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HomeMy WebLinkAboutNOA Aluminum Fixed WindowMIAMI•DADE MIAMI—DADE COUNTY, FLORIDA MIN PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 • NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building 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 (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 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" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets I through 10 of 10, dated 04/12/13, with revision E dated 03/11/20, 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 manufacturer'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 NOA No.18-0430.05 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. 20-0401.10 Expiration Date: February 19, 2024 Approval Date: August 06, 2020 T7128/20 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 NOA No. 08-1112.09) 2. 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. (Submitted under NOA No. 18-0430.05) 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 11/16/15, 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 Wind 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. FTL-3835 and FTL-3850, dated 07/18/03 aq 07/31/03 respectively, a ' ed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.02) Manuel Perez, P.E. Product Control Ex r NOA No. 20 0401.10 Expiration Date: February 4 Approval Date: August 06, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by manufacturer, dated 04/19/18, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.05) 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. TR-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 II 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 143 lb./ in. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 61h Edition (2017), dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0430.05) 2. Statement letter of no financial interest, dated April 20, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.18-0430.05) 3. Proposal No.17-1508 issued by the Product Control Section, dated November 16, 2017, signed by Jorge Plasencia, P.E., Produ Control Unit Superviso (Submitted under NOA No.18-0430.05),l/� Manuel Perez, P.E. Product Control E I r NOA No. 20 0401.10 Expiration Date: February 4 Approval Date: August 06, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) 4. Proposal No.16-1372B issued by the Product Control Section, dated 11/09/16, signed by Manuel Perez, P.E (Submitted under NOA No. 17-061411) 5. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 17-0614.11) 6. 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) 7. Laboratory compliance letter for Test Reports No. FTL-3834 and FTL-3847, dated 07/30/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Submitted under NOA No. 03-1105.01) G. OTHERS 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 10/12/17 and expiring on 02/19/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-7720A.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated,04/12/13, with revision E dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. 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 ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: Manuel Perez, P.E. Product Control E i er NOA No. 20 0401.10 Expiration Date: February 4 Approval Date: August 06, 2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) B. TESTS (CONTINUED) FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017), prepared by manufacturer, dated 04/19/18 and revised and updated to the FBC 711 Edition (2020) on 03/19/20, 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. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017) and the FBC 7te Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. • G. OTHERS 1. Notice of Acceptance No. 18-0430.05, issued to PGT Industries, Inc. for their Series "PW7720A" Aluminum Fixed Window — L.1�I.I., approved on 08/21?