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HomeMy WebLinkAboutNOA; Series SH-7700A Aluminium Single Hung WindowNi_®IE 1AMQ-RIIAAII-DADE COUNTY .�-01l PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 i)EPARTMENT OF REGULATORY AND ECONOMIC RE, SOURCE (R.ER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) „ww.minnrl�ln<1e.t!av/eeouo�uv POT 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 REAR - 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 tight 6.1lave-.this product or material tested for quality assurance purposes. If this product or material fails to perform in the aceept6d manner, the manufacturer will incur the expense or Such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity H-urricane Zone: DL'SCRIPTION: �0 tz-4W.niinetmmSingle.Wn 18►1 i=1� APPROVAL DOCUMENT: Drawing No, 7700NOA-1, titled "Aluminum Single Hung Install (LM)", sheets 1 through 1.1 of 11, dated 04/01/18, with revision A dated 03/11/20, prepared by inanuflacturer, signed and sealed by Anthony Lynn Miller, P.E,, bearing the Miami -Dade County Product Control Revision stamp xvith the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miaazi-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 or this product. TERNUNATION 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. ADVER'1'ISENIENT: The NOA number preceded by the words Mianu-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA 018-0430.06 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above, The submitted documentation was reviewed by Carlos M. Utreru, P.E. I NOA No. 20-0401.11 al-%Alj�)ZR COUNTY );xptrsition Usttc: August 23, 2023 Approval Date: July 30, 2020 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Submitted under NOA 4 18-0430.06 A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA-1, titled "Aluminum Single Bung Install (LM), sheets 1 through I of 11, dated 04101/18, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7835.1, dated 04/03/18, signed and sealed by [dalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, ,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-18-7835.2, dated 05/04/18, signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 01 Edition (2017), dated 04/23/18, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). A�- Carlos'lVil. Utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol0 Ultraclear, Clear and Color PVB Glass Interlayers" dated Ol h 8/ 18, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlasO (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 611, Edition (2017), dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated April 24, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.18-0005R issued by the Product Control Section, dated 01/16/18, signed by Manuel Perez, RE G. OTHERS 1. None. Carlos Nit. Utrera, P.E. Product Control Examiner NOA No. 20-0401. L t Expiration Date: August 23, 2023 Approval Date: July 30, 2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2.' New Evidence Submitted A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7700NOA 1, titled "Aluminum Single Hung Install (LM)", sheets 1 through t I of 11, dated 04/01/19, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Lifil(ratio . Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked -up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Wuidow (unit 6 hi proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, .PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalrnis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 611' Edition (2017) and FBC 7" Edition (2020), dated 03/13/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ll. QUALITY ASSURANCE 1. Miami- Dade Department of Regulatory and Econoinic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-3 46�N Carlos M. utrera, P.E. Product Control Examiner NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6111 Edition (2017) and FBC 7"' Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufac(urer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No.18-0430.06 issued to PGT Industries, Inc. for their "Series "SH7700A" Aluminum Single Hung Window — L.M.1." approved on 08/23/18 and expiring on 08/23/23, Carlos \Ni, Utrera, P.E. Product Control Rxamitter NOA No. 20-0401.11 Expiration Date: August 23, 2023 Approval Date: July 30, 2020 E-4 1) THIS PRODUCT HAS BEEN DESIGNED ST-ESTED TO COMPLY WITH THE REQUIRE Aem OF THE FLORIDA BUILDING CODE. INCLUDING THE COGH VELOCITY HURRLCANEZONE [WKP- 2) SHUTTERS RA E NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR NSULATEI).cLASS INSTALLATIONS ABOVE 30' IN THE KVMZ THE OUTBOARD LITE (CAP) MUST BE7F1utPERED, USE ONLY GLASS TYPES 3,7.12.13 OR 16. 3) FOR MASONRY APPUCAnONS IN M1AWDADE COUNTY. USE ONLY MWMI-OADE COUNTY APPROVED MASONCLYANCHORS. MATERIALS USED FORANCHOR EVALUATIONSWERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNUSAND CONCRETE WITH MIN. K51 PERANCHORTYPE- 4) ALL WOOD BUCKS LESS THAN 1-1YFTIRCKARETO BE CONSIDERED IX INSTALLATIONS. IX WOOD SUCKS ARE OPTIONAL I UNITS INSG4ltEOZIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS2XARE 1-1J2' THICK OR GREATER. IX AVND2X BUCKS V*JEN USED) SHALL BE DESIGNED AND SECURED TO FROPM; LYTRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGNIEER. (EOR) OR ARCHITECT OF RECORD. (AOR). 5) ANCHOR EMBEDMBNTTO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TOACHEVE REQUIRED MIN, EMBEDMENT, INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING& FLASHING STRATEGY' FOR WATER RESISTANCE OF INSTALLATION SHALL SE DONEBYOTHERSAND IS BEYOND THE SCOPE OFTHESE INSTRUCTIONS. 