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Product Approval (3)
nonaa buiiamg Code Unline Page 1 of 3 x .s yi 4i off Sx .K_,__r ..,:._...0 _+:..: rt✓µz a »z i I__..._. a`P v 1,, BCIS Home Log In User Registration s Hot Topics Submit Surcharge i Stats&Facts Publications j FBC Staff BCIS Site Map i Links i Search Busines � , Professional PEoduti tR:PucuApproval < I ; .1..+.,u ac.,0.tl 3 •.::a: .,. ,. :. •.._.:..--,....... ;.;�:.,,,>;,,,,.: ,inli tig_ _ar_in.>-i 'ilr*_rn >Application Detail 3;ti FL# ,L2322 F 9=R "., : _ ." .._.....rm Application Type Revision Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer W.—GBOATOrmstrres Address/Phone/Email 1070 Technology Drive North Venice, FL 34275 (941)486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Sin _ ,_ung Compliance Method Certification Mark or Listing Certification Agency Miami-Dade BCCO-CER Validated By Miami-Dade BCCO-VAL Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1Bu8CAEmB... 3/1/2016 Florida Building Code Online Page 3 of'), Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.7 SH-3000 (Large Missile Impact) jArchitectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes L.23) :Zr.. +... ...;:.. .z.;. ............._.........._._.........._...._._....-..........__..............._...._..._..--....._.............. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of _'t,___5__R22.-_isr_`; 941112.1.; ;..:_.:I=?._:` Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact) IlArchitectural systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes =I.2_�� IK.2._: Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of _;t_7,39 ?,_12_h_.5__ic_'.:'..I.Ci_c,`__:" Acceptance(NCA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details,and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.9 �% j S SH 5400i(-NdnImp`a_ct)' JIVinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL239 R22 C CAC L. Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of -L279_€_2_'_I_�5_5 Acceptance(NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: 239.10 SH-5500 (Large Missile Impact) Vinyl Single Hung Window Limits of Use Certification Agency Certificate ; Approved for use in HVHZ:Yes rL;;.,; 1rC._ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 07/30/2020 Design Pressure: N/A Installation Instructions Other: Please see Miami-Dade County Notice of F1_2?'.....t=%_I_=. =tSl .:_ _I Acceptance (NOA)for product performance information, Verified By: Miami-Dade BCCO-CER anchorage details, and anchor type,size, and spacing Created by Independent Third Party: information. Evaluation Reports Created by Independent Third Party: Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. 'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: , K] F. littp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 1 BuS CAEmB... 3/l/2016 MIAMI.1?ADE MIAMI-DADE COUNTY LZe 1.1, PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 S W 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ww%y.ntlanridade.QUV/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-"540W'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,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E., bearing the Miami-Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval 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, 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 consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.06 =MIAMIEDADEuNrY I/�D�1 Expiration Date: July 30,2020 ` Approval Date: July 30,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation-NI", sheets I through 12 of 12, dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)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 withmarked-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. C, CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5th Edition (2014), dated 05/15/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). Manuel a Z,P E. Product Control 19, m' er er NOA No. 15-0519.06 Expiration Date: July 30,2020 Approval Date: July 30,2015 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-5"Edition (2014), dated May 15, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 15,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon,P.E. Supervisor,Product Control.Section... G. OTHERS 1. None. Manuel Per xUft— Pro Product Control E�anfi er NOA No.15- .06 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-2 i ANCHORAGE EXAMPLE FOR 28.118'MAX.O.C. 21-5/15" �1 ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 54'MAX.BUCK WIDTH FOR ARCH•TOP -- MAX.O.C. VARIES PER REINFORCEMENT NOT RATED FOR HEADER(SIIA. 12'MAX.FROM _ _ HEA ($IM.FOR ALL LEVEL,SEE SHEETS 6-7 IMPACT RESISTANCE FOR ALL FRAME SEAM B,SEE—.___ -�I MAXO0.0.