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HomeMy WebLinkAboutProduct Approval M I A M I-DAD E 111IAMI-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTINIEN'T OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOA"AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NO CCEPTANCE OA) www.miamidade_2ov/economv GT Industries,Inc. 1070 Technology Drive orth Venice,FL 3427 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 AEU(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 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-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM", sheets 1 through 13 of 13,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: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: "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#16-0714.03 and consists of this page I 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. r NOA No. 17-0630.05 Expiration Date: July 30,2020 z=e MIAMi!1 CG'JNTY ,i ;=`bc ` Approval Date: November 30,2017 / t11 f Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. NM-SH5500-01 titled"Single. Hung Window Installation - LM", sheets I through 13 of 13, 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, Durasealo spacer system, Super Spacer'NXTT"i spacer system and kZ 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. I6-0714.03) 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 NO.4 No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 2.02-94 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 series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory-, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under_NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b 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- 9.05 Manuel Fere4 P.E. Product Controt z finer NOA No. 17-0630.05 Expiration Date: Atly 30,2020 Approval Date: November 30,2017 E-1 ANCHORAGE ---'^I EXAMPLE FOR 28-1/6'MAX.O.C.�\ 21.5/8^ ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP _ 54'MAX.BUCK WIDTH FOR ARCH-TOP MAX.O.C. VARIES PER REINFORCEMENT LARGE d SMALL MISSILE 12'MAX.FROM HEADER(SIM.FUR ALL HEADER(SIM. LEVEL,SEE SHEETS 6-7 IMPACT RESISTANT FOR ALL FRAME SEAM 30' �— 12"MAX. WINDOW TYPES) _- WINDOW TYPES) B SEE�.._._. MAX.O.C. f `` SHEET 3 52.1/8"MAX.BUCKWIDTH - A,SEE F..-- '- � / .FRA E SEAM LI _ SEE SHEETS IIII-.r 1-1/4^ B,SEE _.__�..-30"MAX.O.C. 1 SHEET3t FIXED VISIBLE 12"MAX. / O,SEE _ I 8&9 Il SHEETS ��—12'MAX. - _ LIGHT WIDTH �- --�__ SHEE74 7 A.SEE - B,SEE _ I-� 30"MAX.O.C.-� �2••MAX C.SEF T 9HEE73� 1 I SHF_ET3� FIXED SHEE74 EQUALLY I I VISIBLE _r A,SEE+r -- -I l 1Z'MAX. EQUALLY / 17-TIS'MAX.O.C. SPACED I / LIGHT 17-718"MAX.O.C. SHEET 3 t - - / SPACED / _ ANCHORS PER I /HEIGHT _ TABLES 9-11 �_ EQUALLY I 17-7/8"MAX.O.C. ANCHORS PER 81.78" SPACED TABLES 9-11 / / MAX. ANCHORS PER l 62" O / BUCK gq" �I BUCK 7ABLE59-it` _ JJ-- -I MAX. HEIGHT - --� MAX - - - --�- HEIGHT _ -� BUCK AS SHOWN 10"MAX.O.C. BUCK 10"MAX.O.C. 10"M T.C. �. X Q HEIGHT X 1 X i 41 _. y HEIGHT I X i (MAX.) _ l_._.__ LL it - l --�---- -.7 - - / SASH_- _ 13-314"MAX.O.C. EQUALLY 13-314"MAX.O.C. -- EQUALLY 1 13-3/4"MAX.O.C. EQUALLY 7 ) - l___ SPACED _ I / _�_ SPACED / VISIBLE _L SPACED _--- --� SH 8&9 SEE ANCHOR9PER I ANCHORSPER / LIGHT - ANCHORS PER TABLES 9-11 / .A I TABLES 9-11 I / HEIGHT A I TABLES 0-111 - / A 6-11/Z'MAX. - -.6-11/2'MAX. 1 ,- •6-1/2'MAX. _ NO ANCHORS AT SILL WEEP- SILL` _ NO.ANCHORS A7 11- ` B -.J O ANCii 3 A7 S ll ` D-.---- 1-1/4" - B Ir'l SEE WEEP- B'- SEE SILL WEEP- \ SEE SILL WEEP- -� 1 SEE SILL E AILS �- 54"MAX.BUCK WIDTH +{ \_NOTCH DETAILS, _ SASH VISIBLE _ NOTCH DETAILS, - 54"MAX.BUCK WIDTH -►� .NOTCH DETAILS, -NOTCH DETAILS, SHEET 3 LIGHT WIDTH SHEET 3 SHEET 3 SHEET 4 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 UP TO ANCHORED THROUGH TH NAIL-FIN GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 75"HEIGHT SEE TABLES 4-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1)THIS PRODUCT HAS BEEN DESIGNED d TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). GENERAL NOTES.................................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS......................................................... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DARE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS d ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE d EQUAL LEG/BOX.....3 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,INTEGRAL FIN d J-CHANNEL...4 DEPICTED AS 2X ARE 1.1/2"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). DESIGN PRESSURES...........................................6-7 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 ANCHOR QUANTITIES:......._.._......__................. 8-10 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. EXTRUSION PROFILES........................................11 8)1/4"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 d PARTS LIST................................... 12.13 7)DESIGN PRESSURES: CODES/STANDARDS USED: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL d CYCLE TESTING AND GLASS PER ASTM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL d CYCLE TESTING AND GLASS PER ASTM El 300. •2017 FLORIDA BUILDING CODE(FBQ,6TH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3X.STRESS INCREASE HAS NOT BEEN -ASTM E130G-09 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 WITH OTHER •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRCIDUCT RBVIBPD 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100-12 as complying with the Fhxidp 10)REFERENCES:TEST REPORTS FTL-7964 d 7968;ELCO ULTRACON NO&ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE d BRONZE/LIGHTER •AISC 360.10 Build.Rg Code r1 - SHADES OF CAP COATED PVC EXTRUSION NONS:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AFBPA NDS d ALUMINUM I AL AcceplRna+No / O.0 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. �\ pYNN /� ReW.lon: re n D4te� �� • USER INSTRUCTIONS: O Y L !