6) Ile MAX. S14IMSARE REQUIREDAT EACH ANCKDRLOCATION WHERETHE PRODUCT IS'. NOT FLUSH TOTHESUBSTRATE USESHRIS CAPABLE OFTRANSFEMNIGAPPLIED LOADS, 7) DESIGN PRESSURES:. A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL& CYCLETESTRVG AND GLASS PER ASTM E1300: B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE. STRU07LWAL & CYCLE 'TESDNG AND GLASS PERASTM E1300. C. DESIGN LOAOSAREBASED ON ALLOWABL.ESTRESS DESIGN.ASO. ✓I)THEANCHORAGEMEHODS SHOWN RAVE BEEN DESIGNED TO RESLSTTHENALmLOADS CORRESPONDING TOTHEREQLARED DESIGN PRLSSURETHE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OFT HIS PRODUCLTHE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD.ANCHORSTHATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALLMEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE S) METAL SUBSTRATE TO MEET MtM STRENGTH AND THECKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED SYTHEAUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL 18-7MA 816-7=2; ELCO ULTRACON NOA4 DEWALTMLCO CRETEFLEC NOA: DEWALTULTRACON+NOR; NATIONAL DESIGN SPECIFIC*nON FOR WOOD CONSTRUCTION, ANSUAF8PA NDSBALUMONUM DESIGN MANUAL 11) APPLICABLE EGRESS REOUIREMENTS TO Be REV IEWm BY BUILDING OFFICIAL. FIGURER ALLOWABLE SASH CONFIGURATK)NSANDSHAPES •--�-j WIDTH --1-( iMDTrI TI IT WIDTH } RECTANGULAR EQUAL WITH EQUAL. PAD)US•TOP WITH PROVIEW SASH RECTANGULAR WITH CUSTOM SASH ALL SIiIWES WITH ALL SASH CONFIGURATIONS ARE APPROVED. SHAPES MAY Be USED I3Y INSCRIBING THE SHAPE IN BLOCKAND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON THE FOLLOWING SHEETS. 17-3W MAX_ (17-1Po' BU(2Q B. SEE SHEECS889 EQUALLY SPACED ANCHORS PER TABLES%&7 9-10 MAX. . A17-13/16' MAY. o.C/_'� 1 3B h7AX 173J4' d Max. if If / r NOANCHORSAT $LLL. NIA)C.-17PTDTLP WIDT}I bMON pRESa^URERATING J IMPACT RATING VA1R1E$ PER GLASSTYPE. L.ATtGE & SMALL CNSSILE SEE SHEETS 24 ItdPAGT RESISTANT 52.118" MAX, BUCK WIDTH 9-1lL" MAX (9' MAX. BUCIq O. SEE SHEETIG - Sw F. SHEETIGIG 17-3110"?AkX oa � MAK TIP 1?^I116'MIVL O.C. TO _J7 lip HEIGHT i f 5" MAX A - ' ruvt= NOTCH O 4-11116'MA)L ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH EQUAL--LiTE CONFIGURATION TypC Ooseript(on (LWed ham 6tter)or to 1M0rtor)nP Table S I L(YAN, .090' PVB, WAR 2 2 1311E UG: VS' AN CAP, AIRSPACE, I1W AN, -OW PVB, 118" AN 2 3. 1311E UG: 1B" TP CAP, AIRSPACE, IJ8' AR .090" PVB, 118' AN 3 4 Vr HS..090• PVB, 10 HS 4 5 311E AN, .090" PVB. 3116" AN 4 6 1311E LtG: 3116'AN CAP, AIRSPACE, IB' AN..OST PVB, W AN 4 7 1311E UG: W16" TP CAP. AIRSPACE. VW AN,.0-W PVB, VS'AN 4 8 31,S"AN .WSG,3JIEAN 5 9 371E HS..09P SG, 311E HS 5 4Q. 13116' UG: 118' AN CAP, AIRSPACE. W HS-OW SG. 'Ur HS 5 11 13MS" UG: V8' AN CAP, AIRSPACE, WWAN..W SG, 3J1EAN 5 12 13MS'. UG:1B' TP CAP. AIRSPACE, 1B" HS, .09(" SG, V8' HS 5 13 13/1G UG, 1B" Tp'CAP, AIRSPACE, 311T AN. _0W SG. 311E AN 5 14 1311E LIG 3116" AN CAP . AIRSPACE. IIV' HS, .090' SG 7W HS 1 5 15 13ME UG. 3116' TP CAP. AIRSPACE. I1T HS..OW SG. IfT HS 1 5 CODES) STANDARDS USED: o_0= FLORIDA BUILDING CODE (FBC). 7TH EDITION 02017 FLORIDA BUILDING CODE (FBC), ST H EDITION -ASTM E1300-09 -ANSVAF&PA NOS2018 FOR WOOD CONSTRUCTION .ALUMINUM DESIGN MANUAL, ADW201S -AISI S1OD-16 •A7S0330.16 r 4-11116-MAX PRODUCT REVISED 1L as compMng with the Fbrida BOW" Code r NOAaNe. 20-0409.19 l} Expiration Cate0812312023 By -Prod.= Conolol A) UPDATED TO FBC . Sr 2020, REVISED ANCHOR MAX BUCK TYPETABLE. ' HEIGHT JR - 03/11/20 ELEVATION FOR TYP. FIN FRAME SHOWN WITH EQUALAITE CONFIGURATION USER INSTRUCTIONS: 1) DETERMINE THE SLTESPECIFIC, WINDOW CPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) KNOWING YOUR GLAZING OPTION (TABLE 1), WWOOW CONFiGURAMON AND SIZE. DEERMINE YOURIMNDOWS DESIGN PRESSURE FROM TABLES 2-5. IT MUST EQUAL OREXCEEDTHE DESIGN PRESSURE REOUIREMENTFORTHE WINDOW OPE3NING OBTAINED IN STEP 1. 3) DETERMINE THE ANCHOR OW34 LTY FROM TABLES 6&7. 4) INSTALLAS Pot SHEET7 FOR FLANGE IN=U.ATION, SHEET 8 FOR EQUAL LEG INSTALLATION ORSHEETS FOR IMTEGRALFIN INSTALLATION. NOTEIDESIGN PRESSURE RATING DETERMMTION IS THE SAME PROCESS FOR ALL (iiAMETYP`.S (FLANGE, INTEGRAL FIN OR EQUAL LEGBOX). SG=KURARAY SENTRYGLASP INMRIAYEIZ BY KURARAY AMERICA. INC. PVB - KURARAY TROSIPOO PVB INTERLAYER BY KURARAY AMERICA, WC AN=ANNEALED HS= HFAT.STRENG" THENED TP=TEMPERED GENERALNOTES..__..._-.i.._......�_._.._.-.- 1 ELEVATIONS --. 7 DESIGN PRFSSURFSIGCAZtNG DETAILS___ 2.4 ANCHOR QUANTITIES..._.....____..._.__._....__ 5.6 INSTALLATION. FLANGE.__._--.._ ___—_.7 INSTALLATION. 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F 5tarbitd PtTtcw 74-B4A-21.t30 +63.0 -840 •6&9. •BOLO +6&o 80.0 +65.0 .BOA +650 -80.0 -+MO Ba0 *B&0 Aaa +65.0 ¢ CJ44141R Size 2at31.2aB43 +6&O .60.0 +85.0 40.0 +Sao 4a0. +65.0 -WO W50' -&l.0 --Mo •8Q0 -Mo -80.0 +G&0 Zo BQA 5 Gatem She 18.131-2a130 +65.D 40.0 -ai0 Zo +8&0 -WO +65,0 80.0 +6&O- -BOLD ;9-0 -80A +6&0 -BOLO -esX -no 0.5bmSize 1&131-78.t30 +Mo Ba0 +65.0 -Me +5&D 4a0 +65.0 BOA •O&O B00 -no .BDQ -MO -M.D +MO -77.6 Cuss S¢e 14.131-16.130 +65.0 -W-0 -45.0 BRO +66.0 BD.O +Mo .B0.a -650 40.a K5A 40.0 +SS.a Ba0 +bsn ..l&7 StwwA 12.464-14,1= +6&0 BDo +610 -Ba0 -f5A 8sao: .6&0 Ba0 -Mo; -BOA +6io 4a0 +65.0 -90.0 -MO 7iS Equal•fi1 21.$4 •Sao 46o +650 -Mo +b&D 80.0: --eao- -Mo +ISO -M.0 +ao Ba0 +6&0 �A +650 -no CL.Mm Sim M131-31,503 +65.D BaO -WX. •80.0 .0,0 � -6&0 -MO -6&D •8a0 +BSA 40A -ED Z.0 -6&0 77-6 SL mlmd"PMWW 29.794-78.13a +5&0 80.Q +6&0 BD.O +SS.O 80.0. +65.4. -BD.O +65.0 -BOLO '+&5.9 BQO +650 -BOLO NO -73.9 CustpnSiza 2d.131-2a793 1 O 80.O +65A -MO +GSO $a0 •65.D 80.4 +B&O -Mo +6&0 8aQ +65.D 80.0 +656 -727 63' (.1r4Oa Sca 22ta1-24.l30 •96A BOA -6SA Ba0 -MO -BD.O -W.0 BD.O +6i0. •eaf) +5&0 -BD.O +65.0 784 +65.0 70.5 CzS- Ste 20.131-�130 +BSA .M.D +MO -W.0 +55.0 B0.a +85.0 -B0.a -MO -MO +6&O -BD.O -6rW 77.1 •0&0 4&4 CdOLato Ske lB.t31_�t30 +6&0 Ba4 +6i0 •8D.0 +85.D -80.0 +0&0 Ba0 -610 Ba0 --S&D 4a0 +SSO -75A -6Ea -%S Cestdm SIm 1&131-1&!30 +b5.0 -80.6 +65A 4a0 +65:0 86.0 +65-0 80.0 -6&0 BOA +65.0 i7.1 +6&4 73.6 *64.7 bY7 S1o44st 13AW-16.1m Sao 4a0 +650 BOD .620 •80.0 +65-0 Ba0 -65.0 -isa +65.D -71.0 +B&D E&2 +6L3 $23 6gesFOte 311464 -Mo 40A -6&0 -Mo +8&0 -60.0 +650 -010 +6&0 -M.0 -W.0 -30.0 +wA -Mo +BSO 719 CU x Sire 3&731-W-40 +6G.0 BOA -66.0 -MO +6&0 4LO -W.O 80.0 +6`s0 40.D +6&0 4a0 •s&o 3B.B •s&a a'1.6 Custom Size 34.131-36.130 -6r.0 -M.D -$S O -OaO +6Sn BO-0 -BED 'WO I +&aO 80.0 +65.0 Iwo- -65.0 , 77.9 +6&0 -6BA 7R' Smcdma Pta4eu 30.994.3&= +610 -M.D -65.0 -MO +B&D •BOLO +6&0 .80.0 +DSO -80.0 +6&n 4a0 +OS.O -75.4 '+BSA BB.S (ar..tom Sem 30.737-30.993 +6&O 80.0 +65.0 BD.9 +65.0 4aO •65.0 BDO +650 40.o +65A -78.9 +6&D -74,8 +65.n -W-6 (?s[On Ste 26131-30.130 •S&a •80.0 +6i0 BDA +55.0 80A +65A -BO.o +650 -79.1 -MO. 75.3 +6&Q T.9 +B&S -63.8 StgdeX 2&19P -26130 +65A •80:0 +R.O 4oA +65.0 BQ.4 +65.0 -BOA +6&0 -75.3 -8&0 71.8 +6_-0 692 +623 423 EQYdI-Tde 42464 -MO -MO -MO j CO.Q I +650 -M.D +65.0 -MID -MO- 4060 +6&O I Batl +6&0 -77-9 +6s.0 -s9.4 84` Ctr;Wm size 3&!a1 -424G+ +�.0 4a0 +65.0 Ba0 +65.6 Ba0 +BSA -MO +65.0 -80,a -85.0 7&8 -650 b£6 Standsd FloMew 34.79a•-3&i30 -65.0.0 +6&0 80.0 +65.0 80.0 +856 80.0 -65A 78.8 •55.0 71a +65-4 a'B2 +623 423 • MINIMUM SASH HEIGHT FOR FLANGED 4YlNUUWu t.; I er ev t tt- rer�urs t-+.Y.