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HomeMy WebLinkAboutNOA REVIEWED FOR CODE COMPLIANCE MIAMI•:DA Eo AMI-DADE COUNTY ST. L U C I E C O UK1)n V_T CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES� }�r�+ 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION IluuvOCC T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Lyov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulatiFive use of construction materials. The documentation submitted has been reviewed and accepted by Miams-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Con trol Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"SH-5400"PVC Single Hung Window—N.I. APPROVAL DOCUMENT:Drawing No.MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer,signed and sealed by Anthony Lynn Miller, P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. i RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMLNATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, Viand 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;#16-0714.04 and consists of this page 1 and evidence pages E-1 and E-2, as well;as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI-DADS COUNTY r? ) NOA No. 17-0630.06 a � �j Expiration Date: July 30,2620 4 Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No.NID-S]H[5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15/15, with revision B dated 06/06/17, prepare by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,.Duraseale spacer system, Super Spacer'NXTTM spacer system and XL EdgeTM spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.04) 2. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 5)Large Missile Impact Test per FBC,TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by IdaImis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. .Anchor verification calculations and structural analysis, complying with FBC 5111 Edition (2014), dated 05/15/15 and 08/29/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under NOA No. 15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). / Manuel Pe0amine J Product Control ENOA No. 17 Expiration Date: July 30,2020 Approval Date: November 30,2017 i E-1 I I PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(coi=nW D) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"date 08/;10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their"Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors"dated.09/15/16, expiring on 04116/,20. 3. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their"Performance Core Rigid PVC Exterior Extrusions for Windows and Doors"dated 09/15/16, expiring on 04/16/20. i F. STATEMENTS j 1. Statement letter of conformance, complying with FBC 51h Edition (2014) and FBC 6th,Edition(2017), dated June 22,2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated June 22,2017,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control Section. (Submitted under NOA No. 15-0519.06) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09,2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No. 17-0714.04) i G. OTHERS 1. Notice of Acceptance No. 16-0714.04, issued to PGT Industries, Inc. for their Series "5400"PVC Single Hung Window-N.I. approved on 08/18/16 and expiring on 07/30/20. i .r Manuel P� , E. Product Controtxam. •er NOA No. 0.06 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 i ANCHORAGE 28.1/8"MAX.O.C. / 21-5/8' �� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR /� _ FOR ARCH-TOP RADIUS-TOP / 52-1/8'MAX.BUCK WIDTH MAX.O.C. VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SIM.FOR ALL HEADER(SIM. 12"MAX.FROM LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE FOR ALL FRAME SEAM -� 30° 12'MAX. / / _ WINDOW TYPES) B,SEE WINDOW TYPES) SHEET3 MAX.O C ,(,( / \y 52-1/8'MAX.BUCK WIDTH 10"MAX.FROM SEE SHEETS 1-1/4° A,SEE r- --T7 / FRAME SEAM f1, B,SEE 30'MAX.O.C. SHEET3 FIXED VISIBLE 12°MA)C. D.SEE 111 8 8 9 -1 - �I-��-{--12"MAX. t I R SHEET 4 SHEET3 -I I LIGHT WIDTH A,BEE r'-. -. B,SEE�._._. -�30'MAX.O.C. 12"MAX. C,SEE 12'MAX. SHEET 3 -'-1 ° SHEET3+ I FIXED SHEET 4t ° + EQUALLY j VISIBLE �- A,SEE L'-- --' 12"MAX I / ° / SPACED I / HEET3t II / - - - -- -EQUALLY I I - 17-7/8"MAX.O.C. LIGHT 17-7IS"MAX.D.C.OCI / � I. ANCHORS PER HEIGHT SPACED ( -/ -- R_ TABLES 6 87 I EQUALLY I / 17-718°MAX.C.C. ANCHORS PER 91.78" SPACED I / 84' TAB I i / MAX. ANCHDRS PER O 162° O BUCK gq^ I I BUCK TABLES 6&7 MAX, HEIGHT MAX. HEIGHT -� BUCK 10"MAX.O.C. 10°MAX.O.C. BUCK AS SHOWN 10"MAX.O.C. X HEIGHT MAX.) HEIGHT X - 4 l� - i � � �• X �--'--� (MAX. L._._— I 13-3/4'MAX.O.C. ji / 13-3/4'MAX.O.C. EQUALLY ASH 113-3/4"MAX.O.C. EQUALLY /SPACEDSPACED --- ANCHORS PER I