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HomeMy WebLinkAboutNOA Single Hung WindowMIAMI•DADE MIAMI-DADE 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.eov/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 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 115400" 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 A dated 05/05/16, 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# 15-0519.06 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. CM�IAM[i%t)E COUNTY NOA 1Y0. 16-07I4.04 Expiration Date: July 30, 2020 Approval Date: Au ust 18, 016 . ge I 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. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, 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® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FT1-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. 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 previous NOA No.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous 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 Pjx7cainer .E. Product Control NOA No.1.04 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 1. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-511 Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.06) 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, - signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.06) 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 previous 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. G. OTHERS 1. Notice of Acceptance No.15-0519.06, issued to PGT Industries for their Series "5400" PVC Single Hung Window - N.I." approved on 07/30/15 and expiring on 07/30/20. Manu 1 Perez, E. Product Control E am er NOA No. 16- 4.04 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-2 ANCHORAGE EXAMPLE FOR 28-1/8' MAX. O.C. 21-5/8" ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING 52-1/8' MAX. BUCK WIDTH FOR ARCH -TOP RADIUS -TOP MAX. O.C. VARIES PER REINFORCEMENT NOT RATED FOR HEADER (SIN. 12° MAX. FROM HEADER (SINE LEVEL, SEE SHEETS 6-7 IMPACT RESISTANCE FOR ALL FRAME SEAM _ 1 30' 12' MAX. / WINDOW TYPESS)) WINDOWTYPES) SSEE HEET3 -� MAX. O.C. / 52-1/8'MAX. BUCK WIDTH / 10' MAX. FROM �_.l SEE SHEETS 1 1 1-1/4" B. SEE �I A SEE!-'-" - 12' MAX, FRAME SEAM D. SEE 6 & 9 I _ -._. - 30' MAX. O.C. ►�� 12" MAX. SHEET3t I F IG VISIBLE _L SHEET4 SHEET 3 I LIGHT WIDTH �1 A, SEE r'- - I� B. SEE _-, 30' MAX. O.C. :-I 12- MAX. C. SEE r._ T._ T 12' MAX. ` I SHEET 3 SHEET 4 t SHEET 3} I I I FIXED / + EQUALLY j 1 /VISIBLE T A, SEE r- - l 12° MAX. I / EQUALLY ! I 17-7/8' MAX. O.C. SPACED I I LIGHT 17-7/8" MAX.O.C. SHEET3 f / ANCHORS PER SPACED II / I I HEIGHT EQUALLY II I I ANCHORS PER I � �- TABLES 6 & 7 I � I I 17-7/8' MAX. O.C. I [ 91.78' SPACED TABLES 687 II / i / MAX. ANCHORS PER O / I / 84' Q l i 84' 0= j BUCK TABLES 6 &7 I I 62' O I I BUCK I • - MAX. HEIGHT MAX HEIGHT BUCK I 10" MAX. O.C. BUCK AS SHOWN 10" MAX. O.C. 10" MAX. O.C. )( I I 4 HEIGHT X I 4 X i 4 HEIGHT X I I {� MAX.) - I I L� MAX. L._._.-_ __ _ I �._._-._ 13.3/4' MAX. O.C. I EQUALLY I 1 13.3/4' MAX. O.C. EQUALLY SASH 1 13-314° MAX. O.C. EQUALLY I I I I SPACED I I SPACED I VISIBLE I SPACED I L-------- � SEE I ANCHORS PER It / ANCHORS PER I ////yyy LIGHT j J— ANCHORS PER I ' I SHEETS I 1 TABLES 687 ! TABLES 687 i % HEIGHT Al TABLES 887 j 1A 8&9 1 / --•-- C Al I _[ I . 6_112' MAX. 6-12" MAX. , 6-12' MAX. NOANCHORSATSILL t_ ANCHORSATSILL B _•-.J NO ANCHORS ATSILL D�---J 11/4• -_J SEE SILL WEEP- e + SASH VISIBLE SEE SILL WEEP- �_ II -I(`\ SEE SILL WEEP- SEE SILL WEEP- B 52-1/8' MAX. BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, -�j 52-1/8° MAX. BUCK WIDTH ` (�-NOTCH DETAILS, NOTCH DETAILS, SHEETS LIGHTWIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYPE EQUAL LEG FRAME ELEVATION FOR TYPE FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL 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 THE NAIL -FIN 75" HEIGHT SEE TABLES 6 & 7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). ELEVATIONS.................................1 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS, FRAME, GLASS & ANCHOR 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 OPTIONS .............