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HomeMy WebLinkAboutNOAMIAMFDADE • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 3133 S.W. 25'" Street Pembroke Park, FL 33009 SCOPE: BY St. Lucie County MIAMI-DARE COUNTY PRODUCT CONTROL SECTION - 11805 SW 26 Sheet, Room 208 T (7W 315-2590 F (786) 315-2599 www.mia midade.Zovleconomv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control' Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction: RER reserves the right to revoke this acceptance, if it is determined -by Miami -Dade County Product Control Section 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: Atlantic Series Aluminum Sliding Glass Door —.L.MJ APPROVAL DOCUMENT: Drawing No. W04-64 Rev I, titled "Atlantic Series LM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 07/07/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure (DP) ratings with glass types & Reinforcing in sheet 2. See DP ratings of anchor types in sheet 3. Lower Design Pressure Ratings shall apply to entire system. Positive (Ext6dbr) DP shall be limited to sill height per sheet 2. - 2. ' The total tested frame area must not exceed 160 sq. ft. per FBC requirements. 3. All SGD doors containing operable panel (X) require channel reinforcement (item #3I) at Bottom Rails. LABELING: Each unit shall bear a permanent label with the mamifacturer's name or logo; city, state, model/series, 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. Misuse 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 ATOA. 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 b6 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 #15-0511.01 and consists of this page 1 and evidence pages E-Iand E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. rtwrironot coOnzr 22 REVIEWED FOR : DecemOA ber 1r24,2 19 e � Expiration Date: December 24, 2019 CODE COMPLIANCE Approval Date: February08,2018 \� ST. LUCIE COUNTY Page 1 \v`�� ROCC EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files A. DRAWINGS 1. Manufacturer's die drawings and sections.(Submided underNOA# 12-0131.14, 09-0520.07) 2. Drawing No. W04-64 Rev H, titled "Atlantic Series LM 130 Alum Sliding Glass Door", ' sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 07/01/04 and last revised on 11/12/15, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC, TAS 201-94 3) Smal,Missile Impact Test per FBC; TAS 201-94 4). Cyclic Wind Pressure Loading per FBC, TAS 203,-94 along with marked -up drawings and. installation diagram of an aluminum sliding.glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5728, dated 10/10/08, signed and sealed by Carlos Rionda, P.E. '(Submitted under NOA# 09-0520.07) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 1 ' 2) Uniform5tatic Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 32.L TAS 202-94 along with marked-up'drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL4182 and•FTL- 4182, both dated 05/18/04- signed and sealed by Edmundo Lacgespada, P. E. (Submitted under NOA# 09-0520.02J C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014, 5m Edition, prepared by, Al Farooq Corporation, dated,01/18/12 and revised on MAY,17, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE L Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance N6.14-0423.15 issued Eastman Chemical Company (MA) former Solutia Inc. for "Saflex CP TM - Saflea and Saflex 1 P Composite Glass Interlayer w/ PET' Core", expiring on December 11, 2018. 2- Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) former Solutia Inc. for their "Saflex clear & color interlayer", expiring on.05/21/16. F. STATEMENTS 1. Statement Ietter of conformance to FBC 2014, 5 h,Edition and letter. of no financial interest; prepared by Al Farooq Corporation, dated 4/30/15, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance as part of the above referenced test report Ishaq I. Chanda, P.E. Product Control Examiner NOA No.17-1218.22 Expiration Date: December 24, 2019 Approval Date: February 08, 2018 E-1 EGS International, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS 1. Statement letter of conformance to FBC 2014, 5' Edition and letter of no financial interest, prepared by Al Farooq Corporation, dated 4/30/15, signed and sealed by Javad Abroad, P.E. 2. Laboratory compliance as part of the above referenced test report. H. OTHERS 1. This NOA revises NOA #14-0807.17 expiring on December 24, 2019. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. W04-64 Rev I, titled "Atlantic Series LM 130 Alum Sliding Glass Door", sheets 1 through 8 of 8, prepared by AL-Farooq Corporation, dated 07/07/04 and last revised on DEC 07, 2017, signed and sealed by Javad Ahmad, P.E. Note:'This revision consist of editorial changes of FBC 17 (6a' Edition) code compliance. B. Test 1. None. C. CALCULATIONS 1. None D. - QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0423.15 issued Eastman Chemical,Company (NIA) former Solutia Inc. for "Saflex CP TM - Saflex and Saflex HP Composite Glass Interlayer w/ PET. Core", expiring on December 11, 2018. 2. Notice of Acceptance No.15-1201.11 issued to Eastman Chemical Company (MA) former - Solutia Inc. for their "Saflex clear & color interlayee', expiring on 05/21/21. F. STATEMENTS • 1. Statement letter of conformance to FBC 2017 (6"' Edition), dated 11/14/17, prepared by Al Farooq Corporation, signed and sealed by Javad Abroad, P.E. I. OTHER . 1. This NOA revises # 15-0511.01, expiring 12/24/19. Ishaq L Cbauda P.E. Product Control Examiner NOA No.17-1218.22 Expiration Date: December 24, 2019 Approval Date: February 08, 2018 E-2 DAYLITE OPENINGS: D.LO. HEIGHT m PANEL HEIGHT - 8.875' D.L.O. WIDTH PANE PANEL HEIGHT DOOR HEIGHT - 2' 1HESE ODORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT, i SM/ ' ARE NOT REQUIRED. ATLANTIC SERIES LM 120 ALUM SLIDING GLASS DOOR SEE SHEET 2 FOR DESIGN LOAD CAPACITY OF DESIRED GLAM/REINF. USING CHART ON SHEET 3 SELECT ANCHOR OPTION WTTH.DESIGN RATING MORE THAN DESIGN LOADS REQUIRED. LOWER DESIGN PRESSURES FROM GLASS OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDMON)/2017 (BTH DEMON) FLORIDA BUILDING WOE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DEBIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPMED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO WE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMBED TO STEEL/METAL SCREWS, THAT WME INTO CONTACT WITH OTHER DISSIMIAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLOC. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL 5 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEMNG THIS PRODUCT AND SEAUNG AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN W THIS DRAWING ME M BE ANALYZED SEPARATELY, AND TO BE REMEWED BY BUILDING OFFICIAL K N C Ca C o- o- pp, L D o x o x o 'e . DOOR WIDTH - 21' MM. - HEAD/SILL ANCHORS 3 3/4' MAD( TYP. AT INIFRLOCK/a GAL MOB TYP. - 3. NEN/SILL 3' M. SEE SXEEf ar SIRE 3 FOR CAPACITY WRNE CORNERS � wos -- I I I I I I I I I I OCHARTS I ' 1 SEE ON SHEET m m8 m and =� I I Y I I I w• I B e I I / a' 41 11/18' 31 y 49'O D.L 0, ' PMEL WIDTH 49 ALL ANCHORS IN PARS INTERMEDIATE ANCHORS OX(SHOWN) OXO (SHOWN) OXXO(SHOWN) XO �-- PMB. WIDTH (1) PAR READ. FOR PANEL WIDTHS UPTO 4 - (2) FAIR REDO. FOR PANEL IDTHS ABOVE 4B' SEE DFIART FOR WIDER PANELS • NPI(`AL FIEVATION TESTED UNIT - JAMB ANCHOR SPACING AN MAX. FOR INSTALLATIONS INTO CONC.. WOOD • MO METAL STRUCTURES ALL DOOR INSTALLATIONS MUST BE IN ACCORDANCE WITH EGS INSTALLATION INSTRUCTIONS. _ ALL SEALANTS TO BE TREMCO SPECTREM 2 OR EQUAL ' (EQUAL SEALANTS MUST BE TESTED BY SEALANT MANUFACTURER FOR COMPATIBILITY & ADHESION). DEC 07 1017 YYwuNI ITT; `` �� nae, OPP. - rrmGLrcr�E.ATsre �?:: - " �; r 4W4bIWr�dW FTodrt z IN 70582 Nr li'12Tg•22- - pperwrM�I` T9 — . Is L4A»� of hi drawing n0. 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RA RM LOYMPIIS • c m.1s.a uvu�su ro }01� rec x 1v1zv xo agxz nus nRcr HEAD moon NO CAPACION - P3I NO ANCHOR NO WACIM - P3P 8HL IRCBOR LI19 CIPACIN - P3P $DL .IN®OH IA19 fdP4g2Y - PHP TYPICAL ANCHORS: SEE M. FOR SPACING ACRAT M 1. AT BEAD - � - � - � - � - � - - - 4 M'Q1Av a 4M9pPo rrypE_'p'_ t /4' DIA. II BY 'El rn' (ru-tn 1¢4 Frtss NsD� am aHfO. oAv¢ 9mlx omR elm 18m Pms IPm9 INTO 20Y WOOD BULKS OR WOOD STRUCTURES x01Ra4 mwT 6Rr. (+) 00. (+7 I _ 1-1/2' ON, PENETRABON INTO WOOD I Rum ^� RD. - W. - THRU 1Bf BUCKS IMO CONCRETE24 24 1n0 Ina N 13" 1n.0 1-1/4- MIN. EMBED INTO CONCRETE 30 125.T tn.0 'TYPE'B'-1/4'DIA n ACON BY'F1O'(F-ln W. F-155 (51)39-1/4 39-1/4 114 11T2 Inc DIRECTLY INTO CONCRETE42 42 1112 13" 1-3/4' MIN. EMBED135.0 4a 1=5 13x0 7YPE 'C'- 1 /l' Du SELF DRIL1]NG SCREWS (OR DE a CRS N 97.6 Inc INTO MIANI-DARE COUNTY APPROVED MULLIONS 24 Ina 1n.0 AD tno 1n0 I OR I INTO METAL STRUCTURES (HEAD/JAMBS) 3A 11&3 IWO 1 MIN. TO EXTEND BEYOND MN.) THICKNESS IN (3) ALUMINUM: 30-1/1 Ims 135A TEEL.I 1/8' TMU MIN. Fy - 33-T I MIN.) I 42 f0A3 1 0 STEEL: 1/8' THK. NIN. NIN a 36 KSI MIN.) b MA 135.0 - (STRL M COM/LT eiTN AWMNUN i0 6E PUTEO OR PAIMDI) r -AT SBL -' I TYPE'B'- I/4' DtA, ULTRACON BY'ELCO' (Po-1'/1 N91, Ft+153 DIRECTLY INTO CONCRETE - t-3/4=MIN. EMBED - - - - I J �- - -AT JAMBS - . TYPE 'D'- 1/4' DIA. UITRACON BY'FlCD' (F9-ITT KS, FS 135 M) I 7HRU 1Br BUCKS INTO BLOCKS I 1-1/4' MIN. EMBED INTO BLOCKS I DIRECTLY IMO BLOCKS I 1-1/4' MIN. EMBED INTO BLACKS I TYPE 'E'- 1/4- CIA. ULTRACON BY 'ELCO(FwIW KSO "In KM) INTO 29Y WOOD BUCKS OR WOOD STRUCTURES I 1-1/2' MIN. PENETRATION IMO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/9' MIN. EMBED INTO CONCRETEn DIRECTLY IMO CONCRETE 1-3/4- MIN. EMBED INTO CONCRETE 7YPE 'F'- jH4 SMS DR SELF DRIWNG SCREWS (GYAE S CRS) MIAMI-GAGE COUNY APPROVED NUWONSORl0as INTO METAL STRUCURES (HEPA/JAMBS)RSe (3) THREADS MIN, TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) I STEEL 1/8' THK. MIN. (FY - 36 KSI MIN.) (SIED. IN CONTACT WON ALUMINUM TO eE PIATm OR PANTED) L ' - - ' - ' - ' - ' - ' - - - - J ANCHOR EDGE DiSTANCES INTO CONCRETE - 2-1/2- MIN. CcC O J ZO}J OD STRUCTURE - 1' MIN. MOD INTO METAL STRUCTURE - 3/4' MIN. Stt111 1121// WOOD AT HEAD OR JAMBS SO - 0.55 MIN. ` 4AW...... CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 P51 MIN. C-90 HOLLOW/F LLED BLOCK AT JAMBS Fm = 2W0 PSI MIN. T M4goo' ogM 2 .•, }yq Tg Pe94eMeRDRM' °i :'.. �`I a48j�MAl ATd��,.urtA �U 0 QN �COg F9 99�� PQ LL7LZ_ CWC Q (� w z$$ � PE zN qq 1 � WIOgN DRt 'C '11' A 'C' A9GBR tYCE9 W 'B' A 'C' AKWH DPE 'e' PN0 RDIN xolmlu e� DseR Rigor r1aRs e eRc®Be am Mm DG9 OR. (y 9H. - a u®06 am.. eMa Mme ep. (+) ert. -eaRs Pum Rom Nolmr+ row Man N56 a N®® am. BED cros INr. (+) Wr. - ! AR®® ONIV, Miami IN. (+) wr. - 6,10019 !txc. et9a wa W. (+I MT. - P9tm 1lmm x0mm R,N6 WOR IFYJD euo 4 txeB099 aIHO. BDA mm3 W. (+) wr. - a ua® am. etm Dme W. N) m. - 3o n N Po I"A In.O H4 N 30 N-1/4 42 - b m 114 IN.O no 123.T 117.2 411.2 IONA 9T.8 IWO In.O 10.T 11T2 1112 IW.s w.e 135.0 135.0 1n0 Inn 13x0 135,0 13xo 24 30 N N9 1/4 42 {5 IN 53 5e a0 InA 135L 1WO Inc pi 13xo 135.0 13a.o 1no 135.0 IMO 135.0 Inc 135.0 In.O 1NA 1no 135.0 135.0 IWA IWO Imo IWO 1n.o ux0 Imo IWO 1n.0 1n,0 M 30 35 39-1/4 as b tm Ina 135.o 11eA 1102 104.5 W.3 1N.o Ino IIOZ 10Z NO 94] 1N.0 U5.0 13x0 1=0 1n0 1]x0 135.0 tno 10.0 IMO 1n.0 II in. 1NA 1N.0 IN.0 134.0 IYA R N n 39-1/4 42 b N v as N 00 133.0 Inc 24 36 38 n-1/4 {2 N N v se w 13x0 Ina l"A 13" 1n.0 1nA 135.0 USA I= 133.0 135.0 1n.0 I3x0 I= 1n.0 OVERALL DOOR WIDTH WIDTH NOMINAL - NUMBER OF,PANELS PANEL HEIGHT - DOOR HEIGHT - 2' Ino 135.0 In.O � 7R j 3 J m .. J o r M y J� ZZZ F iq $ yay1'1 H a I= 135.0 1U'.o Ina 1bA 10.0 ISTA IMO 1n.0 Inc Ins InA 13s.0 1v.0 IM.O t19.0 130.0 139.0 129.0 Inc 1xx1 uxt Ink I25.I IWO 120.e 1=0 IN.O Ins I35A N N 3e 39-1/4 42 4e N 60 54 N Bo IMA ink Inc 2{ N 36 N-1/4 42 a 50 53 M 60 98 Inc IWO InA Ina In.o Inc Inc IMA Ino In.O 135A IWO Inc 1n.0 Ino tno 135.0 IMA ina IMO 135.0 IWO I25a 125.7 Ins 1253 M.O 1]]2 1=3 no 122.3 IN.O 117.9 117.0 Ino' 117.9 Ina 11A1 1111 IM0 imi 135.0 1097 109.7 Ink 109.7 In.O 24 N 39-1/4 42 40 IWO 135.0 -13M 24 n n 3e-1/4 4] 4a W v n 1350 Ina 135.0 135.0 135.o In,O M 32 p r 2s== W • 53 - o s S5 _ 13x0 LTSA Ux0 1Nd In.o In.O IU.3 135.0 12TJ 1n.0 12).T In.O rM 116.0 ino 118.0 In.OAD 1128 1uo Ilu InAIMO 1nA 1ae.s In.o 104A Ina TMA :no 24 N n 39-1/4 42 48 N 53 1W 35.0 Ino Ino24 N 36 39-t/1 42 ae N. 