_a expiring on 02/19/24. � A A /� � • Manuel Pe Product Control E NOA No. 2a Expiration Date: February Approval Date: August E-4 UCIVCIWL rvV I CJ: JCrtICJ t'VYII <UX IMPACT -RESISTANT FIXED WINDOW DESIGN PRESSUR5 NGI IMPACT RATING VARIES, U1RGEe SHALL NISSIIE 1) THIS PRODUCT HAS BEEN DESIGNED&7ESTEDTO COMPLYWITH THE SEE SHEETS 24 IMPACT RESISTANCE REQUIREMENTS OFTHE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRIb1NEZONE (HVHZ)• 49' TIP TO -TIP WIDTH 2) SHUTTERS ARE NOT REWIRED WHEN USED W WNO-BORNE DEBRIS 4S'BUCKWIDTI 48'BUCKWIDTH aB'BUCKWIDTH REGIONS, FOR 24SULATED GLASS INSTALLATIONS ABOVE 3C IN THE HV)Q 40.1/P VISIBLE 45.174'VLSBLE 45.1/4-VISIBLE THE OUTBOARD LITE (CAP) NOLSTTEMPERED. LIGHT WIDTH�1 UGHT WIDTH UONT WIDTH 3) FOR MASONRY APPLICATIONS IN MM&OADE COUNTY, USE ONLY B.S UWI9—I &1m r D. SN F, SHEET r Yam' M•DADE COUNTYAPPROVED MASONRY ANCHORS. MATERIALS USED NO�T= FORANCHOREVALUATIONS WERE SO PAN.1 PER ASTM NCHC8000NCRETE MASONRY UNITSMID CONCRETE WITH MIN.161 PER ANCHOR TYPE 4) ALL WOOD BUCKS LESS THAN 1-IlrTHICKARETO BE CONSIDERED 1X INSTALLATIONS. IX WOOD SUCKSARE OPTIONAL IF UNIT IS A I C I ESMEETD INSTALLED DIRECTLYTO SUBSTRATE WOODBUCKSDEPIGTmAS2X SHEETS A BUCK SHEETT C w G,SHEETS E,O ARE 1.1R'THICK OR GREATER. IX AND 2X BUC1GS lVAfIaI USEO)SHALL — , NEMA/T I BUCK BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE �______— 83.1M' L—___—__ HEIGHT WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY 93.1N' OFTHE ENGINEER(EOR) ORARCHITECTOFRECORD,(AOR). IYNAX / VISIBLE 1YMAX, / 9YTN' / VISIBLE LIGHT OC LIGHT O.C. VISIBLE 5) ANCHOR EMBEDMENTTO BASEMATOVALSHALL BEBEYONOWALL I / HEIGHT I / LIB, 1 I / HFJGMT DRESSING OR STUCCO. USEANCHORS OFSUFFlCIENT EMBEDMENT. I / I / lIEIGNT NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE 9T FRAME INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL TIP -TO BUCK SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF I 71P I S'AIAILHE INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE i HEIGHT I O.C. OF THESE SHI UCTIONs. 0)MAX1/4-SHIMS ARE REQUIRED TH EACHSUBS ANCHORRATE.0 LOCATIOIESHIM$, WHERE I ' THEPRODUCTISHOTFLUSH O THE SUBSTRATE. USE SHOESCAPABLE _ OF TRANSFERRING APPLIED LOADS. W000 BUCKS, BY OTHERS, T} MUSTBE SUFFIC NCMORED TO RESISTLOAA9IMPOSED I gel Fr tY NU)(. O.C. a -LDS{ )•�— 12'MAI(.O.C. F,M ON THEM BY 7F{ENATIDOVANDO W. B•17MAX MAX 2-�• S' MAX.O.C. 7) DESIGN PRESSURES. TYP. FLANGED FRAME TYP. EQUAL -LEG FRAME TYP. FIN FRAME ANEGATIVEDESIGN LOADS BASED ON SRRUCTURAUCYCLETEST ELEVATION ELEVATION ELEVATION PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE STRUCTURAU CYCLE TEST PRESSURE FRAMEANALYSIS AND GLASS PER ASTM E1300. FIGURE 1: C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. GUIDETOSHE:ETS: 1Y O.C. SHAPESAS SHOWN BELOWOR SIWLAR MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK MAIL AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2.3. B) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO GENERAL NOTESANCHORSPACINGTOBE 6-MAX FROM CORNERS AND IYO.C. MAX FORALL CURVEDFRAME RESISTTHEWINDLOADSCORRESPONONG TO THE REQUIRED DESIGN ELEVATIONS..._..._...__.____ 1 `( MEMBERS, SEE FIGURE I, THIS SHEET. PRESSURE THE 33-1D% STRESS INCREASE HAS NOT BEEN USED IN GLAZING DETAILS__.._.___...._ 2-5 THE DE SIGN OF THIS PRODUCT. THE I.B LOAD DURATION FACTOR WAS DESIGN PRESSURES ..__......._ 2-5 1YO.C. / I-.��m� �WDTH .� )--�TM­) I.... WM USED FORTHE EVALUATION OFANCHORS O:TOWOOD,ANCNOR57NAT INSTALUITION, FUWGE_........5 MAX. TT-•-- •--) T — , Tr, •l TI-- , LOME INTO CONTACT WITH OTHER DISSNMRMATERALS SHALL INSTALLATION, EGVA4LE(L._._ 7 MEETTHE REQUQtEMFM90FTHE RORm,4 BULGING CODE FOR CORNESTAR IN CORROSION RESISTANCE NSTALWTON, ENT. FIN S_,_._ CORNER ASSEA�LY_—____10 P T F 1 8) REFERENCES: TEST REPORTS FTL3e35, 7050, 7212 a 18-7763; ELCO O(TRUSION PROFIIFS.....__..._.10 MAX L ULTRACON NOR: DEWALT ULTRACON • NOA; DEW/LLT/ELCO PARTS UST ..................___._,,._ 10 .L J CRETEFLEX NIA; ANSVAFePA NOS FOR WOOD CONSTRUCTION E•----WroTH� F— WDTH--I fr— WIDTH —i r WDTH —I AND ALUMINUM DESIGN AAAFIUAL. TABLE 1: 10) THE 7720A SERVES WAS FORMERLY CALLED THE 7201820 SERIES I T�- --, T � T CODES/STANDARDS USED: 2 • 2CW FLORIOA BUC.DNG CODE (FBC), 7TH EDITION 11 •2017IlORIDA BUILDING CODE (FBC), BTIA EDfiION 1 1L3,13 � �0 DoaeAP94n 9�c1 1 7/1C L4M L1fi An-.090'PVB-311G 16 2 2 7118'lAM 1615PVB-S'19•)6 7 3 1-I/16'LA -]l1(r 2 4 HS..