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HomeMy WebLinkAboutNOA; Series PW-701,720,820 Aluminium Fixed Windowd M IAM I-nAM nffi"li-DADE COUNTY DEPARTMENT OF REGULATORY ANY ECI I sOC kII2) Y PRODUCT 5 SW 26 Street, Room 08 BOARD AND CODE ADMINISTRATXON DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ivww.miamidade.aav/eeono� 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 hncur 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 revolve this acceptance, if it is determined by Mianu 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 -101/720/820" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: I:)rawing No. MD-720-820.1, title ,ixe indnr S allation 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., 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. ADVERUSE MENT: 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# 16-0629.14 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 Jorge M. Plasencia, f.- NOA. No. 17-0614.11 M AAMI•pADE COUNTY ram` Expiration I)ato: FebriYary 19, 2014 s / � o C/0 Approval Date: October 12, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCE:I'TANCE: EVIDENCE, SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Subinitted raider NOA No. 03-1105.01) 2. Drawing No. 1VID-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 1.1 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, Durasealo spacer system, Super Spacer® NXT M spacer system and XL EdgeTl'i 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 render previous 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'resting 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 aliunimun fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3835 and 17L-3850, dated 07/18/03 and 07/31/03 respectively, all signed and sealed by Joseph C. Chan, P.E. (Suhinitted under NOA No. 03-1105.01) .,,Jorge M. Plasencia, P.E. :Pra6ct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date:. October 12, 2017 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED_' C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-St" Edition (2014) and FBC-61h 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. TR-14271.E 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 HR S; 158°F. d) ASTIVI D 624 Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers of 143 lb/ in. scott archer studio, inc. Sustainable Architecture - interlors - Planning - Consulting Review is for general contractor conformance with the design concept and the contract documents. Any action taken is subject to the requirements of the plans and specifications. Contractor is responsible for verification of all dimensions, fabrication, means and methods of construction and coordination with all other trades. Nothing marked on these drawings authorizes changes in the construction cost or contracted time frame. ® NO EXCEPTION TAKEN ❑ REVIEW AS NOTED ❑ REJECTED RESUBMIT: ❑ YES ® NO DATE: 03.28.18 Ry: Archer Jorge M. Plasencia, P.E. P1. duct Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-2 VGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC-511' 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, P.E. 4. Proposal No. 16-01:25 issued by the Product Control Section, dated 03/09/16, signed by Ishaq Chanda, P.E. S. Laboratory compliance letter for Test Report No. FTL-7212, dated 03/21/13, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous IV0.,4. 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. (Suhmitted wider NOANo. 03-1109.01) G. OTHERS I Notice of Acceptance No. 16-062 9.14, issued to PGT Industries for their Series "PW= 701/720/820" Aluminum Fixed Window— L.M.I." approved oft 08/04/16 and expiring on 02/19/19. Jorge M. Plasencia, F.E. Product Control Unit Supervisor NOA No. 17-0614.11 Expiration Date: February 19, 2019 Approval Date: October 12, 2017 E-3 GENERAL NOTES: SERIES 7201820 IMPACT -RESISTANT FIXED ARNDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WTH THE REQUIREMENTS OF TH E FLOROA SIALOING CODE. INCLUDINGTHE HIGH VELOCITY HURRICANE ZONE (HVHZ). - 2) SHU i RS ARE NOT REQUIRED WHEN USED IN WAND -BORNE DEMS REGIONS FOR INsULAT-D GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ,THE OUTBOARD LITE (CAP) b1UST TEMPERED. 3) FOP. MASONRY APPLICATIONS IN MIAMI-DADE COUNTY. USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS. MAT-41ALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM 090 CONCR-=. E MASONRY UNITS AND CONCRETE WITH MIN. )(SI PER ANCHORTYPE. 4) ALL WOOD BUCKS LESS THAN 1.1J3' THICKARE TO BE CONSIDERED ,,,, A 1XINSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS��rj(� INSTALLEDDIRECTLYTOSUBS-FIAT--WOODBUCKSDEPICT= AS ARE I -If^ THICK OR GREATER. 