ANCHORS PER LGHT y ANCHORSPER /jSEETABLES6 87 ITABLES 6 87 HEIGHT •1 TABLES 6 87 / t SHEETS Al 1 I Al I I A 889 1 I 1 I 1 I '6-112'MAX. 6-112'MAX. 6-1/2"MAX. NO ANCHORS ATSILL _ NO ANCHORS AT SILL NO ANCHORS AT SILL __ - B� SEE SILL WEEP- Bf- SEE SILL WEEP- B NSEE OTCH WEEP- Dom• .J 1-1/4' SEESILLWEEP- SASH VISIBLE 52-1/8"MAX.BUCK WIDTH` NOTCH DETAILS, LIGHT WIDTH NOTCH DETAILS, 52-1l8°MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UPTO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 4-7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES............... 1 ELEVATIONS 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ..............................:.....NS................ 1 FRAME,GLASS 8 ANCHOR OPTIONS ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHORTYPE. .................2 3 INSTALLATION,INTEGRALL FIN 8 J-CHANNEL 4 HANNEL 4)ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE EQUAL X..... DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN ... _ GLAZING DETAILS ..........................................5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). . 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS DESIGN PRESSURES ...........................................6-7 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. ANCHOR QUANTITIES......................................... 8-9 EXTRUSION PROFILES 6)114°MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS-CAPABLE OF TRANSFERRING APPLIED LOADS. ASSEMBLY 8 PARTS LISSTT....................................10 .................................. 11-12 7)DESIGN PRESSURES: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES I STANDARDS USED: B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS -ASTM E1300-09 NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCTplyms-ith m 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. as ildl.g iod vviT3i tlac Rtm',sire 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/LIGHTER •#ISI 5100-12 Building Code SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAFBPA NDS 8 ALUMINU IfSI(INIMA AL •AISC 360.10 Acceptonao at L7 D.D(o7o •�irntio Date !� 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ���� p1Y,LYN/y /i� Revlslan: / UPDATED TO FBC 2017.-JR- °j USER INSTRUCTIONS: �IDENSF'•.�{ M,ianu adePm6ucl'C 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. �'• No.58705 .�� = 06/06/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _ * 2T_ 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN - _ Drawn By. PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FORTHE WINDOW _ 1 +� - Descviption: OPENING OBTAINED IN STEP 1. 6 Z I'I-:•40 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS %�7AN , F TE O ( N.VENICE,FL 34275 Title: Date: FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. i CC <ORIDP,. ���� (941}480.1600 INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. 'isS `G��` - 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME IN /Q E`_ Lrolm;loxro2ot7 SINGLE HUNG WINDOW INSTALLATION NI 06/15/15 PGTNDUSTRIES.ING f f 1111 1 1111 Sertes/Model: Sccle: Sheet• Drawing No. Rev: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ALLRIGMTSRE3FRVE0 S H-6400 NTS 1 OF 12 M D-S H5400-01 B __INTEGRAL FIN OR EQUAL LEGIBOX). A.LYNN MILLER,P.E. 4--- - P.E.#50705—---—--CERT.OF AUTH.#29296— TABLE is ALLOWABLE GLASS TYPES Glans tion DercriListed from Exterior to Interior Design Pressure Frame Glass Frame Frame Type P ( ) Table# Sheet# Types Options Conflgs. Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) 1 314"I.G.:118'A Exterior Cap+1/2"Air Space+118°A Exterior Cap 4 6 2 314"I.G.:118"T Exterior Cap+1/2"Air Space+1/8"T Exterior Cap 4,5 6,7 Equal-Ute, Square/Rett., ....into Co Wood CMU-Framesheet 3,p-sheet 3,option 1 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 3 314"I.G.:3/16"A Exterior Cap+3/8"Air Space+3/16"A Exterior Cap 4,5 6,71-4( ) Criel/Prmiew Arch-Top& o „ f the window...... -.through 1X Buckstrip into Concrete/CMU-sheet 3,option 3 4 3/4"I.G.:3116"T Exterior Cap+3/8'Air Space+3/16°T Exterior Cap 4,5 6.7 &Cottage Radius-Top ....into Metal-sheet 3,option 4 "A"=ANNEALED:"7=TEMPERED ....Into 2X Wood FmmeBuckstrip-sheet 3,option 1 Box/ Equal-Lite, Square/Rett., Through the frame ....Into Concrete/CMU-sheet 3,option 2 -- - - - Equal-Leg 1-4 OrieWrodew Arch-Top& of the window...... through 1X Buckstdp Into Concrete/CMU-sheet 3,.option 3 BLE 2;ALLOWABLE ANCHORSTHROUG E FRAME (#4) &Cottage Radius Top ---- Min.Edge Min. Mafedal Min.Fy Min.F° ....into Metal-sheet 3,option 4 Group Anchor Substrate in.E Distance FlrtbMin. Steel Screw 92 ksi Min kat Through the ....into 2X Wood FramelBuckstdp-sheet 4,option 5 