�PVB-L16•HS n IVT-711T• 1-t116'LnmLX)ry18'T-711e'Atr-Lid H4-.OBD'PVB-3118'HS) ] S N1E 18•An-.o9m SG-Sg8'An 1 e i/1C Leml 18•HS-.OA 5G-Y1C FL9 S 7 1-1/18'Wnl. Ki 18'T-7ltli'Ak-"I An-.OBC'60-]116'M 4 e 1.111CLoml.Q IrT-711W Alf -WIT HS-.090•SG-311S' S —W10TH�1 Tr � WIDTH —i {_ 1WIDTH -�{ )— WIDTH --) Tt SG'•'KURAPAY SENTRYCLAS' NTERLAYEW BY KUMMYAMERICN INC. Wy M1I O I /I 'PVB'='KIXRARAY 7ROSIFOL P1l8 NTEHlAYFA'BY KURN7AYANFRICq NC. / PRODUCT REVISED 9u=ing YwAN Ne Florla. E) UPDATED TO FBC 202Q REVISED ANCHOR TYPE TABLE JR-03H1710 M W > � � O LD N +IOU KLU N LU O ] Z ' d {IU1=UtT-1t LL N W n� Z � Z Z WI Oxa O O o S¢ O LU Q LU D Z IIFay-� O') Z 3pp ,W- O 2 +as X W u: C9 ONYILYIV/y/�� ` '��`•-UCENS,, NO. 50705 1k - -9 = ��O •� S7 T 0 O:.•�: A LYNN MILLER P.E P2t30T0] TABLE 2: ■mm©m000mmm� mmmmmm�e�mmm�-�m m�mmmmmmmmmm ommmm��mmm�->•mm mmmommo�s��a��®® mm m m�ii1�L'ffI1F7®m�� m THE TABLE TO DETERMINE THE VANDOWSUF nnnn�cv�.u. �.cv nnwvw. uvoinw.,, rnvm ,no iviv-nr wwcnsvn u� 2) FOR SIZES NOTSHOWN, ROUNO IMP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVEWHICH THE OVERALL DIMENSIONS COMPLETELY FG WITHIN. I �lmu 1)M4'•1V•IIYUIMCMI"M—,"""", ,--",—,CYYA1.—WWUWYi•iUtlll+A[.f 1',—M,—,",—WUWtNS"W THE TABLE TO DETERMWE THE VANDOW Ste. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIENSION. 3) FORARCHGECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THETABLEABOVE WHICH THE OVERALL DIMENSIONS wNiPI.ETEI.v FR Wlnm+. 7116' LAMMTED GLASS STACK I I 7/16' HEAT STRENGTHENED GlAS9 3H8'ANNEAIID GUSS 4 11 1 �' f� LONG SIDE GLASS BITE T 1J 1 6HORi RK)R fimE ZO 13 L �Y GLASS TYPE 1 LONG SIDE SHORT SIDE L TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN. 1-1119-NOLL GLASASS STACK GLASS STACK 3/16•XEAT 3116'TEMPERED GLASS STRENGTHENED GLASS 3116• ANNEALED GLASS 7116•AIRSPACE .o.PVB --I SHORT 11 INTERLAYER "1 SIDE 5 616' GIASS BRE 1-3 G LONG p SLOE °�3 1 a 21 13 GLASS TYPE 3 SHORT DE SIDE I ,_ E) NO CHANGES THIS SHEET. JR-03MI120 E pAY LYNIV %. T: No.58705 3 )cL %0.... AST TE F :•� •..Ra...... '01VAL A LYNN WL ER. PE. Design Plessm psf) f" Glass Types 2 & 4 ■gym©moomWindow m�m�®®®mm®®®ate 2) FOR SIZES NOT SHOWN, ROUND YP TO THE NEXTAVAILABLE SHORT OR LONG DIMENSION. 3) FORARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DPdENSIONS COMPLETELY FIT WITHIN. PRODUCT REVISED P1 ng w1N M. Florida lulldin0 oae NOA-No. 20.0401.10 rode.D.W. 21 91 024 B. to Yl.m .d. P.due 4e t *I E) NO CHANGES THIS SHEET. JR.03IIV20 rc P ` p S 1.11161NOM. TABLE DIMENSIONS MAY BE oL Z 7/10' LAMNATED GLASS STAC7( 711S' LAMINATED ORIENTED VERTICALLY OR rp o GLASS STACK 'I I GLASSSTACK HORIZONTALLY AS SHOWN. O PVBIY16'HEATSTRENGTNENED ClA55 LONG Q .09TIIiIAYt-R 3H6'TEMPERED GLASS SIDE116-HEA18•HEAT 3N6'HEAT S7AENGTHI7IFD GLASS LONG SIDE � I- {fU• 3/18'MEAT STRENOMENEO GLASS '—STRENGTHENED GUL99 EXT(E11R-I 7116'AIR 6PACE GLASS BITE � Z. d SHORTSIDEOzyoXLL D?1W NZfB]� B SOE GLASSSITE -3 IOR III000RRR _LONG SIDE 20 13 21 13SB IIND�. r GLASS TYPE 2 GLASS TYPE 4 sSSIDE .�`111p1Y LYn111 ji,,. SIDEIDE LONG ,. a0•........Ny �. 53705 SHORT SIDE ��0'.• fiTA e01',. (V� S�ONALIOG . A LYNN ULLFA P.E P.E.®iLS TABLES: Winder Dosign Plmetae (41, P30 for GWs Type 6 ebil0 n n 77w4 .1 ee 09 b a m 0a tm tm 1W 110.1R A •Bp'-1a0 .W-1n.e ♦BN-m.s 6 KN•IRta ♦Bp'- .BWItBe NIU- .8N•11.5 ♦OU• w •8lY-ins ♦9U• a •BO'.n1 N -10 NO'-1m.e tin KN.tma ] •BB'.1.1 ♦9B 1.5 - w.. .1 •0- 41 O •x01-Iffi1 ♦BOI• tl4 •OU-1,1 ♦W-lw. .Wawa ♦W1 0 ♦HU•tm. NAY•tw) N1U.Im ♦9a•- ♦ml• me ♦W'-W3 •BU'-0Ta WU9LR ♦W-w.0 N •W-@ NaaO H�.e A Hae • 14 .lae.e N e H-00.1 4! n ♦W-10a] .xn.loa. wvtme .W.Bx.e N1U-one .Wa > •8Y-8).1 .W-We •m� I I.e Mwa ,5 M®e Nat Mnx «. i Lieu N•R1 «•ni • A �.ln � 48 01 ♦BU•101.1 •BN-041 .Ad-BI •BO•aLt .BOI-920 •Bp'a41 ♦m•-00.9 •IaeR Naa.! Nas.i J ♦FOR H-012 •hi9.l M• 4a M]4] Mi01 •FTSB - Ma1.2 .H 0 Na9.a •4840 N •/dl.e 8 6] 6s ♦Waal HpF97.e NlUal.l NaG2 H-0IA Naaa HA9 NAB NAJ N-0IA N-R1 ♦I->} MaIB N-14.1 H-a1.8 N-}l.] -691 NA) H44< N-043 NAB ♦Mt.a MA1 Nat] w 08 - Ndl1 Meat N440 H-0le Mn Haae Ma8 M)a2 H•). Mn M11 H-09,B Ma)x NeeB N-0l0 •loll 2 -0I.B AJ «-0at C 91 N-01.0 MBDB .. nB .f_n.a a -2 N-}flR N•a1.e 1. • 1 `I•]1.a < N88 ♦f�A9 NaI.B • NAB N-0O.B ♦Fa4B mP 81 