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. INSTALLATION, FLANGE & 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 EQUAL LEG/BOX................. 3 DEPICTED AS 2X ARE 1-12" THICK OR GREATER, 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN INSTALLATION, INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). & J-CHANNEL...................... 4 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS GLAZING DETAILS ........................5 SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6, 7 6) 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. ANCHOR QUANTITIES ................. 8.9 7) DESIGN PRESSURES: EXTRUSION PROFILES................10 A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. ASSEMBLY & PARTS LIST ......... .11. 12 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1l3%STRESS INCREASE HAS r-ALUMINUM 014 FLORIDA BUILDING CODE (FBC), 5TH EDITION 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 -ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. NSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. DESIGN MANUAL, ADM-2010 10) REFERENCES: TEST REPORTS FTL-7964; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NO& ROYAL WINDOWAND DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER ISI-S100.07/S2-2010 SHADES OF CAP COATED PVC EXTRUSION NOA'S; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUM[ UNFDI:�I6NMANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ,��' �`. ,j:�.'%%. Revised By: Date. Rev/sfon: �'.• ::" °'y JR 05/05/16 A) ADDED SPACERS USER INSTRUCTIONS TO SHEET 11. 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. _ 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. _ 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN = - PRESSURE FROM TABLES 4 OR 5. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW _ , r, /+ 1 t? I� i • I:: OPENING OBTAINED IN STEP 1. 4 DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7. VERIFY THE ANCHOR(SUBSTRATE WILL MEET REQUIREMENTS !� / Sri 'i = OF , t, `� FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. ti/O;;1C%':•' ('':.� 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. I NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, r' I r"A`t��� A. LYNN I' u Fk P.E. INTEGRAL FIN OR EQUAL LEG/BOX). P.F-# 58705 Revised Date: Rev7slon: ® Desariptfon: GENERAL NOTES & ELEVATION PRODUCT REVISED m -wph ins with to Fftdhi Building ('ade A AxcP__l(o"D JQ:Q�4-n ExPiiai Date 7 G Lb By ' A113lii ML°' Y J ROSOWSKI 1070 TECHNOLOGY DRIVE TV.: Date: N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 (941)-480-1600 Selfes/Modd.• Srnla: Sheet: Dmwing No. Rev. CERT. OF AUTH. 029296 SH-5400 NTS 1 OF 12 MD-SH5400-01 A Glass 'type Description (Listed from Exterior to Interior) Design Pressure Table # Sheet# 1 3/4" I.G.: 1/8" A Exterior Cap + 1/2" Air Space + 1/8" A ExteriorCap 4 6 2 314" I.G.: 1/8" T Extedor Cap + 1/7' Air Space + 1/8" T Exterior Cap 4.5 6,7 3 3/4" I.O.: 3116"'A Exterior Cap + 3/8" Air Space + 3116" A Exterior Cap 4,5 6,7 4 3/4" LG.: 3/16" T Extedor Cap + 3/8" AirSpace + 3/16" T Exterior Cap 4.5 6,7 Group Anchor Substrate Min. Edge Distance Min. Embedment' A #10 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) /*' 13/B" Steel, A36• 318' 0.050" Steel Stud, A653 Gr. 33• 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T51 318' 0.050" 3116" steel Ultracon P.T. Southern Pine (SG=0.55) 7/19' 1-3/8" Concrete (min. 2.85 ksi) 1" 13/8' Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4" B #12 SMS (steel, 10.8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16" 13/8" Steel, A36• 3/8' 0.050" Steel Stud, A653 Gr. 331 318' 0.0451" (18 Ga.) Aluminum, 6063451 3f8" 0.063" C 1/4" steel Ultracon Concrete (min. 2.95 ksi) 1" 13/4" Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 13/4" 1/4" steel Ultracon Concrete (min. 2.85 ksl) 2-1/2' 1314" 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1" 13/8" 1/4' steel Creteflex Concrete (min. 3.35 ksl) 2-1/2' 13/4" D 1/4" steel Creteflex Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4' P.T. Southern Pine (SG=0.55) 1" 13/B" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksi) 1-112, 1318" 1/4" steel Aggre-Gator P.T. Southern Pine SG=0.55 1" 1318" Grouted CMU, (ASTM C-90) 2' 2' ..,----...