18-8 Screw 60 ksi 95 ksi J-Channel Equal-Lite, Square/Rect.,Integral fin...... ,...into Metal-sheet 4,option 7 P.T.Southam Pine(SG=0.55) 7/16" 1ti'/8° 1-4 OriellProvlew Arch-Top& #10 SMS 410 Screw 90 ksi 110 ksi (#1) 'Through the frame ....into 2X Wood Frame/Buckstrip-sheet 4,option 6 Steel,A36• 318" 0.050° 8 Cottage Radius Top g (steel,18-e S.S. Elco Aggre-Gator 57 ksl 96 ksi of the window...... ,•..into Metal-sheet 4,option B Steel Stud,A653 Gr.33' 3!8° 0.0451°(18 Ga.) or 410 S.S.) Elco UltreCorl® 155 ksi 177 ksi Through the ....into 2X Wood FremelBucksldp-sheet 4,option 5 A Aluminum,6063-T5' 3/8° 0.050° 410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi Equal-Lite, Arch-Top & integral fin .,,,into Metal-sheet 4,option 7 P.T.Southam Pine(SG=0.55) 7/18" 1-318' 6063-T5 Aluminum 16 ksi 22 ksi Integral Fin 1_4 O&Cottage Arch-Top& p 3/18°steel Ultracon Concrete(min.2.85 ksi) 1° 1-3/8' A36 Steel 36 ksi 58 kei ( ) &Cottage Radius-Top Through the frame ....into 2X Wood Frame/Buckslrip-sheet 4,option 8 Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" Gr.33 Steel Stud 33 ksi 45 ksi of the window...... ,,,.into Metal-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 9/18" 1-3/B' #12 SMS FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES (steel,18$S.S. Steel,A36• 3/8° 0.050" or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451•(18 Ga.) ❑q B Aluminum,6053-T5* 318" 0.083" 1/4"steel Ultracon P.T.Southern Pine(SG=0.55) 1' 113/8° 2 U 4 1/4"steel Cretellex P.T.Southern Pine(SG=0.55) 1° 1-3/8' 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1° 1-3/8• BOX OR Q Concrete(min.2.85 ksi) 1° 1.3/4° /// FLANGE EQUAL- 1/4"steel Ultracon 9� LEG C Ungrouted CMU,(ASTM C-90) 2-112' 1-114° 114•steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" EQUAL-LITE ORIEL COTTAGE 0 1/4°steel Ultracon Concrete(min.2.85 ksi) 2-1/2' 1-3/4" FIGURE C:FRAME SHAPES Concrete(min.3.35 ksi) 2-1/2° 1-3/4' D 1/4"steel Cretefle% Ungrouted CMU,(ASTM C-90) 2-1/2' 1-114' —►{BUCK WIDTH BUCK WIDTH BUCK WIDTH I+— ---; t------ -----t Concrete min.3.275 ksi 1-1/2° 1-318 3 -7- -- 1/4"steel Aggre-Gator Grouted CMU,(ASTM C-90) 2" 2' f = T 1 p 0 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ~_ u / } INTEGRAL "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. _ _ _ w Y = J-CHANNEL FIN to TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED Group Anchor Substrate Distance F1rlbedmenY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ascomplying w'iththeFlorida DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Building E 2-112 x.131"Common Nall P.T.Southern Pine(SG=.55) 3/8° 2-7/16• THE TABLES ON SHEETS 6-9. 111 1 7 7 Aec ptaa Date�D � 2-1/2'Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 318° 2-7116• �� �7 Ravreron: �NY,LYNNM �,, P.T.Southern Plne(SG=.55) 1I2" 1318' .` •�`A.• / '� ANCHORS RE-GROUPED. #10 Trusshead SMS �,.• 1,tOENSF' d48n �Drdia:Pr. Aluminum,6063-T5' 318• 0.050° Q; :F� -JR-06/06/17 (steel,18.8 S.S. :Stud,Gr.33" 318" 0.0451'(18 Ge.) Na.Ss705 or 410 S.S.) *� •; *= F Steel,A36• 3/8" 0.050" — = D-1ptlow Drown BW P.T.Southern Pine(SG=.55) 9/18" 1-3/&' �A , �= 1070 TECHNOLOGY DRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #12 SMS Aluminum,6063-T5• 318" 0.083" '(� S OF A` N.VENICE,FL 34275 (steel,I"S.S. Steel Stud,Gr.33• 318" 0.050" TRW Date: or 410 S.S.) ,,iC ''•;`?�RIDP,.•' \��� (s41).a6o-,soD SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATESte¢I A36• 3/8' 0.050• '!ss1ONAL I�?G\` poeiu o s7a�s INc.ESERVED �N-/Model• Seale: S1+eaL Drvwlnp No. Rev: A.LYNN MILLER,P.E. �LL�eifBf SH-5400 NTS 2 OF 12 MD-SH5400-01 B CERT.OF A INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5EMBEDMENT 2%WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. EDGE DISTANCE ANCHORED THROUGH INTEGRAL EMBEDMENT O FIN INTO 2X WOOD FRAME OR 1/4"MAX SHIM 1/4°MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE J-CHANNEL EMBEDMENT AND EDGE 0� 18 LIGHT WIDTH FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. F - ---- --- o (SCREW SHOWN) 44 BALANCE'L EMBEDMENT '— TYPE VARIES ----- - ---- 1/4"MAX SHIM 42 WITH SASH -- EDGE �aDISTANCE PESUBSTRATE,ANCHOR TYPE, DISTANCE RD WEIGHT 54 30 31 aSEE TABLE 3,SHEET 2, unI I EXTERIOR 3 ANCHOR TYPE, 18 (NAIL SHOWN) fJD�Q 87 EMB INTEGRAL EMBEDMENT AND EDGE ID O _I FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, SHEET 2. FIXED 19 20 OPT.SASH TOP �l LIGHT WIDTH FRAME SEE TABLE VISIBLE LIFT RAIL J-CHANNEL 1 SHOWN (NAIL SHOWN)) FRAME LIGHT HEIGHT FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR @ 3.55° BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C I 21 CENTER. SUBSTRATE-APPROPRIATE j 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 73 D AND EDGE DISTANCE LIMITS.ANY 1/4'MAX' [:MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. ADDADDITIONA0 SCREWS @16-3/L SHIM 45 46 47 SCREWS @t6-3/8° INSTALLATION OPTION SHOWN MAY , 8—\ 4 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL {�.