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HomeMy WebLinkAboutNOAw �rvvw� � MIAMI DARE COUNTY M'® � PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Sheet, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade eovleconomv PGT Industries, Inc. SCANNED 1070 Technology Drive North Venice, FL 34275 BY SCOPE: St. Lucie County 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 AHD (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 "Pw7720A" Alnminnm Fixed window — L.Md. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12113, with revision D dated 03/16/18, 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 IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufachtrer'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 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 and renews NOA# 17-0614.11 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ' NOA No.18-0430.05 n+nntoNOE eourrrr Expiration Date: February 10, 2024 Approval Date: August23,2018 8 Jt3118 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOANo. 08-1112.09) 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 11 of 11, dated 04/12/13, with revision C 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® NXTrM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FIL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idahnis Ortega, P.E. (Submitted under NOA No. 16-0629.14) 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 Wmd Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No. 13-0502.03) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. F11-3835 and FI'I,3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) Manuel a .E. Product Control er NOA Na 1 30.05 Expiration Date: February 19, 2024 E-1 Approval Date: August 23, 2018 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC P Edition (2014) and FBC 0 Edition (2017), dated 09/15/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. 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. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayer" dated 06/25/15, expiring on 07/04/18. 3. TREMCO Part No. T'R-14271E EPDM exterior glazing gasket complying with the following: a) ASTM C864 Specification for Dense Elastomeric Compression Seal Gaskets, Setting Blocks, and Spacers with Option 11 exceptions. b) ASTM D412 Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension of 1600 PSI. c) ASTM D395B Test Methods for Rubber Property - Compression Set for 22 HRS 158°F. d) ASTM D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 1431b/in. L Manse Pe E Product Control er NOA N1 .O5 Expiration Date: February19, 2024 E-2 Approval Date: August 23, 2018 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1, Statement letter of conformance to FBC P Edition (2014) and FBC 6"' Edition (2017), dated 08/29/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 06/09/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, RE 4. Proposal No.16-0125 issued by the Product Control Section, dated 03109/16, signed by Ishaq Chanda, P.E. 5. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under NOA No.13-0502.03) 6. Laboratory compliance letter for Test Reports No. FTL-3835 and FTL-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Sub► Wed under NOANo. 03-1105.01) G. OTHERS 1. Notice of Acceptance No. 16-0629.14, issued to PGT Industries for their Series "P W- 701/720/820" Aluminum Fixed Window — L.M.I." approved on 08/04/16 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS I. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision D dated 03/16/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. Manuel er , Product Control er NOA No. is -woos Expiration Date: February 19, 2024 E-3 Approval Date: August 23, 2018 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. Test reports on: 1) Air In&ltration 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, and TAS 202-94 7) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11) and ANSI Z97.1 (400 foot-pound impact) along with marked -up drawings and installation diagram of a series PW7620/PW7720 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7763, dated 03/19/18, signed and sealed by Idahnis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 60' Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Ina for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6t' Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Product Control Unit Supervisor. I 1. Notice of Acceptance No.17-0614.11, issued to PGT Industries, Inc. for their Series "PW-701/720/820" Aluminum Fixed Window—L.M.I., approved on 1011,2.14 and expiring on 02/19/19. Manuel Per oduct Control Ens NOA Na 18-0430.05 Expiration Date: February 19, 2024 Approval Date: August23,2018 E-4 1) THIS PRODUCTHAS BEEN DESIGNED&TEEIEDTOCOMPILY WITH THE REOUIREMENTS OF WE FLORIDASURDWG CODE, INCLUUINGTHE NIGN VELOCRYHURRGVHEZONE (HVNTJ. WHENUSED INWTIONSA EGI DEBRIS DEBRISREGIONS. FORINSULATED(CAM IUSTTEMPERNSABOVE SO US.MR INSULATEDO NSULT IN THE I1VHR, THEOUIBOMO LRE(CMI MUST TEMPERED. 3) FORMASONRYAPPLiCATIONS W MWAI-0 ISCOUNTY.USEONLY A MASONRY IEO RACOUNTY VAL PINE, AS Me USED FOR NPME,ASER CIO SOUTHERN USEDDRETE REVALITSAND WEREEETE MASONRY CONCRETE MASONRY UNITS AND CONCRETE W IM MIX KBI PER VMH ANCHORTVPE. 4)ALL W000 SUCKS LESS THAN 1.1W THICK ARE TO BE CONSIDERED A 1XINSTALIAMONS. 1XWOODSUCKSAREOPTIOMILIFUMTIS SHEET INSTAM ODIMMYMSUBSTRATE.W000BUCMDEPLIMASZX ARE1-1R'THICKORGREATER.IXA VBUCIt fflN USEMSI I BEDESIGNMMPROPERLYTRANSFERU)ADSMTHESTRUCTURE. Y.00DBUCKDMIONMDINSTALLATION1STI REBPONSm6RYOF J3_ THE ENGINEER, (MM ORMCHTECTOFRECORD. (AOFO. 12•MAR O.C. &)ANCHOREMB EWMO EMATERIALSINM.BEBEYONDWALL r DRESSING OR STUCCO. UBEANCHORS OF SUFFICIENTEMEDMIM. NARTIOWJOBITBEAIANTMUSMONALLFOURCOw SOFTHE FRAME IN9TALLATIONANCH�RS SHOULDBE SISTMCEOF SEAUN(BFIA6HING STRATEGY FOR WATMMD ISTANCEOF OTIIERBAND130EYONDTIIE WSTALIOFTH SEINSTR CTONS. SCOPE OFIHESE WSTRUCnONB. I 6)MI 114- SHIMS ME REDUIREOATFACHANOW)RLOCATION 1 WNERETHEPRODUCTISNO RMHMO SUBST MUSESHWS CMASLEOFTRANsME GMPLIEDLOADS.WOODBUCM,BY OTHERS,MUSTBES CIENTLYMCHOREDMMISTLMS S,1Q•F WPOSEO ON THEM BYTHE WINDOW. 7) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL YME TEST PRESSURE, FRAME ANALYSIS AND GLASS PERASTM SON. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, .B•nP-TaTwvnmH 4CBUCKWIDTH — _ 45-19•WSIBLE y LwH wow 4CBUCNW0n11 uGHrwIDn1 &17r MAR .SH j I wMAI(. 17w sum, I / 911/4- J—'— /RIGHT IrMAX. ua1T O.C. / HEIDN r 9-T TIPP TIP HE10Ht MAX. DESIGN PRESSURE RATING IMPACT RATING VARIES, SEESHEETSM LARGE&SMALLMISSXE IMPACTRESISTANCE SUCK HEIGHT 93.1mr VISIBLE LIGHT HEIGHT VMAX. O.C. 4CBUCKWIDTH 48.1/4•VISISLE LIGHTWmTIH j�--12•MAR TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION ELEVATION BTRUCNRAU CYCLE TESTPRE83UpE, FRAMEANALYSISANOOLASS FIGURE I: /I PERASTME13M C. DESIGN L ARE BASED ON ALLAWABLE STRESS DESIGN,ASD 8) THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 3110% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT WE 1S LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS TIATCOLIEHMO COMACT OTHER FI.DRILARMAIERLCO FDAU. MEET THE REQUIREMENTSSTANCOFTHE FLORwA BUIIOIN0000E FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS F 035. MO, 7212 & 18-7783; ELCO ULTRACON NOA' ELM CRETEFLEK NON ANSVAFSPA NOS r MAR 1 VALUESAND SIZES FOR I GLASS TYPE86a 911N' SERIES NAMECHANGET_ VISIBLE rc 772GAFROM720. LIGHT IIEwIT HEIGHT 0 g 3 0y eal d w z C MAX. O.C. LpU —RCD ?Z� CD 0 ,B .yY F oI Ir O.C. 6HAPESAS SHOWN BELOW OR SIMILAR, MAY SE MM SYINSCRIBWGTHESMM W ABLOCK MAC. AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIDE FROM WE TABLES ON SHEETS 2A. ANCHOR SPACING TO BEV MAR FROM CORNERSAND 