-----'---------- Group ---- ------- Anchor Substrate Min. Edge Distance Min. Embedment' E 2-1/T x .131" Common Nail P.T. Southern Pine (SG=.55) 318" 2-7/16" 2-1/2' Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 318° 2-7/16' F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 1/2 1-318' Aluminum, 6063-T5• WEI* 0.050' Steel Stud, Gr. 33' 318' 0.0451" (18 Ga.) Steel, A36• 318° 0.050' #12 EMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9/19, 13/B' Aluminum, 6083-T5• 3/8° 0.063" Steel S-E . Gr. 33• 318' 0.050" Steel, A36' 318" 0.050" GLAZING NOTES: "A' = ANNEALED 'T' = TEMPERED MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEELSTUDS, MIN. Fu=45 KSI & MIN. Fy=33 KSI. "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Glass Frame Frame Types Options Conflga Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) ....into 2XWood Frame/Suckstrip -sheet 3, option 1 Flange Equal-Lite, Through the frame Into ConcretelCMU - sheet 3, option 2 (#2) 1-4 OrieCProWew & Cottage Arch- op & Arch-To�B Radius Top of the window...... -...through 1XBuckstrip into ConeretelCMU -sheet 3, option 3 ....Into Metal - sheet 3, option 4 ••••into 2XWood Frame/Buckslrip -sheet 3, option 1 Box / Equal-Lite, Square/Rect., Through the frame ....Into Conerele/CMU -sheet 3, option 2 Equal -Leg (#4) 1-4 Oriel/Protiew & Cottage Arch Top & Radius -Top of the window ...... .... through 1XBuckstdp Into ConcretefCMU - sheet 3, option 3 ....Into Meted - sheet 3, option 4 Through the ....Into 2X Wood Frame/Buckstrip - sheet 4, option 5 J-Channel Equal-Lite, Square/Rect., integral fin...... ,.,•Into Metal - sheet 4, option 7 (q1) 1-4 Odel/Proview & Cottage Arch -Top 8 Radius Top Through the frame ••••Into 2X Wood FnmlelBucksldp -sheet 4, option 6 of the window...... .... into Metal -sheet 4, option 8 Through the ....Into 2X Wood Frame/Buckstdp -sheet 4, option 5 Integral Fin Equal-Ute, integral fin...... ..,.Into Metal -sheet 4, option 7 (0) 1 -4 OdellProlAew 8 Cottage ArolrTop 8 Atch-Top& Radius Top Through the frame ,..Into 2X Wood Fmme/Buckstrip -sheet 4, option 6 ...into Metal -sheet 4, option 8 of the wlndow...... EQUAL-LITE ORIEL COTTAGE {BUCK WIDTH I —r{BUCK WIDTH BUCK WIDTH T--/ ,� Ti x RECTANGULAR ARCH -TOP RADIUS -TOP WINUUW 5HAPhS AS ASUVt UK SIMILAKAKt AI'I'KUVEU. 5HAFFS MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 6.9. ..... 'MIN. OF ,`.o.'.i''•.•_ THREADSBEYOND '. THE METAL �• SUBSTRATE. FOR STEEL STUDS, r` ��••.�'•',- MIN. Fu=45 KSI8 -;h;': MIN. Fy=33 KSI. , ..r , A. 'MNiMILLEk. P.E.' P.E. 58705 FIMIRF R• FRAMF TYPFS © I' 010 , BOX OR EQUAL - LEG PRODUCr REVISED as complying with f1m FloAk A ecdancers 14e R.Helon: i(o•O 1Q••O� P Fapinlion Date t 2t By _ MimA ndc Product mt Revlalon: Description: Dmwn By. GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 1070 TECHNOLOGY DRIVE Atie: Date: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 (941)-480-1600 Swfes/Modeh Scats: Sheet: IDrdMng No. Rer. CERT. OF AUTH. #29296 SH-5400 I NTS 1 2 OF 12 1 MD-SH5400-01 1 A INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 STANCE ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. MENT #aW FLANGE FRAME SHOWN BUCK HEIGHT VERTICAL SECTION B-B EMBEDMENT DT E DISTANCE L-1/4-MAX TYP. ANCHOR TYPE, SHIM EMBEDMENT AND TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. OPT. SASH TOP LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55" FROM END AND AT CENTER. FOR WINDOWS OVER 36' WIDE: ADD ADDITIONAL l SCREWS @16-31W J 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8- FROM END. USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6.5/8• FROM SASH END. INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. I� •a�u�cauannoaitl .tom !LIB FLANGE FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. 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 DEPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH-6.112' @ FIXED LITE: BUCK WIDTH - 4-38' HEIGHT (EQUAL-LITE) BUCK HEIGHT/2 - 3-15116' / BALANCE TYPE VARIES WITH SASH WEIGHT FIXED VISIBLE INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 16 1/4' MAX SHIM SASH VISIBLE 17 OO EDGE LIGHT WIDTH DISTANCE TYP. ANCHOR EXTERIOR V LIGHT WIDTH �— EQUAL BUCK WIDTH _ I LFRAME FRAME EGIBOX HORIZONTAL SECTION A -A SHOWN ° TYPE, EMBEDMENT AND EDGE DISTANCE PER • EDGE SUBSTRATE, • ,• DISTANCE SEE TABLE 2, • ° ' � SHEET 2. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 1/4" MAX. SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL A.LrYNNiMILL-I P.F- P.E.