1XAND 2X BUCKS (WHEN USED) BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUC 1 WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSBI 12' MAX, OF THE ENGNEER, (EOR) OR ARCHI T ECT OF RECORD, (AOR). D.C. 48' TIP -TO -TIP WIDTH 47'BUCKWIDTH - _ 4-1f4"MSIBLS UGHT WIDTH —B. 5) ANCHOR ENISEDMENTTO BASE MATERIAL STALL SE SEYONIDI L ! DRESSING OR STUCCO. US'-• ANCHORS OF SUFFIC'.ENT EMBEDMENT. I!' NARROWJO.NTSEALANT ISUSED ONALL FOUR CORNERS OFTHE i FRAM-. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING,T-LASHING STRATEGYFOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE I 1 OF7HESE INSTRUCTIONS. j E) WA.'f. 114" SHIMS ARE REQUIRED ATEACH ANCHOR LOCATION THE FROOU CT IS NOT FLUSH TO THE SUBSTRATE. USE SHTMS IJLPAB OFTRANSFERRWG APPLIED LOADS. WOOD BUCKS, SYOTHERS, MUS BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM B. 6' THE WINDOW 7) DESIGN PRESSURES: A- NEGAmvs DESIGN LOADS BASED CN 5TRUCIURAUCYCLE TEST PRE5SURE, FRAME ANALYSTS AND GLASS PER AS-. M E13W. B. POSTTG .- DESIGN LOADS BASED ON WATER TEST PRESSURE. STRUCTURALf CYCLE TEST PRESSURE, FRAME ANALYSIS AND GLASS PER ASTM E1300. C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESICN, ASD, 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE VANDLOADS CORRESPONDING TO THE REQUIRED DESIGN ?RESSURE. THE 33-7l31'o STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFTHIS PRODUCT. THE L6 LOAD DURATION FACTORWAS USED FCR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMLAR MATERALS SHALL MEET THE RECUIP.EMENITS OFTr1EE FLORI15A EUILDING CODE FOR CORROSION RESISTANCE. 9) REFERENCES: TEST REPORTS FTL-3835. 3850 & 7212; ELCO ULTRACON NOA; ELCO CMS, EFLEX NON, ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN MANUAL 10) THE 720 SERIES USES A PVB INTERLAYER, THE 820 SERIFS USES AN SG INITERLAYER THE 720 AND 820 SERIES MAY ALSO BE REF= RED AS THE 701 SERIES. CODES/ STANDAP,DS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FEC), STH EDITION •ASTM E13CO-M •ANSVAF&PA NDS-2015 FOP. WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL.ADM-2015 •A51 3100-12 ►RISC 36D-10 S' MAX. - A I I"* BUCK SHE(({ET6 BUCK SHEET I HEIGHT 92-1fr VISIBLE 112'MAX. ----- / . LIGHT j I O.C. / HEIGHT ' T- / 96- - TIP -TO - TIP HEIGHT _ _ I i —• -j j •- 1T AX.O.C• r 6 MAX TYP. FLANGED FRAME ELEVATION (TESTER UNIT) GUIDE TO SHEETS: ELFVATIONS.-............. -..... -.- 1 GLAZING DETAILS ..._,.._...-....... 2S DESIGN PRESSURES....-.__..._ 2S INSTALLATION, FLANGE._...._.. fi INS IALLATION, EQUAL _EG- - 7 INSTALLATION, INT. FIN A---- 8 INSTALLATION, INT. FIN F3.„...__.9 CORNER ASSEMBLY...................10 EXTRUSION PROFILES. ---- PARTS UST..._.....•.•...-...�__...._ 11 FIGUR= 1: IT O.C. b1AK 12" D.C. / MAX. MAX. T - --- f � Desuiption Sheet p No i$LadWI6'An-ASO'PVS•311EHS 2 2 !I6 L2jrA W16. His • •09T FVB -3NE' HS 3 3 1-1/16'1.amL IG Cl16'T-Tf16'Air-3116'An-.090'PVB .311E-HS 2 4 7.1/16'LarttL IG(3I1G T-71i�Ar •3h8'HS-.090'PVH •316'HS) 3 S 7116'Lomi (3lt6-M-.090'SG-3l1e An) 4 6 7l16' Lami /tfi" HS-.090' SG-3116' Ills) 5 7 1-1H6'LamL IO(3116'T-T/16'A:r-3116'An-.090'SG-3116'M) 1 4 a 14%16'IamLIG(3116'T-7M6^Air -id18'HIS-.090'SG-2116'HS) L 5 48" BUCK WIDTH 45-'14' VISIBLE LIGHT W!OTrI�'J� DESGN PRESSURE RATING fNPACT RATING VARIES. RATEDFORLARGE&SMALL SEE SHEETS 25 MISSREIMPACTRESISTANCE �- 48' BUCK WIaTrt 45-IW VI519LE I, LIGHT YdIDTH 6' MAX I I . -.F. SHEET-8 -"' i I Z' MAX; C I E, SHEET IFp G.SHEET J. t1 BU HEIGHT 9S CK L SHEET ! j 83.1/4' % 93-114' 1 I / VISBLE LIGHT GHT VISIBLE J j I LI LIGHT HEIGHT HEIGHT " MAX. I j I BUCK S - I � kE1GHr i O.C. 12" MAX. O.C. T 8 `-�D -^I Fes- 2. H, SHEcF. SHEE SHEET T s reAX. o.c. TYP. EQUAL -LEG FRAME TYP. FIN FRAME ELEVATION ELEVATION (TESTED UNIT) {TESTED UNI T ) 'SG'="KURARAY SENTRYGLA5 INTERLATEK'111 ILUtVL l 11v... 'PV6'='KURARAY TROSIFOL@ PVB INTERLAYER' BY KURARAY X'40- ICA. INC. SHAPES AS SHOWN BELOW ORSIMILAR. MAYBE USED 8Y INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK 512SS FROM THE r.98LES ON SHEETS Z•5. ANCHOR SPACING TO BE W MAX. FROM CORNERS AND IV O.C. MAX. FOR ALL CURVED FRAME MEMBERS. SEE FIGURE 1, THIS SHEET. (- -WIDTH _ i I•�' WIDTH -- }--WIDTH—{ F--_WIDTH - j r.--- -1 T --r -IT I- t- j �� E I � I >-• j cyn ! l✓ j I7 o ' o k 11 f� u'117 r j--- —WIDTH j WIDTH I ^ WIDTH -= H— WIDTH -i �- - - -� -L- - T r - ,y - .1 T r -I 1 � j k' j �T LI T IL -- WIDTH --=j WIDTH - -i f•^ WIDTH --i WIDTH --I rL/Ikil � _L1 PRODUCT REVISED as complying with the Florida BuHding Code NOA-No. 17-0614.11 Exp[mHon DAlo 02119120.19 �� By Miam,- do P>Ioduct Control JR - 0SID8117 - UPDATED ANCHORAGE TO FEC 2017. ee c l •soy vi •r GK Q� O m O N 0 -1 0 a F LL z dg SWT nr 00 G WzWV• F- A S? CD Orae 1JJ o)� Y z p O Z O v O H j LL I L O -t -1 ® Z - W I-S i O O r- Z q cl ZW--s O > NN ULU X LL 0.d Li CD anu roccp sauc8 4�`•• 10EN9 �l �•� No. 68705 �0,�•-, TsoF ............ X.- A.LYNK MILLER, P.E. P.E#58705 TABLE 2' �- 71161 �INATED G SS STACK I-^ .099, PVB I YER 3fiTHFATSI ENGTHE,NEDGLASS 6'ANNFA' FD GLASS 4 11 USED A GURVK� FRAME MEMB S ONL'( 29 5f3" - �- LONG SIDE (g 11.7/8' O.C. MAX. GLASS BITE �\ 1"3 1 R SHORT EXTERIOR �Z^ / \ SIDE 13 \ GLASS TYPE 1 �+-- LONGSIGE -� i SHORT SIDE TABLE DIMENSIONSORIEMAYBE o - HORIZONTALLY ASSHOWN. Y OR TABU "u' 1-1f1fi°NOR 711VLAMINATED / GLASS STACK I--.r..l GLASS STACK �Y I I 3/T E FLAT STRENGTHENED GLASS 3,16"l•EMPEREO GLASS _ t 3/7S'ANNEALE GLASS 7116"AIRSPACE ti ° ,09E RVB ,�,I SHORT INYcRLAYER SIDE 11 5 -1L USED AT CURVED FRAME MEMBERS ONLY 29 1 518, @ 11-7/B• O.O. MAX. GLASS 3rrI LONG 1-3 I / SIDE E)TE UOR C] :54 (21 13 GLASS TYPE 3 ? SHORT { -~ SIDE NOTES: 1)SLX.K DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUB T ACT T FROM THETi?-TO-TIP DPvtENSI0NT0 Dom_-TERMINE THE BUCK DIMEtlSION. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIME,NSICN. 3) FORARCHITECT LRAL WINDOWS. FIND THE SMALLEST WLVOOW 51i= IN THETABLE ABOVE WHICH THE OVERALL DIMENSION'S COMPLETELY PIT YrTT:•11N. Window Design Pressure (+ , psT� for Glass Type 1 Long Side (In) 72 i6 90 P-1 Ba 2 36 100 10d 109-172 30 +7�0 •IAO +1:A -/-87 I *1.80 +/-80 I *!•90 +!•EO +fAO +1-80 +i-EO 1 H-80 r1�0 +150 +/-80 +J-80 +1-80 34 +f-fi0 +f-8D +14i0 -r-80 Haa +!•$0 *120 +!�O +!•8Q +/-79.8 H-T9.+ 3fi +IaO H�� +l430 +l-80 Ha0 H�0 •i-79.T +f-772 +!-i5.5 +1.73.4 +!•722 •!1♦0 i +ibO ya0 H-T57 +J•75.2 +J-R5 +/�0.3 +lS8.5 H•66.3 +!-8 +f Y0 +1a0 I +1-T9.0 +f•77.2 +l-743 +l-71.3 +i-679 +1a5.<. +!•63.4 HS1.6 42 *! Q +I;3Q i HAQ H-77.4 I *!-T4.3 H-71.3 +1.68.2 *l�47 Hg1.6 +/59.8 +JaB.2 44 +LSO +f_8D ! +;-7 .9 H•7i4 +!- 1 +1�9 +l�,fi +lSZ2 +1.°9.i +/.5T.6 46 *lip +i-80 +l-T7.2 H-73.6 +1-70.1 H�i6 +! 53.5/S7.T v 48 +!•a0 •7=r'~3 •1-r5.5 +f-71.B +1.88.3 +fSi4 +1�31.5 +1-582 N 50 +1a0 +1-77.5 +!-7» 1 H-7G.3 H•86.7 +1•S31 +f-59.7 g 52 +1-79.1 +f-T.6 +l-724 I H•6E.8 *1•b5.1 +1.61.5 rn 54 +1-77.4 •; •73.5 +1-70.5 N•61.3 Na'3.5 I sa +!-Tss +!-n +f-efi.a ua.3 sa +1.7G.2 +laea .lbs,e I EZ +1.71.2 Nb7.1 S6 +J-883 OT-716 +1-67 I ' Window Design Pressure (+1-, psfj forGlass Type 3 Lang 5lde(in) 6T-77E 72 76 BO 84 ab � 9E I 100 164 103-la 30 .1.ED +l.ao H.6o Hao I *laD +/xD i +•'.aD H-eD fi'� 1 +r-80 i *! 0 +f4iD HAO 32 +i-80 +f-80 +IbD Hi0 *IaO +f-fi0 •d-EO +la0 3d +1-80 I +l-BO I +!$0 +!-8G +fa0 +!-EO +f-60 +l-80+i-80 +;bO 36 +/$U +f-EO +l�D +lbD +i•80 +/•80 +(-EO NSO +;.EO •I-a0 +: •EO 38 idb0 *1-F-0 +/a0 N-30 H30 rlEO +!_80 rl-SO +1�9.4 I +1-76.4 +!•74.3 40 *1.80 rl�?O +/;30 +/-b0 +ia0 +1.80 +!_6(i +!-T8.7 */-73,5 i +;-70.9 +;-S9 42 +i$0 +f•80 +r�G +1A0 Ha0 r!-77 +1-731 +r89.6 j +156.9 +!-�,2 H�0 1 +f-80 +!•60 +i80 +1-YI.B I H•TS.f I +f-7D.3 *Ib7,5 I +l-53.9 "�- 48 +1$C +!-a0 I +l-BO *l-60 *1.79.2 +f-75d � f 71.7 •!3i 1 +fb5.1 i ° 48 +f•80 HAO H-EO +/4i6 +1-77.2 a!_73.3 HA95 Hb5.8 I m 50 �!•8O +l-80 +l-60 +l-75.4 +!.75.3 H-71.3 H•67.5 9 � +r.g0 .f$0 +LSO *177.7 +1-73.6 +/�9.5 ( i a 5; +!-80 ! +fa0 +i-79.6 H-76 +1-71.8 56 +l•80 � +/_g0 «!-�_5 +1-738 56 +f-80 I +!-79.4 +f-75.4 BD •18Q +f-77.6 H•73-5 I R2 +1$0 g4 + -78.8 +l=r4 I � rr-Tra I 67-716 +i•7A9 pRonucT IRevTsen as complying vrith the Florida SvOding Cade xoA-x°- 17-0694.17 Fj[pirntfon Date 02119/2019 NO CHANGES THIS SHEET. e C � Y U H � r e a L9 N j K O --. lYldy A. LY]rN MILLER PE _ _.- P.FJ' 587W Window Design Pressure (-rl-, psi) for Glass 'types 2 & 4 Lang Side (in) s7.715 I 72 78 80 84 Be 92 Be 100 10d 1091f2 1t2 NE �120 12t t28 132 133 140 144 30 +i50 } -1.83 +'-80 +150 +150 +150 +1.80 +i-80 +1.80 +150 +1.80 1 +150 .150 +150 +15o I +1-m +1$0 32 +i$0 +l50 .50 +f-80 +1-80 +1-90 +!$0 +1.80 +1.80 +/50 +120 ,/$0 H-87 +1.80 +1-80 +150 +f4o H$0 H 80 +i50 34 H$C +150 +J50 +J-50 HAC H50 +!•BD H50 +1$0 +/-80 +f80 -/$0 +i-80 +J$0 +!$11 +150 +%.EO 3e +i50 I +1.80 +i.80 +1-80 +1,W 1 44-80 +f-80 ♦1-80 +/-80 1 +15D +1.80 1 +/$0 +i-ED «i$0 I H4Z) 35 *,--So +1$0 I +1$0 .1-80 H$0 ) +f$0 +1$0 +I$0 +1-80 +JSO +150 1 H50 +150 .1.80 1 40 H$0 i +f-80 +!5p +1-EO H•80 i +J� +/$O +!$0 +J.80 +150 +.80 1 +! 0 42 +J-80 I +1-80 +1-50 41.00 .1$0 1 +f-80 41.80 +1$0 1 +180 +1$0 +f-80 44 +i$0 ,l$0 +1-80 +1.80 H-e0 1 +1.80 .1-80 +1.30 +1$0 .1.80 I I 4e H$o +1$0 .1.80 +/.80 +1.8C +l50 +!50 +1-80 +1.80 I •o 45 +F.80 1 +1$0 +.1.80 +/-80 H5G +f50 +1.80 +1-80 N 50 +150 1 +1.80 +f50 +1-80 +150 +(50 +1-80 g sz +f$o 1 +76 1 *!$o ,fSD +756 710 54 +i-80 H-80 I H$0 +1.80 1 +!-78.5 ! I 58 4-80 -.80 +!50 H•79- __ 58 +i-e0 H50 +!50 1 1 do E2 *J$0 +1.80 I i e4 +1$0 S8 +1-80 67.7/8 1 +150 1 1I NOTES: 1) BUCK DIMENSIONS SHOWN. FOR FLANGED WINDOWS, SUBTRACT" FROM -HET!.-?