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PANEL I-TS/6165-19 14 EGS-570 AS REOD. SAVE COVER 6063-TS/61G8-TS 16 M-72 AS REOD. 9/18' CUVNG =KET SOFT PVC TFAMPIAS M (= INC.) 17 U114M 2/ LRE SETRNO BLOCKS, 4' WNO. O 10' FROM EACH ENO EPIW TRWCO g i5 IB 2802700/7527-MIJ-4 M REM. F1NSEX WOOUILE AT HOM RAILS - AMESBURY j� a 20 T-283W AS HEW. POLYBOND RNSUL AT MON. BOTRWI ML - ULMFAB (.260H X .360 BAY) J m 21 38027045/707-6011-6 M RECO. nNSEAL WOpIPU AT FM. BOTTOM ML - MESIA M u J v _ 22 21027W/7420-6011-2 AS -REOD. FlNSFAL WWLP2E AL VENT. STILES k SWEFP - AY6BURY n w IO x 27 /8 X 3/4' 2/ CORNER FRAME ASSEMBLY SCREWS SF. STEEL PH ws �) G 28 #12 X 1' 2/ CORNER PANEL ASSEMBLY SCREWS ST. 51EEL TH SNS 30 - 2/ PANEL FA WI ER ASSEMBLY ST. STEEL 1-II/16' O.D. MaM < SS F ¢ Y Z 31 - 1/ MOV. PANEL ALUM CHANNEL, FULL WIDTH OF PANEL BOBS-15/810}T5 - 3 N 6 1 32 - AS REM. INTERLOCK RDNFORL£MENT SIE£L 1 1/2' X 3' % 11 CA 3 W 33 - AS RMD. FTK PANEL GIP (Al FlMME HEAD/Ell) NUMIWY 2 X 3 X I/B' % 1-7/8' tANC — Mj O Y 34 - A9 REW. RUBBER WNPEA - 1/2' X 1/2' M. % 3/16' HIGH N n m AA 35 44T0-00-OB OR W520}NRW 1 TRNSEf PULL ABS 125N OR BtPS FVD A0A1NS-RITE OR ASHUND CCC m M51847-09 I DFAU LWK, MOUNRV W/ (2) /B % 1/Y iH SCREIVS SF. STEEL A S-RTfE C 37 YI-VS 1 NRL V. H. 30 M32 OR W51011-PP30 I WNW mlM PULL m WN Gi Bi44 W0 ADAMS-COTE OR ASHUND 38 lC2 I TMCK COVER ST/W HIDRADE 40 AS READ. SHEAR CUP AT CWSIERS ONLY 6W5-TS/61W-T5 al - AS REM. SHFAR CLIP AY CWSTFRS ONLY BW5-TB/8105-TS - —.Teo—y 730L 051 A20 HARDNESS - BE MORE A TENSILE STRENGTH (BRW()- HOW PSI ELONGARW AT 6.9EPK - 3201E TEAR STRENGTH - 2W WF/IN SPEOM GIUNM - 1.45 GI ING .ACKFT 1) SCALE 1:1 rwbvcfmvISF.o r r�PM4Ee11\LBR FNrNH A..,u N. -PI eqF vale D N, 19 (IKa1191 EEC 0 7 2917 F/A d7owing no. 3 W04-64 `AY Ohaet B of g SCANNED ey St. Lucie County M1AM1•DADE MIAMI-DADE COUNTY g I PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F (786) 3L5-2599 NOTICE OF ACCEPTANCE (NOA) mn .miamidade.eov/economy PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (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. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section 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 "SH-700" Aluminum Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 4040-20, titled "Alum. Single Hung Window, Impact', sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMI'ACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, 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. Misuse 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# 16-0714.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. REVIEWED FOR CODE tC/�@� �y ���n.17-0630.08 MIAM4DADE COON7Y /�o1i7"i..)ira ton ate: arch 26, 2021 ( �'2 ` ST. LUc c804JN�vVnber 30, 2017 BOCC Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections: (Submitted underNOA No. 05-1018.01 and 07-0322.06) 2. Drawing No 4040-20, titled "Alum. Single Hung Window, Impact", sheets 1 through 11 of 11, dated 09/01/05, with revision G dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal° spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No.16-0714.06) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4958 and FTL-5063, dated 10/03/06 and 11/21/06, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 07-0322.06) Manuel ere P.E. Product Contro Ex iner NOA No.-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4649 and FTL-4723, dated 08/11/05 and 1010510S respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 6. 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) Small Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4647 and FTL-4650, dated 08/11/05, both signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 7. Test reports on:. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 ..2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum single hung window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-4646 and FTL-4648, dated 08/10/05 and 08/11/05 respectively, both signed and sealed by Edmundo Largaespada, P.E. (Submitted underNOA No. 05-1018.01) J hlan4el ere P.E. (� Product Contr 1 Exa finer NOA No. 7- 30.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014) and FBC 61h Edition (2017). dated 06/22/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Satlex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 61h Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Laboratory compliance letter for Test Reports No. FTL-4957, FTL-4958 and FTL- 5063, issued by Fenestration Testing Laboratory, Inc., dated 10/03/06, signed and sealed-by_Edmundo-Largaespada,_P.E._ (Submitted under NOA No. 07-0322.06) 4. Laboratory compliance letter for Test Reports No. FTL-4646, FTL-4647, FTL- 4648, FTL-4649, FTL-4650, and FTL-4723, issued by Fenestration Testing Laboratory, Inc., dated 08/10/05, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 05-1018.01) 5. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.06) G. OTHERS 1. Notice of Acceptance No. 16-0714.06, issued to PGT Industries, Inc. for their Series "SH-700" Aluminum Single Hung Window - L.M.I., approved on 08/18/16 and expiring on 03/26/21. abu r z, P.E. Product 'o rol E aminer NOA-0630.08 Expiration Date: March 26, 2021 Approval Date: November 30, 2017 E-3 GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS 1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2) A 5116' IAMI CONSISTING OF (2) LITES OF 118-ANNEALED GLASS WITH A .090' KURARAY TROSIFOL! PVB (BY KURARAY AMERICA INC.) OR.090' SAFLEX•PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) B. 5/16' LAMI CONSISTING OF (1) LITE OF 11B' ANNEALED GLASS AND (1) LITE OF 1/8- HEAT STRENGTHENED GLASS WITH A .090"KURARAYTROSIFOL`PVB(BY KURARAYAMERICA, INC.) OR.090'SAFLEe PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) C. 5/16' LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH A .II KURARAY TROSIFOL 'PVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX° PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) D. 7116' LAMI CONSISTING OF (2) LITES OF SIT 67 ANNEALED GLASS WITH A.090' KURARAY TROSIFOL!' PVB (BY KURARAY AMERICA, INC.) OR .WW SAFLEX 0 PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) E. 