# 58705 #10 OR #12 STEEL _ 1/4" MAX. - SELF-DRILLWG SHIM SMS (05), SEE TABLE 2, D❑ r(--J SHEET 2. EQUAL LEGR30X FRAME uU�( :07 SHOWN EXTERIOR fl INSTALLATION V OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Revised By: I Date: I Revision: " ,pp- 011 ' , . ON mccTill 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 PRODUCr REVISBD as complying with tho Flo+(da Building Code Aoeeptmco No i(O.O l4 4- Bxpirat' Dote �Q�b Dy- k�eoo ProductCu �" Deserlpllon: "•""•• '" FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI T1De: Dale: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 e_�-.. n.,,a-h. s,.,,re•I sheet: I Dmwlna No1 Rev. SH-5400 I NTS 1 3 OF 12 A INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET. J-CHANNEL FRAME SHOWN 1 a FIXED VISIBLE LIGHT HEIGHT J_ a 73 D 14 BUCK HEIGHT 50 85 30 EXTERIOR a OPT. 86 (2) 81 31 INTERIOR WEEP NOTCHESAT 80 EACH END. 7 INTEGRAL FIN FRAME SHOWN .27'X 1.25" WEEPHOLE 38 W/COVER @ 2.8r FROM EACH END. TYP. ANCHOR TYPE. EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT I-- EMBEDMENT EDGE DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) `I/4" MAX SHIM TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) 2D OPT. SASH TOP JJ LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 3.55- \ FROM END AND AT J CENTER. FOR WINDOWS OVER 36" WIDE: ADD ADDITIONAL D47 35 SCREWS @16-3/8" FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8- FROM END. SASH ASIBLE LIGHT iEIGHT USE EITHER LATCH (SHOWN) i6 OR BOTTOM LOCK(SHEET3). 30 65 63 TESTED UNIT LOCATION: 6.518" FROM SASH END. NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. D 1/4" MAX EDGE EMBEDMENT VERTICAL SECTION D-D EDGE DISTANCE I NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-12" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12" THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH -6.12" @ FIXED LITE: BUCK WIDTH-4-3/8- HEIGHT (EQUAL-LITE) BUCK HEIGHT2 - 3-15116" INSTALLATION OPTION 6 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 114" MAX SHIM BALANCE YPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. 1/4' MAX SHIM 16 SASH VISIBLE LIGHTWIDTH _17 I-1 EXTERIOR 1*I �I-L, 87 INTEGRAL � J FIXED VISIBLE u 3 FIN J-CHANNEL —7 LIGHT WIDTH FRAME FRAME 1 SHOWN BUCK WIDTH HORIZONTAL SECTION C-C 1/4" MAX. SHIM IN FP INSTALLATION OPTION 7 ANCHORED THROUGH INTEGRAL FIN INTO METAL DADS APPROVED NO A. L•VNNMI(4ER; P.E. P.EJ158705 I--- EDGE DISTANCE EMBEDMENT TYP. ANCHOR TYPE, _ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. EXTERIOR INSTALLATION OPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FIN/FLANGE REMOVED) Revised By: I Date; I RevWon: "Lpffl- No , -, ON. INT1 1070 TECHNOLOGY DRIVE N. VENICE. FL 34275 (941)-480-1600 CERT. OF AU(H. 029296 Revlslon: PRODUCT REVISED us cempI)inS �viIb the Ftmida Acca r oscecvo 111*c 14*01- P t?A20 Expiration Dam By Miami c Product Cwdml I J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI I HUNG WINDOW INSTALLATION - NI 105/15/15 NTS 14 OF 12 I MD-SH5400-01 I A —�{ 3/4' NOM. �+- 1/8" A GLASS 1/2" AIR SPACE- 1/8' A GLASS - aEXTERIOR 1/8" T GLASS 1/2" AIR SPACE- 1/8" _T GLASS - aEXTERIOR !" NOM.GLASS TE TYP. 3/4" NOM- r GLASS TYPE 2 3/16" A GLASS - 3/8" AIR SPACE- 3/16" A GLASS <J EXTERIOR 3/4' NOM. GLASS TYPE 3 --1 3/4' NOM. 3/16" T GLASS - 3/8" AIR SPACE- 3/16" T GLASS - aEXTERIOR GLASS TYPE 4 PRODUCT REVISED ns-.IAYing wiW the Flo" Building Cudc Aouptoam No IG•O ��OQ❑ o .: i ; ! I 1 ' f / I I ReWeed By: Data: ReWelon: n� Ezpaotpn Date W • • • ° • •° .�' elf ii t.�„ ;� ...�.. ,.!^ - QY Mimni nde Pru8uct C TYP. GLAZING DETAIL ReWaed ray Date: ReWelon: --- O DeeerlpNon: Dwnn W. •' • •' rd GLAZING DETAILS J ROSOWSKI '! 6 1070 TECHNOLOGY DRIVE WHO.GLAZING NOTES:; !J,y•, " ''.-•. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 'A°=ANNEALED ��'-: ••..... ., '': (941)-480-1800 'T° = TEMPERED 'i ' ' - , � ,,-: " ` Serfee/Mod 1. Srnle: Sheet: Dro ing No. Rar. CERT. OF AIlTH. �29298 SH-5400 NTS 5 OF 12 MD-SH5400-01 A Dl..TA. 1-4 Re1nt. L.ve1 R1 Batt-S.. om11 zdpUN br 9lw --wcp Wdew "dgm 60mm 5.14 "dol0 R." M) Design Pressure(Ib316]) Whom Blrk Wldlh(Inl is 24 32 36 40 48 52.12S MA Eq. 113M .WA -1WA 4WA -iW.O .WA •JNA .WA -IND 1W0 .1NA .NO A A .W.0 aL0 6I•1• Itap 14.517. MATO 4WA IW.0 4WA •1W0 .WA -1W0 .W0 -IND 1N0 4WD .NO -97.0 .WA A0.0 28 E0zi0. 