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HomeMy WebLinkAboutProduct Approval-Windows 1 . V b)v Q Florida Building Code Online Page 1 of 3 f t� wa« • irons " u,. x k„:41,,,,,,,, trtrweizz,:ri-ofttv of,*.,,,,,,40$4.%41,42,4 '= 1 T�}y ''.sem. a P,fi 1) $�+ " t B ^ -dal.. ' ; . . ,� .. NA +i:_. i _ ;m .� 5' .'...i ' ',S£.ilN;F.3 tXto:. BCIS Home . Log In User Registration Hat Topics ; Submit Surcharge I Stats&Facts < Publications FBC Staff SCIS Site Map ' Links 1 Search dbpr a E. ,,i,Product Appr oval Product Approval Menu>Product or Application Search>Application List>Application Detail * q ,? FL* FL239-R25 ._n,,..' �., atm�. Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary: Comments Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive North Venice,FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized'Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis,FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative• ' Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified'By I i Product Approval Method Method 1 Option A 1 Date Submitted 12/08/2017 i Date Validated 12/20/2017 Date Pending FBC Approval I 1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8 CAEm... 2/20/2018 Florida Building Code Online Page 2 of 3 Date Approved 12/25/2017 Summary of Products FL# Model,Number or Name Description 239.1 SH-200(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239.R25 C CAC 17063002.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 09/01/2021 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063002.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 SH-600(Non-Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063007.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/26/2021 Design Pressure:N/A Installation Instructions Other: Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063007.pdf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports • Created by Independent Third Party: 239.3 SH-700(Large Missile Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 P,25 C CAC 17063008.0df Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration.Date Impact Resistant:Yes 03/26/2021 Design Pressure: N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 11 17063008.pdf (NOA)for product performance Information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 SH-800(Large Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063003.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063003.ndf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH-800(Small Missile Impact) Multi-Story Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063004.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes D5/03/2022 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 II 17063004.odf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 SH-5400(Non-Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R25 C CAC 17063006.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 07/30/2020 Design Pressure:N/A Installation Instructions Other:Please see Miami-Dade County Notice of Acceptance FL239 R25 11 17063006.ndf (NOA)for product performance information,anchorage Verified By: Miami-Dade BCCO-CER details,and anchor type,size,and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-5500(Large Missile Impact) I Vinyl Single Hung Window, - • https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquSIBu8CAEm... 2/20/2018 • • GENERAL NOTES:SERIES 200 NON-IMPACT SINGLE HUNG WINDOW DESIGN PRESSURE RATING IMPACT RATING' 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING VARIES, NOT RATED FOR CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HMV.). _ 49-VB" FOR ANCHORS IN SEE SHEETS IMPACT RESISTANCE VISIBLE LIGHT -CURVED HEAD, 2)SHUTTERS ARE REQUIRED WHEN USED IN WINO-BORNE DEBRIS REGIONS. �/ SEE SHEET 6. 52-1/6'BUCK WIDTH 49.1/8' 31 FOR MASONRY APPLICATIONS IN MIAMI.DADE COUNTY.USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY NO ANCHORS o N _y•,h^` VISIBLE LIGHT ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY REQUIRED M en `kss. B'MAX UNITS AND CONCRE IE WITH MIN-KSI PER ANCHOR TYPE,SEE TABLES 5&0,SHEETS 4 6 6. STRAIGHT HEAD. B I _� 3'MAX - r-"- 4)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 5,SHEET 4.ALL WOOD BUCKS LESS THAN 1-1/2"THICK - ' ARE TO BE CONSIDERED IX INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO • AA i` II C I1,-,............ ..,..._ _•._-_, ~ SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1.112'THICK OR GREATER.IX ANDD(BUCKS(WHEN USED)SHALL BE 8".MAX,FROM ---.--� __ 1 35.1/2' I j ` 1 VISIBLE DESIGNED TD PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE CENTER OF - - T - - - _ .____ _ _ RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. MEETING / I 2T LIGHT VISIBLE RAIL-i___ MAX.O C. TIP-TO il �� LIGHT5)ANCHOR EMBEDMENT TO BASE MATERIAL.SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF TIP-TOSUFFICIENT LENGTH AS SPECIFIED ON TABLES 5&6,SHEETS 4 d 5.NARROW JOINT SEALANT IS USED ON ALL FOUR_ -�_ _ _ �_- H�I�� I iCORNERS OF THE FRAME.INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR - _ An„ I _WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE BUCK CINSTRUCTIONS, — HEIGHT _I 77' • 8"MAX FROMMil 1 _ BUCK 6)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE CENTER OF- HEIGHT SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO MEETING RAIL / • RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 23' MAX,O,C, 1• I 7)DESIGN PRESSURES: L`IL-�— A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND GLASS PER ASTM 57300. 9'MAX. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TEST PRESSURE,FRAME ANALYSIS AND I r GLASS PER ASTM 01300. - 1 L___5 NO ANCHORS T L—r-p C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. - -REQUIRED IN SILL. 3'MAX. - - 62-1/8"BUCK WIDTH -- 6"MAX-0,0- 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE • -- 63-1/8"TIP-TO,TIP WIDTH REQUIRED DESIGN PRESSURE.THE 33 1/3%STRESS INCREASE HAS 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 TFIAT COME TYP.FLANGE FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (TESTED UNIT) (TESTED UNIT) FOR CORROSION RESISTANCE. 9)REFERENCES;TEST REPORTS FTL-6479;ELCO ULTRACON NOPL ELCO CRETEFLEX NOP;ANSVAF&PA NDS FOR WOOD CONSTRUCTION AND AOM ALUMINUM DESIGN MANUAL- , 10)THE 200 SERIES SINGLE HUNG WINDOW WAS FORMERLY KNOWN AS THE 4000 SERIES(FLANGE FRAME)OR 4001 GUIDE TO SHEETS: SERIES(FIN FRAME). • Meteda) Min.WFF I Mni -FU GENERAL NOTES 1 • NDOW SHAPES AND SASH CONFIGURATIONS AS SHOWN BELOW OR SIMILAR,MAYBE USED BY INSCRIBING THE Steel Screw 92 ksi 120 Iasi ELEVATIONS 1 SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 1&3. DESIGN PRESSURES......_._2&3 Elco UltraCon® 155 ksi 177 ksiPRODUCT REVISED WIDTH INSTALLATION,FLANGE.:.-......_.4 I-•-- WIDTH -'-I 410 SS Eloo CreteFlexEI 127.4 Eel 169.7 k61 INSTALLATION,INTEGRALFIN...S os complying with tho Florida ANCHOR QUANTITIES g Building Code `-" 6063-T5 Aluminum 16 kel 22 ksi NOA-No, 17-0630,02 ASS Steel 36 kW 58 ksi • GLAZING DETAILS..........._._._...-7 CORNER ASSEMBLY...._.............7 Expiration Date 09/0112021 l Cr,33 Steel Stud, 33 Ind 45 ksi ' - EXTRUSION PROFILES...............8 I PARTS LIST..................................0 By T Miam-D Product Control ' , HEIGHT 1-----T HEIGHT / -... _ i-5-0 l $' S `(((1111111171711,� Re0olon: 06/16/17-JR UPDATEDTO FBC 2017. EQUAL WE PRONEWIORIFI. 4RCHTOPPRWIEN/oNEL RAONsloeBOWL ure *:' No.69705 CODES/STANDARDS USED: 10 1 %/ *_- m •2017 FLORIDA BI111.DING CODE(FEC),611 EDITION �'�) 62. 1�7 •z z Deaa/ptlon: p`°"^By: •2014 FLORIDA BUILDING CODE(RIC),STH EDITION �Q�-., ST 0 !l,•/•t442 N.VENICE, LL3 z2 sOR1vE GENERAL NOTES$ELEVATION J ROSOWSKI •ASTM 51300.09 •ANSI/AFSPA NDS-2015 FOR WOOD CONSTRUCTION �ii��SS,F<�R.DP'•N���� (sa1)4aD•tsuD ' SH WINDOW INSTALLATION Octet 05/11/11 •ALUMINUM DESIGN MANUAL,A0M-2015 117r ONAL E (V COP1RISIRB 2017 •AISI 5100.12 III111111,I POrmlonR•IRG. ALL PIGHTS RasmrO Series/Model: Scale: Sheet Crowing No. Rev: ...MSC 350-10 A.LYNN MILLER,P.E. SH-200 NTS 1 OF 8 MD-SH200-01 D - _ P.E.#58705 CERT.OF.AUTH.529196 TABLE is TAaLE2: PRODUCT REVISED z . Monolithic Glass Types ns complying with the Florida Maximum Design Pressure(lbs/ft)for Glass Type A, Fin&Flange Frame yP Building Cede Window Sash Height' A 1/8"Annealed NDA-No. 17.06 30.02 He ght' (see Figure A,this sheet) Maximum Window Width' B 1/6"Tempered Eepiratlen Dote 09/01/2021 19-1/8" I 26-112 33" . 37" 41" 45" 49" 53-1/8" C. 3/16"Annealed By Mien rs+u 23" 11-9116'(Equal Lite) +55.0 -90.0 +55,0 -99.0 +55.0 -90.0 +55,0 -90.0 +55,0 5 .0 + 0.0 +55.0 -90.0 +55.0 -9055.0( 5Minm0.0 product control 1 , D 3116"Tempered under 18-9/16" -+55.0 -90.0 +55.0 -90.0 +55.0' -75.2 +55.01 -65.5 +55.0 -57.3 +502 -50.2 +44.8 -44.8 +39,9, -39.9 E 1/4"Annealed 37" 1B-9/16"(Equal L1(e) .