7116" LAMI CONSISTING OF (1) LITE OF X16- ANNEALED GLASS AND (1) LITE OF 3116- HEAT STRENGTHENED GLASS WITH A .090" KURARAY TROSIFOL OPVB (BY KURARAY AMERICA, INC.) OR.090' SAFLEX- PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) F. 7/16' LAMI CONSISTING OF (2) LITES OF 3/16' HEAT STRENGTHENED GLASS WITH A.090- KURARAY TROSIFOL FPVB (BY KURARAY AMERICA INC.) OR .090' SAFLEX °PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) G. 13/16' LAM] IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIRSPACE AND 5116" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A .090" KURARAY TROSIFOL *PVC(BY KURARAY AMERICA, INC.) OR.090- SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) H. 13/16' LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 5/16' LAMI CONSISTING OF (1) LITE OF 1/8' ANNEALED GLASS AND (1) LITE OF 1W HEAT STRENGTHENED GLASS WITH A.090'KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR D90' SAFLEX •PVB INTERI AYER (BY EASTMAN CHEMICAL COMPANY) I. 1X16' LAMI IG: (1) LITE OF 118' TEMPERED GLASS, AN AIR SPACE AND 5116' LAMI CONSISTING OF (2) LITES OF 1/8' HEAT STRENGTHENED GLASS WITH A.G90' KURARAY TROSIFOL PVB (BY KURARAY AMERICA, INC.) OR .W0' SAFLEX° PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) J. 1W16' LAMI IG: it) LITE OF Ire' TEMPERED GLASS, AN AIRSPACE AND 7116' LAMI CONSISTING OF (2) LITES OF W16' ANNEALED GLASS WITH A .090- KURARAY TROSIFOL °PVB (BY KURARAY AMERICA INC.) OR.090" SAFLEX® PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) K. 13/16' LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS. AN AIRSPACE AND 7116' LAMI CONSISTING OF (1) LITE OF 3116-ANNEALED GLASS AND (1) LITE OF311V HEAT STRENGTHENED GLASS WITH A.090'KURARAYTROSIFOI° PVB(BYKURARAYAMERICA, INC.) OR.090' SAFLBX'PVB INTERLAYER (BY EASTMAN CHEMICAL COMPANY) L 1X16- LAMI IG: (1) LITE OF 1/8- TEMPERED GLASS. AN AIR SPACE AND 7/16- LAMI CONSISTING OF (2) LITES OF X16- HEAT STRENGTHENED GLASS WITH A.090' KURARAY TROSIFOL PVB(BY KURARAYAMERICA,INC.)OR..090-SAFLEX°PVB INTERLAYER(BY EASTMAN CHEMICAL COMPANY) M. 1W16' LAMI IG: (1) LITE OF 11W ANNEALED GLASS, AN AIRSPACE AND 5/16- LAMI CONSISTING OF (2) LITES OF VH- ANNEALED GLASS WITH A .090' KURARAY TROSIFOL °PVB (BY KURARAY AMERICA, INC.) OR .09X SAFLEX® PVB INTERIAYER (BY EASTMAN CHEMICAL COMPANY) 2. CONFIGURATIONS:'OX' (111. VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION) 3. DESIGN PRESSURES: (SEE TABLES 1-3, SHEET 3) A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1NO. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASO CODES/STANDARDS USED: :2017 FLORIDA BUILDING CODE (FBC). 6TH EDITION 201<FLARIDA BUMNG CODE (FBC). STH EDmON -ASTM E1300 •ANSI1AFWA NOS.2015 FOR WCOO CONSTRUCTION ALUMINUM DESIGN MANUAL. ADW2016 -AISI 51M12 •AISC 36010 NOA DRAWING MAP SHEET GENERAL NOTES.............1 GLAZING DETAILS- .........2 DESIGN PRESSURES ....... 3 ELEVATIONS ..................... 4 VERT. SECTIONS ............. 5 HORIZ. SECTIONS............ 5 PARTS LIST ....................... 6 EXTRUSIONS ........ ........... 7 CORNER DETAIL .............. 7 ANCHORAGE...._ .............. 8-11 Metenel Min. FT Min. F. Steel Scm 92 ksi 120 list Elco Ul"CORD 155 ksi 1T7 ksi 410 SS Eko CmleReXO 127.4 ksi 169.7 ksi 6063-T5Aluninum 16 ksi 22 ksi A36 Steel 35 ksi 56 ksl Gr. 33 Steel Stud 33 ksi 45 ksi 4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS. 5. SHUTTERS ARE NOT REQUIRED. 6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. 7. REFERENCES: TEST REPORTS FTL4645, FTL4646, FTL4647, FTL4548, 1`71.4649. FTL4650, FTL4651, FR-0723, FTL4957, FTL-4958 AND FTL-5063. ANSVAFBPA NDS FOR WOOD CONSTRUCTION ALUMINUM DESIGN MANUAL SH700, ALSO REFERRED TO AS SH701. 9. THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 10. FOR INSULATED GLASS INSTALLATIONS IN THE HVHZ ABOVE 30 FT, ONLY GLAZING OPTIONS WITH TEMPERED CAPS (G-L) ARE ALLOWED. CERT OFglrtltpi9YYi * : NO. 587D5 JF 4H4W17 G VYLN/G/Arv411VrcntiC IVItII:IVI/. D o rr A. LYNN MILLER, P.E. FK �1215 J1YD] 4Ln,a�'ssmt° srnao NTS 1 • 11 4040-20 G FL P.E.k 58705 GLASS BITE It I I I GLASS BITE Part# DesurlpEon Material 71 Kommeriirg 4SG TPS Spacer System 72 Ouanex Super Spacer PXrwth Hot Meh Butyl Sea Nis Sheet br 73 Ouanex Duraseal Spacer Materials 74 Cardinal XL Edge Spacer v 1/8' ANNEALED OR HEAT STRENGTHENED GLASS 3116' ANNEALED OR HEAT STRENGTHENEU GLASB 090 PVB INTERLAYER NO PVB INTERLAYER iB' ANNEALED OR HEAT STRENGTHENED GLASS 3/16'ANNEALED OR HEAT STRENGTHENED GLASS NOM. 7116" LAMINATED 5I16" LAMINATED GLASS 80,81 or 82 7/16" LAMINATED GLASS 83,84 or 85 X�GLASS 71-74 aE%TALLS INTERIOR 1 I (ALL SECTIONS) .�.KURARAY TROSIFOL12'NOM. 12'NOM.PVB INTERLAYER BITE 46 GLASS BITE orSAFLEXPVB INTERIAYER BY EASTMAN CHEMICAL COMPANY 38 70 1/8ANEALED OR HEAT STRENGTHENED GLASS XlW ANNEALED OR HEAT STRENGTHENED GLASS .090 PVB INTERIAYER .IND PVB INTERLAYER 1/8"ANNEALED OR HEAT STRENGTHENED GLASS X16' ANNEALED OR HEAT STRENGTHENED GLASS 5/16' LAMINATED 7/IT LAMINATED AIRSPACE AIRSPACE VV ANNEALED OR TEMPERED GLASS 118' TEMPERED GLASS 13/16- NOM. 13/16' NOM. 13/16" LAW IG GLASS W/ 5/16" LAMI 86,87,68 or 92 13/16" LAMI IG GLASS W/ 7116" LAMI 89,90 or 91 ALUMINUM SIUMNE HOT -MELT BUM*REINFORCOMDUT POLYIS& DESICC ITFILLAREA STRUCTURAL BUMENE MIr NON SILICONE yt6'NOM. SEALSTRUCTURAL FOAM SIUCONESF JLYISORUTYLENE 1/a'NOR WITH BU ROLLFORMEO WITH DESICCANT pEBICCPNT DESICCSTAINLESS STEEL FEXT. GLASS EXT. GLASS EXT, GLASEXT. GLASS ANT. GLASS INT.GLASSASS ANT. GLASS KODISPACE SUPER DURASEAL(D XL EDGE1IL 8 4SG TIPS �SPACERONXT 11' I SPACER SPACER 070 TECHNOLOGY DRNE N. VENICE. FL UM CERT OFAUTIL/ r SM' I Fun 1 2 a 11 1 4040-20 NOTE LAMI IG OUTBOARD LITES MAY BE UPGRADED TO X16" WITH NO CHANGE IN DESIGN PRESSURE. REWSM * : No. M705 ' 1F -77 A LYNN'MILLER, P.E. FIN WINDOWS W/ HIGH SILL OPTION TABLE 1. ill FLANGE OR INTEGRAL BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT �- WIDTH GLASS TYPE 63" m'* 68 70" 72" 74" 76" HT. 1 MEETING RAIL SASH 1 48'• A,B,M .60.0 -80.0 +80.0 -80.0 +80.0 -60.0 +80.0 -80.0 +80.0 A0.0 +80.0 -80.0 +80.0 -80.0 X. Sp'• A,B.M +80.0 -80.0 +80.0 -80.0 +80.0 -80.0 +80.0 A0.0 +80.0 -800 +80.0 -80.0 +79.0 -79.0 12" A,B.M +80.0 -80.0 1 +80.01 40.0 1 .80 ol 40.0 +80.0 40.0 +78.8 -78.8 +77.3 -77.3 53118" A,B,M +80.0 1 -80.0 1 +80.0 I -80.0 1 +79.6 -79.6 1 +78.2 -789 +76.9 -76.9 1 +76.41 -75.4 1+74.0 -74.0 STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT IN GLASS TYPE 383/8' 44" 50518" 13" 72' id" TABLE 2. ]6" 48" A,B,M +80.0 -80.0 ♦80.0 -80.0 +80.0 -80.0 ♦80.0 .80.0 +70.0 -700 +70.0 -71.0 +70.0 1 .70.0 60" A,B,M '.80.0 -80.0 .80.0 -MA +80.0 -80.0 +79.9 -79.9 +70.0 -70.0 .70.0 .70.0 +70.0 -70.0 62" A,B,M +BO.D 410.0 +80.0 -80.0 +80.011 -800 +76.9 -76.9 +70.0 -70.0 +68.8 -68.8 +67B 467.6 631I8' A,B,M +60.0 -600 +80B -80.0 *M.0 11-80.0 1 +75.0 -05.0 +68.0 1 -M,0 1 +66,7 -66.7 +65.5 65.5 UPT053118" C,D,E,F,G,H,I,J.K,L +80.0 -MB +80.0 -8B0 I +80.0 1 410.0 +80.0 .80.0 +70.0 -70.0 +70.0 -70.0 1+70.D -70.0 CUSTOM VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS WI HIGH SILL OPTION TABLE: BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS WINDOW HEIGHT MINUS SASH HEIGHT (MAX. WINDOW HT. W/ SASH = 76" FLANGED AND 75" INTEGRAL FIN) WIDTH GLASSTYPEF 171/8" 1 2211116" 1 28 3/16" 33 3/4" 39 6/16" 4413/16" 1 50 3/8" 5515116" M IM" I D.E,F,J,K,L° .80.0 1 40.0 1 .80.0 -M.0 1 +80.0 1 A0.0 1 +80.0 1 -WB li +70.0 1 -70.0 1 +70.0 -70.0 1 +70,0 -70.0 +70.0 -70� GLASSTYPES: TEST REPORTS TABLE4. A. 5116" LAMI-(1/B"A,.09Q1/8"A) FTL4647, 4648, 4723, 4957 B. 5/16" LAM] -(1/8"A,.09g1X'HS) FTL-4647. 4648 C. 5/16' LAMI - 0/8"HS,.0901/8"HS) FTL4647, 4648 D.7/16" LAMI- (Wl6"A,.09q 3/16-A) FTL4645, 4805 E. 7/16" LAMI - (3/16"A,.090, 3116'HS) FTL4645 F. 7/16" LAMI - (3116'HS..090, 3/16"HS) FTL4645 G. 13116" LAMI IG-1/8" T, AIRSPACE, 5116' LAMI-(1/8"A.090,1/6-A) FTL4646, 4723 H 13116-LAMI IG-1/6"T AIR SPACE 5/16"LAMI -(1/8"A-090118"HS) FTL-0646 I. TY16"LAMIIG-118'T, AIRSPACE, 1116'L 111-(1/8'HS,.090,1/8"HS) FTLL646 J. 13/16" LAMI IG -1/8" T, AIRSPACE, 7/16" LAMI - (3116"A,-090 3/16"A) FTL-0649, 4650 K. 13/16" LAMI IG- lW T AIRSPACE, 7/16" LAMI-(3116"A,.090, 3/16"HS) FTL4649, 4650, 495B L. 13/16" LAMI IG-1/8" T, AIR SPACE, 7/16" IAMI - (311THS,.090, 3/16'11S) FTL4649, 4650 M. 13/16- LAMI IG-1/8"A, AIR SPACE, 5116" LAMI - 0115`&.090, 118-A) FTL-5063 O HT. MEETING RAIL W. -1H W NT p• MINUS SASH HT. Hy' tm MEETING RAIL SASH NOTES:1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF164.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN PRESSURES ARE UNEFFECTED. = k NO. 58705 2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. 3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 125M'MINIMUM TO 38' MAXIMUM. 4. GLASS TYPES C, G, H. AND I MAY BE USED IN SASH ONLY -p , a] 5. REFER TO ANCHOR QUANTITY TABLES S-8 FOR ADDITIONAL DP }�/� 1O'N,E XNOLFLN275 E 4!/ LIMITgrIONs. U. vse¢e. rlsavrs DESIGN PRESSURES Iwnaeo-lsm �'�SIONAL EN�?`O a: CERT.OFAOTRR9096 ALUM. SINGLE HUNG WINDOW, IMPACT fgru H1111 JR mO6D&17 G NOCHANGESTHISSHEEl. yam, .-, xa u..brc a" A.LVNN MILLER, P.E. wYe° ® 6M00 NTS 3 d 11 4040-20 G FL P.E.M 58705 F.K. 9/1N5 JJ. 2 W7 53118" MAX. FLANGED WIDTH 5211W MAX. I.F. WIDTH I�495/8'MAX. FIXED _1 D - C-�-1 I DLO (ALL) --1 — — I I �j 1 7S MAX. _.. 75' MAX. I 75' MAX. SEE DLO I.F. A A I.F. I.F. TABLE D—) HEI HT SEE DLO HEIGHT SEE DLO C�/ HEIGHT / TABLE 0 j TABLE - IL 76' MAX. 76' MAX. ]fi' MAX. FLANGED FLANGED _� FLANGED HEIGHT -- I GHT HEIGHT 38 X SEE x /j ASH SEE DLO SEE DLO X (MAX.) HEI Hi TABLE x / NTABLE / NOTE4 LI 48 1/4' MAX VENT DLO (ALL) DETAIL B DETAIL C DETAIL A VIEW (STANDARD SASH) RADIUS TOP (STANDARD SASH) 1/1 e E --1 75' MAX. I 75' MA%. I I.F. F. SEE o� I HEIGHT E—j HEI HT TABLE SEE DLO O j TABLE 0 j ]6' MAX. 76" MAX. FLANGED FLANGED HEIGHT 1 HEI HT SEE DLO TABLE X j SASH SEEDLOTABLE ! %( j SASH ' HEIGHT HEIGHT RRODIICTREVISM -- — omplyilgwiq lM FhMn Dol!Line Cock B n.cep Fb 7 -0630. D DETAIL D DETAIL E e-<r„,Dm %Ael VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH) NOTES: uc'aF/��6` 1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. 2. SEE SHEET 7 FOR CORNER DETAIL VIEWS. =*: No. 58705 % 3. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE INFORMATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & C) ARE BASED ON A THREE OVER TWO FORMAT. �0-STATE OF I.]]Nq 10>O TECHNOLOGY ORNE ELEVATIONS R. veaicE. R.xns ELEVATIONS % ' leel walsoo 'q JONAL EN �� »: csaT.oF nun,. azszse ALUM. SINGLE HUNG WINDOW IMPACT 'gryHi1U`1�� JR ONOBN] G NOCHANGESTHISSNEET. er+s.s — — -- — A. LYNN MILL ER. P.E. U. snroo NTS 4 a 11 4040-20 G FL RE.#5B705 F.K. W11M J.J. Pl2 7 F::: MAX. FIXED LITE OUTSIDE VENT DAYLIGHT 4--2.784'--I INSIDE SECTION B-B (LOW SILL SHOWN) 7, 8 OR NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR OPTIONAL BOTTOM LOCKS, (1) S' FROM EACH SIDE OF SASH. INSIDE MAX. VENT DAYLIGHT OPENING I I — I m■- I I OUTSIDE MAX. FIXED LITE DAYLIGHT OPENING MAX. WIDTH SECTION A -A INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE 47 50 2.946HIGH Stu IILP—NW�I S wLOWL+tIGILL 46 LOW SILL HEAD — / \ 68 I.F. FRAME{ 0 I OL) (LOW SILL) SEE NOTES ABOVE a12 ULTRALIFf { ONLY SECTION C-C NOTE: BALANCE PARTS USED BASED ON SASH WEIGHT 9,10,11,15,16 2.710' PROOUCI2HVIS4' . plyz„ mu Fkde * No. 38)OS' y= p : � �,�•'•, 3ATEDI:•rf. a. teen oFAurLerx�s ALUM. SINGLE HUNG WINDOW, IMPACT 'Innlll„" JR 052W1] G NO CHANGESTHISSHEET. _ _ �,,,,,� sd, u.. m.yr ,.� A LYNN MILLER P.E. FK WMZ J. 2L? r 7 ` '@ieg..m" a sNlw H ff 1 5 > 11 1... G FL P.E.0 58J05 ITEM DWG# DESCRIPTION PGT# 1 4002A FLANGE FRAME HEAD 612225 2 1156 99 X 1.000 OUM PN. SMS 781POA 3 4003C FLANGE FRAME SILL(LOWSILL) 512226 5 1626 ADHESNE OPEN CELL FOAM PAD 7PAD1626 6 4004 FLANGE FRAME JAMB 512227 7 4026 SASH STOP 612244 B 4025 SASH STOP (EGRESS)1.125 LONG 612244 9 4029 SPIRAL BALANCE, 3/8", 5/8", OR 11116' 10 1080 BALANCE COVER, 3/8"OR SIB" 6BALCVR916 11 1#8 X.750 PH. PN. SMS 7834M 12 BALANCE BOTTOM BRACKET 7BALTBKT 13 10851108E SASH TOP GUIDE 42504 15 08 X I PHILLIPS FLAT HEAD S. STL 78XIFPAX 16 1080-1 BALANCE COVER, 11116' 68ALCVR670 17 4053 SASH STOP COVER 84053 18 41)2P1 SASH BRACKET 7ULBRKT 19 #8-32 X 12" -G. PH. FH. TYPE F S. STL 7832X12FPFX 21 4054C FIXED MEETING HAL 64054C 23 4006C SASH TOP RAIL 64005 25 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G 26 1096 ISWEEP LATCH 71095 27 1016 #8 X.625 PH. FL. SMS 7658 28 4007 SASH BOTTOM PAL (LOW SILL) 612230 30 1226 WSTP., BU LB VINYL 6TP249 31 4008 SASH SIDE RAIL 612231 34 1268 SASH FACE GUIDE 42501 35 1622 LAM SETTNG BLOCK 3@2"X25/64"X 1" 71622K 36 1052 LAM IG SETTING BLOCK PX31V X 1116" 71U52K 37 1224 VINYL GLPZ BEAD BULB (THICK) 6TP247W,K 38 1225 VINYL GLPL REPO BULB (THIN) 6TP248K 41 4039B GLAZING BEAD, Will LAM GLASS. 