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HomeMy WebLinkAboutProduct Approval RECEP71D SEP 2 3 2M5 FILE COPY. M IAM I-DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 2088 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries 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 IIPW-701./720/820"Aluminum Fixed Window-L.M.I. APPROVAL DOCUMENT: Drawing No.MD-720-820.1, titled"Fixed Window Installation Guidelines", sheets 1 through 10 of 10,dated 04/12/13,with revision A dated 07/02/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Section 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 narrre or logo, city, state, model/series, and following statement: "Miami-Dade County Product Conirol 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 NOAH 13-0502.03 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0528.26 MIAMI-DADE CO Expiration Date: February 19,2019 177 Date: July 092015 Page 1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. . 2. Drawing No. MD-720-820.1, titled "Fixed Window Installation Guidelines", sheets 1 through 10 of 10, dated 04/12/13, with revision A dated 07/02/15, 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 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 Laboratoiy, Inc.,Test Report No. FTL-7212, dated 03/21/13, signed-and sealed by Marlin D. Brinson,P.E. (Submitted under previous 1'VOA.No. 13-0502.03) 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 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 and 07/31/03 respectively.-all signed and sealed by Joseph . Chan,.P.E. (Submitted underNOANo. 03-1105.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5tt' Edition (2014),dated 05/20/15,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). �V Manue Perez Z_/ Product Control Exa '.er NOA No.15-0528.26 Expiration Date: February l9,2019 Approval Date: July 09 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "Kuraray SentryGlas©(Clear and White) Glass Interlayers"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 Ib/in. F. STATEMENTS 1. Statement:Ietter of conformance, complying with'FBC-511.Edition (2014), dated May 20,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 20, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. . . 3. Laboratory compliance letter for Test Report No. F17I,4212, dated 03/2.1/13, signed and.sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA No. 13-0502.03) 4. 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. (Submitted under NOA No. 03-1105.01) G. OTHERS . 1. Notice of Acceptance No. 13-0502.03, issued to PGT Industries for their Series"PW- 701/720/820"Aluminum Fixed Window–L.M.I."approved on 07/18/13 and expiring on 02/19/19. Manue Product Control ami er NOA No.15- .26 Expiration Date: February 19,2019 Approval Date: July 09 2015 E-2 GENERAL NOTES:SERIES 7201020 1 DESIGN PRESSURE RATING IMPACT RATING IMPACT-RESISTANT FIXED WINDOW VARIES, RATED FOR URGE a SMALL SEE SHEE752S MISSILE IMPACT RESISTANCE 1)THIS PRODUCT FNS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 4B'TIP-TO-rPWOTH BUILDING CODE,INCLUDING THE HIGH VELOCITY46'BUCK WIDTH HURRICANE ZONE MVH4 41 'BUCK WIDTH 48'BUCK WIOTM 44.1N'NSIBIE 45.1/4'VISIBLE 0.41fP VISIBLE 2)SHUTTERS ARE NOT REWIRED WHEN USED IN UGHT WIDTH LIGHT WIDTH UGHT WIDTH PRODUCI'RBVISED W[NI BORNE DEBRIS REGIONS.FOR INSULATED GLASS J I--2'MAX Flyig9wM On Florida INSTALLATIONS ABOVE SPIN THE HVFQ,THE OUTBOARD S. D.SHEET?i� W� Iq 'I%B -I I- BuT4m`Oodv, LITE(CAP)MUSTTEAIPERED. B.SHEETS H SHEETS AcwpMvve No r3- {2 INon Nri 'K71 3)FOR MASONRYAPPLICATIONS IN A0M0-0ADE COUNTY. USEONLYMNMI-DADE COUNTYAPPROVED MASONRY I I i AST pkv PlW.1 ANCHORS.MATERIALS USED FORANCHOR EVALUATIONS L7_1 . WERE SOUTHERN PINE,ASTM CBO CONCRETE MASONRY A I A (✓S 0 I SHEET? ESNEET6 