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• Pit ,,ke -‘7 Clijil%P)9 M I AM WADE MIAMI-DADE COUNTY rWriki_Tv PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govieeonomY 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 Al-1J 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 yelocityHurricane Zone. DESCRIPTION: Series--`-‘SW5400"-PVC Single Hung Window APPROVAL DOCUMENT:Drawing No.MD-S115400-01 titled"Single Hung Window Installation-NI", _ sheets 1 through 12 of 12, dated-05/15/15,with revision B 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:None 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 it entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#16-0714.04 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. 17-0630.06 - MIAMIOADE COUNTY• - Expiration Date: July 30,2020 niZi/7 Approval Date: November 30,2017 Page I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, (Submitted under previous NOA No. 15-0519.06) 2. Drawing No. MD-S115400-01 titled"Single Hung Window Installation NI", sheets 1 through. 12 of 12, dated 05115/15; with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 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 Systenr,-Duraseal® spacer system, Super Spacers NXTT\ spacer sytem 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 Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.04) 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 - _ - 3J:Water Resistance Test,per FBC, TAS 202-94 -4)FOrced Entry Test,per PBC 2411.3-.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 drawings and installation diagram of a series 5500 PVC single hung window,prepar-ed by Fenestration Testing Laboratory,Inc Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. - CALCULATIONS Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2,014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and - - sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) _ 2. _ Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). Manuel Pere , `. ,,f•• Product Control E amine NOA No. 17-1631 16 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 . . . ... _ ...- ...- ._ . . . • -, . • . . . . i . . .. . , . . . . . . PGT Industries,Inc. . . . • '_. • - ... . • NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT LED • . . E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI'Fenestration Solutions USA-.. .. , - — . for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. . . ..., .. . 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, for their"Broo7e and Lighter Shades of Cap Coated White Rigid PVC .. '-r-7------------'ExteriOrT,ExtrusionslOr Windows and Doors"dated 09/15/16, expiring on 04/16/20. ,,_,,_,_. _ • --. ------ 3. NotiCeaACCeptanee-No. 16-0712.05 issued to ENERGI Fenestration Solutions USA •• _ _ Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. .,.. ... • __T._ '• . - - - • -- - - . . - - . - ,_ F. STATEMENTS'' —— - — '. • -- --- --J._ --iStatement letter of conformance, complyi3ag with FBC.-5th'Editinn (2014) and FBC ..'::"-: 601-Editidlik2017)i-:_dated June 22,2017, issued by manufacturer, signed and sealed by - - . - ....,. • --... .. • - ' • ' - : --- Anthony-tynn.Miller,P.E. .• . .2. _ _ -Statement letter,of no financial interest, dated June 22,2017,-issued by inanufacturer, .. . ' • -- T " ----:------ .T----Signed-and sealed:13y-Anthony Lynn Miller,P.E. __- ..:„, 3.. Proposal issued by Product Control, dated 6/26/14 and revised'on 8/19/14;.signed by- • :- .. . -Jaime Gascon,RE. Supervisor,Product Control Section. •-•- '-- -. -•- - •-— -'---- - ,.(Submitted Under NOA No. 15-0519.06). - -- • , ._ ,. _ ":'4 .' ;Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016; - .