64039E 42 404 13 GLAZING BEAD, 5110 LAMI WIGRILL KIT M4703 44 4222A GLAZING BEAD, 7/16" LAMI 64222 45 985C GLAZING BEAD, 7/16" LAM WIGRILL KIT 6985 46 4067 GLAZING BEAD, 13/1WLAMI I.G. 64067 47 4071A FRAME, I.F. HEAD 64071 48 4072A FRAME, I.F. LOWSILL 64072 49 4073A FRAME, I.F. HIGH SILL 64073 50 4074B FRAME, I.F. JAMB 64074 52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009 53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG 54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740 55 1 1014 ISCREEN FRAME(HOR.SVERJ 61014 56 1630 ISCREEN CORNER KEY WMINGS 7100 57 1631 ISCREEN CORNER KEY W/OUT RINGS 7101 58 1073 ISCREEN SPRING 7CASP 59 1 1624 ISCREEN SPLINE-.135 DIA FOAM 61624K CERT. OF AUT.J 6 REM DWG# DESCRIPTION PM 60 SCREEN SPLINE-.135 DIAHARD 61635K 61SCREEN CLOTH 61816 63GLAZING CHANNEL(.688 X.500) 6533402 64 96 X 1.000 PH. BUGLE TEK 706XI 67GLAZING MSILICOME,OOW791,899.99SORGE7700 TAPE, 1/16 X1P-W16 LAMI 62BV1510 68 SASH BOTTOM RAIL (HIGH SILL) 64051 69 FLANGE FRAME SILL (HIGH SILL) 64050 70 80 A GLASS, 5/16" LAM, (WA.090 PVB,1/e"A) 81 B. GLASS, WIG- LAM.(V13A.090 PVB,VB"HS) 82 1C. GLASS, 5/16" LAMI,(1/8"HS,.090 PV$1/8"HS) 83 D. GLASS, W16"LAM. (3/16"A.090 PVB,3/16"N 84 E.GLASS, 7N6" LAM,(3116A.090 PVB,3/16"HS) 85 F. GLASS, 7/16" LAM.(3/16"HS,.090 PV8,3/16"11S) 86 G. GLASS. 13/16"LAMI IG: 1/8"T, AIR SPACE. 5/16'LAM,(WAD90 PVB,1/8Y) 87 H. GLASS, 13/16"LAMI IG: 11B"T. AIR SPACE, S/16"LAMI,(1/8"A.090 PVB,lM'HS) 88 I. GLASS, 13/16" LAMI IG;1/8"T, MR SPACE, 5/16" LAN{ (1/9'HS,.090 PV3,1 WHS) 89 J. GLASS, 131W LAM IG: Le"T. AIR SPACE, 7116" LAMA. (3/16"A.09D PVB,3/16"A) 90 K GLASS, 13/16" LAND IG; 10T. AIR SPACE, 7/16" LAMI, (3/16"A.090 PVE 3/16"HS) 91 L. GLASS, 13/16"LAMI IG; 1/8"T,AIRSPACE, 7/16"LAM,(3/16"HS,X90 PV8,3/16'11S) 92 M. GLASS, 13/76"LAMI IG;1/8"AAIR SPACE, 5116"LAM,(1/8A.090 PV$1/8" �2384 062 47 FRAME, I.F. HEAD #4071 A. 6063-T6 48 FRAME, I.F. LOW SILL 114072A, 6063T6 2.374 2471�_ .062 NOM THICKNESS °1 50 FRAME, I.F. JAMB 49 FRAME, I.F. HIGH SILL #4074B, 6063-T6 #4073A, 606&T6 (USED AS RADIUS TOP HEAD) �. No. 58705 D _ � � F.IC 9'IA15 JJ� 12R3117 .,,mn,nccm,.m 5N]W NTS 1 6 > 11 404620 G FL P.E.# W05 1f-2.784-{ .062 I 2.8W 2.330 062 O FLANGE FRAME HEAD R4002A, 606 n 12.784 g1 T49 O3 FLANGE FRAME SILL (LOW) =03C, 6063-T6 2.T10 1 )--1.513--{�.T38 .062 .490 No .062 I--1.451-I� FLANGE FRAME JAMB O M1oSH OVER 063TS 17 SASH 53,06063 O *1004, 6063T5 (USED AS RADIUS TOP HEAD) --{ 1.342 �— �I '---22T9--7 1.W9 .062 � �] .062 062 21 FIXED MEETING RAIL 23 SASH TOP RAIL PI054A, 6053HD.T6A\ A 006C.6063H5-T6 F—Z784—I 69 FLANGE FRAME SILL (HIGH) #4050A, 6063-T6 I-�2.326----1 2.838 .062— 0-1 68 SASH BOTTOM RAIL (HIGH) p4051 A, 6063T5 SEALANT ALONG ENTIRE JOINT I VIEW D-D VIEW E-E (111&VIEWHEAD&SILL, RADIUS TOP SILL) (RADIUS TOP HEAD ONLY) FRAME CORNER CONSTRUCTION row — 1.165 .062 1.349 GLAZING BEAD, 5/16" 41 "0395.6063T5 28 SASH BOTTOM RAIL(LOW) 84007. 6083T5 05) 0 i1 .678 ,.696 666666--.I- lll��^{lll��� T ISGLAZING BEAD 7116" #4M2, 6063T5 31 SASH SIDE RAIL # WB. 6063T5 C .T. 01AVM.� .050__.67 _j;8 1.11544 1 45 GLAZING BEAD, 7/16" M985C, 6063T5 (USED WI GRILL KIT) ALUM. SHHp .678 050 1.096 -T 42 GLAZING BEAD, 5/16" 114044B, 6063T5 (USED W1 GRILL KIT) 1 .6I .050 T--I- 1 �1.09] 46 GLAZING BEAD, 13/1� #4067, 6063T5 1 FRAME CORNER DETAIL HUNG WINDOW, IMPACT vw 7 e 11 4040.20 BOSS (2) I:;nnucrAEvlsFv .n �amdvwv eiN Ps}I.'Na `.tia0(JY LYNv "',.. Q: * : Na. 58705 ' O0 ��So FSSSS<IIIIAAAAORIOP.•��ie�24`C ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE 5. WINDOW HEIGHT SUBSTRATE: 28.6D3 34.603 40.603 46.603 52.603 58.603 64.603 76.000 ANCHOR TYPE: �p z 0n0 z zmp z NO^ONOrvO^OcTO zmp z znp `N z zmp z zmp ry z zm0 z o10^0 z WINDOW GLASS HO,vO^ONO�0 0Ill O U U U O O.-ONO,NO^ O U U ONO U O^O U U NO O O WIDTH TYPE O O O 3 3 3 C,D,E,F,G, 7 1 1 1 1 1 7 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 H,4J,KL T t'.2 _. __ 1;t 1:.1 1'2 t 1 1,2 . _ 212 _. 1�2 2i2 2!2 2;2 22 2'2 2 P 2�2 2'2 2 2 2 2 2 -" i 2 2 2 -- 2; 2 2� 3 .. ��- 2 2 313 19.125 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AB 1121f1111.211122,21;22,22.2222�.221222222;22222222122;22132123T3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 t 1 1 1 1 H,I,JK,L 1I2 iqJ 1'�,2 1 2 1:2 112 2`2 1,2 2i2 2 2 2 2 2 2 212 212 2;2 2..3 2j2 2 2 213 2'2 2..21 3�3 2i2 313 24.000 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A ' ___ 1�2 _ ij7 712 112 _ 1 2 1 2 ____ 2!2 1!2 2;2 2'2 2!2 _ 2.2 _. 2; 2 ,_._ 212 2i2 _f. 2i3 _. 212 2 2 _....-..._ 2!3 21- 2 2':3 313 ,.. 212 _ 3'3 C,D,E,F,G, 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 2 1 1 2 1 1 2 1 1 H,I,J,KL 112 112 2j2 73 1 2 2 2 2,3 1.2 2'3 2 3 2'2 213 2i3 2'12 2'3 3!3 2'2 3 3 3i4 312 3.3 3'4 313 4L4 32.000 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t i 1 ABM -__._-.. 112 1;2 2 2 2;3 - 1',2 __ 212 _... 2;3 1 2 _. 2 3 ..- 2'3 ----'. 22 2�3 2i3 2 2 .- 2 3 33 212 313 314 312 ._........ 3.3 3114 _._....:- 33 4j4 C,D,E,F,G, 1 1 1 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 H,I,JK,L 2r2 .. _.. 1!2 .. 2j2 2'3 _ 1 2 213 _. _ 2!3 __ 2,2 _ _ 2 3 _.. 2;3 ..._ 2;2 _.—, 2i3 2,3 2 3 ,.. 213 ____. 3,4 _ 2!3 ...__._ 3 3 314 ._ 3j3 _....__ 34 _ 315 _ 3!3 4�4 3T000 1 t t 1 1 1 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 AgM .. 2121'22.2 _ 213 1 2 _ 213 2,32:2232,32'2 - 2132,32;32,3342 _ - -. 3 _ 3;334 _. 3,3 3,43j5 3'3414 PSF 79 C,D,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40.000 H,I,J,K,L 2 2 ij2 2'2 2 3 2;2 223 213 2,2 213 2 3 213 23 214 213 313 3i4 2 3 3!4 3',5 3`3 314 42 3;3 4"4 M 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 t`:2 2'2 2,3 2 2 213 2!3 2;2 2,3 2 3 2 3 2�3 2:4 2.3 3;3 3�4 2 3 3;4 3;5 3 3 3'4 415 33 414 SF 79 ,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 ,L 2 2 22 _ 2;2 __ 21.3 2�;2 _ 213 -_-_ 2;3 . , 2 2 3'3 2i.4 2 3 3t�3 . _._.., 3�4 2 3 3i3 314 2i3 3!4 3j5 3 3 __ 34 4�5 ..