E.SHE zi UNITSANO CONCRETE WITH MIN.KSI PERANCHORTYPE SHEETS SHEETa BU Iy( SHEEETI O�SMEETB i O, 0 5TH EDITION 71 UPDATE 4)ALLW000 BUCKS LESS THAN 1-1?THICK ARE TO RE L I xEIRFIT } I BUfX( _-___-_ ._ AT :0710 16 CONSIDERED iX INSTALLATIONS IX WOOD BUCKSPRE L xE1QNT 03-114' - y OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE I------- B21N' L- - /-- / VISIBLE WOODRUM DEPICTED AS ZXARE I-UTTHICK OR 12'MAX i / VISIBLE 17 MAX. i / fRL1N' I / UGFR _ GREATER IX AND 2X BUCKS(MEN USED)SHALL BE O.C. / MEtGOHT OF LIGHT WMAX FLIGHT I t DESIGNEDTOPROPERLYTRANFER LOADSTO THE i / GC. STRUCTURE WOODS DESIGN PNO INSTALLATION IS T I / I BB' HEIGHT I / BU�CJ( FD Q THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR TIP-TO I HEIGM ARCHITECT OF RECORD,(AOR). I TP I D: HEIGHT O a y p 6)ANCHOR EMBEDMENTTO BASE MATERIALS HALL BE I BEYONDNT EMBEDMENT. ARROW DINT SEALANT OF I 1 { N y SL DRESSING UFFICIENT EMBEDMENT.NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL I F.SHEET8 Z b LLId d SEALINOIFUSHINO STRATEGY FOR WATER RESISTANCE OF P r B—�'I f.r 12'MAY O.G S' '+0-r{ I•t-12-MAX O.G 2M H,BHEET� UI 0) W INSTALLATION SMALL BE DONE BY OTHERS AND IS BEYOND MAX SHEETS MAX SHEET7 �U X- THESCOPEOFTHESEINSTRUCTIONS. &MNL O-G Z O� 6)MAX 114'SHIMS ARE REQUIRED AT EACH ANCHOR TYP.FLANGED FRAME TYP.EQUAL-LEG FRAME TYP.FIN FRAME ELEVATIONY (D z o LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE ELEVATION(TESTED UNIT) ELEVATION(TESTED UNIT) (TESTED UNIT) 2! dz O o SUBSTRATE USE SHIMS CAPABLE OFTRANSFERRING Q O APPLIED LOADS.WOOD BUCKS,BYOTHERS,MUST BE ILII .- SUFFICIENTLY ANCHORED TO RESIST LOADS ILTOWR ON FIGURE I: THEM SUFFICIENTLY GUIDE TO SHEETS: 12O.C. SHAPES AS SHOWN BELOW OR SUAMRMAYBE USED BY INSCRIBING THE SHAPE INA BLOCK MAX. AN OBTAINING DESIGN PRESSURES FOR THAT BLOCK$aE FROM THE TABLES ON SFIEETS 23. y v8 ImYS ?)DESIGN PRESSURES: GENERAL NOTES----- u ANCHOR SPACWGTO8E 6'MAX FROM CORNERS AN01i O.G MAX FOR AU.CURVED FRAME A NEGATIVE DESIGN LOADS BASED ON STRUCTVHAIILYCLE ELEVATIONS_____ I ` MEMBERS.SEE FIGURE I,THIS SHEET. TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM GLAZING DETAILS.----..2-6 vy� E1300. 0 DESIGN PRESSURES.__._._.2-5 12'D.C. �-WIDTH =i )WIDTH---I �tAOTH-^{' I-_WIDTH'-I B.POSITIVE DESIGN LOADS BASED ON WATER TEST INSTALLATION,rW1GE...._..C .LNX T (D-11 D'i PRESSURE STRUCTVRAUCYCLE TESTPRESSURE FRAME INSTALUTION,EWALiEO._..7 JANALYSIS AND GLASS PERASTM E7300. WSTALUTON,INT.FINA_..e. j / �� �INSTALLATION,INT.FIN D_-0B)THE ANCHORAGE METHODS SHOWN HAVE BEEN CORNERASSEMBLV_..-W_90 ' ( xDESIGNED TO RESIST THE WINDLOADS CORRESPONDING EXTRUSION PROFILES...--10 � 1 L- qlg ys.0.rss TO THE REWIRED DESIGN PRESSURE.THE 33-103%STRESS PARTS LIST.............----.10 1 INCREASEHAS NOT BEEN USED IN THE DESIGN OF THIS -W� � WIDTH�{, I�w1DTH-I I-WIDTH--I `t\\\91IIINlI,/A PRODUCT.THE 1.8 LOAD DURATION FACTOR WAS USED FOR TABLE 1: - - 0- - -7 C l HY LYNN 'Aij THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT Tr T COME INTO CONTACT WITH OTHER DISSWIIAR MATERVLL9 TYP! DncnPIHB S+1 � ;•'•�1GENSF'•.�F,D% SHALL MEET THE REQUIREMENTS OF THE FLORIDA ! ` Q BUILDING CODE FOR CORROSION RESISTANCE. 1 711PV 3118'M-.DBP PVB-311P 119 Zi W 1 ( _ / )'f.' No.60705 •'•N' 2 7170 L.M Ir H3-.000'PVB-3'1P Fib 2 _ 9)REFERENCES,TEST REPORTS FT43B35.386087212; 3 tIfir L.N.If3311P T-7I1PAr-YTP M-.07P PVB•3118'M9 3 1 1 1L_ —J �L J QW ULTRACON NDA;ELCO CRETEFLEX NON ANSUAFBPA 4 1.1110'laml.p Y1PT•TRPAir-Y1P F46-.OAD'PVB•31ITHB 3 7 NDS FOR WOOD CONSTRUCTION AND ALUMINUM DESIGN ® WIDTH =i I— WIDTH'� I—WIDTH-�{ �W_ -i -P•• S 'I, MANUAL. a 7/ib'IVIN 16'M-.DBP SG-111PM 4 I"_ -.l 'n 3 TE OF e TneLHN WIG'HS . Tr fII� T J� , Tr :.�i�s':F<OAIDP..•G�?