�ot MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG VM00WS IS: SUCKHEIGHT-48.991 NONLMUM SASH HEIGHT FOR FLANGED. RADIUS TOP WOWS IS: TIP TO TIPHEIGHT-49-SW MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADIUSTOP WINDOWS IS: BUCK HEIGHT-48.806 "a' NOW. GLASS STACK 1WANNEALED GLASS .l 1re•A1NKSALED GLASS 30 26 1 VX NOM. . GLASSBllE EXTERIQR ' 75 3.4 GLASS TYPE 1 NOM. . � GLASS STACK GLASS .090' PV8. AIRSPACE W ANNEAtED GLA55 1f 'ANNEALED GLASS 31 5 IWKOM 'GLASS 773 GLASS TYPE 2 . 1) TIPTO TIP DIMENSIONSSHOW& FOR OBTEGRAL FIN AND EQUAL4.EG WINDOWS. SUBTRACT 1-FROM THE TFPTOTIP DIMENSION INTHE TABLE TO OEtERMINEETHE WINDOW SM 2) FOR SIZES NOTSHOWN. ROUND OPTO THE NEXFAVAILABLESLZE 3) FOR RADIUS •FOP W NDOINS. FIND THESMALLESC W 100W SIZE IN THE TABLE ABOVE Wi lCH THE RADIUS TOP NBNOOW W0L COMPLETELY FIT VWHI . A) W WDOWS WITH THE LOW SILL OPTION ARE LOIARID TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. PRODUCT REVISED e5 CmnPIA- up with the F1Odda suadt" CAde noa eta. 20-0401.11 EcplratlOn Dato 0=3F2023 BY l� 88iatm,-wade Pzot7uet Control A) NO CHANGES THIS SHEET.- JR-- 031/1120 m X co Q g 'y �a ❑ p �o Q r (. N G a .1. M CD � � zLL� =W.2 W .Ie n Z a .r Q b� �Z W Z x P 04 W n � z .414S o v0 a� 2 in ti o In Q O oql +scQ ;a! �\� • ti ; LYI ;1� �Jr/i Au ,Cy, :. �• IC . \J' J u�^fit/ .............. iV A. LYNN MILLER D.£ P.E.068705 Bottom Sash Doumpoon f-GhMRln &. 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OshmMe- 18.131.2Lt'130 +65A 4a0 .G40 4K-0 .660 •&i.D -65-0 -8a0 j -MO 49.0 +850 40.0 +660 40.0 +65.0 -80.0 C=am6=. 16131-161311 +SS.0 4a0 •650 -MO +WA 40.0 +65.0 -80.a +55.0 •8oD +650 -80.0 +65.0 .40.0 •55.D 4R0 Custom Ste 14.131-16P.A +6SQ 43MO +650 4Q0 -MO 40.0 _Mo '4a0 +650 -no .65..0 40.0 .660 Mo '.�A .8aa Shmlast 12464'.14.130 +610 4D.0 +650 •80.0 -Mo 4a0 +650 -80.0 -SSG -Mo A45.0 •80.0 .6i0 -Mo +850 4a0 EgtGUO[0 11.954 +6r.0 .80.0 +65.0 4R0 +650 -Mo +660 MO .F.0 -MO +MO -MO +690 4a0 '65.0 aD.O Ousta0 Sox 28.131.31.863 +no 4 LO 465.0 -80A +65.D -MO 4650 4 W +65.0 4a0 +65.5 -Boo +65.0 -Mo +650 -Mo SoadartS Plodder 26794-26130 +550 40.0 +660 40.9 +650 40A +�.0. '40A +6SQ 40.0 +63.a -80.0 +65.0A +65,0 4a0 CUriam Stm . y6,131 -2i793 +6SQ •80.0 +MO 4R0 .6�&0 -Mo +Mo 40.0 +64Q -80.a +640 40.0 +MO -MO '+850 -MO W, Cwtom Stm 22-131-24.13D +65.0 -MO 1650 4a0 +650 -Sao +65.0 40.0 +65.0 -80-0 +650 -MO '.MO 'e" -V.0 -no W9tean Size 2a131-2L13D -MO .0.0 +65.0 -Sa0 -WA -MO -MO 4a0 +6Ti0 -60.0 +65.0 4R0 +650 .60.0 -66.0 -760' Custom Sma 1&131-20,130 +65.0 -MO +6&0 M0 +65.0-wo +650 •80.0 +$SO 4A.0 +650 40.0 .65.0 4a0 -Mo •758 OOshun--I= 1E131.16130 +SSA 40A +650 -MO +550 -800 .65.0 -MO +65A I -aa +660 -Mo t +SSG -no I +65A 38 $non= 16194--16130 .65A 1 40:0 +B4.0 4a0 +650 40:0 +BSA .80.0 -eSo 40A +05.0 . 0.0 +610 77.7 •l15.(1 71.0 Equat•I0e 35.464 +G&O I 4a0 -660 4G.0. -MA 40Q -65.0 4a0 I -660 I -MO +65.0 40A +650 -Mo +Mo 40.u. C4t"Sim 26.131-38,463 +850 -MO +6SO -MO +65.0 .80.0 -65.0 -80.0 -65.0 -MG, +65.0 -Mo .65.0 - 0.0 +eso .8mo Custom 61t0 34-131-35130 -650 40.0 +65,0 4a0 -65.0 40,0 +6i0 W.01+6SQ -Mo +65.0 40.0 -610 40A +fA.o 79.1 7 t(• slantlmOPmdtw 3a994-34130 1; 0 4LO +f60 -Mo +65.0 Mo +660 MO .5So .0.0 .65A -80.0 -MG, -MO +65.0 -758 Custom Sea a131-3D.093 +65.0 4a0 +65.0 -MO +65D 40.0 +660 -MO -0.0 4a0 -0.0 �4a0 .650 40.0 +650 -i4.8 t1rBt0et1 Su0 26131.3a130 +6S0 -MO -W.0 4a0 +63,Q -Mo +650 40.0 +65A •80.0 +65.D •80.0 +650 40.0 +650 •7'L7 Shrtest 28.VA -2.13G +65.0 -0.0 165SO -MO +650 GO.o .6S0 no .650 Mo .SSA 40.0 +WO 77.7 +65.0 -no EgtID:Bte 42464 +65.0 40.0 +$6Q 40.0 +650 400 +65.0 40A +65.0 40.0 +65.0 1 40,0 +660 40.0 +e&0 79.1 84' C-Com Size 38.131.42488 .65.0 410 -65.0 -MO +56.0 40.0 +65.0 -mo -650 •80A +85.0 •60.0 .560 4a6 .h5.0 -74-D S=w=dPM4W 34,194--3613C -SSo 4a0 .660 -mo no -no 1 +SSA 1 4R0 •Mo -Mo +SS.0 •80.0 1 .660I 77.7 1 +65-0 71.0 "NoMMUM SASH HE16HT FOR FLANGED WINDOWS IS:i1P TO TIP HEIGHT - 49.391 MINIMUM SASH HEIGHT FOR INTEGRAL FUN AND EQUAL LEG WINDOWS IS SUCK I-OGHT-482M WNIMUM SASH HEIGHT FOR FLANGED. RADIUS TOP WINDOWS 4: TIP TO,nP msGHr-49.808 NMWMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG. RADIUS TOP W WDOWSM SUCK HEIGHY- 48.8W 1) TIPTO TIP DIMENSIONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT I"FROMTHETIP TO TIP DDl7EVSION IN THE TABLETO DMWd4NE THE WINDOW SIZE 2) FOR St2ES NOTSHOWN. ROUND UPTOTHE NEXTAVAIIABLESRE 3) FOR RADIUS TOP WINDOWS, FIND THE SWIALLEST WINDOW SIZE IN THE TABLEASOVE WHIOH THE RAW USTOP WINDOW WILLCOMPL6-TSLY FIT WITHIN. a) LVINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A MAXIMUM POSITIVE DESIGN PRESSURE OF+65 PSF• NEGATIVE DESIGN PRESSURESARE UNAFFECTED- AIRSPACE- f�. 131161NOM• GLASS STACK ,090-PVB PRODUCT REVISED VIPEREDG:ASS W VANNIEALED GLASS as eomp" -ith the Florida BuTTdiag Code 75 NOa-No, 20.040'1.19 g ILVAration D2te08/23)2023 ®OR 11r NOM. :1 "By e - EXT/ER••IMOR Glf1SS 6C Mlaml-t7ade Product Conaol �` � •, .e.. ..ter. nrrn�4•,n.nc GLASS -TYPE 3 ,1••`111 is 11f:r 0. LYNN IAU FR PE DDslgn•?roSsllin (ms1Y�tOr6fasaTypes47 8ctIa. 33,1D RvwkT9a Sa3ftH 9M -tom Mv7iDTR1 S7fiS 24- EW314M 12464 +65.0 340 3]- ' EquaKta StmiOma FILd w 15060 12994'-16.863 465.0 .66.0 -Bo.O -no shale" tz46e-V-M +03.0 daft EgwF to §t dwd Pta(t Is,= 16.044-19.651 .65.0 -05.0 -a* -ame 36918' C1..WMStW 15.131-13a* '.6s0 A0.0 Cost=See 14.131-16,130 -15.0 -no St.dest t2R64.14.130 .