+55.0 -90,0 +55.0 -90.0 +55.0 -64.2 +55,0 -74.5 +55.0 -66.5 +55.0 -61.0 +55,0, -57.7 +55.0 f -55.0 F 1/4"Tempered mer 18.9/10" 1,+55.0 -90,0 r -90.0 +55.0 -75.2 t -65.5 +55.0 -57.3 +50,2 -50.2 +440 -44.8 +39.9 9.9 under 15-7/8" .+55.0 -90.0 +55M -73.4 53.6 +55.0) -59.9 +50.0 1 -50.0 +44,51 3 -44.8 440.0 l -40.0 8" 15-7/8"thru 19316"7 1+55.0 -90.0 t -90.0 +55.0 -78.7 +55.0 -68.0 +55.01 -58.5 +51.1, -51.1 +45.9 -45.9 +41.31 -41.3 TABLE3: 19-1/4"(Equal Lite) +55.0 -90,0 +55,0 -90.0 +55.0 -82 +5 7 5.0 -72.6 +55.0( -63.5 +55.0 -57.9 +54.2 -64.2 +51.51 -51.5 Insulated Glass Types over 18-1/4' r 00,0 +55,0 -87.1 +55.0 -73.4 +5533 -63.8 +55,056.8 +540 •50.0 +44,8 44.8 +40.0 110.0 G 1/8"Annealed,1/4"Airspace,1/8"Annealed under 19-9/15" -81.5 +55.0 -72.3 +55.0 -61.3 +55.0 55.3 +50.5 1 -50.5 +45.8 -45.8 +420 -42.0 +38.7 58.7H 3/16"Annealed,3/46"Airspace,118"Annealed F, 19-9/16"thru 22-1/2"' +55.0 -90.0 +55.0 1 -57.9 +55.0 i -74.0 +55.0 -64.3 +55.0 -56.9 +50.1 -50.1 +44.8 -44.8 +40.0 40.0 a 45" 1 1/8"Tempered,1/4"Airspace,1/8"Tempered 22.9/16'(Equal Ole) +55.0 -90.0 +55,0 -90.0 +55.0 -78.8 +55.0 -68.1 +55.0 -58.5 +511 -51.1 +46.01 -46.0 +41.41 -41.4 J 3/1B'Tempered,3116"Airspace,1/e"Tempered mer 22-9/16" '+55,0 -81.5 +55,0 -72,3 +55,01 -61.3 +55.0 -55.3 +50.5 -50.5 +45,8! -45.8 +4201 -42.0 +3071 -38.7 under 20-1/0" +55.0 -71.6 +55.01 -62.8 +55.01 -55.4 +50.3 -50.3 +45.91 -45.9 +41,7' -41.7 +38.9' -38.9 +36.2 1 -36.2 '`-' Y ❑ 49' 20-1/8'thru 24-1/2"' 1+55,0 -90A +55.0 -82.5 +55.0 -09.5 +55.0 -01.6 +55.0' 55.4 +49,3 -49.3 +44,5 -44.6 +40.0 -40.0 Z "°y 245/16'(Equal Llte) +55.0 •940 +55,0 -940 +55.0 -76.4 +55.0 56.5 +55.0 ZUMICI1 50.4 +45.0, -45.0 +40.1 -40.1 FIGURE A:SASH cr d q r. 0 O CROSS SECTION 4 5 O CO O over24-9/16" +55.0 -71.8 .+55.0 -62.8 r 55.4 +50.3 50.3 +45.91 -45.9 +41.7 -41,7 +38.0 -38.9 +36.2 36.2 (WITH MONOLITHIC N r W w �1ro p under 20-13/16" +55.0 .67.8 +55.0 -59.9 -53.3 +48,5 -48.5 +44.1 -44.1 +4021 -40.2 +37.6 -37.6 +34.8 34.8 GLASS) O cue to 2 u) 20-13/16"thru 255/16"' '+55.0 -89.6 +55.0 -80.3 t+55.0 -67.7 I t -60.8 +54.7 Si•2 +49,01 -49.0 +44.2 44.2 +40,01-00.0 + o LL a z. --3 Q, 50-5/8" =ul a_ uww0 253/8"(Equal Lite) +55.0 I -90.0 +55.0 -90.0 +55.0 -75.4 +55.0 -65.7 +55.0 -57.4 +50.3) -50.3 +44.9 -44,9 +39,91 -39.9 0 U'T ,,o Z mer 253/0' '+55.0 .67,8 +55.0 -59,9 453.3 -53.3 +48,5 1 48,5 444.1 -44.1 +40.2 I -40.2 +37.6 -37.6 +34.8 34.8 ,1 F W 0 ."N under 24-15/16' `+55.0 -56,0 +43.8 -43.8 +41.9 -41.9 +39,1 f -35.1 +36,0 1 38.0 +32,61 32,6 +30.0 -30,0 +27,6 -27.6 ti>o -s tcc-{{ amo 61° 34-15/16'thru 30-1/2"' I+55.0 -75,0 +55,01 -66.0 +55,0 -57.4 +51.9 -51,9 447.4 f -47.4 +43.2 -43.2 +39.9 f -39.9 +37.3 -37.3 Z Q J � 30-6/16'(Equal Lite) +55.0 -87,9 +55.0 -75,8 +55.0 -68.6 +55.0 -59,7 +53.5 -53.5 +48.7 -48.7 +43.9 -43.9 +39.91 9 VISIBLE LIGHT SASH --I 0 HEIGHT HEIGHT I- CV over 30-9/16" +55.0 -67.6 +55.0 -59.9 +53.3 1 53.3 +48.5 -48.5 ..+53.5 ' 39,+44.1 -44.1 +40.2 -40.2 +37.6# 37.6 +34.8 34.8 = SASH HEIGHT-3-0116" �® E' 2 Z 1""vs under 25-3/4" - +54.7 -54,7 +41.2 -41.2 +40.3 1110.3 +37.8 37.8 +34,6 34,6 +31.3 31.3 +28.9 •28.9 +26.5 -26.5 • W 63" 253/4"thru 31-1/2"3 l 455,0 -72,0 +55.0 53.2 +55.0 -55,7 +50,5 -50.5 +46.1 -46.1 +41.91 -41.9 pm -39.0 +30.3 30.3 lir lYg31.9/16'(Equal Lite) +55.0 -83,9 +55.0 -71.7 +66.0 -64.8 +55,0 58.2 452.4 -52.4 +47.9 -47.9 +43.3 -43.3 +39.7 39,7 a O ,? ower31.9/16" +55.0 -87,8 +55.0 59.9 +53.3 53,3 +48.5 -48.5 +44.1 -44.1 +40.2 -40.2 +37.0 -37,6 +34.8 34.8 p (Z9 Z O O Under 293!4" r+53.3 •53.3 +39.7 -39.7 +39.1 39.1 +36.7 -36.7 +33.4 33.4 +30.3 -30.3 +28.0 -28.0 +25.81 -29.8 nr-- . cV 293/4"thru 36-1/2" +55.0 -61.0 +52.0 52.0 +48.2 -482 +44.0 -44.0 +40.1 -40.1 +37.0 -37.0 +34.1 1 -34.1 +31.4 31.4 /1,,,,, " W 2 Z 73" - 0 fn 03 36-9/16"(Equal Lite) +55.0 -68.3 +55,0, -56.3 +521 -52,1 ® -51.5 +47.0 -47.0 +42.7 -42.7112 -39.8 +37.0 -37.0 ari!i -saa "a!+rs over 36-9/16" +55.0 -67,B +55.0 -58,3 +521 -52.1 148.5 -48.5 +44.1 -44.1 +40.2 -40.2 +37.6 -37.6 +34.8 -34-B 0,111n11jrrr under 31-3/4" +53.3 -53.3 +39.7 -39.7 +39.1 -39.1 +36.7 -35.7 +33.4 -33.4 +30.3 -30.3 +28.0 -28,0 +25.8 -25.8 ,•`1 y LYNN 7j/i ■*� .,oN.-,.......Mi,, 78" 31-3/4"thru 39"' +55.0 -58,3 +48.0! -08,0 +45,2 -45.2 1 -41,2 +37.9 -37,9 +34.8 -34.6 ® -31.7 +29.5 -29,5 ,%CENSE (�, q=: .,-P 39.1(16"(Equal Lite) +55.0 -82.5 +60.8 -50.8 +46,3 -08.3 +45.2 -05.2 +44.2 -44.2 +40.3 -40.3 +37.7 -37.7 +34.9 34.9 NOTES No.58705 'Tip-to-41p dimensions for flange windows shown.For tin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS THAT ARE GLAZED WITI11r0' ='O zOwerall sash height.For clear daylight height,subtract 3-9/16", ANNEALED GLASS(TYPE Al. /7-i' 'Slzc range Includes the standard Pro-View(3-mer-2 coneguralion)for the pen Window Height. ATE OF W 2)FOR SIZES NOT SHOWN,ROUND UP TO THF.NEXT AVAILABLE WIDTH _ Fur merall sash width,subtract 2-15/16"from the buck dimension. % •.