�: 7 1.UjWL-A.IG 18'T-7115'AV-WIT AA•.DBO'SO-31f8'M 6 �, , kk rul 10)7FIE]20 SERIE9 USES APVB 0ITERLAYER THE BZO SERI ES USES AN SO INTERLAYER.THE 720 AND B205ERIE9 a 1-I1P lamLq iPT-7H8'AY-YICH3-.000'&0-Y1e'X6ONAL Er;•\�- MAYALSO BE REFERRED AS THE 701 SERIES. �'SG'�'KURMNY SENTRYOIAS WTERUYER'BYXURARAYAMERICA,ING Y ( Al/111111\\ 'FVB'•'KURAMY BUTACITEBPVBINTERUYER'BY IGIRARAYAMFRICA,LNG 1 1 1 1 ALYNNLIOlEiLPE 1 PE=P' p sort sift�nl - ��.-S sim sift on) A.510m .. `n AAtmii SHO ;BY$SP� N$mmLNSw�YBiS �' a �YY£LF6I£YHSSLmL Geb"6Y73 S4 ro . g mom _¢ix . g � isk$ffi�:smN�P$ okss � At Sod i��Nue���SSe�Y � ��9 V$�tr�Qv N$S8&�Y a 19om Z � Z mg � o o ops - ooar y N + T m m 53z cci1�y oa� y � � m �� smo �•{ �{ z T yI {lI LL O O • �ILIA--- -m r�J'.� 1Y F RevR RnA �� )maq 1070 TECHNOLOGY DRIVE z $"8 1 N.VENICE,FL 34275 0 �g9ag �� ,..... , P.O.BOX 1529 c s 3 6 �y; NOKOMIS.FL 34274 >z Ga ® z' oFavnl.szeM (941}480-1600 m s � zz 0 aA��•Or„� ,� �,:z F FIXED WINDOW INSTALLATION GUIDEMLIN.•..•.. . `� DESIGN PRESSURE TABLES I PW-78220 ENTS 1 2 OF 10 aM ^'S•• 91st SIO.On) ® as m xo � n�;o" ®SY�SE6S.NUmm.»SlBt4YNx _ O P. y AIR o tgN iii-2 • 22G2-m 8 ego Niltkgltlil�otktksg��$� $" IA m mmm mm�� ��mk�e" N � 0O 0 0 T � _ g s m1 , H4L? 0 se n 8 $ -i - ' .-.g� o 0 a o A c I abk�;k $ a em o 2j ao op a A �O S 1070 TECHNOLOGY DRIVE P N.VENICE,FL 34275 p c ' a _5 r � '•;lyo�� P.O.BOX 1529 c NOKOMIS,FL 34274 > g-�:a s z:z= cmr.oFwm.rSSxss (941)-480-1800 om b1$o m Z c FIXED WINDOW INSTALLATION GUIDELINES 4/12/13 J? M '•v j•'' .. • d��.` gDESIGN PRESSURE TABLES JROSOWSKI rn= ''/V c..... .g PW.820 NTS 7OF 10 JR11 720 20.1 A TABLE 5a Window Deslgn Pressure(+Ty pof)forGlass Typo 6 L.9 a 7110-LANNATED 07.718 72 78 80 84 88 1 92 98 100 107 106U2 GLASS STACK 30 +90?-125.4 .90.12D .M.115.5 .9-6411.5 +901-1005 .901-105 +900.1015 .90.187.5 +80.1025 •8w-100.7 +80.97.9 .084 SO ORERLAYER 32 +900-11&9 •80.1108 .90.1053 +90-101.9 •901987 +900.95.7 +90.923 •900.90.0 .W.0.3 •1-89.9 .1-89 34 .900-108.9 •90.100 .901.988 .90-951 +9091.0 .1.6&2 +184.4 ./4t .1a1 0.79.8 +-79.4 3110 ANNEALED GLASS 38 .901-1020 .90-97.1 .900-920 .146.9 +1.05.5 09211 +1.79.7 .1-772 1-75.1 1-7&4 1-722 3114 ANNEALED MASS PRODUCT REVISED 30 +U.-M4 •90922 +1a7 0.87.2 ./a7 .1-781 0.751 0-725 •-70.3 ./485 .1M.3 d�plYing arl150m FIorW 40 .90i-91.6 0.082 0082.8 0-79.8 0.77.2 0-74.3 0-71.3 ./d2B +1BS1 +1.014 081.0 , 11 1 eaild'mg Coda 42 +901-91.3 .140.7 +la. 0.77.4 0-74.3 .1-71.3 +1881 .180.7 +181.o .149.8 .158.2 J_ Au<9�lma 1 (5-�8'� M .1883 .I8 A .1•78.9 1-75.4 +1.72.1 .188.9 0850 .1d 2 .189.7 0-67.5 USEDATCURVEI E FRAME MEMBERS ONLY 29 50 b .1854 0.80.0 -77.2 0.13.8 •1.70.1 .1888 0815 00803 .181. ll-71WO.C.MA%. By 45 .1-827 0.19.3 4I-750 .1-71.9 080.3 084.9 081.5 0862 ® GLASS BRE �--LONG SIDE MI G) 5D +1-809 0.17.5 0.74.1 1-70.3 .188.7 +I-al .159. 1.9 T MI Dde 52 .1-791 41-75.6 .1.724 .188.8 0851 0081.5 54 +/-77.4 •I-73.8 ./-70.6 •f.W.3 .183.6 EXTERIOR SHORT NO CHANGE THIS SHEET sa 1-758 .1-72 +18811 +1ffi.3 (� 20 13 SIDE z DATE:0702115 .1-722 +1.70.3 -1.85 r eo .Tau 148.7 14s GLASS TYPE 5 p 02 ./-71.2 +181.1 64 .1897 .185. 'r►-LONG 68 H8&3 57aia 181 'T _ NOTES: Y ..a 1)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT V FROM THE TIP-TO-TIP DIMENSION TO DEMR59NE THE LUCK DIMENSION. SHORT { ILL a N . 2)FOR SIZES NOT SHOW47,ROUNDUP TO THE NEMAVAILABLE SHORT OR LONG DIMENSION. SIDE 1 >� _ 3)FOR ARCHITECTURAL WINDOWS,FIND THE SMALLESTWINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELYFR WIT7IIN. ❑ V N ' 4)THIS SHEETAPPLIES ONLY TO FLANGE AND EGUAL.LEO WINDOWS DO NOT USE WITH FIN-FRAMED WINDOWS. 3- -t •NlaD M TLo ABLE DIMENSIONS MAY BE p Ipi W FI ORIENTED VERTICALLY.. Ory 4V' Z HORIZONTALLY AS SHOWN. i LL W DIUL7_U XN d ❑ TABLE& 1-Z O U' Seo Window Deefgn Plnssurs(+hpef)forCilass Type7 L� ci Z 11.7 0 R P �z dz F- 67-706 67-718 72 70 80 84 66 . 