+95.0 -Mc Egi "ta 22804 +06.0 -43R0 Gatmr5lze Stta�daroPrOdeur 20.1a7,-229W la42--2R73v .+05.0 '+0&0' ,-00.0 410.0 4S gafom ".,t:a 70.13t -tami '+63.0 y50 CtmOm Star ' 15.131 • t&]30 -W.0 -80.0 CuslmrSCB N.T77'-15i3Q '+&40 -emu Shttrslt IZ.464-14.1?A .65.0 •00.0 Egmd4{ta z4B04 -65.0. -mv .; ca--Stzo SW4=Ptp40tl 22131-Z4.983 20.194-2z1SO --9&0 +8&0 40A -WW 4!r CustmtStce 1WM1_2II193 -6&0 4W.0 CUMMSIze- 1&131-$&LW 165.0 470.0 Can= Ste ' .'14.13T -1&130 +e&O. -eo o ' Sl 1z464-14.130 +W.0 -MO Eq."e 25.777 4610. -mo Y F F SOStB' 0WAYrStM SMrAL"Fr&&w 24.131-25776 20.844-24-'= -8" *6&0 'f0.0 - cu taSLO 2R3-2R04 MO 0.0 GGmsmo .4e&o 10 am"Si +6LO dstm Ste 14.131- 25.130 -W.0 M0 shwmt 1z404-14.130 -MC -WA Eq1 "to 31.9m -65.0 :40.0 QAt=Sim SUMM FWAW 2&131-31.803 •25.704_21t130 465.0 '.W0 .QRa -8A CUSIM Sire -24.137-256 +WA -mo or CW=S . :22131-2&13D 105.0 -no 04tan Sag ZLIM.29.130 +B&0 -00.0 CSr4am Sce 1&l31-2QT30 .65.0 .60.0 3lrtfali Sig t 1&131-1&vo 46&0 1 430.0 Shmtmt 13. 194•_7&730 +65A .0.0 Egne M 3MmA +65.0 a.0 Wr Qpa a 3a0 3&131-33AG3 +G5.0 .00.0 Q/stan See StMidP-4 34,131-3&130 3aSO4-34130 .0&0 -MD -80.o -W.0 C.Mm Sao 3a131-W.9m .65.0 -0a0 iMt=SCe 28.131_30.130 .6&9 •60.0 SOaQat 2&164'-2&1S0 "5.0 .80.0 Egital40a 424D4 .65.o $OA 64' Gplem SaO 3&131-42465 •05.0 -BO.D Star4ad Pla+em 34 iw-=&= -%.D I -mo 5l16' NObL' GLASS STACK E*.L..".7 .tASS ASS CLASSSITE 7116• NOM. GLASSSTACK *.�- GLASSGLASS nSs 27 E 13ncr NOM. GLASS STACK 13f16"wom GLASS STACK n Pressm rGlassTyocs645 Bemm Saab OaQvmD Tor GMn R2lrW SO4h Hosot FZQe ON vp To Tp vr4h ut18- z4- Equ347ne l24% +00.0 -110.0 31" em-wte swxam0pm 0w 15,984 7z904-1s.m +80.0 +SRO -110.0 -11o.0 sttomt 1z484-1zm +mo .110.0 Eq,wim. Sfa WdPmJmMU131-ZhSM 19.051. 9.661 'ema aW.0 -1100 -11aa S0.N8' CiatOm sbf 5.943 -amo -110.0 Custom Siza 5.= +S3.0 -11O.a 3hortwA 4.100 +W.0 -110.0 EquDmpft��4 • -mo -110.0 Coat07 SLW 2SM aT904S• .80.0 -11R0 QAIaa1JSC 0-:Z +WA -11R0 u- 0.i30 +00.0 .110.0 Cprom SIB 14.131-1&'AO -MO -110.0 Shama 12.404-1&130 .8DA -110.0 Eal-ma. 24.964 +SOA -110,0 Cunt. Size SMAdad PEDJOw Za131-24.983 27.194-M= .W.0 +80.0 -110.0 -110.0 49' • cum=Slay 1&131-20.121 -0a0 .1t0.0 Custm7 SOW 16A31-18.130 .8a0 -11M0. 00=Sim 74.131 - l(ILIM +80A -110.0 n Sj- r 12464.14.130 .80.0 410.0 Egt0141te 24777 +Bag -110.0 �- e t.tatam Sae StmamdPwtiaw 24.131-25:77d 2(XS44-24.133 +8Q0 +eaD -110.1) -170A g �$ F- Qetem Slm Cgs=S122 20.131 -20.843 1&135=2%130 +80.0 *M.0 J10.0 A10.1) O=m SS 1&!31.1&130 +8a0 -itO.D C11A.M Size 74.13 --1&100 +8R0 -110.D ShWbeSt 12484-14.130 +EEO -110.0 dr aquaNim 31.904 +Boo .110.0 0l Size Stmdard Pmuerr.130 1.9m .a" rm7A -110.0 110.0 Cas". stm 5]9i .SRO .110.0 Cusom Size 4.130 +83.0 -110A 0==S= MM1M1-24.130 .1M7 -noCUStmn Src- .130 -60.0 110.0 Cmtan Sa eL 5D+8D.0 -110A Stma.t 6.13o -80.0 -110.0 EguaAte4 .OaO -11a0 Cumfom Sae 3&131.38.463 480.0 --110A 7C CWOT Sc Sittteed Pndwt 34.131-36.13o 30.934-34.130 •,eAo .00.0 -11DO 110.0 Ctatem Size 30.131 •30.9a1 +8Q.0 -110.0 Chan 8= 2&131-30.130 -fMO -110.0 St*= 2&]84•-21L]30 -80.0 .110.0 84- EQ.We 42464 ,W.0 -11R0 ClmtOm Sae 36.131 -424G7 +80.0 -110.0 sfandar0 ptnubw 3i.]94-_38.73D +BaO E moo •MINIMUM SASH H136W FORFLLNGED WINDOWS L& TIP 707'IP HIIGHY- 49,391 MINIMUM SASH HEIGHT FOR INTEGRAL FN AND EQUAL LEG WINDOWS M BUCK HEIGIiT-48-M MDVIMUM SASH HMGW FOR FLANGED. RADIUS TOP WINDOWS M. TIP TO TIP HEGHT-49" MNMWM SASH HEIGHT FOR NTEGRAL AN AND EQUAL LEG, RADIUS TOP WINDOWS LS: BUCK HE*W-4&WG GLASS ASS *V'Ar , �RE �- GLAS NOM. GWSSSTACK .090' SG AIRSPACE !B•N4 �tB"HS GLASS 3t 74 7R' NaM. STD (i �SBSiE GLA$S?YPE 10 AM IN6• AN GL C. ;E-90n�!! GLASSTYPE 14 1) TIPTO TIP DIMENSIONS SHOWN- FOR INTEGRAL FIN AND EQUAL -LW WINDOWS.SUBTRACT1"FROMTHETIPTOTIPDMdENSLONNTHETABLETODEMWZTIlEWOVOOWSRS 2) FOR SIZES NOTSHOWN. ROUND UPTO THE NEXTAVAILABLESIZ12- 3) FOR RADIUS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN'iHETASLE ASOVE MCH THE RADIUS TOP WINDOW WILL COMPLETELY FrrWff M 4) WINDOW'- Wrrm THE LOW SILL OPTION ARE LJMTTED TO A MAXWUM POSTITVE DFStGN PReSSURE OF.65 PUFF NEGATIVE OSSIGN PRESSURES ARE - UNAFFECTED. r L 1 3116"NOM. GLASSSTACK 13r78' NOM. GUYS STACK 0WSG 3nr HSGLASS 30 GLASS 12'NOWL 1MGLASS HITS 7e GLASSTYPE9 � GLAS SAL `- GlASS STACK AIRSPACEQ40'SG 1!6'AN 911rAN GA'".S c ®0 70J3 GLASSTYPEI/ 13/16 NOM. - GLASSSTACK .WV SG AIRSPACE lLriP 3l76'AN GLASS 31 74 �R 172'NOM. GLASS8fM a Tars ®� GLASS3YPEI3 LAS TA GLASSSYACK IX40 SG AIRSPACE 3ttSTP HSGLASS. 31 E K 4 R (;IASSTY y5E 75 AWANNEAL.@ TP-TEMPERED HSz HEATSTRENGTf EKED A) NO CHANGES THIS a SHEET. 'a JR - 0311920 j N0.:8iU5 .,Fa 19-N"11111A.l_ LNG: A LYNN MU- P.E f Archer 4brattlW0-. RegtrM4 for Through -Frame Ir55t:Mon UsIna G(as--T est7 T,o to TlpWm 18• 23' 1 33- 1 37• K dr 145'1 47 S3tgi" r.Aw a m ti�"N1224• .bmh of Ic Zft ¢ .Gmm z ¢ Ja14M ¢ ¢ )aMb ¢ c iLvnb J3asoa. Sa11+ M` SMhH . EPrt4ilo 12464 1 2 1 1 2 1 1 2 1 1 2 2 1 2 2 7 2 2 1 2 2EgvdQ6 31• smndmdpow 16.964 1Z994-15.564 1 2 2 2 1 7 1 2 2 1 Z 1 1 2 2 2 .1 1 1 2 2 2 Z 2 1 2 2 2 2 1 2 2 2 2 2 2 1 2 2 2 2 3 1-2 2 2 shm-1 12A64-12593 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 Eg ucv SMMdlid PfWLW 1&652 7S91C-1&651 2 2 2 2 1 2 1 2 2 1 2 1 2 2 2 2 1 2 1 2 2 2 Z 2 2 2 2 2 2 2 Z 2 2 2 2 2 2 2 2 2 2 2 2 2 36.Wr .. ReMn SL-e 15.134-15.9Ci 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 Ctatem StZa 14.131-1&130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2'shmast . 12464-14.130 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 z 2 2 22 2 ftmHIm 'PS964 2 2 1 2 2.1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 212. 2 O1adn Size SL1ndmd PfWCW 2D.131-229st 1&SW-20.13D 2 2 2 i 1 2 1 2 2 1 2 1 E 2 z 2 112 1 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2 2 2 2 21212 2 d 2 2 ' 45" Cosidn sae 16.131-1&S31 2 2 1 2 2 1 2 2 1 Z 2 2 2 Z 2 2 2'. 2 2 2 2 2 2 2 Rlstommm 1=ml-16.13D 2. 