w Na2 -04) H•}B /•T N-n] N•n8 N- t.) H•nR M}OR N-n. Wade Na}.2 N-0aR ♦ ♦I@a ,Fe2 B&)R n M>).] «•n.e Mne Mm.z ♦I•m Naea Naga N-01.9 Nffie HAB NA] ./ax.e Ma1.1 ao-.41 NAB -Fw.2M.e I./a1.o aLB N<ao 11 11 TIP-TO•TIP DBNENSK)NS SHOWN, FOR INTEGRAL FlN AND EQUAL LEG WINDOWS, SUBTRACT 1- FROM THE TIP•TO•TP DIMENSION "'THE TABLE TO DETERMINE THE WINDOW SIZE. 2) FOR SIZES NOTSHOWN. ROUND MTO THE NEKTAVAILABLE SHORTBR LONG DNFNSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TA13LEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FIT WITHIN. ■ Ills fi. - F Window Design P}netn'e (41, psf) for Glaze Type T sue ] 6s718 b n •80'-Im n •W-1m mv. •90A m m . >0 m . m m •Ba'-1m w ,BO'- m In, ♦Ba•-1J0 Im ♦BY.1J0 1m NB'.12D im ♦mF120 1lo-lrz Ndt]0 2] m •WIm N)L-1m •90'•1m •ON-1a0 ♦80l•Im •BGt]0 .en.lm btl-1a0 NIU•tm •pW-1]0 Wlm •Ba'•1)0 OaNm WO1.120 BBI-IA .Bmt]e ♦W�-1]0 •9N-t]0 ♦Ba'-1]0 ♦Oa'-I]0 am'-1a •w�-IJO BU-1]0 Nd-1]0 •w'-130 w eB ♦xOF1m •W-1]0 Np••tm 30 Hd-tm •9N•tm ♦Ba'-1212 Nsx1m •BW.IlI.e ♦W.. NIV-Iua ♦Wtm .Ba'-m.s ♦W1A] ♦w�.1,G, . ..... .BIN-iu.e ♦Bd-122e •ml-H:s ♦Ba'-txe.l .Ba'- .w•.,me -.5 .Ba'.na, KU-,me ♦BW-I141 .BNnm.] .1 .BD-tA wBFtxna Na'-, za.] ♦W-121.s •Ba'-Ixt •BU-,1a0 WN-116a •BIN-ltae Wa'-ne. •BV-Itl.. LBO'-1u9 •Btl•tw.! ♦Ba'-Iws .90'.Iw1 . -Imo ♦BN•im.0 •Bm-Im.s ♦90I-B> •BM.IBI.s ,., Wd-w.8 ♦BD'ABA Na'a2 KO'Aa> ♦BB•40.9 Kd.Bil NN-w8 4! - "t1s ♦W1ta0 2Wa12) ♦W1 l8 •W-10a1 MN-,W) • 10)J ♦W-t •BM102e HR/-040 .�-04] ♦BB'alA NW- NAY- •BIN ] Nan, .DD'-9a Haf.B ♦-1 .BURR •CYA, Np/A. ♦W-0.] qa .tag Itl2 ♦eU-IUAe NNI -I- Np•1m.1 Nlv-tm W •ml-W.] NMate ♦I-04a 7 N-00 --. ♦eU-0J.0 HDla1 M]4> ♦l-n.e p s+ dl .oa.nae .W'-twa ♦ca.IBa] MO'-tm.0 we -we .BU{d> wnm.e •m•. > .ea -We , wa-vf.> .Ba'-wA .Fw] ♦lei Naex .eUl2a .mA .eaaB.s . .Fn.a M>lB Mn. .hna «->.. •F>,4 LN•NOWW,LLB-'--,W¢9a2L1.a22e,e 4 ♦Hi Ua. Bi ] NN--.nnea1 -NMN6-TTLO14..)OJ1 Na>.an Na9,1 N♦.mWa�-0-.WwB..ae ]i 2) •M•NWBNY-n--eWle.a] .t0 N•NMLw•'7-lwa NMG'aEal NNN-•>M-0B.1. NHaAn2g mfimwS3B M, ♦BU-0Rw WaJ ♦,♦NeeflUUYAAa82lB B a> >' 13 N MTtB M71 M>0 Hs0 w 86A Nam; � i! Al •8U-01 ♦•n.i «-n. «-qA H-».x N•T42 N. > HNae MA.S N-08 n •eUAx N-A. .1-T11 Mnx N-)1 N{a4 TABLETO DETERMINE THE WINDOW S� '� 2) FOR SUES NOT SHOWN, ROUND 0 TO THE NEDITAVAILABLE SHORTGR LONG DIMENSION. 3) FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SME IN THETABLEABOVE WHICH THE OVERALL DIMENSIONS COMPLETELYFTTWIRON. 7116•LAN@NTED J L� GLASS STACK I I .090' SO INTERIAYER YIS-ANNEALED GLASS Y75-ANNEALID GLASS PRODUCT gREVISED 4 11 Build HtB GaEe�N the FloAda NBAa2e. 20.0401.10 v U.. D.W: 2/1812024 BITE LONG SIDE D 12 r rMlem Dade P10doe 04 f101E%TERgR $NGRT a 20 SIDE E) NO CHANGES THIS SHEET. r GLASS TYPE -L JR-0,Vll= -1- LONG SIDE --�{ 1 W SHORT a 0 SIDE u0 L a0 TABLE DIMt:NSIONSLfAY BE 01yi W '2 ORIEN7EDVI3TTICALLYOR O-1� Z ze p HORIZONTALLY AS SHOWN. = TD O UU$ �Z ^ 7 BN 1-I/16'NOLL LD 04a GLASS STACK 7/I6-LAMINATED d O O W o GLASS STACK P Z Faa, fp 311W TEMPERED GLASS 3116-ANNEALED GLASS J m Q 3116-ANNEALEDGLASS QF Q 7/16-AIRSPACE I ~ .090'SG INTEALAYER yl SHORT Ipp N 11 SIDE ®g � j N F IO Z 6 O It IB,S GLASS BITE Z 1-2 SIDE W W PTERIOR LL O d GLASS TYPE? $Horsy ,.`It1tl1Y I_'rr�y'' SIDE J AND•.......... ¢j�'4i A LYNN MILLER, PC P.EP 5fl7m Window Doslgn Pressure (+/-, psi) for Glass Typos 6 & 8 Sidq TIP m Tip N 6a718 73 77 78-3M a1 1 85 89 m 97 101 105 IDS 110.7l1 1 113 IV 121 125 129 137 145 31 +901-130 +906-130 .911-130 490'•130 .aW-im .301.130 +90'-130 +W.130 +90/-130 .9W-I30 +901.133 4901-130 .901-130 +901-130 +901-130 .901-130 .Sd-,m +901-130 +501-1m +301.130 m .mAlm +9Wim +501.131 +130 + +9W-1m +9W.1m +9W1m HW-1m +90/•I30 .9W-im +9W-130 + W-130 +9W-im +9W,m +9W-1m +9Wim +SN•1m +9W-1m +SW-130 35 +9W-tm .90Mm .9W1m .W90'-1m +9W430Im .9WIm +91 .SOf.1- +S01-Im .901-Im +9W-tm NW1m +9W-1m .9W-1m +SW-im WW-1m -W7130 +BW1to .m.110 37 +90/-1m +9W-im +9W1m .9W-tm +9W.1m MJWnm +W43O -130 +0W1m -M-130 +9W-1m MW.130 +9W1m +BOF130 .9W.im .801.1m .9W.im .0-110 .m.110 39 +901-'m +301-130 +90/-1m +9W-,m +Q +9Wtm +801430 +90'•tm +9W.im +9W.1m +9W1m +9W-130 in- .90'-tm +9W-,m +9Wtm .9W-Im .W-1m +8010 .m1-110 +�-110 .BW-110 41 .90/430 +9W-1m +9W-1m +9W,m +9W-1m +9W-1m +SW-im +9W-im .W/•1m .9W-Im +9W-1m +90'-1m MW-im +M.110 +BW1fo .BW-110 +W-110 +eW110 .80/.110 93 + +90 1m +90'-1m . +9W1m +9W-1m +9W-1m +90'-1m +9W.1m +901.130 +901-130 +9W-tm +9W-tm +WMI0 +NI-110 +BW-tl0 +BW-it0 .BY-110 +w-JI0 +BWIIO .BW-n0 85 -1m +9W.1m .9W-1m .M.130 -1m +9W.1m MJW.tm .9Wim KW.tm +90'-1m +BW1m +SW-1m +SW-Im +BW-tt0 +9W110 +BW110 .5W.T10 .BW-110 .9W-110 .9W710 +92-1 to n 47 .9WIm .W-im .9W-130 +9W-tm + +9W.1m +90'•1m .9WIm +9W-1m HW1m +aW.ilo .6W110 .BW.110 +BW-it0 .BW-n0 4aW-110 .9(Y-tto +aWno F' 9 49 .BON-tm .9W-1m .SOlnm +9W.,30 -1m .901-tm .90F1m +9W-im .9W.13o .9W-Im .9Wt10 +aWtto +9W-ti0 +9W110 +90FIID .801-110 .EW110 +W-110 St +901-130 1 +9W130 .901-130 +9(Y-130 .9W-Im +90'-130 .901.130 N-12a +B01-110 +BW-im +801-110 +BWim + 410 +801-110 .801-110 .BW-110 F 5] +90%tm .9W-1m +9W1m MW130 +9W1m +9W1m MN -I Q1 +W-110 +BW110 +w-iia +80%/0 1 +w- 110 .8W110 .BW110 +BW-110 55 +901 +9W-I" +9Wim .9W1m . -130 /188412811 +9W110 +601- 110 +BW110 +BW110 +BW110 +801-110 .90F1f0 .BW110 57 +90 1m +9W-,m .9W- 130 +9Wdm .8 +8WI10 +BWnto +BW710 .8W.110 +8W-110 +BW-110 59 .9W-1m +9W1m .g0%1m +®.61•120. + W-110 +8W-110 +W.Ilo .8W110 M +BW110 +w4io +8W-110 of .SI +9W-1m 9.W-129. +fiW110 .aW-110 .Ilo .8W.110 +BO%IIo +8W110 -110 +8W-110 .801-110 63 +9W1m +9W-tm +8Wt10 +BW710 +001-10 +M.110 .8W1/0 +M.Ilo .BW110 68 +9W-130 +SW1m +SV-110 +BWt .BW-110 +BWit0 +8W.,10 .80'•1f0 67 +m/• .BW710 +8W-110 IO +801 +8W-110 .SU-110 +BW-110 fi 30 +80/•im +8W110 +8I11-t10 .6W-Ito +8(1.110 .eW-ti0 +BW-ito 73 73 .801-110 .8W-110 +8 .81Y-110 +BW-t10 .BW.i]D 77 +8W110 .fiW-iw .fiwmoWtto +8W-110 law +eW-tm .fiano +BW-Im .Bo%no 2) FOR SIZFS NOTSHOWN, ROUND UP TO THE NEIRAVAOABLE SHOR70R LONG DNENSION., 1 rnum ine nwl�-nr uuncnaiun in i ne innue iu ueiuwune one wwww aue. 3) FOR ARCHITECTURAL WINDOWS, FlND THE SMALLEST WINDOW SIZE IN THE TABLEASOVE WHICH THE OVERALL ONENSIONS COMPLETELY FG WITHIN. E) NO CHANGES THIS SHEET. JR-0311720 i TABLE DIMENSIONS MAY BE o !� ; Z 9 ORIENTED VERTICALLY OR p O 1.1/16'NOR HORIZONTALLY AS SHOWN. "Z - W 7116-LAMINATED GLASS STACK 7116'LABENAIED LONG GLASS STACK I I GLASS STACK SIDE m Q 116' HEAT STRENGTHENED GLASS LONGSIDE f .09116 HEATHTELAYER 3118'TFIMEREO GLASS 3/16- HEATSTRENOTIENED GLASS O Z � 1e 3/ie'HFAT STRENGTHENED GLASS STRENGTHENED GLASS 7/LB'AIR 6PACE ,090.6G NTERIAVER SHORT y 3 N i 6IDE r O N SHORT L� Z L °I� 5 'l SIDE f c0 Z GLASS BITE GLASS SIM T >W N 1-2 1-2 LONG SIDE T I LL ❑ , EXTERIOR EXTERIOR ('1 20 13 !�I - s 21 13 SHORT SIDE 1 BIDE �`�ap1Y1LYgt;V�' r GLASS TYPE 6 GLASS TYPE 8 L I ``t��''ticwsF'��!! N.. 53705 SHORT O ' BODE E r�7,/ A I111` 7X WOOD BUCKSTRIP EDGE OR FRAMING, SEE DISTANCE NOTE 2, TMS SHEET INSTALLATION TYPE A WINDOW EXTERIOR BUCK HET EIGH a T TIP -TO -TIP WINDOW HEIGHT VISIBLE LIGHT HEIGHT WINDOWBUICU HEGHT- 2-Lr TYRANCHORTYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE B. THIS SHEET INSTALLATION INSTALLATION TYPE TYPES EMBEDMENT EMBEDMENT 1X WOOD BUCKSTRIP, ird'MA% SEE NOTE 2, THIS SHEET sHDn TYP.ANCNOR .E EMBEDMENTIWD EDGE PRODUCT REVISED EDGE DISTANCE PER SUBSTRATE DISTANCE P1YInppvAth the FloHda EDGE B SEE TABLE B. THIS SHEET BUI1Cl.0 CoE. STANCE NOA-No. 20.0401.10 FOR ALL OF TECTURAL •• '•: MC 11-741- •�; :• AX. CONCRETECMU PER ANCHOR REQUIREMENT INSTALLATION METHOD D 114• MAX SHIM B EXTERIOR /t•'t STEEL wxG �Y MS (G5), ), SEE TABLE B, THIS SHEET MIAMI4IADE APPROVED MULLION (SEE SEPERATE NOA). ALUMINUM. STEEL FRAMING OR STEEL STUD, SEE SUBSTRATE PROPERTIES. TABLE &THIS SHEET 1 exPin9on DaN 2/1912024 ey 'Oaf ! ee,ttt�oae. Proal fso o-ef E) REVISED ANCHORTYPE l'i TABLEUPDATED MA7T72IAL PROP. TABLE. EXTERI 11 _ VISIBLE UGHTVAOTH B WWOOW SUCK WIDTH-2a� WINDOWBUCKWIDTH •;•. :.r: .. �, ... CONCRETHOR JR-03I11120 t7 3 W TIPTO.TIPWINDOWWLOTH HORIZONTAL SECTION A -A REQUIRPER EMENT Lu of } o M lu SumiMa I,- AGn Emeeemm! O.C. 9 e12.W41CSSS— a t r fie' ntln AMSe,, stnl Snq, a a mW. yr nar 1e oa • t tr 012v H451eel Bay.•(GS) atMm PM eG.nSe 6'tr Rae tt AlaNmvn et161 mart 1'r 0." tr Ate Stwl sma st o-. asmn yr yr a06T• aas- to Ga • tr tr 111410S C.*iv WU. M 04M2-1? 