__ . signed by'Ishaq Chanda, P.E. . . . - 'Submitted under previous NOA No. 17-0714.04) _.:: • G.----,--OTPIERS,7;::-..,:--.:3.-,-,:-,, ,-.-.-;„.,,-;.,..,,,,,-,- . .. . - - _ ------1.—'Notice-"of Acceptance No. 16-0714.04, issued-to PGT.IndliStriesc. for their.Series "5400"PVC Single Hung Window-NJ. approved on 08/18/16 and expiring on 07/30/20. " _ ._-,_ :-• . - --- ' . . _. __.,. .. - . _.. .,. ..._ . _ .... . . . . .- . ... . ._ . • ..._.„... . .....,. ..... . . .... . . . , .,_.... ..., . • • , . Itef" rD . . . - . . : . , ... ,.. Manuel .Pyeam ..E. . . . . • . Product Coutrol(Ex 'D1er NOANo17006 - . - .. Expiration Date: July 30,2020' • , . Approval Date: November 30,2017 , . . . - E-2 . . • , ' 1 . • . . ., - , I f'11,,14'1!, 1 , • • 1 I !i• !;'•'fiN ;1' . It. ; • !', - . . ., . .. •I , ,, [•;.1 • . , . . . . . . , . „,•,i,, '• . . . . . . . ;1' , •.. 1 ' ' ; .. - . . , " . ' I •'II I 'I 'II, , . '' '7 I,•; ;,. ' i , iil ' . ! I I I• '• . . ' • I , , •. , • , .: ,.. . I :i1 . • . , II . . .. , . . . • ., 4: ! ' , I! -. ,:1 ' II f . , . ,,tI :i. ... . . , ANCHORAG ANCHORAGE ,.„,....\ ;),,,;,f, )$. . ,•," •..,, i i .1 " ' EXAMPLE DESIGN PRESSURE RATING IMPACT RATING d EXAMPLE FOR 28-118"MAX.0.C./,.. •.; !II":1 • ,;"' .. ' 21-5/8" ' FOR ARCH-TOP 5,1/8-MAX.BUCKWIDTH' --..- i ' MAX.O.C. VARIES PER REINFORCEMENT NOT RATED FOR RADIUS-TOP T-HEADER(SIM.FOR ALL HEADER(sim. \ 12"MAX.FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE FOR ALL ",....„.•-•'"-------*--"""-^--..,,Z"IAME SEAM II -' ,E. , ..,_.,;_4, 3cr! I ' 12"MAX, l; / ' WINDOWTYPES) WINDOW TYPES) Ti I; B,SEE ' .' MAX.0.C. .1; -' .;, sHcE,EysEE4 il:1 -.V.'i , ' •i sHerrp SEE SHEETS - 1-1(4' I- f _51_2i iiii its"WhX.BUCK WIDTH 1F°RAM"WtSFEAR°MM A SEE r'n'' II--T-I II ' -11 12"MAX.AX I •' 1 . " / . ,. D,SEE _ 859 E,SEE......-..-....11.-30'MAX.D.C. •--L„,,, 1 12.mu. :I SHEET 3t,: I FIXED VISIBLE I, . , ,. SHEET 3 LIGHT WIDTH l' Ili '" SHEET 4 I M. '•• 11''.- -I- B,SEE.....,_._... ..-30'MAX.0.C.,H.--1.,..,, t I 1 . 1 , . A.SEE 12"MAX. ' 1 I i 12"MAX.'.i . . .-. S' HEET 3 , . sHEET 3T II 1 .' 1 FIXED I i E'S1PUACEicf' 1 ; ti VI.f ISGI BHL ET ' .... / SHEET 3$r---- - 1 / ' 12"MAX.1 ; 1 1 I // f I I . 0 EQUALLY t 17-7/8"MAX.0.C. 17-7/8"MAX.0.0. ,,i L 1 ii , ANCHORSPER ,I i HEIGHT ; _ I )EQUALLY _.. 111 17-7/8'MAX:O.C. ( I I • . I I SPACED w / ‘, . — , TABLES 6&7 . 1_ , )1 ' I: ANCHORS PERI) -- / / 91.7/3" I SPACED I I / TABLES 6&71 I, ' MAX. ANCHORS PER 0 I / 64" 1. 0 I I f'84* I ';t ' I 0 I BUCK TABLES 6&7 ' - 1 i, . 62' I 2.1 •. SUCK . I —! , MAX, ' - HEIGHT • • --I -T- 11 M. HEIGHT .-:-.. , As SHOWN BUCK", 1 1-1-1------,.. BUCK . 10."MAXI .F.C.: HEIGHT' io-max.o.c. . i 1 j -- ;,: I MAX.)i 10"MAX 0.C. • HEIGHT X i 'Cit' , _)i I I tr . • , 1111 I •::: , 1 X 1.1' I. :fj- • I - : -I. i. 1 L. / __. 7 1,,' I 1 L.--.1.7.-- . i. / 7 MAX. ' EQUALLY I. / ( ' 1 I 1 13-3/4'MAX.04 . EQUALLY • ' I• . - SASH' 1 13-314"MAX O.C. .I 'EQUALLY I 1 • I -1 i I j "; ,-Ir ' SPACED ,1 .'I VISIBLE'. I SEE j / .. I • 'I ill -I t! SHEETS SPACED i I ii /;" LIGHT', * 111 .1 ,, , ANCHORS PER / ' - I),, ANCHORS PER i , ,,, A ATCAHBOL ERsS:7,1; 1 I / ). . : ' 1 C JI TABLES 6&7i I . / I al 1 I A8'": T LES 6&7,, / HEI /JT 111 1.1 , :I, / ,, 8&9 . 'A •1 1 , I pi„,„„,.......;.:4 ii.,s-irr MAX. ' % Int, •V I • 11\E-I/7 MAXIVA: --I --- - -—- ......7.-....- wifw,..w.s '-------ITIETANCHORS AT SILL ',...: _IND-ANCHORS AT SILL ---'\ ' 9- --- NO ANCHORS AT SILL '--,:...\1_ 0-...----I i\\l' SEE SILL WEEP- - SASH VISIBLE ' SEE SILL WEEP- SEE SILL WEEP- "Fr --..-1-- SEE SILL WEEP- . ---.- 52-1/6"MAX.BUCK VVIDTH - ,--NOTCH DETAILS, — - LIGHT WIDTH • NOTCH DETAILS, 52-1/8"MAX.BUCK WIDTH NOTCH DETAILS, ",--NoTcli DETAILS, SHEETS ., SHEET 3 * SHEET 3 SHEET 4 . , ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME 'i.' ' ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION ., FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN ..--- , • . 75'HEIGHT SEE TABLES 4-7 , (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS), GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW . , • 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 1 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS., , GENERAL NOTES ELEVATIONS ' 1 . 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ?.1 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. , FRAME,GLASS&ANCHOR OPTIONS.—-..-2 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTION • ' • AL IF UNIT IS INSTALLED DIRECTLY Tb SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE&EQUAL LEW&.....3 DEPICTED AS 2X ARE 1-112'THICK OR GREATER.lx AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER.(EOR)OR ARCHITECT OF RECORD;(AOR), • . • GLAZING DETAILS 5 I;I 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHOR • DESIGN PRESSURES 6-7S ANCHOR QUANTITIES 8-9 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES . 10 . . . • 6)1/4"MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY&PARTS LIST 11-12 7)DESIGN PRESSURES; • . . , . A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM El 350. - . ' CODES/STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM 51300. . , ' *2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. . ,, . *2014 FLORIDA BUILDING CODE(FEC).5TH EDITION B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1E3%STRESS INCREASE HAS . •ASTM E1300-09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. PRODUCT REVISED 1. •ALUMINUM DESIGN MANUAL ADM-2015 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORFTY HAVING JURISDICTION. as comoying with flulkliog Code I •AISI S100-12, . • 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI'WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER . .ms,36040 SHADES OF CAP COATED PVC EXTRUSION MONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS&ALUMINUM43551GNIMAKItAL At-cc:Amu/3 No -•0• 0.ck.„ 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. . Exoirttio Daft 111:111ala 20 ., ." LYNAi :,,,,,, Rvision: ,.. ,,,,q......... / ..., By •IIIG .1......./ '- USER INSTRUCTIONS: ‘...4•'-::" kGENs '- ', 11000--.. • UPDATED TO FBC 2017.-JR- -'-' '" 6- %..0•-- mi.;:ado Product 444 ')I . • , 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. • .;:.' . ' -.13 ;... . 06/06/17. . ....-. *: NII.58705 I. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. - 5) .; 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Descriptkm: ; . Dra.Ely: J-ROSOWSKI -:.,0%. 6;,-.2-117 1070TENNoLocnovE GENERAL NOTES&ELEVATION • • 0../'- OPENING OBTAINED IN STEP 1. .. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHOFUSUBSTRATE WILL MEET REQUIREMENTS ..., ., - TE 0 , z 4„.2. N.VENICE,FL 34275 • FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN,REQUIREMENTS FROM THIS SHEET.SET ARE MET. "".../Zs;". 19!:•...-.,0,.S:4 (941).480-1600 7711e: -We: 5)INSTALL AS PER SHEET 3 FOR THRU.FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. , SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ... , i'lt7i3ONAL t.vv‘,` COPAIIIMITEE2017 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, /4/1/it11II‘' POT INDUSTRIES,INC. ' s,;„/),4,,i0, Scale: Shoe: Drawing No. Roar ALL RIGHTS RESERVED INTEGRAL FIN OR EQUAL LEGIDOX). A.LYNN MILLER.P.E. SH-5400 NTS 1 OF 12 MD-SH5400-01 13 ., . , . PEA 56705 CERT.OF AUTH.#29298 - ,. , . • . . . . : , • , " I ; . . , . ' . . ., • 41 • - i '1 Iit,i . ... . . .. ,. ....., . . . , ,. i I; , .,.. „. .,. .,• 4. C-, . •Il.'1'I :;1 'i - I .., : . . . :1:'''' • ;1 , .,. 4. • ' 1 ... , .4 ....1 1 • . 'I • • .. I 1 • • . 