92 96 100 104 109-V2 1-1H4 NOM J J 30 -RD1430 .9w-130 .90-130 +90.125 +90.1220 .90.118.8 +90.1181 +9w-117 +90.150 +9w-1127 •90-103.9 GLASS STACK 7/14LAMINATED 32 +90-130 +90-1251 .900.118.9 •80.114.8 .9w-11. M0-108.1 +80.100.3 • -102.4 +90.102 •90-101.4 .90-99.7 GLASS STACK II H F 34 +90-123.1 +90.116.4 .900.111.7 +90-107.5+931-1GLB .90-!D.7 .911.95.3 +9w-92.1 +9w80.5 .1-90 .149.0 SHORT 10 W Iw'rs 30 .taM15 .90.101& .900.100.5 •9D-100.5 +9w-988 •901.97.3 .1-90 .187.3 •I84.9 082.3 0411 7N4TEMPERED GlA9S 3118•ANNEALED GLASS SIDE r ® Z of 38 +901-111.2 .90'-104.2 .90.979 +90094 +901-91.1 0882 +184.9 ./-81.9 .179.4 .1-76.4 •1.74.3 3114 ANNEALED GLASS T F N r 40 .900.1089 +9UI-99.0 +901934 •90'90.1. .87.2 +184 .1-805 .1•787 00.7&5 .1.70.9 189 7/14AIRSPACE ,090'SO INTERLAYER 2 42 .9w-103.2 .91985 .90.91.2 +187.4 +181' H-8 8 +/-77 .1-731 149.6 +188.9 0852 44 +90-�.7 •90-83.1 149.1 +1882 4181.4 0.77.0 .1-74.1 0-703 147.5 1839 11 a s 48 +90.96.5 +90.91.3 •1871 183.2 1.792 1-764 1-71.7 1881 +.145.16 LONG � 40 +90'.97.5 1890 1414 ./41.2 /-77.2 1.733 183.6 1450 SIDE u ❑ T, 50 .900-91.4 147.6 ./a7 +1.79.4 -53 1.1.3 147.6 USEMBERS ONLVEDY y4 W I/1 as x 52 +189.4 H85fi 141-0 .1-77.7 .1-735 1846 FRAME MEMBERS ONLY 29 GLASS BRE I �( IL 61 ./47.5 18304 0.790 ./-78 1.71.0 ®11-718`O.C.MAK. 1 LL ,❑ 6e •1-650 .181.4 1-77.5 •1-73.8 1.1 NII w u 5B .1818 ./-79.4 +1-75.4 E2 *I-8a4 .1.756 +1-73.5 22 21 13 J SHORT `♦` Q1 ILYNN 54 1-7884144 r -1 50 +1.77.2 GLASS TYPE 7 ��,. 4icENSF •.,q 67.710 1.749 X No.86705 NOTES: OR ST?ESDIMENSIONS OTSHOSHOYM SHOWN. D UP TO THE NEXT AVAILABLE SH RFR M THE LONG DIMENSION TO DETERMINE THE BUCK DIMENSION. -I"'�"r�� 2)FOR SAES NOT SHOWN,ROUND UP TO THE NEKT AVARABLE SHORT OR LONG DIMENSION. 3)FOR ARCHITECTURAL WINDOWS,FWD THE SMALLEST WINDOW SIZE DL THE TABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELY FR WITHIN. T/Tr/Ok 4)THIS SHEET APPLIES ONLY TO FLANGE AND EOUAL•LEGWINDOWS.DO NOT USE WITH FIN-FRAMED WINDOWS. �( :, fiAE � A 1-40011 IA�lLm PE P.EA U705 TABLE 1: Window Design Plessule(HR psQ forGlass Types 6 8 B Ldp s 61.718 72 79 80 04 ea 92 98 1 100 101 109.112 112 118 1 120 12L 129 132 130 40 129 30 .W1-130 .901-130 +901.130 .13D +B6-lW +9131-120 +901.130 .900.130 +96430 296-130 +900.130 .901.130 .W-130 .901.130 .86.130 +901.130 +801.130 .801-130 +96.190 .80'•130 32 +90.130 .9043D +901430 -OW-13D +900.130 .801-130 +W430 +90'-130 .901-130 +900.130 .901-130 +84'.130 .96.130 .900-130 .96.190 +90'.170 +901.130 .130 +900430 34 +901430 .130 +901-130 +86.130 .900-130 +901.130 10D-(V 3D +96.130 +900-130 +900-130 +900.130 +96.130 +96-130 -130 +9N.130 .W-t3D -130 PRODUCTREVISED 38 +86.13D IM-13D .96-130 .96-130 .96.130 +96.17D .9w-Im .86.13) .900.130 +96-130 .86.170 .801.130 .86-130 .9014 .901-130 +800.130 NrNBxiWtM FLAK 38 .W.130 .W.130 +M.130 .901-130 .96. 70-43D130 . 3D .96.130 .-'•130 .901.130 .96-130 -901-130 .901.130 .86.129.2+96.127.3 Aiildin,°„�,� N. IB-O5Y8.�k 40 .W-170 .96-130 +96-130 .86.170 +96-13D .9686 .130 +M.130 +W13D .80'•130 + -12696.1 8 . 2].2 +96.122 mum 19. 12 .8649 .960130 .90'.130 .96x30 .90-30 +96-130 .701.130 .7W 1245 +W'-11].4 .96-1141 +900-118.1 P LL .96-130 .96.130 +96.130 49M 1 .800-130 +96-130 .96.130 +96-12015 +96.119A +e-71 By LB +96.130 +96.130 .901.130 .96430 +B00.13D .001-130 .W-1208 170.120.5.W-115.3 M. � 8 48 .W'-130 +96-130 .901.130 -/3D .86430 .90f-I57?-.9W-I23 .W-1145 W 50 +W.130 .M.13D .96.130 +W.1313 .96430 +96.128.2 99.4.114 s2 +W-19 .901-130 .901-t 30 .96-170 .96am .eael-143 NO CHANGE THIS SHEET 6 . .96-130 .B6-uD •901-t3o +s6-130 .�.6.tZi.1 ATE:07/02116. 55 +86-130 .96-130 +96-130 .89.11.129 S Y +900-130 +96'.170 +96.130 5D +901430 .900-ta +W.6-129. 