__,_. 3,4 415 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 M 2 2.2 ,2 2!2 2;3 2 2 2 3 -2_, 23 _2__ 2'2 3:3 214 2 3 33 3�4 Z;3 3'3 3;4 213 3j4 3i5 313 34 4,5 34 4;5 PSF 79 79FG, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 IPS 2 2 2 2 2 2 2 3 2 2 2113 __ &4 2 3 33 _,_ 3�4 2 3 3 4 3 4 23 314 3;5 3 3 314 3.5 3 3 _L 4 5 4T6 3 42 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2223 2 2 3 2 2 2 2 2 2 2 2 i3 22 213 3i4 23 3 3 3142133 4 3''4 2 3 3i4 3j5 3F3 3j4 315313 4 5 4.6 3 4PSF 72 79 79 F,G, 2 2 2 2 2 2 2 2 2 2 2 23 2 2 323 2 3 3 2 3 L 2 2 22 2 2 213 2 2 2*r3 3 4 2 3 3j43 4 23 3;4 3 4 3i3 343'S 3?3 4�4 4:634 4 5 4,6 3.4 516 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 2 2 3 2 3 M 2 2 2.2 2 2 2 3 3;4 2 3 3�4 3 4 2 3 314 3,4 3 35 _2 3 3 4 4 4�5 3 3 4'5 4 6 314 415 2 2 2 3 ,a,1 <ea-+sro CEFT.OFpVI1(l6TiB ANCHORAGE SPACING, ALUM. SINGLE HUNG WI ® srow NTS 1 8 s 11 1. ANCHOR TYPES: 1 -11V ELCO ULTRACONS OR N12 SCREWS INTO METAL 2-1/4-ELCO S54 CRETE-FLEX 3 4t12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS. HEAD -18 1/2- MAX. FROM TOP CORNERS JAMBS-171/2- MAX. FROM TOP CORNERS 15- MAX. FROM BOTTOM CORNERS 6' MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS, INTEGRAL FIN DIMENSIONS ARE V LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: M4X. PSF (DP LIMPTED)� 118 HEAD 2 JAMB ABOVE 2 3 MTG. RAIL t'ROWCIR6YISED m. cash JAMB BELOW MTG. RAIL i±m1e:�1c'°so4a�`m OG38.0$ (FULL DP) e. mvm OR[ /m21 6s. HEAD 2 Mr+ni a&RW;4rC JAAB ABOVE 2' 3 .... MTG. RAIL .��Op1Y LYNAt ve, I JAMB BELOW `� �'�.' JLENSF-. P.' F SEE TAB LE 1 FOR _=*;' No. 58705 .P FULL DP - :Lq T :A�'.UATE ��17 ununnu.c 4040-20 A ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6. WINDOW HEIGHT SUBSTRATE: 29B55 37.155 44.655 52.155 59.655 67.155 74.655 76.000 ANCHOR TYPE O z `N O� .o zo,o ONON U ❑ 3 O z O� O O z❑O ONQQN O a 5 O z O' U O zN0 0 U ❑ NQ`� S O z O' U O zn0 ONON U ❑ O z 0-ONO`� O O zqO 011 ❑ o z O` ❑ O z.,o ONQQN U ❑ S O z O'-ONQQ`"O�O O O zM0 O ❑ S ❑ z U o z O WWDOW WIDTH GLASS TYPEU C,D,E,F,G, H,I,J, K,L 1 _--. 1 1 1 1 7 1 .-- 2'.2 1 _.__ 2;1 1 2 2 1 2 2 1 2N 1 _....-__ 2 2 1 2'2 _ 1 l2 1 ._. _ 2i2 1 _._ 2'2 1 2 2 1 2 2 1 ._,_. 2;2 1 2 2 1 2,2 1 _ 312 1 2I2 1 -2 3 2 1 _.... 3'2 1 , 2 2 1 312 19.125 [719 111 111 -_. 2i2 2l1 _ 2 2 1.. 2,2 _ 2.1 -T-. 2 2 __- 2i2 .. _ 2[2 1111 __ 2'2 2 2 _ 22 .. 2 2 212 2 2 __ 2,2 ..._ 3;2 _I 2 2 3'2 32 2i2 312 PSFC,D,E,F,G H,I,J,K,L 1.1 124.000 1 1 212 111 212 2�2 2 2 V2 212 2r2 2,2 2 2 2 2 3 2 312 2I2 312 3;2 2 2 32 3;2 212 3'2A,B,M 1 1:1 1 1 1 1 ___ 2L2 1 1�1 1 212 1 2 2 1 2 2 1 2�2 1 2'2 111 2-2 212 2 2 2 2 3 2 3:2 2T2 312 31i2 2 2 312 3:2 212 312 PSFI 68 77 32.000 C.D,E,F,G, H,I,J,K,L 1 1 1 1 1`1 1 1 1 1 22 1 2l2 1 2:2 1 23 1 2:2 1 2 2 2 3:3 1 212 1 313 2 3;3 1 3 2 1 3 3 1 3,3 1 2 2 1 3;3 1 413 1 3,2 1 4;3 1 53 1 32 1 4.3 A,B,M 111 1,1 711 22 2'2 212 - :3 1 212 1 2,2 2 3i3 1 2 2 1 3 3 2 3;3 1 3 2 1 3 3 1 3,3 1 212 1 3i3 1 4,3 1 312 1 4 3 1 4'3 1 3-2 1 4!3 PSF 59 67 79 37.000 C,D,E,F,G, H,I,J,K,L 1 1 1 1 1 1 1 2 2 2 1 2,2 1 2'2 2 2,.3 1 2.2 2 2 3 2 3i3 1 2 2 2 3 3 2 3'�3 3 2 313 1 3 2 2 313 2 413 1 31'2 2 413 2 4,4 1 312 2 4'3 1 1 A,B,M 1 1 t 1 2 2 2I2 i . _..__ 2I2 2 213 1 .� 2'2 2 __ 213 2 _,_ 3i3 1 ..� 2,2 2 .., _ 313 2 ..o 3�3 3 a 2 , 3i3 1 3 2 2 313 2 4,3 1 3I2 2 ,_-,_._.7 413 2 4I4 1 312 2 4'3 PSF 54 79 62 1 79 40,000 C,O.EF,G. H,I,dKI 2 1 1 2 T 2 1 1 2 2 2 2 _.-._ 2i2 2 _.- 2'2 2 213 2 _ 212 2 _.,- 313 2 _-. 313 2 _ 212 2 3i3 2 4,3 2 _ 3 3 2 .,_ 4 3 2 _,._-3 3.3 2 .._.___ 313 2 4'3 2 4 4 2 3.3 2 4 3 2 4I4 2 3,3 2 5'3 AB,M 121 121 121 222 ' 2?2 _ 222 _ 223 .. 222 3?3 ._ 323 1.. _.,-,. 222 3?3 _ 4'.3 - 323 4,3 .. 3'.3 2 . 3.3 2 4'3 2 4'4 2 - 3 3 2_ - 4 3 2 4'.4 2 3 3 2 5.-. 5i3 PSF 49 79 56 79 79 44.000 C,D,E,F,G, H.I,J,K,L 2 1 1 2 1;1 2 1 1 2 2 2 2 22 2 2 2 2 3'3 2 2 2 '2 3',3 2 3�4 2 2,3 2 313 2 4'4 2 3;3 2 4 3 2 4r4 2 3'3 2 _ 4.3 2 4 4 2 3 3 2 r 413 2 --__ 44 2 - 31.3 2 -- 5i4 A,B,M 2 2 2 1 2 2 2 2 2�2 2 2 2 2 3 3 2 212 2 33 2 3'4 2 2'3 2. 33 2 44 ,2_.._ 3 3 4 3434 2.1�4 _2__.1 4 3!3 451 74 79 79 48.OD0 H,I,J,K,L 1 1 1 1 2 1 1 2 2 22.2 2 2 2I2 2 3 3 2 212 2 3;3 2 3'4333I3 2 2 3 4'4 2 3'3 223 4 44 4 4'.4 2 4 3 2 Sj4 32 414 4.3 2 5'4 7 1 T 212 2�2 2 2 2 3 3 2 2 2 2 3 3 2 3.4 2 3 3 2 3=3 3 4'4 2 3 3 . 22 4 4 4.4 ,3 4 4 2 4 3 2 5 4 3 __ 4A 2 __._,._ 4.3 2 5.4 PSF 41 67 46 67 76 79C,D,E,F,G, 53.125 H,I,J,K,L 2 1 1 2 1 1 2 11 2 2 2.212 2 2 2 2 3 3;3 2 3 3 2 3 3 3 4 4 2 3 3 3 4 4 3 4 4 2 3 3 33 4 44 4 3 5'5 2 4f3 3 5 41615 3 2 413 3 5 4 A 9,M 2 2 2 2 2 2 2 2. 2 2 3 3 3 3,3 3 3 4 4 3 3 4 4 4;4 3.3 4 4 3 4 4 2 3 3 2 4'4 3., 5�4 .2 4!3 3 5'4 3 5!A 2 4.3 3.,. 5 4 t 1 7!1 1 1 212 N VEN CE Fl.3a])5 F 11\ ANCHI (smlaeo-lcoo CERT. OF RN1X. lQFZ ALUM. 9 • 11 1, ANCHOR TYPES: 1-1/4- ELCO ULTRACONS OR 412 SCREWS INTO METAL 2 - 1/4' ELCO SS4 CRETE-FLEX 3-#12SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -18 VT MAX. FROM TOP CORNERS JAMBS-171/2- MAX. FROM TOP CORNERS 15" MAX. FROM BOTTOM CORNERS 6- MAX. BELOW MTG. RAIL SILL -ANCHORS NOT REQUIRED 3. INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES USING THE DIMENSIONAL CRITERIA OF NOTE 2. 4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE V LESS. 5. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE IS AVAILABLE. 6. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REQUIREMENTS. TABLE KEY: MAX. PSF OF LIMITED) 117 HF_AD 3 JAMB ABOVE 3 3 MTG. RNL JAMB BELOW MTG. RAIL FULL DP HEAD 2 JAMB ABOVE 2 2 MTG. RNL JAMB BELOW MTG. RAIL SEE TABLE 2 FOR FULLDP NDARD VIEW 9W, IMPACT ~4040.20 G �.,"p(.. LYf.. 4y" ,I No. 58705,P OT� ST ED /(U�7�: 6` °LORION.: X2 c ANCHORQUANTITIES ABOVE MEETING RAIL HEAD&JAMBS, CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE7. WINDOW HEIGHT UNUS SASH HEIGHT FROM TABLE U. SUBSTRATE: 17.125 22.669 1 28.211 33.754 39.296 44.839 1 50.382 55.925 E: ❑ N O 3 0 N O 0 ` oa ❑ o 0 O`❑Lg3Lv O ❑ 0 00�00N D ❑ 0 N00�UW$N U o S D 0� 0 UNO ❑ > 0 N��Or'QNV'p0�QN00'00 0 ❑ S 0 U ❑ 5 ❑ 0 LASS TYPE ,E,F,J, K.L 1 1 1 1 1 1 1 Y 1 2 1 2 1 2 7 2 1 2 7 2 1 2 1 2 1 2 2 2 3 2 3 1 3 1 2 1 3 1 3 1 3 1 3 ,EF,J.' 1 11 1 1 122 1 1 1 222 1 1 1 2 1 2 1 2 1 3 i 3 1 2 1 3 1 3 1 2 1 3 i 3 1 3 1 3 11 3 3 iK,L 4,E,F,J, WD,E.FJ. 1 1 1 1 7 1 2 1 2 1 2 2 3 1i 2 3 2 3 1 3 1 3 3 2 3 4 11 3 4 4 11 3 4 53 1K.L1 5PSF 79 ,E,F,J. 1 j 1 1 t 1 2 2 1 2 2 2 32 1 2 3 2 3 1 3 2 4 2 3 1 3 2 3 22 4 3 4 4 1 4 2 5 2 5 1 4 2K,L 5PSF 2 79 79 79 79,E.F.J, K,L 2 �-j 2 1 2 t 2 2 2 2 2 2 _ 2 3 2 2 4 2 3 2 4 2 4 2 "3 2 4 2 4 2 .. 