� 1/4"MAX• HEIGHT 50 a 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE N LLING I SHIM SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2, ,SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS 2&3, D� 30 THAN 1-1/2'THICK ARE TO BE 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO USE EITHER HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-12"THICK 86 i 6 OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET 3).65 TESTED UNIT (WHEN USED)SHALL BE DESIGNEDFIN AND/OR (2)1° 81 30 63 LOCATION:6S/B' TO PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIOR TO THE STRUCTURE.WOOD BUCK EACH S ATD. NOANCHORS FROM SASH END. RE ARCHRECT OP DESIGN AND P RE ORDGI TION IS TME FRAMESHOWN IN-FIELD �� Q NOTCHES AT gp p RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN CIIII REQUIRED IN FRAME EXTERIOR INSTALLATION 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTIONS PRODUCT REVISED OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO to complying withtheFlorid. 1/4'MAX BEADING TO BEADING. ANCHORED THROUGH Buil Jing code INTEGRAL FIN � SHIM INTEGRAL FIN INTO METAL ( ) Acccptncw No/ �•O{o METAL INTEGRAL FINIFLANGE REMOVED �ap FRAME SHOWN o .11 I I I I I r , Expimtion Dwe \\\ LYIy 7/' Revielon: 27'X 1.25'WEEPHOLE �\ SON••"'••NMj '�. NO CHANGES THIS SHEET. By 36 WICOVER @ 2.87° —_ `��.,•' LICENSE••.�( Miomf ode Product Contra FROM EACH END. VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, _EDGE DISTANCE WIDTH *; No.58705 ' EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-6.12' //J'' DacripBon: Drawn W. SEE TABLE 3,SHEET 2. —►1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-318" �O••, SATEO '�'((/'�� 1070N. TECE.HNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES JROSOWSKI (SCREW SHOWN) HEIGHT(EQUAL 1�� '4 �'\ TIBe' (�(�'•., ORIDP•.•' �� (941)-080.1600 Dote: ANCHORED OPTION 5 N VERTICAL SECTION D-D BUCK HEIGHT2-3-15116' �'7SS�QNAL�NG\\\ COPYFUGtRomt7 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 INTORED THROUGHOOD I OR BUCK- ///I1III1111\\, PGT DIISUSTRES.INC. Sertee/Model• S-10. Sheet: Orowfn9 No. Re.. A.LYNN MILLER,P.E. �"�0HT8fQt SH-5400 NTS 4 OF 12 1 MD-SH5400-01 B ---- ---STRIP.BEE.NOTE.2,THIS SHEET.___— P,E.058705 CERT.OF AUTH.#29298 314°NOM. � � 3/4'NOM. � � 314"NOM. � —�{ 3/4'NOM. 1/8"A GLASS 1/8"T GLASS3/16"A GLASS 3/16"T GLASS 1/2"AIR SPACE 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS 10T GLASS--\ 3/16"A GLASS--\ 3/16"T GLASS aEXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 76-78 76-79 78-79 76-79 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 12'NOM.GLASS 76-79 BITE TYP. 73 74 31 EXTERIOR 75 a 38 30 PRODUCT REVISED m complying with the Flaida BtBlding Code `tt lull lltttt// Acceplanoo No ' 'DG3D.D F-1 L1 / 6 iro[ion Daw /i Revision. ��'�:• C\CENSE••�� ; NO CHANGES THIS SHEET. By Miami sdeProdttctCon n TYP. GLAZING DETAIL ',k NG.5e705 *= W. ==�0o'C(6 ATE � •'��� 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI ''•,!c<ORIDP•. N.VENICE,FL 34275 �S+S,� .......... (941)480.1600 ntra: Dote: GLAZING NOTES: // 0NAL \\ SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'A'=ANNEALED it,J illi\\ 00P1TtIGti702917 'T'=TEMPERED INDUSTRIES.POT INC. Series/Modal: Soule: Sheet: Drawfnp No. Raw. A.LYNN MILLER,P.E SH-5400 NTS 5 OF 12 MD-SH5400-01 B PEN 58705 CERT.OFAM./129296 TABLE 4: CI4r Type. eettmn scan sun D..Ign Pie..um(Ibsme) 1.4 Dwcr10mfaphen HW95t R.W.LSvel IienBe®wl"'bw Re19e Window Bud Width0n) R7 H.we a- M) ]e 24 32 1 35 40 48 1 S1125 215 Equl4 11.394 060.0 -IDA .WD -100.0 +no -100.0 IWO -100.0 +WO -100.0 +50.0 -A -me 420 Bn7Nrd COOa¢ 14.517-15.370 IWO -IWO +60.0 -10°A +W.O •IWA +500 -100.0 +Wo -100.0 +50.0 -on +SOA AOo 211 Equ fts 11.583-14.16 +30.0 -1W.0 1W.0 •100.0 +50.0 .1004 1504 -100.0 +Me -100.0 .50A -700.0 +50.0 o7.1 MI MPm 11277-11-582 +60.0 -IWo 4604 -1004 +W.e -IWO 450.0 •1010 +m0 -IWA -50.0 -tme +5010 41.0 wil. 13.517-25288 +010 -100A .0.0 •100.0 +WD -100.0 +N.O .10D.o .%0 •100.0 .W0 +Me -71.9 0 6lsttla C-1-m 20.958-11616 1000 -100.0 +50A -1010 +WO -1010 +W.O -1010 +m0 -1010 .WA 2&8 4W0 -7af 37.375 Equ W 17.517-20.961 +N.O -1W.0 +W.e -100.0 +W.O -1W.O +m.0 -1010 +010 -100.0 +50.0 29A 400.0 •18.0 eImN51d PIOMw 14417-11.510 +604 -1000 +004 -100.0 +0000 -IW.O 460.0 •101.0 +010 -100.0 460A 442 +N.O •782 SOo6ee+ 11.317.14-516 +50.0 -100.0 +50.0 •100.0 +50.0 4000 430.0 •1010 +010 -1004 +00.0 23.0 .50.0 •73.6 "" -- - TWO 27.