111 • 4 ,.1 1 'I ' ; • I' ; " I. IIII, - 1 TABLE 1:ALLOWABLE GLASS TYPES Glass „• Glass Design Pressure :l'',. '1 •: :lli:. FrameFrame Frame , if Type Description(Listed from Exterior to Interior) ' r I Table p Sheet 1/ i j .. TYPes Options Conngs. Shapes Installation Options that may be used ____ (see Fig B) (see Table 1) (see Fig A) (see Fig C) . ...---- 1 1 3/4”LG.:1/8"A Exterior Cap+1/2"Air Space+1/8"A Exterior Cap I 4;14 • 6 :'1, i i ,,• . .. . • ...into 2X Wocd FramelBuckstrip-sheet 3,option 1 I r ' 2 3/4"La:118"T Exterior Cap+1/2"Air Space+1/8'T Exterior Cap ; 4,5; 6,7 ft,. Ii,,t'! .. ' ' • Fl ••li Equal-Lite, Square/Rect„Through the frame...into Concrete/CMU-S heet 3„option 2 . 3 3/4"LG.:3/16*A Exterior Cap+3/8"Air Space+3/16"A Exterior Can 4,5; 6,7 ., ange ,-4 Oriel/Pr.:Mew Arch-Top& (#2) . of the vnittlow ....through IX Buckstrip into Concrete/CMU-sheet 3,option 3 4 3/4"1.G.:3/16"T Exterior Cap+3/8"Air Space+3/16"T Exterior Cap ' 4,51 6,7 &Cottage Radius-Top , ....into Metal-sheet 3,option 4 ,. "A"=ANNEALED:"T'=TEMPERED , -- -.: - .• ' . . ,: -. : . . ,.. -.Into 2X Wood Frame/Buckstrip-sheet 3,option 1 , , • . Box I ' Equal-lite, Square/Rect., Equal-Leg 1-4 Oriel/Pp:Mew Arch-Top& Through the frame-Into Concrete/CMU-street 3,option 2 , , . . . . . of the window ....through IX Buckstrip into Concrete/CMU-sheet 3,option 3 TABLE 24.ALLOWABLE ANCHORS THROUGH THE FRAME . . ::.;. . . .'.'(#4) &Cottage Radius-Top Min.Edge MM. .,;Material 1 Min.Fr, Min.Fr, " ...into Metal-sheet 3,option 4 Group Anchor Substrate , . : . ; . Distance Embedment' 'Steel Screw -----92.ks1 120 he I.', ,--- ,. iegral an Through the ....into 2X Wood Frarne/Buckstrip-sheet 4,option 5 Equal-lite, SquarelRect 'nt .................., 118-8 Screw 60 ks1 95 list Oriel/Pp:Men; Arch-Top et ...into Metal-sheet 4,option 7 • ,.: P.T.Southern Pine(SG=0.55) 7/16'7-- -1-3(8* '1-4 & #10 SMS Steel,A36'. ; . . 3/8' 0.050' 1.410 Screw 90 ksi 110 tel (#I) &Cottage Radius-Top Through the frame....into 2X Wood Frarne/Buckstrip-sheet 4,option 6 (steel,18-8 S.S. Steel Stud,A653 Sr.33" 3/8" 0.0451"(18 Ga.) Elea Ago's-Gator:ID 57 fret 96 ksi ' 01 the window ...into Metal-sheet 4,optical 8 A Aluminum6063-T5* :- 3/8' 0,0507, . . f or 410 S.S.) 'Elea UltraGra 155 ksi. 177 ksl . . .: , , . ' . Through the -.into 2X Wood FrameiBuckstrip-sheet 4,option 5 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi Equal-Lite, Square/Rect.,integral In P.T.Southern Pine(65=0,55) , 7/16" 1-3/8" . Integral nn • t -.into Metal-sheet 4,option 7 606345 Aluminum 16 ksi 22 ksi - I 1-4 , Oriel/Prodew Arch-Top& 3/16'steel Ultracon Concrete(min.2.85 hal) 14/8" :I.A36 Steel 36 ksi 58 kai ' (4!3) &Cottage Rados-Top Through the frame...into 2X Wood Frame/Buckstrip-sheet 4,option 6 7' Ungrouted CMU,(ASTM C-90) 2-1/2' ; 1-114" Sr.33 Steel Stud I 33 kat 45 hal ' of the window ...into Metal-street 4,option 8 ',- ...: #12 SMS P.T.Southern Pine(SG=0.55) 9116" 1 1-3/87 : , II, , 11 FIGURE A:FRAME CONFIGURATIONS• ' I' FIGURE B:FRAME TYPES Steel,A3,6* 3/8' o.o5cr (steel,18-8 S.S. : Steel Stud,A653 Cr,33 3/8' 0.0451'(18 Ga.) , or 410 S.S.) . s ' f' 11'.;.....; B Aluminum,8063-T5` , . 3/6" 0.063' -i ' //// ' 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1" 1-3/8" „i i' i /;/. 4 i a/: FLANGE il5,1, 1/4'steel Cretellex P.T.Southern Pine(SG=0.55) 1" 1-3/8' 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1" 1-3/8" Bleat U , - : 1 . EQUAL- BOX OR ,z. . 0:motet°(min.2.85 ksi) 1' 1-3/4" r I ;/„.514 1/4"steltracon LEG C Ungrouted CMU,(AS1M C-90) 2-1/2" 1-1/4" __ / .:,.: 1/4"steel Cretettex Concrete(min.3.35 lint) 1" 1-3/4' EQUAL-LITE ORIEL COTTAGE ihilillh 1/4'steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 1-3/4' : FIGURE C:FRAME SHAPES . .. Concrete(min.3.35 ksi) 2-1/2" 1,3/4" 1/4"steel Creteflex -.