•.CENSE M���'; UPDATED TO FBC 2017.-JR- ' „ti e4o Prodncl C' m 06/06/17 /lJ/ 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. '•� 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _* No.56705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = •1 * ® O.-Hpuo aOWR PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW Q'` 1070 TECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1, G '''� ' ••((/� N.VENICE,FL 34275 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR O,O'.. 9 TE 0 (U. TIOe: Det.: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. �.'•.,!I'(ORIDp••.• ��� (941)-80-1800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 6)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. �'�isS/�NA��NG��� ,CT.�1oIGH 0 IRic. Serfb/MedeO Seala: Sh..F. Orowlnp No. Rem: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, A.LYNN I.11l1441P.E. .ALI.RIDIIT9 RESERVED SH-5500 NTS 1 OF 13 M D-S H5500-01 S INTEGRAL FIN OR EQUAL LEG/BOX). P.E.M 587D6 CERT,OF AUTH.#29296 TABLE 1:ALLOWABLE GLASS TYPES Frame Glen Frame Frame Glass Design Pressure Type Description(Listed from Exterior to Interior) Table# Sheet# Types Options Contigs. Shapes Installation Options that may be used _ - (see Fig B) (see Table 1) (see Fig A) (see Fig C) 6 718"Laminated I.O.:1/ti"A Exterior Cap+7116'Air Space+5116"Laminated;(2)Lite@ of 1/8"A Glass with.090"PVB Inledayer 4,5 6 _ 7/8'Laminated I.O.:1/8"T Exterior Cap+7/16'Air Spece+5/160 Laminated;(2)1_1186011W A Glass with.090'PVB Interlayer 4,6 6 ....Info 2X Wood Frame/Buckaldp-sheet 3,option 1 Equal-Elle, SquarelRecl., 7 718"Laminated I.O.:3118-A Exledor Ce +318"Alr 8 ace+5116"Laminated; Litea of i/B"A Glesa wish.1160"PVB Inleda er 4,6 6 Flange Through the hams ....Into Concrete/CMU-sheet 3,option 2 P P (2) Y (42) 5-16 OdellProHew Arch-Top 8 of the window:.^:.. 7/e"Laminated I.G.:3/16'T Exteri +3/8"Air Space+6/16"Laminated;(2)Utes of 1/8"A Glass with.090"PVB Interlayer 4,6 6 8 Cottage Radius-Top or Cap ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 9 7/8"Laminated I.O.:il8•'A Exterior Cap+7118"Air Space+5116"Laminated;(2)Liles of 1/8"H Glass with.090"SG Inledayer 7 7 ....into Metal-sheet 3,option 4 10 718"Laminated I.G.:118"T Extedor Cap+7/16"Air Space+5/16"Laminated;(2)Lites of 1/8"H Glass with.090'SG Inledayer 7 7 Box Equal-Lite, Square/Rect., ....Into 2X Wood Frame/Buckstrip-sheet 3,option i I 11 7/8'Laminated I.G.:3/16'A Exledor Cap+SIB"Air Space+6178'Laminated;(2)Liles of IIB"H Glass with.090"SO Inledayer 7 7Equaew Arch-Top Through the flame ....Into Concrete/CMU-sheet 3,option 2 4 12 718"Leminaled I.O.:3/18•T Exterior Cap+3/6"Air Space+5118"Laminated;(2)Utes 01118'H Glass wllh.090'SG interlayer 7 7 (IW)) 5-18 Orio 8 Cottage Radius-Topp (,I the window...... ....through IX Buckstrip into Concrete/CMU-sheet 3,option 3 13 718"Laminated I.G.:1/8"A Exterior Cep+5118'Air Space+7116•Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedayer 8 7 1....Into Metal-sheet 3,option 4 14 718"Laminated I.O.:118"T Extedor Cap+5116"Air Space+7116"Laminated;(2)Litse of 3/16"A Glass with.090"SG Intedayer 8 7 Through the ....into 2X Wood Frame/Buckstdp-sheet 4,option 5 fin. integral Square/Reci.,into ..... 16 718"Laminated I.O.:3/18'A Exterior Cap+1/4"Air Specs+7/16'Laminated;(2)Liles of 3/16'A Glass with.OBO'SG Inledayer 7 7 J-Channel Equal-tile, 9 ....Into Metal-sheet 4,option 7 5-B Oriel/Prodew Arch-Top 8 16 718"Laminated I.O.:3/16'T Exledor Cap+1/4"Air Space+7/16"Laminated;(2)Was of 3/16'A Glass with.090"SG Inledayer 7 7 (01) &Cottage Radius-Top Through the frame ....Into 2X Wood Frame/Buckstrip-sheet 4,option 6 of the window..... ,,..Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES S.7,9,11.13 Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 Min.Edge Min. ' 8 15 MAY NOT BE USED IN Integral Fln Equal-Lite, SquerelFtecl.,integral fin...... ....Into Metal-sheet 4,option 7 Group Anchor Substrate THE HVHZ ABOVE 30'. 5-9 Oriel/ProNew Arch-Top 8 Distance Embedment' • (#3) 9 8 Cottage Radius-Tap Thmu h the home ....Into 2X Wood Frame/Buckstdp-sheet 4,option 6 P.T.Southem Pine(SG=0.55) 7/18" 1-318" of the window...... -„.Info Metal-sheet 4,option 8 #10 SMS Steel,A36• 3/8” 0.060' IN.OF 3 (steel, S.S.S. THREADS Or 410 Steel Stud,A053 Gr.33" 3/8" 0.0451'(18 Oe.) BEYO D THE FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES O$.$.) "A"=ANNEALED A Aluminum,8003-T5" 318" 0.050" METAL "H"-HEAT STRENGTHENED P.T.Southern Pine(SG=0.55) 7/16' 1-3/8" SUBSTRATE. — - �� "7•=TEMPERED 3116'steel Ullracon Concrete(min.2.85 ksi) 1" 1-318" "UNGROUTED / "PVB"=.090"TROSIFOL®PVB Un routed CMU, ASTM C-90) 2-1/2" 1-114" CMU"VALUES BY KURARAY AMERICA,INC. P.T.Southern Pine(51=0.55) 9/18' 1-3/8" MAY BE USED / "SG"= .090"SENTRYGLASO #12 SMS FOR GROUTED 9/ J-CHANNEL INTEGRAL FIN (steel,18-8 S.S. Steel,A3e" 3/8" 0.050" / INTERLAYER BY KURARAY Steel Stud,.4863 Gr.33' 3/8" 0.0451" 18 Ga. CMU AMERICA,INC. or 410 S.S.) ( ) APPLICATIONS. i y) 1 4 1 B Aluminum,8063-T6' 3/8" 0.063" EQUAL-LITE ORIEL COTTAGE 114"steel Ultrecon P.T.Southern Pine(SG=0.65) 1" 1-3/8" 1/4"steel CreteBex P.T.Southern Pine(SG=0.55) 1' 1.9/9 FIGURE C:FRAME SHAPES 1/4"steel Aggre-Gator P.T.Southern Pine(SG=0.55) 1' 1-318" —.-BUCK WIDTH ---I BUCK WIDTH F+--—►IBUCI(WIDTHI- - FLANGE BOX OR EQUAL-LEG 1/4"steel Ultrecon Concrete min.2.85 ksi 1" 1-3/4" r--- `---� "-.