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HomeMy WebLinkAboutProduct Approval FL15349-R9 i iFlorida Building Code Online Page 1 of 3 '";„''''-:,"", - n):1', • B.usiiiess,'& Professional Regulation--, , :per t ' BCIS Home Log In i User Registration Hot Tapim-; Submit Surcharge Shits&Fads Publications t FSC Staff I BCIS Site Map i Links ; Search i d larida �,_ 1 aik r>t Product Approval �' (-- ag Public User z /"' .p Cs--..C./ product Approval Hans{>product or Application Search>Application List>Application Detail Fre---., '4 FL# FL15349-R9 S o ,`d G j L Y Application Type Revision Code Version 2017 ✓ Application-Status -Approved *Approved by DBPR.Approvals by DBPR shall be reviewed andratified by the POC and/or the Commission if necessary. Comments a. Archived - 0 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 ..' (717)365-3300 Ext 2560 bsitlinger@miwd.com R EC F 1 Authorized Signature Brent Sitlinger VFX bsitlinger@miwd.com Per NOVNAV ®1018 Technical Representative m/tt'n Address/Phone/Email St'LuC e C 'y em. Quality Assurance Representative Address/Phone/Email ,, Category - Windows Subcategory Fixed Compliance Method - Certification,Mark or listing Certification•Agency American-Architectural-Manufacturers Association - Validated By Steven M.Urich,PE' - g Validation Checklist-Hardcopy Received Referenced Standard and Year((of Standard) Standard- Year AAMA 506 2011 , AAMA/WDMA/CSA=101/I.S.2/A440 2008 Equivalence=of--Product Standards' 5 Certified By Product ApprovalMethod Method 1 Option A Date Submitted , 12/31/2017 Date Validated 12/31/2017 ' - Date Pending FBC Approval Date Approved;, 01/04/2018 http://floridabuilding-org/pr/pr=app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanDW... 2/19/20118 I Florida Building Code Online: Page 2''of 3 1 1 Summary of Products i FL# Model,Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass _Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL15349 R9 C CAC APC 12786.pdf Approved for use outside HVHZ:Yes FL15349 R9 C CAC APC 12787.pdf Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+60/-60 04/03/2018 Other:CW-PG60 Installation Instructions FL15349 R9 II 08-02357B.pdf Verified By:Luis R.Lomas,PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL15349 R9 AE 513124B.odf Created by Independent Third Party:Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate r Approved for use in HVHZ:.No FL15349 R9 C CAC APC 15350.0df r Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/24/2021 ' I; Design Pressure:+55/-55 Installation Instructions Other:R-PG55 FL15349 R9 II 08-02949.odf Verified By:Luis R.Lomas,PE 62514 Created by Independent Third Party:Yes Evaluation Reports FL15349R9AE 513783.pdf Created by Independent Third Party:Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency gency Certificate Approved for use in HVHZ:No FL15349 R9-C CAC APC 15454.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 06/25/2021 Design Pressure:+55/-55 Installation Instructions Other:FW-LC55,Missile Level D,Wind Zone 3.Glass FL15349 R9 II 08-02948.pdf consisted of 5/32"tempered exterior-.spacer--5/32" Verified By:Luis R.Lomas,PE 62514 annealed/0.100 Solutia Saflex`HP/"5/32"annealed.Glass Created by Independent Third Party:Yes was bedded in Pecora 896 silicone with 5/8"glass bite. Evaluation Reports FL15349 R9 AE 513782.pdf Created by Independent Third Party:Yes 15349.4 185 PW Impact 159-x 54 Triple CHS Insulated Laminated.Glass Limits.of Use Certification Agency Certificate Approved for-use.in HVHZ:No FL15349 R9.C CAC APC 8272.0df Approved for:use outside HVHZ:Yes FL15349 R9 C CAC APC-8273.pdf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure:+55/-55- 01/24/2021 - Other:FW-R55,Missile Level D,Wind Zone 3.Glass Installation Instructions consisted of 1/8"annealed exterior-spacer-3/32 FL15349 R9 II 08-01614B.odf annealed/0.090 Solutia PVB/3/32"annealed.Glass was Verified-By:Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8"glass bite.'