1r O.C. NAX. FORALLCURVEJI RIA E MEMBERS. SEE FIGURE I, TMSSHEET. € AO.C. x F--WIDTH --{ F- WDTx --I �wIDTN rl 1. / ilI I ' I / i' d 'L lL J I y MAX. FORWOODCONSTRUCTIONMDALUMINUMDESIGNMANUAL 1 N—YAOTH—-i I — NOW --I I—IMOTH —'I F�VADTH+I TABLE 1: 10) THE 7720A SERIES WAS FORMERLYCM UNI THETZWSZOSENIES CODES l SrANBAIRDS USED: 1.2017 FLOR)DA BUILDING CODE (FBC), 6TI7 EDITION .ASTM E730040 ANSVAF&PA NDS-2016 FORWOOD CONSTRUCTION .ALUW NUM DESIGN MANUAL ADM40f8 PAISI SIW12 •AISC 3BOI0 Too DoxS)Gm Bteol 1 INCImII 1CM-.OW'PVB-M1C 2 2 I/ir• .I IT HS..W PVS-Sir M S 3 I-t118. 14MI.q IW T. T/1S M-M1B'M..W FVB-Y1C H8 2 4 1.111CW01.10 18'T-Nlr AU-YIV HS-A00'PVB-WlV H$ 3 S /IC ImM IVAn..OBY 80-SIWM 4 S 7/IC M IC IIS•.09Y SG-Y1C NB -8 7 1-111V W&w IVT-LAIC M- IV M-.O20' SG. WIS•AV 4 S MPIrL KI RViVT-7I/C M-WIVIRS -JNV60-YIC HS 8 J CAEj I L I Li 1 1L J 1L J I�—wmTx--I F- WDTHF--_WOTH-i ♦<. wmTH -i I yI _ II i� TG'• WRARAY SENTNTO IMERIAYER' BY KUPMAYMBERICN INC. I I p T'VB•-TcupARArmoslFOL PVBIMERLAYER•Br KUTAMraMERICA, Wc. I I I W ,& I»ryv Z Window Dmfpo Preeelwe (+/, Pilo for Glow Type I umSIo,.TbbmfflI WZS 73 77 111 IS I m I IS BTI rot I las I1D R 51 +I40 040 -0 ♦ 40 N40 N40 .W N40 N40 m N40 N40 d 40 +FBO •AS0 N40 N-m Na N-00 N40 W H-0B N-m N40 ♦l-m N N40 +/40 e.m N-7B.5 ♦FUA N40 N40 dB +. N- .2 •I-76 m .l N40 q4X) q40 ♦/40 N-T01 H-T0.2 N-T2.5 N-70.3 4-0 5 N40A E N W. 3 +A .145.1 u N4p N40 040 N-TYA 4-74.3 N-T1A -1 6 a-0 J N410 N-NA ♦ 2 F 4(l W-780 H 5A +L +1 A 0,82.2 +4B 47 ./40 N-m A 2 I.73.0 N-T0.1 N-me +/43.6 N-m.3 047.7 a B N40 N-X5 +A750 N-71.0 043.3 N419 .141.5 •h58.2 51 +A00 N-77.0 +AT4.1 K70.3 a/45 ♦Am.1 •14907 m W.M.1 N-75.3 + Ml 48.0 H 1 N41.6 - N- 3 +f- .B N N 5T N-750 N-T1 N-0&3 N m N-7. •I. .3 0 A 01 +/.MT N4S7 N45 m +1- . SS N49.7 .145.6 ur 433 B6wB rA3i THETABLE ACT SHOSNE THE WVIDOINSRE 2) FOR ARCHITECTURAL IL THE NFMAITIVINLEWSUN! I RLONG L9AB ION. 5) FOR ARCHTTECTOML WINDOWS, FIND THE SMALLEST WINOpW SUN! IN THE TABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FRWTfHIN. Window Design Premium (+/-, pep for G1ae3 Type 3 l.mWSIcI%MobVD0nI BS7/3 73 77 SI 05 m 1 0 91 1 101 Im MID 31 +/40 N.m N40 N40 •40 N40 I N40 +/ 0 N-m Km N4 ) m +141 H40 N40 N40 +/- N-m I N40 N40 N40 N-m +/ 0 30 +140 N40 N40 +1.00 Na +Am N40 N40 +/40 N40 N40 3 +A +/40 .149 N40 N40 + 40 q40 39 +Am •/m 040 N40 N-30 +/40 N40 +/40 N-7B.4 N-754 .14,11 +40 440 •/40 +/43 •40 N-00 N-T0.7 o.n.6 .009 q419 43 -Pm +Am N40 .140 +/40 +Am +,77 4-TIA N46.6 N-91.9 +/-652 F 4S +/4 -m +40 41,110 N478 .A A +NO3 N41 N43.B 11 47 ./40 WI 040 N-m N-TB2 4-75.4 •A 1.7 N4S.1 NeS1 ae +Am +A(E N40 +/40 N-71.2 0-713 N4B.6 N45.0 p 61 +lPo N40 -m N-IBA N453 N71.3 N- b +/ 0 N-7I.T N-T?S 65 H40 N - N-00 N-71.8 m .I40 N-m •A .6 +I- 3 e H-m N- 4 + T5. elf+Lm Rae +AnZ m +140 ./-7.e m +/-Ta.3 N-T4 +l-108 Z 11 E TABLE ABL TO DETERMINE ETE MIN JnpwN. OGI Iry ICeHAI Fln Arvp e4VAt �cu mrvpuw3. tlpmW1GT I' FROMIHE TIP-TPTIP pIMEN3RIN W 2) FOR SUES HOT SHOWN. THE WINDOW SRE. 2) FOR ARCH TECTUR WN, ROUND UP TO THE NEALLEST LASLE SHOUWSIZE I R LONG DIMENSION. 3)FOILARCHTTETWITHI WINDOWS, FIND THE SMALLEST WINDOW 612E IN THE TASLEABOVE WHICH MEOVEMLL DIMENSIONS COMPLETELY FRWGmN. 7/13°LAMINATEO GLASS STACK I 1l i ;ERIO GLASS TYPE I m m INTERMIYER S° HEAT STRENGTHENE0 GLASS ff G SIDEI T- SHOW SIDE LONGSIDE -� 9HL- SOE L FT] I OVERTIGLLLY OR OR51O HORIZONTALLY AS SHOWN. 1-InWNOM GLASS STACK 7/1VLAMINATED GLASS STACK Y18°HEAT 'TEMP4G�SiMENGTHENEDNED GLASS 7/1LED GLASSWM SHORTE�YEp SIDE8 E LONE SmE EKTERa 1 GLASS TYPE -I SHORT I- SIDE - �- N0.58705 -k gv0, i s':j°<ORIOP: c, "7.S,a LEN.�. ■�©©00000���®®��mm®gym 11 TIP -TO -TIP DIMENSIONS SHOWN. FOR INTEGRALFWAND EQUAL LED WINDOWS, SUBTRACT V MOMTHETRIOIiPOWER910.N IN THETABLETO DETERMNETHEW OM SM. P) FOR ROUNDUP TOTHE NEKTAVAIIABLE SHORTOR LONG DIMENSION. S) FORARCHNECTURAL WINDOWS, FIND THE SMALLEST WINDOW SItE IN THE TABIEASOVE WHICH THEOVERALL DIMENSIONS COMPLETELY FN WITHIN. 