2 t 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 :2 2 2- CL01om Ste 14.131-16.13D 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 212 2 2 2 2 2 2 2; Shores! ' 12464-14.13D 3 2 7 3 2 1 3 2 1 3 2 2 3 2 2 3 2 21.11 2 3 2 2' Equ wjm .249% ' 2 2 1 2 2 1 2 2 1 2 2,212 2 2 212 2 212 2 2 2 2. Oatam SI= s=Tftd P101cw 2L131-7A.963 2&t94-2213D 2 211 2 211 2 2 2 1 2,1 2 2.1 2 2 2 t 2 2121 -2 2 2 2 2.2 2 2 212 2 2 2 2 2 2 2 2 2 ,2 2 2 2 2 2 2 4T C d=Sls 16.131-Z.193 2 211 2 2 1 2 2 7 2 2121212 2 2 2 2 11 2 '2 2 2 :OstorOSlzo 1&131-7&1M 3 211 3 211 3 2 1 3 2 2 3 2 2 3 2 .2 3 2 2 3 2 2 Clstrrm Sae 14131-1&130 3 2 1 3 2 1 3 2 1 $ 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Snonest 12464- m= 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 -Z 3 2 2 3 2 2 EvMWM .mTa 2 2 1 2 2 1 2 2 1 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 a CIe.1an Size Stalldad P+Wiw Z4.131-25.776 7AI.844-24190 2 2 2 2 1 2 7 2 2 1 2 7 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 212 2 2 2 2,2 2 2 2 2 2 2 2 2 F _ Omom Sae Cusmm Szo 2D.131-24" 1&131-20AM 2 2 3 2 112 113 2 1 2 1 .2 2 3 2 1 2 1 3 2 2 2 2 2 2 3 2 2 2 2 3 2 2 2 2 2'2 3 2 2 2 2 3 2 2 2 2 CIC=Sre 1&131-5&130 3 2 1 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Cralcm Sizo 14.131-1&730 3 2 1 3 2 1 3 2 t 3 2 2 3 2 2 sbmtm 12464-14130 3 2 1 3 211 31-2 2 3 2 2 3 2 2 312121 312 2 smplae 31.964 2 3 1 2 3 1 .23 2 2 3 2 2 3 2 2 3 21.213 Z Oslrm Sae Standard Pmlibv 2&131-31.SG1 25.794-2&130 3 3 3 2 1 3 1 3 3 1 Z 1 33 32 2 2 3 3 3 2 2 3 2 3 312 212 31312 3 .2 313 2 3 2 3 2 Otter G= 24.131-26.793 3 2 1 3 2 1 32 2 3 2 2 3 212 312124312 2 RE' CuRvn Sm TL131-24.130 3 2 1 3 2 1 32 2 3 2 2 3 2 2 3 2 2 312 2 CuMom S'Gn 21.131-TZI30 3 2 1 3 2 1 32 2.3 2 2 3 2 2 3 2 2 3 2 2 cu=.S= 1&131-20.120 3 2 1 3 2 1 32 2 3 2 2 3 2 2 3 2 2 3.2 2 0=m Sze 1&131-I&150 3 2 1 3 2 1 32 2 3 2 2 3 2 2 3 12 3 2 2 Spa= 13.194•-1&1 412 1 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 E4nf•0t0 3&464 313 1 3 3.1 5 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 CtGom $C 3&I3I-3&4G3, 31 3 7 3 317 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 E 7W G19fdln Sire $41tl3d Proapv 31.131-36.130 31994-34.= 3 3 3 311 1 3 3 311 311 3 3 3 3 1 3 1 3 3 2 -3-2 3 3 3 3 2 3 2 3 3 2 3 2 3- 3 3 3 2 3 2 3 3 2 3 2 OrRzn S$7D 30.131-3D.SS! 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 prdttn Sty Z&131-30. t30 3 3 1 3 3 1 3 3 2 313 2 3 3 2 3 3 2 3 3 2 Shw= ffi.194•-2&133 4 2 1 a 2 1 4 2 2 a 2 2 4 2 2. d Z Z EOmf-m 42464 3 j 4 1 3 4 13 4 Z 3 4 2 3 4 2 3 4 2 36.13t-4_'"4G' 3 4 1 3 4 13 42 3 4 2 3 a 2" 3 4 2 m 34,194••3&137 4 3 1 4 3 1 4 3 2 4. 3 2 4 3 2 4 3 2 • MINIMUM SASH HEIGHT FOR FLANGED WINDOWS IS: TIPTO 71P HEIGHT-49291 MINIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS IS BUCK HEIGHT-4&301 MINIMUM SASH HEGHT FOR FLANGED, RADIUS TOP WINDOWS ISTIPTO i1P HEIGHT-49.M MINIMUM SASH HEIGHTFOR INTEGRAL FIN AND EQUAL LEG.R>DIUSTOP WINDOWS IS: BUCK HEIGHT-48205 elm Type Dosc ipson (LISmO from Exteriorto ltdnAor) 1. WWAOK VO,97 PVB, WAN 2 13NE UG: W AN CAP, AIRSPACE, 178- AR .OW PVB. US'AN 3 1311E LG: 118° TP CAP, AIRSPACE. V&' AN, .097 PVB, lhr AN 4 1N8• HS, .09D' PVB. 1t8•:HS 5 3l16' AN, -E7w PVB, 3f18• AN 6 113fle, LIM 311E AN CAP. AIRSPACE, lir AN, .OW PVK 1I&• AN 7 13118 U .. 3/1ti TP (-AP, AIRSPACE, 1I8• AN, .09M PVB.11&• AN 1)TIP TO TIP DIMENSIONS SHOWN, FOR INTEGRAL FIN AND EQUAL -LEG WINDOWS, SUBTRACT 1- FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOWSM 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SOLE 3) FORRADRIS TOP WINDOWS, FIND THE SMALLEST WINDOW SIZE IN -THE TAME ABOVE WHtOH THE RADIUS TOP WINOOW WILL CDMPLETFLY FITE41TTHK 4) WINDOWS WTTI1 THE LOW SILL OPTION ARE LIMITED TO A MAXM= POSITIVE DESIGN PRESSURE OF+65 PST. NEGATIVE DESIGN PRESSURES ARE UNAFFECTED. PRODUCT REVISED as al Bing with the Florida 8mldidS Code NOA-N0. 20-0401.11 E1tpi4.m- Date 0012312023 r+- MIa1N-Dado flr0de4Ct GO M M A) NO CHANGES THIS a SHEET. P a` JR - 03111aO 9 Ric Q � o � •4ia LT a 0 r iri N ai4l a Q 0 O 2 Oy-j p W O h Z $ J •or0 ojr I" 9rou0 v �zcD z Z 2 W m F4- IL O � p.� J } H Z 2 F Z :aws Q ' rA 7 CF Z O p < y ¢ aI12 m�D Uw5 „4.. No..SF.105 .9 T.-OF v avA: r��lfti1t1 t11t A LYNN MAULER ME ' Mebar Cuent lies Required for " Through,4FI a Irisfallanon GiraT 8-7S TP re Tpw(*n 19 2S' 3r 3T L 4T 4S 'v w-lir •ea0b r S d o $ mm .ism o '6 � ci .bmb t _'6.P't-- ¢ mm .lN4D E 6 m t+mo 1xS 6 m .lamb .lamb lamb 15 Bottom Sao £1rG,M1 Sa4hH � I4r9m G4) 2R Eywtiac 12afia 1 2 1 T 2 1 1 2 1 11212 1 2 Z 1121211 2 2 112 2 31' BcygHlte Swd dPMJ, 75,964 12994-1&963 1 2 2. 2 1 1 1 2 2 1 2 1 1 2 2 2 1 1 1 2 212 2 2 1 2 2 2 2 1 2 2 2 2 2 2 7 2 2 2 2 7 9 2 2 2 2 2 Shtd= 12A64-1t'M 2' 2 1 2 2 1 2 2 '1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 E¢tat,9m swat m pmm 1ASR I&W _'1651 212 212 1 2 1 2 2 1 2 1 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 .2 2 2 2 2 383nr Cw=Size 16.151-15943 2 2 1 2 2 1 -2 2 ,1 2 2 2 2 2 2 2 2' 2 2 2 2 2 2 2 Costal SO 14131-T&= . 2 1 2 2 1 '2 2 t 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 shm-st 12464-K130 21211 2 211 2 2 1 2 2 2 2 2 2 2 2. 2 2 2 2 2,212. Equ"ie 22964 • 2 2 1 2 211 2 2 -1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 C%AtomSim •. Stardom Pmreu 20.131-3.963 1&544-20,130 2 2 2 2 1 2 1 2 2 1 2 1 :2 2 '2 2 1 2 1 2 2 2 2 2 2. 2 2 2 2 2 2 21212 2' 2 2 3 2 2 2 2 2 2 312 312 4S O dao Size 4&IM - IMMMM 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 213 C =m Size - 15.131- I&130 2 2 1 2 2 1 2 2 1 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 3 C1t90m She 14131-15.130 2 2 1 2 2 t 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Stmiest 124rA-14.130 3 2 1 3 2 1 .3 2 1 3 2 2 3 2 2 3 Z 2 3 2 2 3 2 3 E6Uaf4ft 24994 2 2 1 2 2 1 .2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 Cramm V20 S=xt);d Pm4eir 22191-24963 20.194-27.130 2 2 2 2 l 2 t 2 2 1 2 1 2 2 2 2 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 21312 2131282.3 2 3 2 3 ' Ar Cuatan Size 1&'131-2&f83 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 212 21213 3 ' QS.'m1n Bee 113.131. 