-TO-TIP DIMENSION TO DETERMINE THE SUCK DIMENSION, 2) FOR SIZES NOTSHOWN, ROUND UP TO THE NECTAVAILABLE SHORT OR LONG Dn,-NSiON. 3) FOR ARCLiIT=CTUP.AL WINDO WS, FIND THE SMALLEST WINDOW SIZE L11 THE TABLE AGOV= WHICH THEiOVERALL DIMEf1SION5 COMPLETELY FIT WITHIN. 7PI e' LAMINATED GLASS STACK �r 080•f�VSIN7-RIAY£R 3116' HEAT 3/16" HEAT STRENGTHENED GLASS STRENGTHENED GLASS 1-V16' NOM. GLASS STACK 3/:S°TEMPERED GLASS - 7115" AIR SPACE 4 tt 1 5 USED AT CU RVED FRAME MEMBER$ ONLY 2S, Li SIB, USED AT CURVED FRA61EMEMBERSONLY C @ 11-71V O.C. MAX. t GLASS aiTE at 11-vB• O.C. MAX EXTERIOR I EXTERIOR 20 13 Gi GLASS TYPE 2 _ 7/16"LAWNATED GLASS STACK I 311 6' HEAT STREI.ICTHENZ-10 GLASS 3/16' HEAT STRENGTHENED GLASS .ro -.D9C"PVS INTERLAYER GLASS SITE GLASS TYPE 4 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR HORIZONTA.LLYAS SHOWN. LONG SLOE �- LONG SIDE -+ 1 f� SHORT \\ fJ SIDE] SHORT L SIDE LONG SIDE 1 SHORT ,�/ SIDE " LONG SIDE T I SHORT SIDE PRODUCT REVISED as eompWg with the Florida 13.1tdiny Cod. uoA-40. 17-0614.11 Pxpimtron Dam 02/1912DIS NO CHANGES THIS SHEET. is SS M U Lu � p Ci N Q rA = y M ti W � o N y 1\ M: LLY e LLJ � ❑ ttu 'aN W v C Z N O u o p F - g ¢ UJ ¢ o rn t) F- LLJ 1�)451 ro z p Z NN K ❑ Z 9 f`at as 7Z NO.587M al ATE O lU�ti .L� '•, FCORIDP.•= IONALLNG`` A LYNN MILLER P.E. P.=t58705 Window Design Pmssure (+1., W for Glass Type 5 Laic Sida Cm) 67.7/8 1 72 1 76 1 ED 84 1 88 92 96 101 104 1 109.112 3G +90!•1;5.4 +96!-120 !+901415.5'+90-111.5 +901-108.5 +901-IDS 1+901-1045 +901-103.5 +9C/-1025 +901-1C0.7 +901.97.9 • 92 _ +90!416.9 +90'-1 128 1 +90/-105.3 +9N-]D7.e +-0198.7 +90!46.7 +g71.92.3 +901."V-6 +9p1.9D.3 +/.g!9 34 +901-103,9 I +901-1 C3 1 +%0198.8 +90195.1 1 +90191.8 +l902 I +1.84.4 +1.810 +1{+O.T 1 +!-79.9 +1-79.4 36 +90l-10211 1 +901-97.1 1 -4W-928 +/-6s.9 1 +1-85.5 +1-825 1 +1-79.7 +1-772 +1-75.1 1 -473.4 +1-32.2 38 +9G1.99.4 I +90.922 +/-8d.7 +1S32 1 +1.80.7 +1-T81 +175,2 +1-725 +170.3 M-68.5 +1.66.3 40 +901.94.6I +198.2 +/•81e +179.8 I -4772 +1.74.3 +1-71.3 +1bY.9 +!•�-1 +1-63.4 N�1.d 42 +9G1.9i-3 +/-84. +! +1--.4 N-74.3 +l-T7.3 N-fi8.2 +/-a- H111-d I +! E NSd.2 44 +/•8fl3 HS24 +1-785 rI-75,4 +!-721 +.Q.9 H-65.e' H$22 +/-M.7 I +!-57.5 c 46 +1-954 1 +1.80.9 +1-77.2 +i73.6 1 +1-70-1 +6868 +!-EL5 +1-60.3 g 48 +1.827 *1.79.3 +/-75.6 +1-71.9 1 +1-68.3 +66i9 +141.5 +1.582 a8 50 r +1.80.9 +1.77.5 +1-74.1 +1-70.3 +1�&.7 +1.63.1 +1-59.7 P 52 +l-79,1 1 +1-75.6 r1-724 +/b6.8 •J-85.1 +1.1i1.5 54 -1-774 1 +/-73.15 +i.70.5 +/•873 +/-63.5 56 +1.758 +1.7'4 +M&6 +/lsi-3 I 58 +7-74,2 +1-70.3 36.E 60 +1-727 +158.7 I +/-I- I 62 H-712 +1b7.1 I I 64 +i-mz +!-ffi.5 6S +/•SB3 67-71 +1-67 Y441 F A - Window Design Pressure (+/-, pro for Glass Type 7 Long Bide 0n 67-78 1 72 T6 1 60 84 I 86 92 26 1 1d0 104 1 109-112 30 +ey.130 +901-130 *SO/-130 r90!-125 +9C/-12:'.6 +�0!-019.8 +901-118.1 +SNIT 4SO 112V t901-1127 +90/-109.9 32 +90/•130 +-3O+125.1 +90/--'10.5 +601114.8 +9C/-1115 t901-108.1 +90/-104.3 +90r-10."4 +90%1� 01.4 +90/•99.7 34 +50/-13.1 +91-s16.4 +901-:11.7 +9'Y-tO7.5 +Bih103-8 +9.7i-99.7 +9C/-95.3 +901-92.1 +90/-905 +I'D +M&6 36 +901-116 +90-10E.8 +90M.04.8 +9G-100.5 4901-SU +V,1-93.3 +1-90 +147.3 1 +194.9 +/.82.3 +1-61.2 3a +M,'-1112 +901.104.2 +SG-97.9 +01-94 +901.91.1 +!-68.2 +!{ .9 +!-81.9 1 +1-79.4 +176.4 +1-74.3 40 +901-106 9 +90!-99.6 +=-93.4 +9U/-S0.1 +1.67.2 I +!Z4 ' +/•£0.9 +1-76.7 +/ 73.5 tF70.9 +1-M 42 +SO1-103.2 +90(-95.7 +SC/-01.2 +187A I +/-84 a1•60.6 +!-77 +1-73.1 +/--2A +f-66.9 4--65.2 44 +90/-99,7 +901A3.1 I +1-89.1 +/-852 +i-E1.4 +177.6 +174.1 +/-70.3 +1.675 +1.63.9 _ 46 z 48 +901.96.5 1 +90!-91.31 +1.67.2 +1532 +/-79.2_ +/-77.2 +175A t/-71.7 1 +/-65.1 +g 93.5 +18.9.E 1 +195.4 +/91.2 :4-73.3 +1-69.6 +1958 S0 +901-91.4 +1.87.£ +/93.7 +/-79.4 +/7b.3 +(.71.3 +!-07.5 52 +/-89.4 +11655 +/91.e +1-77a u73.5 +!•68,5 rn 54 +/-87.5 +/53.4 +/79.6 +/-7E +1-71.8 55 +l-65.6 , +1-81.4 +/-77.5 H-73.8 58 +1.83.8 +l-79.4 +l•75d - 60 +/-821 +/-77.5 +1-73.5 112 fi4 +173.8 +l-74 677/8 +/-74.9 1 I I 0 711E" LAMWATED GLASS STACK I 3116" ANNEALED GLASS 3/16° ANN F1,LED GLP55 I s 11 USED AT CUP.VED FRAME MEMBERS ONLY 29 UI 516" @11-7/6-O.C. 1M1L r GLASS SITE- LONG SRI_ 1-2 I J/ T- E"1'eRICR SHORT a I u20 ~ 13 SIDE GLASS TYPE 5 1- T F- LONG SIDE { SNORT �G SIDE f TABLE DIMENSIONS MAY BE ORIENTED VERTICALLY OR HOFUZONTALLYASSHOWN- I 1-1116NOM. GLASS STACK TILETC [L 1 1 ASSS STACK 3M6" T BNFERED CLASS�3,16'ANNEALE� GLASS SITE ANNEALED GLASS 7/16° AIR SPACE 6 _ .C90° SG INTERLAYER USED AT CURVED FRAME MEMBERS ONLY @ 11-718- O.C. MAX. EXTERIOR a GLASS TYPE 7 T Sir GLASS SrTE I.41 SHORT I SIDE r'- i- i LONG 9 SIDE tl i SHORT SIDE PRODUCT REVISED as complyin with the FloNda 6uHding Code NOA-No. 17-0614.11 Expiation Date 0211912019 NO CHANGES THIS SHEET. i •Oa z NOTES: 1) 3LICK DIMENSIONS SHOWN. FOR FLANGED WINDOWS. SUBTRACT I"FROM THE 11PT0-71P DIMENSION 70 DETEE- MIN'e THE BUCK DIMENSION. 