1-tlr 1t C—ele Ntlrt l]e kM r Tar tr ursne ue�t calluau xu T tad• Ir ibto.l. rtxu cN c 2-6t avr t•vr tr tr yr srea lAUwat. caame mWv aw talc t-trr far 1nN• tr Ntr SIM I.P actin (:aen4 xsw d 1•llr at¢ tad• ad �r �116'MA%SHIM LNGRODT ALL MEAD TYPES APPLICABLE T1%WOODBUCKS INSTALLATIONNOTES WiE SEE NOTE 2, TH6HEET I Naet T } Y SUSEO ON THIS SF¢ET.Fp.LOW E®EDMEM AND EDGE DISTANCELIMITS. . CONCRETE PER Stetl St EMBEDMENT .. `. ANCHOR 2. WOOD RUCKS DEPICTED ON THIS SHEETAS'1X•, ARE WCKS WHOSE TOTAL 410So - REQUIREMENT THICKNESS IS LESS THAN I-V2'. 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN Eko lXtra BE INSTALLEDDIRECTLYTO SOUDCONCRETE WOOD BUCKS DEPICTED AS V4'DeW ftU - . RX'APE 1.12'TMCK OR GREATER. MSTAWLTK7NT07HE SUBSTRATE OF qfO SS EIadDanc a S INSTALLATION TMP• ANCHOR TYPE, EMBEDMENT WO OD BUCKS TO BE ENGINEERED BYOTHERS ORASAPPROVED BY AUTHORITY HAVING JURISDICTION. 6053-TS Ah DISTANCE TYPE B AND EDGE DISTANCE PER SUBSTRATE SEE TABLE S. THIS SHEET S. FOR ATTACHMENT TO METAL: THE STRIICTUNAL MEMBER SHALL BE OF A36 Se Gr. 33 Stet VERTICAL SECTION B-B SIZE TO PROVIDE FALL SUPPORTTOTIIE W INDOWFRAME 4.1F APPUCASLE LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIESTO WHOLE SYSTEM. TYP. ANCHOR TYPE INSTALLATION INSTALLATION DGE EDMENTANDEDGE TYPE O TYPE F 2X 1:0DBUCKSTRIP DI DISTANCE PER SUBSTRATE OR FRANSiS,EET SEE TABLE 9, THIS SHEET 1XWOODBUCKSiWP, NOTE 2. THIS SHEET EMBEDMENT SEE NOTE 2, THIS SHEET EMBEOh.>EI47 INSTALLATION EMBEDMENT I AX �I I SHIM TYP•AHCHORTVPE EMBEONv+TAKD •: TYPE E EDGE DISTANCE PER SUBSTRATE, EDGE _ B SEETABLE9,7HISSHEET EDGE DISTANCE DISTANCE /t. �1/r MAX 2 2 SHIM 12 USED FORALL r -- SIDESOF 11 S ARCHITECTURAL '•' '•:.• EXTERIOR SHAPES ®11-71W 29 O.C. • !.• �. '.:� ., 4 �. 11 I VIGHTWIDTH• 5 CONCRETEICMU IF yyINOOWBUOVygUCI(y9DTH -2y4- PERANCHOR REQUIREMENT YANDOW BUCK WIDTH CONCRETEKMU WINDOW HORIZONTAL SECTION C-C BUCK HEIGHT I INSTALLATION TYPE H � PERANCHOR EM REQUIREMENT v4• MAX SH(d VISIBLE LIGHT HEIGHT. WINDOW y BUCK HEIGHT- RIOR 2.7N• STEELSELFDRILUNG a SMS ME). SEE TABLE 9, THIS SHEET M"14)ADE APPROVED MULUON (SEE SEPERATE NOA). ALUMINUR STEEL FRMAING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE %THIS SHEET _ 21 11 Alvlar SiA1oIM0 tlI— LNI. bneaalnea Spun .v an4 nosS Salev n In yr r 800s'� A]e 1�6 ' nosT • Ir Slod Slut Gr. ynmt 1r aDLr le IT nxdn4 smH sme•(0s1 SgpMmPkfe G+a591 ellr 1de• Ir Akane.m.eom- mn »• nller• Ir AN 61etl slue r. ]]ms9 1'e' yc a o.oas• e Ir I Vr 41e SS CmmRev a IN 09m x-1? 1-W Ir Cmoel•(mn a]]Wl r 1-Lr Ir 11r SlM lmmovl emcnm me. zes lv Cmvem fm 2e5 r x-7T ialr lyr Iz Ir wimmsea Osm •Orr Vr SleelMfmml+ CmudefmK ]kP) m IS•lr i. I.Lr Llu• 1r Ir Vte• steel LLbame �e .ne 4Vr I-0Ir 1r x-Orr wfr 1 ... •UNGROUTFU) CMII' VAWES MAYBE USED FOR GROUTED CMUAPPUCATION9. 6 T-114• MAX SHW ALL HEAD TYPES APPLICABLE. JTl_ INSTALLATION NOTES: } IX WOOD BUCKSTRIP, 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMFNTAND I SEE NOTE 2. TKISSHEET EDGE DISTANCE LUTE. 2 WOOD BUCKS DEPICTED ON THIS SREETAS -IX-, ARE BUCKSWHOSE TOTAL EMBEDMENT CONCRETEPER THICKNESSIS LESSTHAN 1.1Ir. 1X WOOD SUCKSAREOPIONALIFUNITCAN ANCHOR BE INSTALLED DIRECTLY TO SCUD CONCRETE WOOD BUCKS DEFICTEDAS _��• - REQUIREMENT -WARE I-I/A•THICK OR GREATER, INSTALLATION TOTHE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS DRAB APPROVED BY • "• AUTHORITY HAVING JURISDICTION. INSTALLATION EDDE TYPEF �DISANCE •'TYP•ANCH DITANCEMSEOfAEM TO PROVIDE FMENTTOMETAL••THWINDOTURALM.QABER SHALL BE OFA3� AND EDGE DISTANCE PER TO PROVIDE FULL SUPPORTTO THENlINDOW FRAME SUBSTRATE SEE TABLE B, THIS SHEETVERTICAL SECTION D D 4 IF APPLLCIIBLE ECHOER DESIGN PRE65URE FRON IUTRIR WWDOW OR MULLION NOA AP PLIES TO WHOLE SYSTEM. - Matedal Mi. F, W . F. Steel Suaw 92 ks1 120WI 410 Screw 90 ksl 110 ksf Elao UIUaCmB 1S5 ksl 177 k I U4' Dffldt UOnCOR+G 410 SS EICNDwMt ClsleFleaO 148 kel 127.4 kel 164 ksl 189.7 ksl 6053-T5 Akxnl= 10 ksl 22 ka A30 Steel 36 ke1 50 ks1 rL 33 Steel Stud 33 kel 45 ksl P ODLIC.T REVISED euila_P 7 �N N. Fledd. NOA-N., 20.0401.10 In9on D+U• 2719 2024 ey. YI 1lll Mnm -D.a. rl.a. fad tnl E) REVISED ANCHOR TYPE {{ TABLE, UPDATED MATERIAL PROP. TABLE m( WJR-03111410 UJI it c o N aWa 0 N JO Z ' d UU9ILI O RW" Z V 7 C7 C)ZU. O Z O O r 3 Ip