. Created.by Independent Third Party:Yes Evaluation Reports - FL15349'R9 AE 512278B.pdf Created by Independent Third Party:Yes I 15349.5 185 PWImpact 96 x 60 Insulated Laminated`Glass Limits of Use Certification Agency Certificate A roved-for use in HVHZ:_No PP FL15349 R9 C CAC.APC 7962.odf Approved foruse outside HVHZ:Yes. Quality Assurance Contract Expiration Date Impact Resistant:Yes - 12/05/2020 Design-Pressure:+55/-55 Installation Instructions i Other:FW-LC55,Missile Level.D,Wind Zone 3.Glass FL15349 R9 II 08-01613B.0df consisted of 5/32"annealed exterior-spacer-5/32" Verified By:Luis Roberto Lomas 62514 annealed/0.100 Solutia Saflex HP/5/32"annealed:Glass Created by Independent Third Party:Yes was bedded in,Pecora 896 silicone with 5/8"glass bite. Evaluation Reports FL15349 R9 AE 512277B.pdf Created by Independent Third Party:Yes Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State ofFlorida is an AA/EEO employer:Copyright 2007-2013 State of.Florida ::Privacy Statement::Accessibility Statement::'Refund Statement http://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanDW... 2/19/2018 lir • REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 05/12/15 R.L. • B REMOVED MONOLITHIC GLASS 08/12/16 R.L. NOTES: 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR'2X BUCK USE #10 WOOD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" REQUIREMENTS OF THE FLORIDA BUILDING CODE. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS ANDIHUM INSTALLA INSTALLATION 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS'AS SHOWN IN ELEVATIONS AND 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE INSTALLATION DETAILS. ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10•SMS OR SELF INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS•AND INSTALLATION 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY DETAILS. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY 16. ALL FASTENERS TO •BE CORROSION RESISTANT. • BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH �9• INSTALLATION ANCHORS:SHALL BE INSTALLED tN ACCORDANCE'WITH ANCHOR MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 6. WHERE 1X 'BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 • B. CONCRETE — MINIMUM COMPRESSIVE,STRENGTH OF 3,192 PSI. THE ARCHITECT OR ENGINEER OF RECORD. .C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS D. METAL STRUCTURE: STEEL 18GA, 33KSI OR-ALUMINUM 6063—T5 1/8" THICK MINIMUM PROVIDED. 20.GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS • 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SHALL NOT EXCEED..INSCRIBED DIMENSIONS OF APPROVED. RECTANGULAR'ASSEMBLY SHOWN 4SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", IN SHEETS 2 AND 3. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLEir OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: ALUMINUM 6063-15. • 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 3 FOR GLASS DETAILS. 13. APPROVED`IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. , 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING'OR 2X BUCK USE #6 WOOD SCREWS . WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:11/03/2016 MI WINDOWS W. MARK DOORS, LLC \1\� / . GRATZ, PA 17030 ` ;...-\..Z.01)4171..1x0,0;1:.0./0/7,...„..t.p.:' OENsl. 185 PICTURE WINDOW z.......„,:'*, ar96" X 60" IMPACT NOTES1 STAT TABLE OF CONTENTS �0,:.•,,� 1,...,..k,::--- I SHEET NO. DESCRIPTION DRAW pwo No. REV. i��.