62 .86-130 61 .96470 +96-7L W +86-13D 67-718 .96.130 a 3 NOTES: t)BUCK DIMENSIONS SHOWN.FOR FLANGED WINDOWS,SUBTRACT 11-FROMTHE TIP-TC-TIP DIMENSION TO DETERMINE THE BUCK DIMENSION. - O a y G 2)FOR SIZES NOT SHOWN,ROUND UPTOTHE NEM AVAILABLE SHORT OR LONG DIMENSION. O ry 3)FOR ARCHITECTURAL WI NDOWS,FlNOTHESMALLEST WINDOW 5.2E IN THETABLE ABOVE WHICH THE OVERALL DIMENSIONS COMPLETELYFITINn HIN. ]•n .NW °1xj' L)THIS SHEET APPLIES ONLY TO FLANGE AND EQUAL-LEOWINDOWS.W NOT USE WITH FIN+-RAMED WINDOWS. OIYj W z �E` Z MUrq :U Xy TABLE DIMENSIONS MAYBE ^ O YO ZO v Eva ORIENTED VERTICALLY OR o t•1N6'NOM. HDRIZONTALLYASSHOWN. rZ 4Z Q !H O rLAMtNATED GLASS STACK �.I TI1PiW,LMATED LONG m �'GLASS ACI(l v I GLASS STACK SIDE ¢ N 3110-HEAT STRENGMEN®GL/SS �-LONG SIDE MMMMM H ~ 7116-TEMPO 1ue�6 371.WR30IN7ERIAYER BRED CAVUS W HEAT 3178-HEAT STRENGTHENED GLASS r Z N STRENGTHENED MUSS 7116-NR SPACE .080-SO IY7ERIAYER 'SHORT I �+ y ~ 616-HEAT STRENGTHENED GRASS SLOE l� i 0❑ IN Z L 11 ," SHORT Z 1 wogp SIDE 27 USED AT. L USED A RS ONLY L7 FRAME MEMBERS ONLY 2B 5S- FRAME MEMBERS ONLY 29 610' ®11-7I8'O.C.MA7L GLASSBITE ®11.7/8'O.C.MAX GLASS SITE 1-3 1.3 �-LONGSIDE EXTERIOR EXTERIOR p 20 13 (J 22 21 13 B SIDE y LONG 111\IIIIIIIl l7 rr 510E 1 LODE GLASS TYPE 8 GLASS TYPE B L I t•1 :'%\CENSE'•. 1 No.56705 ' J SHORT -I SIDE P �.i I� •:,�(� �Q•.. SAE P A LYNN MILLER PE REA 58105 xX WOOD BUCKSTRIP INSTALLATION EDGE OR FRAMING,SEE INSTALLATION TYPE B EMBEDMENT DISTANCE NOTEx.THISSHEET - TYPE INSTALLATION EMBEDMENT 1X WOOD BUCKSTRIP, , TYPE I.�1/4•MAX SEE NOTE 2,THIS SHEET EMBEDMENT 7. I SHIM PRODUCT RSVISBD IYP.ANCHOR NCE PEMSEDM NT RATE. EDGE n Flyia6 wi+hd.PbtMe IMA EDGE DISTANCE PER SUBSTRATE. DISTANCE N!;� EDGEK� 9 SEETABLE8,THISSHEET 019TIWCE 1/a•MAX 1SHIM 4 TYP.ANCHORTYPE, EMBEDMENTFND EDGE 1 NO CHANGE THIS SHEET 11 DISTANCEPERSUBSTRATF ATE: 7102/15 SEE TADLE 8,THIS SHEET USED ACU CURVED 11 2 28 FRAMEMEMBERS ONLY EXTTTE''LRLI73 011.71&•O.C.MAX CONCRE'TF/CMU A V y' I .' '•'- 2 PERANCHOR VISIBLE LID NT WI DTH B REQUIREMENT �WINDOW WSUC IMI•231P N,: •' WINDOW BUCK WIDiH CONCRETEICMU WV100W EXTERIOR 71P•TO•TP WINDOW WIDTH. PER ANCHOR a W '•etl BU(x( REQUIREMENT a a O H�°HT a 1/, MAx.SHIM HORIZONTAL SECTION A-A TIP-TO-TP O Q Z tV HEIGHT VISIBLE SELF-0RIWIN OW WNSTEEL 9M9 z N LL t� W w°'0 LIGHT (GS).SEE TABLE B. TABLE B: CUr O x N t3 O MLI THIS SHEET MIn.El" MU Q.C. IW1� WINDOW Arrch., subli W DIM_ MI..Embedmm0 Spec F Z m O L7 O.NO BUCK .,soNlpm Ys B 0.6 tJl' 1 p Y HEIGHT" INSTALLATION nxaarta uo ss sam. nnenmum,e6e3•Td nm. t O10 z0 xyx- A3881oa1 18' D.66r• 17 2 Q.Z METHODD sbN slm Da 33 mh 3A1- o.Das'tem• IF— IN F v INSTALLATION ANCHOR P.T.BBNbm Plea 0.0.65 BHB• 1.18' 12- JJJ !p UNDERNEATH THE 612.014SE iBemr(OS) /Mrnbam,608178 mh 31W O.OBY• IT 6 0 f BEADING EXTERIOR A38 SIM 318' 0.0&1'• 12• y. '�. 1sar5 !I sinal film m.sT mA a r aoxs 1s m• 1r ® z g Un mabd CMU. 6 080) x-Ur 1-0N• 1r (0 MIAMLDADE APPRDYED MULLION V/•x10 86 CIObFYi Caameb(.h 3.35ka0 I. 13•f tr 0 x1 (SEE SEPERATE NOA).ALUMINUM• - Z 9 STEEL FRAMING OR STEEL STUD. _ LwCmb(mIn.2B5k t" 13•x' 1r q ?' SEE SUBSTRATE PROPERTIES MOea+eb 288 keg 2.117 t.LC fY 'L w TABLE S,T E PROPERTIES. 1/f•BIaUAtnemi UnOIeNeO CM TM 08o x.117 t•1M' 1" Ti' W B bvubtl CM BTM 090 2-1/r terra- 1Y 0 CD' hap �1M•MAX SHIM - Cineole min 3.S b1 1-V4' 1J/P 1" lly Za 7r'3' d1C elael UBn:nn- Gmated CMU STM CHXI x-11" 1.Va• 1" S.•J O.d MIN.OF 3 THREADS BEYOND 7HE METAL SUB.47RATE lL LL. ---777--- w1r1.xaD•w } 1X WOOD SUCKSTRIP. I SEE NOTE x•THIS SHEET 111\111111111j/ T �11a�pLY LYNN T CONCRETE PER `��a'1;•'�10ENSF'�/F,j.�� EMBEDMENT ANCHOR INSTALLATION NOTES: REQUIREMENT - "(: ••.