3 2 .. 5 _ 2 4 _ 2 4 2 5 2 5 2 4 2 . 6 2 3 3 PSF 79 76 ]9 77 ]- 79 79 44.000 D,E,FA K,L 2 2 'I 2 2 2 '2 2 2 2 3 2 3 2 4 2 4 2 2 4 2 3 2 5 2 4 2 3 2 5 2 5-- 2 - 4 2 5 2 5 2 4 2 6 1 1 2 2 3 4 PSF 78 79 70 79 79 71 79 73 ]6 48.000 D,E,F,J, K,L 2 2 2 2 2 2 2 2 3 2 3 3 4 2 4 2 4 2 5 2 4 2 5 3 5 2 4 2 6 3 5 2 4 2 8 3 6 2 5 2 6 t � � 2 2 2 3 PSF 71 ]9 63 ]1 79 64 7d fi6 77 69 69 53.125 D, E,F,J. K,L 2 2 2 2 2 2 3 2 _ 2 3 3 4 2 4 3 4 3 5 2 4 3 5 3 6 2 5 3 3 6 2 5 3 7 3 6 2 5 3 7 i 1 1 2 2 2 3 3 6 ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT. TABLES. SASH HEIGHT SUBSTRATE: 12.776 15.776 18.776 21.776 24.776 27.776 30.776 31.106 ANCHOR TYPE. O h o SS o z 0 z O 0 0 ry 9 5 o z N o` 0 O zr0 0 O 45 o z `N o` L' 0 z o 0 �'+O p" 5 0 z o �' 0 z o �' 0 �+o ri 4 S 0 z `V o o z -- o O O �'?O„,z ry p 5 o 0 z o O 0 m ON N P S o z $' O z O M0 N O 5 o z `V o0 0 z o O WINDQw WIDTH 19,125 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24.000 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 32.000 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3 79 37.000 2 1 2 2 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4 74 4D.00D 2 2 2 2 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 68 78 44.000 2 2 2 2 2 2 3 2 3 3 3 3 4 3 3 4 3 4 5 3 4 5 1 3 4 63 72 79 48.000 2 2 2 2 2 2 3 2 3 4 3 1 3 4 3 4 4 3 4 5 3 4 5 3 4 73 58 66 72 53.125 2 2 2 2 1 2 2 3 3 3 4 3 1 4 1 4 3 4 5 3 T4 5 3 5 5 3 5 %D TECHNOLOGY D0.IYE 0M N. VENiCE, FLY95 ANC IBt111B0-16W COTT. OF MITI. p29 ALU, ANCHORAGE NOTES: 1. ANCHOR TYPES: i- 114- ELCO ULTRACONS OR N72 SCREWS INTO METAL 2. lle ELCO SS4 CRETE-FLEX 3-N12 SCREWS 2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING DIMENSIONS: HEAD -1812" MAX. FROM CORNERS JAMBS -17 W" MAX. FROM TOP CORNERS 11 12' MAX. ABOVE THE MEETING RAIL 6-MAX. BELOW MTG. RAIL 15- MAX. FROM BOTTOM CORNERS SILL -ANCHORS NOT REQUIRED 3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM VIEW WINDOWS FROM TABLES 7. AND S. USING THE DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW. 4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW WINDOWS ARE 12 518" MIN. TO 35' MAX. 5. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE 1'LESS. 6. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND GLASS TYPE I$ AVAILABLE. 7. SEE NOTE 4, SHEET 11 FOR METAL SUBSTRATE REDS. TABLE 7. KEY: MAX.PSF SEETABLE3FOR (DPLIMRED) 112 FULLDP HEAD 2 JAMBMTG RAII RAIL 2 MTG. (FULL DP) 2 HEAD ? JAMB ABOVE 4 MTG. RAIL TABLE 8. KEY: MAX. PSF (DP LIMBED) 112 JAMB BELOW1 2 MTG. RAIL FULL DP) JAMB BELOW 2 MTG. RAIL ; * : No. 58705 SEE TABLE 3 FOR FULLDP shoo I NTS 1 10 • 11 1 4040,20 A. AND LJ EXTERIOR INTERIOR C:> NOTES' 1. FOR CONCRETE APPLICATIONS IN MIAMI-DAOE COUNTY. USE ONLY MIAMI-DADE COUNTY 1-CON N. HOR)EDGE (ULTRACONAN. ALL HEAD AND SILL DETAILS ( ) HOR (SEE NOTE 283) WEE NOTE 2&3 APPROVED 1f4' ELCO ULTRACONS OR I/4'SS4 CRETE-FLEX. MINIMUM DISTANCE FROM EDGE 2-1/2'MIN. EDGE CONCRETE ANCHOR 2x WOOD BUCK EDGE INTOCONC.,2-1/2'E.D. FOR NS CONCRETEFLEXIN INTO CMU AND CRETEFLEX O CONC. ULTRACONS INTOCADE (CRETEFLEX ANCHOR (SEE NOTE 183) (SEE NOTE 3) 1"MIN. EDGE INCOUNTY. USE#12 STEELSCREWS FOR WOONSANDC71ONS IN 2. FOR COUNTY,USE#12 STEEL SCREWS(1`16 TAILS aDE S4 CRET -FU5XIFOR DOR0NhAz2-1/l COMMON NAILS 114'S-0 CO KSIMIN. CONCRETE Z(CRETEFLEXFORDETAILSB8 IN MO67 UNTED S-O] Z (ed)) 8tl PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10—FIN MOUNTED E, FAND G THIS SHEET) •'• 1314' MIN. — ONLY (SEE DETAILS •' 3. W000 BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS tx ARE BUCKS WHOSE OPTIONAL 1z WOOD BUCK O �� — �w TOTALTHICKNESS IS LESS THAN 11X. lx WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS aARE (BEE NOTE 3) ICE ORGREATER INSTALLATION THE OF WOOD BUCKS BE V4' MpkJ ENGINE D AUTHORITY N. ENGINEERED ENTTOAL OR AS APPROVEDBYMSHOLB A MINIMUM NIMUMSOIENGTH BE AMINIMUM STRENGTH 4. FOR ATTACHMENTTOALUMINUM, THE FOR SHIM SHIM S. 6p63-TS AND AMINIMUM OF IB'THICK. FOR ATTACHMENTTNDAMI OR STEEL STUDS, ATTACHMENT S AMINIMUM OF 045' 1-1/4" MIN. EDGE 1-3/4- MIN. EDGE (I 1/4' MAX. SHIM - 2-UY DETAIL DETAIL THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 33K I - THICK. THE METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x {� 13/4• MIN. EDGE(ULTRACON INTO CONC.) WOODBUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL I I F-2-12"MIN. EDGE (ULTJCRETEFLEX INTO CMU& CRETEFLEX INTO CONIC.) ENGAGEMENT INTO THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED. 3N. 1/4' MAX. SHIM 4TI P 1 1 1/ CONCRETE ANCHOR, FH BELOW MEETING RAIL (SEE NOTE 2) 1 S. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS, 6. FLAT HEAD ANCHORS. WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS. INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO _r CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE V MIN.EDGE FLORIDA BUILDING CODE. I 3.35 KSI N. CONCRETE . "— OR 1.5 KSI MIN. CMU _AZ iz BUCK OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (SEE NOTE 3) DETAIL C DETAIL D TYPICAL FLANGED JAMB ANCHORAGE 1/4' 518' MIN. EDGE AOEDMENT MAX. SHIM WOOD FRAME .131' DIA. MIN. x 21/2' NAIL, AT CORNERS AND S O.C. 2.112" WOOD ANCHOR, FH BELOW MEETING RAIL.(SEE NOTE 2) INTERIOR (ALL JAMB DETAILS) EXTERIOR 15 1l4' FRAME MAX. SHIM .131' DIA. MIN. x 21/P' NAIL AT CORNERS AND S O.C. EDGE —�5B'MIN.EDGE �.1'Dik MIN. 1 L 4' 1/2 NAIL, x2 0III MAX. AT CORNERS II SHIM AND 5'O.C. 2-12"EMBEDMENT DETAIL F, (HEAD) DETAIL E. (JAMB) - DETAIL G, (SILL) TYPICAL INTEGRAL FIN ANCHORAGE 10]�tECHNOLOGYORNE N.vsNicE.nT.11s °ice' ANCHORAGE DETAILS M uaeweoo ALUM. SINGLEHUNG WINDOW, IMPA( iromAraiNtwzot7FecpucHDRADe."TOF A1"""%18 u ar o w.wrs,�u*.m axmo MS 11 +71 404040 ME 58705 r =v:C1 %OT 5]A E OF (V •,S,�ONAL,,1E1�s�` 0. LYN,IN i.Iff%" P.E. FL P.E# 58705