�,(pRtp•G��`� 1 NOTES SCALE NTS I°ATE 06/04/12 08-01613 SEET1OF 12 B /s1011111i10' i 2 — 3 ELEVATIONS do GLAZING DETAILS L.ROBERTOLOMASP£ Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 4 — 12 INSTALLATION DETAILS 434-698-0509 ribmis@b/oimspacom FL No.: 62514 1-4- ÷ _ . , , _ . . ; R045104.5 - 95 1/2" MAX. FRAME WIDTH REV DESCRIPTION DATE APPROVED - " 2" MAX. - -1 2MAX.I- I I 14" MAX 0.C. A' REVISED INSTALLATION DETAILS 05/12/15 R.L. I 2" MAX B REMOVED MONOLITHIC GLASS • 08/12/16 R.L.' ' --=______-______ ___ i 1 -r /I I ___L 14" , 1 MAX 59 1/2" O.C. MAX. • . -r FRAME •• , Chart#1 . : • HEIGHT . : Number of anchors locatiOns required for units Without rigid fillers i . Window widthiln) ' Haight ' 1: (In) 14.0 30.0 -350 42.0 450 54.0 60.0 66.0 72.0 78.0• 84.0 00.0' 95.5 H8S Jamb HOS Jamb WS Jamb H85 tlamb 1188,Jamb H6S Jamb MSS Jamb HU Jamb 0455 Jamb HILS lamb H&S Jamb F1854.Jamt;t185 Jamb 24,0 • 3 • 3 3' 3 4- 3 4 3 4 i 1 5 3 6 :3 6 , 3 8 3 •7 .. 3 7 , 1 , 7 3 8 3 30.0 3 ' 3 3- 3 4 .3 , 4 3 4 • 3 5 3 5 3 6 ' 3 ' 6 3 7 3 7 .1 5 - 3 8 3 1..- _ ___ _______-7-.-.J 30.0 3 4 3, 4 4 4. 4. 4 ' 4 r 4 5 4 5 ‘ 4 8 4 7 4 7 : 4 8 .4 ' '9 4 8 4 - 420 3 , 4" 3I 4 4 4 -4 4' 4 ' 4 5 4 8 4 '7 ' 4 7 4 6 4 ' 8 ,4 ID 4 11 4 1- ' SEE CHARTS 48.0 3 ,,-4 3; 4, 4 • 4 4 4' : 4 ' '4 ' 0". 4. 0 ' 4 7- ' 4 8 • .4 IA? ' 4 '.10 :4 11 -4 '12.. 4, 185-FIXED WINDOW #1' AND. #2 54.0 3 ." 5 3, 5 4 , -5 , 4 7 5 ' 4 . 5 . 5 5 '6 5' 7 6' 8'. . 5 ' il' 5- 10 7 I5 . 11 5- 12 5 FOR-NUMBER 'EXTERIOR VIEW OF ANCHORS 68.5 '3 5 3i• 5 4 5 '4 6 4- 8 5 6 8 '6 7 8 0 -8 10 8. 10 •'8 11 8-12 6 • FLANGE A FINLESS INSTALLATION REQUIRED . . • . Chart 42 . .. 95 1/2" MAX. FRAME WIDTH . , • , - Number of anahors locations required for units with rigid fillers ' . . . . - • • ,- -2" MAX. Window width ho) . •'. ,_., ,.. 4 2" MAX. -'•-• 1-- 1 I 12 MAX 0.C. FloiiIng)hI '24.0. .30.0 '- 32.0 . 4Z0 , 48,0' - 54.0. . 59;0 ' 00.0 72,0, ' '78.0, - . 54.6.. 99.0 .95.9 H&S,,Jamb HltS Jamb.1185 Jamb H85 Jamb H&S,Jamb HASJamb H8S Jamb MSS Jamb:Has'Jamb HS 5„Iamb 858 Jar111):.9183 Jamb H8S Jamb'.• 4- . L_____I L 41... 1 20.0.- 3'.. 3 3, 3 '4. 3 - 4 3 _4 3 '5 3 5 3 6 ; 3 8 • 3 7, _ 3 :.7, .3 y .3. -8- -3-•. 20,0 3 :3 3. 3 4 3 4 3 4 -- 3 5 3 , 5 3 8. 3 6 3. 7 3 7 -3 : 7 3 8 3 - 36.0 3 ' 4 3' 4 _ 4 4 4 4,, 4 4 5 4 5 4 8 * 4 8 4 .7 4 7 ,4 7 4 8 4, 1 2" MAX J 42.0 3: 4 3' 4 4 4 4 4 4 4 5 4. 5 4 6 • 4 8 4 7 4 - 7 7:4,- 7 4 8 4 , 48.0 3 .4 3` 4 ' 4 '4 .4 , 4 " 4 --4 . .5 4 5 4 8 ' 4 8 4 7 • 4 7 A 7 4 ,ti .-4 - '7 5 4 5 4 5 5 5 , 5 5 8 , 5 .6 _ 1 ---1- 5' .4 • 5 - 4 5 4 .5 5 5 5, 5 .6 5 0 ' '5.. 7 .55. - 59 1/2" . , • 12" . , .. . , MAX. . • • _ 1 MAX O.C. • • __r FRAME HEIGHT - # - 1 NOTES: 1. MAX D.L.O.:92 3/4"X 56 3/4° . . . ' , , . , , , , - - • ' ' . SIGNED:11/03/2016 . .. , 1 I I ' I ' , . . l'N'N-SEE CHARTS gricaulogi.AND0 Dogs,. [lc , tut , • • - 185 FIXED WINDOW DESIGNER #1 AND #2 650 W. MARKET ST. - • 5 1:1.7 tej / . N N) •'''''dr - - ' - EXTERIOR VIEW FOR NUMBER • . GRATZ, PA 17030 '.2.•••• ' ‘GEq‘.0...11PS• FLANGE 4 FINLESS INSTALLATION OF ANCHORS -- •1.. 0'• •''...• -..... • • REQUIRED' 185 185 PICTURE WINDOW :::....4,40,461, ..•*.s 96'' X 60" IMPACT, .. FLANGE & FINLESS ELEVATIONS.8c CHARTS 7--13 TAT OF'''-'-' DESIGN PRESSURE RATING IMPACT RATING % .. -I DRAWN:' ' DIY0 No. ' .4c‘'Pt OftiDW''W ' REV .•,:::. . ..... ...,, LARGE AND SMALL . ±55.0PSF MISSILE'IMPACT . OB-01613 I, ..,-.. ,o.• , 5cALEV 11 NTS I'TE 06/04/12 s'cu 2 OF 12 1/1111111‘' MISSILE LEVEL A WIND ZONE 3 _ . II" L.ROBERTO LOMAS RE. Luis R. Lomas _ .P.E. . 1432 WOODFORD RD LEWISVIUE,NC 27023 434586-0509 tVoma20910mtVadmm FL No.: 62514 .1'. . . __-- - ._ . . . _ . . _ .. - 95 1/2" MAX. FRAME WIDTH REVISIONs REV DESCRIPTION DATE APPROVED 1 F—3" MAX. 3"-MAX. — I— 1, 12" MAX O.C. 'A REVISED INSTALLATION DETAILS 05/12/15 R.L- 3" MAX B REMOVED'MONOLITHIC GLASS O8/12/16 R.L. Chart IR? 12" 59 1/2" Number,of anchor,Jocatjons required for Fin ineIaIIaIIon MAX MAX. Frame Promo width(in) j ac. FRAME Haight 24.00 30.00 36.00 42.00 48.00 54.00 60.00 68.00 72.00 78.00 .64.00. • 90.00 ;95.60' HEIGHT (In) HAS Jamb'HAS Jamb HMS.Jamb HAS Jamb NES!Jamb'HAS Jamb HSS Jamb HAS Jomb'HAS Jamb HAS Jamb HAS'jamb H0S,Jamb HAS Jamb 1 24.00 3. • 3 3' 3 -4.' .4 4 ' 4 '5 ' 5, 5 5 6 8 8 ': 6 7 7 7 7 ,6 • 8 8 8 9 ' 0_ HHHHHHHWHHHWHI 34 44 45 , 55 '58 8 88 7 .77 '78 8 88 999 34 44 45 . .55 58 8. 