�': 1.USE ONLYANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENTAND EOGEOISTANCE LIMITS. _ No.55709 II •• •,• 2.WOOD SUCKS DEPICTED ON THIS SHEET AS-1X•,ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN I-V?,1X WOOD BUCKSARE EDGE INSTALLATION T'�DISTANCE ` ••INSTALLATION ANCHOR TYPE,EMBEDMENT OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.WOOD BUCKS DEPICTED AS-MARE 1-+Q•THICKOR GREATER. ��'•� 7 L IS TYPES AND EDGE DISTANCE PER INSTAl1ATONTOTHE SUBSTRATE OF WOOD SUCKS TO BE ENGINEERED BYOTHERS OR AS APPROVED BY AUTFIOWTYLUVINO Q , � •, ST TEOF [(/� SUBSTRATE,SEE TABLE S.THIS SHEET JURISDICTION. :/(C`S'•.R'(ORID7•.:;G\?� VERTICAL SECTION 13-13 3.FOR ATTACHMENT TO METAL:THE STRUCTURAL MEMBER SHALL BE OFASIZETOPROVIDEFULLSUPPORTTOTHEWINDOWFRAME. /11In,I1t"" x.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM A LYNN MILLEIL PM P.EJI65/05 2XWOOD BUCKSTRIP INSTALLATION INSTALLATION EDGE OR FRAMING,SEE TYPE G TYPE F EMBEDMENT DISTANCE NOTE2,THISSHEET 1X W E 2.THIS EMBEDMENT SEE NOTE 2,THIS SHEET INSTALLATION {_114.MAX TYPE EMBEDMENT ~{ I SHIM TYP.ANCHORTYPE,EABEDMENTAND EDGE EDGE DISTANCE PER SUBSTRATE, DISTANCE PRODUCTRBVISBD B SEE TABLE 9.THIS SHEET PIYi�@with Lha FbtlAa EDGE HuMivp OMe DISTANCE naorrvR«NP 15-0628.26 �­- )q 114•MAX2 SHIM 4 u &d TVP.ANCHORTYPE. EMBEDMENT AND EDGE NO CHANGE THIS SHEET 11 DISTANCE PER SUBSTRATE, it DAT :07102J15 SEE TABLE S.THIS SHEET EXTERIOR USEDATCURVED •.•4 q -(L 11 & 28 FRAMEMEMBER8011LY F'� I 6 ®11-i/8'O.C.MAX, CONCRETEICMU VISIBLE LIGHT WIDTH• _^I WINDOW BUCK WIDTH-23V FERANCHDR WINDOW BUCK WIDTH REQUIREMENT I �. '' •'•• � Y Q CONCRETE/CMU y < rg BUCK HORIZONTAL SECTION C-C REa IREWENT It `�' 3 HEIGHT 1/4•MAX SHIM I�• - - . 0 ryry i - (0 ^ a m K O I 2 STEEL O INOSMSSELRDRILLI - O 2 n VISIBLE (GS),SEE TABLE B,� TABLE B: Z i< J wda d LIGHT re THIS SHEET Min E4pe A.O.C. x N p HEIGHT= Arehur 8uhalnb - MIn.Emhadmai0 dawn a wfm W Z Q O roN WINDOW F- l0 Q (J 3u0 BUCI( „eo m ne(S s, Y 1 Dt HEIGHT- AIumWIDt 30BN0mh 0 . r> QD Z o zar- INSTALLATION ate oral9 no es spr.+r o A Sbal 913• 0.087'• IT Z a z O TYLLATPE P. etensm4 Dc s3tMn me' a—iii., Ir F z LL _ P.L Baul�am Pnn samss v+0• tate tr g O O EXTERIOR aft aa146leM eerow(OS) AiumYtum.803175 3'3-' 0.081•• IT QFQ 9... 318•- O.m 1r 1- J taant BbN 9ta1 Or.T9 min - 3/8• 0.0451 lata• 1r D .VAproula4 U.(AS C-00 2-11T 1-114• 1T z (n MIAMI-DACE APPROVED MULLION U-41088 Cn1014. Z FZ- 21 (SEE SEPERATE NOA),ALUMINUM. ConcnNp(mba 3.SS M40 1' 1aIP -17 3 O B - - STEEL FRAMING OR STEEL STUD. DOMroIe(mN.2.00 kat +' kZ Z W EEE SUBSTRATE PROPERTINex ES, 1/4'81eW Uln9m mK'2.43 M40 2-112: 1x73' 1T TABLE B.THIS SHEET UngmWed roVleO CMU,(ASiM CGO) 2-VT'- 1-+M• +Y O 5 Groule4 CMU AeiM C801 2-117 1.Yf IT 114'MAJf8MN Comrob(.mh 3.8 La! 1.11- 1 tT W 7 -� M1e eWIUOncm d,,-.d CM ASTM C410 -112 la/f 12'. ?s Q y MIN.OF 3 THREADS BEYOND THE METAL SUMSTRATE LL W } 1X WO OD BUCKSTRIP, I SEE NOTE 2.THIS SHEET CONCRETEPFR Y�: UCENSF'•..,�` '. EMBEDMENT ANCHOR INSTALLATION NOTES: ;• REQUIREMENT _ NO.58705 -� • _ 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. INSTALLATION , • 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1X',ARE BUCKS WHOSE TOTALTHICKNESS IS LESSTHAN 141n IX WOOD SUCKSARE TYPEF I EDGE •••TYP.ANCHOR 7YPE,EMBEDMENr OPTIONALIF UNR CAN BE INSTALLED DIRECTLY TO SODO CONCRETE.WOOD BUCKS DEPICTED AB R]CARE+-127HICK OR GREATER 1' t'~—DISTANCE• AND EDGE DISTANCE PER INSTALLATION TO THE SUBSTRATE OF MOD BUCKS TOBEENGINEERED BY OTHERS GRAS APPROVED BY AUTHORITY HAVING p�'•. 