141IV NOM. TABLE DIMENSIONS MAYBE Tn8"LAMIlKTED J I� GLASS STACK MWLAMIN4TED ORIENTED VERTICALLY OR OLASSSTACK —I I— GLASS STACK HOR20NTALLYASSHCWN. .p8p'PVB INTERIAYER 3H8'TEMPEREU GLASS M18'NFAT STRRIGTHENEDGLASS SIDDE SHB•HEAT 3/1B•HFAT STRENGTHENED OLPSS � LONGSIDE f' WIV HEAT STRENGTHENED GLASS STRENGTHENED GLASS in8"AIRSPACE .p9p•PVB INTERLAYFR 4 11 77 SNORT SIOE � J I L SIB' S SIB' � � 1 S61DE 1 GLASS BRE GLASS BTIE a GLASS TYPE 2 EIGERIOR a GLASS TYPE 4 ---- LLr— LONG SIDE SHDIRT SIDE -L- = NO CHANGES THIS SHF^- ti a Z � A fe •ay i � w axD o LL g �w RNZ� O2 w O O > DI Z $ a G � z O N N F O LL o m ® Z 0 zx X ? IaaVS .IuaB ? I TABLE 6: WlndnwMyn PMN-W, AU for Otw Typs n b 1 9 )8 i IH W p] Al ml 1B0 tw to-N ♦pR1aB .W.IM ♦Ba1141 w IL.) .w'.,fp.a -I .gY.ne.e rGY, ta.e ♦w° w8'-Ba5 .rot 6 aN-w.B a. a0 -1M.1 • qA •WAIe 1JZQ51 rW.tw • rmmTo w _101. wn h •w4 P •7t • qp •W-38 xl ♦W-1A.1 ♦W-1J.8 •Wtb).8 ♦W1w] ♦W-w •W-1w.e Ioaa •W-0IB .Dwo wN-BI.B wWw Hd0.B rl A N-w 43 rW-1LL• rW-0wA • -Iw rpy. ) ♦W -w +W-022 +1 B N-080 rm NdU ;T -;TWA r t 1! .01-Opi ♦W-Iw.B rp o •WNi1 ♦W.Mp rW41 0.118 •I 1.7 WV.I N- ,B H701 Hae.e g O +W-IqA .1l ♦W-0B) +W�I w 41.0 N-0]A r 90,6 Ndl N.R.p ♦qu., N-<. H-n) N-tt 40 at -01.1 rwl.®.1 • .v rW-W I +ol •W-Ni •cal N-083 +Ilea! *W MAW ♦m N21.2 H-N.1 rl- A N-751 0.138 N-nB Nat] N-A Ndep +/40. N 5 0. .9 8 63 WA N-0SB Nda3 ♦/a0 +An • )A1 N-il.a Nani +"W3 •/81 N.OJ2 N +-QB ♦-BBR H-0Aa •1ffi0 Na1A Nd i 0-70 N- .p Nd0.1 +W 0419 N 1,a Nd.. p 61 K o 4Al3 041.5 NN.B ) NAB N." &DIA W.. •Id1., NaIA 0,01 r� !p -81.1 + e +F .) N-)BA +4M.0 N-)+ N-711 •WA N-0A6 NdR] NaOA N N 11 ./a]a N.nA N-]at .1a16 +FA.]' •/.N ♦m. 0�4 +/die N Nd26 ♦1-p 0-me H-733 Nd1A Hdal •/A66 q.9 as N480] N.n •-] 0 N42.2 NAA + .3 qaA+ W% N ♦.]AJ 1•l.It> N-A +1d 4 Hd!] +I-03. 86>A N-nA H-)ae NAB Na6e NaO.B NOAa N-BI i3 ♦41aB +H83 +4N.6 N-0LB N-02p NdB6 t5l, 1)TINTO-TIP DIMENSIONS SHOWN. FOR INTEOMLFINANO EQUAL. LEG WINDON9, SDBDiACT t'MOMTHE Tlf-T TIPDIMENSION IN THE TABLE TO DETERWNE THE WINDOW SIZE. 3) FOR ARCS TNOTEC SHOWN, ROUND OP TO THE N ALUESTAVAILABLE W SQUE I R LONG BLEABDIMENSION. 3) FOR ARCHITECTURAL. WINDOWS, FWD THE SMALLEST WINDOW SIZE IN THE TABLEABOVE WMCHNE OVERALL DIMENSIONS CONPLEfELY FRWRHIN. TABLES: YAndm Daalpn Proaeun (N., Did) for Cbu Type T files M-]/B Td n ISSN 01 1 N I BB w W 101 1AI Iw 110.1i1 at +W.Iw I +W.t +W. A wa.1A •BN-IN +eN-Iw w.tN ♦W.130 •W. +WAIV 33 .W. I +.Iw . 130 +W.13G .BN,A wd. +0l .W-,N wB lm W-tm 40 wd4L30 3e lw Dl ..W-I. , Iw.W4w W.Iw +91 wn43B w,l ] W,130 • W-,N wIA W *.IN wn. xe.3 W- t t Wlla3 t 30 + W430 +W ♦WTlre W123l+21 roW_N`.W *11 +W-112e wIMw W W-101&3 41 w430 wa-& +W-IRt W1109 ♦W ll 11ae 107.2 +W-1019 W0 .• .WWl +91WAJ + l a w121.e wnsd .W. laB .OM +ll 6011 +' till wN-0.0 wN .11I le .90420W I WAnB +1A •OW-Wt N510 W Q Wal 1 *W-11a W-IW WI +W-10D1 rnd •W-N.e 4MIK4 +1-011 •410] ♦W l • l +W 1B 4W-11.2 4041ws 49lW#04W +WSIa wM0 N-N.1 .Wal N-n.] e .ro+OWdM--01lwwB.Bs.0 ♦+WW-101] wMw.e + 3 -0 ♦ we •o-n.o N-]el N--]nA:s NWOB.Asa6 ♦r mi +1I Nu rWd] .M-0.8 wdaB N-7/.8 N-n H-nA Tj s6eN1e] ♦•wWWWn-0--0 w. W-n w..O dA N.)al Nda1 N-n2 N-0B.0 Nd1 .W-0l Wms +W-BI H4003 . N-0s.8 Na00 -0A sB +W-0B.e wN-06 ♦/ �Dmo 3 .... K4a +1-1d1 N-70.3 ./-0aR BI +W-0.4 +W-93 W. sI., B HnA N-1A H-n +N/-83lA3 N +W-0R +LM.1 . •001-03 Wd' W-04] .] -11 N ♦W-SLR H ♦eWb3R •W.61A •L]BA N-A.1 +/-MB Nd0 m ./d03 .Wa! +e1-01 +Fnl •en.a •F]3] .ems + N•nx N•]t 0-00.l nl N-M.1 .LH.I N-0BB Y +9 x N B i) ]IYau-nr uinGn3luntl Snuwn. ron m CGWLL rmnn V euVMl1LV wmW WJ, iNbinn4l r rnuN mC tu•w l>nM mnvtnulVry m rryE TABLETS DETERMWET!