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HomeMy WebLinkAboutProduct Approval MIAMI-DADS MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the 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 budding 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.J. 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. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in 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. NOA No. 17-0630.06 QIAMI•DADE COIfIVTY Expiration Date: July 30,2020 f l )wJ17 Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.06) 2. Drawing No.MID-SH5400-01. titled"Single Hung Window Installation-NP', 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. 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, Duraseal®spacer system, Super Spacer®NXTT'VI 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 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 16-0714.04) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 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 Idalmis Ortega,P.E. (Submitted under NOA No. 15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 51h 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 Pere Product Control E min NOA No.17-k630,66 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNMTED E. MATERIAL CERT11FICATIONS(coNTPmm) 1. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their"White Rigid PVC Exterior Extrusions for Windows and Doors"dated 08/10/17, expiring on 02/28/18. 2. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, 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 04/16/20. 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. F. STATEMENTS 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) 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. Manuel P .E. Product Contro xam' er NOA No. - .06 Expiration Date: July 30,2020 Approval Date: November 30,2017 E-2 ANCHORAGE / EXAMPLE FOR 28'•1/8"MAX,O.C.,r,� RADIUS-TOP _ /'1 52-1/8°MAX.BUCK WIDTH 21.5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING —IMPACT RATING HEADER(SIM. ..._ i2"MAX.FROM -s{I MAX.O.C. FOR ARCH-TOP VARIES PER REINFORCEMENT NOT RATED FOR /// FRAME SEAM I _� 30" � 2"MAX. / / _ IHfyWDOWEADER(SIM 7YPE5)RALL .ALL FRAME SEE SHEETS 8-7 IMPACT RESISTANCE WINDOW TYPES} /I � SHa.SEEEET3II""_.l MAX D.C. ""'"•"�I „[f �ILJ- / 10'MAX.FROM 62-1f8'MAX.BUCK WIDTH B.SEE A.SEE - SEE SHEETS 1-1t4' �„t._._..�-30•MAX.p.C. ..J 12"MAX. SHEET 3 FIXED IGHVISIBLE 12'MAX. FRAME SEAM SHEET 3 '�"`1—" ID,SEE � 8&9 i LIGHT WIDTH -1-- � SHE£T4 0.SEE r"" '" l 12'MAX. B,SEE _ 30•MAX.O.C.-►{ 12"MAX C.SEE�.�' .� SHEET3t ( SHEET3 ..e- f/ VISIBLE A. / FIXED SH,SEE EE / ANCHORS PERP JSPACED LIGHT 17.7!8"MAX.O.C. EQUALLY i 1 17-718'MAX.O.C. HEST SPACED _ y TABLES HEIGHT -,-` EQUALLY / ANCHORS PER 91.71r SPACED 17-7/8"MAX.O.C. !1 TABLES 6&7 d 84" MAX. ANCHORB PER I HEIGHT TABLES fl&7 I / fr1A)•G BUCK 10'MAX.O.C. SUCK �-- BUCK HEIGHT X HE HT }( 10'MAX.O.C. X 10•MAX.O.C. AS SHOWN 1 % HEtGHT 1 X .Q (91.78' EQUALLY 13-3/4'MAX O.C. / SASH 13-314'MAX.O.C. Si •-»- MAX.) SPACED EQUALLY 13-3/4'MAX.O.C. EQUALLY _j.___ ° ANCHORS PER / .