11.6B1•14AI6 450.0 4WD .NA -IND .WO •100.0 4No .100A .WO 4=0 .NO •1WA .W.O AA 61a4id PMAew 11.377-11A82 IND 4WD .WA •100.0 .NA 40MO 10.0 •iN.O 4N0 •1N.0 4W.0 -100.0 .WA 44.0 T.Ib.I 20.61T-2D208 .NO -IN.O 46DD -1N.0 .WO. -1W0 .W.O -iW.O 4N0 -IND 4W0 ABA 4N.0 •77.9 Sp�]m Ce1pW 2o.99e•27A1e .W.O -IWO 4WA -1W0 .WA -+WO 4W0 -iN.O 4W0 -iN.O .NO Alb 4W.0 -7a1 37.376kEq�. 1T.617.20.957 .W0 4WD .6DD -100.0 .WA •100.0 4WA -IND .50.0 4WD 46am AB.B .W.0 -7&0 Rater 141ST-17.516 .W.0 -iNA .WA -100.0 .W.0 •10DA 4W0 -IN0 .NO -IDDA 450.0 -0.2 1WA •752ml 11A77-14AIB .WA 400.0 .WA 4WA .WA •1W0 .WA -100.0 .NO -INA .W.O d7A .50.0 -73.6 ml VAN.31.911 .W.0 40010 4WA •1W.0 4 A •1WA .W0 A7.0 4No -89.0 .WA -I6.0 .50.0 .71R Slz. 26.517.2L= 4WA -INA .WA .1N.0 .WO -1W.0 4No •100.0 .NO AN.D .50.0 $J .ND .73.9 Ce1I.W 2181T28A16 .N.0 •IW.O .no •1W0 .50.0 •1W.0 .W.O •1W.0 .WO •iNA 4WA 790 .50.0-7a8 44- 20A1]•23.616 aW.0 -1Wo 4WD -1W0 .WA -1W0 .W.O -1ND • 0 -1ND 76.3 4WD 70.3 F'mdew17.517-20.516 .WA •IN.0 .WA -1W0 .WO -iN.O 4W0 -1N.0 4No 400 4WA 7a6 4WA •70.4 size UA17.17A15 4W0 -1ND 4WA m1W0 4W.D -1WD .WO -IND .N0 -iNA 4WA 7A5 4WD 712 ml 11.3T7-14At8 4W0 4WA +WA -MO .WA 400.0 4500 -100.0 .WO -9LI 4W0 .78A .WA _"A T.9m1 31.6N-a6A11 4WA -Iwo .50.0 .m. .W.o -NA M. A9A .W0 d43 .W.O 74A 4WD 39.1 '.dudC ftp 28517-312e2 4WA -•I00.0 4WD •1W0 .W.O 4WD ♦NO -IND 1No -N.4 .30.0 7&D 4WD SSA Equ.W. 20.517-25.516 .50.0 400.0 #WA -Me .WA •100.0 4W0 -100.0 .NO Alt no -7+.6 .SOA 6 A 49 Slu Pz 17.517-20.616 1No 4WD .W.O -1W0 .WA 400.0 .WA AWA 4NA .97.1 450.0 -74A .60.0 67.0 C ft m Size 14A17-17Di8 .50.0 •100.0 .30.0 -9R0 ODA 4WD .50.0 -100.0 no A20 4WA 76.3 .WA 40.1 Cmbm6he 12D17-14AW 450.0 •1WA 4WD .=A .WA -IND 4WA A6.T IND -87A 45U •73.6 .WA 689 BMlnl 11A71-12A16 .W.O -IND .W.OF�A .50.0 -9&0 .WO A3.B 4me 6 7 4W0 -m .WA 4].3 T.U0 312N-37A36 .50.0 .1W0 4W.0 4WA Al3 .NA A22 4No .81.9 4WA .71.8 .50.0 4X8Slat dMWOO 264517 a W207 450A 4WD 4W.D .WA •WOA +WA •1N.0 .WO Alb .WA -71.1 .WA .813 Egm1Ol0 23317-26.518 4WA •1W0 4WA +N.O •100.0 450.0 .1W.0 .W.O .94.5 .50.0 .726 4WA 66.1 Cw1o111 Size 20.617.2J.016 4NO -/WO .WA 4WA •1W.O .W.O -1NA 4W0 Alb .No -r 4W.D 'MI 14A+7-17At6 no .WA '. -IND .WA 4W.0 .N.6 4WA _'o.A -1ND .W.. .WA '.A A A 4W0 4WD Aa0 A98 Ono 4 A 75.1 75.1 .W.OSIm .W.0 A7.1 Cmbm Eke 1"17-14.816 4W.0 .100.0 4WA 4WA .937 4W0 A25 1N0 -85.7 4W.o •722 4WA S7.3 MUM 11.377-12.616 .No .IWO 4N.0 4W0 U.7 .NA A7.0 .WO 41.9 .WA 4" .WA 44.4 T.m.1 M511-41A44 -50A 7NA .W.0 .NO -71.2 1N.0 6a6 .WO -67A .W.O 6a1 450.0 .56.2 SUnd,dNlp9e 31A17-36.616 .WO 4W0 +N,O 4W.0 A0.J 460.0 Sae .NO A8A .WA {2 460A SBA EA.14I4 28A17.314515 .W.G -IWo 1WA "NA .WO •1WA 4WA -N.7 4N0 say .50.063.7 4sob 4" 6Ivm00 Pn 2JAt7.28.516 .W.0 -1W0 1WA A87 .NO 47.0 .W.0 -WA 4N0 A1A 480A -WA .50D 47.8 62 G0Wm6he 20A17.23AIB 4WA -1W.0 4WA A8A 4510 -n.0 .WA -74A .WO -no WA A4A -WA SBA Cmbm She 17.517-IOA16 .50.0 A7.3 ODA -79.9 4W.. 687 .WO SBe 4W0 342 4WA 3a6 -WA 45.5 Cmbm She 14117./7.516 4WA 3 A 4WA -73.0 4W0 51.9 no Sag 4WD -WA 1WA d A .0.0 S2A Cmbm She 13.017-14.516 .WO 4s.1 4WD •70D .WO •N.O 4WA -me 4600 mWA 1N0 3 4 .WA 4" SD9de.1 11A64.13.016 450D 30.7 .No STA 4no _57.0 4W.0 no .60.0 41.8 .WA 50.0 .50.0 5 A Twwst "A17.41.6N one 4WD .WA 32A .WO •71.2 4WD 6d6 .50.0 A7.1 4N0 'WA 450A 5 A CmlOm Btv 36.517-39416 .WO -IND .WA A8.7 4WD •77.6 4WA -MA 4N0 .74.1 WA 60.7 -A 53.1 Equ.Fae 35A77-3BAto As -100A 4no e2A 4W0 Abe 4W.0 .7sA 4no •77.9 4WA -A 450D 32A 76 Cmbm Strn 32617•JSA16 4NO 400.0 4W0 ASA .WO -74.0 4W.0 71A no -702 .WA 39.2 4WD 3.5 Sl.bam PmlAw 29A1T•32A1B 4W0 -94.8 .NO 77.6 .NO A 3 4W0 dl] 4N0 41A No w2 .WA S]D Custom she 28A37- 16 .WO 3 2 4N.0 71A .WO 3 O 4W0 6a9 MA 34A .60.0 S3A .no •mA SD.d..l 25.51.-nAm; 4N0 -95.0 .WO 69.0 WA M1 .WA d o .WO -53.0 .50.0 41A .WA -Me EgWNa 38A1]•41.N4 .WO -94.6 4NA 77.5 .WO Aaa 4WA 61J 4W0 SBA 460.0 SOA el Wabm 61]n 36.617-34516 4W0 47.2 +WO •71.0 4W.0 60.0 4W.0 S6.B 4W0 3/.9 4WA 33.6 4W.0 30.6 6pMaNp1 31615-35615 .NO 43.7 4W0 A7A 4W0 .on 4N0 d19 4W0 S1.B 4W.0 50.0 I .WA 50.0 0.78 11 11 •41A11 .WO A3.T .WA G7.5 .Wo .57.0 .NO die L 4Wo 1 41.6 1 460A 1 5.0 1 460.0 SOA see I1imLC A, ancu o run 7lnunun.aav�r rvry uvrv. n i 1. •• MIN. SASH HEIGHT = WINDOW BUCK HEIGHT- 60.136 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE SUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXTAVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 14 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) : 11 , 1070 TECHNOLOGY DRIVE .3, • .;,:i�: N. VENICE, FL 34275 l ��: j��:il(: fti`:'•r (941)-480-1600 A. L E.B 6.E.. P.E. CERT. OF AUTH. #29296 H fr PRODUCTREVISED as complying with the Florida Building G1dc AcccpUulm N0 ! . • 04- E1lpimtionDale ]!