57 TEOF�•: SUBSTRATE,SEE TABLE 0.THIS SHEET VERTICAL SECTION D-D 3.FOR ATTACHMENTTO METAL'THE STRUCTURAL MEMBER SHALL BE OFA SUE TO PROVIDE FULL SUPPORT TOTHE WINDOW FRAME. '''ss;�NAL FaG• 4.IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOAAPPLIESTO WHOLE SYSTEM, ALYNN MILLER,PE P.EP88T03 TYP.ANCHOR TYPE. 2X WOOD BUCKSTRIP EMBEDMENTANDEDGE EMBEDMENT �— OR FRAMING.SEE INSTALLATION INSTALLATION DISTANCE PER SUBSTRATE, NOTE 2,THIB SHEET TYPE J TYPE K SEE TABLE 10,THIS SHEET EDGE EDGE DISTANCE DISTANCE SHIM EDGE DISTANCE�I INSTALLATION O ���111 �sHBA TYPE I O 2X WOOD BUCKSTRIP PRODUfyins Al S00 2X W000 BUCKSTRIP dYl°8`rilhlhe FImMe OR FRAMING SEE OR FRAMING,SEEd1ne NOTE 2,TMSsHEEl NOTE 2,THIS SHEET �Uon Dex 19 114-MAX TYP.ANCHORTYPE,EMBEDMENT AND 3 SHIM EDGE DISTANCE PER SUBSTRATE, O7 4 B SEE TABLE 11,.3 SHEET L7' Ode PfoBt/afto EMBEDMENT NO CHANGE THIS SHEET 11 I 3 EMBEDMENT IZ [)ATE:0710 15 USEDATCURVED L L EXTERIOR 20 FRAME MEMBERS ONLY .: ®11-71W O.C.MAX. 11 EXTERIOR 4 11 WINDOW BUCK I VISIBLE LIGHT WI07N= y' S 0 3 HEIGHT WI NDOWSUCKWIDTH-2-SAV - ild-MA%.SHIM I+— NQ M WINDOW BUCK WIDTH O `cyli IU ' �b VISIBLE r INSTALLATION HORIZONTAL SECTION E-E i.�W' LL w HLIGHHTTa TYPE L 2 77 WINDOW Z 000 O O SND BUCK 510 STEEL Z HEIGHT- 3EL).SEETNG SMS Z dZ O O 2.314• (OS),SEE TABLE 10, THIS SHEET TABLE 1@ v ~ O .. Mln.E-0pe Mm.O.C. m � MchOr eubeUete IXet— 9al. 2-1 YX.13'Boz ell P..S do Pine 90= 5118 ® Z .T.Bal—Pme—.55 310'_ P.T.SouNem Rne 8G=0. 3l8'21 P.T.SMMM PE SG--0.55 1Y2 5 g 2XWOOD BUCKSTRIP GEXTERIOR O.OB3`AWINnIm,6011345A. 5710' ZQw°°sORFRAMING,SEE (L 7010 z 1'91ae18crew` U18'A38 SIMI 511tl'. A 0 0 NOTE 2,THIS SHEET V 6 �1/4'MAXBRIM 0045'18 Ga SUN 6tu0 Gr.33 6/18' u3 MIAMI-DADE APPROVED MULLION •MIN.OF 3 THREADS BEYOND THE METALSUBSTRATE Z (SEE SEPERATENOA),ALUMINUM, LL LL STEELFRAMING OR STEELSTUD. SEE SUBSTRATE PROPERTIES, TABLE 10,THIS SHEET INS TYPE JION a ow,"YIN EDGE DISTANCE t;•�10ENSE,11L•'P INSTALLATION NOTES ' TYP.ANCHOR TYPE,EMBEDMENT {{• No.58705 I•+—EMBEDMENT AND EDGE DISTANCE PER 1.USE ONLY ANCHORS LISTED ON THIS SHEET.FOLLOW EMBEDMENT EDGE DISTANCE LIMITS. = SUBSTRATE,SEE TABLE IO,THIS SHEET 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-1X'.ARE BUCKB WHOSE TOTALTHIOWESBIS LESSTHAN 7-1?.1X WO�BUCNSANE OPTIONAL IFUNR CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE WOOD BUCNS DEPICTED AS'DCARE I-1?THICK OR GREATER ��•; /Z15 INSTALI�GTONTOTHE SUBSTRATE OFWOOD BUCKS TOBEENGINEERED BYOTHERS ORASAPPROVED BYAUTHORITYFIAVNG VERTICAL SECTIONF-F Qom•, STATE OF 3.FOR ATTACHMENT TO METAL'THE STRUCTURAL MEMBER SHALL BE OFA SIZETO PROVIDE FULL SUPPORT TO THE WINDOW FRAME //l 11 11 llr� 4,IF APPLICABLE,LOWER DESIGN PRESSURE FROM EI7HER WINDOW OR MULLION NDAAPPLIES TO WHOLE SYSTEM. A.LYNN MA IER PE. P.E a 55706 EDGE 2x WOOD SUCKSTRIP DISTANCE. OR FRAMING,SEE INSTALLATION TYPE INSTALLATION TYPE M NOTE 21 THIS GREET INSTALLATION EMBEDMENT POR THIS INSTALLATION TYPE N FOR THFS INSTAIIATIQN —T' EMBEDMENT 'METHODONLY, f y MORET SMAYBEHD ANCHORSMAYSEN0 G EMBEDMENT SHMORETHAN b'O.C. •MORE THAN U'O.C, 1XWOODBUCKSTRIP.SEE PR 2XWOOOSUCKSiRRtF NDTE2.THMSHEET PRODUCT EVIgEoFlVHdf OR FRAMING•SEE NDTE 2,THIS SHEET Bulld'vig Code Attep men No IvJ- n�,�dry;�+ 3 SHIM TYRANCHORNCEPEMBEBMTIATE. EoOE DISTANCE PER SUBSTRATE, 9 SEE TADLE 17.7X15 SHEET � ..• TYP.ANCNORTYPE, Bf.. Mi 3C1m0oi EMBEDMENTAND EDGE 11 DISTANCE PER SUBSTRATE, SEE TABLE IT,THISSHEEi 3 OCHANG THSSHEE7 USED AT CURVED EDGE f1 p ATE.Uflu 15 EXTERIORV" 2B FRAME MEMBERS ON LY DISTANCE U Q411•TITT O.:= EDGE c � DISTANCE I COxCRETEOM 1/ PERANCHOft _— WINDOW REQUIREMENT 4 1/ CONCBETElCMU y 4, SUCH HEIGHT �__ VISISLEUGHTWIDTH. 5 PERRNCHON 114•MAX SHIM REQUIREMENT 3 WINDOW DUCK YADTH-2.374• 0 O WINDOWSUCKWIDTH EXTERIOR LIGIS INSTALLATION TYPE O HORIZONTAL SECTION G-G V ,�',! z WILIGHT G1 La NDOW FOR THIS INSTALLATION 59 Xa e- 9 t METHOD ONLY, SUCH .0 ANCHORS MAY BE NO TABLE 11: HEIGHT- •MORETNANS•O.C. ATChOT St�eMb Nlm Etlpe Mh aWVd_fd Mea.O.C. - o aT Y C7 5x0 T-3N• Oflfn4e O V^ p o P.T.SOVIecmP b SGW.55 5118• I-wr 8• Z 0.Z a! O Bit STEEL M2 arlt4<20 SS BMrW 'M° ^�""8083TSmn 8 0. e' _ SELF-0RILUNO SMS - A386/eai 318` A08S• M - q' IG5).SEE TABLE 10, Slee 61W S3 mN. 318• 0.045.18Ge' T THIS SHEETP.T.6Wt0em Pine 0.55 WIS• 1345• 8" 1 AlnVnum BCSJ-Tb mat 378` 0.053'• a, 912'.r.914 Steil ScnW(GS) 0 Z Z - A3891eN 318" 0. T O N 21 6 TYP.ANENTANPE, Oteet et Ot.3J h Std' 0.085•tb Of• D• ��. EMBEDMENTAND EDGE EXTEnRIOR =10d CM TM C00 2-117 -IM- 17 DISTANCE PER SUBSTRATE, -v1r4.41D 99 CntBFMz concrob anal JAS kN 1• 1.3N' 17 I .