--IBUCK VVIDTHI-.--,444-1BUCK WIDTHI-444--.--)BUCK WIDTH)-.-Ungtouted CN1U,(ASTM C-90) 2-1/2" 1-1/4", •Le-• 11 ' -1_ -7-4„... Conerete(min.3.275 kSi) 1-1/2" 1-3/8' - T-- T V 1/4"steel Aggro-Gator / . 3 Grouted CMU,(ASTM C-90) 2" , $.- .- f • , 0 . B ir , "Mitt.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ' ID , 69 I iT, . ' T INTEGRAL ' ri . .1-CHANNEL 4 .UNGROUTED CM"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. , III 4x - H 0' t I,- 1-1 ! FIN 0 X .•. ' D T ' I 2 ri , , TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN . RECTANGULAR rcws.41,,,Tor . ARCH-TOP . ! . - . Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY . ' . PRODUCT REVISED Group Anchor SubstrateBE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ' Distance Embedment' . as 4...ateplying with.the FIcrela . ' DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM . , Budding Code r ' Acca . E 2-1/7 x.131'Common Nail-P.T.Southern Pine(SG=.55) 318" 2-7/16' THE TABLES ON SHEETS t-9. lilt r r I i,',' ' . ' , 1 pare,No, '0.4 4 U 0420 . - . - 2-1/2'Ring-shank Rooting Nail P.T.Southern Pine(SG=.55) 3/8" 2-7/16" . \,.\' lks(LYNN''',, i Reviskw Evirntion Ours' II2I!&# ) . ..........4,,, .,, i'. P.T.Southern Pine(SG=.55) ANCHORS REGROUPED. . #10 Trusshead SMS Aluminum,6063-T5' 318,- 0.050" ' '„'.." ‘,-..- . **.(5;'0'''': -JR-06/06/17 . &On Dade'?•,skt '4,,gri-0- . Steel Stud,Gr.33' 3/8- 0.0451-(18 Ga.) ' ::::lir.: ` No.58705 1. ' • .-: F Steel,AM' NB" 0.050" , , - • :.: e 11' I :.;13; • . * . - on:Descripti - • Dom, 'r #I2SMS - ,-Et 'RT.Southern Pine(SG=.55) 9/16" 1-318" , "..13 , . ..22_,1-7:,15::: 1070 TECHNOLOGY DRIVE, GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI (steel,18,3 S.S. Aluminum,6063-T5* 3180.063' • :•;.,C..),-.. S ' OF t.1"4„,.... N.VENICE,FL 34275 Steel Stud,Sr.33' 3/80.05T ' , Ij: ot410 S.S.) !:-:" (‘'.','ZORIDP::....". ' " (941)-489-1600(941)-480.1600 ttue: Dore: . Steel,A36" 3/6' 0.050" ; ; ..,kSls.,, •.....• ...,C1\-- , :SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 '',f,ONAL S",0\ ' • 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. . - . COPMSRIT 0 DM• /-1/111111%,N MT INSIDSTRED INC. Sarker/Madaa Scala: ShaW: Drawing No. ALL RIGHTS RESERVED ! 1 ..i.. • ''..,; . A.LYNN MUER,P.E. P.E.#.50705 CERT.OF AUTH.#29296 SH-5400 NTS 2 OF 12 MD-SH5400-01 B .c :i • ; . . i - . '.l• . I . , . . ' . . ; . , , • ' '4' • , . • • - . . ,.. . . . . y,. . - • . . . ,„, . . , . . .... ... .. . .... . • . . . • • , , . , - . . .. • .. . . . ., . . • . - . , - . . , . • . ,,, • . • ,: . . • , . . - . : . I, . • • • . , • ' U. -• • . . . . • : ' • , , . . .• ' ' . . . . . ' . . .. . , . , ' ' • ' , it''' „ . .,, , , ' .. . . ' • • . . ,;',, . ': , ' ., • . . , 1 . . INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES,; , 1 ., r . . • I , . ,- , ., . -f. . , •-' INSTALLATION OPTION 2 v- ,; . • INSTALLATION OPTION 3 ' : • ., ,- ANCHORED THROUGH FRAME , , , ANCHORED THROUGH TAME AND 1 X • ,• . . INSTALLATION . , . . . .. , i.: ' . , '1; ' . .;11 DIRECTLY INTO.CONCRETEICMO. ; ', ( • . BUCKSTRIP INTO CONCRETE/CMU. OPTION'I . 4 , I EDGE DISTANCE ;;: ;•• 1 ', • ;;:- , •, • : '• . , SE EEE NOTE 2,THIS,SH T. t.,... . EMBEDMENT • , • ANCHORED THROUGH ---------,— . . ! . ;1!;gMBEDMENT ' - . -, " . ,, . . . 1/4'MAX SHIM --1 H-- •... ,, ---1- . • FRAME INTO 2X WOOD . . •; ,• ' t;.1., . 1"' . . --..-- ----- 1/41 MAX SHIM I '. ; . . . • ,; • • 0 : . i(•.. •. EDGE • ' AL L____,___ FPAME OR BUCKSTRIP. ...-.. .... --•-•-------_,"; _......,______... i ' ! .1 L•p. y L. . . .. . , , ,• 1I• l' SASH VISIBLE I, SEE NOTE 2,THIS SHEET. 1/ 11 410 EMBEDMENT . .....; I....-- . ' I,' • , II ' . ' , ' n", EDGE•• ' ';'..i''': • 7-=Itz ' WU ' TIGHT WIDTH 1,', •• . ' • DISTANCE • . , . FLANGE FRAME DISTANCE '• . . I r\ ][.