2) FOR SIZES NOT SHOWN. ROUND UP TOT E NEXTAVAILABLE SHORT OR LONG -DIMENSION. ////1111 I111I 3) FOR ARCHITECTURAL WINDO`MS.FLND*THE SM/1LL=ST WINDOW 3izE IN T.-fE TABLE ABOVE WHICH THE OVERALL DIMENSIONS CJMPLETeLY FrT imN. 4) THIS SHE r APPLIES ONLY TO FLANGE AND EQUAL -LEG WINDOWS. DO NOT USE WITH FIN -FRAMED \VNI ROWS. A. LYKJ M1LtFR AE P 9A.- 06 Window Design Pressure (4/-, pso for Glass Types 6 & 6 Long Sldo (81) 67-7M 1 72 76 1 6D e4 1 88 92 96 100 TOa 109.1/2 112 116 1 120 1 124 129 132 1 140 144 30 +901430 +901.13D +9V-130 +901.1a) I +90.130 +9t1.130 +0-130 +901.130 +201.130 +907-130 +9w.130 +90-3 +901.130 +9)1.130 +90-30 SOI.130 +901131 +cV--30 +901-130 +90.30 32 t30 +9-7300. 01-10 +90-130:; +90/-13D r •130 +901-130 +So/427 +9V-130 .901-130 +901-130+0113D •901-130 +90f130 +90!-130 +4M-130 +90+-130 +001.130 +901- 30 I +90-130 +901.130 +9-130 +901.130 +901.130 +901.130 +CI-COI O .3346 +901-130 +V-10 +901.130 +9V.130 +991-130 +M-1 +9G130 +901-19+9e1-130 +9V•130 +9-130 +50.130 +9C•730 rS01130 +9i30 +9V•130 36 +90130 +0-133 +90/-130 1 +901.130 +901-130 +9U-1� +0430 +90142D +3030 +51-130 +401-130 +90.-130 +9W.129.2 +W-127.3 III 40 +9V-130 +90:-0� +90-13! +901-130 +130 90-Zio +30 +-X/456 +90-12d.e +-1232 +90f-172 I +cOf- 30 +@-133 +9V-130 19014M +001430 -130 +0f-130 +90i-129.31+50'-123.2 +6.44244V0 +*90i-13D +V-13D -°V-130 +a.130 +0- 3 1 9V-130 +901-130 +9V124.6 +9179.4 +90.115 I eS +9V-130 +90.'-13D +901-130 +9V-IM +901-130 1 +9061� +9y725.9 +9N-t20. +90'1}5.3 I m4e +9V-130 +9V-730 +90.130 +oGj 3] +9V-130 i99-130 +9V-129.; r90/-523 +90'-t16.51 I 50 ++9V-130 9V.130 +9V-13D +9V-}3p +9V-1262 89.4/-1t9.` t 1 52 +901130 +9V_13D +9V-130 I +9Gt431 •9Wd30 +88.e1-123 I I ! I to 54 +90/ 130 +9V-130 +90/-130 +901-17A -89.8f-127.1 I 56 +9V-130 +%-133 +901-130 +S9.41429 58 +901.130 +90.1-130 +9w.30 f 1 6C +801-130 +56M30 +m.029. I 62 +99-130 +901-133 Bs +90/-t30 +90;.136 ! _ 86 - +90,*.ISB I 1 -718 +901.130 I' MOTESI 1) BUCK DIMENSIONS SHO VK FOR FLANGED WINDOWS, SUBTRACT 1'FROM THE TI?-TO TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. •)FOR ST�S NOT SHOWN, ROUND UPTO THE NEKTAVAULABLEZHORT OR LONG DIMENSION. 3) FOR ARCHITECTIRAL WROWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY RT WITHIN. 4) THIS SHEET APPLIES ONLY TO P-ANGE AND EQUAL -LEG WINDOWS- DO NOT USE WITH FIN-FRA;1r1ED WINDOAS. 1-1116° NOM. -1I' LAMINATED CLASS STACK 711 G° LAMINATED GLASS STACK I GLASS STACK 090° o 'T SG INTERLAYER 3l1EMPERED GLASS e�V16' HEAT STRENGTHENED GLASS - 21106' H EAT 3116°HEAT STRENGTHENED GLASS 3/16' HEAT STRENGTHENED GLASS r� I STRENGTHENED GLASS 7/1G AIR SPACE .090-SG INTERLAYER USED AT CURVEDu \ 11 t USED AT CUR.'JED 5 T F?.AfdiE MEMBEF'iS ONLY . 2S ' SIB, FRAME MEMBERS ONLY 29 @11-7/8'O.C, MAX 1 GLASSSI-- I GLASS ELPc @ 11-7/8' O.C. MAX 1 12 ✓ i 1-2 1 FXCeRIOR J 20 S73 21 13 GLASS TYPE 8 GLASS TYPE 8 TABLE DIMENSIONS MAYBE ORIENTED VERTICALLY OR 4 H ORIZONTALLY AS SH OWN. i LONG SIDE �— LONGSIDE ' SHORT f SIDE SNORT L SIDE �•-r-- ;CNt351DE --�� SHORT SIDE I) LONG f/ ;SIDE I SHORT —� SIDE PRODUCT REVISED as c mpfying with the Ronda Banding Oade MCA -No. 17-a614.11 Expiration Date 02/19/2019 NO CH.ANGFiS THIS SHEET. c' z co Z;U i LU >d w — co sy o ❑ ti o `1' � (7N O m O rj r. m Lu K H 0 .J o L W D ^ Y Z U- IULU Z J 6g <Wt°'0 n ❑ U ci ❑ h Z t ul.L C0 ox 'a o> } o � $ z O z F 3 J c0 tt o to C F a'+ ® W M EJV5 N 0 0 Z 1 ❑ Z rf Z N- cm I O as X W p1Y_LYp.. , '�.,. No. wos �0 AL 6N�'�`• 'lrlru nljl� A LYNN MILLER P.E. P_1 sans EDGE DISTANCE INSTALLATION TYPE A T— \ t WINDOW. EXTERIOR BUCK HEIGHT) I WINDOW HEIGHT VISIBLE LIGHT HEIGH = WINIICW ( BUCK ' HEICHT- 2-3/4` T 2x wDOD -RP OR FRAMINGNG,, SaEE INSTALLATION INSTALLATION NOTE 2, THIS SHEET TYPE C TYPE B 1 EMBEDMENT 1X WOOD BUCKSTRIP, 114° MAX SEE NOTE 2, THIS SHEET EMBEDMENT SHIM TYP. ANCHOR TYPE,EMSF.DMIENT AND { I-•---— EDGE DISTANCE: PER SUBSTRATE, EDGE ,. _f6 SEE TABLE 8,THIS SHEET —T DISTANCE 1/4MAX ' ,r• �f eft 1 SHIM ' 1 �\ TYP AN NOR TYPE. / EMBEDMENT AND EDGE rr DISYANCEPERSUBSTRATF- z I SEE TABLE a. THIS 8F.E-7 •• l USEDAT CURVE➢ 11 EXTERIOR FRAME MEMBERS ONLY (d N-7/B° D.C. MPX. CO:NCRETdCMU PERANCHOR j V I.-,__,._ VIOWBUKWIDT REQUIREMENT I -2- WINpOW BUCK WITH-2-3l4' 1 VMiNDOW BUCK WIDTH TIP-T0-T(P WINDOW WIDTH ;/4'rnAXSHIM HORIZONTAL SECTION A -A STEEL SELF -DRILLING SMS (06), SEE TABLE a, THIS SHEET INSTALLATION METHOD D INSTALLATION ANCHCR UNDERNEATHTHE BEADING EXTERIOR MIAMI.OADEAPPRC`JEOMUWON V (SSE SEPERA = NOA), ALUMINUM, STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES, TABLE 8,THIS Sh'EET �1W MAX SHIM 1X WOOD BUCKSTRIP, SEE NOTE 2, THIS SHEET CONCRETE PER ELIBEOM3J' .. -.. ANCHOR .