18,130 3 2 1 3 2 4 3 21113 2 2 3 2 2 3 Z 2 3 2 2 312 3 Cusm.11 Sae. W.131-1&130 3 2 1 3 2 t 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Sbatest 12.464-14,130 3 2 1 3 2 1 3 2 133 21213.12 2 3 2 2 3 2 3 3 2 3 a. £pm6Tdo - 25.717 2 2 1 2 2 1 2 2 112 2121212 2 2 3 2 2 3 2 2 3 2 o F' e Custom Stm Standard Pm4m 211. -2rMti 20JW-24X70 2 2 2 2 1 2 1 2 2 1 2 1 2 2 2 2 1 2 1 2 2121212 2121212 2 2 2 2 3 2 3 2 2 3 2 3 2 2 2 2 3 2 3 3 Cusmm Sae 2Q737-2L94i 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2$ 3 F S Cbet=mm 18.1m-20.130 3' 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 C44tm+5ae 16 -1&130 3 2 1 3 2 1 3 2 2 3 2 2 3 2 213 2 3 3 2 3 Cr6mro Sim 74131-18.t30 3 2 1 3 2 7 3 2 213121213 2 213 2,3 3,2 3 Sbartaf 12464-K't30 3 2 7 3 2 1 7 2 2 3 2 2 3 2 2 312131312 3 E-q"ft M.964 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 .14 2 4 3 Clrtan Si-o Startdam PM40W 2S.131-31.963 26,7W-2&130 3 3 3 2 1 3 1 3 3.1 2 1 3 3 3 2 2 313 2 3 2 3 113 3 3 3 2 3 2113 3 3 3 3 3 4 3 3 3 3 OrAcrn5ize 24.1M-25,7W 3 2 1 3 2 1 3 2 2 3. 3 2 3 3 217 3 3 3 3 3 6T Qle4m 6las 22.131-24.130 3 2 1 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 22 tismm Sba 2Q131 -2ZI30 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 313 C atom Stm 18.131-20.130 0 2 1 3 2 1 3,2 2 3 z 2 3 2 2 3 2 3 4 313 tamtan Site 1&131-i&136 3 2 1 3 2 1 312 2 3 2 2 3 212 42 3 :4 2 3 slw = 13.19e. t&AO 4 2 1 A 2 1 4 2 2 A 2 2 a Z 2 4 Z 3 4 2 3 azailao 3&46a 3 3 1 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 m mm Slze 3&73t -W4-s3 3 3 1 ITT 1 3 3 2 3 3 2 3 4 '2 3 4 2 314 3 7v C=mat SLM SmtAad promo 34131. 130 =994. 34.130 3. 3 3 3 113 1 3 3 3 1 3 1 3 3.113 3 1 3 E 2 3 2 3 3 2 3 2 3 4 3 3 2 3 2 3 4 3 d 3 3 4 3. 4 4 3 Qcttrn SL: 31131-'20,957 3 3! 3 3 1 3 3 1 3 3 2 3 3 2 313 2 4 3 3 4 4 3 Qalcm s ze 211131 -300W 3 3 1 3 3 1 3 3 1 3 3 2 3 3 2 4 3 2 a 3 3 a 4 3 Stag �194--2&130 4 2 1 4 2 1 4 2 1 4 2 2 4 3 2 s 3 2 A 3 3 A 3 3 Eq•.m101e lz4rA 3 a 7 3 4 1 3-7-1 3 41213 a 2 3 4 2 3 a 3 '3 5 3 8a' C:statr Size 3&731-42A63 3 4 1 3 4 1 3 a 1 3 A 2 3 4 2 3 4 2 A a 3 4 5 3 Standard Pmwon 341Sa'-30.730 t 3 1 4 3 1 a 3 7 4 3 2 a 3 2 4 4 2 a 4 3 4 4 3 MINIMUM SASH HEIGHT FOR FLANGED MNDOWS IS: tIPTO TIP HEIGHT-49331 raN0NUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG WINDOWS & BUCK HEIGHT• 48391 N NONUM SASH HEIGHT FOR FLANGED. RADIUS TOP WINDOWS IS: nPTO T1P HEIGHT-49M6 MNIMUM SASH HEIGHT FOR INTEGRAL FIN AND EQUAL LEG, RADNSTCP VMMOW".r M BUCK HEIGHT-4&805 Mass Typo V Dostr)prort (Llsted from E wrWto in2odor) 8 3H6' AM .030' SG. 31tG AN 9 3716" HS, .090' SG. 3116-HS 10 13116" Uta IM AN CAP. ARSPACE, 11T H$, .09TSG-'U9 HS ti t3-MG' LUG 119' AN CAP. AIRSPACE, 3MIr AN, .090' $G 3111Y AN' 12 ' 13116'L.iG 118' TP CAP. AIRSPACE. 118' MS. .0 7 SG. IIV HS 13 13n 6' US: 11S' TP CAP, AIRSPACE, 3116- AM ABIY SG. 3MG' AN to . 13I16' LIG 31'16- AN CAP. AIRSPACE, 1fT HS, ,O9J' SG, W HS 16 13T16't1G, 3M6'-TP CAP, AIRSPACE, 118' HS, .090' SG,1!$' HS 1) TIP TO TIP DIIASMONS SHOWN. FOR INTEGRAL FIN AND EQUAL -LEG WNDOWS, SUBTRACT I• FROM THE TIP TO TIP DIMENSION INTHETABLETO DETEFMiNETHE WINDOW SIZE. 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SIZE. 3)FOR RADIUS TOP WNDOWS. FIND THE SMALLFSTWINDOW SIZE IN THE TABLE ABOVE WHICH THE RADIUSTOP WINDOW W0ICOMPLETELY FIT WITHIN. 4) WINDOWS WITH THE LOW SILL OPTION ARE L6'Pl M TOAWYMM POSM4E DESIGN PRESSURE 05-W PSF. NEGATNE DESIGN PRE55<1RESARE UNAFFECTED. PRODUCT REVISED as a. rptAng with the Florida Bolldlan Codo Non-Mo_ 20-040�.9'I EWrati- Date 0aMW2023 8y Miami-0ade P� ucL Control A) NO CHANGES THIS z SHEET. s z JFZ-03111120 � o a ❑ o T 610Q Oaw 0 � m z 1' g �Z z z Z ® r 1D J O 07 F � � z O � a J ``1111ru rri l7l t ... LYA.. No.55;0_- 3 ,3t�'i_ •. no..... i/,$SfCt jr�1 .y�,`�` -7tln lri=` A LYNN 1A0,L.M. P.E. REA S8706 INSTALLATION OPTION_2 INSTALLATION ANCHORED THROUGH FRAME OPTION.1 EDGE DISTANCE DIRECTLY INTO CONCRElF1CMU. �^--- �� EMBEDMENT ANCHORFiTHROUGH —^' FRAME INTO 2XWOOD FRAMEORSUCKSTRIP_ .. SEE NOTE & THIS SHZEr I ME 1 BED- EDGE 4 DISTANCE TIP To TIP HEIGHT FIXED VISIBLE LIGHT HEI GHT I EXTERIOR a ,.WEEP NOTCH AT EACH END SASH VISIBLE LIGHT HEIGHT l SEETABIE f NOTE 13.FOR HEADTYPE TYP. ANCHORTYPE, — EMBEDMENTAND EDGEDWANCEPER SUSSTRA'(E,SEE ' TABLE 8. TYP. ANCHORTYPE EMBEDMENTAWDEDGE DISTANCE PER SUBSTRATE. SEE TABLE B. 73 USE ETlliii,l SWEEP LA•fCli@ MIDSPAN OR 2 SOTTOMLOCKS ' TAL OPTIONAL HI -RISE SILL SHOWN. SEE SHEET 10 FOR STANDARDSIU- IM'MAX. j-SHIM NOANCHORS REQUIRED IN . FLANGE OR EQUAL -LEG - - FRAME M I VERTICAL SECTION B-B INSTALLATION OPTION 3 ANCHORED THROUGH FRMAEAND ,X SUCKSTRIP INTO CONCRlF7Et 11U_ SEE NOTE 2 THISStIEET. EMBEDMENT IWMAXSM I SASH VISIBLE -I17 � �' EDGE . LIGHTWIDTH DISTANCE 15 f+ TIPTOT1PWIDTH (EXTERIOR HORIZONTAL SECTION.A-A V Imo• 1/C b7A)C SHWt . f DADEAPPROVED MULLON.FBC . . COMPLIANTALUMINUNVSTEEL FRAMING 1 OR STEEL STUD. MAY BE VERTICAL OR PROPERTIES, TABLE& INSTALLATION' OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Mtn. E49e On. AnchoC SvEstrSte Distance Emhedmant P.T. SiTjuw Pine (SG=0.55) S1,8" 1-&V 012 31"4 Alum(mfm. W03-TS rain. 316' 0.063' ar410 Ss screwA35 SS StafJ 3w n�, Steel Stud, Gr. 33 min. 3111" 0.045' (78t,a) Conemote (min. 3.3S kaj T' 13fa' . IW 41O SS tingmuted CMU, (ASTM C 90) 2-T2" t-V4" CfeleFlax P.T, Soothe_ Pkre (Ss--0.ss) 1" I-w 1/4" SledCAnoreta (muL 28S kwj r I -TV U'JmuMd CMU, (ASTM C-9)) 2-V 1-1/4' Ultracen P.T. SDU%h m Pine (SCr-0.55} 11 11w Conmto (m!rL 3.00 ks4 1.3ms 13IF" V4' $Lee( Ult + UMm Aed CMU, (A:.T4 C-90) 1-Vr 7 VC awn p.Y Soothe_ Pine (SG=O.SS) P 1 7318' W MIN. Vf•3 I mmkA z; t>"t IUNU Im AntIAL OUtl ~IG B) USE ONLY FLATHEAD ANCHORS IN JAMBS. PANafOWIATHFADTYPE IS ALLOWABLE FORANCHORS IN THE HEAD. C)'UNGROUTED CMU' VALUES MAY MUSEDFOR GROUTED CMU APPI=7I NNS. NOTES TYR ANCHOR TYPE EMBEDMENTAND EDGE OLSTANCE PER SUBSTRATE -SEE TABLE& VISIBLE LIGHT FORMULAS (SHOWNFORHI-RISES L SEE SHEETS FOR SfANDARD:SIL4 M