- , . . „ . I- a.' ,,i • SHOWN it . : —I , . ; .• 17- Fr- .----7, . , , 1: . , : : t ' . - 4,,, BALANCE . .. . . l.4 A1 — . ' .. • - . .r. _ . c =11.-w. 0 L1/4"MAX • ; . d . , 1, Allti i. '' TYPE VARIES '• I ' TYF'.ANCHOR L L L TYPE, , t•TYP.ANC HOP.TYPE, ' .". ' • . 711•I ''''''NV! ,• 42 WITH SASH•-. ; =R. ;AN ' ' ) ' . •I,C.I SHIM .i EMBEDMENT AND r_--: .• • . EMBEDMENT TYP.ANCHOR TYPE, ; DISTANCE PER •,,, • ' •*' '' i 0 .0 r , . . . .. AND EDGE . <(••,11 EMBEDMENT AND EDGE :' ' ''' E'DGE---/.... / '• . ,-• . . . t1:111 ' . ) •DISTANCE PER SUBSTRATE, . ' 31/ ' 111 / .. . DISTANCE PER ! , SUBSTRATE, , EDGE SUBSTRATE. 1' •.• -" J 10 r•' L___3...;.,. WEIGHT -................. 1( 1 ,• • SEE TAB1.E2,SHEET: 2. SEE TABLE.2,SHEET 2. -e" ;I 1• EXTERIOR TABLE.2. • ' ' . .„ ; 87 , 4 , ';.•...,L.;:' ii r..„ ,D, i I .\\ • .• . .I . SHEET 2. .; t •I• . 7- i t,' • I. ' ' ., ' • i', FIXED VISIBLE \ • ; I • , . FIXED • I; 0 20 P T SASH TOP '. ' .j. , FLANGE , UGI-IT WIDTH \ , . „ . ' 1 EQUAL .• • . tr' . VISIBLE an ono IIK1--...,b,„ . itIFT RAlli, i , ; e ..: 1!•1 1 •! NOTES' . . ... FRAME • '• ' Kt 1 '1 '' SHOWN • ' . 1 ,/ L.. L, •,1L1i ,, BUCK WIDTH :' • • LEG(BOX • ' HEIGHTLIGHTL i 1;1 . -:I ; FOR ALL WINDOWS:1'i; ---: ' II ' • ' FRAME . , • ... , .. • 1 ANCHOR @ 3.55' Ii'' ; ;•I SHOWN rU48 FROM END AND AT • 1)USE ONLY SUBSTRATE-APPROPRIATE q ,i' , HORIZONTAL SECTION A-A I.: . ., .. . . . 1 . . . / / „._,„(2.D CENTER. • ANCHORS LISTED ON TABLE 2, ' . ... SHEET 2.FOLLOW EMBEDMENT AND c... ,..._ li WOW....,..' "---C„,2_2,) . FOR WINDOWS . EDGE DISTANCE LIMITS.ANY 0 ' gr.M,...it-,--A.7), OVER 35"WIDE: DADE APPROVED MULLION,ESC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. tr. ; —3.- ''..16''' ilhi4 ADD ADDITIONAL INSTALLATION OPTION SHOWN MAY • MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES,TABLE 2.SHEET 2. . ' •1 I. • Air il'-. ..,4 46/'-'46® SCREWS(ED e-318" „,. BE USED ON ANY SIDE OF THE •..''''''' . \ WINDOW. FOR WINDOWS WIT•H 1/4"MAX. SHIM - #10 OR#12 STEEL ' . • e,' BUCK n50 ' '. ':'-irm•-r2,1111 .orrom LOCKS: 2)MASONRY ANCHORS MAY BE HEIGHT , ,,..0, ..c -.i i ADD ADDITIONAL USED INTO WOOD AS PER TABLE Z #117411#0," •. SELF-DRILLING-- I _...... 1E/HeimMAX. • SCREWS @ 8-3/5" T----- ill . . SHEET 2.ALL WOOD BUCKS LESS • THAN 1-1/2-THICK ARE TO BE \ Ir - . • • FROM END. • • IA 0..., TABLE 2, • •41Pi I: . ' •I! . . SASH • CONSIDERED IX INSTALLATIONS.IX 11111r SHEET 2. ' EXTERIOR VISIBLE. WOOD BUCKS ARE OPTIONAL IF 6 :•?; - tiL-, . LIGHT 1 UNIT IS INSTALLED DIRECTLY TO . :MI 3111. .,. • . . ,_. HEIGHT ,..--; 6 \ ; . • . EG)-.... _t L. ' .E..;) USE EITHER' ' . , SUBSTRATE.WOOD BUCKS . DEPICTED AS 2X ARE 1-1/2"THICK ' .essortitst . . OR GREATER.1X AND 2X BUCKS ' 1•. • . ' Q . '(1 OPT, .; 0411[.11. = • ?. • LATCH OR . (WHEN USED)SHAU.BE DESIGNED • ' (2)1' 81 N .30' (I tar i 65,-0 BOTTOM LOCK. . TO PROPERLY TRANSFER LOADS TO,. ;I FLANGE 1 I ' 61:011.""."';. EQUAL r I ' /ir--: .' .,. INTERIOR 31 ; ti....... TESTED UNIT ;, THE STRUCTURE.WOOD BUCK --.,' "' ' FRAME / jr/1 kW LEG1BOX 0 iff---7/-ri 2:71 WEEP . ,..., . [Vet..... • , LEOCRGAmTEIOANE:H6-E5N/801.' DR:SGIEGGNNAENIEDILIINTySTGALATHTEIOENNGISINTEHEER , slowNAri ....A... FRAME / II 1 risemmo . , • NOTCHES AT (5.).-„ , . SHOW:), • 0,....4:=7 ,. . i• 1411114 • . • • N I 't. . •• OR ARCHITECT OF RECORD. . . • Aro- ..4 6 , . . ...me EXTERIOR ..ar." il i , .PIMOUCPREVISED I --•••• 4 Ilhig 1 1 0 86 • .' . •3)VISIBLE LIGHT WIDTH OR HEIGHT . (ALSO REFERRED TO AS DAYLIGHT • INSTALLATION ' -FL• INSTALLATION OPTION 4 • . r'—'r . . OPENING)IS MEASURED FROM -OPTION 4 , \./, • - . . complying with We nevi& • •. , EQUAL-LEG/BOX ''I ' ,r_1/4"MAX SHIM . BEADING TO BEADING. ANCHORED THROUGH , ANCHORED THROUGH • . Budding Code , . 