@WINOOW SIZE. 3) FORARCHITOTSHOWN, ROUND UNTO THE NEMAYMLABLE SIZE IN TH ND DIMENSION 3)FORARCHITECNIH WINDOWS. FIND THE BNALLEST WiNWWSIZE IN THETASLEABOVE YMICH THEOVEHAILDWEN310N5 COMREfELY FRWITHIN. TACK TAC GLASS S� I EXTERIOR 1-INS°NOM, CLASS STACK Y10°TEMPERED GLASS a 6 GLASS BRE GLASS TYPE I+- LON08NE SHORT I_ 61`0E L -r�+- LONGSIDE --�� SHORT SIDE TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. GLASS STACK Dross srADK w GLASS BITE GLASS y SHOET SIDE TIr I LONG r S10E 1 _I SHORT SIDE a as ❑ d o LYD ry a Iw o K � a�v W •o � 1GJD• U 11 cf o� O C) a BML ~ Z°y 4 [0 o oZ� ZO w W � O a a m O w L sZs S Z¢ UU W WInDOMIDMIBD wwuro (+7, n9G for GIM9 TYPo9 0 a a 9IM0 mn m Will 0 I n 7"4 at 86 89 0 W 101 toto 110113 III It? 121 193 ITS 137 14S 31 .W-Im +9D'•I90 +BO'-13o ,AW130 .9m-190 +801-130 .9W.13) . -130 ,W.131) + 430paw"I""', im •9a•-I3D N 43D .80'-I30 .BD'•Iso ,9N-I30 .901.13D + -I3D 70-1m +9W-190 0 +9W130 .901 + 430 .90-130 .ICY-I30 .9Wn30 .BW-13o .9W-I30 ,9W-I30 .W-13D.lw +9W-I3� .9W-130 +9W. 30 .BW-I3a .BW-I30 .9a-I30 +W.130 r .I30 .".IN W .a 130 + 430 ♦90'-130 .9W-130 .9W-190 +BW130 .B0F13D 70130 .BW-;W • .130-130 .9W-130 K -130 a -130 ,9W-Im .9W-130 -m-130 .W.130 .BW-110 +BL-110 W +9W10 . 430 .W430 +BW10 .9W1O +9W10 . W-Im .901 +90(430 +90'-130-1 W-130 r9W-13D H 430 +BW130 +80••130 +9W130 .W.IW .BW- 10 +9W-11D 3B +BWI30 .BWlw ,80'-10 +BW10 + 431) +W430 .0I-t0 +BW-130 ,8W130 + -130in +BW-1 . -Ilo WW13a +GoI +BW-I" + -Ilo +BW110 .W-110 a -Ilo 41 .9W-130 +9W-130 +9W-IW .9W130 .90'-130 , 4210 + 430 + 430 +90'-130 .9W-130-170 + -130 + .IW .9W-1M , .Ijai +DY-110 +9W.110 4W.110 .9W-110 +8W-110 a3 ,9W-13o .9W-13o +9W-I3D +9W-13o wm-tso +eW-13o +eW.13o +9orl3o .9W-13o +eW-13otso .�-10 .eW.130 .eW.no .eW.no .m-na .eW-110 +eorna .eano .m-no ae +BW-I30 .91Y-I3o + -130 .BWn9D .9W130 WW-13 ; W-1M .9W-1W .BW130 +BDI-1303D •BW-110 +8W-110 .0•-110 .BW110 ,W.110 , 410 ,BW110 . 410 47 +90 130 + -130 +BW130 a -I30 +9W-I3a +W.130 +9W-t30 ,0'-130 .BW-130 +aF130-110 +BW-tto +8W.110 +BW.110 .8W-110 r8W-110 +BW-It0 .8Wt10 ,0 9 49 .9W130 ,eW-130 ♦9pt-130 . -130 .91V-130 .DW-130 +9W-130 +9W-13o -"-IN +131IIO .8W-11D .W410 +0410 .9W-110 . -110 +aW-110 81 +9W130 . -130 + 430 +96130 . 13D a9W-130 +BW130 ,39.4FIT8 + 41D + -110110 +8W-110 r8W110 +9W-t10 +BW/70 +8W-110 0 , 430 +BW-13o +S)I-I3D +9W-130 +BW10 +901.10 428.1 +91-110 .BW-1t0 +9W11010 + -I10 + 410 .8W-ito +8W1/0 so +9W130 +9W-130 , 43a .9W-130 +9W-1b +69.B1-iT8.1 .8N.110 + -11D . -ilo MW-110110 +BW-110 ,BW110 HW110 37 + -Iw +9W-IW + -Iw +90'•130 .M.41-1TB . -Ilo +80'-110 + 4 0 .BW110 +8W-110110 . -Ilo 89 . -I30 .9W-10 +9W-130 89.Y-120.1 r801-1f0 + -IID + AIO .BWI10 + 410 +BW110110 a1 a9W10 . .IO 0.W-17B. .e01-110 +BW110 +BW110 +BW11a ,801410 .W.Iio +81-110 0 +0•-130 + 430 +W.110 .0'-110 +BW-110 +BW-110 , -110 +8W110 ,80'-110 88 ,BW.I30 , 430 .8W-110 .BW110 +BW-0f0 +BWIta +80N10 .1301-110 W .901430 MW110 +8W110 + -IID +BD'110 'a8W-110 . -ItO WT18 .BW130 +8W-i10 +W-Ilo .8014la ,BWA10 ,3W-110 +BWIID n +eW.110 .9W.110 .9W-n0 .9Wtto .3W110 ,eW.110 77 .".Il0 .0-t10 +9Wno .W.110 &14 -I0 +0W-110 ,8WI1 410 11l IP-TO-TW 01MEN91ONS SNOWN. FOR W IWKP& FIN PNU EpUgl LEO WINOOW9.9YHIM4-11• FROMTME PP•T6PP OIMEN9ION INTHETASLETO DETERMINE THE NANDOW SIZE 2) FOR SDE9 NOTSHOWN. ROUND UPTO THE NE(TAVAIIABLE SHORTOR LONG DIMENSION. 3) FOR ARCHrreomRRILImmDM3, F90 THE SMALLEST WINOOM SIZE IN THETADLEABOVEMICHTHEOVERALL DptENSIONSCOMPLETELYFRNTIHIN. 711WL00NATED GLASS STACK FATERIOR a GLASS TYPE 8 BIB Doss artE GLASS I-INB•NOM. GLASS STACK 7N8•IA 31 GLASS STACKTACK EXTERIOR GLASS TYPE 8 :7i:14:Ic]i:n(4��H TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. LONG SIDE �-� LONG SIDE 1 Own SIDE L HO_I BSIDI- �I SIDE I� �- LONG SIDE �I SHORT s1DE L o LONG S1DE 1- VALUES AND SM. ' M � u o a z o� 9 05 ;g o sZ Z O a g D O N w 4 Z Z a 0 �`�,��' oomet!1. No. 58705 // :l A0• �•;tv 0. LYNN MILER, P.E P.110WIDS 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE2,THIS SHEET INSTALLATION TYPEA WIMHIW I BUCK EXTERIOR HEIGHT !ram TRTO-TB' WPJDOW HEIGHT VISIBLE LIGHT HEIGHT. WINDOW BUCK HEIGHT. M4- FrnBLE B.TxIs sHEEr EMBEDMENT L1M"N1AX I 1 SHIM 11-7ff INSTALLATION TYPE C EMBEDMENT {.