� REQU-P"ENT INSTALLATION --- EDGE TYP. ANCHCR TYPE. EMBEDMENT DISTANCE AND EDGE DISTANCE PER TYPE B SURSTRATE. SEE TABLE B, THIS SHE--T VERTICAL SECTION B-B C EMBEDMENT j EDGE DISTANCE T PER ANCHOR REQUIREMENT Mctmr Substrata Mim Edge DlsW= Min.Embedment .14 41035 Screw AIBmk+Bm 608E-Ts ml"'ASS Steel 318' 0A53" N122* Stoel Sind, Gr. 33 min. SIX 0.04S'I18C-a)'P-T. kh2 arYr'14 Sled Screw (G5) Southern Pine (SG=0.55)- 9116° 1.W ALUMM.M, W -J-75 min. 3.18'A368tcdSiael Stud, Gr. 33 min. 318' SS Crel UrtNmuted CMU. (ASTM (250) 2-11T 1.114' 12' Cancmtc (min. 3.35 ksi) 1' 1.314 12, 1h Stee[ UlLacon . CaacretB (m(n. 2.85 ks0 1• 1.3le 12' Convex g, 2.85 its0 2-11Y 1-Sv IV Un6maed CMU, (ASTM C•00) 2-t!T 1-IX 12" Gmuted CMU, AS7h1 C-9U1 2-'17 tJ'r0.' 12" ecl Ultmeen Ceiete (min. 3.S Its) et 1=J4' i�/4 12' GmL'ted CMU. (ASTM Cso) 2=JZ' 1-WI 12' - Ninl.ur s 7 ntt:J1UJ OCT Vlvu 'UNGROUTED CMU' VALUL-S MAY BE USED FORGROUTED CMU APPLICATIONS. INSTALLATION NOTES: 1. USE ONLY ANCHORS LISTED CNTHIS SHEET, FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD BUCKS DEPICTED ON THIS SH EET AS'1X', ARE SUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-11r. 1X WOOD BUCKS ARE OPTIONAL= UNIT CAN BE INSTALLED D)RECR.Y TO SOLID CONCRETE WOCD SUCKS DEPICTEDAS'2X' ARE 1-1W THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED SY 07HERS OR AS APPROVED 3Y AUTHORITY HAV(NG JUPJSDICTION. 3. FOR ATTACHMENTTO METAL„ THE STRUCTURAL MEMBER SHALL BE OF ASIM TO PP.OVIDE FULL SUPPORT TO THE VANDOW FRAME 4. IF APPLICABLE. LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLJcS TO WHOLE SYSTEM. M.t.i.1 Mh F Min. F� Steu Scmr 92 kc( 120101 4105— 60 ks1 110ks1 Eco LAM00rB 155ksl 177W 410 S5 qeB Cpa*M-0 127.4 W 189.7 ks 60S8.78A10ft n 16 -I 22kt1 AW SIeA 361w . 58k�l Gr. 03 Staol Shd 9k 4S kN PRODUCT REVISED as complying With the Florida nwlding Cod. Non -No. 17-0614.11 Expiration bate 0211912019 - NO CHANGES THIS SHEET. e z U1 o ro Y y U u O Q G 0 O N cv ' Jp J a v4i z A2 LU VLU o ` -^ 1u o>� O z oz� o O V ¢ LL O Z O cc ®H to )= 1 s Z Z � O t¢• Z ZZ 3tB=S p u 7 Z 00 �a u u W a0. X LL- LL 0111 •nsa0 seuvg LYN/If�''�,, `��°C��• �}CENSF ��,r`�� i AZORION S 0NALfIll III 1�a,�. A. LYNN MJLLER, PS P.E.€58705 EDGE DISTANCE INSTALLATION TYPE E EXTERIOR I I I WINDOW SUCK NEIGH± VISIBLE LIGHT HatGHT= WINDOW SUCK 1 i:EIGHT- 2314" 'l 1 2X WOOD BUCKSTRI.a OR -TAMING, SEE N10TE Z. THIS SHEET `----' EMBEDMENT ^ i MAX 2 SHIM \TYP.ANCHCRTYPE. 'EMBEDMENT AND EDGE 'DISTANCE PER SUBSTRATE. SEE TABLE S. TH[S SHEET USED AT CURVED I FRAME MEMEIeFz ONLY S_ 11.718' D.C. MAX INSTALLATION TYPE G EMBEDMENT 114- MAX SHIM S TANCE4 114" MAX. SHIM ST— SELF-DRILLING SMS (GSA, SE'-. TAStE 9, THIS SHEET INSTALLATION TYPE H c CONCR=- EtCMU PERANCHOR REQUIREMENT EXTERIOR �x V t.11A.M1-DA0E APPROVED MULLION (SEE SEPERATc NOA). ALUMINUM. ' STEEL FRAMING ORSTEEL STUD. SEE SUBSTRATE. PROPERTIES, TABLE 9,THIS SHEET � � �1/4'MAX SHIM --�7TT- { 1XVJ000 BUCKSTSHEET I SEE NOTE 2, THIS SHET 1 + . CONCRE7'_ PGR EMBEDMENT ANCHOR • • ;� ' : - REQUIREMENT INSTALLATION I _ EDGE 7YP.' TYPE F Y""'�� DISTANCE AND ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PIER SUBSTRATE, SEE TABLE 9.7HIS SHEET VERTICAL SECTION D-D 1X WOOC SEE NOTE 2, i YP. ANCHORTYPE. EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE SEE TABLE 9. THIS SHEET Q EXTERIOR \ t�A & 11 k VISIBLE UGH r WIDTH = l� WINDOW BUCK WIDTH-2-3W ' WINDOW BUCK WIDTH INSTALLATION NOTES: HORIZONTAL SECTION C-C reel c e• INSTALLATION TYPF- F I ----+7- EMBEDMENT EDGE DISTANCE . 4 " CONCRE I'VOMU PERANCHOR REOUIREMENii Anchor substute Mln. Edge Dlalame MID, Embedment I Max C.C. Spacing E12.T#14 410 SS Scrum .t SoetMm P no G=03 917 1-315- 12' n��• 6083•TS min. 318 0.063, 12• A36 Steel 3B' 0.053" • 12• Steel Stud, Gr. 33 MIN 318• 0,04Y (18 Gal' 12" .12 or 914 Steel SCMW(05) P.T. Southem Pine (S6;0.9.h 9116' 13B' 12" Ak-� ,609-T5 MiR 3W 0.063'- 12- A36 Stool 31S• 0.063• 12• Steel Stud, GL 33 mlrt- 31e' 0.055(I8 Ga)' 12' V4' 410 W CleleFlex Undroutd CMU, (ASTM C-90) 211T 1- 14• 1T Conclete (min. 3,35 ksl) 1' 1314 121 1 Steel EAL4den Concrete (Mh Z65 ku11 1' 1314" 12, CeOCRte (min. 285 ksp 2-1!2 1.31 12, Ungrouted CM , (ASTM C90) 2-119' 1-114" 12, Groxed Ch1U. (ASTM C-901 2-117 1314 12' &16' Steol Uftcon Concrete min. 3.5 ksp 1-114• 1314" 12• Gmuted CMU, (ASTM P90) 2-W 1-314 12' -M:N.0 J 1 MKCAUZ3 OCT UNU 111CMM 1 A OWPO Il—I=. •UNGROUTED CMU" VALUES MAY GE USED FOR GROUTED CMU APPLICATIONS. 1. USE ONLY ANCHORS LISTED ON THIS SHEET. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 2. WOOD SUCKS OF-PICTED ON THIS SHEET AS `1X", ARE BUCKS WHOSET9,'AL THICKNESS IS LESS THAN 1-1 T. 1X WOOD RUCKS ARE OPTIONAL IF UNIT CAN BE INSTAL -LED DIRECTLY TO SOLD CONCRETE, WOOD BUCKS DEPICTED AS'2X•ARE 1-IM THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WONT BUCKS TO BE ENGINEERED BYOT.'(ERS,OR AS APPROVED BY AUTHORITY H.4VINGJURISDICTION. 3. FOR ATTACHMEN'-TO METAL THE STRUCTURAL MEMBER SHALL BE OF ASIZE TO PROVIDE FULL SUPPORT TO I}M WINDOW FRAME. 4. IF APPLICABLE, LOWER DESIGN PP-ESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM. Ustalal Mhl. F1 % t. F. Steel 5— 931td 120 k9 4109— eo kd 110k6 Em Ufloc.t10 410 SS Saa CmWI.X6 155 k:l 127.4ksi 177 W 189.7 isl CM3-Ts A4mloum 15 k6 2? sI A'-6 Sted 25 kd Sit kd er. 33 Steel Stud 33 k' 45 kZl PRODUCT REVISED as complying with the Florida BuBeing Code NOA-No. 17-0614.11 Expiration Date 02119/207 9 NO CHANGES THIS SHEET. a PRODUCT REVISED 2X WOOD BUCKSTRIP as complying with the Florida TYP. ANCHOR TYPE INSTALLATION 1NSTALLAI ION NOA-ng coae EMBEDMENT AND EDGE EMBEDMENT OR FRA.VBNG, SEE TYPE J TYPE K NOn-No- 7-06�4.1 � NOTE 2. TH8 SHEET DISTANCE PER SUBSTRATE. EDGE - Exph'adon D31e 02/I 912019 SEE TABLE 10, THIS SHEET DISTANCE 1/4' NIAX EDGE DISTANCE -�-� 13 EDGE •^^�---111 SHIM ///n�11`j Y INSTALLATION ) DISTANCE zX WOOD SUCKSTRIP VIG Miam Dad roduat control 2X WOOD BUGKSTRIP OR FRAMING, SEE u TYPE I OR FRAMING, SEE _ 4 � NOTE 2, THIS SHET NO � = 2, THES SHEET 'I i - 1 I I TY EDGE DISTANCE , R SLSSTRA AND I I 1 4 MAX 4 EDGE DISTANCE PER SL'BST'%4TE, 3 SHRI 11 `����------���� 6 SEE 7R6LE 10, THIS SHEET 4 I EMBMMEN, - I1 3 EMBEDMENT NO CHANGES THISSHEEi. USED AT CURVED L I I I I } EXTERIOR 28 FRAME MEMSERSONLY I } a 11 EXTERIOR VISIBLE LIGHT WIDTH = I B d`� G U WINDOW �----- WINDOW BUCK WI07H-2-IJ4" z z. HECK WINDOW BUCK WIDTH 0 a r 110MAX.SHIM �.,JI u� '� a O c i in T I HORIZONTAL SECTION E-E o; o w PR VISIBLE LIGHT HEIGHT= WINDOW BUCK HEIGHT- 2.314" INSTALLATION TYPE INSTALLATION TYPE L 41 B STEEL SELF DRILLING SMS (M SEE TABLE 10, THIS SHEET I I Anchor Sutstate Min Edge Distance Max. O.C. c cing 2-1/T X .113" Box Na F.T. Southerm Pine SG=- -55) 611E E 2-tG" z .131" Common Nair P.T. Southern Rne SG-0.55) 318' 2.12" % .146" Roolna NM P.T. Somem Plne 3/8'. fi :10 % 1' 5ee[ Screw (CS}' P.T. Scuthem Pine {SG--0.55 1f- 5' D.0---Alum1mim, 60GS-TS mfR. t 116 6' 1/16' A36 Steel 611E 5" 0.D4,7M8G3 S'4d Stud. Gr, 33 I WIG' 1 5" v ' 6 2X WOOD SUCKSTRIP -4� EXi ERIOR 'MIN. OF3 T,H READS BEYONO'HE PETAL SUBSTRATE �J OR FRAMING, SEE NOTE 2, THIS SHEET V , MAX SHIM MIAMHOAAE APPROVED MULLION INSTALLATION NOTES: �u4" N F. STEEL (SEE —.3EL FRAMING s EEL FRAMING OF. STEEL STUC. 1- USE ONLYANCHORS LISTED ON TH.S SHEET. FOLLOW EMBEDMENT I SEE SUBSTRATE PROP ER7ES. AND EDGE DISTANCE LIMITS. _ I TABLE 10,THIS SHEET -� <� 2. WOOD BUCKS DEPICTED ON THIS SHEET AS 4)C', ARE BUCKS WHOSE Mat<tl<I MEn Fr AtM. F� - EDGE DISTANCE TOTAL THICKNESS IS LESS THAN I.1r.. IX WOOD BUCKS ARE OPTIONAL 1F UNIT CAN BE INSTAL! ED OIRECTLY T'O SOLID CONCRETE. 1N000 stv1 S<Iaw 92Rec 1213W sa6sT5AtuWmm, 16 hsi 22 as1 BUCKS DEPICTED AS'ZX'ARE 1-1/2'THICK OR GREATER INSTALLAMON A:&Steel :8ks 5e ksi TO THE SUBSTRATE OF WCOD BUCKS TO BE ENGINEERED BY OTHERS Or. 33 Sled Sati as v AS k�i TYP. ANCHOR TYPE, EMBEDMENT OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. -r- EMBEDMENT AND EDGE DISTANCE PER 3. FOR A � i ACHMENT TO MSfAL• THE STRUCTURAL ME\16EASHALL BE SUBSTRATE, SEE TABLE 10, THIS SH---'T OF SIZE TO PROVIDE FULL SUPPORTTO THE WINDOW FRAME. VERTICAL SECTION F-F 4.IFAPPUCABLE, LOWER DESIGN PRESSUREFROMEfTHERIWINDOWOR MULLION NOAA.PPLIES TOWY.OLE SYSTEM. 2X WOOD BUCKSTRIP EDGE OR FRAMING, SEE INSTALLATION TYPE M DISTANCE/ -NOTE 2, THS SHE7 EMBEDMENT INSTALLATION i 114. MAX TYPE M J EMBEDMENT I SKIM ilmf�2X WOOD BUCKSTRIP OR FRAACNC, SEE NOTE2, THIS SHEET LSHIM �. EXTERIOR a WINDOW BUCK HEIGHT VISIBLE LJGirr HEIGHT = WINDOW BUCK HEIGHT- 2-3/4" INSTALLATION TYPE N \TYP. ANCHOR TYPE. ,_EMBEDMENT AND EDGE I 1 -, DISTANCE PER SUBSTRATE, 1� SEE TABLE 11. THIS SHEET- ! USED AT CURVED EDGE 29 DISTANCE FRAME MEMBERS ONLY @ 11-7/8' O.C. MAX Z- CONCR87ElCML! PERANCHOR REQUIREMENT 1/4' MAX. SHIM , �-+- INSTALLATION TYPE O STEEL SELF43RILLING SINS (as), SEE TABLE 11, THIS SHEET INSTALLATION I EMBEDMENT TYPE N r- 1X WOOD BUCKSTRIP, SEE NOTE 2, -HIS SHEET TYP. ANCHOR TYPE, EMBEDMENT AND -EDGE DISTANCE PER SUBSTRATE, SEE TABLE 11. T-I!S SHEET �J t VISIBLE LIGHT WUTH = W'/INDOW BUCK VVI DTH-2-314" WINDOW BUCK WIDTH HORIZONTAL SECTION G-G TAR' F 11 TYRANCFIORTlPE, �ry ;I PRIOR EMBEDMENTANDEDGE DISTANCE PER SJBS l r P . E. l��l SEE TABLE 11. THIS SHEET MIAMI-DACE APPROVED MULLION (SEE SEPERATE NOA), ALUMINUM, �114'MAXSHIM STEEP- FRAMING ORSTEEL STLIO. SEE SUBSTRATE PROPERTIES, TABLE 11 THIS J' lI1�I I • a, 9,� D' l I EDGE DISTANCE CONCRETEICMU PER ANCHOR REQUIREMENT EXTERIOR G ' 'MIN. OF 3 THREADS BEYOND THE NSTALSUBSTRATE. 