TH Q SASH & FIXED LIME TIPTOTfP WIDTH MGHT fE0UA4LRES TIP TO TIP HEIGHTfY-33W HEIGHT RO @FKM UTE:71PTO TIP M85tiT/2+3., B' dkw, m,T(PTOTIPHm0m-1tB3' HEIGHT (CUSTOM SASH) @FVM LETS TIPTO 71P HEIGHT • SASH HEIGHT -3.55" ®SASH: SASH HEIGHT-4SW 1) USE ONLY SUBSTRATE-APPROPRIATEANCHOP.S LISTED ON TABLE & FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WNDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PERTASLE S. ALLWOOD BUCKS LESS THAN ,-1L.2 THICKARETO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKSAREOPMNAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1.1 ¢'THICK ORGRFATSi 1X AND 0( BUCKS OiAMEN USED) SHAD. BE DESIGNED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESICN AND UWALLATIOM IS THE RESPONSIBILIT(OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT(ALSO REFERRW TO AS DAYLIGHT OPENING) tS MEASURED FROM BEADING TO BEADING. PRODUCT REVISED a. eemp=p�n91 with the Florida Building COt1C noa.No. 20-0401.11 Expi athm Datooi; 23/2023 �M�y BY 1 AAarol-Dude Pn u-t Control A) REVISED ANCHOR o TYPE TABLE " JR-03M1/20 sn N Q � K. o 3t 0 o CD T9 N 010J O Q OJ y z J S W o ' z W Z CD a oN 3M0 _ n > z j 2 O r- Z ZO laaus F g W X 4 to Z US a Q is �rou •�caa t`,,1111 t tflvtllfrl r\`: Li l:Nflrr�� • No. 5J'05 �iS�vi+IfiL �Gti\� rlllf Jilt11'\1 A. LYNN MILLER PA PESSEI'm INSTALLATION DETAILS FOR EQUAL -LEG FRAMES INSTALLATION OPTION 1 EDGE DISTANCE— —T---------�-- ANCHOREO THROUGH PRAMS INTO 2K WOOD. i FRAME OR BUCKSTRIP_ Misty - SEE NOTE 2,THIS SHEET ,�O _ ME5r L } 1 FDCED VISIBLE .' LIGHT. HEIGHT I INSTALLATION OPTION 2 ANCHOREDTHROUGH FRAME DIRECTLY INN CONCREiFICMU. EMBEDMENT usrMwcsHIM Tf EDGE D15TANCE SEETASLE •_ . a . NOTE B.'POR HEAD TYPE TYP.ANCHORTYPE, i EMBEDMEJTJwD - EDGE DISTANCE PER SUBSTRATE.SEE TAMES. TYP.ANCHORTYPE, EMSFEDIA 11TANDEDGE DISTANCEPER SUBSTRATE. BUCK USE EITHER 1 HEIGHT " SWEEP LATCH Q NDSPAN OR 2 BOTTOM LOCKS SASH VISIBLE LIGHT HEIGHT EXTEROOR ,2 33 15 OPTIONAL HWWM SIU. MOWN. SEE 1-WEEP 42 SHEETIOFOR NOTCH AT STANDARD SILL EACH ENO y I�1l4' MAX SHIM NOANCHORS _ f REOUWM IN _. FLANGEOR EQUAL -LEG FRAME SOUS VERTICAL SECTION B-B SEE TABLE S. km I'D(E 1 VISIBLE LIGHTWll7TH INSTALLATION OPTION 3 ANCHOREDTHROUGHFRAME AND Ix SUCKSTRIPTNTO CONCRETFIOWU. SEE NOTE2. THIS SHEET. 1/4•MAXSHIM -•�-I }•�•— SASHVISISLE ,7 LIGHT WIDTH. --.- .-- SUCKW IDTH �J EXTERIOR ' _ HORIZbNTAL SECTION XA 1 1!4`IMAX.SH[M. �T DADEAPPROVEDMUWOK FSC NIPLMrAUN=NISTEELFP NGING - OR STEEL STUD. MAY SEVERTICAL OR HoRMONTAL SEESUSSTRATE PROPERTIES, TABLES. INSTALLATION Eq OPTION 4 LEGIBOX ANCHOREDTHROUGH FRAME FRAME INTO METAL SHOWN Mot. Etlgo MIn. Atteiwr Stlbs=e Distance Embedment P.T. 30uOs= pk a (SG-0.55) 941E 1 w 2125tec1, 10 Aluml,6963-15 mtrL mumA30 3w 0.0w SS S SS Strew cr Steal 3w olow Steel Shed• Gr. 33 min. 3r 0.00.5 (18 Ga} Conuete (mim. 3.35 ks17 T' V� b70 $S Cfetel'I Unglmdad CMV. (ASTM C•90) 2-1/7 1.114- P,T Scu tem Pine (SG--0.55) 1. 13/r Conveto (slim 2.85 Ksi) I° 7.38- ee II4� Sieel UIL =ted C UU. (,AS'TM C-96) 24Fl 114^ LIlita P.T. Southem Pine (SG=0.55) 1- 1,W Canaeto(mlm• 3.W kat) 1-3M6" 13v V4' Sieel Ungmuted CMU, (ASTM C-9D) 1-1? I -VA, U(Dzeon P.T_ Sanh-m Pfne (SCrQ55) 1"I i-am- A) MIN. Or 3 1l1KrAW =T,.m. I nC aeGuu.­ net, e B) USE ONLY FLATHEAD ANCHORS W JAMBS. FAITHSOFLATHEAD TYPE IS ALLOWABLE FOR ANCHORS N THE HEAD. C)-UNGROUTED C MU- VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. NOTES: EMBEDMENT EDGE DISTANCE - -' PRODUCT REVISED as eompfylog wlfh the Florida Butong Colo NaA lao, 2"401 1.1 E pimvon Dato08/2312023 layProtivet Control A) REMED ANCHOR _ a TYPE TABLE. JR-0311T/20 TYP. ANCHOR TYPE, EMSEDMENTAHD EDGE DISTANCE PER SUBSTRATE. SEE TABLE B. VISIBLE LIGHT FORMULAS: (SHOWN FOR H•RLSE SILL. SEE SHIN 9 FOR STANDARD SILL.) W10TH @ SASH a FIXED Lfl7—: BUCK=TH-4.12' HEIGHT (EOUALIM - 5UCKHEIGHTM-323 . M2ff EMIAEVW QF%ED LITE SUCKHEIGHT2+42r QSASH: BUCK HELGHT2-llAr HEIGHT (CUSTOM SA11 @FDC60 LTTE BUCK HEIGHT -SASH HEIGHT-255• QSASFt SASH HEIGHT-4,60- 1) USE ONLY 6USSTRATC•-APPROPRMTEANCHORS LISTED ON TABLE S. FOLLOW 048EDMENTAND EDGE DISTANCE LMUTSANY INSTALLATION OPTION SHOWN MAYBE USED ONANYSIOE OF THEW INDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PE•RTABLE & ALL WOOD BUCKS LESS THAN 1-7i2' THICKARE TO BE C.ONSTDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT 13 INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS DEPICTED AS 2XARE 1-1)2' THICK OR GREATER. IX AND2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPMYTRANSPER LOADS TO THE STRUCTURS. WOOD BUCK DMGN AND INSTALLATION is THE RESPONSIBILITY OFMe ENGeZEEROR APCHTTECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAVJG14T OPIDONG) IS MEASURED FROM BEADING TO SEADINM 11 q 0 •aay lY O o C9 N ate O 2 Q 0 �� cl)z o Z_O I 1S m o U U_ co d RB "a r F.- Z co Dma Ord Vize, z Z = Z O _ O o l U Q is 0 Z UJ U insyS 2 N X 3 a N Q La atic •asap ` _L ; tle_ 58705 JslcljlSl�'i1lr=.L !!lrlf liltL:it' A LYNN IA-tM RE P.Ex w g INSTALLATION DETAILS FOR INTEGRAL FIN FRAMES EDGE DISTANCE f•+- EMBEDMENTEDG. DISTANCE I •U6'MAXSHIM 27 � 30 FIXED VISIBLE LIGHT HEIGHT 14 . 43 BUCK HEIGHT � SASH VISIBLE LIGHT HEIGHT EXTERIOR 18 1.a & NOYCH AT EACH END TYP.ANCHORTYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 9. (SCREW SHOWN) 114"14AX. L�IISEDMENT -SHIM I '--TTP ANOHORTYPQ ..EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE. SEE TABLE 9. 13 ' IJSE ElTHF3t 1 SWEEP LATCH NIDSPAN OR 2 BOTTOM LOCKS STANDARD SILL SHOWN. SEE _ f\ 33 PREVIOUS SHOT FOROPTIONAL Ht-RISESIL.L 1(a"MAX EDGE EMBEDMENT } -- VERTICAL SECTION D-D 1r4"MAX.SHIM —1 1k"MiVC SHIh�1 LIGiiTWIDTHIDTH !/ � FO(ED VISIBLE r 1-IGHTWIDTH BUCK 4ND'IH HORIZONTAL SECTION C-C DADEAPPROVED MULLION. FSC --COMPLIANTALUMINUMISTSEL FRAMING ORSTEEL STUD. MAY SEVERiICAL OR HOPMWAL SEESUBSTRATE PROPERTIES. TABLE 9. #10OR012STEM SELF-MLLING SMS (GS). SEETABLES. INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL Anchor Substrate Min. Edge Distance Min. Embadmerd 2-112' x _113` Feat Nah P.T. SoMWIen Pine (SG-0.55) 5116, Z438 2-1& x .131" Common N*it P.T. Southem Pine (15G=0.55) 3/6" 1438 2-TI2" x .146' Rocling Nail P.T. SoMem Piny, (513=0.55) 31tr• Z438 Z-Vr x .145' Rooting bait P.T. Southern Pine (SC=O-%) 3f8" 2.438 •." a S' e ' Trusshe: Screva 12 Steel. 