� IWMAX F SHIM GE S WCE INSTALLATION TYPE B 1X WOOD SUCKST RP, TY . E SEENOTE,THISSHEE EDGEIMSIANCEPEHSUBSRAZE, I6EETABLE6,THI6SHEET •. EXTERIOR \ CONCRETECMU 4 11 PERANCHOR �� M6IBLE LN3HT WIDTH• I REOUIREMENT WINDOWBUCKWIDTH-2-M4' WINDOWBUCKIMOM TIRTO-TIPVANOOW WIDTH INSTALLATION TABLEA HORIZONTAL SECTION A -A METHOD D 1M MAX. SHIM B EXTERIOR 6TEELSE IUUING Y' MS(GS),SEETACIE S, MIS SHEET MIAMI-UADEAPPROVED MULLION (6EE SEPERATE NOAL ALUMINUM. STEEL FRAMING OR STEEL STUD. SEESUBSTRATE ` PROPERTIES, TABLE S,THIS SHEET 1MD[NMOEINDEMWEDISTANWPER WOODBUCKSIRIP, E NOTE2, THIS SHEET EMBEDMENTCONCRETE PER ANCHOR REQUIREMENT INSTALLATIONCHOR TYPE, EMBEDMTYPEB SUBSTRATE, SEE TABLE S,THI VERTICAL SECTION B-B CONCRETHO PE R PEOUIREIREMEM ADO&8&�. 8ubc Mm FAB" Min. ETbaduent aw GC. MSIwim *12WH44I0SS4 sovommPI S/l&' 1.T.' 1T 'Oei606YTS INn. M Door- IF bel MB" 0.W- 1Y S Pim SG= 66 318' O.OM" la Ga' 1Y M2ar B116BN Scrw'(O5) WIW 1-MS' 1Y SX&LlB njo. "SIMI MM 8'S" O.W. O.W. 1Y 1Y ftelftdGe.33M.YS" QUC4 RIM , 11. tl4'V10SSCn Fw CM G40 2.10 1-1/4' 11" cm6A 3.30 Lei 1' 144' 1Y liv81,el MIMI Can IHn.2. 1' 14hW- 1Y nc Rin.2 Y1/2' 1-0IB' 1Y R-UY 1-1/P 1Y M18"Good Uoreron n 3. 1-11d, 1-MP 1P MIT 1-31Y tY °UNGROUTEO CMU'VALUES MAYBE USED FORGROUTED CMUAPPLONTIONS. ALLHEAD TYPES APPLICABLE. INSTALLATION NOTES. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMBS. 2. WOOD BUCKS DEPICTED ON THIS SHEETAS'1X', ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 140. 1X WOOD BUCNBMEOPRONALIF UNIT CAN BE INBTALLEDDIRECTLYTOSOLIOCONCRETE. WOCOBUCKBDEPIOTECAS R%'ARE 1-IW THICK OR GREATER, INGTALSARONTOTHE SUBSTRATE OF WOOD BACKS TO BE ENGWEERED BYOTHERSORASAPPROVED BY AUTHORRY NAMNGJURISDICTION. 3. FOR ATTACHMENTTO METAL: THE STRUCNRALMFAIBER SHALL EEOFA SIMTOPROMDEFULLSUPPORTTOTHELMNOOWFRVdE 4.IFAMUM BLS,LOWERDESIGNPRESBUREFROMEIRIERWWOOWOR MULLION NOA APPLIES TO 1AHOLE SYBTENL EMBEDMEHT �E BIBFANCE MebdW M. Fy Mn. F. Sb 18. 02M 12D IWI 4108arvw 0w 110IWI EID Ulra r® 1561WI 177IWI 410SSEWCI bRWb 127A IM ISD.71W SOS} AMinun isw 221WI A388WI SSW Ww O'.33SIWISW S3 FY 1,1 NOCHANGESTHISSH 7 -„ `111111LYN YcErIsN��( * ; NW. 68705 A V G 8T TE I YX7�: 2X WOOD BUCKeTRIP INSTALLATION TYPE E EDGE DISTANCE ANCE PER SUBSRRATE, TABLE 9, THIS SHEET EMBEDMENT L EDGE INSTALLATION TYPE 0 �� EMBEDMENT sHMSHMSHIMAX 3S 12 USED iORALL .. SIDES OF ARCHITECTURAL SHAPESMAIL -1AY O.G..• • s CONCREIECMU I PERMCHOR III' REOUIRE VENT WWDOW BUCK INSTALLATION HEIGHT *TYPEH im MAXSH VISIBLESHIM LIGHTHEIGHT• wBJDGW BUCKHEIGHT- EX2y4• LFDRII 6EET1 EET MAM14)ADE APPROV m MULLION (SEE SEPERATE NOA), ALUMINUM STEEL FRAMING OR STEEL STOO. SEE SUBSTRATE PROPERTIES, TABLE S,THIS SHEET 1 �1I4• MAX SHIM L 1x YY000 BUC STRIP, SEE NOTE 2, THIS SHEET • • CONCRETE PER !DMENT • ANCHOR i s . REQUIREMENT INSTALLATION II EooE TYPE T'�pUTMM.ANCHGE AND ED VERTICAL SECTION D-D sue6TRAT INSTAL ATION NOTES INSTALLATION TYPE F lx woon SEENOTE2, TYR ANCHOR TYPE, EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEETABUS,THISSHEET E% K 4 11 H6IBLE LIpHTWIDTH• WINDOW BUCK WIDTH • 2JM' NANIGNBUCKPApTH HORIZONTAL SECTION C-C PERANCHOR REQUIREMENT EDGE DISTANCE A.hw SWwob MA Edp Ma EnSwlnwt McKGC. 012w41441UW&. Plna S wir 1-NT 1r AwdRAn �75 Mn. w 0.063'• r ASS Sw S'B' Q06r• it Q B Ge • tr W2wM4SwIewwJ(G6) 6G=a w1T 1-3/8' tr 6 TB n. ASS wT w O.0w— Door- /r 1r wS 0. 1B 1r HP 4108E CMWM Iaubd OW zim 1-1fC 12' Cq INn, ISE 1' 13IC tr VC 91M1 UheWA Cmueb Mrt BE 1• I- c 1r rt1rt 2851m1 R12° 1-wT 1r 4d r NIT SbN LOremn 1-1N' 1r ?lwm I- 1r IRSY0.l GROUTED ALLH ROUTED CMA VALUES MAY BE USED FOR OflOUTEU CMUAPPLICANONS. ALL HEAD TYPES APPLICABLE 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE UMITB. 