88 7 - 77 76 8 88 99 34 , 44 45 ` 55 .58 8 88 '7 '77 78 8 98 98 34 44 45 , 55 '58 8 06 7 77 78 8 88 99 34 44 45 : 55 58 6 86 7 . 77 78 9 89 903 4 4 4 4 5 5, -5 5 8 .8 6 6. 7 7 : 7 7 '8 8 . 8 6 9 9 185 FIXED WINDOW SEE CHART3 EXTERIOR VIEW FOR NUMBER OF ANCHORS FIN INSTALLATION REQUIRED 95 1/2" MAX. FRAME WIDTH 3/4" - 5/32" ANN 4 2" MAX. — I— t_____I- 12" MAX O.C. 2' MAX. .100" SAFLEX HP PVB B1' EASTMAN : 2" MAX, 5/32" ANN-- --- =-5/32" ANN / ._1- • EXTERIOR I• NTERIOR2MAX0• .C. f_�l1111 -� I SILICONE mo 59 1/2" • p.: • j MAX. FRAME #6 x 1 1/4'TEK . HEIGHT SPACED 4" FROM ` CORNERS AND 18" MAX O.C. THEREAFTER GLAZING DETAIL • r SIGNED:11/03/2016 SEE CHART 3 ' I MI WINDOWS AND' DOORS; LLC ,��)1�11I11f 185 FIXED WINDOW DESIGNER FORA NUMBER 666. RAIZ, PA 17030T. • ��\\J\s�R•E:N 0 ",,. EXTERIOR VIEW 0 y FIN INSTALLATION REQUIRED v''v\• S0•.. 185 PICTURE WINDOW *;104./,p.1 *c NOTES: • '96" X 60" IMPACT =bay I. MAX D-L.O.:923/4"X56314" ' • FIN ELEVATIONS AND CHART ��0; TAT OF.:L,� DESIGN PRESSURE RATING IMPACT RATING _•'O,p•• P•.kr` LAROEANDSMALL RAPIN: ,w'NO. 08-01613 B �•oe.�OR1�,.cA�'J�. f55.0PSF MISSILE IMPACT SCALE,MTS IIDATE06/04/12 ` IS"EET3 OF 12 i10111111k\•- MISSILE LEVEL D,WIND ZONE 3 L.1432 WOODFORD RTOLEWISLOMAO tE.NC 27023 Luis R. Lomas P,E, 434-688-0608 rllomas®Inormape.com FL No.: 62514 • lir r •_ __ _ - __ __ __ ____. _-___REVISIONS 72" MAX FRAME WIDTH 72" MAX FRAME WIDTH 13 1/2" REV DESCRIPTION DAF APPROVED 3" MAX I-- I--r MAx10.c. -I '3' MAX 3" MAX IMAX O.C1 3" MAX f -1 -1- • 3" MAX I , j j 3" MAX r r 1 1 13 1/2" MAX I' O.C. FOR.NUMBER OF ANCHORS REQUIFED MA 7AX SEE CHARTS 1 8 2 FRAME AX r I FRAME 13 1/2" MAX HEIGHT HEIGHT OC. jOFR ANCHORS T ( , jSEEUIREO L_-_______1 CHARTS 1 & 2 L J 185 FIXED WINDOW 185 FIXED,WINDOW DESIGNER. . EXTERIOR VIEW EXTERIORVIEW • ' ` FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION DESIGN PRESSURE RATING IMPACT RATING t55.0PSF LARGE AND SMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 4 CHART#1 4_ , Number of anchor locations required with rigid fillers ' Frame Frame width(In) Height 24.00 30.00 36.00 42.00 48.00 • 54.00 60.00, 66.00 ' 72.00. NOTES: • (in) HAS Jamb HAS Jamb HAS Jamb`HAS Jamb HAS Jamb N&S Jamb HES Jamb HAS Jamb HAS Jamb I. MAX D.L.O.:69°X69' 24.00 2 2 3 2 3 2 3 _ 2 4 2 4 2 4 2 5 2 ' 5, ,2 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 .3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 . 3 5 3 • 42.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 • 4 5 4 5 4' • 54.00 2 4 3 4 3 4 - 3 4 4 4 4 4 4 4 5 4 5 4 60.00 2 4 3 4 - 3 4 3 4 4 4 4 4 4 ...4 5 4' 5 4 66.00 2 5 3 5 3 5 3 5 4 5 4 6 4 • 5 5 5 6' 5 72.00 2 5 3 _ 6 3 5 3 6 4 5 4 5 4 5 5 5 5 5 SIGNED; 11/03/2016 CHART#2 MI' WINDOWS.AND DOORS, LLC I\Iluu 1' Frame Number of anchor 1oca6 ns required Frame width(�out rigid fillers 650 W MARKET SL \��\J�5 R L 0.7%' Height 24.00 30,00 36.00 42.00 46.00 64.00 60.00 66.00 72.00 GRATZ, PA 17030 • `\�,,.�\GENS�90 . (in) HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb 165 PICTURE WINDOW. -fir• o' 51 #' 24.00 2 2 3 2 3 2 3 2 ' 4 2 4 2 4 '2 5 2 5 2 72" X 72" IMPACT =,oypr.•.= 30.00- 2 3 3 3 3 3 3 ' 3 4 3 V 4 l 3 5 3 5 3 - 6 3 FLANGE & FINLESS ELEVATIONS & CHARTS ��o; 6TATE OF �. 36.00 2 3 3 3 3 3 3 3 4 3 4 3 5 3 - 6 3 6 3 i0 '��I� DRAWN: DWG'N0. REV 3, p•'4Q Q` �CQ 42.00 2 3 3 3 3 3 3 3 ' 4 3 5 3 6 3 6 3 7 3. V.L. 08-02948 - !/SS • RIOG\`\\ 64.00 2 4 3 4 3 4 3 5 4 5 5 5 6 5 7 5 8 5 SCALE NTS IDATE 09/12/16 ,' s T2 OF 12 �/6;/,0/ 111110�� 60.00 2 4 3 5 3 5 ' 3 6 4 6 5 - 6 6 6 7 6 8 8 66.00 2 5 3 5 3 6 3 6 • 4 7 5 7 6 7 7 7 8 7 LRC9ERD ECMASPE Luis R. Lomas P.E. 74344-6880609 RCLEsEfrEnFNCom023 FL No.: 62514 72.00 2 5 3 6 3 6 3 7 • 4 8 5 8 6 8 7 8 8 8 434-688-0609 dlomas@lrbmsspe.cam , _ 4I + . REVISIONS 72" MAX FRAME WIDTH 72" MAX FRAME WIDTH REV , DESCRIPTION DUE APPROVED 1" MAX T. 13 1/2" T ,..MAX 1" MAX--I- 13 1/2" MAX O.C. -1-- 1" MAX I MAX O.C. MAX j j MAX J- # 13 1/2" 13 1/2" MAXFOR NUMBER 72"MAX OF ANCHORS