-FLORIDN,••• \,. OR HEIGHT DIMENSION SHOWN ON THE TABLE. i .•••• (.� ''/Ss/0NAILi1EN.�. WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53'. A.LYNN MILLER,P.E. P.ES 5070S • INSTALLATION DETAILS FOR FIN FRAMES — EDGE DISTANCE EDGE DISTANCE EDGE TIP.ANCHOR TYPE,EMBEDMENT AND EDGE 1/4"MAX SHIM DISTANCE DISTANCE -.- 1!4'MAX SHIM EDGE DISTANCE PER SUBSTRATE,SEE TYP.ANCHOR TYPE, TABLE 6,THIS SHEET I/ I EMBEDMENT AND EDGE 2XWOOD,SEE2XWOOD, I` DISTANCEPERSUBSTRATE,�� lip NOTE2THIS 2X WOOD,SEE NOTE 2,THIS SHEET SEE NOTE2, SEETABLEs,THISSHEET. SHEET INSTALLATION EMBEDMENT OPTION 5 1 ' EMBEDMENT + THIS SHEET • HORIZONTAL SECTION C-C CURVED HEADER liEN 2X WOOD, EDGE _.___ _ EDGE ��� SEE NOTE 2, INSTALLATION DISTANCE j _�_ DISTANCE _����� THIS SHEET 26 0—. pT ANCHOR(SCREW) f���,;�K'► I°� f THROUGH THE FIN } EDGE - Cj EDGE I i lir ,12 ��, 10� —_.._. EMBEDMENT DISTANCE -i= J DISTANCE \ __ I _ _ _ �- .. —I - _ EMBEDMENT ''��11 \ 1 � 1 1/4"MAIC SHIM 1/4"MAX SHIM 1_-__.. I ll._.. _38 �� -I 6 TYP.ANCHOR TYPE, _-) —. EMBEDMENT AND i ___ TYP.ANCHOR TYPE, __ _ 1.468" \_EDGE DISTANCE ' 4 EMBEDMENT AND EDGE—/ �= (24 INSTALLATION • PER SUBSTRATE, DISTANCE PER SUBSTRATE, .--- -.-----.=-=\\ OPTION 6 I SEE TABLE 6,THIS INSTALLATION �O 1 SEE TABLE 6,THIS SHEET. r 64 INSTALLATION ANCHOR -- 1 I� SHEET. - INSTALLATION OPTIONS �2.9� (NAIL)THROUGH THE FIN VISIBLE 3B OPTION E INSTALLATION q3 EXTERIOR I HLIGHTEIGHT II \ 60 30 STRAIGHT HEADER ANCHOR(SCREW) VISIBLE LIGHT WIDTH ----► IIII __ �� INSTALLATION ANCHOR THROUGH THE FIN BUCK WIDTH T 41 INSTALLATION 29 •(NAIL)THROUGH THE FIN I MULLION SECTION �_ EGRESS FORMULAS r ;r EDGE DISTANCE _ 0 ` Mks DADS APPROVED MULLION,MAYBE III I U� (EQUAL-LITE) •��� VERTICAL OR HORIZONTAL.MAX. ` ( 'MOTH:BUCK WIDTH•3" • 1/4"SHIN,SEE SUBSTRATE �I B 1 HEIGHT:BUCK HEIGHT/2-5-13/16" EXTERIOR . �( \ • INSTALLATION / PROPERTIES,TABLE B,THIS SHEET. 2.751' <1 ._ USE EITHER OPTION 7 VISIBLE LIGHT FORMULAS • LATCH(#29)OR INSTALLATION D, BUCK BOTTOM LOCK ANCHOR(SCREW) / 1/4"MAX.SHIM EXTERIOR 6 (EQUAL-LITE) HEIGHT ]/ • 32-35 (#I1).TESTED THROUGH THE FIN % WITH FIN WIDTH(SASH):BUCK WIDTH-4-1/18' 0 e1 UNIT LOCATION: REMOVED HEIGHT:(BUCK HEIGHTFIXED):BUCK '6-1/161/1 IIS i 6-5/8"FROM Baa __—� �, I� VENT END. #10 STEEL TABLE 6: II SELF-DRILLING ly) MI n.Edge Mtn, VISIBLE 11 O EMS(G5) 'Y Anchor Substrate i/IJ/jDlstence Embedment LIGHT I 36 /s%7 _. HEIGHT � 2-1/2"x.113"Box Nail _ P.T.Southern Pine(SG=.55) 1/2" 2-7/16" 2-1/2"x.131"Common Nall P,T.Southern Pine(SG=.55) 9/16" 2-7/16" PRODUCT REVISED II 11 as complying with the Florida. )�,�a EXTERIOR 2-1/2"x.145'Rooting Nail P.T.Southern Pine(SG=.55) 9/16" 2-7/16" Building Codo 17-0630.02 S LI_,.. - •fl 31 P.T.Southern Pine(SG=.55) 314' 1-3/8" NOA-No. V l- Aluminum,8063-T5 min. 3/B" 1/8" Expiration Date 09/01/2021 . 43 #10 Steel SMS Srrew(G5) i ALUMINUM/S7EEL FRAMING OR STEEL Steel Stud,Or.33 min. - 3/B' 0.036 2.254' 31 — 20 STUD.SEE SUBSTRATE PROPERTIES, By—F/ ' �� TABLE 6,THIS SHEET. A36 Steel 3!8' 1!8" Miami- - raduct Control -{5 I NOTES 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE\/ 1)USE ONLY SUBSTRATE 2)FOR STEEL STUDS.MIN.FU=45 KSI,MIN FY=33 KSI. - 1 i— 1/4"MAX SHIM APPROPRIATE ANCHORS LISTED 11�1I�I I I I r r! /rr Ravisloe' '�� ON TABLE 6 OF THIS SHEET. s�� NY LYNN /,, t 0...........!t1 TYP.ANCHOR TYPE. -I FOLLOW EMBEDMENT AND EDGE P., . EMBEDMENT AND EDGE EDGE DISTANCE LIMITS.ANY ^��DISTANCE PER SUBSTE, --- ANCE INSTAATION OPTION SHOWN No.58705MAY BE USED ON ANY SIDE OF THESFFTABLE 6,THIS SHEET. ]J JJ C� + EDGE WINDOW.DISTANCE - * DescriP6an: INSTALLATION J_ —�J 2)2XWOODFRAMINOORBUCK. �1 ,4( 1-2�Iq._:. I vEwCHFOaOGYDRIVE FIN FRAME INSTALLATION DETAILS J ROSOWSKI 1-1/2" • THICK OR GREATER. • . O ' STATE F Dote: OPTION 6 EMBEDMENT -- '� ��.cos•.,F[ORLD1..•'G\��� (941)480-16x3 SH WINDOW INSTALLATION 05/11/11 INSTALLATION ANCHOR 2X WOOD,SEE NOTE 2,THIS SHEET 3)VISIBLE LIGHT WIDTH OR HEIGHT i elr (NAIL)THROUGH THE FIN (ALSO REFERRED TO AS DAYLIGHT '/.,`S/ONAL lE`-,�� PGT MUMMER,inc. Serieq/AlvdeF, Scab: Shoot: Orowhg Na. Rer. OPENING)IS MEASURED FROM q,X1141 ISS1ILILER,P.E. ALL mann RESERVED— VERTICAL SECTION D-D BEADING TO BEADING. P.E.