--L SPACED VISIBLE LIGHT __.L SPACED --- SEE TABLES fl&7 A I ATABLES6&7 i HEIGHT AlBLES 687 JJJ 1 C .1! /CHORSPER SHEETS I • l �p 8&9 VNOT.. MAX. 6-1/2'MAX. M18- CHORS ATSILL S-112°MAX. ISE 0NO ANCHORS ATSILL NOA CHORSATSILL X,=MUCK DEfN�4S, SASH VI5tBLE SEE SILL WEEP- 0 SEE S81 WEEP- 1-114° -►I SEE SILL WEEP. SHEETS LIGHT WIDTH NOTCH DETAILS, 52.1!8'MAX.BUCK WIDTH .NOTCH DETAILS, NOTCH DETAILS, SHEETS SHEETS SHEET4 ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW 75'HEIGHTSEETAHLEsa-7 (SIMILAR ANCHOR DIMENSIONS FOROTHERCONFIGURA710NS) 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). -- 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. GENERAL NOTES..».............................................1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADS COUNTY APPROVED MASONRYANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ELEVATIDNS.......................»................................1 ASTM CSO CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. FRAME,GLASS&ANCHOR OPTIONS.................2 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,FLANGE&EQUAL LEG/BOX.....3 DEPICTED AS 2X ARF 1-1/2'THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN&J-CHANNEL...4 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD.(AOR). GLAZING DETAILS................................................5 6)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 6)1/4•MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMSCAPABLE OF TRANSFERRING APPLIED LOADS. EXTRUSION PROFILES.'..........................»«.........10 7)DESIGN PRESSURES: ASSEMBLY&PARTS UST....................„..--**....,11-12 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. CODES t STANDARDS USED: _ B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E13D0. C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2017 FLORIDA BUILDING CODE•2014 BUILDING CODE(FBC),6TH EDITION 6TH EDITION B)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS •OSTM FLORIDALORIDA9 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 •ANSM ABPA NDS-2015 FOR WOOD CONSTRUCTION WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. PRODUCTREVISED 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2015 as ODUCTREVI the Rhakia 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA:ENERGI WINDOW AND DOOR PROFILES,LTO WHITE&BRONZEILIGHTER :ALUMINUM 5100-12 Building Code emrAying with SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIlAF&PA NDS 6 ALUMINU HSkSIV •AISC 360-10 Acceptance Nal 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. LY E iratle Date j (y/y ',, ReNstoa: USER INSTRUCTIONS: '� •'uceN �! �'�, UPDATED TO FBC 2017.-JR- By cede 1)DETERMINE THE SITE SPECIFIC.WINDOW OPENINGS DESIGN PRESSURE REQUIREMEMiami NT FROM ASCE 7. •�! 0�/Q(j11] 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS, ti* No.58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ' �`_ a PRESSURE FROM TABLES 4 OR S.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW = OenMPMon: Drown BY•' OPENING OBTAINED IN STEP I, �'}� ;-2-+� �J�,�•: 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 8 OR 7.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS �0t� S TE 0 ,(���� N,VENICE,FL 34276 FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. �i,F,`••'•'tYORiOP,.