184 ora10 SSMOW Screw IOEW'Tva PSmAhem Pine (SG=0.55) 112" 1.375 2V A)uTdrcnun. 606346 min 5I16" 0.125 A36 Steel 5116" (LDS Ga) Steel Stud Gr. 33 m TL 5116' D.-- A) MIN. OF 3 THREADS BEYOND THE fl",4L sur.'StHAiE. LBXiE DISTANCE TYP. ANCHORT WP- EABEDMBYLANDEDGE DISTANCE PER SUBSTRATE SEE TABLE S. (NAIL SHOWN} VISIBLE LIGHT FORMULAS: (SHOWN FOR STANDARASILL; SEE . SHEETS70R8FORHFRI�-SILL) WIDTH SASH & FD(ED LTTe BUCK WIDTH-4.12- HH GHTMQUAL-1-R6T BUCK HE1GHD2 -923' HOGHT(PROMEw- ,@FDCfD LITE: BUCKIiQGH7¢�e.28" (QZSASH: BUCKHMCHTR-11.47 HEIGHT TCrld SASHL AXED UT� BUCKHEIGHT -SASH HEIGHT-258' (QSASH: SASH HEIGHT-4.fi0" YI Ili 1) USE ONLY SUWrRATE4PPROPRIXTE ANCHORS LISTED ON TABLES. FOLLOW EMBEDMENT AND EDGE DISTANCE UM7S. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY $LOE OFTHE WINDOW. 2) VISIAIE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. A) NO CHANGES THIS a SHEET. ! JR - 03/11/20 ttn r r Y L~+`1Cl/ r \� p •.......•• :Q NO. 1:-` CWAL ' ;11 n 11ltt A LYNN MRAZIL P.E RESS8705 2Z4ir IAA. A62- .OFLAWE FRAME HEAD O'FLANGE FRAMESILL 224V e t.,2s 2112" OINTEGRALFIN FRAME HEAD zow ssr Oar ' f OEt1UAL LEG FRAME HEAD OFLANGEFRAMEJAMS 2795- 2798• —+-{ 279r --+i .o62- .06r t.126- } O EQUAL LEG'FRAME SILL roFLANGEE SILL OINTEGRAL FIN FRAME Sal . 3.,56- .as2- I �¢ Oa INTEGRAL RN FRAME JAMB 2060• .a6r 224` ___I O EQUAL LEG FRAME JAMB 3.005 0.137 .osr osr t.t2S /2 EQUAL LEG FRAME 1 OSIU.HI-RISE OLt aCrMRAI. FIN FRAME Sal -HI -RISE 'f .170' ` I AiCONE STRUCNRAL POLY[SOBUTYLENE t14- NOM. 277r J WITH 2211• 2,OA A6r DESICCANT 2t50• ASp t235- .aaz- , GLASS I EXT. GtA .C" 2° --•'-II-'� --•-� t300° .30a- i-°-• --� ,.300- {+.—. t'_' . SASH BOTTOM RAIL- 70 KODISPACE45G iPS to SASH TOP RAa. OFIXFA MEETING RAIL OH•RISE O SASH BOTTOM RAIL cr SASH SIDERAO. .SIT OHEADANCHOR O COVER 54G' .046' ss 1 62T —^� 1.370- to SASH STOPCOVER. @ IG BEAD .e6S �+-� F � SIT � �--+-�A95• 1 I '6 ` ear ''�alz } 8IG SNAP BEAD @ WI6- LAM; BEAD 0 7/76-LANs HEAD T.111FS7 HVM. STRUCTURAL' 3l76'NOM. SILICONE FOAM wrrH DESICCANT EXr GLASS / .cuss 7, SUPER SPACER' NXT' ALUMINUM POLnSOBUrYLENE uaslcmwm REINFORCEMENT SEAL Siff NOM. ROLL -FORMED SRICONESEAL BUTYLSTAINLESSSfEEi. �CCA FOA EXT. GLASS* EXT. GLASS r. GLASS NT. GLASS ODURASEAL*SPACER (DXLEDGE mSPACER PRODUCT REVISED ffi �uPtY�9 with tl:o Flmtda Buifdlug Codo Non-Nt 20-0401.11 ma*auoa Date0812312023 { �I A) NOC. CHANGES THIS SHSf: A - 03/19110 c 4 7 � 0,0 o IS t^v o ° 00 w < O SS z �o z"-� 0 Omo �uJ > p v Z O Z Z x u- p C m j A YC� Z O [� PGT P. Oosaription Hlatorfa) 1 92001 Head. Flang® Alum.658 -_ 2 624017 Head: Integral Fin Alum. 6 663-T6 624028. Head. Equa6leg Alum. 6063r 624004 Jamb, Flange Alum. 6OW-13 Jamb. Flange (Used for Altemate Radus Top Head)Alum- r4A 624020 Jamb, Integral Fin Alum. 6 663-M Jamb. integral Fn (Used ForAltemate Radkm Tap Head) � �-T52 624031 Jamb, EquaHeg Alum. 6083-TB Jamb,:Equableg (Used For Allemate Rados Top Head) Alum. 6063-T52 7 624002 Si11, Flange Alum. eDS346 8 1 624018 SUL lnteglaf Fin Alum- 6063-iF' 9 624M Siti, Equal -leg. .6063-76 10 624003:- Sal,:Hi-Rse,Flange Mr � 11 62401 $dt, H -Rise, kitegrdl Fin. 12 624030. SW, h0-Rise, EquaNe9 Alum. 6063-T5 13 6240M ' Sash .Top Rlv1; Atum.•6005A=f61 14 624005 ' FWO-d Meeting Ralf Alum. 6005MT61 15 624012•- Sash Bolt omRak-HW;;se Alum.'60Gi4T6 16 624WS Sash Bottom Rai! AWE BO6S TO 17 624007 Sash Side Rag 7Uum• �-T6 18 624051 Head And=Cow Alum.605 76- 19 624015 Sash Stop - Alum.6063-T6 25A 6240 IG Bead Alum. BQGi-T5 25B 624011 IG Snap Bead Alum.6063-75. 26 624010 5116" hint Beading' Alum. 6063-16 27 624026 71E' Lam Beading Alum. 6083-76 30 6TPPA7 Glazing Bead, Bulb vmyl:(Dr#S24023 Vinyl 31 61F248 Glazing Beatl, Bulb Vinyl iorA6240Q9 8 #624011 Vinyl 32 724046 Sweep torch ( aC Top R.* Cast ne 33 624049 Bottom Latch (U Sr10 mum- 6063'-M 34 Selling Block (178" X trX X47 Neoprene 35A IGSettingBlock (1/8'X3feX4") Neoprene 35B 724014 IG Snap SeOng Block Vinyl 36 724044. Bottom Rao Weal terstrip Extension 37 724053 Sill Gasket Polyethylene 38 724054 Sash Top ftl Gasket Polyethylene 39 724055 Sash Bottom Rail Gasket Polyethylene 40 724057 Head Gasket Polyethylene 41 77A063 Meeting Rall Gasket Polyethylene 42 612261) Sash Bottom Rail Bulb Vinyl Polyethylene 43 Weathomtrip, --= x -187. Fin Sea 0 MR) 44 67316G Weathelsblp, .176" X 270', Fm Seal ((a1 Sash Side Rat;) 45 Weathestrip, .170" X.187, Fin Seal (@ TOP Sash Rail) 46 varies Balance with Cover & Trim Rigid Vtnyl 51 781PSOX 08X1" PH SMS (Assembly) tajrJm SteeL 55 7834AA 98 X3/4" Ph. PN SMS (Balance) Stainless Steel 63 - A". Screen wKn Fiberglass Mesh Varies 70 Kommerting Koetspace 4SG TPS See Sheet 71 - Quanex SuperSpa= rMT 10 for 72 - Quanex Duraseal Spacer Materials y3 Caftnal XL Edge Spacer 74 1 Dow 791, M. = or GE 7700 Sackbeddmg Silicone -'� HEAD ornuuOR b NOTES: 1) ALL CORNERS To usE C-ASKECAN0mRSEAIANT. 2) SOME PARTSIOPitONS NOT SHOWN ON DRAWING FOR CWRt . SASH SIDE RAIL ASSEMBLY DETAILS FOR FLANGE FRAMES (OTHER FRAtIETYFESMO.AR). FIXED MEETING RAIL I JAMB SASH BOTTOM RAIL INTERIOR TABLE 10: MATER AL PROPSITIES USED n e•nnuo Matetlal Md, F,, W. F. S�DIScd:nr 92ksi 120W 18S Sere+n W 161 95 ksi a70 Saav @Otml 110ks1 Elrn ultr�Con9 I ks3 1771si iW Lewat ul=cont@I 410 SS EJcWDa+git CwteRekS 148 ksi 127.4 ksl 164ksi 189.71�--1 6063.75Akt1& nt 161t61 22 ksi A36 S1eei 36 ksl 58 K51 rar. 33 Sttd Stud 33 ksi 45 kst PRODUCT REVISED as eomptylna with the Florida Building Codo NOA-Mo. 20-0401.11 Fsplratioa Data0812=023 BY „. NWmi-DDdo Product control A) ADDED BACKBFDDING. ' UPDATED MATERIAL f* PROP. TABLE. JR - 03/11/20 rA � n N o MW O Q 0 0 z O z W O z w ^a 0 o tR to LIT 10 Nz sea o-3 >P O Z a z O S Ili a z z w gCD ct: le Z C o j d O m c.... iY..,rilrr����i. r1o.53705 ;o O9 A I.YNN KLU3K P.E.