#58705 CERT.OFAUTH.#28288 SH-200 NTS 5 OF 8 MD-SH2O0-01 D a O� Z2 o * 'r Z. 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R1 a�i is _f-;% m U o Co = CERT.OFAUTH.#29296 ALL RIGHTS RESERVED 0 .43 o �B i m ,. ..�1;, `" "....•`; .a ANCHOR SPACING o 05/05/11 D c b en w i19‘ �'�;'vFER *'�'�`^� o SH WINDOW INSTALLATION kJ ROSOWSKI o c o° ��"'""'`ti1�� N SH-200 g NTS 6 OF 8 h' MD-SH200-01 a D - - ' N /�� PRODUCT REVISED V ns comp)yIng with the Florlgo ANGLED/CURVED ANGLED/CURVED Bullding Code • NOA-No. 17-0630.02 FRAME FRAME Expiration Date 09/0112021 • ASSEMBLY 1,I • 90°CORNER ASSEMBLY © I li 90°CORNER I'/ FRAME Miami O o Product Control FRAME 3 , ASSEMBLY 1 ASSEMBLY • Ili! e �c f� \ . '� • I il i �" / O-\ l lam — / pt m \; / 50 51 I d 1"WEEP I�` j/ 0 1/ �" NO CHe /j CO- III 1j I NOTCH Q / EACH END I • EACH END 1, o .; 2 i 5 \� f 1 t j j✓i FLANGE FRAME 50 51 I SHOWN,FIN 00 MITERED FRAME FRAME SIM6AR WITH FRAME - U MITERED FRAME — �T--• p WELDS AT WITH FRAME co SCREW BOSSES WELDS AT W •^°8 SCREW BOSSES C) r• ASSEMBLY DETAILS FOR FLANGE FRAME CORNERS ASSEMBLY DETAILS FOR FIN FRAME CORNERS ASSEMBLY DETAILS FOR FRAME TO MEETING RAIL o `r' O O CD s � 0 0 0 __ 112"NOM. _ 1/2"NOM. C}7 ol O w Iii °I°8 N GLASS STACK —� GLASS STACK OJ m ,E F T 1/4"AIRSPACE 3116"AIRSPACE. 0 LL o a o V 0 1/8-ANNEALED OR 3/16-ANNEALED OR 1/4"ANNEALED OR I 1/8"ANNEALED OR 3NC'ANNEALED OR H - 3 ul' 2 g co unap 0 TEMPERED GLASS ,18"ANNEALED OR TEMPERED GLASS ,R,"ANNEALED OR v 1- J Z TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS I U°o v a¢ Q TEMPERED GLASS ,/J\TEMPERED GLASS c} 0 60 0 II /- G1 42 62 0___ 11 63 ID ( 04n w l Ana318'NOM. ` 3/8"NOM. 7 j jl, 3/8"NOM , 318"NOM. I jI.-. ? 3/8"NOM. )MI r� .1 Z�-' CO LL GLASS BRE 1 GLASS BITE GLASS BITE GLASS BITE /I• GLASS BITE lrf. ,n(379 5 Q 0--- 35 38 ® ® ® , 0r Z 1°=45 i - °� o U) 7 � \ T � s Fr O • ( ms L � J 0 ZIZ . Li Li Z o 1/8"GLAZING DETAIL . 3/16"GLAZING DETAIL 1/4"GLAZING DETAIL 1/2"I.G.GLAZING DETAIL 1/2"I.G.GLAZING DETAIL • u) cl GLASS TYPES A&B GLASS TYPES C&D GLASS TYPES E&F GLASS TYPES G&I GLASS TYPES H&J u ¢ 1 1 ' _ALUMINUM ann 'xa0 s2(/°S REINFORCEMENT SILICONE HOT-MELT BUTYL POLYISQ- DESICCANT FILL AREA FL L 11 111f1/ STRUCTURAL ` 7� BUMENE ,� 5/16'NOM. .�`‘0.‘111111,,,,, V LYNIvM^/�i STRUCTURAL SILICONE 5/16'NOM.7 SEAL II s .,,..., POLYISOBUMENE 1/4"NOM. FOAM 3/16"NOM. BUTYL& / 1I SILICONE SEAL \''�'`�.•'L,CENA.'••/e���i WffH DESICCANT WITH Pi ROLL-FORMED _ .. DESICCANT / Q;:• •'.� DESICCANT STAINLESS STEEL • FOAM _*: No.56705 -. * W .GLASS / B .GLASS-- / EXT.GLASS _ EXT.GLASS . C/� /l/ ,0/ ! �/ I .......„9,,,... STATE OF •��` INT.GLASS INT.GLASS INT.GLASS i'° "•.-COR,Dr;.•'-G,\‘• INT.GLASS -///7/ONAL E�\``� �� TM 3n DURASEAL®SPACER aG XL EDGET"SPACER x/71/1111 LL,LL 3z KODISPACE 4SG TPS ®SUPER SPACER NXT A.LYNN MILLER,P.E. • P.E./L 58755 Item PGT POT Part Description 4 Dwg.# l 1 2703E 62703EW Flange Frame Head — ` _ 1 ---•— 2.062' ' 2 27519 627516W Flange Frame Sill f . 2.200" 3 2781 62761W Flange Frame Jamb/Curbed Header .232• _ •p5p•• •9sz^ --_,._ . .062•' .SUIT .052' 1.125' 4 2713 627135W Integral Fin Frame Head 2.600' 6 2714E 62714EW Integral Fin Frame Sill t� 2.000' I .650• 6 2762 62782W Integral Fin Frame Jamb/Gonad Header I1 °J0 1 - �--- 689• -o-.500"�— 1 7 2706 627060W Sash Bottom Rail I J ,062• 1 8 2707 62707CW Sash Tap Rall .05 .062"L 1 J -� .osc �— ) ers�,•osz^ Mg' 9 2739 62739W Fixed Meeting Rail 500 ,LTL___ 1 os2 - 1 250• --f FLANGE FRAME HEAD 10 2709 62709CW Sash Side Rall ( Oso" 262 �i+ 11 2740B 742740AW Sash Bottom Lock 62s3•T6ALUMINUM I-. FLANGE _ FLANGE FRAME SILL FLANGE FRAME JAMB/ 12 2785 62785W Sash Stop O 6Cfi3-T6 ALUMINUM O CURVED HEADER O INTEGRAL FIN FRAME HEAD 6063-T6 ALUMINUM 506}T5 ALUMINUM 13 134 66615 Addon Flange 20 1228 81226DW Vinyl Bulb,Flex PVC 70 21 16620 71662CW Head/SIII Gasket,Polyethelyne 1I 22 1270 7PAD118 Open Cell Foam Pad 2056 3225 ��� I f •97� — 23 2772 72772SHK Fixed Meeting Rail Plug Gasket,Rigid PVC .050" 1,125" 660• /r 24 4066 840880 Wstp.,187 X.230 Fin Seal • .062. 