MA • REQUIRED - HFRAME GHT SEE CHART 3 MAX • • • • FRAME HEIGHT FOR,NUMBER OF • 13/16" HORS SEE CHART SQUIRED 5/32" ANN I 5/32" TEMP----• 100" SAFLEX HP 'PVB BY EASTMAN #6 x 1 1/4" TEK 185 FIXED WINDOW 185 FIXED WINDOWDESIGNER SPACED 4" FROM -5/32" ANN EXTERIOR VIEW EXTERIOR VIEW ' CORNERS AND 18" MAX FIN INSTALLATION FIN INSTALLATION O.C. THEREAFTERIINTERIOR DESIGN PRESSURE RATING IMPACT RATING 1_ _ ' ±55.OPSF LARGE AND SMALL 5/8" BITE Ill l l_ SILICONE -MISSILE IMPACT �Is• .f 1 1 9 MISSILE LEVEL 0,WINO ZONE 3 EXTERIOR GLAZING DETAIL NOTES: 1. MAX D.LO.:69".X 69" i i • CHART//3 SIGNED: 11/03/2016 Number of anchor locations required for Fin Installation MI' WINDOWS AND DOORS, LLC �`\\'t II/!/j/ Frame Frame width(in) 650 W. MARKET sT:. ����A5 R LOy��i�� Height 24.00 30.00 36.00 42.00 48.00 64.00 60.00 66.00 . 72.00 - GRATZ, PA 17030 `V.• GEN SFgs•"• (In) H8S Jamb H8S Jamb HMS Jamb HNS Jamb HAS Jamb HdS Jamb HISS Jamb HSS Jamb H8S Jamb 185 PICTURE WINDOW *�•//,�;('t 0 g�61 * 24.00 3 3 3 3 4 3 4 3 S 3 5 3 6 ' 3 6 3 7 3 72" X 72" IMPACT • 7:::".2"73. �' S 30.00 3 3 3 ' 3 4 3 4 3 6 3 5 3 6 3 6 3 7 3 FIN ELEVATIONS AND CHART "�• TAT OF. •'�� 36.00 3 4 .3 • 4 4 4 4. 4 5 f 4 5 4 6 4 6 4 7 4 DRAWN: DWG,NO. REV OZ.` t(r 4200 3 4 3 '. 4 4 4 4'- 4 5 _ 4 5 4- 6 4 6 4 7 4 •(Q p.No 48.00 3 5 3 • 5 4 —5 4 5 5 5 ' 5 5 6 5 6 5 7 5' ds/ •••�\� \ V.L.V:L 08-02948 � s G � 64.00 3 5 3 ' 5 4 5 4 5 5 5 5 5 6 - 5 6 5 7 5 SCCLE NTS 'DATE 09/12/16 f SIEEr 3 OF 12 �/j/1h1IIIii\1\\��� • 60.00 3 6 3 • 6 4 6 4 _ 6 5 6 5 6 6 6 6 6 7 6 • L R09ERTo cOMAs RE 66.00 3 6 3 ' 6 4 6 4 6 5 6 5 6 6 ' 6 6 6 7 61432W000FORDRDLEWISVILLE,NC27023 Luis R. Lomas P.E. 72.00 3 7 3 7 4 7 4 7 5 7 _ 5 7 6 7 6 7 7 7 434-688.0609 Mornas@Momaspe.cnm FL No.: 62514 ' '4' f 1/2" MIN. REVISIONS ' EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING 1 1/4" MIN. 3/4" MIN A REVISED INSTALLATION'DETNLS 05/12/IS R.L OR 2X BUCK EMBEDMENT METAL I EDGE DISTANCEBY OTHERSI11311r:\,...4111.11-44 STRUCTURE B REMOVED MONOUTHIC GLASS 08/12/16 R.L. BY OTHERS ; 1/4" MAX, L_' SHIM SPACE %� / MAX, ,_ • '"= 1 4" BACKER ROD & = SHIM SPACE 1111!" APPROVED SEALANT II ►� BACKER ROD &BEHIND FLANGEll-'I� APPROVED SEALANTIII I #10 WOOD SCREW BEHIND FLANGE ' #10 SMS OR' SELF`DRILLING • INTERIOR IIIII SCREW' EXTERIOR #10 WOOD SCREW EXTERIOR1. INTERIOR • NOTES: 10 SMS OR 1,INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BACKER ROD & jYll NOT SHOWN FOR CLARITYAPPROVED SEALANT f II+ 1 4" MAX. 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EMBEDMENT •' .• -• ' .. • ff." ! 4. , ; b4. . • •. ., OPTIONAL OX BUCK ' .4 r 1/4MIN. "" .•. • 4 .1 .• . - ' • -• '4' . EMBEDMENT SEE NOTES 3 - 7 - . SHEET 1 -.I - .. .m.gtig 1 . CONCRETE/MASONRY 1, " • ..11.11,11/4,, mAx. i . , BY OTHERS ' — 1/4" MAX. — . i BACKER ROD OPTIONAL.I X BUCK SHIM SPACE & APPROVED HE ' SHIM SPACE 'SEE'NOTES,.3 - SHEET '1 SEALANT . INTERIOR I 3/16" TAPCON • 3/16" TAPCON • ' .4'•% ! , • , • ' , EXTERIOR INTERIOR . , Ilisic Dr 1_ ' ' 4 BACKER ROD 3/16" TAPCON 21/: . . .• . .. . .. i • : .?'•': '•r ' 1.--'-' . . & APPROVED EMDIGNE SEALANT rille I1/4" MAX. ,DISTANCE • ;• '• • — : - •.. „. .. EXTERIOR • OPTIONAL ix BUCK 1 SHIM SPACE SEE NOTE 3 - 7 0111111 I. ' • '•-4. . BACKER ROD • . . SHEET 1 .1 0.,.____=,.1. , & APPROVED 1 . .1......110100- . SEALANT , ' CONCRETE/MASONRY -.. aillikiaillaill. I JAMB INSTALLATION DETAIL BY OTHERS .. •••4 . I.• ;.. .• • .11 • I .• 1 1/4" MIN. CONCRETEMSONRY INSTALLATION ' . ...,,.,.* ... , t.," . -,• s: , ** .' F.. 