMUM STRENGTH OF e063-TS AND A MINIMUM OF 1/16' THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF � A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW ,IAMB SIMILARTO THAT SHOWN IN DETAIL 3 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A1112 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHOR QUANTITIES SHOWN IN TABLE 2, SHEET 7 FOR ANCHOR TYPES 1 AND 2 � IN CONCRETE MAY BE USED. 6. ANCHORS ARE NOT REQUIRED IN THE HEAD OR SILL (REF. TEST REPORTS, FTL4253 AND FTL-4378j �11i1� 6.53 118" WIDE x 76" HIGH UNITS TESTED TO FULL OESIGN PRESSURE AT THE FOLLOWING SPACING: ®JAMBS: 9" MM kX- FROM CORNERS, 812' BELOW MEETING RAIL AN13 it ABOVE THE LOWER MEETING RAIL ANCHOR 3'Milt ANCHOR SPACING. 7. FOR INSTALLATION IN MIAMFDADE COUNTY REFER TO DIMENSIONS OF NOTE 6 AND ANCHOR OUANTIES PER JAMB IN TABLE 2, SHEET 7. ADDITIONAL ANCHORS, WHEN REQUIRED, TO BE EQUALLY SPACED ABOVE AND BELOW THE MEETING RAIL BETWEEN THE CORNER AND MEETING RAIL ANCHORS. S. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FBC 2004, SECTION 2003.8.4 {SUPPLEMENT 2006). FJL alla 78 F REIAS ri/dBREA/01�EA077SaRFDl17SWEddSINAD�AE SpECiFVCQACAE7E GM'U, EDGE 01aTANCBd GHG &118ED. No&TAU.S ANCHORAGE DETAILS Y ��"�` oa'c �"� Ia70 TECHNOLOGY DRIVE J.J. sw5w E REVERSEANGNORSHTS..BREVISEAN4NGRAGENOTPS NOKCMIS, FL 34275 rk FK ALUM. SINGLE HUNG WINDOW, STD, MTG. RAIL CINk,P.E. a1�1S09 D REDRAWA/ UDATEDNOTE9 d REMOVED MEAD 8 SII L SEGTiONS P.G. BOX 79Z9 ��rM �w. PE Yd8712 F.K, y15/pq J J. S2EUs NONOSUs, FL 7P�74 VuJbJy Heuer SH4000 NT5 6 d 7 2736 F Swrhlral DESCRIPTION RAME HVW .976 .062 op. 1.898 I I G) #2707, VENT T40P RAIL, 6063-76 J.J. OA/t?S45 r a+. F.K. 17G15�tl4 PGT # I VENDOR/MAT'L 4/W 2704 2705 2.000 .083 2706 707 2.100 Z ZOO 2 600 ZOO.062 Moo 2770 1.160 2748 1.609 1.368 .678 e� :S OR = 050 OR = ` t= 12.050 7SOR= 2,129 aa►��I !_ Qt� #2703, HEAD. #2704 ,SILL.� 6063-T6 6063-TS 17 #2708, VENT BOTTOM RAIL, 6063-T6 .050 2.100 L A76 T [, 2058 O#2751ALT. SILL 6063-T6 (ALTERNATE EXTRUSION) .562 ` t 1.1%87 —�S .060 G8 #2709, VENT SIDE RAIL, 6063-T6 WATIOR tOTNMO WOI L342?5 VE S oPiloxLal NOKOUIS, Ft312T3 D& 6 AA&LOY a V6ND(M P.O.80% 1520 NOKOMM FL 342T3 I Visibly llerr4r 750 4 1.682 1.023 .062 1.010 #2706 MEETING RAIL, 6063-T6 .04 G) #2770, VENT STOP. 6063-T6 'R PARTS LIST AND EXTRL M. — ALUM. SINGLE HUNG WIN .sYr.Yurt o� * -h'* sxa000 Half 5 a 7 41 #2740, 90TTOM LOCK 16063-T6 STD. MrG. R41L • 2736 1.139 00 2.00b .462- -. j 1.963 42705, JAMB 6063-TB Z bm1 L P.E. PE OW12 struehua! QUANTITY OF ANCHORS REQUIRED EACH JAMB WINDOW GLASS WIDTH TYPE A 19 US" EI F F A 24" C,D,G,H, A 26112" A 3r B,E,F C,D,G,H,I A 3r B,E,F A 40" B,E,F C,D,G,H, A 44" B,E,F A 48" B,E,F C,D,G,H, A 53 118" 9,E,F C,D,Gfil,H, a r o.r R*dflon: K �R1tAit6 F If r M5M WINDOW HEIGHT 38 318" 30 518" 63" 3JW 21W 1,2►C 311N 21W 1,2fC 31W 7JW 11,21C 3/W 21W 1,2fC 3/W 4 4 4 4 4 4 4 4 6 4 4 8 4 4 4 4 4 4 4 4 4 6 6 6 6 6 4 4 4 4 4 4 4 4 6 6 s s s 4 4 4 4 4 4 6 4 6 4 4 6 4 4 4 4 4 4 4 6 4. 6 6 8 8 6 4 4 4 4 4 4 6 4 6 6 6 6 6 4 4 4 4 4 4 6 6 6 6 4 6 4 4 4 4 4 4 4 a .j 6 6 6 6 6 6 4 4 d 4 4 4 6 6 6 6 6 6 6 4 4 4 4 4 6 6 ( 6 s 6 6 6 4 4 4 4 4 4 6 8 8 6 6 6 6 6 4 4 4 4 4 6 6 6 6 6 6 6 6 4 4 4 4 4 4 6 f 4 6 5 6 6 4 4 4 4 6 4 6 6 6 6 6 6 6 e 4 4 4 6 4 6 6 6 6 6 6 6 6 4 4 4 4 4 4 .6 4 6 6 6 6 4 4 4 4 6 6 6 6 6 6 5 6 8 6 4 4 4 6 8 6 6 6 6 6 8 6 6 4 4 4 4 4 4 4 4 8 & 6 B 6 4 4 4. 6 6 6 6 6 8. 6 6 10 6 4 4 4 6 6 6 6 6 6 6 6 8 6 4 4 4 4 4 4 4 4 6 6 6 6 6 4 4 4 6 6 6 6 6 8 6 6 10 6 4 4 4 e 6 6 6 6 6 6 0 6 6 4 4 4 4 4 4 4 4 4 4 4 6 6 4 4 4 6 6 6 6 6 8 5 1 6 8 6 4 4 4 6 6 6 6 6 6 6 6 6 e REWSEAND OGY ORI4E NO /itY4r7 NOKOUxAlS, FLFL 344M ter P_0 Box IS29 ALUM. NOK014d. FL 34274 Visibly Rater 9iw� s►r4aoo TABLE 2• `&ANCHOR TYPEISUBSTRATE KEY 31W =1l12 SCREW IN WOOD 78" 21W =114• SS4 CRETE-FLEX IN WOOD 21W 1,2/C 1= =1/4" TAPCON oR l/4' SS4 CRETE FLEX 1N CONCRETE 4 4 (SEE -APPLICATION NOTES AND DETAILS ON SHEET 6) 6 6 NOTE: ANCHORS NOT REQUIRED IN HEAD OR SILL 6 6 GLASS TYPE KEY 4 4 A. IV ANNEALED B.118" TEMPERED 6 6 C. 3MV ANNEALED D.114" ANNEALED 6 6 E. 3116' TEMPERED F. 114' TEMPERED 4 4 0.1/Y I.G. (IIWA,1/4" A1R SPACE,118'A) H. 112- I.G. (3116"A, 3118' AIRSPACE, IWA) 6 6 I, 1W I.G. (1/8"T,1/4' AIRSPACE, Urn J. Ur I.G. (3t16"T, 3116' AIR SPACE,1/8'T) 6 6 4 4 6 6 6 6 4 6 6 6 6 6 4 6 6 6 6 6 4 8 6 6 6 6 � >Ir Im 6 6� O 6 8 11bitLn 6 6 all- 6 6 fi i0 GE SPACING, 1/1 WINDOWS zD o to XE HUNG WINDOW, STD. MT(3. RAIL bet L. Clark, P.E- 'r "� aK PE 039712 NTS 7 - T 2736 F Structure)