1 1 -1— .o2T 25 27134 72784W Sash Side Rall Gasket,Polyethetyne 2.00° ice\ 1'607^ NI, t.6ea 26 1078 7121UM Balance Take-out Clip 975"f x.052•--{ f I I 1 .06TH i 27 Varies per Size Balance 1.125" 050° J 1.226" .062' 1.592' 26 2711 42BOOW Sash Cam,Nylon 1I • �6 062 ' 002" 29 1096 71096W Sweep Latch,Zinc 1 ~ '050 f / , - `-- �'1�— .062' I 30 1016 7858WW 48 X.625 Ph.Fl.SMS Latch Screws 2.056• - - �6' F- ,060" –—. •800• 1.010" 31 1267 71267N Setting Block 118"x 1/2"x 1",EPDM O INTEGRAL FIN FRAME SILL INTEGRAL FIN FRAME JAMB/ - 5 6063-T6 ALUMINUM O CURVED HEADER T SASH BOTTOM RAIL a SASH TOP RAIL 9 FIXED MEETING RAIL 32 See Kommerling 450 WS Spacer System 606:-16 ALUMINUM 06063-T6 ALUMINUM 6063-T6 ALUMINUM 06063-TB ALUMINUM 33 Sheet Quanex Super Spacer nXT with Hot Melt Butyl 34 7 for Quanax Duraseal 35 Materials Cardinal XL Edge Spacer .662• � 38 Sash Bottom Lock Spring I .865" 37 Screen Cloth,Fiberglass t1�7" 1167 .t PRODUCT REVISED 38 Dow Coming 899 Silicone Glazing Sealant 056 .ms 826 �� I OSp• no!ding Cong With the Florida 074, I Building Cde 40 1625 616258 Glass Bead(1/8'Glass) \JillI j_ �, r NDA-No. 77.0630.02 41 2719 62719B Glass Bead(3/10"Glass) . .926" r— .062' i r� 1 157 - Expiration Date 09101/202-I .050^ 42 1263 612836 Glass Bead(1/4 j Glass) 1U SASH 510E RAIL 1t SASH BOTTOM LOCK RAIL /�SASH STOP AODON FLANGE 43 1253 6VT489 Glass Bead(LG.) 6063T6 ALUMINUM 6063-T6 ALUMINUM 1112 e0C3•TS ALUMINUM • 13 8063-T6 ALUMINUM hila Pro•uc Con rot 50 7BIPQA #8 X 1"QUAD Pn SMS - 51 781PSTX 48 X 1"Sq.P11 Twin Fast SMS-410 S.S. ,,,.f r, 52 1184 78ILHPQA 48-15 x 1 LH TWlntast Screw Znc .,,`'t aY LYN/V,,.�4 Hcrsren: 53 1186 781LHPQX #8-15 x 1 LH TWinfast Screw Zinc(S.S.) ,' �`�•'�10ENSF /.(�� Ii)54 76XIPFTFUA 4B X1"Ph Fl u/cut EMS ` Q : • 55 78X1FPAX #8X1•Ph Fl-Stainless Steel _�,Na.50705 *: �e 60 1/8"Annealed or Tempered Glass - * ' i - O,QC'rfp0ona Omen ar x.51 /^/' IX_ 1°7v0eZ HNOLOGYORIVE BOM&PART DETAILS 61 3/16"Annealed or Tempered Glass F % U 1.'=Z�f 7-2 r!/ N.VENICE,FL 3cz75 J ROSOWSKI 82 114'Annealed or Tempered Glass ".:-..0_,'••, FYATE oIn T'Z�� (941)490-1600 neaw Oslo; 63 1/8'-114"Air-i/B"An.or Tem I.O. %FS �R1°'' G�: CAPvee:NTI,2077 SH WINDOW INSTALLATION 05/11/11 P• '7�S/DIAL E�` PCT'NOUS TRIES,'NC. 64 3/16"-3/16"Alr•1/B"An.or Temp,I.G. A L4Nry MY-LEr3,1P.E.— ALL niwre HEscJIVEo Serlea/Nadel: Scole: Sheaf: pronIng No. Her PEJO 58705 CERT.OF AUTH.829296 SH-200 NTS 8 OF 8 MD-SH2O0-01 D 0 • TABLE 4: TABLE 2: PRODUCT REVISED nivigrzoinyerelth the Florida Maximum Design Pressure(lbsIft2)for Glass Type B-J, Fin&Flange Frame Monolithic Glass Types NOA-No. 17-0630.02 Sash Height' Window A • 1/8"Annealed 5505 (see Figure A,this sheet) Maximum Window Width' 8 1/8"Tempered Expiration Date 09/01/2021 19-1/8" 26-1/2" 33" 37" 41" 45" 49" 53-1/8" 0y ,..;% -_ - - -_ - - - C 3516"Annealed Miami-Da.- -roduct Control 23" 11-9/16"(EqUal Lite) +55,0 -90,0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90,0 +55.0 -93.0 +55.0 -90.0 . . 0 under 18-9/16" +55,0 -90.0 +55,0 -90.0 +55.0 -90.0 +55,0 -90,0 +55.0 -90,0 +55.0 -84.3 +55.01-78.0 +55.0 -72.9 3/16"Tempered E 114-Annealed 37" 18-9/16"(Equal Lite) +55.0 -90.0' +55.0 -90.0 +55.0 -90,0 455,0 -90.0 +55,0 -90.0 +55.0 -90.0 +55.0 -81.1 +55.0 -7 .4 F 1/4"Tempered . own 18-9/16" +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90,0 +55.0 -90,0 +55.0 -84,3 +55.0 -78.0 +55.0 -72,9 ----------under 15-7/5" - --!+55.0 -90.0 +55.0 -90.0 +55,0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 431.8 +55.0 -75.0 +55.0 -66.5 15-7/8"thru 1953/16"' 1+55.0 .900 +55.0 590.0 +55,0 -90.0. +55.0 -90.0 +55.0 -90.0 +55,0 -87.9 555.0 islamiriu- TABLE 3: - - - 38-3/8" 19-1/4"(Equal Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55,0 -90.0 +55.0 -90,0 55.0 -87.9 +55.0 -78.8 +55.0 -71.2 Insulated Glass Types over 19-1/4" il+55,9 -90.0 +55.0 -90.0 +55,0 -90.0 +55.0 -90.0 +55.0 -88.5 +55.0 -81,B +55.0 -75.0 .0 -60.5 6. 1/8"Annealed,1/4"Airspace,1/13"Annealed under 19-9/16" 1+55.0 -90.0 +55.01 -90.0 +55.0 1 -90.0 '+55.0 .66.5 +55.0 -80,2 +55.0 -73,2 +55.0 -65.3 +55.0 -59,7 H 3/16"Annealed,3/16"Airspace,1/8"Annealed •P, 1 19-9/16"arm 22-1/2"' I+55,0 -950 +55.0 -90.0 1-55.0 -90.0 +55.0 .90.0 +55.0 -80.1 +55.0 -78,5 +55.0 -70,0 +55.0 -63,0 I 1/8"Tempered,1/4"Airspace,1/8"Tempered 4 45" 22-9/16"(Equal Lite) +55.0. -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 90.0. +553 gm+55.0. -78.5 +55.0 -70.0 +85.0 -63.0 .1 3/16"Tempered,3/18"Airspace,iiir Tempered over 22-9/10" +55,0 -90.0 +55.0 790.0 +55.D -90.0 +55.0 -85.5 +55.0 -80,2 +55.0 -73.2 +55.0; -65.3 +55.0 -59,7 . , 5 R a . ; . . under 20-1/5' 1+55.0 .90.0 +55.0 -90.0 +55,0 -86.0 +55.0 -81.8 +55.0 -75.7 +55.0 -69.2 +55.0 -62,8 '+55,0 -57,7 ---...0 >56 5„5 20-1/8"thru 24-1/2"' 1+55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 -90,0 +55.0 -84,8 +55.0 -74.2 +55.0 -65,9 +55,0 -59,1 . El 0 9 49" FIGURE&SASH °u-, ,-,'.4..15 'r) 24-9/16"(Equal Ute) 455.0 '-90.0 +55.0 -90.0 +55.0 -90,0 +55.0 -90.0 +55.0 -84.8 +55.0 -74,2 +55.0 -65.9 +58.0 9. CROSS SECTION O00 cner 24-9/16" +55.0 -90.0 +55,0 -90.0 +55,0 -86.0 +55.0 -81.8 '+55.0, -75.7 +55.0 -69,2 +55,0 -62.8 +55.0 -57. (WITH I.G.GLASS) (1) 0 0 rs1 under 20-13/16" 1+55.0 -90.0 +55.0, -90.0 +55.0 -83.5 +55,0 -79.1 +55.0 -74.0 +55.0 -67.3 +55.0 -61,9 +55.0 -56.8 ' er5]8 20-13/15"thru 25-5/16" r+55.0 -90,0 5 .0 -90.0 +5 .0 -N.0 + .0 -90.0 + .0 -83.2 +55.0 • . +55.0 -84.5 +55.0 .0 z .55 50-5/8" 7CT-P1 . 