•'\'R � (841}480.1600 TWO, Dee. 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. r'�S '�G�`` COPSINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, 7111 I I I L L 1111 seKa�/ModM; 5roro: Sheek prowiog No. Rar. INTEGRAL FIN OR EQUAL L£C37BOX), A.LYNN MILLER,P.E. ALLIFUGHISRESSH-5400 NTS 1 OF 12 MD^SH5400-01 B P.EJ768705 CERT.OFAUTH.i128296 TABLE 1:ALLOWABLE GLASS TYPES Glass Design Pressure Frame . Glass Frame Frame Type Description(Listed from Exterior to Interior) Table# Sheet# Types Options Conflgs. Shapes Installation Options that may be used (ase Fig e) (see Table 1) (see RU A) (see Fig C) I 3191.G.:1/8'A Exterior Cap+112"Air Space+1/8"A Exterior Cap 4 6 4' 2 314"I.G.:1/8"T Extedor Cap+1/2'Air Space+l/8"TExtedor Cap 4,5 6,7 Equal-Lite, Square/Rest., Into Co Wood CMU-sheetFrame/Buck , -sheet 3,option t Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 3 314°I.G.:3116'A Exterior Cap+3/8"Air Space+3116"A Exterior Cap ( ) 1-4 Oriel/PrNew Arch Top 8 of the window through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 4 3l4"I.G.:3116"T Exterior Cap+3/8"Air Space+3/16"T Exterior Cap 4,5 6,7 8 Cottage Radius-Top .... into Metal-sheet rl option 4 "A"=ANNEALED;"I-=TEMPERED ....Into 2X Wood FremelBuekstdp-shit 3,option Box/ Equal-Lite, Square/Rett.,Through the frame....Into Concrete/CMU-sheet 3,option 2 Equal-Leg 1-4 Odal/Pttage Arch-Topp of the window...... ....through 1XSuckstrip Into Concrete/CMU-sheet 3,option 3 L 'AL NC oUG RA (44) &Cottage Radios Top ,.,.Into Metal-sheet 3,option 4 Group Anchor Substrate Min.Edge Min. Material Min.FV120ksl Distance Embedmenr Steel Screw 92 ksi Thrdral the Into ZX Wood FremPJBuckstdp-sheet 4,option 5 18-8 Screw 60 ksi J-ChannelEquaNJte, Squ h-Top t.,Integre!tn...... .,,.into Metal-sheet 4,option 7 P.T.Soul em, 3 SG=0.55 7 6' 1.3/8' 1-4 OrieCPro\iew ArchTop 8#10 SMS Steel,A38• 3/8" 0.060° 410 Screw 90 ksI (#1) g College RadiusTop Through the frame••••Into 2XWood Framel8uckstdp-sheet 4,option 8 (steel,18-8 S.S. Eloo Aggre-Gator® 57 ksi of the window...... ....Into Metal-sheet 4,option 8 Steel Stud,A653 Gr.33• 3/8' 0.0451'(18 Ga.) or410 S.S.) Elco UltmCon® 155 kal Through the into ZXWood Fmme/Suckstdp-sheet 4,option 5 A Aluminum,6083-T5• 3/8" 0.050' qt0SS Eleo CretaFlax® 127.4 ksi Equal-Lite, Square/Rect.,P.T.Southern Pine(SG=0.55) 7/15" 1-318" Integral Fln integral f n..... Into Metal-sheet 4,option 7 - 6063.T5 Aluminum 16ksi 1-4 Odel/Pl a ew Arch-Top&' into 2X Wood FrameJBuckstdp-sheet 4,option 8 3/16'steel Ultracon Concrete(min.2.85 ksl) 1' 13/8' A36 Steel 36 ksi 68 ksi ( ) 8 Cottage Radius Top Through the frame•••• Ungrouted CMU,(ASTM G90) 2-1/2• 1-1/4° Gr.33 Steel Stud 33 ksl 45 ksi of the window...... ....lnto Mete)-sheet 4,option 8 P.T.Southern Pine(SG=0.55) 9116" 1.3/8° #12 SMS FIGURE A FRAME CONFIGURATIONS FIGURE B:FRAME TYPES (steel,18-8 S.S. Steel,A36• 3/8' 0.050° or 410 S.S.) Steel Stud,A653 Gr.331 31W 0.0451'(18 Ga.) B Aluminum,8083-T5• 3/8' 0.063' -1/4"steel Ultracon P.T.Southam Pine(SG=0.65) 1' 1-3/8" Z fl 4 ti 114'steel Creteflex P.T.Southern Pine(SG=0.55) 1° 13/8' / 