- ------ C Ungrouled CMU,(ASTM C-90) 2-1/2" 1-114" _ igaterialV127.4kel Min.Fe Conret1-3/4• St120 ksi 14'steel Ultrecon ncrele(min.2.85 keI) 2-1/2" "14 ur w w 1 95 ksi 114"steel CreteBex i S2 4 110 ksi ODUngrouled CMU,(ASTM G90) 2-1/Y 1-1/4" mwm = Elco A 96 keI Concrete min.3.275 ksi 1-112' + + 1 j Elco 177 keI 1/4"steel Aggre-Gator 1 1 1 1 Grouted CMU,(ASTM C-90 2" 2" 410 SS Elco CroleFle189.7 kel RECTANGULAR RADIUS-TOP ARCH-TOP 8083-T5 Aluminum 18 keI 1 2 ksi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 36 ksi 6e kei FIR ODUCT REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN.A BLOCK AND OBTAINING DESIGN PRESSURES Gr.33 Steel Slud 33 ksi 45 kei m complying with the Fircidx Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 610. Building Code ) og Group Anchor Subsi=sts gceaplanae too Distance Embedment' r � � I Revlelon: >.rel' Ume E 2.1/2'x.131"Common Nall P.T.Southern Pine(SG=.55) 3/8" 2-7/16" .`�ONV LYN/yM�r., 2-1/2"Ring-shank Rooing Nell P.T.Southern Pine(SG=.65) 3/6" 2-7/16" �`\'�"�.•'•VIGENSF'•.e, ANCHORS RE-GROUPED. Ma„DsdeProdiicrControl - P.T.Southern Pine(SG=.55) 112" 1-318" � '•.� -JR-06/06/17 i #10 Tmsshead SMS0 _*•; No.58705 3/8 *_ • Aluminum,6063.75 " .050" (steel,16-8 S.S. — OrvRn ey: Steel stud,Or.33' 3/B" 0.0451"(18 Ge.) Deecripilen: or 410 9.5.) _ F SIeeI,A3e• 3/B• 0.050" 6 � '] _ 1070TECITNOLOGYDRIVE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI MIN.OF 3 A 'T;'• N.VENICE.FL 34276 P.T.Southern Pine(SG=,55) 9/16" 1.3/8 THREADS �O�'•, 5 TE O <(/ ntle: cote: #12 SMS �'••.`(ORIOP.•'G��� (9a1).aea-lend SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 Aluminum,6063-T5' 3/8" 0.063" BEYONDTHE (eleel,18.8 S.S. Steel Stud,Gr.33' 3/8" 0:0" METAL /sis/ �C� �` corrnloHreyov a 410 S.S.) SUBSTRATE. //y�1VAL ��` POT INDIremO.INC. SsAea/Model: Srnre: SMaf: Drerinp No. Rav: Steel,A38' 3/6•' 0.050" A.LYNhlkl LV P.E. AM n-. SH-5500 NTS 2 OF 13 MD-SH5500-01 B P.E.#5a705 CERT.OF AUTH.#28288 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES --- INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1 DIRECTLY INTO CONCRETE/CMU. SUCKSTRIPINTO CONCRETE/CMU. ANCHORED THROUGH EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT FRAME INTO ZX WOOD EMBEDMENT —►I FRAME OR BUCKSTRIP. f -•-{ 1/4"MAX SHIM 16 1l4"MAX SHIM �+-- SEE NOTE 2,THIS SHEET. c� EMBEDMENT _ SASH VISIBLE V _FLANGE FRAME 1 j EDGE • �(-i-til i"-�18) LIGHT WIDTH -17 0r EDGE SHOWN -L-1 DISTANCE DISTANCE I •• • 44)BALANCE ------- - _ I 7YP ANCHOR 114'MAX _ .-TYPE VARIES SHIM TVP.ANCHOR TYPE, ` 42�WITH SASH _ •• N EMBEDMENT AND ! TYPE, WEIGHT 2 TYP.ANCHOR TYPE, 54 �- EMBEDMENT EMBEDMENT AND EDGE EDGE Q 30 AND EDGE DISTANCE PER O DISTANCE PER SUBSTRATE, :. Q MMN•__.0"• 31 DISTANCE PER SUBSTRATE, SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EDGE SUBSTRATE, 16 EXTERIOR 87 DISTANCE SEE TABLE 2, FIXED VISIBLE ... � SHEET 2. FIXED 20 1 OPT.SASH TOP - VISIBLEJ FLANGE I -�2-•, LIGHT WIDTH LIFT RAIL LIGHT FRAME Ir / J EQUAL HEIGHT FOR ALL WINDOWS: NOTES: SHOWN "- BUCK WIDTH fLFRAME 1 ANCHOR 0 3.55" SHOWN 49 q6 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION A-A 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 72 AOVER 36'WIDE: SHEET 2.FOLLOW EMBEDMENT AND DADE APPROVED MULLION,FSC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTA__L_SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2 SCREWS @16-3/B" INSTALLATION OPTION SHOWN MAY �q 45 46 447 35 FROM END. BE USED ON ANY SIDE OF THE 0 _ FOR WINDOWS WITH WINDOW, 114"MAX. \ BUCK OR#12 S 16 BOTTOM LOCKS: SHIM /-' '#10TEEL HEIGHT 60 O - ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE 1l4"MAX. SCREWS B-3/B" USED INTO WOOD AS PER TABLE 2, -�.TL /'—SELF-DRILLING SHIM 85 T— SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE FROM ENO. 30 SASH \\ THAN THICK ARE L TI SHEET 2. EXTERIOR VISIBLE TABLE 2, D� CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS Be J_ 16 \\ USE EITHER DEPICTED AS 2X ARE 1-12"THICK OPT. OR GREATER.1X AND 2X BUCKS ��11 (2)1' g1 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L� Q INTERIOR 31 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE a EQUAL Q LOCATITESTEON: N:6-UNIT THE STRUCTURE.W000 BUCK FRAME LEGBlOX - o WEEP � / LOCATION:8-518" DESIGN AND INSTALLATION IS THE NOTCHESAT 80 FROM SASH END. SHOWN o FRAME . RESPONSIBILITY OF THE ENGINEER EACH END. OR ARCHITECT OF RECORD. -.Ti.� SHOWN i EXTERIOR 6 �6 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT 15 PRODUCT ImVISE0 67 OPTION 4 OPTION 4 OPENING)O MEASURED FROM I,s rsvnplrin with th.FkWkin EQUAL-LEG/BOX 1/4"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH BoOdina Code FRAME SHOWN `t 1 I I I I 1// RAMS INTO METAL FRAME INTO METAL �, tgl o Tb o - O T `�•��ON NM',, Rwbbn: E�i,14 o0alc � L .27"X 1.25" } 'l D I NO ANCHORS 1 t. C10ENgF••,(� '� Y WEEPHOLE Q-, A4iom Ded'PmAuct c W/COVER REQUIRED IN VISIBLE LIGHT FORMULAS 2.B7"FROM38 FLANGE OR -•* No.58705 EACH ENO. EQUAL-LEG WIDTH _ / • FRAME SILLS @SASH:BUCK WIDTH-6-1/2" -"0 'Lt' 7AIr� ® 0-1ptton: Drown y; ®FIXED LITE:BUCK WIDTH-4-3I6" Z'L / •�� 1070 TECHNO ST TE OF LOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI O • "p [V�� N.VENICE,FL 34275 HEIGHT(EQUAL•LITE). (� '•.F<OR10P,.' �[�� 941}480-1800 nos: Dot.; VERTICAL SECTION B-B BUCK HEIGHT2-3-15/16" i'ss� NG ( SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ONAL EI��. coPmlaNro:n,r //II1111 POTINDUSIMES,WC. $edes/Med�l: SCols: 5/I!!t: Growl NO. ReV: A.LYNN MILLER,P.E. ALL RIGHTS RESERVED n0 P.E.a 58705 CERT.OF AUTH.N29298 SH-5500 NTS 3 OF 13 MD-SH5500-01 B INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ZX ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR Imo— EDGE DISTANCE ANCHORED THROUGH INTEGRAL Fes- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR --- O 1@"MAX SHIM 1l SHOWN _ .__ ..... 