°3.31.)11 4W.0- -10.0 460.0 •100.0 +W.O •100.0 .W.O 47A +Wo 494 450.0 -78.0 +W.O .71.0 a C I_5lm 26.17-27.682 *MO -IW.O +0000 -IWO .W.. -1004 .504 -10.0 .0000 Auto .N.O 22.3 +50.0 -134 - HEADER- _ stvdsA Catlap 730517-1&sl6 +50.0 40.0 +WA -IWO +W.O -100.0 +NA -100.0 .xi0 -100.0 .000 -79.0 +6000 •014 N EgiWfQa 20.517-23.615 .We -100.0 .30.0 -100.0 4W.O -%..a +600 -Imo .Wo -100.0 .We 78.3 +We -012 0 W. S+9rgdPtMen 7T617-21516 .WO 4W.0 40.0 -IWO +010 -IW.O +W.O 4 D +50.D -1W.O +50.0 1&e +W4 -704 ..wsW 14417.17.516 1WO AW.O +MO •100.0 1WO 40.0 460.0 -1010 160.0 400.0 +W.O .79.5 .WA -712 SMaes+ 11277-1016 .W.O -toot .W.O AMD no 400.0 460.0 •1010 -WO -94.1 +WA -1&8 +W.O -71.8 TWIi"I 31.681-35.911 1W.0 -100.0 'NO -1W.0 +50.0 4&9 400.0 292 +m0 49.3 +W.O -74A NO 49.1 6I d Wit 28.517-31.582 .30.0 •100.0 .W.e -IW.O .50.0 4000 +We 4WO +no 46.4 .NA -73.8 4wo ms Egiu . 20.11-2°.5+8 +W.O -100.0 +m0 •10.0 +WD -150 4WO -100.° +W.O 233 +W.e 41.8 400.0 2]10 O 0 MEETING RAIL 45 8t.ddPrw¢w 11411.20.516 +604 •IW.O +5&0 •IW.O +W.O •IDOA +60.0 •100.0 +50.0 •97.1 +50.0 •74.9 .80.0 27.0 23 Cullom Sm 14317-17.515 +W.O -100.0 +50.0 -1WA • . •1004 +W.O -100.0 +WO 42.0 .N.O -7&3 +NA 28.1 � 26 ° Deansize 12517-14.516 +50.0 -10.0 160.0 •100.0 .000 .100.o +WO 413.7 1 47.8 W. -7&e +W0 28.9 D c 6h_1 11271-12.516 +50.0 4DOO +WA •100.0 .W.O -Me 400.0 -93A +no 45.7 +50.0 •722 .50.0 47.3 y StwUard[.p 28.6]-331207 4000 -1W0 +NA •1450 +000 •1000 .60.0 -1010 +WO 416 +W.O -716 +50.0 23.3 0 0 m Eqe - 23.617.28.516 +50.0 -104 +We -1W.0 4000 .100.0 *WO 400.0 .WO 41.5 +We -72A .50.0 25.1 C 23 a C&tt 81* 20.6+7-23.016 -Me 400A +xi0 -1WA +WO •IW.O +W.O -150 +W.O -o/.B +WO -12.9 .50.0 25.1 49 5 SU-1 PnMcn 11.17.20.616 -we -1W0 +504 •100.0 +50.0 -100.0 .30.0 40.0 +MD -WO 160.0 -73.1 +W.O 25.8 Oetgn a.. W517-17.516 +30.0 •150 +Me .100.0 +We 400.0 .60.0 WA -me 49.8 +We 45.1 No 27.1 EME7010R SASH antwn sne 12.517-11318 400.0 -100.0 400.0 -100,0 4WO .93.7 060.0 425 450.0 45.7 +me - 2 +50.0 457.3 E)CTEnRP�R a HEIGHT BSode41 11.377-11.616 +0.0 •10.0 4wo 49.6 4me •86.7 +00.0 27.0 460.0 41.9 +%0 49.5 .50.0 460.4 v 7WI99l 38.617.41.6/4 +WO -100.0 .010 22.8 .WA •713 +6000 48.5 +6000 47.1 +W.e 28.1 +50.0 283 S1ael2N Cottage 31.617-38°15 +W.O AWO .W.O 293 460.0 4&3 .50.0 460 'Me 464 +W.O 442 +6000 aWli JAMB a Egoai 26.517-31.1° 400 -1010 +SOA -100.0 +W.O IDOA .Wo -98.7 .WO 417 +me E 7 .W.. 2132 614nd9rd Pmb 23.517-28.516 +W0 -10.0 +400 48.1 4We 47.8 +me Wo *KO 21.9 +W.O 45.4 +50.0 a]A 23 02 C.w..ee 20.517-23.515 +W.e -104 +Me 28.3 +50.0 •77.0 +500 -74.6 +WD -13.6 +W.D 24.8 +W.O 40.8 Ciolom SW 17.517-20.615 700.0 -972 +WO -79.9 +Me ae.1 +000 45.9 +xiD 212 4NA 2o. 4WD 2506 SILL O C.-Sim 4517-11.516 .0.0 -000 .W.O -TJ.O +50.0 41.9 460.0 M. .WO dl.D 400.0 E5.9 460.-5 21.9 Cinlpn Saxe 11017-14.516 .W.o 26.1 +MD .70A .WA 410 +50.0 28.0 0500 -60.9 +Me 414 +50.0 at. S...t 11484-13018 150.0 23.7 1We 21-5 160.0 574 +WO 43.9 +me 2108 160.0 2010 +WA 20.0 T..t 39.577-41.660 •N.o -100.0 -We 22.8 .00.0 -71.2 .W.0 28.6 1me 47.1 +We 2010 +W.e 23.0 Oust-aft. 30.517-39.6 +W.O -100.0 +WO 28.7 +W.e .77.5 +WO d60 1We .74.1 +see 20.7 +50.o 43.1 E*n 35.517-38316 .00.0 -IW.. 400.0 424 +Me 208 +WO .78.5 fW.O -T7.9 +50.0 E0.0 +WA 224 0 75 aefam sl 32.517.35.516 +W.e -+W.O +N.O 2&3 +W.e -744 +W.O -71.4 +NA -703 +0.0 202 +W.O 452. Si-I Pm 20.517-37.516 000.0 .94.6 +50.0 -77.5 460.° 4&3 +me 43.3 +me 41.8 +W.O 292 1Mo 23.0 _ euel5m sin 29.s1T-29x16 460.0 473 +000 41.0 460.0 4&o +WO M. 0500 2410 060.0 01.5 000.0 2102 SECTION DETAIL FOR WINDOWS WITH sln t 25.5+6-28.616 +50.0 25.0 +50.0 .6%. 4see I -ml +6000 a5.0 +We 51.0 +W.O a1A +W.0 40.8 Epm14n4 3&511-It.s44 060.-5 .94.e 000.0 •11.5 .WD 2112 +xio 432 460.0 41. 060.0 ae.4 .004 aWs - LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 at c3ewm sw 33.517-36.518 .WO 473 .xiD -71.0 .50.0 2aD 400.0 ae.e .WD 2406 050.0 x3.5 +604 ao.e (REINFORCEMENT)SHOWN IN FIGURES atcrmudt>,wee 31e18.35.61B 000.0 eu.7 0000 27.8 .Wo -sao .MO a3A .WD 41. +Wo _A .WA 20.0 ABOVE APPLY TO ALL FRAME TYPES& 91.78 hlkel -41.641 4We -00.7 460.0 47.11 +W.o 47.0 +604 219 4W0 1 21A 460.0 ZOA .60A 404 CONFIGURATIONS) SEE TABLE 6,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCT REVISED &s mmp4ying with the Florida Building.code I I.t t 11)1117 j r. natio. C. 40114011 Dalt Rrlefan: N,,.....LY/ft e MS%� NO CHANGES THIS SHEET. f -'•I,ICENSF ••�(� tAiay smi ado Produci Cott No.58705 '•' NOTES: Description: Dram W. 1) THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME %7J•:• I�-, �` 1070 TECHNOLOGY DRNE DESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. STATE OF <C/ N.VENICE,FL 34275 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT ISAS PERTHE FIGURE. ��C�s-'•F�ORIDP-.