1/4'steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1• 1318" //,i /� Box OR Concrete(min.2.85 ksi) 1' 1314° J/� �j FLANGE EQUAL- 1/4'steel Ultrecon 7' LEG C Ungrouted CMU,(ASTM C-90) 2-112° IIA/4" 114"steel Creteflex Concrete(min.3.35 ksl) 1" 13/4' EQUAL-LITE ORIEL COTTAGE 0 1/4"steel Ultracon Concrete(min.2.85 ksl) 2-1/2' 1-3/4' FIGURE C:FRAME SHAPES Concrete(min.3.35 ksi) 2-112" 13/4" BUCKWIDTH�+— {BUCK WIDTH[------{BUCK WIDTH 1/4*steel Creteflex D Ungrouted CMU,(ASTM G90) 2-1/2' 1-114' Concrete min.3.275 ksi 1-112° 13/8° 1/4"steel Aggre-Gator Grouted CMU,(ASTM C-90) 1 2• 2° S2 11 1 T �/ T 1 0 3 0 •MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE. ui w x w 'r J-CHANNEL INTEGRAL "UNGROUTED CMU"VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. x x x FIN Lu cc M m / s TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN L RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY PRODUCT REVISED Group Anchor Substrate Distance Ernbedmenr BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING -e-Vlyiegwith the Flrnt4a DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Bwld*Cows rF rRn"han'kommon Nail P.T.Southam Pine(SG=.55) 318° 2-7/18' THE TABLES ON SHE 6.9. 1 1 r 1 t 1 ALOf 1Il10O Ha l � � Roof ng Neil P.T.Southam Pine(SG=.55) 3/B' 2.7!16° ��` NY LYNN r�/� Rwfafon mMe Dare P.T.Southern Pine(SG=.55) 112' 1318° `�`��a�'uCENSF M�� �''� ANCHORS RE-GROUPED. ead SMS Aluminum,6083 T5• 318° 0.050' ' . N Dnde.�s.s. '� -JR-06/06/17 S.S.) Steel Stud,G. 33' 318" 0.0451'(18 Ge.) * No. Steel,A38• 318' 0.050" — _ Drown BY Dexrfpton: P.T.3authemPine(SG=.55) 9118" 1-3/8" � 1 I—yr�Y; 1070TECHNOL06YDRr GLASS/ANCHORS/FRAMEOPTIONS JROSOWSKI #12 SMS Aluminum,606375' 3/8" 0.083" O% OF 7� N.VENICE,FL 34276 Dote: (steel,118-8 S.S. steal stud,Gr.33• 3/6" 0.050" '.,'�Fy;•.ctomDA,.•''��� e�a1►+eots� SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 or410S.S.) Steel,A38' 3/8' 0.050' '�/ s/'•••.•. E�G%% caPrrpoHroaon �� ONAL !!!fill 1111\1\ POT anuarllE&ING r,�K-fah Scats Sheah Ororin7 No. Rev: 'MIN.OF3THREADS BEYOND THE METAL SUBSTRATE. A.LYNN ER,P.E. w'w0ro8 SH-5400 NTS 2 OF 12 MD-SH5400-01 B REA 58705 CERT.OF AUTH,#29298 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X DIRECTLY INTO CONCRETFJCMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM 16 1/4'MAX SHIM —�•I (+-- FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. 0 EMBEDMENT SASH VISIBLE 17 EDGE j EDGE �' D� 18 LIGHT WIDTH - DISTANCE a FLANGE FRAME �L DISTANCE SHOWN ,. 44 BALANCE L)l❑�1/4'MAX TYPE VARIES -- -- , TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH Q EMBTYPEDMENT TYP.ANCHOR TYPE, EMBEDMENT AND WEIGHT 54 EMBEDMENT 2 EDGE IRI 30 a� AND EDGE EMBEDMENT AND EDGE DISTANCE PER I +� 31 DISTANCE PER a DISTANCE PER SUBSTRATE, SUBSTRATE, LJ n EDGE SUBSTRATE, j SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. n EXTERIOR 4 I ` DISTANCE SEE TABLE 2, 18 II+ n 87 Ll\V\ SHEET 2. CJD FIXED VISIBLE V FIXED19 20 OPT.SASH TOP FLANGE LIGHT WIDTH L EQUAL VISIBLE LIFTRAIL FRAME I _ILEGmox LIGHT i NOTES: SHOWN r BUCK WIDTH FRAME FOR ALL WINDOWS: HEIGHT ! IANCHOR @3.65' HORIZONTAL SECTION A-A 49 i 48 21 SHOWN1)USE ONLY FROM END AND