�� R611afon: By Minmi ePrndcetConCol Revblon: Do cdpHon: onown By: DESIGN PRESSURE TABLE I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - NI 1 05/15/15 1 SH-5400 I NTS 16 OF 12 1 MD-SH5400-01 I A me -Ty". 2.4 Oa wSnh OasmlDpmltr V.. RmRa®WOdOw Helpte Shem1 Sa3h Xdpld Rem. On) Design Pmsstxe(balll2) WIN. Level Rf Wind 13 Width(In 18 24 m 36 1 40 Y 52.125 215 E,.[4 11A94 +650 -130.0 .65.0 -f30.0 .0.0 -130.0 163.0 430.0 .6&0 4X. 1650 -129.0 460.0 .120A BleNad ColYpv 14A1T•lw a650 -130.0 +65.0 430.0 10.0 4WD MD -110.0 16&0 'IMO .65.0 -12T.0 466.0 -1feA 28 EqO . It.663-10.516 .no 430.0 +55A 4MA r61.0 4N.0 +wD .130.0 +BSO 4XO 4wA 430.0 46So AAA SWMad FWQW 11.377-11A62 160.0 -130.0 +650 430.0 10.0 MAD 466.0 -130.0 +650 .130.0 4050 -130A 455.0 -123A TaOast 23Ati-02w +no 4wo 163.9 -tWA 155.0 -13DA 4MA -130.0 4650 •130.0 4610 -Ina a650 -mm stall wwpa 20.956.2 mo +65A -130.0 465.0 •130.0 .0.0 4M.0 40.0 -130.0 +650 •130A no -124A .55.0 -1122 37.375 EgWOW 17.517-20.957 .65.0 430D 465.0 -lWA .0.0 430.0 +w.D -13D.0 4810 •130.0 1550 •121.2 .66.0 4=3 61adDld PmAex 14.517.17.518 +65.0 -130A .w.0 430.0 465.0 •130.0 +65.0 -130.0 #WA -130A 16&0 -=2 .6&0 41U Sh ,l 11.377 - 14.516 165.0 -130A +650 -130.0 40.0 -130A 165.0 '130.0 4610 •130.0 +650 •118.0 .65.0 -107.0 Twmi 27183.31.01 40.0 4Wo 4650 •130.0 465.0 430.0 +610 •127.0 4850 416.0 4650 4 D 465.0 no C 1_Slm 2&51T-21.6e2 165.0 430.0 +65.0 -130.0 +53.0 4=0 .66A -1310 4650 430.0 4650 •116.3 465.0 -1WA =nUM Oo00D3 2&517-25515 1w.0 430A +no -130.0 .6&0 •130.0 .0.0 430.0 +650 430A +6sA •110.8 4s5A 4&2 44 Egwlae 2DA17-23Afe 465A -1loo +65.0 -130.0 a65p 43MO 465.0 4XD +file -130D . so 4MA 455.0 MA &ended Pm W 17517-=Alit +65.0 -130A 485.0 43DA .63.0 430D 165A 430.0 +550 -13MO .0.0 -100.9 +wA 40A C !Om film 14.517-17,616 165A -INN ano _lWA +no •130.0 K D -1350 .850 .130.0 .file 41" .65A 49.7 S'Iwkal 1077-14.616 .65.0 •130.0 465.0 AWA 165.0 4laD +0.0 -130.0 r60.0 -130A +65A •113.8 +65.0 -tot.? Taaesl 31.583-35.911 185.0 -130.0 +65.0 -two 465.0 •V72 +850 -10.1 1650 410.0 +65A .09.0 +65.0 4 A lM1 MWta9e M517-31A62 .65.0 43DA .55A .130.0 +0.0 •130.0 4650 •1360 .850 4WA 46e0 -103 +65A A2.1 Eqa ftff 20A17-26A% 465.0 4W.0 +65D .130.0 +65.0 -IMA +650 430.0 a6&0 =1309 1wA -1002 +65b 49A 45 Sfeldad Pr ftw 17.517-20.515 165.0 4".0 465D -130.0 160.0 •130.0 .66A -130.0 .650 430D +69.0 -1 A +63.0 .93.3 Cwwm SOe 14Ai7-W.518 465.0 430A .65A 43MO -WA -IMA +850 410.0 .850 •13D.0 .65A -INA .65.0 45.3 Cwtam sxa 12A17-14A18 465A 4"A .wA 4=0 +w.0 -130.0 +6iA -13D.0 .65.0 •130.0 +wA •1159 .65A Aye aw..1 t1.377. 12b16 465.0 -130.0 +w.0 4no .6&0 430.0 +850 430.0 465D -13D. MA .114.5 .65.0 .101.6 TC14fi 33208.3TAW -A -two +wA 4=0 .no -1150 4650 415.1 465A 4142 461.0 410 +wD 410 9an41d Celiac. 26.51T-33207 +65A -130.0 465.0 -130.0 40.0 4MO 4WA 410.0 4650 43DA + A "A 153.0 48.0 Eq.1Q. 2=7-26.616 +65.0 430.0 .65.0 -1360 .0.0 -130A r650 4.D 16&0 •1 o +no -101A .BSA 41.1 ■ 49b25 Qo S!m 20.517.23.519 .65.0 4- .65.0 -130.0 .0.0 430.0 46&0 430.0 +610 .30.0 + A +65A •102.0 4CSO +6SD 4t.2 -1 g St-aJPn7A9w OA-sum 17-117-2-16 1431T-17A16 +65.1 40.0 4-D 430.0 465.0 .0.0 --A •130.0 +0.0 1no •111.0 -130.0 -1 +65.0 AWA AND +file +050 'MD .130D .63.0 -I- .10&4 465A 4.9 SS Cwbm Me 12.517.14.515 +wo .130.0 .0.0 •130.0 .0.0 •130A ame .129.5 +as 429A 465.0 -10&6 a65A 47.4 swftlt 11.377-12b16 +65A -130.0 .65U •130A .65.0 .124.2 465A -121.5 .610 421.7 46M .1132 +85A -CODA Tallest 30117. 