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REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING 1 1/4" MIN 3/4" A11N A REVISED INSTALLATION DETAILS 05/12/15 R.L. OR 2X BUCK ' •EMBEDMENT METRE I I EDGE DISTANCE B REMOVED GLASS os/12/16 R.L. BY OTHERS STRUCTURE `I �1 a BY OTHERS 1/4" MAX. I! SHIM SPACE _____= 1 1/4" MAX. J i j BACKER ROD & „) r. Al �• SHIM SPACE •c�„ APPROVED SEALANT III'�� BACKER ROD & [I_Ii . ,■, • • BEHIND FLANGE 111 RIGID FILLER APPROVED SEALANT - t/ RIGID FILLER #10 WOOD SCREW BEHIND FLANGE I X10 SMS OR SELF DRILLING INTERIOR SCREW EXTERIOR rNTERIOR • /�10 WOOD SCREW EXTERIOR #10 SMS OR SELF DRILLING NOTES: RIGID FILLER SCREW1.INTERIORANDEXTERIOR FINISHES,BYOTHERS, BACKER ROD & NOT SHOIVN APPROVED SEALANT I=I r 1/4" •MAX. BACKER ROD & f v RIGID.FILLER • 2.PERIMETERANOJOINT SEALANT'BYOTHERSrOBE BEHIND FLANGE ■-I�;;;� SHIM SPACE APPROVED SEALANT II Il 1.1 I'• _ �tiar !._ r I BEHIND FLANGE 1 ,9 1/4" MAX. DESIGNED IN ACCORDANCEWlTHASTME21f2 WOOD FRAMING • P'I����A%I r SHIM SPACE OR 2X BUCK piiiisHIIIMI- IEMBEDMENT METAL , ,, ,,BY OTHERSSTRUCTURE BY. OTHERS �I • 1/2" MIN I 3/4" MIN EDGE DISTANCE •, EDGE DISTANCE' •VERTICAL CROSS SECTION VERTICAL-CROSS SECTION' WOOD FRAMING OR 2X BUCK INSTALLATION METAL,STRUCTURE INSTALLATION.. • 1 1/4" MIN. 1/4" MAX. 1/4," MAX. EMBEDMENT -1 SHIM SPACE SHIM SPACE WOOD FRAMING RIGID FILLER OR 2X .BUCK �.0 RIGID FILLER • BY OTHERS INTERIOR 0 INTERIOR ,�10 WOOD �10'SMS OR G ' SELF DRILLING I SIGNED: 11/03/2016 SCREW II SCREWS Il ,.,. MI WINDOWS AND' DOORS, LLC Awtii1iii,� - 1/2,. MIN, IA _ 3/4? — ; 1 650 W:'MARKET ST: ' , �����5.R 10,��/i� EDGE DISTANCE ►4MIN' ; / GRATZ; PA 17030. J 9`i� -- � EDGE DISTANCE : �/ ►� �,\CEks' s• ' r 185 PICTURE'WINDOW' *• �•• .,......„,,,3_61,-0,-,ExrERIOR • 96" X 60" IMPACT � .... 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BACKER ROD L.=—''�1 1/4" MAX. : >a SH:M SPACE & APPROVED ll"�1 r", SHIM SPACE OPTIONOT 1X BUC7 l SEE NOTES 3 - 7 • SEALANT SHEET 1 , RIGID FILLER I RIGID FILLER a 3/16" TAPCON 3/16" TAPCON • • INTERIOR • - ■ • EXTERIOR INTERIOR ,i,,„,,,,,,„,,„,,,,Il re..” - 3 BACKER ROD 3/16” TAPCON 2 1/2" • �1 �r_ & APPROVED RIGID FILLER MIN. :Q •• /4.--1 • SEALANTEDGE _�� ' OE I=11 " I . DISTANCE • ' EXTERIOR OPTIONAL 1X BUCK 1/4" MAX. ■cl�S� SHIM SPACE .a, SEE NOTE 3 — 7 f►�i 72.4�/I BACKER ROD SHEET 1 I , _� • SEALANT APPROVED I� JAMS INSTALLATION DETAIL CONCRETE/MASONRY ��;I`� -� BY OTHERS 4. . • CONCRETE/MASONRY a 1 1/4'.' MIN. ' •• •• • • °° EMBEDMENT • • e 2 1/2" MIN. SIGNED:11/03/2016 EDGE DISTANCE MI WINDOWS AND DOORS, LLC • ���'W11Iil,1 CONVECAETE/MASOTICAL �YINSTALLATION S SECTION 6GRATZ, PARKET 17030T �... OE•. it/- V ' \G. S ,'G 185 PICTURE WINDOW ic, 001" it 96" X 60" IMPACT — :i//'t�( FLANGE INSTALLATION DETAILS WITH RIGID FILLER A� STATE OF ,�` NOTES: DRAWN: ,DWO NO. REV ��� '�CORI%)V VAT::: 1. .. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, /FS• G • 2.PERNOT IOMETER AND JO NT SEALANT BY OTHERS TO BE SEALS DATE 08-01613ITY. 9EB ////S�O�A`I�t�\��� NTS 06/04/12 7 OF 12 DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOMAS PE. LuIs R. Lomas P.E. • 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.: 62514' . 434-688-0609 dlomai@lrloruspo.com i • 7r.4-•..;-m-.::,.u--x-.�«r •..,a..-<...a.• _ _.. _.-.. .. -_..,.. _. _ .. _ . - ._ ..r...- -,- . _ - . . _. ._,.. - __ __.,„. .. . ?.. _•. _ + 1 , , REVISLONS 1/2" MIN. EDGE DISTANCE REV DESCRIPTION DATE APPROVED WOOD FRAMING 1 3/4" MIN A REviSED INSTALLATION DETAILS 05/12/15 R.L. OR 2X BUCK EMBEDMENT STRUCTURE r=li.-"‘ Ilq11.1.Ill 1 1/4" MIN. METAL EDGE DISTANCE B REMOVED MON0LITHIO GLASS 08/12/16 R.L BY OTHERS BY OTHERS ,,:: ve 1 11.1 1 SHIM SPACE , 1........___ „„„:,..._____ \........,• s....,- s ‘-!' MIA nl ' I 1/4" MAX. 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EMBEDMENT SHIM SPACE SHIM SPACE WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR INTERIOR 00 SMS OR 1 #10 WOOD SELF DRILLING SCREW SCREWS ' er,,,,iir41 01 LIMO.. SIGNED:11%03/2016 EDGV , 0111111// 3/4E;1111MI WINDOWS AND DOORS, LLC CE;I i CI ' \a, R. L 0///" MIN. 650 W. MARKET ST. N.,.•.. ... ' —. •4 r2 ' , 1 _=•,.........-_—... EDGE DISTANCE GRATZ, PA 17930 . •.,,.::....,A V,Elf,s..•.11p,;,...- '- - - EXTERIOR ..." ......—_-, '— EXTERIOR 185 PICTURE WINDOW 96" X 60" IMPACT ::.