AT CENTER. SUBSTRATE-APPROPRIATE ANCHORS LISTED ON TABLE 2, 22 FOR WINDOWS SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 73 OVER 38'WIDE: EDGE DISTANCE LIMITS.ANY 0 ADD ADDITIONAL MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2,SHEET 2. SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY 14 45 48 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 1/4•MAX BU.CKO SHIM #10 OR#12 STEE)EQUAL 1/4'MAX a O BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE HEIGHT 60 16 ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, SELF-0RILLING),SEESHIM SCREWS @ 8.318' SMS(G5),SEE SHEET-1 ALL WOOD BUCKS LESS TABLE 2, Orr�i 85 30 r— FROM END. THAN 1-12'THICKARE TO BE � SASH CONSIDERED 1X INSTALLATIONS.IX SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO , HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-12'THICK n❑� OPT 86 USE EITHER (W GREATER.1X AND 2X BUCKS IILJIII LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1' 81 30 85 64 BOTTOM LOCK TO PROPERLY TRANSFER LOADS TO FLANGE a INTERIOR 31 TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME WEEP LOCATION:6-5/8' DESIGN FROM SASH ND. RESPONSIBILITY TALLATION IS THE OF THE ENGINEER SHOWN SHOWFRAMN NOTCHES AT 80 EACH D. OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION V, INSTALLATION (ALSO REFERRED TO AS DAYLIGHT VPRODUCT REV756D OPTION 4 OPTION 4 67 OPENING)IS MEASURED FROM us wc+dYlteg with am FLorbia ��OO� 1/4'MAX SHIM BEADING TO BEADING. t I l l l t t ANCHORED THROUGH ANCHORED THROUGH Auildiog Code EQUAL-LEGlBOX FRAME INTO METAL FRAME INTO METAL Acte ranee No - FRAMESHOWN o ` tN Nt �i Revls/on: �•��� 27'xtz5• `�`� OCEIVSF'/!/ NO CHANGES THIS SHEET. W 7'X 1.2' NO ANCHORS _ REQUIRED IN VISIBLE LIGHT FORMULAS '•.� Y 870' RF OM 39 ••••+,• FLANGE OR *:• No.58705 a. EQUAL-LEO WIDTH EACH END. FRAME SILLS @SASH:BUCK WIDTH.6.12' ti�-2Z = Descript7on: Drawn fly: @ FIXED LITE:BUCK WIDTH-43 . /8' '� ' 1070TECHNOLoOYDRIvE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI O ��� N.VENICE,FL 34276 Dote: HEIGHT(EQUAL-LITE) 'ii�lr•••;2ORIDP ��`� (941}480-1800 77 VERTICAL SECTION B-B BUCK HEIGHT2-3.15/16• •• SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 �'�ir��NALIENG`� POTS REe INe, SeAoa/Model: Seole ShaeL• Drodnp No. Rer. A.LYNN MILLER,P.E SH-5400 NTS 3 OF 12 MD-So -01 B P.E.o 88705 CERT.OF AUTH.#28288 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 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR EDGE DISTANCE .—JL NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET.ANCHORED — ANCHORED THROUGH INTEGRAL F+ EMBEDMENT FIN INTO 2X WOOD FRAME OR O1/4'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 �� 18 LIGHT WIDTH OO FRAME 1 DISTANCE PER SUBSTRATE, SHOWN 1 SEE TABLE 2,SHEET 2. - ---•- ••--7 �•—I _ (SCREW SHOWN) 44 BALANCE ANC ES --•.