'I. FRAME SHOWN r."---11---- 11 ii--)D ,, , 0,,,,,,,,,,,FRAME INTO METAL ; • ' L FRAME INTO METAL Acceptance Na / -1'( It • I-5 r--11---1C--7.=f----ln ' - ' Ex.'ration Date in fil 2.-D ' olkY LYNN "*.,,,, Revision: . . , , • ' . , , .....k.............A, / .,••• ,. ' LAGEN,t6.7 ., reT . NO CHANGES THIS SHEET. ay 0'14 :gir , ,., , , - .. • --,.. i NRDEONNUIC4aDRINS ' ' VISIBLE LIGHT FORMULAS *•.0`--. - ' •la :.. . . . • .. . •=rit i NO.58705 % - 1116.31 ' . 36 . • tr - , , FLANGE OR , 2.81-FROM ...., . EACH END. „ „ . EQUAL-LEG . WIDTH .. i,,: • : *: • a . • . • @SASH:BUCK WIDTH-64/2' ; 'al...0 ..L).- i . Drawn. . ••• • , Deseriptio'n: • @ FIXED LITE:BUCK WIDTH-4-318' ...0-- . tt• (7- ... 070 TECHNOLOGY ORM FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI . 1 . : .-0% S1Nr ..tu z'. • . . --...(%-. 0 .•4/7.- N.VENICE,FL 34275 -.L-- HEIGHT(EQUAL-LITE) •, '1i et".'• it • ,,, Me: • • Dem ', (s...„ Lx,"...O.R1De;..!' • (941)-480-160a • ' VERTICAL SECTION B-B . . , BUCK HEIGHT/2-3-15/16" / ....'cae ' SINGLE HUNG WINDOW INSTALLATION-Ni 05/15/16 .1 -AL e,• ,\\\, :,, ,COPYI9CaNT 02017 . , , . . . . /i,i I I,%l, , '',1:, ZZOUSTRIES.M. Series/Model: Soak: Shoat Drawing No. Rend < -,•;, .. . - • . . ' • < ; 1, • A.LYNN MILLER,P.E. SH-5400 NTS 3 OF 12 MD-SH5400-01 B . • , • PEA 58705 . CERT.OF AUTH.#29295 •i' • . . . , . . . • • . • . . , . , , • . . , „ • . . ; • ' • , • . .. ' ' - • , • ' . . - , . . . , . • • . . . • . , . , • . .. . . . . . . . • . ' . . . • ' . . . .; • • . . . , . . i i i �I A 1 l. I INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION s' INSTALLATION OPTION 5 - ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 . = .{#' EMBEDMENT2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR t{ 1 NOTE 2,THIS SHEET:, SUCKSTRIP"SEE NOTE 2,THIS SHEET. I-- EDGE DISTANCE ANCHORED THROUGH INTEGRAL 1-•-= EMBEDMENT'1 • FIN INTO 2X WOOD FRAME OR ::. {. fall ��/ �� !!4'MAX SHIM : 1,i1:•1Jq"MAX SHIM• ( 11���� • BUCK-STRIP.SEE NOTE 2,THIS -- EDGE DISTANCE. i t _ p wt SHEET. _ �� �. I'TYP.ANCHOR TYPE. SASH VISIBLE `, lL�l ?! J-CHANNEL _- - ��� ,, EMBEDMENT AND EDGE_ [1114 D[= - LIGHT WIDTH Y/ a�� • FRAME , • I DISTANCE PER SUBSTRATE, �,, ''�f SHOWN " - " _ SEE TABLE 2,SHEET 2- ' , •� f.•"Ii /J4 j• yyI.ST�_ � do 1! ' (SCREW SHOWN) A44 BN.ANCE w� EMBEDMENT • -I�J�s _�, � `�l. ;1 ! nvuaanaa aamil� TYPE VARIES - [I `- �.1 .114'MAX SHIM + {,w, �� _ _. ,�'} WITH SASH Vl'•' GE rr--i• �. 1 -i •;.17._., i,. TYP,ANCHOR TYPE, ( DISTDANCE ill- ii ' WEtGt�T' �_ _ EMBEDMENT AND EDGE I A ` `-- �tiiiro ``--� - �""- C' DISTANCE PER SUBSTRATE, , �_ I t:' i _ ,,....--.- .1 31 _ �� , j SEETABLE3SHEET2I qx__i 1 18 •� ��� EXTERIOR ,�_; _ SHOWN) { i I ('{ 87 % I INTEGRAL EMBEDMENT AND EpGE ( `J + FIXED , 19 i ; O FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, 20 OPT.SASH TOP I ,¢{ J-CHANNEL \ /\ LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. ,li mime [�uIMMEN I► LIFT RAIL, , ! ' .'...¢ �-{ 1 ) :•I - SHOWN • (NAIL SHOWN) . LIGHT - '. I- FRAME �..i . HEIGHT - 1, FOR ALL WINDOWS: NOTES:I SHOWN - �i 1 ANCHOR®3-55'" t;I - �'( BUCK WIDTH j 3: I 49 d 48 { FROM END AND AT 1)USE ONLY . , `-i 21 CENTER- SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C }� - ' /ill . �/ 22 , FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 • � OF SHEET 2.FOLLOW EMBEDMENT 73 OVER 36'WIDE: 114"MAX w DADE APPROVED MULLION,PBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. L V 1; 7f( j•i ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY MAYBE VERTICAL OR HORIZONTAL,SEE SUBSTRATE PROPERTIES.TABLES 2&3 SHEET 2. •"�-"I J2�B 1111 SCREWS©16-3J8" INSTALLATION OPTION SHOWN MAY SHIM i0 1 45 4tJ 47 36 FROM END. BE USED ON'ANY SIDE OF THE ' FOR WINDOWS WITH WINDOW. .