5,553 L-I W 7 o,_-R. 25.3/9'(Eque4 Lite) +55.0 -90.0 +55.0 -90.0 +55.0 -90.0 +55.0 .90,0 +65,0 -83.2 4-55.0 -72.7 +55.0 -64.5 +55,0 -57.8 0 r5 o .ku Z over 25-3/8" +55.0 -90.0 +55.0 -90.0 +55.0 -83,5 +55.0 -79.1 +55.0 -74.0 +55,0 -87.3 +55.0 -61,9 +55.0 -56,8 2 7 '' 0>iv,.. i= nmo Under 24.15/16' +55.0 -87.9 +55.0 -75.6 +55.0 -65,7 +55.0 -62,3 +55.0 -60.0 +55,0 -56.5 +53.2 -53.2 +49.8 -49,6 N .5. 7 .r.• ?. 03 Ea _j c° 34-15/18"thru 30-1/2"' 1+55.0 -87,9 En -75.6 .0 Dm+55,0 -74.1 + .015311+55.0 -65.5 +55,0 -57.5 gill -51,1 U. 51" 11W-----• < z SASH 0 HEIGHT 30-9/18"(Equal Lite) +554 -87.9 +55.0 -75.8 +55,0 152 +55.0 -74.1 +55.0 -74.1 +55.0 -65.5 +55.0 -57 .5 CIO -51.1 VISIBLE LIGHT HEIGHT • -.,"- I- o5 over 30-9/16" +55.0 -8 A +55.0 -75.8 +55.0 -74.1 +55.0 -74.1 +55.0 -74.0 +55.0 -65,5 +55,0 -57,5 +61.1 -51.1 . . e gl cf) z 's- under 25-3/4" 1+55.0 -53,9 +55.0 -71.7 +55,0 -82.0 +55,0 -59.9 +55,3 -57.8 4-54. -54.5 +51,3 -51,3 +48.3 -48.3 SASH HEIGHT-3-9/16" [PM V CO - (/) '- 25-3/4"litru 31-1/2"' 1+55.0 -8.9 +55.0 -71.7 +55.0 -NA +55.0 -69.4 +55,0 -69,4 +55,0 -64.5 +65.0 -56.5 + 0.2 -50.2 6 FE .5 Z 63" 31-9/16"(Equal Lite) I+55,0 -83,9 +55.0 -71.7 +55.0 -69.4 +55.0 -69.4 +55.0 -89.4 +55.0 -64.5 455.0 -56,5 +50.2 -50.2 . -5 0 5.5 mer 31.9/16" . +55.0 -83.9 +-55.0 -71.7 +55.0 -69,4 +55.0 -69.4 +55.0 -69.4 5.0 -64.5 +55,0 -56.5 +50.2 -50.2 .'5, 6 K 8 under 29-3/4" i+5511168,3 +55.0 -56.3 +52.1 -52.1 +51,5 -51.5 #61.5 -51.5 +51.5 -51.5 +50.0 -50.0 +46.4 -46.4 4 ' 0 U1 2 ± ' 29-3/4"thru 36-1/2" 1+55,0 -68.3 +55,0 -50.3 Mil -52.1 +51.5 -51.6-51.5 ME .51.5 cog -51.5 MO -46,4 c. ." i 0 (/390 73" am( "Via 501.105 36-9/16"(Equal Lite) 5.0 -68,3 +55.0 -56.3 mg -52.1 +51.5 -51.5 +5t5 -51,5 CM -51.5 MO -51.5 cm -46,4- • - over 36-9/10" ,+55.0 -65. +55.0 -56.3 +52.1 -5 +51.5 -51.5 +51.5 -51.5 +51.5 . +51.5 -51,5 +46.4 -46,4 „witlrimi,,,, under 31-3/4" +55.0 .62,5 +50.8 -50.8 +46.3 '-48.3 +45.2 -45,2 +45.0 -45.0 +45.0 -45.0 +45.0 -45.0 +46.0 -45,0 \‘N.,111‘.1Y1VV4f/i", 78" 31-3/4'[btu 39"9 +55.0 -62.5 5+50,8 -50.8 c33 -48.3 +46.2 -45.2 +45.0 -45.0 +45.0 -45.0 45.0 545,0 +45.0 -45.0 - .5ss.''SF-•'5ice555 ,...(0.5"5, 55. T.. •13-:---* 39-1/113"(Equal Ute) 1+55,0 .625 +50.8 -50.8 +46.3 -48.3 +45.2 -45.2 +45,0 -45.0 +45.0 -45,0 +45.0 -45.0 +45.0 -45,0 NOTES • - - : No.58705 .:: : : 'lip-to-Hp dimensions for flange windows shown.For fin windows or buck dimensions,subtract 1". 1)USE THIS TABLE FOR ALL WINDOWS TI IAT ARE GLAZED WITH GLASS = * *.5: - - 2 0v2rall sash height For clear daylight height,subtract 3-9/16'. . TYPES B-J.NOT APPLICABLE WITH 1/8"ANNEALED GLASS(TYPE A). •. _ 7--0 : -.: ;...20,....;-• ,?-2..., / "..,g.:: 'Size range Includes lite standard Pm-View(3-owr-2 configuratIcn)for lire ghen Window Height. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR --...,..., , ...-..• For merall sash width,subtract 2-15/16"torn the buck dimension. HEIGHT DIMENSION SHOWN ON THE TABLE. ''...,-A5,..'••f,,,I.OFIRP:••-'''0. .". ii ortrirro:s WINDOW HEIGHT-SASH HEIGHT CAN NOT EXCEED 53'. A.LYNN MILLER,RE. P.0/h 5870S . . . . . • • • INSTALLATIONDETAILS FOR FLANGE FRAMES • CONCRETE/CMU CONCRETE/CM!) ----7-,,--- PER T ANCHOR PER ANCHOR PER ANCHOR ,. • OPTIONAL ADDON 13 EMBEDMENT -i REQUIREMENT REQUIREMENT TYP.AN TYPE, FLANGE @ HEAD, O _ (3 EMBEDMENTAMD INSTALLATION SILL 3 JAMBS / EDGE EDGE DISTANCE a. 114"MAX C ® PER SUBSTRATE, OPTION1 -• —`}- DISTANCE SHIM SEE TABLE 5, • CURVED HEADER f--------- - EDGE j 0 00 0INSTALLATION INT06VOOD _ _ -- DISTANCE -- \21, ) \ . • '2X,SEE NOTE 2,THIS SHEET. �v • .eZ7 THIS SHEET, .r3i' Ca EMBEDMENT J ` \� ' ' ate �� - um . , . .r I I = 1 :nnasinisrra� 011 Illumine runur.' *Mil � 1 — -I - Vft y114' a EDGE �SHI MAX EMBED EDGE " _--J -- MAX 'AND EDGE ❑ISTANCE • 1SHIM SHIM DISTANCE PER 24 © _ SUBSTRATE, TYP.ANCHOR TYPE, II 1 SEE TABLE 5, 32-35 •• 1 46:i EMBEDMENT AND �l THIS SHEET. 