1X WOOD 5UCKSTRIP, "UNGROUTi_D GUU'\ALLIES MAYBE USED PDR GROUTED, CMU APPLICATIONS. Z> SEE NOTE $ THIS SHs-T INSTALLATION NOTcS: TENT 1. USE ONLY ANCHORS LISTED ON THIS SFm5 i. FOLLOW EMBEDMENTANO EDGE DISTANCE LIMITS. _ I Z T1COD BUCKS DEPICTED ON THIS SHEET AS -1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-'V2", 1X WCOD BUCKS AZE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY 70 SOLID CONCRETE WOOD BUCKS DEPICTED AS -WARE • EDGE •1 1-112' THICK OR GREATER. INSTALiA71ON TO THE SUBSTRATE OF'NOOO BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED SY AUTHORITI' HAVING JURISDICTION. DISTANCE '�- 3. FOR ATTACFi.MENT TO ,METAL- THE STRUCTURAL NIEMBE31 SHALL BE OF A S12E TO PROVIDE PULLSUPPCRT TO THE VERTICAL SECTION H-H VVNDOWFRAMr. 4, IF APPLICABLE, LOW--R DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPUES TO WHOLE SYSTEM. Maeda! Alin. Fr Mtn. P� s!oel Sezw 92 its! 120 ksi 410Scre'N 90 MI 110t5l FJca ultmc rO 410SSEIco OmIeFkzm f65 W 127.4ksi 177 ktl leg.7W B3•TSAiumirtum 16ks1 221ar AW Steel 36 Rol 58 "1 Gr. M Staei Stud 33 k°i 45 W PRODUCT REVISED as rornplytng with the Plorida BUIICIng Code NOA-No. 17-0614.11 ixplration Date 02/15/2019 JR - 06106117 - UPDATED c ANCHORAGE TO FBC 2017. a c7 U W = ^a CD ❑ ¢ o r 7 n c w B:oc co O 0 w C O En E e r re = � n ito ui ¢ U V o e5 LU O FW c �< .CD r>� a r O Z Y z O V !... �t lL� O G O H D) Z a:u6 ' J O F� O Q z } Q Z 0 § I ryN I-: L Cn �_ tiW LLJ 6- a X z L 1L apLr •asap saris PRODUCT REVISED as eemPlYiny with Oho Florida Building Code NOA-No. 17-0614.11 Expiration Dace 02/19/2019 • Mlamli-Opeto ProduC Control NO CHANGES THIS SHEET. ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE &EQUAL -LEG FRAMES FOR FIN FRAMES a` I Lu ii � x''y f 1 I\ I ANGLEDICURVED f ANGLED/CURVED O ¢ o Q Q 0 + FRAMEASSEMSLY 1 + FRAMEASSEMBLY � ?Joa coU q 90' CORNER +I I 90' CORNER 0 •••t fj to o FRAME ASS2?MLY r yp r 11 FRAME ASSEMBLY 11 Z .d n= Z vM�ofO L] UU'o e 0 1 h + I f D1 I W Z 7 2 fn "' z o ji r Ld OIJo ALL COPJ1 RS TO 1 V t ( ALLCORNERSTO I , 4 ^ USE GASKET 4444/ , , USE GASF--T I _ v O ANDIORSEALANT j I / AND/ORSEALANT Q tL 1 Q � a e I / j / / ► Z / I / \—EQUAL•LEO FRAMEco \---FLANGE FRAPAE z Z ✓ ® is'„ ✓ o Z � EQUAL-LEGFRAlI� •�T / NERED FRAME WIT H INTERIOR � I� MI : cRED FRAME KTfH INT7il0R � p (J) z AND EXTERIOR FRAME Y'IEiAS I AND EXTERIOR FRAME WELDS cl a ?ro=S `— FLANGE FRAME (SHOWN) OR CORNER KEYS AT (SiiCWN) OR CORNER KEYS A7 Z ( 30 SCREW BOSSES, SEALANT AT ALL CORNERS SCREW BOSSES. SEALANT AT ALL CORNERS 1 O x c�.J co OLU ti � _ O a. IL 1L m ' aq1 •074 :�ux * : No.58705 i S QNA G A. LYNN MILLER• P.E. P,Et/.iACS Item PGT Part# Description Material 1 42630 Flanged Frame Alum eo63zm 2 4285 Equal -leg Frame AFinL 6063-T5 3 4256 Inlegral Fin Frame Alum 6063-TS 4 4255 7116' Lami. Class Headng Alum 6063'M 6 4254 I.G. Glass Beading Alum. 6063-TS ea 4270 Installation Fastener Cmer Alum.6063-TU 6b 4224 'lnslalationFastener Cmler Rigid PVC 10 70589C I Gasket fat 90' comerjoInts) Polyethylene 11 TP24716 JVInyI Bulb Weatherstrip Flex PVC, Duro. 65 *1--1 13 Dow 791. 899 or GE 7700 Backbedding a Ilcane 20 71652K Setting Block. Mono. 3/16" x 7116" x 4' Neoprene, Duro. 85 -/-1 21 71704AK Setting Block, I.G. 3116' x 1.3/32" x 4" Neoprene, Duro. 85 +l--1 Z9 98 x 1-114" FH SMS Stainless Steel 30 781PDX 48 x V Quad PH SMS Stainless Steel 1�- -,�" 27HC 2.754 2,784' ,094' ,094" ---•-I I-•-- :094° --•..I L�-� .074° — ,o6r I .a7r i .oar 1 .cw r- .M' 1.376" 1 k� 1.37i" t.si s .aoo• -L T S00° 'jt-+-JII'� .050•aau°• HO^ 507 43e" 4�. --4—� 1725— Oso- FLANGE FRAME EQUAL -LEG FRAME D7r 94253C,606375 #4285,606345 i 3 FIN FRAME 44256, 6063 75 .346' 975' FA •�Sa � t 7/16" LAMI. I.G. GLASS INSTALLATION GLASS 6DO BEADING 6aFR 2.603•T5 94 06a-TS #4270,66-T5 SILICONE HOT-MELTBIlTYL &/j MENT POLrso- DESICCANT FILL AREA STRUCTURAL Bl1TYLENE SILICONE SEAL 511E'NOtvi STRUCTURAL J16' NOM. POLYISOBUTYLENE 1/4"NOId. FOAM BUTYL& SILIWNESEAL wRH ROLL -FOR AED WITH DESICCANT DESICCANT DESICCANTFOAM STAINLESS STEEL IX7. GLASS li EICr. GLASS / JCT. GLASS—\ I INT. GIASS DCr. GLASS Cj� —INT. CLASS —1NT.GLASS —INT. CLASS vul" KODISPACE SUPER DURASEAL® XL EDGE'' Is 4SG TPS SPACEONXT'°0 SPACER SPACER Part# Description Material 75 Kommerlina 4SG TPS Spacer System 76 Quanex Super Spacer nX7 Wth Hot Melt Wyl See this Sheet for 77 Quanex Duraseal Spacer tviaieriafs 78 Cardinal )L Edge Spacer rtcrn� i=, rtaru—o=r,�-orir, onooaon�� PRODUCT REVISED as Cosapllnng wigs the Florida Bedding Coda .-No. 17-0614.11 Exprra6oa Date 0211_912019 NO CHANGES THIS SHEET. 2