--**4064i=k-1 _ 7...1.0 • — 1:e— BACKER ROD & METAL BACKER ROD & , FINLESS INSTALLATION DETAILS 1=73 ' TAT OF •4./Z.—. APPROVED SEALANT STRUCTURE APPROVED SEALANT BEHIND FLANGE BY OTHERS BEHIND FLANGE DRAWN: DAD NO. , V.L. 0841613 7 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL SCALE NTS DATE 06/04/12 s 8 OF 12 w-Er ..:."'":9.1014.4R1-.ICCIt‘r 48111110 WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION , ' L.ROBERrO LOMAS PE. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 271323 4344880609 tilomas@ttionispe.com FL No.: 62514 4114* . , 1 REVISIONS REV DESCRIPTIONS DATE APPROVED A REVISED INSTALLATION DETAILS 05/12(15 R.L. B REMOVED MONOLITHIC GLASS 08/12(16 R.L. 2 1/2" MIN. EDGE DISTANCE CONCRETE/MASONRY 1 1/4" MIN.• BY OTHERS < • EMBEDMENT 4 a ° 1 1/4" MIN: OPTIONAL 1X BUCK 4 < e ,, =s. , ' , •a. : EMBEDMENT CONCRETE/MASONRY 1 p.. SEE NOTES 3 - 7 �; �' •"• „' ' a BY OTHERS •a • • SHEET 1 ;� BACKER ROD L JI 1/4 MAX. J 1/4" MAX. OPTIONAL 1X BUCK off. SHIM SPACE & APPROVED -� SHIM SPACE SEE NOTES 3 —`7 SEALANT ill�� SHEET 1 3/16" TAPCON . 3/16" TAPCON • <•rii1� INTERIOR INTERIOR EXTERIOR ® 1"""""""', "".••• ••,1! BACKER ROD 3/16" TAPCON > & APPROVED _ � 4 . ;:I SEALANT � 2 1/2" MIN, 'a • o _ —�" ' I') �� I1^, 1/4'' MAX. EDGE DISTANCE .•o. •. . EXTERIOR OPTIONAL1X BUCK nl'�j`. r1 r SHIM SPACE '.• .- SHEET 1 + SHEET 1 __11 -- - BACKER ROD Sc CONCRETE/MASONRY —4. APPROVED SEALANT ° ••' MIN, BEHIND FLANGE BY OTHERS • •'4, 1 1/4" n • • _ a EMBEDMENT. °'• e; a. ■. , JAMB INSTALLATION DETAIL CONCRETE/MASONRYINSTALLATION- _ 2 1/2" MIN EDGE DISTANCE SIGNED 11/03/2016 VERTICAL CROSS SECTION CONCRETE/MASONRYINSTALLATION MIWINDO65OWS ANDW.NNK DOORS, LLC` \\\\\\5th I1� /,1, ARET ST. GRATZ, PA 17030 :v 4ENS 40S. 185 PICTURE WINDOW • *�%�1 0..8251 * 96" X 60" IMPACT :=73 �` FINLESS INSTALLATION DETAILS ��o+, $TAT OF NOTES: DRAWN: _ DWG-NO, - REV i1.�''' ..''COR1OP•\-.* NOT SHOWN FOR CLARITY FINISHES,BY OTHERS, SCALE NTS DATE 06/04/12 .08IsxEET93 OF 12 B ��ssj�NA11E�G`\� 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 c, ORD RTO LOM MLLE Luis R.-Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL N o.: 62514 434-688-0609 Alama4Mamaspa.00m „ . • 1/2" MIN. - _ = REVISIONS EDGE DISTANCE REV' DESCRIPTION DATE APPROVED WOOD FRAMING kit= = 1 1/4" MIN. 3/4" MIN A, .REVISED INSTALLATION DETAILS 05/12/15 R.L. OR 2X BUCK METAL I EDGE DISTANCE • • BY OTHERS EMBEDMENT STRUCTURE B REMOVED MONOLITHIC GLASS 08/12/16 R.L. BY OTHERS 1/4" MAX. ,c,„____ __:.::.____- - \.....�......u...<..r...........,` SHIM SPACE , r�J 1/4.. MAX. �� BACKER ROD & `II I 'I SHIM SPACE 17.31 APPROVED SEALANT lU I ill I^ BACKER ROD & ■, 111 RIGID FILLER AppROVED SEALANT I BEHIND FLANGE BEHIND FLANGE ! RIGID FILLER 1 I #10 WOOD SCREW I #10 SMS OR SELF DRILLING INTERIOR SCREW EXTERIOR INTERIOR #10 WOOD SCREW EXTERIOR (ATO SMS OR SELF DRILLING NOTESi BACKER ROD & RIGID FILLER SCREW 1.INTERIOR AND EXTERIOR FINISHES,,BY OTHERS, 111 NOT SHOWN FOR CLARITY. APPROVED SEALANT 1/4" MAX. BACKER ROD & - , • RIGID FILLER BEHIND FLANGE / 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE. APPROVED SEALANT 11 I��,z� SHIM SPACE (=J ,■� DESIGNED INACCORDANCE WR'HASTTdE2112 9 BEHIND FLANGE I � � 1 r:1.� ��1���� /4" MAX. WOOD FRAMING ' >-- I ILi��al • `SHIM SPACE • OR 2X BUCK 1 1 1/4' MIN. METAL , =:,1r� BY OTHERS ? EMBEDMENT STRUCTURE' ��f • —..1111111111` BY OTHERS ; g EDGE DISTANCE `k 3/4' MIN EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1 1/4" MIN. 1/4" MAX. 1/4" MAX. EMBEDMENT r.SHIM SPACE SHIM SPACE' ' WOOD FRAMING "/"' OR 2X BUCK 11/41111:TI. RIGID FILLER BY OTHERSINTEAIOR #10 SMS OR i RIGID FILLER#10 WOODSELF DRILLING'SCREW 4 I INTERIOR SCREWS 4I�'�,_ SIGNED:11/03/2016 �� '•ill�,,1s„1,,.V■ MI 'WINDOWS AND DOORS, LLC ottri1►i//� EDGE12DISTIN. AiklANCE a Jo 1 i /r„__ 650 W. MARKET ST. \\ 12 R"1.D-//i —1 3/4" MIN. $ M GRATZ, PA 17030 • J O .. ,E .S• cp l� EDGE DISTANCE `v,'�\G N �. EXTERIOR �'._� I 185 PICTURE',WINDOW *• o.,S251 r*S. EXTERIOR 96" X 60" IMPACT — • (� "u� FINLESS INSTALLATION DETAILS WITH RIGID FILLER BACKER ROD Be METAL �� BACKER ROD & • �.0 TATE OF "�` APPROVED SEALANT STRUCTURE APPROVED SEALANT DRAWN: ' DWG ND. REV %3. .