•'G\C�`� (841).480.1800 Toe' Date: SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE WIDTH OR - /7 7/I,NAL%%"'� pw wiz �H �e7, may, Sheet. Dmw g NO. Rer. HEIGHT DIMENSION SHOWN ON THE TABLE. A.LYNN MILLER,P.E. ALL RICHrs t1E3ERvm SH-5400 NTS 6 OF 12 MD-SH5400-01 1 B P.E.#58705 CERT.OF AUTH.#29286 I i TABLE 5: clew 7ym eft m saah saah Design P..-(lbsftlz) 2.4 nescdpOon lvdwn WV Mff. wl Ra306„WDv.1�i RtanOe Wnd-Burk Wldth In SB 24 32 35 40 40 5x125 215 EgwRW 11.394 +85.0 -130.0 I +65.0 I•IWD +63.0 -130.0 +BID -130.0 465.0 -1300 463.0 -129.0 +65.0 -12DA SlagdaDfmt�9e 14.51]-15.8]0 +65.0 -130.0 +65.0 -130.0 +wD AWA +69.D -151.0 +6540 -BA xB- -127.0 +65.0 418.0 28 Equ,14e 11.583-14.616 +65.0 430.0 +6340 -1WD +65.0 -100.0 +6510 -130.0 -BSD -130.0 +65.0 -130.0 +65.0 -130.0 61.11.+111 Pm4ew 11.377-11382 +65.0 -IWA +6340 -130.0 +634 -130.0 +65.0 -100.0 +fi3o -130.0 +6610 -130.0 +6510 -123.0 Talbot x1.617.25.286 +65.0 -130.0 +65.0 -130.0 +65.0 430.0 +65.0 -130.0 +65.0 410 463.0 •1220 --ID -113.0 SfaleaN WVaW 20.957-20.516 +65.0 -130.0 +69.0 -130.0 +65.0 -130.0 +65.0 -IWD +65.0 -13D.D +05.0 •124.6 +65.0 •112.3 97.375 Equel4,e 1].517-20.957 +65.0 -130.0 +65.0 •130.0 +85.0 -130.0' +65.0 -130.0 +BSO •130.0 +05.0 -121.2 188.0 -109.0 StandaN PmNew 14.51]-17.518 +65.0 -lW.D .6340 -130.0 +65.0 430.0 +85.0 -WD +67.0 -130.0 +85.0 -1222 +65.0 -110.2 slwdalt 11277-14.516 +WA -130.0 +65.0 -130.0 465.0 -130.0 +65.0 AMD +850 -130.0 +85.0 -116.0 +65.0 -107.0 Tellmt 27.583.31.811 +65.0 -130.0 +6510 -130.0 +65.0 43DA +6.1.11 -127.0 +650 416D +85.0 A9.D +85.0 -03P C.-She 28.517-27.682 +65.0 -130.0 +65.0 •130.0 4634 -1360 +650 -lWD +6310 •130.0 489.0 -116.3 165.0 -103.6 Q HEADER - -- - - -- SfutrkWt91a9e 23.517-28.518 +65.0 -130.0 +65.11 -Iwwo +63.0 -130.0 +65.0 -190.0 +BSO -130.0 +65.0 -1106 +65A -892 - " icpa 20317-23.51, +65.0 -130.0 +65.0 -130.0 +w -130.0 +05.0 •130.0 +65.0 -IWA +65.0 -109.6 +BID 48.. Simgald PO- 17.617-20.516 +65.0 -130.11 +65.0 -1011.0 +ESA •130.0 +650 -ImD +650 -IND +65.0 -1009 +65.0 .98.6 Cimtom Size 14.617-17.516 +65.0 -130.0 +6540 -i DOA +65.0 •130D +6SD •130.0 +65.0 -130.0 +85.0 -111.3 163.6 49.7 S1nde.t tt.377-14.516 4050 AWD +65.0 -130.0 +65.0 -130.0 +65.0 AWD +65.0 4ND +65.D -113.8 465.6 •101.1 Toren 31563.35.917 +65.0 -130.0 +85.0 -130.0 +65.0 •127.2 +BBD -125.1 +650 -118.D 163.0 49.D +05.0 43.0 ' SI¢Igard 11111.06 2fi.61T•31.SB2 +85.0 AND .+65.0 -130.0 +65.0 44.0 NA.0 -130.0 +65.0 •130.0 +61.0 -103.0 +86.0 42.1 Eq.HB. 20.511-20.516 +65.0 AWD +65.0 -13DD .66.0 -130.0 +630 -IBOA 466.0 -030.0 .85.0 -100.2 +65.0 695 Q O MEETING RAIL 47 &-IlPrWew 17.011.20.516 +65.0 •130.D .65.0 -130.0 +66.0 4WD +89.0 AWX +85.0 -1304 +650 -104.8 +6310 43.7 23 CietOm8lzo 14.017-17.518 +55.0 -13DA +66.0 -130.0 +63,0 -130.0 +65.0 -130.0 +050 •130.0 xwD -106.0 +85.0 45.3 ❑� 27 0 Custom Size 12.617-14.616 +BSA -130.0 +65.0 •1311.0 +65.0 -IWD +83.0 -130.0 ♦650 430.6 +65.0 -110.9 +66.6 4aA o Sl-t 11.377-1216 +65.0 430D +65.0 -130.0 +6340 -IWA +65.0 AMD +850 AND +65.0 -114.6 +65.0 -101.8 5 TOM 33208-37.038 +65.0 •130.0 +WD -133.0 +65.0 418.0 485.0 -115.1 .65.0 -114.7 465.0 -99.0 +65.0 -e]4 p 61a�eald Catta9e 26.51]-33.207 +65.0 430.0 .634 -130.0 .65.0 -130.0 365.0 4WD *BID -IND 165.0 49.6 +65.0 438 EquaHBa 23.617-28.816 +65.0 -130.0 +65A -IND +65.0 •130.0 .63.0 -130.0 +65.0 430.0 466.0 •101.9 +86.0 41.1 I� 23 CUeIODIEtre 20.517.23.616 +63.0 -130.6 +05.0 -100.0 .65.0 •130.0 163.0 -130.6 +65.0 430.0 -1020 +66.0 41.2 j 49.8211 S,_M Ptalex 17.617-20..18 .650 -130A .65.0 •130.0 466.0 -130,0 +65.11 AMD .850 •130.0 r D -103.2 +63.0 42.1 SEy Cwbm Sa. 14.517-17.618 +wD -130.0 .65.0 -1311.0 +86.0 4WD +65.0 -1311.0 +050 AND +65.0 -1054 +65.0 43.9 Ef(fERIOR SASH E RERIOR Cmlam 6he 12517-145+8 .060 -130.0 .65.0 -163.0 +63.0 -130.0 +63.0 -128.8 .85.0 -129.6 +75.0 -109.6 +85.0 197.6 n HEIGHT slo6eet 11.377-12.616 +65.0 -130.0 +65.0 -IWD +65.0 -1242 +65.0 -121.6 +75.0 -121.7 +65.0 -113.2 +65A 400. v Tnbn 36.517-41.6" .65.0 •130.0 +65.0 -1111.8 +65.0 -99.7 K. 45.9 +BSo -93.9 +63.D 42.7 +63.0 41.5 Slarmltl ColbOe 31577-38..518 .65.0 -UOA +65.0 -130.0 +56.0 -1238 +86.0 -121-2 +650 421.0 --76-SD 49.7 +65.0 -792 Equal4Be 26.517-31.616 +63.0 -1304 +65.0 -130.0 +65.0 -130.0 .65.0 -IWA +650 419.8 +65.0 482 +65.0 -78.8 IAMB a 61aIgaN Pe 23.517-26.816 +65.0 -130.0 .65.0 -IWD 465.0 -1229 .65.0 -1214 +WD 4202 465.0 -91.8 +65.0 41.0 23 a2 Cwt9m51W 2051]•23.516 +E5.0 420.0 +65.0 •123.7 +65.0 4079 +634 ANA +65.0 •1031 +65.0 43.4 +65.0 4240 Cwtam SizD 17517-20.618 +85.0 -130.0 +65.0 •111.6 +8910 -99.1 +65.0 42.1 +650 49.9 +63.0 49.3 +63.0 .5116 O pelBM size 14 517-17416 +65.0 •123.4 +65.0 -1022 163.0 48.7 +634 42.4 mo -79.8 +65.0 602 +63.0 452 SILL C shad Size 11.817-14516 +6540 -120.1 +65.0 418.0 -MO MD -926 +05.0 -T5A +650 •70.5 +6540 •73.4 +65.0 -7340 Sledael 11.864 MOLL +65.0 -111.1 +65.0 4d.9 +65.0 -79.8 +06.0 •TBA +630 -T2s +63.0 -70.0 +69.0 -70.0 Talbot 39517-41.8" 400 -100.0 +65.0 415.0 +65A -99.7 +86.0 4540 .830 439 463.D 44.9 +65.0 -74Z cuatae fila. 38.61]-39.616 +63.0 -130.0 +89.0 -124.2 .65.0 -100.4 +65.0 -105.0 +65.0 -103.7 +B6.0 44.9 +65.0 -14.3 Eq.Wte 35517.30.610 +63.0 -13040 +85.0 -128.0 +65.0 AIM +w.0 AW.9 +65.0 •109.0 +0540 44.0 .63.0 -734 7fi Cuatam 81W 3251]•35.516 .63.0 -IND +6540 •119.5 11.6.0 -103.8 +6540 -99.9 +65.0 482 +65.0 44.2 +66.0 -70.6 - blended P7.k'w 29.517-32316 +6540 -130.0 +63.0 •108.6 1BaD 42.8 +8540 4 .0 4 8.7 +658.3 +65.0 45.2 +65.0 -74.3 L1obm Sha 26777-29.618 +65.0 -122.1 +65.0 492 .63.0 439 465.0 -78.T +65.0 -759 +61.0 -743 +03D -74.9 slmnwt 25.518-28.518 +65.0 -119.1 +65.0 4N.8 +63.0 4140 +63.0 -11.1 1610 -74.2 +630 61.9 .65.0 -71.9 SECTION DETAIL FOR WINDOWS WITH Egaaun. 38517-41.8" 165.0 •130.0 +65.0 408.5 .61.0 4z6 .as.o 46.7 .63.0 4s2 .ss.D 4116 ws.o -]0.6 LEVEL R2 REINFORCEMENT 81 GLASS TYPES 2-4 8a Custom Slza 35.517-38.516 +6340 -1221 +86.0 49.3 4BBD 43.9 r6s.o -79.7 +650 -78.9 +654 -74.9 .660 •71.1 sfamad Prodew 33.BIB-35.51, +65.0 -117.1 +96.0 44.9 .63.0 -79.6 .eS.D •7sA .650 -7x5 +63.0 -Toa .63.0 ao.0 (REINFORCEMENTS SHOWN IN FIGURES 8128 7.11811 •41.644 .65.0 -nzt .es40 449 +6310 as.a .63.0 -75A +65.0 •ns +6540 -70.0 +6540 .7. ABOVE APPLY TO ALL FRAME TYPES 8 SEE TABLE 7,SHEET B FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 PRODUCTREVISM Bufldi.as complyuig wi�ske S A.Y4.jiov No •0.(2•'30._,(� S ptt 11111777 /711 Cde ReMlow Ex i 61at1611 DateLYNIV W NO CHANGES THIS SHEET. By P=.•• ••.� Miami ade Product Conan * N0,58705 NOTES: Deacriptim Drawn By: 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME ��•��� •�` 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLE J ROSOWSKI OR INTEGRAL FIN. N.VENICE,FL 34275 T••. p Date: 1600 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. '', 'ONAL EAG\?`(ORIDN ` (�1��covmlORrom17 Pae: SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR �,771I I I I11\\\\ POT II1W3R71Es.,4G Series/Abdel: Srnb: Sheet Drowbg No. Rev. HEIGHT DIMENSION SHOWN ON THE TABLE. A.LYNN MILLER,P.E. 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" 791" 1 L .1aD• 1.331- 2.444° 2.444" I�-Jn�I 2.444' 2.444' STANDARDS_ -.1 MEETING RAIL �� 26 MEETING RAIL 27 REINFORCEMENT �� �� PP REINFORCEMENT � o X r O FRA E SILL AEL 6� g FLANGE 1'375" O SILLFIN S O FRAME SILL T- 1.375' O FRAME SILL �-• 1.872" �I {01.641° IIT -+I 1.215' 2.100• 1.472" 1.565' 0 0 1.630" T I .974° 1.376° .59 2.176' .471. 7" .065" . =1 1,375" 1 .355' Ij�L IyI�J((LL�}1]-ja 590" 1 .035• c-/ � .070' .050" .070' J .050• FIXED 1' 1.000' Fes'- BALANCE 06SASHH STOP L L LIFT RAIL BEVELED 7 BEVELED 14 MEETING RAIL 16 SASH RAIL 17 COVER 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER PRODUCT REVISED . m cD.PlyiDg with fire Mali& Building Cede 111 1, AttaPWt-6-' -- (, LYNN i, Rewelan: . imUna a�D31s" -� � 'l' NO CHANGES TH15 SHEET. ejZo .300' ��864' 301• JJ1�LLLL '�:.• VtCEN$ '•.�� M [kodnCt CorA " .754 .750" , Q:• •• u No.58705 _ .035' .025' Daecrtptl- Drawn By: IG BEAD EXTRUDEDI ROLLED -�•'• (�(2Z f ; ` 1 70 D� WINDOW EXTRUSIONS J ROSOWSK TECHNOLOGY- 73 80 81 A O O SCREEN FRAME SCREEN FRAME ST TE O N. %(CS'•;eCORIOP.•'•G,\�` (941)480-1600 Title: Dot.: is��•••• ��`\� ��®�17 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 /rl'NAIlI'11`t\ PGT INOl16TRIEB,INC. Senee/Model: Scale: Sheet• D, tng No. Rer. -- - A.LYNN�ILLER,P.E ALL RIGt118 RESERVED - - ---------- ----- - - SH-5400 NTS 10 OF 12 MD-SH5400-01 B -- -- - "- - - -- - P.E.#58705-- - -CERT.OF AUTH.#29298 r TABLE 8: TABLE 8,CONT.: - SILICONE HOT-MELT BUM BIII Oi Material BIII of Material,cont STRUCTURAL SILICONE # Part# Description Material # Part# Description Material STRUCTURAL 1/4"NOM. FOAM 3/16"NOM. POLYISOBUTYLENE 1 620101 Single Hung Frame Head&Jambs-J-Channel PVC 45 720197 Auto Lock Mechanism C Steel WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zmc WITH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 72019586 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX#6 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cost Zinc 6- 620106 SHOH Frame Sill--Flange PVC 50 78X34PPA #8 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Corner Key PVC INT.GLASS INT.GLASS 8 620108 SHIDH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 7s n TM 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 4SG TPS SPACER NXT 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720182 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOLYISO- DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 At 59 420180 P•nrot Bar Comer Key PVC BUTYLENE 5116" M. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5/16"NOM. SEAL BUTYL 8 SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 At 63 720181 Sash Pull Handle Cast ZSnc DESICCANT ROLL-FORMED 26 620153 Standard Meeting Rail Reinforcement 6005 TS At 64 720194 Sash Pull Handle With Latch Assembly Cast zinc FOAM STAINLESS STEEL 27 620154 HD Meeting Rail Reinforcement RD5 T5 AI 65 7834FPT #8 x 314"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 66 420188 Bottom Latch Strike Plate Cost Zinc ExT.GLASS 31 60300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 67 7858B #8 x 518"Ph.FH SMS(Strike Plate Screw) SS 32 61719 Weatherstrip,.187"x.220•'PolyPile 73 720136 I.G.Bead PVC 33 61825 Weatherstrip Plug,.220"Finseal 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 35 78X1MTIT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 75 71646N Setting Block(718"x 1"x 1/8"),85+/-5 duro. EPDM 36 78)GTHPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 80 61012 Extruded Screen Frame Alum DURASEALO R XL EDGE TM 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al B1 61011 Rd]-Formed Screen Frame Alum 7e 7s 38 720210 Weep Hole Cover PVC 82 7CKGL821 Screen Corner Key for Extruded Frame PVC SPACER SPACER m 40 720)0000( Constant Force Balance 83 47042 Screen Comer Key with Pull Ring PVC 41 #8 x 314"Ph.FH SMS(Con.Force Balance Screw) SS 84 47041 Screen Comer Key without Pull Ring PVC 42 Spiral Balance B5 7CASPM Tension Spring SS 43 720205 Spiral Balance Shoe Nylon 86 61816048 Screen Cloth Fiberglass 44 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 87 61835/61614 .140"Screen Spline(MachinelHand Rolled) Vinyl Part# Description Material PRODUCT REVISED as comptyhg with it.FIOs-w. E797 Kommerling 4SG TPS Spacer System 5 itdi g cads See this III III A—Ptm-NO f�0�39t 4 Quanex Super Spacer nXr with Hot Melt Butyl Sheet for .� Y LY Quanex Duraseai Spacer �� 1, N 1� ��Materials �SOENS •lNO CHANGES THIS SHEET. 141*1r FIM!"t:,.Cardinal X..Edge Spacer � Q-,� •;F� REFERENCE TEST REPORTS:FTL-8717,8968&8970 .. _*; No.58705 ..O _ Deoerrptron Ih#nrn eN 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI 0�•.• Si 7E O N.VENICE,FL 34275 �iC�IS''•FtORIDr`.••'G�"C (941)480.1809 We. DOM: NOTES: i� S� •••••• ' �. 80-16M „ SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 �NAL E\\\` PGT MUMS. —1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TD.BE.LABELED FOR AAMA EXTRUDER CODE. r 1111 I 11\I ALL R�ra RESERVED Sedee/ModeF. Srnle: SheeC Dmwlrp No. Rev: 2)ITEMS#9-13,15,24,25,28,_29.34,39,61.62,&68-72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL-- ------ - --- A.LYNN MILLER,P.E. SH-540O NTS 11 OF 12 M D-SH5400-01 B P.E-#IL ER- - CERT.OF AUTH.#29296_ OPT.SWEEP LOCK O 46 E 48 OPT.AUTO LOCK r.,• tl 47 \ 18 20 Q� I 57 OR 58 4�' 48 ' 85 51 OR 52 Oo �I 45 -- -- O OPT.PULL - 22 82 ORO 19 INTERLOCK& pg 1 COVER li 56 O o W O 87 o 86 OPT. BEVELED 1 MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR 16 o &COVER FRAME WELDS � O I 18 54 @X4 •-\ I , -. 73 X4 I •16 53 O 80 0R 81 � •- 1 STo @P14 s ------ ! SCREEN "V'uHE.----4-- •�. 60 {I� OPT.PULL HANDLE ASSEMBLY sa WITH LATCH DETAILS 41 ° :� 40 CONSTANT FORCE 65 18 82 OR 83 BALANCE 8 ____ OR '�' OPT.PULL 40 ORO 42 43 SPIRAL BALANCE HANDLE I � 63 fi7 �•. 1 15 d \•• \S� MITERED FRAME WITH rl SASH INTERIOR AND EXTERIOR i 37 ASSEMBLY FRAME WELDS / ss q/ 36 DETAILS /// /� ;' •..,I I•�� EXTERIOR 53 38 90DUC!REVISED A�aCHES ro 59 .s complyieg wilt dx Ftoride 5 % - _INCE Cuildies Coda - ---•'' Acceptceca NO. FRAME �� Revlelan: ^____ Cxpiletiow Date ASSEMBLY ®" �`�\���NYc NsNl NO CHANGES THIS SHEET. Ih4dmnlRede cCGYtvL ' F ';!F DETAILS �\.,\ �:• •,� , \ =* No.58705 Drawn By. MT. DexripDon:EXTERIOR %73 '•• '�-.:�t 1070 TECHNOLOGY DRIVEEXPLODED ASSEMBLY J ROSOWSKI NOTES: � �< ��` (.VENICE FL 3427b Tlse: 9'4 80.1800 Dote: 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. '��Ss •• • �G��� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 _ 017 2)J-CHANNEL FRAME SHOWN.PARTS#18 S.OTHER FRAME TYPES APPLY. ''irr ANAL ��� PGTIINND DSTR S,,INC. 3)FOR REINFORCEMENT TYPES,SEE DETAILS ONSHEETS.6&.7.__—___ _ r I I 11111 nLLRIGRrs RESERVED dries/Model: Seale: Sheet Drnwing No. Rar. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. ——--- - -- - - - ___ A.LYNN FILLER,P_E S H-5400 NTS 12 OF 12 M D-SH5400-01 B P.E.#59705 —CERT.OF AUTH.829298 I