-_ _ a0 EMBEDMENT L1/4"MAX SHIM 42 WITH SASH Q TYP.ANCHOR TYPE. EDGE R�//''''�� WEIGHT 30 EMBEDMENT AND EDGE DISTANCE ��� �- 31 DISTANCE PER SUBSTRATE, ,L_ LJUU D a p SEE TABLE 3,SHEET 2. nI I EXTERIOR 3 EMB ANCHOR TYPE, 18 (NAIL SHOWN) tJD� 87 INTEGRAL EMBEDMENT AND EDGE O _I FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, 18 —�I FRAME SEE TABLE 3,SHEET 2. FIXED 20 OPT.SASH TOPLIGHT WIDTH J-CHANNEL SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAMELIT 1 HE GHT I FOR AWINDOWS: NOTES: SHOWN ALL. 1 ANCHOR @ 3.55' BUCK WIDTH 48 FROM END AND AT 1)USE ONLY 1-- as 21 CENTER. HORIZONTAL SECTION GC SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 211 OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT /4"MAX' DADE APPROVED MULLION,FOC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 73 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 1MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3 SHEET 2. SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY SHIM 14 45 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 114"MAX HEIGHT 50 a 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM SCREWS @ 8.3/8' USED INTO WOOD AS PER TABLE 2, SMS(GS),SEE 85FROM END. SHEET 2.ALL WOOD BUCKS LESS E] TABLES 2&3, D� 30 THAN 1-1/2"THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-1/2'THICK 86 1— 16 OR BOTTOM OR GREATER.IX AND 2X BUCKS Q OPT. 1 LOCK(SHEET 3). �Q - (2)1" 81 30 65 63 TESTED UNIT (WHEN R0 ER Y TRANSFER LOADS O Q FIN AND/OR Q INTERIOR 31 LOCATION:6-518° TO THE STRUCTURE.WOOD BUCK n FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE I I IN-FIELD NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION 7 THROUGH FRAME. (ALSO REFERRED TO AS DAYLIOHi fvl OPTION 8 PRODUCT REVISED OPENING)ERIS MEASURED FROM OPTION 7 as complying with the Florida 114'MAX BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO MiUdkI;Code INTEGRAL FIN �,�f'�Q SHIM 1 t 1 l I l I INTEGRAL FIN INTO METAL METAL(INTEGRAL FINIFLANGE REMOVED) Acceptor=No FRAME SHOWN I�.J�o UJ ` 7/ Rulon, EVimtm Date 2T X 1.25'WEEPHOLE `��� OO LYNN �,�. By �� NO CHANGES THIS SHEET. 38 W/COVER(off 2.87" `: .ICEN,p.. �!_ Mimnl ode Product Corttro! FROM EACH END. �— VISIBLE LIGHT FORMULAS TYP.ANCHOR TYPE, EDGE DISTANCE *: N0.58705 — 7R' EMBEDMENT AND EDGE DTH _ Drown BY: DISTANCE PER SUBSTRATE, _� @SASH:BUCK WIDTH-6.1/2' •p'•C.� MATE Pl1On0 SEE TABLE 3,SHEET 2. —.1 EMBEDMENT Qct HMW Ll :p •�� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI �: �� (SCREW SHOWN) i0,�••• ((�� N.VENICE,FL 34276 'nue: HEIGHT(EQUAL-LITE) 'i ••.FCORIDP•'' Z (841}4 1600 Dote: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTl2-3.15/16" 'iSS�ONfU.��G\��` Mo�17 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN /r t1 FOTemtlsiw6s,MC• Serfee/Modal: Seale: Sheet: omwing No. Rev: INTO 2X WOOD FRAME OR BUCK- //IIIIIIIt ALLnu+HreREbEAVEO SH-5400 NTS 4OF12 MD-SH5400-01 B STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MLLLER,P.E. P.E.N 68705 CERT.OF AUTN.(!29288 —�{ 3/4"NOM. 314'NOM. —+{ 3/4"NOM. 314'NOM. 1/8"A GLASS I 1/8"T GLASS 3/16"A GLASS I 3/16"T GLASS 1/2"AIR SPACE 112"AIR SPACE 318"AIR SPACE 3/8"AIR SPACE 118"A GLASS 1/8"T GLASS 3118"A GLASS 3116"T GLASS a EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR F78— GLASS 8-78 GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 *-) 'NOM.GLASS TE TYP. EXTERIOR PRODUCE REVISED 38 w complying with the FkrMs ©trifdhtgCodatIcccptaaoa NaI�� �/ itetion Date �� Revklon: •o �`���.