`� Z io,+s SEETABLE II,IHIS SHEET J5 In pp 6 MIAMI-0AbE APPROVED MULLION. D5lfetetf mU.2.55 kf 1• - i-4• 17 Q ~ ryN 1M•MAX SHIM (SEE SEPERATENOAL ALUMIHU24- 174"Skel U2ncan C-1.mal.2ASk 2-1I'L' 1Jr8• 17 O 2 F'cQ U latbd ClA A97N Cao 2T 1- � ' Mr 1r w3 STEELF RAMiN0OR STEEL STUD. GnMed CMU ABiM C86 2-tet' tSV' 17 LL SEE SUBSTRATE PROPERTIES, GHB'glee!lRncall C..Mle 3.1 kat 1-1/M 1-4 17 1 - INS'iALLATION TABLE 11,THIs SHEET �iXYNOb SUCNSTF4p, Ctade CMU TM CaO z-u7 I • 17 TYPE &EE NOTE 2.THIS SHEET 'MIN.OF3THREADS BEYOND THE METAL SUBSIRATE 7711111 ilttet ��,tNUNY Ll'NN�T�ti EMBEDMENT.• •�. INSTAUATION NOTES' -TC,- • j L USE ONLYANCHORS LISTEDON THIS SHEET.FOLLOWEMSEDMENTANDEDGE DSTANCE UMn. N0,58705 jt - -- �_ 2.WOOD BUCKS DEPICTED ON THIS SHEET AS-Dr.ARE SUCKS WHOSE TOTALTHICKNESS IS LESS THAN I-1/Y.IX WOOD BUCKS ARE -L;L(. EDGE OPIIONALIFUNtTCANSEiNSTALLEOWRECTLYTOWUDCONCRETE.WOODBUMDEPICTEOAS`2)C•AREt-17rTMCKOR(3REATER. i IS •iY.: DISTANCE INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS BE ENGINEERED BY OTHERS ORAS APPROVED BYAIfiHORTTYHAMNO �n„h'., S Gryp kt„` JURISDICTION. VERTICAL SECTION H-H 3,FORATTACHMENTTOMETAL•THE STRUCTURAL MEMBER$HALLBEOFASIZETOPROVIDE FULL SUPPORTTOTHEWWDOWFRAME. 4L IF APPLICABLE,LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULUONNOAAPPLiESTO WHOLESYSTEM, ' A LYNNMILER,PE P.EIItaT05 ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FLANGE 8 EQUAL-LEG FRAMES FOR FIN FRAMES PRODUCT REVISED m—A)i 8with de Fk" BviMkg Cobs AasPlxum No l5 5 26 ANGLEDICURVED ANGLEDICURVED xnDob 19 FRAME ASSEMBLY FRAME ASSEMBLY a1 P,oducl I III CORNER WCORNER FRAME ASSEMBLY I FRAME ASSEMBLY I I NO CHANGE THIS SHEET d I m i c TE:07 02115 10 I 10 ALLCORNEHSTO j I ALL COftNEA9 TO , USE GASKETUSE GASKET I AND/OR SEALANT - I // AND/OR SEALANT Q EQUAL-LEO FRAME / jr 3 .ae C, I / FLANGE FRAME }n •b' op6 O � / __ 'EOUALLEO FRAA'� MITERED FRAME WRH INTERIOR I MITERED FRAME WITH INTERIOR U' yNy U) D: g AND EXTERIOR FRAME WELDS I AND EXTERIOR FRAME WELDS ro W I; FLANGE FRAME (SHOWN)OR CORNER KEYS AT SCRWN)ORCORNEALANT AT J 2 'SCREW BOSSES.SEALANT AT ALL DORMERS SCREW BOSSES.SFALANTATALLCORNER3 = N W • E try JAl u1 p O I 30 L� U L3 pX— F9C9 W �a c; O ¢ o 2.781 2784 2.784• Z d 2 " agi•—a.Ilr— I oei'—"11-w ( ., { - Q -F TF I J p o TABLE I2 I .07P Oat` .071` 082• 074• .067 Ram — 1.376• =� 5 .1.376'L ® N y.RWS 0 PGTPa110 De?MpOon .:.I-. Blaterlal ' 7a76. sow 476, 500` d7@ :Z v, 1 42530 Flengad Fnmo Alum 8063Tff t,ppp• .436• 3 2 4265 EquWWFloma Aksa B063T6 OWi00°T :.�—+�.as0'� �I:7S � — 0, jrL 3 4268 hloWW Rn Fn Alum 808376 ,( FLANGE FRAME EOUAL4.EG FRAME .077• 4 4265 711@'lAml Gbsa Begdng ANm 608376 O 042530,606376 0 04285,8063-T5 -�— J ° .C3 FIN FRAME w : 3 6 4264 LG.CPAss Rating Alm.S0S3T5 $ Om a 8e 4270 hFtdaton Fa.tmw CDwr Alum.608376 O#4256,808375 a 6b 4224 hatBH.6m Faatane,Caw, _ Rigid PVC - ,g 10 705880 Ggakarn al(et80'ealdMv) Pdyethylons I.D3r I I .3ie• .�1 F� _ `."'J%—L. � LYNN.. , 11 TP24718 Wyl Bulb Waalhastdp Flu PVC,Dura 85+1.1 .e7c rya. `� •LLCENSF• CFP wv BBS 13 D ,GE 7700 S4kona ar EquM ' 20 71852K Salting Block,Mona.3118'x 7118'x 4' Naopana,Dula 85+1-1 Imo'.050• _ No.50705. .17 21 MOW Sa18ng Blxk,I.G.3;10`x-1-3132•x4' Naopane,Cu.85 N-1 INSTALLATION 7116'LAMI I.G.GLASS =7J 22 OURAK7187/1@'PaaSa+l car FASTENER COVER , SP' GLASS BEADING BEADING '-Ot'• sn E r •kTK� 2B 08 x 1.114'FH SMS Stakdpa Stod O O 88 04270,6083TIi �. !14255,808376 04254,600375 %,�s•'• DRXDP,.:���, 30 1 781PQX j#Bx1'GuedPHSMS Stalyd 61od '�� NALE�G` A LYNN MELER•P.E. P.EJ 6BN 9