2. MOD BUCKS DEPICTED ON THIS SHEETAS'Ir. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN l4aq 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOODBUCKSDEPICTEDAS RX'ME1-in-THIMORGREATERO.STALLATIONMO SUBS MOF WOOD BUCKS TO BE ENGINEERED BYCTHERS ORASAPPROWDBY AUTHOR" HAYWG JURISDICTION. 3. FORATTACHMMTTOMETAL:THESTRUCTUM&UMERBRA MOFASIM TOPROHDEFULLSUPPORTTOTHEWIN004YFRAAE. 4.IFMM MLE,LOWERDESIGNPRE86UREFROMEOHERYYRdlOrVOR MULLION NOAAPPLIEBTO WHOLE 6Y8TEN. MAbdal Mn TY Mn Fo SbelSuew 92 WN 120181 410 Selew wkM 110 by Boo MSBConM iss w1 177181 410SSEbo CrabFIaKB 127.41w1 18B.71W 608375AWM 161w1 224W A38 SNBI Wkd 581B1 4. 33 SW SIMI 33 kW 46 kd £ NO CHANGES THIS SH7-- sIDLT � c1 .� O M. �ao Q n m 0 o z e a 1LL� f UV' 0 0 W (7 was 0 �Z� O = O O n 1— ®row5 � � F Z W ao>5 0o Q . O Y 1 * . _ No. 58705 A LYNN MILLER, PE P.EJWw FIN FRAMES ARE ONLY TO BE USED M. ANCHOR TYPE, 2X WOOD BUCKSTRIP INSTALLATION INSTALLATION EMBEOMENTAND EDGE -�I EMBEDMENT �- OR FRAMM, SEE TYPE) INiERUYEW. NOT TOBEU9ED WfIH TYPE NOTE 2, THIS SHEET OLA&8 ME866, (SO OHERIAYER). DISTANCEPER 6UB611U1E, EOOE SEETABLE10,1H18&I�Ef DISTANCE 1N"MAX EWE DISTAN EDGE SHIM INSTALLATION O DISTANCE O ax Pr000 eucNBRBP jN__j 000BUCK81111TYPE I oa FRAMIING, s1>: R FEUMIHO, 6ENOTE2,THIS SNEEi E2,THISSHEEedM aBTYP.OEDIET NCE PE IANISTRATE, Aaagma�Nof-1 n ¢luMM w EDGE DISTANCE PERSUBSIiUT$gwryVpiiFtaatly Ab .--n BEE TABLE I0, TM88HEEr FXF�WR a BUCK BUCK HEIGHT VISIBLE LIOW HEIGHT. WINDOW BUCK HEIOHr- MC INSTALLATION TYPE J FORALL OF EXTERIOR a L8 EMBEDMENT ItI EXTERIOR I_ vIs1BLE UGHrwIOTx' INSTALLATION III f� WNDMBUCKLNDTH-eau• TYPE L M1Noow eucKvnlnx ,14- r M HORIZONTAL SECTION E-E F SHIM Ylaff IrL TIAS SHE M IAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, SIF.F.LFRAMONG ORSTEELMD.SEESUBSTRATE PROPERTIES, TABLE 10,THIS SHEET 2X WOOD BUCKSTRN OR FRAMING. SEE NOTE2,THISSHEET — -11M" MAX SHIM �-- EMBEDMENT -� \-A S VERTICAL SECTION F-F ffi M a' 0 U' VNV 1EM$$�Ij�31 a!W O IOIC� 0' § K Z d tr3 LWi d o a � a � (p O fZP � 7 qN n ? z �o 5 0 m 5 ® z O S� Z NoaS O F F N_ Z r INUALATIONNOTES: IL IL LL ww�vc .a'.a8 1.USEONLYANDDG LIMEDC TIMITS. Ef. FOLLOW ENBEOMEMPNO kL(iE DISTANCE LIMITS. \\\\Y LYNry! EDGE DISTANCE Wemlltl Mrt Fa W. Fa : \\ ON..........! 2. BPOAN eroB2y 1UM EOFASMTOMVDEMMSUPPoRTMHEMNOOFME. ` ,r,1`;•VGENSb FOBiTSAlminm iB bl 22 ktl P.ANCXORTYPE,ENBEONEM 3.IFAPPLICABLE,LOWERDESMNPRESSUAEFROMERH91 A `BSI �� No. 58705 IOe DGEcD18TANCoPER WINDOWOR MULLION NOAAPPUE910 WHOLESYSTEM GC Gi Stml Sky 1 33ktl 1 45 ktl *: Anchor Substrate Mr. Edge Distance MAX O.C. Smina 2-112 a.113"Bu Nell Southern Pine (SG-O.Wj stir 51 2-10 ■.131" Common Nail Somern Pine SCGF0.55 3/6" w 2--1I2"x.14rR%UIm Nail SoAern Pine 1313n0.55 WF w N10 a 1" SNei Screw(GS)° Southern Pine S13=0.55 112, 5" D OW Aluninum 6063-75 Mn. 5116" 5° 1116" A36 Sbel 5116" 6" 0 3 5116° S EDGE DISTANCE TYP.ANCHORTYPE. RNFRA1N:SAREONLYTOREUSED 2X WOOD BUCNSDLIP BANINGUCKS8EE EMSEDMENTAND EDGE WITH GLASS TYPES 14(PVB OR FF 0STANCEPERSUBSRUTE, INSTALLATION TYPE INIERIAYE0.), NOTTO SE USED W(M INSTALLATION EMeEDL1EHr NOTE 2, THIS SHEET 6EE TABLE II, TH56HFEf CL0.4STYPE868, ISONIERlAYE10. TYPEN EMBEDNENT INSTALLATION TYPE O sxIM ' EAfBEDMENf--v4•MAz 2X WOOD6UCI(SIRIP O 1%WD00 BUCKSTRIP, SEE NDTE 2,TNI3 SHEET PROOUCTRky1S® mwbpiyadSbFN11+ 3 �ISM ORFRIIMI]W.SEE NOTE2, THIS SHEET TYWED; ••' gym° EDGE DISTANCE PER 6UB6TMTE, TANCEE,ENSEOTNATE. •• SEE TABLE 11, D83 SHFEf � I � Rv4lL L I�MERIOR WWDOW BUCK HEIGHT �n INSTALLATION TYPE N fJ4BEDNENf - • CONCRET6CMU PERANCHOR REQUIREMENT OF EDGE IITECIURAL DISTANCE ES ®11-T/w AAX T— E%TERIOR INSTALLATION TYPE O a S EEL SE S IOU BE 11, TNIS8HE MU1M40AOE APPROVED MULLbN (SEE SE'ERATE NON. ALUMNUM, STEEL FRMIING OR STEEL MD. SEE SUBSTRATE PROPERTIES, TABLE 11,THIS SHEET V w• Ws191E ucxTWlmM- YANDOW BIICKWIOIH •2J14' WNDOW EUCK WIDTH eHm1 T� F 11 HORIZONTAL SECTION G-G NOCHANGESTHISSH45T ' EDGE — .r DISTANCE e CONCRETEOMU� PERANCHOR i4 a CO 'ma REQUIREMENT O w a O IXTERTOR ) N orw O o v O� Sit Z Lj LL LU 2W'• �� N � AWJW Sbtres Mn. Edge MO EDIstoms.rr6atlirmt �' O.C. Spedno t12MIM441OSSSM" rM SCb0.55 ME' 1-318' eP 6063-T5 min. 310" 0.06301 6.T Sigel Xr 0.03r- 6.2" e S(;GO. 318' 0.045(18 Ga ' 6.r D12 ar V14SIsd Sw w(G5) 9/16" I'V8" 8.2' n 60S3- nin. A38 SW 318. 