•'•IGENs• Ily • `�': ` F ' ���; NO CHANGES THIS SHEET. �,;a a; sda P,oattU TYP.GLAZING DETAIL *i No.58705ju-T J *= Descrotbre Drawn ey: ;700'. 6 A � . ��� 1D7aTECHNOLOGYDRNE GLAZING DETAILS J ROSOWSKI ."ZORIDN.,'' \_�� N.VENICE,FL 34276 Iit/e: _ acts., GLAZING NOTES: S10NAL�NG (941)�41eoo SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 "A'=ANNEALED /1111!1111111 19?=.,M• "P=TEMPERED ALL ROM RESEavBD Ser es/Modsl: Soak: Sheat Drawbg No. Rer A.LYNN MILLER P.E. 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Mia,, Pmdud 754• 750' ' Q' No.68 .035 .025 * * ® DaxripWn: Dr awn by. --�{�-� -►�-� = I ° ' o = to7oTECHNOLOGYDRIVE WINDOW EXTRUSIONS J ROSOWSKI 73 IG BEAD 80 SE EXTRUDED FRAME 81 SCREEN FRAME ,�•.• STATE O I '•��` N.VENICE,FL 34275 ROe: %��(�SS,��ORIDP`.•NG��� (841�t o SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 OV((''A11'L'11 INDUBTRIE&INC. Serlal/NodeL• $cale: t DrorinQ No. Rar. A.LYNN MILLERP.E ALR1GH�REeD SH-5400 NTS 10 OF 12 MD-SH5400-01 B P.E#58705 CERT.OF AUTH.#29288 TABLE 8: TABLE 8,CONT.: SILICONE HOT-MELT BUM SIII of Material Bill of Material,cont STRUCTURAL SILICONE # Part# Description Material # Part# Description Material STRUCTURAL 1/4"NOM. FOAM 3116"NOM. POLYISOBUTYLENE—1 620101 Single ung Frame Head&Jambs- hannel P C 46 720197 Auto Lock Mechanism C Ste WRH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast One WrTH DESICCANT DESICCANT 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Carer Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/BOX PVC 4e 76X11e0PTX#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 Cast One 6 620106 '§H/DH Frame SIII-Flange PVC 60 7SX34PPA #8 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Tilt latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame SIII-Equal Leg/Box PVC 62 420182 UR Pull Rail 711t Latch Comer Key PVC 14 620131 Fixed Meeting Rall PVC 63 7634PHFL #6x 3/4"Ph.FH SDS(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 7e ® TM 17 620134 Balance Cover PVC 66 420184 Tilt Latch Retainer PVC 4SG TPS SPACER NXT 1e 620133 Sash Stop/Screw,Cover PVC 66 72207 1"Tift Latch Spring SS 19 620156 Pull Reil Interlock 6005 T5 Al 57 420186 Plastic Tift Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rall Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast One REINFORCEMENT POLY ISO DESICCANT FILL AREA 21 620157 Beveled Interlock 6005 T5 Al 59 420160 Pivot Bar Comer Key PVC BUTYL NE 5/16"NOM. 22 620145 Beveled Interlock Cover PVC 60 720208 Piwt Bar SS 5116"NOM. SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720181 Sash Pull Handle Cast One BUTYL& SILICONE SEAL DESICCANT ROLL-FORMED 28 620153 Standard Meeting Rall Reinforcement 8005 T5 AI 84 720184 Sash Pull Handle With Latch Assembly Cast One FOAM STAINLESS STEEL 27 620154 HD Meeting Rai)Reinforcement 6005 T5 Al 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 Cast One ExT.GLASS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 67 78588 #8 x 6/8"Ph.FH SMS Strike Plate Screw Be 32 61719 Weatherstrip,.187"x.2201 PolyPlle 73 720136 I.G.Bead PVC 33 61825 Weatherstrip Plug,.220'Flnseal 74 Backbedding,GE 7700 or lbw 791 Silicone INT.GLASS INT.GLASS 35 78X1MTTT #8 x 1'Ph.PH SDS(Interlock Mounting Screw) 76 71848N Setting