M. laay5 ® t7 g ? N fA = O 0 O J R 5 LL W 6 •nD _•-a �fms UcLNriy/A����/,, ;} No. 507G, TE A LMEoNLLFIL P,E P.E. SBNIS TYP. ANCHOR TYPE, 2X WOOD BUCKSTRIP BEOMENT AND EDGE EMBEDMENT OR FRAMING. SEE ICE PER SUBSTRATE. NOTE L THIS SHEET ABLE 10, THIS SHEET EDGE INSTALLATION DISTANCE TYPE HP MAX 3 SHIM 12 USED FORALL SIDESOF e ARCHITECTURAL �oJOR 29 SIWPES®11.T/B- O.C. MAX �. JMFRAMESAREOKYTO BE USED INSTALLATION WITH GLASS TYPES I4(PVB INSTALLATION TYPE INTIBTIATER), NOT TO BE USED WITH TYPE EDGE GLASS TYPES 5-0, (SO "IERIAYER). DISTANCE �� 1H'MAx �1 SHIM EDGE DISTANCt--I O2x WOOD BUCKSTiUP 2x WOOD BUCKSTRROR FRAMING, SEE OR FRAMING' SffPRODU�CITgREVISED NOTE2.THISSHEET NOTE 2, THIS SHEETBo1MleH wa•vAth th, FIoAE. TYP. ANC/IORTYPE. EMSEDNENTAND NOA-No. 20.0401.10 EDGE DISTANCE PER SUBSTRATE, In0oa Dab 2/1912024 SEE TABLE I0. THIS SHEEP B>r� 'a DOW INSTALLATION BUCK TYPE YPE L EXTERIOR 114' a MAX. SHIM VISIBLE LIGHT 9 HEIGHT WINDOW STEEL SELF-ORL UNG BUCK MS (OS), SEETABLE HEIGHT- 10. THIS SHEET 2074' MLAMI-0ADE APPROVED MULLION (SEE SEPERATE NOA. ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPENTIFS. TABLE IOTHIS SHEET 21 5 2X W000NG. SEE OR FRAMING, SEE NOTE 2, TM49 SHEET MAX SHIM INSTALLATION TYPE J 0 EDGE DI�srANGE EMBEDMENT TIP. ANCHOR TYPE...... AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 10, THIS SHEET VERTICAL SECTION F-F EMBEOMENf Dr 412i Mlem ads Pndo % tnl E) NO CHANGES THIS SHEET. JR-03111120 E R VISIBLE UGHTMM e W WDOW BUCK WIDTH • 2-W WWDOWBUCKWmTI - HORIZONTAL SECTION E-E Anctwr Substrate Min. Edge Distance Ma. O.C. Spacing •1 Y . e%SoLdhem PIrwT9Ga . 2-lrZ Y .131' COmman Nab era Fine, = . 2.1/2-x.145- NaJ S"119;1 Ge0. 3/e* 5' 010 x 1' Steel Screw' S0U1NBrfl PN1e (SGa0.55) 1? 5' 0.093' AMniman, 6083•T5 mlm 511e* S, 1/1e* A38 Steel site* 5' D.OW 18 O SNni Stud, Dr. 33 511e* S INSTALLATION NOTES 1. USE ONLYANCHORS LISTED ON THIS SHEET. FOLLOW EN@EOMENTANO EDGE DISTANCE LOOTS 2. FORATTACHMENTTO METAL' THE STRUCTURALMEMBER BER SWILL BE OF A SIZE TO PROVIDE FULL SUPPORTTO THE WiN00W FlUME. 3. IFAPPLICABLE. LOWER DESIGN PRESSURE FROM E01ER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Mabdal Ma. FI Mn. Fe Stool Senw 82W 1201a1 8057.15 Alminyrtl low 22W A38 Sleel 35 W 58 W tr. 33 Steel SWd 33W 45W n v 4 0 w O m LDLU m K Q P p J S to Z 7 B lj ZLL 8 g F Z O o oN sZ q O 1a -a1 m ws 3 4 O O O Z G yaa Q LL aaI LL 'aaA] a Haig No. 58705 .P TE F A LYNN NULFJI, PE REAMING EDGE DISTANCE 2X WOOD BUCKSTRIP OR FRAMING, SEE NOTE 2, THIS SHEET INSTALLATION TYPE M C E T.RKIR a WINDOW BUCK HEIGHT VISIBLE LIGHT HEIGHT - WINDOW BUCK HEIGHT- 2.3/4' 6 INSTALLATION TYPE N EMBEDMENT. L TYP. ANCHORTYPE, NN FRAMES ARE ONLYTO BE USED EMBEDMENTAND EDGE WITH GLASS TYPES 14 (PVB EMBEDMENT PER SUBSTRATE INSTALLATION TYPE M INTERLAYERL NOT TO BEUSEDWTTH INSTALLATION SEE TABLE 11, THM SHETET GlAS9 TYPES S8, (SO INrERIAYER). TYPE N EMBEDMENT p EMBEDMENT r-- ZTHIS ip'MAX SHIM 1X WOOD SEE 2X WOOD BUCKSTRIP NOTE 2. THIS SHEEP OR FRAMING, SEE NOTE; THIS SHEET �114' Mm TYP. ANCHOR TYPE, EMBEDMENTAND SHIM a 0 EDGED IPER SUBSTRATE SEETABLEI1, THI$SMEEf 12 USED FOR ALL SIDES ARCHITECTURAL 8 EDGE 3 SHAPES 11-71 SHAPER ®11.7/8' !0 pISTANCE O EDGE o.c.MAx. � DlsraNce 11 EXTERIOR INSTALLATION TYPED 4 11 I VISIBLE UONrwIDTH. 5 114' Imo— TDOWBUCKWIDTH-24Y4'MAX CONCRETECZMU NCHOR PER AREM REQUIREMENT aSHIN p-nDly BUCK WIDTH EXTERIOR J\/L HORIZONTAL SECTION G-G e STEELSELF•DRILLINO TABLE II: MS(05). SEETABLE i 1, THIS SHEET MIAMI-DADE APPROVED MULLION (SEE SEPERATE NOA), IN ALUMUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE II. HIS SHEET Antler Se4vbete DIwm Min Embe4nwd SIrO�M H2 orH4410 SS Suers Pow SG•0.55) 6' I 8' 4.r fi0G3-T`� S ' A38 Steel 3w 0.00 • 4.7 Stool SM. Gr. m mkt 318' O.o45. 18 Ga b.r H2a'CI4Steel Setups SMlwm Pirw ISGe0.55 911 V 14 4.9• AluMmm�6063-T5 aw O.OW• aw AM Steel 3'r SOSP • 4.r Sled Stud. GI. M ntln NIT Ow . 1B Ga ' 4.r 114'410 SS CreleFlu Urqwd CMU(ASTM 2-12• 1-V4' r O.