1 11 EDGE DISTANCE �I INSTALLATION 43 64[ 1 EXTERIOR INSTALLATION OPTION PER SUBSTRATE, INSTALLATION r OPTION 3 38 SEE TABLE 5,THIS OPTION 1 VISIBLE SHEET. STRAIGHT HEADER OPTION 2 VISIBLE LIGHT WIDTH - 1 INSTALLATION ANCHORS LIGHT - INSTALLATION ONTO INSTALLATION BUCK WIDTH THROUGH 1X BUCKSTRIP HEIGHT 60 WOOD 2X,NO ANCHORS - ANCHORS DIRECTLY - TIP-TO-TIP WIDTH - INTO MASONRY. 30 REOUIRED AT HEADER. INTO MASONRY.• —-f HORIZONTAL SECTION A-A 29 �-{ - 1/4"MAX SHIM TABLE 5: • -�� �+ ' #12 STEEL iy/,1 I1 Anchor • Min.Edge MM. r ��^-i SELF-DRILLING Group MEllon Substrate Distance Embedment EGRESS FORMULAS III :i; SMS(GS),SEE -._. (EQUAL-LITE) - L� P.T.Southern Pine(SO=.55) 0/15" 1-318" TABLE 6,THIS 6 WIDTH:TIP-TO-TIP WIDTH-4" 2.751"O" SHEET 1 #12 Steel SMS Aluminum,6003-T5 min. 3/B' 116" • .��1.�� A Screw(GE) Steel Stud,Gr.33 min. 3/8' 0.0348(20 Ga) HEIGHT:TIP-TO-TIP WIDTH/2-6-5/16" BUCK EXTERIOR USE EITIIER INSTALLATION HEIGHT - LATCH(#29)OR -t a ul`�})•■, A38 Steel 3/8' 0.0348(20 Ga) BOTTOM LOCK OPTION 4I1=-� VISIBLE LIGHT FORMULAS P.T.Southern Pine(SG=.55) 1" 1-3/8" EQUAL-LITE) • TIP-TO-TIPfp 3&35 (#11).TF..STED INSTALLATION „- UNIT LOCATION: B 1/4"Steel Ultracon¶ (' k V 6 5/B"FROM DIRECTTL,(INTO Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" WIDTH(FIXED):TIP-TO-TIP WIDTH-4" �l VENT END. P.T.Southem Pine(SG=.55) 1" 1-3/8" HEIGHT:(TIP-TO-TIP IIEIOFIT-7-1/16'x/2 VISIBLE " �..1 Armd ` 3 C 114"410 SS CreleFlex Concrete(min.3.35 Nei) 1" 1-314" LIGHT Ungrouted CMU,(ASTM C-90) 2.1/2" 1-114" HEIGHT 36 DADE APPROVED MULLION, ALUMINUM,STEEL FRAMING OR EXTERIOR 1)WHERE SUBSTRATE CONDTNONS REQUIRE ANCHORAGE FROM MORE THAN ONE OF THE ANCHOR GROUPS STEEL STUD.BEE SUBSTRATE ABOVE,CHOOSE THE ANCHOR GROUP OF THE LOWEST LETTER FOR ALL TABLES IN THIS APPROVAL J UL 2 ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. PRODUCT REVISED PROPERTIES,TABLE 5,THIS SHEET. V ) as complying with the Florida t, ,, 3)FOR STEEL STUDS,MIN.FU=45 KSI.MIN FY=33 K51. Building Code m 0 NOTES NOA-No. 17-0630.02 -1L. . 1)USE ONLY SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 5 OF THIS SHEET.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY INSTALLATION OPTION Expiration Data 09/01/2021 2.254" ® 0 SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2X WOOD ( © 2)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 5,THIS SHEET.ALL WOOD BUCKS LESS THAN 1.112'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. By �- _-� BUCKSTRIP, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.1X AND 2X BUCKS • Mlamt-0ad- •rodent eontror SEE NOTE 2, �- (WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD SUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE I 'THIS SHEET.�,�Ql ENGINEER OR ARCHITECT OF RECORD. 3)VISIBLE LIGHT WIDTH OR HEIGHT(ALSO \\-t ttyl IIII; /r,r, Revlsfon: 1\\,.,,1��17I REFERRED TOASBEADINOPENING)IS 't�O•,JOENSF M'�`,3% ./1�1, MEASURED FROM BEADING TO BEADING. • . ••���' UPDATED TABLE 5. 1/4"MAX SHIM *: No.58705 NOANCHORS. • CONCRETE PER - = O REQUIRED IN - gNCHOR - G`/ - Uesertptran: Omen Ry: FLANGE • - • REQUIREMENT ;� SATCO C�:•�; 1070 TECHNOLOGY DRIVE FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI FRAME SILL • _ N.VENICE,FL 34275 rU: Dore: . . :� ;�'��S,S.FLOR1v•P.•aG�;' (sa1)46B-tsgo SH WINDOW INSTALLATION 05/11/11 GHT 0 2017 VERTICAL SECTION B-B '',/7uONAL tE,\'‘ ,LLTSICOPOI�u0}'NC. Sedes/Madetr scala: Sheet Droning No. Ree, A LYNIS MILLI=R,P.E. SH-200 NTS 4 OF 8 MD-SH2O0-01 D P.E.S 58705 CERT.OF RUTH.#29296 Opening I Size (Wx H) 1. Non-Impact Window - 53 x 50. (Front Window) 2. Non-Impact Window < 53 x 50. (Front Window) r! 3. Non-Impact Window 37`x 50 • m co m (Side Window) n 4. Non-Impact Window . 37 x 50° c m O . (Side Window) 4 rre 5. Non-Impact Window ' 37 x 50` g (Side Window) . 5 4 —0 I I d- = a) Cr) a -c-i)LL o Q a) L o CD • iL 3 COPYRIGHT E-TRNPEBT.0 OM SCALE: NOT TO SCALE - _ 1 2 DATE: Jan 21, 2019 PAGE DESCPoPTHON: RR Site Plan ' FILE "l ®p PAGE OF 1 e • I q0D Property Information Building Information Owner: Steen Wind Zone: 160 MPH. Address: 1708 Angle Rd Exposure Category: Ft Pierce,Fl 34947 Minimum Building Dimension: 24 ft. Mean Roof Height: 15 ft. Risk Category: II •4• Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 53 50 7 31.2 -33.9 2 Int ' 53 50 7 31.2 -33.9 3 Int 37 50 7 32.0 -34.7 4 Int 37 50 7 . 32.0 -34.7 • 5 Int 37 50 7 32.0 -34.7 • • • • • Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1