(AGORIOP G' V L. 613 JAMB INSTALLATION DETAILBEHIND JAMB BY OTHERSJAMB INSTALLATION DETAIL FLANGE SCALE NTS DATE 06/04/12 081 ET 10 OF 12 B ,//7Su�NA 11 ?\• WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION L ROBERTO LOMAS PE. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NC 27023 FL No.:. 62514 434-688-0609 Plomes@lAonuspe.00m I. • ÷ ' REY45d0N5 REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 05/12/15 R.L. B REMOVED MONOLITHIC GLASS 08/12/16 R.L. 2 1/2" MIN. EDGE DISTANCE 1 . 1 1/4" MIN. CONCRETE/MASONRY EMBEDMENT BY OTHERS , • *.• .: �..,'• 4 . .+ • .5 1 1/4" MIN. .y.. .. OPTIONAL 1X BUCK ' e a,. . ' • " • ' 'd:'• EMBEDMENT CONCRETE/MASONRY ° , SEE NOTES 3 — 7 • ..`'+ a BY OTHERS _ Q, ' SHEET 1 ����� ,,,� t • _��1'">_� I ° mi,,, =�_�;__ 1/4" MAX. i..,i 1/4" MAX, . OPTIONAL iX BUCK < • ° SHIM SPACE BACKER ROD SHIM SPACE SEE NOTES'3 — 7 . & APPROVED SHEET 1 q' RIGID, FILLER' SEALANT IIIA;�� I •' RIGID FILLER a %. 3j16" TAPCON 3/16" TAPCON •'''' a• ��!"� INTERIOR INTERIOR thi ' mil{�qj'. EXTERIOR __� BACKER ROD 3/16"TAPCON °_ r".41 BACKER -' & APPROVED RIGID FILLER . we— 2 1/2" MIN, 'p • ''''""..1.:-1'4=21!', If '; SEALANT 1111:1( .I [SHIM MAX EDGE DISTANCE 9. •. EXTERIOR OPTIONAL 1X BUCK s.i� I SHIM SPACE ° SEE NOTE 3 — 7 k1 %/1%I •• . SHEET 1 I! ■r �— �-.i BACKER ROD•&'�� + APPROVED SEALANT CONCRETE/MASONRYMilInigI—I BEHIND FLANGE BY OTHERS • •• •••! : a• • " 4 1 1/4" MIN, EMBEDMENT ti a. .• ° :•• JAMB.INSTALLATION DETAIL ` ° d'' a." �'• • ', CONCRETFIMASONRY INSTALLAT70N I2 1/2" MIN ...EDGE DISTANCE - SIGNED:11/0312016 VERTICAL CROSS SECTION MI WINDOWS, AND DOORS, LLC \\ iriIa/il� CONCRETE/MASONRY INSTALLATION 650 W. MARKET ST. `.�,N\ .`�yfi GRATZ,, PA 17030 v.'•s,,. •,0:s'� 185 'PICTURE WINDOW` *.;40461 * i 96" X''60" IMPACT = . FINLESS INSTALLATION'-DETAILS WITH RIGID FILLER 9�3 TAT-0 l W� iO. , W� 'DRAWN:' DWG.NO, REV. .I'��•'�CQRIOP.ds. NOTES: V.L. 08-01613 B ' ///,SIoNACOkk\ ' I.lN7ERlOR AND EXTERIOR FINISHES,BY OTHERS, SCRLE NTS °A� 06 f O4 f 12 SHEET 11 OF 12 !�!!II(111 NOT SHOWN FOR CLARITY 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE L,ROBERTOLOMASP.E. Luis R. Lomas P.E. DESIGNED IN ACCORDANCE WITH ASTM 52112 1432 WOODFORD RD LEW/SWDE,NC 271323 FL No.: 62514 434.688-0609 rAomosOhio aspe.ctim -- -. , - REV1510N5 ._ _ . . REV _ DESCRIPTIONDATE APPROVED A REVISED I1!ISTALLATION DETAILS 05/12/15 R.L. B REMOVED MONOLITHIC,GLASS 08/12(16 R.L APPROVED SEALANT BEHIND FIN 1 1/4",MIN. EMBEDMENT #6 WOOD WOOD SCREW ���C � FRAMING IN BY OTHERS r Ilam�a�gn�„�t, 1/4" MAX. "` SHIM SPACE WOOD FRAMING 1/4" MAX 3/B" MIN � } �, ~SHIM SPACE • EDGE DISTANCE J Li IN BY OTHERS lI IJ'1: I g6 WOODIT ' SCREW , EXTERIOR INTERIOR 1 1/4" MIN. r INTERIOR EMBEDMENT• 1 --7.--.1Ellit-, ' 4 (IIIA 1 4,. MAX B EALANT ,, 4 EXTERIOR - I rA r SHIM SPACE . 3/8" MIN 7�J0- -F. EDGE DISTANCE I�'_�wllurlHm . 3/8" MIN E ► JAMB'INSTALLATION DETAIL EDGE DISTANCE �E�� WOOD FRAMING OR 2X BUCK INSTALLATION #6 WOOD WOOD SCREW FRAMING 1 1/4" MIN. BY OTHERS APPROVED EMBEDMENT .' ' SEALANT ' • BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION ' 1 SIGNED:11/03/2016 ' MI WINDOWS AND' DOORS, LLC' `1�1luul!l���. 6GRA Z, PA 170 0 �� rJ`"�GENS•.1.,p:ice 185.PICTURE WINDOW =*• o 6.1 • 96" X LAT IMPACT .o rf _ FIN INSTALLATION DETAILS ��3., TAT OF . NOTES: DRAWN: DWG NO. REV' '''.. .•' O�ts�G,OR��Q.'�,A\�� 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, sGLE DATE 08-01613I s12 OF 12 B ���i/siONAL1EN�\`� NOTSHOWNFORCLARITY NTS06 .04 12 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE L ROT3Egi0 LOMAS PE DESIGNED IN ACCORDANCE WITH ASTM E2112 1432Woo0FORORD WAVFLIENC27023 Luis R. Lomas P.E. 434-6880809 rAomss[nTLlDnaspe.Dvm 1 FL'No.: 62514.