4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS —�— EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, _ SASH VISIBLE- /7 3-CHANNEL �_ �_ EMBEDMENT AND EDGE �� �18� LIGHT WIDTH FRAME DISTANCE PER SUBSTRATE, O .. SEE TABLE 2,SHEET 2. __. T (SCREW SHOWN) 44 BALANCE _ EMBEDMENT } .TYPE O \ L 1/4"MAX SHIM _ _ 42�WITH SASH TVP.ANCHOR TYPE, 01 EDGE 30 STANCE WEIGHT 64EMBEDMENT AND EDGE 31 DISTANCE PER SUBSTRATE, 1- O -,•"�---- _,•,,, SEE TABLE 3,SHEET 2. (NAIL SHOWN) o�` EXTERIOR B7-- TVP.ANCHOR TYPE, �—'•� dna INTEGRAL�_EMBEDMENT AND EDGE FIXED VISIBLE FIN DISTANCE PER SUBSTRATE, FIXED J-CHANNEL 1 LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. 20 OPT.SASH TOP VISIBLE LIFT RAIL FRAME \� SHOWN (NAIL SHOWN) LIGHT HEIGHT FOR ALL WINDOWS: NOTES: SHOWN { 1 ANCHOR @ 3.55" BUCK WIDTH 4FROM END AND AT 1)USEONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE O , 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 — OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMF_NT 1l4'MAX. DADE APPROVED MULLION.FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. >f ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM MAY BE BE V_ RTICAL ORHORIZONTAL,SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. ' SCREWS X18-318' INSTALLATION OPTION SHOWN MAY " 14 46 48 47 M ENO. BE USED ON ANY SIDE OF THE 36 —. \ FOR WINDOWS WITH WINDOW. FRO BUCK o 16) BOTTOM LOCKS: #10 OR 012 STEEL i/4••MAX. HEIGHT 50 ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE / ---SELF-DRILLING SHIM SCREWS @ 8-3/8" USED INTO WOOD AS PER TABLE 2. �� SMS(G5),SEE 85 1— FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2&3, (� 30 \ THAN 1-112"THICK ARE TO BE SASH CONSIDERED 1X INSTALLATIONS. SHEET 2. EXTERIOR VISIBLE �� 1X WOOD BUCKS ARE OPTIONAL IF LIGHT - `� UNIT IS INSTALLED DIRECTLY TO HEIGHT \ USE EITHER SUBSTRATE.WOOD BUCKS LATCH(SHOWN) OPDEPICTED AS 2X ARE 1-112'THICK L LOCK(SHEET 3). 86 16 BOTTOM OR GREATER.I AND 2X BUCKS / Q 65 \ (WHEN USED)SHALL_BE DESIGNED O 63 TESTED UNIT TO PROPERLY TRANSFER LOADS a FIN AN a INTER�OR 91 31 30 LOCATION:6-5/8" TO THE STRUCTURE.WOOD BUCK - _ FLANGE REMOVED --- WEEP FROM SASH END. f IN-FIELD NOTCHES AT DESIGN AND INSTALLATION IS THE — (RD F-. RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN fL EACH END. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN \\ D REQUIRED IN FRAME EXTERIOR INSTALLATION 7 (\ SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION IfIJ'I THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 PRODUc7T REVI.SLA OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO METAL -M-100118 with the F4FMa 114'MAX BEADING TO BEADING. ANCHORED THROUGH Building Cod INTEGRAL FIN rt INTEGRAL FIN/FLANGE REMOVED )�.+'.j7'�'- FRAME SHOWN LJ SHIM '1111 1111 ,,,,INTEGRAL FIN INTO METAL ( ) Acccply,,;e do�ti 1 �J o `����Q A. i�/ Ravlalon: E iration On,e 2� 27"X1.25"WEEPHOLE •.•' '-%CENSE'•% O30 WICOVER®2.87" Q'.• tT ,neinminAn Prtd�RaCn1 rr FROM EACH END. VISIBLE LIGHT FORMULAS _* No.58705 TVP.ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE WIDTH — DISTANCE PER SUBSTRATE. @SASH:BUCK WIDTH-6.1/2" A'•• ' a W°crlpllon: SEE TABLE 3.SHEET 2. �1 EMBEDMENT — @ FIXED LITE:BUCK WIDTH-4.3/8' %O STATED '•k/� 1070 TECHNOLOGY DRIVE J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) 'n p �(/ N.VENICE,FL 34275 HEIGHT(EQUAL-LITE) 'i Ch`s•'•.�ORIDt`..•- ���� (941}480-1600 Rtle: D°I°: INSTALLATION OPTION 5 VERTICAL SECTION_D-D BUCK HEIGHT12-3-15/16" �7"'y. .. L ENG` �o n„o,,,e,°„ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN I/,;],I I%% POT INOUarnlE9.INC. INTO 2X WOOD FRAME OR BUCK- ALL Ol.—RE9ERVE0 SeAo/Alodel: Scots: Sheaf: 0­1"q N°. Rev: STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILL ER,P.E. SH-550O NTS 40F13 MD-SH5500-01 B P.E.#58785 CERT.OF AUTH.#29296 -►{ 7/8"N 718"NOM. �- -'{ 7I8"NOM. 718"NOW -+) 718"NOM. �+- 5/16"A/A PVB I I 5/16"A/A PV13 I 5/16"A/A PVB I —� 5/16"A/A PVB---- I 5/16"H/H SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A GLASS 1/8"T GLASS 3116"6 GLASS--\ 3/16".T GLASS 1/8"A GLASS a EXTERIOR <�EXTERIOR 10EXTERIOR G]EXTERIOR 4]EXTERIOR 07&78 \ 7 — E2&79 � 7879)— `8.79 78-79 m GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718"NOM. -�I 718"N M. -� 718"N 718"NOM. �+- -� 718"NOM. 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG I 7/16"AIA SG ---- I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE \ 5/16"AIR SPACE—- 5/16"AIR SPACE 1/8"T GLASS 3116"A GLASS 3/18"T GLASS--\ 118"A GLASS 1/8"T GLASS a EXTERIOR I�D EXTERIOR <�j EXTERIOR EXTERIOR y ��EXTERIOR 78-79 • 7M17A \/ 7879---—• 08_79 (78-79 n. GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -r-{ 718"NOM. - -� 710"NOM. 7/18"A/A SG I I 7/16"A/A SG 112"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE— 78-79 BITE TYP. '16 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH J-CHANNEL OR 7P 710 •INTEGRAL FIN FRAMES ��EXTERIOR EXTERIOR oil GLASS TYPES 5,7,9,11,13 9.79 79-78 31 &15 MAY NOT BE USED IN EXTERIOR 75 • THE HVHZ ABOVE 30'. PRODUCT RFVISEE1 GLASS TYPE 15 GLASS TYPE 16 a°aNPlyilgwiNtlroPkriAn DNi qft Cale 3' l� AeecPMnmhM 7- 36 30 i Revlelon: iretimr Date L By P�l�;.•'•LICENSE-����i Mie ri nde Praducl C a o No.58705 •� 7E r - 2T ' '�. - GLAZING NOTES: = 7�- "A"=ANNEALED --G _ Descrfp1lan: Ororn TYR GLAZING DETAIL H"=HEAT STRENGTHENED ;7D 12 I ,�- 1070 TECHNOLOGY DRIVE GLAZING DETAILS J ROSOWSKI "T"=TEMPERED O S7 TE OF •1[/� N.VENICE,FL 34275 'PVB"=.090"TROSIFOL PVB BY KURARAY AMERICA,INC. % F10RIDA.. (941}480.1600 tbn. 'SO"=.090'SENTRYGLAS013V KURARAY AMERICA,INC. s(� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 G\ copvnlGNrozm7 '�//��NAL ee\\' pOTINOVa R1Ee,INC. FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. 