3/6" D.083"1 0,063" 62' Rr 3/8' 0.046(18 01 ' 8.21 1/r 410 SS Cf�Floxunwmw ASTM 2-12- 1-1/4' 11.6" CQXrBM min.3.35 1' 1-3/4' 11.8° 1/4'SMel llBaCm Carcrete min. 2.85 1' 1.374' 11.9' CanfBIB mUL2 5 2-1? 1.316' 11.8" 2.1? 1-1/r 11JL' 5/18'S�el lABecan CaKrHe miR 3.5 1-1/r 1,/4' 1 11.61 z- /z 1a/r 1 .e• �iN'MAX 6MM IIX WOOD BUCKSTiN, 'MW.OFDTXREIID3 BEYOFID 111E METAL6UB6RTATE O SEE NOTE 2, THIS SHEET 1TNGROUTED CNtl VALUES MAY BE USED FOR GROUTED=APPLICATIONS, ALL HEAD lYPE6 APPLIGB IE INSTALIARON NOTES: • 1. USE ONLYANCHDRS LISTED ON THIS SHEET. FOLLOW ENJIMMENTAND EDGE DWANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SHEETAS-IW, ARE BUCKS WHOSE TOTAL THICKNESS IS LESSTRAN 1.1M. 1X WO00 BUCKSARE OPTIONAL IF UNTCAN BE NSTALLED DIRECTLY TO SOLID CONCRETE. WOODBUCKSDEPICTEOAS7X"ARE ..... IHICKORGREATER. NSTALLARONTOTHE8UBSTRATEOFWOODBUCKS10MENOIINS MBYOTHEiISORAS EDGE APPROVED BYAUTHOROYIWWNO JUR4501CRON DISTANCE 0.FORATTACHMENTTOMEML:THE6TRUCNRALMEMBERSHALLBEOFAB MPROVIDEF SUPPORTTOME VERTICAL SECTION H-H WONWFUME 4.IFAPPLICABLE, LOWER DESroN PRESbLIRE FROMETHER INl410W ORrdUWON NQAAPPllE87QWHOLE 8Y3iEM. oZ3S z o Q <7 0 O m �i ® (8I y 2 p 2 IeaVS 0 F z ao s 0 O � IIIa4C MAP, WK. S"Berw MA 130III 410 ft. 00I, 1101a1 EEa IA�C 144W IM 410 SS CnMFY@ 1TAW 1111 I4lam I am Mw um 19m PGTPertA Description kletedal 1 4253C Flanged Fran Alum. GDOT5 2 4285 Equd4ey Frame Alum. 8083•TS 3 4258 Integral Fin Frame Alum. 805.476 4 4255 7/16" farm. Glass Beading Mum. BOOTS 5 4254 I.G. Glass Beading Alum. BOOMS Be 4270 Installation Fastener Cow Alum. 6083T5 Bb 4224 Installation Fmtma Cowtor Cuns Weld PVC 8 4267 7118• Lanni. Glass Beading lbr Cunea Almon. 808375 9 4289 I.G. Beading forCunes Num. BOS37E 10 70589C Gaket(at90*ccmalolm3) Polyethylene 11 TP24718 Vinyl Bulb Weatherstrip Flax PVC, quo. 65 M 12 01308K lFcain Beading Tape 13 Dow 791, 899, ON Or GE 7700 Sackbedding SHIMS 20 71852K Setting Black, Mono. 3/18• x 7/18" x 4" Neoprene, Dim. 85 N-1 21 71704AK Setting Block. I.G. ,riff' x 13/32' x 4" Neoprene, D1m. 85 H-1 29 7Wl4FPD Ad x 1-114' FH SMS (Cued Beading) Stainless Sted 30 T81PDX N8 x i° Quad PH SMS (Assembly) stainless Sted 75 Kommedlrp Kodispaoe 4SGTPS See this Shea Its Materlals 78 Qumox Super Spacer OT 77 Quanex Durmeal Spacer 78 Cardinal XL Edge Spacer .DBe' ZIf .074' r .OBT 1.S)B' 1 .Wf• r .00Y .011° ^ �� .0 A,5• 1 1 Age• 5oD• .49Y gore a9a^ - I1 _ L r 600' r'lf .9W'°®' r�lf� .09Pm°or 1 I .05or— ttzs' air tOFLANOEFMt.IE OEpUALiEO FRAME 4 1� I J— OFIN FRAME L'I���• LTyI L ��r�'q��IiRyy�— .918' 1 Liy1 Im I1I .anla° 1py�►-- ryn�� .w .B)9° II l .875' II 'Il � .87r V , .9)9" „ ll -DST��V o9 .a5a" .OSP, .ou9a' � ul"u .050' I a O GIA98 BEADING OBEADING0.G S OFASTENER COVER OOPolAASSSEWIING O EZING CURRIES SILICONE HOT4 T BUM SWUMIuM. POLYISO, WNW. me'. SUW.ENE WITH STRUCTURAL DESICCANT SIUCOM FOAM MIN EXT, GLASS DESICCANT FJtt. GLASS WT.OtAS9 INt: OKODISPACE OSUPER SPACER' T9 4W TPE NKT aI AWMINGM PoLKSOBMTKENE E8IC-OWNO. REmFORCENEM SEAL SNS'NON. NOM. SNTNOM. SILICONE BUTYLe SEAL DESIOf NI-ESSTEED FOAM STIIINIFSSST a E T.GLASS EXT.OLASS GIA33 T. GLASS INT. GLASS OOURASEAL' XL EWE' SPACER m SPACER ASSEMBLY DETAILS FOR FIN FRAMES L= � II io.� CORNM FWPIEASSERMILY m ' j,' m O _%�_ // EXTERWR ti `RANGE FNUME O FRAME MTNINIEWOR EXTERIOR A IAELO9 1 ] NBAKEYSAT SEALANTATALLC010 EMS O ExTER10R U Mr1ERED ExiERIOR NOCNANOESTHISSW' `�I e