Block(718"x 1"x 1/8"),85+/-6 dura. EPDM 36 78X9THPX #8 x 3'Ph.PH SMS(Meeting Rail Screw) 410 SS 60 61012 Extruded Screen Frame Alum DURASEAL® XL EDGE rm 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 81 61011 Roll-Formed Screen Fmme Alum 78 Ts 38 720210 Weep Hole Cover PVC 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC SPACER SPACER 40 720)0000( Constant Force Balance 83 47042 Screen Come Key with Pull Ring PVC 41 #8 x 3/4"Ph.FHS-MS(Con.Force Balance Screw) SS 84 47041 Screen Comer Key without Pull Ring PVC 42 Spiral Balance ' 85 7CASPM Tanalon Spring SS 43 720205 Spiral Balance Shoe Nylon Be 61iC4B Screen Cloth Fiberglass 44 1 78X114FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 87 61835181614 .140"Screen Spline(Machine/Hand Roiled) Vinyl Part# Description Material PRODUCT REVISED os eomplYin9 wiw 6x Fie" 76 Kommerling 436 TPS spacer System °"TdmscOa` ! - 3fl.flG 77 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for �.��t,Y LYIyN� � E Fm�no`m' r 78 t]uanex Duraseal Spacer �� 0 sJ`/ p Materials C-,. ��cENSF•.! NO CHANGES THIS SHEET. �wmr mecca„ 79 Cardinal XL Edge Spacer ' EFERENCE TEST REPORTS:FTL-8717,8968 897 *.' NO.58705 .9 psaarp8on: Grown 61^ 1070TECHNOLOGYDRVE BILL OF MATERIAL(BOM) J ROSOWSKI TE O /r:' N.VENICE,FL 34T/6 QC1` (941}480.1600 T ' NOTES: S'S+� 'NG�� Momt, SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 � coPyMG LIE�v�`� PaTNAU8TMMINe. serfeal-doh scow &VwngNO. Rev 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A.LYNN MILLER,P.E. ALL PIOM R�uro SH-5400 NTS 11 OF 12 MD-SH5400-01 B 2)ITEMS#8.13,15,24,26,28,29,34,39,61,62,&68.72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, p.E#58705 CERT.OF AUTH.#29298 L f OPT.SWEEP LOCK r•,,- Q 46 48 OPT_AUTO LACK 10 47 j 57 OR 58 48 JI O 51 OR 52 P 85 45 O OPT.PUL IL 22 02 ORO 18 INTERLOCK& I COVER 56 o O 8fi 87 �••.ti O .,\\ � 1 I OPT. MITERED FRAME WITH = 21 BEVELED INTERLOCK INTERIOR AND EXTERIOR p &COVER ' ^�( FRAME WELDS le 73 X4 54 �• \ 73 X4 18 53 D 50 44 y so ORB 14 e�3CE � � �£s..O 49 r f% SCREEN \ BD ,. OPT.PULL HANDLE ASSEMBLY d 64 WITH LATCH DETAILS 41 CONSTANT FORCE OR BALANCE `~�`• 16 OR 83 " 82 4D r Q 42 43 SPIRAL BALANCE HHA PULL HAPULL 63 67 ``'�'�•• 1 MITERED FRAME WITH SASH f INTERIOR AND EXTERIOR 37 ASSEMBLY / FRAME WELDS r / 3s DETAILS EXTERIOR` ,•i .\, 53 59 nODUCTREVISFT! 5 HE S3 ! s c mplyiag with By F)m+Sa •'�`••—_._ ^ S 70 BALANCE' wda ilding Co FRAME ~�` I r r Aaceptarteo No_ ASSEMBLY \ `' `��� o�yY LYNN�4ReNekn ixprmHoaData --,- DETAILS \ �: ,acENSF:!l��` NO CHANGES THIS SHEET, "r-- Mramt Dtairxt9G No.88705 NOTES: E�IOR~ �-A i� �� IMTECHROLOGYDRivE EXPLODED ASSEMBLY J ROSOWSKI %O SATE F :'�� N.VENICE,FL 34276 1)SOME PARTS/OPTIONS NOT SHOWN ON DRAWING FOR CLARITY. i F1dRIDA �'C���� (941}-080.1800 TRIM Aa#r. 2)J-CHANNEL FRAME SHOWN,PARTS g1&5.OTHER FRAME TYPES APPLY. QAi �G>>� , ,ewo�„ SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 le 4)USE REINFORCEMENT THER SASH OP LOCKS OR SASH BOTTOM LOCK$.&7. A LYt11�1�LLE�R,P.E. ALL P0T7N0UBi ESE LNG ge�rae/IrodN: Seale; Sheet prorrng No. Rai; ; POTP rra RIES,14C. P.E.068705 CERT.OFAUTH,gz9296 SH-5400 NTS 12 OF 12 MD-SH5400-01 B i I j I