1111"Nmm%,L 111 Sedee/ModaL• Scole: Sheet: Orawlnq No. Rev: ML RIGMR RE9ERVEV A.LYNN MILLER,P.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.p 68705 CERT.OF RUTH.M29298 AB T - ol..rya• 004517,17 s..h TABLE al..Tine. Design P moure,bM2' s ®.�4dbnaole� Snnrbbnl ...Ign Pressure,IbsHt alasroe• Dee IDnPmeurt,beRl' 4 R•„p•Anl Wnd.w Buek width m 1,16 as /-�0 • GO M61wwn up W1° 51175 +86.0/-700 binl.L 2].5 Equ•I-01• 11,504 .050 1-7D.0 053.0 -10.0 R.InE.Ler.1 R1 Fn.1 W.'s•e.hana. In-Celle. 11.611 15m 4.5.0 Jill-7U.D .m.0 -10.0 R2 Fa a6wmow wld e.eh.Ix•• 26 EgWl1. 11.583.11.510 +05.13 -70.0 .85.0 -10.0 SEE TABLE 9,SHEET 8 FOR 61•mwd P-1- 111377 11.502 +56.0 -M.D +65.0 -70.0 SEE TABLE 1D,SHEET 8 FOR ANCHOR GROUP AND QUANTITY. Tww" 23.517.2°.284 +00.0 .70.0 40.0 -70.0 ANCHOR GROUP AND QUANTITY. 91w 1,1 Cell•ee 20.1511-MAN +SSD .700 4as0 -700 31.213 Egllel el• IT.517.20357 +06.0 -M.0 +05.0 100 64M.Id PW- 4.611�17.510 +65.0 .70.0 •65.0 .70.0 0 6hm.1 11.377.141I11 NS.D 70.0 465.0 -70.0 � TMte.t 77383 31311 .65.0 70.0 •65.0 .70.0 Cubm Bk• 20.511.27.°02 .63.0 -ro.0 .65.0 .10.0 61. do l.o. 23511.2°,510 -65.0 -M.0 :m.n -70.0 HEADER M EgIeH x.017.226M -A -70.0 0110 .700 HEADER 6bmwd P-lm 11.517.20.310 +63.0 -700 .050 -700 23 Qwloen 6b. Ms1117.51a 405.0 .ro.o 4m.0 -too 23 em6.n 11.377w140519 405.0 .700 1•05.13 1-700 1 �L^�I e I.II mM .Se3.35.111 4660 -711.0 405.0 .700 U e _..--- awewd Cml.e. x517.20.512 +66.0 -70.13 moo 0 _--- - O fgWAl• 20.617-x.515 4050 00.0 +86.0 -1 700.13 Q 0 MEETING RAIL •e slw.re Peml.w 17.617-x.S15 +05.0 .7110 .wo .70.0 O MEETINGRAIL Cuebm 0.e. 1•.517.11.°16 4650 -700 1x0 10.0 26 0 Cubm64. 12617.1+610 0550 -MO +63.0 -700 Z7 BMS..I 11.371.12.610 455.0 -70.0 +05.0 -10.0 x B - EXTERIOR 0 0 � T•Ibs1 ]2.200-31.636 466.0 -70 0 -70. .0 •050 91w fwd C lt• .517.33.207 465.0 -70 45 .0 .0 10.0 �l O {) Ege.uu._ 23.517-M.SM .es.0 -00.0 ,053 -70.0 (23 JAMBc,,o,S1e x.117.0310 405.13 -m.o +e5.0 �10.o JAMB EXTEFOOR 400°2° sb.m.N P.4- 173"-x... .05.13 -700 405.0 TO0 SASH $I'. usn.17.°10 -550 - V .0510 -700 F�fTFjRiIOR SASH HEIGHT 05 (� HEIGHT cv.Iom se• 11517-11.516 4.5.0 -V0. 4 .0 -100 Sw-i 11.377 12.516 055.0 -U 400 -70.0 T.Ib.1 36.617-41.0M 05613 -".0 405 0 .70.0 Stw d4N,11e0e 21.517.35.510 +0510 .70.0 405.0 .70.0 (23 FgwN.e x.517.x510 485.0 -70.0 +055.0 -70.° 23 sumwd Pv~ 0.°11.x.°111 .17.0 -m.D .045.0 -me SILL m c,wl•m sue x.517.0.515 4860 -100SILL -- C,,.b,nft. n.5n.xsle +0.5.1 -100 40D -100 C.-all. 1•.817."316 .eS.o .x40 4660 401.1 � 7 Cmlemsb• 12.0"-1•.618 053.0 00.0 .05.0 01.3 3b.0M1 11361.13.016 455.0 .70.0 .e50 406.5 - Uk.I 311.517.11.60 455.0 .70.0 105.0 -70.0 0.1..ave 3°.511-x.510 445° -70.0 .m.D -TOO c Equ610e 35.517.3°.610 +m.D -70.0 .05,11 1-013.0 75 Col.m 3be 32.517-35.51. 465.0 1-MO 4WD -700 SECTION DETAIL FOR WINDOWS WITH S.m"F,v 2°517.32515 465.0 1-70.0 4050 00.0 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 C I_Su. x517.20615 -65.13 1-70.0 4060 07.2 LEVEL_ R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE 01mdm1 2S.SIG."SIG .45.0 -70.0 405.13 458.5 - -- (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& E6.d3Oe 3°.0.".•1.4.1 405.0 -700 4050 -70.0APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 0.e C,wlwn Slx• "SIT-0.510 .05 7.3 .0 �m. .05.0 0CONFIGURATIONS) Pn�u:NCT REO,ISFO 8lelbe'P,Ww maid.w3111 .65.0 -100 +06.0 450.6 Iii•:nmplyj-w.ilh the F•6 TA1A 91.05 WWI '• .10M .65.0 -70.0 405.0 450.3 SEE TABLE 10,SHEET 9 FOR ANCH OUP AND QUANTITY. Ovil piC.O. ni AttcpWlae h, "MIN.SASH HEIGHT WING W 111 1111147,60.136 E pi, � 0515 ` VA I R1Webn: 0..-I".., -� X11 B3 :.•'•�ICENSF CC��� Miami 70 6Prtmhl,tC� * No.58705 NOTES: --O '•lel 11 �` Desarlp0on: DP°`'n�•` 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ••, STATE I T.' (V� 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI .'l,( N.•'' •��• N.VENICE.FL 34276 70/el Odle: ` (911}"80-1600 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ISIS NG` SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �r77ONAL Eo COPYRIGHTOP017 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN '011111101\ POT elOUSTRIEB.W. cartsa/MadN: Sooty: D-Inp NO. Rer. ON THE TABLE. A.LYNN MILLER.P.E. Kx RlG14rt RE9ERVEo SH-5500 NTS 6 OF 13 MD-SH5500-01 1 8 P E e 56705 CERT.OF AUTH.320206 TAB TABLE 6: __ T glare- a.-Pnn 91.6TSO. mdl.m Bun 2 412,le a to dee""'"b Ohm auh t Agog Dlad#n PreeOuv,b9/P' !3.2 ou*11.ror Ohen Sun Halox D6.IgP Pr4e9uae I6NR ,,.in,.lswl P=4.®Windaw P.n9.5n) wnd-Buek V8d11 Pelnr.live, fteq.@ 1 Paha d,,) Mllndow Bte,klvldh(1r) c g HdaM a- 11p b-0 48 52126 64 3 Hstom 5X_ 11 21 32 36 40 10 S2125 54 x3.6 EW.1411. 11.301 .70.0.110.0 .70.01-110.01-70.0•110.0 .70.0 .1 Tom 235 Equal-Me 11.381 -70.01-110.0 -70.01-110.0 •70.0-110.0 •70.0 -110.0 -70,01-110.01-70.0 Almr) •70.0-110.0 •70.0-11'0.0 &t•M.rd college 11617-15.80 •70.0 .110.0 •M.0-110.0 +70.0-110.0 .79.0-1100 S MW College 14.517-16.870 40.0-110.0 -70,01-110.0 •70.0•110.0 •700 -110.0 •70.0 -110,0 -?me-110.0 `70.0-110.0 •70.0 -170.0 >e Ew.1_Is. 11.603.14.516 -70.0•110.0 +79.0-110.0 +10.0-170.0 +70.0 -110.0 26 EWa-M. 11.5113-71.5!5 •70.0-110.0 •7m(l -110.0 -70.11 Aim() •10.0 -1100 •70.0-110.0 •70.0-110.0 •70.0-110.0 •70.0 -110.0 (� S1slxbd Pn%v, 11.17-tl.592 179.0 -110.0 -70.0-110.0 -70.0 110.0 -79.0 Alma Mandard Pm4ew 11.377-11.502 -70.0-110.0 -70.0 -110,0 •70.0-110.0 -70.0-110.0 -70.0 -110.0 -70.0-Iw.9 -70.0 -110.0 •70.0 .110.0 O Q T~ 23.517-26.28(1 -79.0-110.0 •700-170.0 -70.0-110.0 •70.0-110.0 T.H.1 23.617-25.209 •70.0-110.0 •70.0 -time •70.0-110.0 •70.0 1100 •70.0 -110.0 -70.0-110.0 -711.0 -110.0 •79.0 .110.0 HEADER itrM=d omtq• 20.goe-23.61s •79.0 .110.0 +70.0•1140 +70.0-i WA -70.0 410.0 81sMnd Collage 20.918-23.618 •70.0-710.0 •70.0 -710.0 •70.0 -110.0 •70.0 -11x0 -70,0 -710.0 •70.0-11x0 •70.0-110.0 •70.0 -110.0 7.D 37.315 Equd�Me 17517-20.161 +70.0 -710.0 +70.0•110.0 470.0-tial) +79.0-1090 31.375 Equa-Me 17.517-20.957 •70.0 110.0 •>0.g-110.0 •70.0 -110.0 •79.0-110.0 -70.0 -110.0 -Too-110.0 •70.0•110.0 •70.0 -1090 BbM.M P1a1.w is St1-1T510 170.0.110.0 .70.0 ACOA +70.0-710.0 -70* -110.0 01eMMd PrMew 14.517-17.616 •79.0•110.0 •70.0 •110.0 •70.0 110,0 •70.0-110.0 •70.0 -710.0 •70.0-110.0 •70.0-110.0 •70.0 .110.0 7-�•- �-Shortest 11.377-14.516 •79.0 -110.0 -704-110.0 -10.0•107.0 +79.0 -103.0 Modest 1/.371.14.61/ •70.0 Almir -70.0 -110.0 •70.0 Ilmo +To.0-110.0 •70.0 -110.0 •70.0-710.0 •70.0.101.0 •70.6-103.0 U TdMI 27.113.31.011 -79.0-110.0 -70.0 400 +70.0 -93.0 -70.0 -000 Tallest 27.593-31.111 •70.0-110.0 •ml, -110.0 •70.0_lima 4.o-110.0 •700-110.0 140.0 90.0 •70.0 43.9 •70.0 40.0 Cu- She 28.517-27.592 .70.0-110.0 - -0.110.0 .70A.110.0 .79.0-1100 C.A..sit• 28.517-27.602 •70.0-110.0 •70.0 -110.0 •10.0 -110.0 •70.0-110.0 •70.0 .1100 -70.0-110.0 -70.0 410.0 -70.0 -110.0 I"� Q I MEETING RAIL da.Oe 23.617-26.610 •79.0 4wA +70.0-110.0 •70.0 Alma .79.0-110.0 M9M114 Collage 23.517.28.678 •70.0-110.0 •70.0-110.0 •10.0 -110.0 .70.0-110.0 1700 -110.0 •70.0-1w.o •70.0 -110.0 •70.0-1100EqusMl. x0.511-23+616 +70.0-110.0 479.0-1 im!) •70A Afa0 -roU -110.0 4 Eq.". 20.517-x3.510 •70.0-1'10.0 •70.0-110.0 .70.0 -1190 •70.0 -110.0 •70.0 -110.0 -70.0-110.0 +70.0-110.0 •70.0-010.0 � 217M.rd Pmhw 17.517-20.510 .70.0 -110.0 +70,0-110.0 +70.0 4100 -70.0 4*0 fe.noar0Pr ow 17.517-20.516 •70.0-Iloo •70.0-7111.D .70.0-110.0 .70.0-110.0 •70.0 -110.0 •70.0-iwA •70.0 -its.0 •70.0-110.0ub&Size 14.81-11A18 +Tmo -10.0 -70.0 limo 4o0-Ito.o -70.0 -11&0 Custom 04. 71.5171118 •70.0-710.0 •70.0 -17o.0 •70.0 -110.0 -70.0 -110.0 -70.0 410.0 -70.0-110.0 -70.0-110.0 •70.0-110.0 EJ(TE�7RIOR 6hod..1 11.79-1.510 170.0-110.0 +79.0 110.0 +70.0-1070 -70.0 -woe Shortest 71.371-14.510 +70.0-10.0 +70.0 -110.0 +70.0 110.0 •70.0-1100 •10.0-illlm •70.0-110.0 •79.0-1020 •70.0 -703.0 V 0 O T.XN1 31.593-35.911 .MA -1100 +M.0 .89.0 .70.0 .83.0 •79.0 .11,0 TMleal 31.503-35.011 •70,0-110.0 -70.0-110.0 +70.0-110.0 170.0-110.0 •70.0-120.0 -To.0 49.0 .70.0 43.0 -70.0 40.0 �_. 9,sn do .g. 25.517.31.592 •79.0 -100 -70.11-10,0 -10.0-110.0 awl) •110.0 elandardCollege 29,517-31.682 •70.0-limo +lm0 -10.0 •70.0-110.0 90.0 -1100 •70.0-1'10.0 -79.0-111.0 •70.0 110.0 •70.0 -10.0 JAMB 25 E Wd41. 20.517.2..610 479.0 410.0 .70.11•10.0 -Tmo-10.0 +70.0 -110.0 Equal-IH. small-26.516 170.0-110.0 •70.0-1mg -10.0 -Ito0 •70.0 -110.0 •70.0 -710.0 •70.0-10,0 •10.0•110.0 00.0-100 4 S.-d P_ 17.517-10.5111 .704-110.0 •70.0-110.0 +70.0-limo .790 •110.0 4 81aMMd F,W.w 17.517-20.516 •70.0-110.0 •70.0-110.0 •70A-10.0 •70.0 -110.0 •70.0 -10.0 •70.0-110.0 1000-10.0 •70.0 -110.0 ROR SASH C.'...4. 14.617-17.618 +70.0•1Io.0 +70.0 110.0 +70.0-100 -70.0-tw11 Cu.1omsh. 14.517-17510 -70.0-10.0 •70.0 -110.0 -70.0 -110.8 •70.0-11110 100.0 -110.0 •79.0-10.0 •10.0-10.0 •70.0 -100 HEIGHT Cualam St.. 12S17.14.510 .70.0•110.0 +70.0-I1m0 +70.0-limo +79.0 410.0 CUslom Sha 1x.51-1431. .70.0-lima .70.9-neem •7oA-10.0 •70.0-10.0 .7mo .110.0 -?me-110.9 -7om_lima •70.0-10.0 SECTION DETAIL FOR E shortest 11.317.125te +70.0 -310.0 +70.11 1-110.0 +70.0-110.0 +70.0 -t 10.0 E tned4l 1.317-12.515 -70.0-110.0 •70.0 -10.0 +70.0 -110.0 •70.0 -100 100.0 -110.0 .10.0 110.0 -70.G-10.0 •70.0 -10.0 Too" 5a.?01.31.63e •79.0 410.0 •79.0 I 41.0 +70.0 40.0 470.0 -80,0 7.11.51 33.201-37.536 •70.0-1100 -70.0 -I'mo •70.0-lie.. +70.0-10.0 .70A-1$0.0 •70.0 49.0 •70.0 430 -7&D 40.0 WINDOWS WITH � O St"ord deo. 26.517-33.217 -Too •10.0 .79.0.110D .lam-104 4TTO 1m0 � S1ndere Colsod 28.917-32207 .70.0-110.0 •70.0-110.0 +70.0-110.0 •700 -1111.o •7o.0-10.0 00.6-limo .10.0-110.5 •70.0 Aimo LEVEL R3 REINFORCEMENT l`° EgOstw. 23.617.29.618 •79.0 •1 MCI I+70.0-110.0 +100-110.0 +79.0-10.0 Ewd all 23617-20.514 -0.0-110.0 •70.0 -110.0 •70.0-10.0 •70.0 -110.0 •70.0 710.0 .70.0.110.0 .70.0 41..0 .To.0 -110.0 x 0.820 C1dlom m:e 20.811.33516 .roo -910.0 .70.11-10.0 .rao-noel) .meq.170.0 ' cu.1079 size x11591-x3.51• .111.0-910.0 •Irq.e-10.11 .711.11-10.5 .10.6 •nam .1p.v-110.0 •70.0 410.0 40.0-10.0 •70.0 -10.0 GLASS TYPES 9-16 3p 84•deN A. 1.577-.0.010 .7a.o -710.0 •79.0-110.0 •70.0-11.0 .700 -t 10.0 48,11'8 elwgnd Phol- 77.517-20.515 -76.0-110.0 •70.0 -110.0 •70.0-110.0 •70.11-110.0 •70.0 -110.0 •>q.0 -110.0 110.0-110.0 470.0-110.0 SILL J� (REINFORCEMENTS SHOWN _ dab&Sl. is.517.17.516 •79.0-110.0 .79.0-110.0 •79.0-10.0 +700 410.0 3 Custom 9h. 11.617-17.516 •70.0-110.0 •70.0 -110.0 •70.0 Alma -70.01-110.0 40.0 -1mil •70.0 410.0 •79,0-110.0 .>0.0-110.0 IN FIGURES ABOVE APPLY /),✓JI Cu.mm 6h. 1351-14,516 +mea -110.0 .70.0 110.0 +79.0 4100 •70.0 -110.0 Custom she 12517-14.518 •70.0 -110.0 .70.0-10.0 •10.0 118.0 .10.0-110.0 40.0 -110.0 •70.0-710.0 •10.9 -170.0 •70.0-10.0 TO ALL CONFIGURATIONS) Slwtul 1.31-12.510 470.0 -110.0 .70.0-10.0 .70.0-110.0 .79.0 410.0 /honest 11.377-12.516 -70.4-10.0 .7o.o-110.0 •m.0 .110.0 40.0 410.0 •70.0 1711.0 -70.0 Alma •70.0 -110.0 .IDA-110.0 Ilff >NNst 35.517.41.04 +70.0 -1100 +70,0-10.0 470.0-10.0 .70.0 -110.0 T.nut 36.517-41.64 •70.11-110.0 .70.0 -10.0 -70.0 •110.0 -70.0-110.0 +70.0-110.0 •70.0-10.0 •70.0 -110.0 .70.0 -105.7 17 ebnd.d C.Xge M.W.3m51a +Tmo 1110.0 .70.0 410.0 +70.0•110.0 •70.0 -10.0 SI.M.m Cae.g. 37517-36510 •70.0-110.0 •70.0 -100 -70.0-110.0 •70.0 -limit Tom-110.0 •70.0-110.0 •70.0 -108.5 •70.0-103.0 c 9,44. 211.51-31.Ste •70.0-10.0 .70.0 110.0 .10.o-10.0 •M.0 -I Tom Equal 1"s 20.517-31.510 -70.01-110.01•70.0 -10.0 •70.0-10.0 40.0 -110.0 •16.0 -10.0 .10,0-110.0 -70.0 407.9 •70.0-1024 SbMwd RvMw 23017-279510 470.0 410.0 •10.0 -limo •70.0-10.0 +79.0 -100 atsMard Prow 23.51726316 •70.0•10.0 •70.0 .110.0 •70.0-110.0 40.0 -710.0 •70.0 -10.0 •70.0-110.0 +70.0 -it0.a •70.0 .1052 62 Mlem Sle. 20.07.23.676 +70.0 -110.0 470.0.110.0 •70.0.110.0 +79.0 -110.0 62 M.. 14 . 