41AN .w.0 4AO 465.0 -110.8 .w.0 .09.7 4mA 45A 4650 -ns 163.0 42.7 +610 41A SlaNed CelW9e 31.517-38b18 +65.0 -130.0 +65.0 •lX0 + A 423D 40.0 •121.2 .650 -121.0 +63A 4&6 4w.0 -79.3 Ewm-eo 26b17-31b16 + A 4W. +65.0 -WA -A 4310A +65.0 -130.0 .file .110.9 46510 89.2 +Oslo -76.8 SW11avd Pna./eW 2].617.2&318 .0.0 -130.0 +w.0 -130.0 +650 -123,8 +w.0 -120.4 +650 •1202 +650 41.8 465A 41.0 62 C.I SOA 20A17.23.615 +55.0 430.0 +55A .1211 +WA .16" +65.0 4n4 4650 -103.1 40.0 43A 465A 42.4 Cwlam Sim tTb1T-20b18 .6&0 430.0 .63A -111.9 4w.0 -96/ .0.0 421 +650 4R9 +m. as.3 .63A -1 Cwlam strn if.617•IT.616 .65.0 .125A +650 -152.2 +65A A67 +85.0 42A .no -m +no 4" 485A -ia2 C Icm 6n0 13.017-14116 +wA -120.6 465.0 4&o 1Mc 426 1W0 -193 +no •756 +65.0 -73A rWA •73A st d+d it.851.11016 .0.0 -117.1 +65.0 442 no •T0.6 +65.0 45A +6&0 •726 465.0 •"A 465.0 -70.0 TO- 39A17-41AN .0.0 430A 465.0 •115.6 .65.0 •90.7 .w.0 -95.9 no 41A +65.0 44A 4w.0 -74.2 cm-Stm 35617-39A16 +M. -130.0 .M. •124.2 -no -100.4 465A -105.0 46&0 -f03.7 +650 44.9 46504.3 Egwldl;a 35.017.38.618 .w.0 -730A0 463A 428A *MD 403 +650 AWD .1%. -109.0 +65.0 41.0 .0.0 •T3.4 75 C.1-SIm 32617.35318 4w.0 .130.0 .650 -119A +w.0 4036 40A 49.9 .53A -95A .wA 442 .56A -73A _FW_r4ajdPrA w 29b17-32.618 +65A I .130.0 1 4650 .108.5 +w.D I 426 .65.0 4&7 4650 48.3 .65.0 -052 .63.0 -142 Cw-Sn. 20.517-29516 +W.0 -122.1 +650 49A +65.0 4&S9 +65.0 d.T 40.0 -76.9 465.0 -74.9 .6&0 -74A ShMW "AID -us Mo -119.1 .file 49.6 41A rw.o -n.1 .wA .742 4650 •71.9 .63.0 -71D EgM40a 38.517-41.644 +810 430.0 +63.0 •1 71 4w.0 40:8 .65.0 4&7 +65.0 46.3 465A 41.8 .6&0 .70.6 Bd CwWm Siae 35617.3&616 4010 •122.1 .650 43.3 4 A 419 no -79.T 4610 .76.9 46" •74.9 no -11.1 si.Odad PIPA_ 33.818-35.5ts +66D 417.1 1 W.0 A4.9 465.0 -me .w.D -75.4 +61D •72.5 46&D -m.o *no -70A 9138 Ta0e3l .41.644 4650 417.1 4650 44.e 4w.o -7&8 +wA a14 4650 wz5 4WD -MD 455.0 .70.0 JCC IAl3Lt r,JnC IarVn7uv„nVn VRVVr rvvv run..,,, ,. **MIN. SASH HEIGHT = WINDOW BUCK HEIGHT - 50.136 JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) H iT PRODUCT REVISED ns Complying 13ilb dle Flatids r l t u Building Cnde Acceptm6e No Fi• 09 4. a¢ ( ;.i:.Lt �; ReHard Dy: Dote: Rev1alon; imllDn Dale �IIB - _ ReHeed BY: Defe: ReH31on: Miami odD Produet Con NOTES- 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. ...� 6 l.' ::,:.-. Dentipflorc DESIGN PRESSURE TABLE Drawn fay: J ROSOWSKI 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. :-1-%:•., .r; . �, .' '. '�' 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 781e•. Dofe: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR i; -!(i('-:;-",•� �P (941)-480-1600 Serfee/Modef: Scple: Sheet: Droxfrtg No. Rer. HEIGHT DIMENSION SHOWN ON THE TABLE. A L� M) I 1 8' E CIT. OF AM. #29296 SH-5400 NTS 7 OF 12 MD-SH5400-01 A P.E.a 68705 L .626' T- 1.483" OJ-CHAANNNEL FRAME •625' 1 HEAD/JAMB r 3A83' �{ .osz• 2.444° a^s o 0 .J- .625" J-CHANNEL .625' 1.375' S FRAME SILL O L I 3.50V 1.463" � 2 FLANGE FRAME HEAD/JAMB 1.375' i 3.483' OI-•-- .osz" 1�cn:_xj. 2.444° OFLANGE FRAME SILL - 3.500" 3.500" .062" �� .062" �b mob � 1.463• as D 1.463• E El OFIN FRAME O EQUAL LEG FRAME HEAD/JAMB HEADIJAMB - 3.483" D062' 3A83' Er-,, D 2.444° ]Df D 2.444° =oo° as OFIN FRAME O EQUAL LEG SILL FRAME SILL .070'.D6D- '�l .715' -�� 1.185 �J OLIGHT SASH 23 REINFORCEMENT 070' � 1.182" �- .070" .791• VI:7 1.041° L .130" -}� 1.331" -rl 1.340• �- OSTANDARD 26 MEETING RAIL O HD MEETING RAIL 27 REINFORCEMENT REINFORCEMENT 1.641' -1 1215' .�.�}7 1.472' 1.630" i 1.376' I+2.176• + 1.565 .065" 065" .375' .974" 690, .471• -�00070° .070��.590 1.000' 035° ' .050° .050° " N T FIXED A�H STO LIFT RAIL LIFT ELED 14 MEETING RAIL 16 SASH RAIL 17 COVER E 18 SCREW COVER 19 INTERLOCK 20 INTERL IOCK COVER 21 ERLOCK O INTERLEOCK COVER PRODUCT REVISED ac complying with the Florida Building Code Accepumm No 14)1014.04. Revised BY: Date: Revision: Expirolion Data /��� --�-{ .864' ' mi: �aP Pule Praluct .754• � .750" Revised BY: Data Revfsfon: 300'.035' -- } .025° Desaiptiom Drawn or - EXTRUDED ROLLED (j Ir WINDOW EXTRUSIONS J ROSOWSKI O73 IG BEAD 81 82 .•• " j6�� r�/ OSCREEN FRAME OSCREEN FRAME •�'i_ ";;J-1-�6r 1070 TECHNOLOGY DRIVE Tlfla Date: fir,`-�<,�'•., ::Lr;•;9;`: �..