//��. BUCK 'D I t \ BpTTOM LOCKS: / #10 OR tt12 STEEL 1/4'MAX. s HEIGHT 50 r•� 4' \ 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE / / • +f / SELF-DRILLING �- SHIM ! • SCREWS @ 8.318' USED INTO WOOD AS PER TABLE 2. / EMS(GSj,SEE-� 85 FROM END. ' SHEET 2.ALL WOOD BUCKS LESS �� . �30 / i '"�1 TABLES 2&3, /i 4#0 , THAN 1-1R"THICK ARE TO BE / r 7 SASH CONSIDERED 1X INSTAL4ATIONS, SHEET 2. / EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF ' �� �•,I LIGHT UNIT IS INSTALLED DIRECTLY TO r ' Si . -v'- HEIGHT. - USE EITHER SUBSTRATE.WOOD BUCKS i ( na Ir AIRF, i E. I• 18 ORTBOTTOM ) DEPICTED A5 2X ARE 1-112"THICK - • •• $ I I� 79 9 I pp7, OR GREATER.1 X AND 2X BUCKS / L. / /--'1 LOCK(SHEET 3). : { / moi•" 65 (WHEN USEpj SHALL BE DESIGNED , • 30 LOCATION: UNIT TO PROPERLY TRANSFER LOADS r , r�j , (2)1' 81 i 63 r FIN ANOIOR % tirr.�r- 31 , LOCATION:&518" !�! R•� INTERIOR �, TO THE STRUCTURE-WOOD BUCK .--w �.• FLANGE 12EMOVED ,.�� 4j WEEP - \ \ FROM SASH END. i _ IN-FIELD •I; NOTCHES AT t 4t' DESIGN AND INSTALLATION IS THE / �ttt� p RESPONSIBILITY OF THE ENGINEER . INTEGRAL FIN ��-y ' EACH END. I{ • .NO ANCHORS • - OR ARCHITECT OF RECORD. FRAME SHOWNIF I • �� f ���� _ 101 REQUIRED IN FRAME EXTERIOR" n - INSTALLATION SILLS IF ANCHORING .3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLOPTION 7ATION -,j �II THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT PRODUCT REVISED OPENING)IS MEASURED FROM Ir`! OPTION 8 as lying INTEGRAL FIN 114'MAX BEADING TO BEADING. Building cith the Fltaidv-- I-SHIM ANCHORED THROUGH ANCHORED FRAMESNTd �•.I. FRAME SHOWN • _ TLttii7tttt Acceptance Na i -1 O.r� I 71 Ii IO I INTEGRAL FIN INTO METAL METAL(INTEGRAL FINIFLANGE REMOVED) 2T X 1.25'WEEPHOLE l mor-}� — ,��NY LYNN',� • RavUicn:. F. instion Dcfc t•imp, .2 j0 �38 WICOVER(a�2-BT ) 1} • ��``�fi4''ICEri�'�/C �''. /^� NO CHANGES THIS SHEET. By a-..: .0 I FROMEACHEND.I '= - I `N- L SE - ea Miorni tendo Prtrcloc'Controi� is t ; VISIBLE LiGHT FORMULAS Qr �p • >l • Trp.ANCHOR TYPE, • ---„- �_EDGE DISTANCE * NO.587D5 ' EMBEDMENT AND EDGE '`f WIDTH _ • •;*Z• p ;f DISTANCE PER SUBSTRATE, - • t 0SASH:RUCK WIDTH-61/2” • ;.-n:� = IJncrip6cm - Drown 8r• • SEE TABLE 3,SHEET 2. --.-t EMBEDMENT + QFIXED LITE:BUCK WIDTH-4-318' ��} • / •;11'� 1o70TECHNOLOGYDRIVE. J-CHANNEL&INTEGRAL FIN FRAMES ` ,1 ROSOWSKI (SCREW SHOWN) 3,O�t• ATE O t'i, N.VENICE.FL 34275 t ' HEIGHT' INSTALLATION OPTIONS VERTICAL SECTION D-D BUCK HEIGHT/-9 15,16' ,� --F.Lp.....'•'��.,, (9•41}480169D, BBe: pole; • ' /ON E .� COPY 1I TO20+T SINGLE HONG WINDOW INSTALLATION-NI 05/15/15 t,. ANCHORED THROUGH INTEGRAL FIN %s'S'1 CSG�� INTO 2X WOOD FRAME OR BUCK- 71/tilt 11 110�� I'BTT � - SertesfMaddi Scot'; Sheet Dro•tng No. Rcr. STRIP.SEE NOTE 2,THIS SHEET- - A LYNN MILLER,P.E. wG p-.# •SH-5400 NTS 4 OF 12 MD-SH5400-01 B P.E.#58705 CERT.OF #29296 tl ii r 1 • 1; i �.� ,II I Ir i' fI ii • jj ix ! ii j;; i'f • { j t —1 314"NOM• ( ( 314'•NcM,. 1 •314 NOM j 314'NOM. ti. 118"A GLASS , r 118"T GLASS �' 3116"A GLASS • ' 3116"T GLASS '• •1 112•'AIR SPACE ' ,! 1/2"AIR SPACE i�I 3/8"AIR SPACE 318"AIR SPACE r 118•'AGLASS ' 1/8"TGLASS (i1 I` II; 3116"A GLASS 3716"T GLASS ,; .. a !I 1• S EXTERIOR a EXTERIOR !.I,��j - a EXTERIOR • a EXTERIOR -, j CO----• 7679 . 7ET9 .6•14 . ....: •; GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 • i.: ti'- -• i 2'NOM.GLASS 76.79 BITE TYP. • ' • 73 gi ,•, • _ 74 �.., ,•' EXTERIOR141 75 ' . �4 Q PRODUCT REVISED ' I3 • 1 / ollilhal�-�y / �'ry - 10complying%didvt?Q11FE Fiai'LA �I I� if ID 'SII I l i t r 1 I1//, Acc pIo Code s� v j 7, Acccptanco rw • b3C,p �.a • `�z �tSY L d//V4,,,.'�` Revision: 8.FIT:Bk n DSc M VI ��`�`.• jCENsF'• �c� rr� NO CHANGES THIS SHEET. it ./Iii....�I • <• 'T. • .•P% �� Miami„Me Product Con..0. 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