20,517.23.916 -70.11-110.0 •70.0 -10.0 •70.0-10.0 •Imo 110.0 .70o .10.0 •70.0-710.0 •70.0 -110.0 •70.0 -1070 p•.1am Sln 1.517-201115 •70.0-110.0 .70.0 410.0 .70.0 10.0 .70.0-110.0 l 17.617.20516 910.0•10.0 140.0 -110.0 •70.0•110.1 -70.0-110.0 •70.0 -110.0 •70.0-10.0 •70.0 110.0 •70.0 -109.8 pnbm she 11.07-4.875 +70.0 -110.0 .meq-110.0 .10.0•10.0 +10,0 -110.0 . 14.517- 7118 40.0-10.0 •70.0 1ID.0 •70.0-110.0 •70.0 -706.0 •70.0-1026 •70.0-100.5 •70.0 100.5 •70.0 -100.5 Culem Bh. 1),011-14.510 •70.0 -110.0 .70.0•10.0 +70.0 41o.0 •79.0 '10.0 C.M.. . 110,17-14.5116 •79.0-10.0 -70.0 -10.0 •700-105.2 •70A -100.7 +70.0 471 •70.11 44A •7o.0 444 •70.0 41.1 aMdul 1.161-19.1710 +79.0-110.0 470.0 410.0 40.0 110.0 .70.0 -10.0 1.101.13.010 40.0-10.0 40.0 -10.0 411.0-11126 •70.0 470 •meq 47.3 •10.0 40.1 40.0 911.0 170.0 40.0 TNnI 30.617-17.01 •79.0-110.0 470.0-110.0 +10.0 1100 •79.0 -1111.0 79.517-41.54 •10.0-110.0 `70.0 110.0 40.0-110.0 •10.0-170.0 .]0.0 -110.0 •10.0-110.0 -70.0 -101.5 .70.0 4790 QSlom elle 3&517-30,510 +Too.110.0 +70.0-JImo +70.0•110.0 -790 -110,0 36.677-39515 •70.0-110.0 -70.0-110.0 •7D.0-110.0 40.0.110.0 -70.0-1100 •IrDA-110.0 •70.0-101.7 90.0 -0O.l EW.14b 3&517-38,6111 -79.0-110.0 +70.0-11ma 170.0•ilmo 170.0 410.0 35.517-39516 140.0 410.0 •70.0-110.0 •70.0 -110.0 40.0 .110.0 -70.01-110.0 •70.0 110.0 •79,0 -100.4 .70.0 -06.11 76 Cub&9h. 32.517.36.618 •700-110.0 -79.0 110.0 -70.0•tall +70.0-110.0 75 custom site 32.517-35.516 -70.01.110.0 •70.0 .110.0 140.0-110.0 -70.0-110.0 •70,0 AMC) •70.0.110.0 -7.0 -100.7 •70.0 96.2 BbM.ldPmbv 2g.577-32.91e •79.0-110.0 .79.0 110.0 40.0-710.0 +10.0 110.0 Standard No4ow 29.517-32.516 •70.0-110.0 •70.0-110.0 -70.6-110.0 •70.0 410.0 •70.0 110.0 •70.0 109.9 •70.0 401.8 •70.0 41{.1 Comm Sh. 28.517-20.618 +79.0-110.0 +79.0-110.0 170.0-110.0 +meq -110.0 N.10799ka 26.511-295/8 •70.0-11p.0 110.0 -110.0 •70.0-107.1 40.0 -102.4 140.0 49.9 •70.0 48.1 •70,0 48,1 •70.0 -09.1 SIo11u1 25515-20.516 479.0 •710.0 +70.0 -110.0 +70.0•110.0 •79.0 .110.0 8X0.101 23.618-26.518 •70.0•110.0 •70.0 -1ioa +70.0-M4,4 .7a.e 49.1 •70,11 45.4 •70.0 42.4 •70.0 92.1 90.0 -02.1 _ Equa14N 30.017-4.84 .70.0-HOA +10.0-110.0 .700-10.0 +79.0 -110.0 EWd41. 38.W.41.64 •Iro.l)-+111.0 •ro.D 019.11 •6,.o-10.0 .Tom•10.0 •7o.0 -111.0 •70.0 .101.8 179.0 �9e.7 •70.11 -0tt GLASS TYPES9THR000H 0 Belem Slu 556I7.59.b1. •70.0-110.0 +70.0 410.0 770.0 410.0 +70.0 -10.0 64 CuIdl.1810 35.617-36,5111 40.0-710.0 -7m0 -110.0 40.11-107.9 •70.0.102.4 •70.0 99.9 •10.0 48.1 .10.0 40.4 •10.0 914 '116 MAY NOT BE USED WITH 9WIdN Prgd.w x.9111-05.618 +79.0-I1.A 40.11 -110.0 •70.0-710.0 •70.0-110.0 61MMd PrW.w 32818-35510 -70.0-110.0 •79.0-110.0 •74.0-1026 40.0 -07.0 •70.0 933 40.0 40.1 •170.0 40.0 40.0 90.0 J-CHANNEL OR INTEGRAL PRODUCT REVISED el 111 T.1141 "-41.64 +70.0 Alma 470.01-4100.10 170.0-110.0 .6,.o -110.0 91.71 Teasel •--41.64 •70.0-10.0 •70.0-10.0 40.0-1028 •7oA 470 •70.0 �O1.3 40.9 -0091 •1a.o 90.0 910.0 40.0 •FIN FRAMES uo onmplyh%m•ilh live Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. IhdWipg Cade "MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 ••MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.136 .Aeceplullon TM Pj_ LY N�y ,7 R6v7.7an: BB`d,aHan Dme 1' b;�JUID "ICENSF �(�� MI6,»i)ode Product CDMTa4 #..: No.56705 ' NOTES: _ *_ OexrlPUon: Dreher, _•° ��- { �= 1070 TECH14OLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. %�Q STA E O �� N.VENICE.FL 34276 .F[OR1D1`.•'- \��� 77f7a' 480.1600 (941} Dgf4: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN / '�"/ONA11L ANG MT 0oUSTR ES.INC. $erlee�ItodeL• Saa74: Shneh 0112wlnq No. R.V: ON THE TABLE. A.6mg 1.1 .,'P.E. 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MR MMM 19MM Hill AH maaaaaaflaaflaaaaaaaaflaaaaflflaflflaaaoflflflflaaaaooflflflflflvaafl. • �8�000aooaaaoaaaaaflaaaaaafloaaflaflaflafla©aa000flflaaaooa000 3.500" - 3.600" -- - 3.600" - 3.5100 -y�- .062" -��-- .0B2" -►'��'- .082" -►11 .062" _ - 1.184'1.483" 1.483' 1.483" 1.483" .070" - •^�- """'o7 jq " D7D" TTC3) .625" J-CHANNEL FAME .625' FLANGE FAME FIN FRAME C EQUAL LEG FRAME 1.376' O HEAD/JAMB r �./HEAD/JAMB HEADIJAMB `v�HEAD/JAMB UGHT SASH HD SASH LI 23 REINFORCEMENT 25 REINFORCEMENT �•+- 3.483• -'-I --_- 3A83• 3.483' "4 - 3.413' __-- ..►I .070" .062 79r ,038" (I1�IIII I'nII IIUII 1 L llJ --------LFA -- 130 " 2.444" CI 2.444^ _ 2.444' II�`�� 2.44 4" 1.331' �+- -�.I 1.310" �D 28 MEETING RAIL STANDARD 27 REINFORCEMENT REINFORCEMENT f 1n o T FFRAMEELL,HANN 821 FAME SILL FLANGE1375" FIN FRAME EQUALLEG i1.375" C� � �__%S8_L �8./FRAME SILL L II..� 1.872" ,.841" �o T . ,.215' .97rI4" CCJI ,.378" _� .19 2100• -� 2.178 .070 +1.(472" 1.6300�355" 580" �JlII�.5�LyI , / -�+l - _...3_4�7 ' _ .060' 050" 70" ,.BBB" - 035" .080" -T . 2 070J BEVELED FIXED , OVNCSASH STOP/ LIFT RAIL LIFT I L BEVELED MEETING RAIL SASH RAIL E7)COVER JSCREW COVER INTERLOCK NTERLOCI(COVER 2, INTERLOCK 1,2�INTERLOCK COVER PRODUCTREVISED as-pl7i g will.IMs Fkwkle 9nildin¢Code \`(11111111,,,' A-pt..No/7.oyap,05 1. .........., yj �, Rev;<;o,,: r•�c renooDalt 2020 864' �"r .175' .3,8' tl .300' P�l�..•' I.ICENSF.