(%� N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 (941)-400-1600 Sertas/ModeF. Seals Sfuet: Droring No. Rar. A/L'VP E�I�FR �.E. CERT. OF AUTH. #29296 SH-5400 NTS 10 OF 12 MD-SH5400-01 A Bill of Material # Part # Description Material 1 6201 1 ISIngle Hung Frame Head & Jambs - Channel PVC 2 1 620102 ISIngle Hung Frame Head & Jambs - Flange PVC 3 1 620103 1 Single Hung Frame Head & Jambs - Fin PVC 4 1 620104 ISIngle Hung Frame Head & Jambs - Equal Leg/Box PVC 5 1 620105 JSWDH Frame SIII -J-Channel PVC 8 1 620106 ISHIDH Frame SIII - Flange PVC 7 1 620107 1 SH/DH Frame SIII - Fin PVC 8 1 620108 SH/DH Frame Sill - Equal Leg/Box PVC 14 1 620131 1 Fixed Meeting Rail PVC 16 1 620129 ISash Rail (Sides, Top & Bottom) PVC 17 1 620134 1 Balance Cover PVC 18 1 620133 ISash Stop/Screw Cover PVC 19 1 620156 IPull Rail Interlock 6005 T5 At 20 1 620144 IPull Ralf Interlock Cover PVC 21 1 620157 18eveled Interlock 6005 TS At 22 1 620145 113eveled Interlock Cover PVC 23 620150 1 Light Sash Reinforcement 6063 T6 At 25 620152 IHD Sash Reinforcement 6063 T6 AI 26 620153 Standard Meeting Rall Reinforcement 6005 T5 Al 27 620164 HD Meeting Rall Reinforcement 6005 T5 Al 30 61644 lWeatherstrip, .187" x .270" Fin Pile 31 6Q300 lWeatherstrip, .19D" x .300" Foam Bulb Flex PVC 32 61719 IWeatherstrip. .187" x .220" PolyPlle 33 61825 IWeatherstrip Plug, :220' Finseal 35 78X1MT1T 1#8 x 1" Ph. PH SDS (Interlock Mounting Screw) 36 78X3THPX 1#8 x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS 37 71669SP I Meeting Rail Screw Support Plate 6063 T6 AI 38 720210 Weep Hole Cover PVC 40 720)0000( Constant Force Balance 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shae Nylon 44 78X114FPAX 08 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Description Material 76 Kommerling 4SG TPS Spacer System this 77 Quanex Super Spacer nXr with Hot Melt Butyl See Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer Bill of Material, cont. # Part # Description Material 461 720197 jAuto Lock Mechanism C Steel 461 720198&8 ISweep Lock Cast7mc 47 720195&6 jAuto Lock Cover Assembly Cast Zinc 48 76X118OPTX #6 x 1.1/8" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Zmc 50 76X34PPA #6 x 3/4" PH. PH SDS (Keeper Screw) SS 61 420181 L/R Beveled Tilt Latch Comer Key PVC 52 420182 L/R Pull Rail Tilt Latch Corner Key PVC 53 7634PHFL #6 x 314" Ph. FH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 65 420184 ITilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 67 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 59 420180 Pivot Bar Comer Key PVC 60 720206 Pivot Bar SS 63 720191 Sash Pull Handle Cast Zinc 64 720194 Sash Pull Handle With Latch Assembly Cast One 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 87 7858B #8 x 6/9' Ph. FH SMS (Strike Plate Screw) SS 73 720136 I.G. Bead PVC 74 Backbedding, GE 7700 or Dow 791 Silicone 75 71646N Setting Block (7/e" x 1" x 1/8"), 85 +1- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame PVC 83 47042 iScreen Comer Key with Pull Ring PVC 84 47041 Screen Comer Key without Pull Ring PVC 85 7CASPM Tension Spring SS 86 61816C4B Screen Cloth Fiberglass 87 81635/61614 ,140" Screen Spline (Machine/Hand Rolled) Vinyl NOTES: 1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD.. TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS # 9-13, 15, 24, 28, 29, 34.39.61, 62, & 68.72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. STRUCTURAL SILICONE STRUCTURAL 1/4• NOM. FOAM 3M6" NOM. POLYISOBUTYLEN WITH WITH DESICCANT DESICCANT EXT. GLASS EXT. GLASS GLASS ' /// `INT.GLASS 7e KODISPACE 77 SUPER 4SG TPS SPACERDNXTTm ^c'rvr"n"c'°'c'r' POLYISO- DESICCANT FILL AREA BUTYLENE 5/16'NOM. 5/16' NOM. SEAL BUM & SILICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS XL EDGEm 8DURASEAL@ 7s SPACER SPACER PRODUCT REVJSBD as complying with Cie Flsrw building Codo I •O /4.04- G 0daeaco SVo Ex 'mlKw Daly �Zd \\,•\\ ••• ;,• Ravled By: Date: Revision: "/"��• r'. JR 05/05/16 AI ADDED SPACERS. Dy •,'�'�. Miami ndePmfiret Rffl"d W. Dote: Revblan: go Dw0pum Drawn Br. G(L" BILL OF MATERIAL (BOM) J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Data: •:��+ . . '• ': ��' N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 'i.`- ��':, • �`� %` (941)-48G-1600 !. y:r,<.� .•' Sedea/Model: swig: Sheet. Omwing No. Rer. A'LYgrNTyti}�ER,A.e. CERT. OF AM. #29296 SH-5400 NTS 11 OF 12 MD-SH5400-01 A P.EfF 5a705 NOTES 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PARTS fl 1 & 5. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 8 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. 'NL1(NtJ�d4ER)P:E. OPT. SWEEP LOCK D—fiptroa: I &a- Ur. EXPLODED ASSEMBLY J ROSOWSKI 1070 TECHNOLOGY ORIVE lifla: N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI (941)-480-1600 Sarlaa/Mod 1. Scola: Sheaf: Dma lag No. CERT. OF AUTH. #29296 SH-5400 I NTS 1 12 OF 12 1 MD-SH5400-01 I A 05/15/15