-to(Mn 3.3S k.0 1• 1.Y4' r I/4'Sted llilmcw Coewb(mh 205 1• 14Y4- r Cwuete 285b 2-1 14'98' r n.4e1 CMU. TM 2-1lC /-VT r 1/4•Sled U9a4OH Cuxmlo (mire.] kti 1• 14Y 4.r � (bA TM G90 1' - 4' b.r 5/1r Sted l)tlmton CwcrNe ntlrt 35 k. 1-I/4' 1JI4' r a4u. G9o) z-12• Ia/r r MAX SHIM �1/4' 11XWOODBUCKSTRr, 'MIN. OF 3TH"EADS BEYOND THE METAL SUBSTRATE SEE NOTE 2, THIS SHEET 'UNGROUTED CMU• VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. INSTALLATION NOTE$: ALL HEAD TYPES APPLICABLE. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMSEDMENTAND EDGE DISTANCE LIMITS. _ 2NgOD BUCKS DEPICTED ON THIS SHEETAS'1X', ARE BUCKS WHOSE TOTALTHICKNESS IS LESS THAN 1-12'. 1X WOOD BUCKS ARE OPRONAL IF UNITCAN BE INSTALLED DItECTLYTO SOLID CONCRETE CONCRETFJCMU -' - WOOD SUCKS DEPICTED AS 'WARE 1-IQ' THICK OR GREATER INSTALLATION TO THE SUBSTRATEOF PER ANCHOR �, EDGE WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. REOUIREMEM DISTANCE 3. FOR ATTACHMENTTO METAL: THE STRUCTURAL MEMBER SHALLBE OFASOP TO PROVIDEFULL SUPPORT TO THE WINDOW FRAME VERTICAL SECTION H-H 4.IFAPPLICABLE. LOWER DESIGN PRESSURE FROM EITHERWINDOW ORMULUONNOAAPPLIES TO YMOLESYSTER Material Min Ft Min. F„ Sted S_ 92 k5l 120 kel 410 Screw 90 WI 1l0 kel Elao UitraCca 155 kel 177 k.l 1/4' DeWdt UlbaCme® 410 SS EICNOOAaIt CmteFlexO 148 kal 121.4 kei 184 k5l 189.7 k5l 8003•T6 Alt.II n 181a1 22 k51 A36 Steil 38 k91 5B kel Gr. 33 Steel Stwl 33 kOl 45 kbl PRODUCT REVISED Se11Gb9 E� wlth the Flodd. NOA-No. 20-0407.'10 NAUoe oat.• 2NB12O24 By, 'fQ2S 1 MMm A4. /r.4ue Go trot LANCHOR TYPE ATEDMATERIALLE 0 . `�Op1Y1L..... .Y NN.. 58705 STrTE F (V ..VAL16r'G`` A LYNN MILLER, P.E P.E0 mm rSLE 12.- Ism POT Partp Description Material 1 4253C Flanged Frame Alum. 6063-TS 2 4285 Equal -leg Frame Alum. 6063-75 3 4256 Integral Fin Frame Alum. 6083-T5 4 4255 7/16' MIL Glass Beading Alum. 6083-T5 5 4254 I.G. Glass Beading Alum. 6063-T5 Be 4270 Installaton Fastener Cover Alum. 6063-T5 6b 4224 Installation Fastener Cover Rigid PVC 8 4267 WIT LemL GI®s Beading for Curvy Alum, 6D63-T5 9 4269 LG. Beading for Curves Alum. 6063•T5 10 705M Gasket (at 90" comer)ointe) Pdyethylme 11 TP247/8 Vinyl Bulb Weatherstrip Flex PVC, Dorn. 65+1-1 12 61308K jFoam Beading Tape 13 Dow 791, 899, 983, 995 or GE 7700 Backbeddkng Silicone 20 71652K Setting Block, Mono. 3116' x 711T x 4" Neoprene, Dum. atii Wi 21 71704AK Setting Block, I.G. 3116• x 1-3132° x 4" Neoprene, Dum. 85+1-1 k6 x 1-1/4' FH SMS (Curved Beading) Stainless Steel q8 x 1" Quad PH SMS (Assembly) Stainless Steel V Komm eding Kodnspace 4SG TPS See thisSheetfur Materials Quanex Super Spacer nXr Quanex DurasealSpacer Cardinal )_ Edge Spaeer ASSEMBLY DETAILB FOR FLANGE & EQUAL -LEG FRAMES 0 z.7B4 2.784 2.78a ma• wllr asd'—.-IL.— .604' �.IL�--. .575' 'D7d• .WY 1]76- •Q74' r .OSr 137s1f*,174r-1 500• us 1SOs rso,I 050msxPRODUCT REVISED empl o vAN Lb. FIoHd. .ila'meX:OEQUAL4.EG FRAME N011-No, 20-; 401,10 a lratlon Dote• 2/1912024 1,137-�Ry�+- 1 �af•.— •3E8' Ni— , d. Pr.do er- WI .8--7�15----•• .87sT I���Lyply ��p .871 I II .8771 {{ E) ADDED BACKBEDDING. ,p58•.D's. I$E1 IIII .OST IR-0311120 O GLASS BEADING O1. BEADING I.G. GLASS O FASTENER COINSTALLATIONVER O GLASS CUBRVVEES G lO FOR CUW RVES Y W SILICONE HOT -MELT ALUMINUM POLYISOBUTYLENE ESICCANTFILL ? a 1 'wa B�• REINFORCEMENT STRUCTURAL SEAL 6NSNOM K v O '• 3116•NOM. SILICONE N Q PoLYISO• Ind•NOM' 8n6'Noll }� BUTYLENEWITH STRUCTURAL BUTYL ROLL-FORMED SEAL O N alro N DESICCANT s1LFO WLTH DESK FOAM ANT STAINLESS STEEL DESICDANT z LL EXT. GLASS EXT. GLASS EXT. GLASS EXT. GLASS . GLASS U LWj ^ O INT. GLASS NT. GLASS INT. GLASS W— o 6 au an0 KOOISPACE SUPER SPACER DURASEALn XL EOGEr� ^ W 75 78 77 78 > Z 2 0 450 TPS NXT n SPACER SPACER O Z O 3L)0 00 ASSEMBLY DETAILS FOR FIN FRAMES 7d' RrK ANGLEDICURVED ANGLEDICURVED 0 0 0 Z FRAME ASSEMBLY FRAME ASSEMBLY F 2 roa5 j II I I I IY I JI ,10 ,ALL I BO' CORNER FRAME ASSEMBLYPA BD' CORNER FRAME ASSEMBLYA ALLCORNERSTO N IANDoiORSSEEAJ.ANT CORNERS TO ``I �ANKET DIORSF�Nr'LI EXTERIOR _•No.5870uEQUAL-LEG FRAME _ /'RIORLANGEFRAME EQUALISO FRAMEINTERIOR EXTERIOR WEIRS , f�` 1 MITEREDFRAME WnHIKELUORO'n AND EXTERIOR FRAME WELDS '+�s '•:?ORIDA,:' ���� FLANGEFRAME (SHOWN) OR CORNER KEYS AT (SHOWN) OR CORNER KEYS AT �'%`r70NAL ti`�G•�� O SCREW BOSSES. SEALANTAT ALL CORNEAS a 1CI I9L O SCREW BOSSES. SEALANT ATALL CORNERS NN MILLER. ALYNV IILBILQ, E P.'