�( PAisnt hde .754" L 15L0" * No.58705 .035 --^'�I�-- .026' -►{�- _ V 1` Z-' � Dssarlptfon: e•r . LAMI 10 EXTRUDE ( ROLLED �• `/S I�: ��� 1070 TECHNOLOGY DRIVE WINDOW EXTRUSIONS J ROSOWSKI BEADING SCREEN FRAME `�SCREEN FRAME SOT. ATE F N.VENICE.FL 34275 72 80 8, %�s''•:e�ORIOI". •' ���� Tree: Oole: S/oNAL (841)n°°_'BBB SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ,I1I1111111\11\ POTC RI61,15TRES.IINC. 11 MONTS RESEnVeo Sense/MOdN: Scab: Sheaf: DlOwlnp No. Rev: A.LYNN MILLER.P.E. SH-5500 NTS 11 OF 13 rag H5500 B P.EN 68705 CERT.OF AUTH.N29298 TABLE 12: _ TABLE 12,CONT.: SILICONE STRUCTURAL HOT-MELT BUTYL Bill of Material Bill of Material,contSILICONE STRUCTURAL 114"NOM. FOAMkINT 3/16"NOM. # Part# - Desorption Malarial # Pan# Description Material POLYISOBUTYLENE WITH 1 6 010 Single ung Frame ead 8 Jam s-J-Channei PVC 4 20197 Au o Lock C Steel WITH DESICCANT DESICCANT 2 620102 Single Flung Frame Head&Jambs-Flange PVC 46 72019889 Sweep Lock Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Coeer Assembly Cast Zinc 4 820104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X118OPTX #6 x 1-116"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 8 820106 SH/DH Frame SIII-Flange PVC 50 776)34PPA #6 x 3/4"PH.PH SDS Keeper Screw) SS i� 7 620107 SH/DH Frame SIII-Fin PVC 61 420181 UR Be%eled Tilt Latch Comer Key PVC INT.GLASS GLASS 8 620108 SWDH Frame SIII-Equal Leg/Box PVC 52 420182 UR Pull Rall Till Latch Comer Key PVC KODISPACE SUPER 14 620131 Fixed Meeting Reil PVC 53 7634PHFL #6 x 314'Ph.FH SDS(Comer Key Screw) SS 7s 4SG TPS 0 SPACER®NXT rM 16 620129 Sash Rall(Sides,Top&Bottom) PVC 54 420183 T It Latch PVC 17 620134 Balance Co%er PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash StWScrew Cover PVC 56 720207 1'Tilt Latch Spring SS _ALUMINUM 19 620156 Pull Rail Intedock 6005 T5 At 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rall Interlock Crner PVC 58 720192 Metal Till Latch Finger Pull Cast Zinc BUTYLENE —5118"NOM 21 620157 Beveled Interlock 6005 T5 At 59 420180 Piot Bar Comer Key PVC 5/16"NOM.� SEAL 22 620145 Beveled Interlock Carr PVC 60 720206 Phot Bar SS BUTYL& j SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 9 FOAM � STAINLESS STEE 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 26 620163 Standard Meeting Rall Reinforcement 6005 T5 At 65 7834FPT #0 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Reil Relnlbrcemenl 60D5 TS At lib 420188 Bottom Latch Stdke Plate Cast zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 778588 #8 x 5/6"Ph.FH SMS Slrlke Plate Screw) SS 31 6Q300 Weatllerelrlp,.190"x.300"Foam Bulb Flex PVC 72 720135 Laml I.G.Bead PVC 32 61719 Weathemtdp,.187"x.220"PolyPIIe 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS INT.GLASS 33 1 61825 lWeetherstdp Plug..220"Flnseal 75 71646N Setting Block /8"x V x 1/8").85+/-5 duro. EPDMTM 35 78XIMM 08 x 1"Ph.PH O1sS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum DURASEALn 8XL EDGE 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rall Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum SPACER SPACER 37 1 71669SP IMeeling Reil Screw Support Plate 6063 T8 AI 62 7-CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 720210 IWeep Hole Corer PVC 83 47042 iScreen Comer Key with Pull Ring X 2 PVC 40 720X0)00( Constant Force Balance 84 47041 1 ScreenComer Key without Pull Ring X 2 PVC 41 #6 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tenslon'Spnng SS 42 Spiral Balance 86 61616048 IScreen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 67 81635/111614 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 78X114FPAX 08 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material r:{ODUCI REVISED "a 14ymg wish*.Flxklx Rodding Code 76 Kommerling4SGTPSspacer system iurin NoPwwNo17-D30.,05 See 77 Quanex Super Spacer nXT with Hot Melt Butyl Sheethis forN N Reddonv i nF r�DelG�ieb ?p �Q Y LYN Dy l 78 Quanex Dureseal Spacer Materials �C1� OGENgF M�((' n•i+�ni .&Product O 79 Cardinal KL Edge Spacer REFERENCE RE R :FTL-8717,8968&8970 =*: No.58705 - �Z = Daxrfptron: =7D I} CCS 1070TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI 17 STATE Op Of N.VENICE,FL 34275 %�4P;S, <ORIDI+..•' �l ` (941Hea1600 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTES: S G` coPvruomemn ' /10NAL1&"`` POTIN006mEl,ma SM/uod.r: smia: s• : DrwM9 No. Rev: 1)PVC BY ENERGI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR MMA EXTRUDER CODE. ALLgioHrEeEBgRVEo SH-5500 NTS 12 OF 13 MD-SH5500-01 B 2)ITEMS#9-13.15,24,28,29,34.39,61,62.68-71.9 73 ARF.NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILLER,P.E. REX 88705 CERT.OF At #29298 ---- -- — - _ - OPT,SWEEP LOCK OPT.AUTO LOCK 18 \ r 47 \\ 67�OR 58 51�OR C82�--� OPT.PULL RAIL a I '�" ` 22 82 ORU INTERLOCK& // COVER ! '60 \V BB OPT. \BEVELED MITERED FRAME WITH f \ 21/INTERLOCK /—INTERIOR AND EXTERIOR �16��. �\ I -c 8 COVER / j.. FRAME WELDS 12 X4 37X4 53 80 OR 81 14SCREEN�. A - SCREE �NEs ASI.: 49 /nn L. OPT.PULL HANDLE ASSEMBLY A: \�-/ gel WITH LATCH DETAILS 40 BALANCE CONSTANTFORCE 16 OR 41 - - - lr/ _ 83 SPIRAL BALANCE -\ fANDLEL83 i ` 40 13 16 • lr �•' l SASH —INTERIOR FRAME WITH INTERIOR AND EXTERIOR 31 ASSEMBLY FRAME WELDS se / 38 DETAILS EXTERIOR - •.•'•• 53 59 rib "._- A77ACNE5 TO BALAN ..__ CE _ r wFlonri, 6 coni Ic r lei vlteu _ m coml,lyir42•.iU U• B,AIAinR Code -_ --------". � nccePisnce PIn 17- O,pr 53 FRAME — rz,,inv, Dm 2D 11111 �-Qp� ASSEMBLY �' ``P���•''�10ENSF �(��; n:l?�,,,��aoP ndu�l coj DETAILS *: No.56705 0eecr1pUa �ow^ ey EXTERIOR a 1070 TECHNOLOGY DRIVE EXPLODED ASSEMBLY J ROSOWSKI / ((7 N.VENICE,FL 34275 i NOTES: 11 iOT� Og1OP (941)-480-1600 nu.. Dots - TE OF ST' 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. '�S,p�O'••••"" cop lamOz017 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN.PARTS 0185.OTHER FRAME TYPES APPLY. �7�t NIAL11E ���` vor I.WSMIES.INC. Sertse/Model: Scob: Shee?: Drowl^q No, Rav: 3)FOR REINFORCEMENT TYPES,BEE DETAILS ON SHEETS 6 8 7. A.LYNN IMII.ILER,P,E. qLL NHN1,s INC. 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. SH-5500 NTS 13 OF 13 M D-SH5500-01 B P.E.A 68705 CERT.OF AUTH.#29296