�—� 12'MAX f/ / WINDOW TYPES) _ WINDOW TYPES) SHEET 3 l _ ,( 52.118'MAX.BUCK WIDTH �- _ 10'MAX.FROM -^I �- SEE SHEETS B.SEE 30'MAX.O.C. I A,SEE r '_'T'1 12'MAX. FRAME SEAM D,SEE _ 8&9 SHEET3 `�+��-12'MAX. SHEET 31 (FIXED VISIBLE _ L SHEET 4 ._T I ) LIGHT WIDTH - A,SEE r- I I B.SEE ...... 30'MAX.O.C.-�I C.SEE rr-ox-lil , SHEET 31 12' I SHEET3 _ __ ~~I-12• SHEET4j FIXED _ j / + EQUALLY - I / VISIBLE �— A,SEE�'-•- - 12' AXI SPACED I LIGHT SHEETLYEQUALLY I I 17-718'MAX.O.C. I 17-718'MAX.O.C.SPACED I ANCHORSPER HEIGHT ANCHORSPER I I TABLES 6 87 _ I EQUALLY 117.AX MAX.O.C.TABLES687 11 MAX.9`1.78SPACEDO I I I MAX. ANCHORSPER O I4' J84' I I BUCK TABLES687 I - 62' BUCK MAX• - HEIGHT iMAX. HEIGHT x I I 10'MAC.O.C. HEIGHT x I I {� MAX.O.C. x I ^ 10'M'AX.I{O.C. HIGHT BUCK ._.._ AS(91.78- MAX.)H 8 I I u _ I `(J' �1- -I MAX.) �._._._._ I L_._.// HEIG _ I _.-._._._- /._._._._. I 13-314'MAX.O.C. /EQUALLY I 113-314'MAX.O.C. EQUALLY 13.3/4'MAX.O.C. EQUALLY _SPACED I � SPACED VISIBLE I� SPACED I L---- -'-'T SEEANCHORSPER I } ANCHORS PER LIGHT ANCHORSCEDTABLES687 A TADLES867 I HT TABLES687 2 SHEETS 889 I 1 I 1 _1 5 6-112'MAX. 6-112'MAX. 6.112'MAX. •, __ NO ANCHORS A7 SILL-' ------ _ -' -' t 1 —_.JNO ANCHORS AT SILL B J NO ANChiORS AT SILL -- � D 1.114' — -��SEE SILL WEEP- I SEE SILL WEEP• `` SEE SILL WEEP- \ SEE SILL WEEP- B~�-+- 54'MAX.BUCK WIDTH — NOTCH DETAILS, _ SASH VISIBLE _ \_NOTCH DETAILS. - 54'MAX.BUCK WIDTH --I `NOTCH DETAILS. �-.NOTCH DETAILS. SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP FIN OR J CHANNEL PiA_ME 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 THE NAIL FIN: 75'HEIGHT SEE TABLES 6&7 _ � (SIMILAR:ANCHOR'DIMENSIONS-FDR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5400 NON-IMPACT RESISTANT SINGLE HUNG WINDOW =`-- 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE.INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). - 2)SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 1 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 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.K51 PER ANCHOR TYPE. I GENERAL NOTES.........................1 4)ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCK5 ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS ELEVATIONS.......&..........................1 DEPICTED AS 2X ARE 1-112'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN FRAME,GLASS ANCHOR AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). OPTIONS.............................2 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 INSTALLATION,FLANGE 8 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. EQUAL N,FLANX................3 6)1/4'MAX.SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PROOUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. INSTALLATION,INTEGRAL FIN 7)DESIGN PRESSURES: j A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. 8 J-CHANNEL......................4 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. GLAZING DETAILS........................5 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN DESIGN PRESSURES...................6.7 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 DISSIMILAR MATERIALS ANCHOR QUANTITIES.................8.9 EXTRUSION PROFILES................10 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FO REQUIREMENTS SIGN RESISTANCE. ASSEMBLY 8 PARTS LIST...........11.12 4PProvrJ of Ml C d eQ wll4 m4 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Ftarlda ul'ing C 4e 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEILIGHTER SHADES OF CAP Ilale� COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSIIAF&PA NDS 8 ALUMINUM DESIGN MANUAL,..,, NOAH 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\ 11 Revised By; Dale: Revision: A11oml Oade Product C \SNN 4 '1� USER INSTRUCTIONS: Off(• """'!<(rR : r:l •.•`\OENS(; rC Re Head By: Date: Re Nlon: 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 3ACCORDING TO THE INSTALLATION CONDITIONS. - ND {16705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ' Drown PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW `: LC- ® Deecripllon: By. OPENING OBTAINED IN STEP I. C : c!r— GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 6 OR 7.VERIFY THE ANCHORISU13STRATE WILL MEET REQUIREMENTS '• �!J FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. •� , 1"O/ •. ` Z. 1070 TECHNOLDOY DRIVE D11e: Dale; 5)INSTAIL AS PER SHEET 3FOR THRU•FRAME INSTALLATION OR SHEET 4FOR INTEGRAL FIN INSTALLATION. ��Ul•�•., \:� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 f F�; (941)-480-1600 SlUN�� Scale; SAeel: bRav: NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRS,d..1Abdel: rowing No. AME TYPES(J-CHANNEL,FLANGE, ,r7�. NN/ARLE)t�P.E. INTEGRAL FIN OR EQUAL LEG/BOX). REM 58705 CERT. OF AVTH. X29296 SH-5400 NTS 10F 12 MD-SH5400-01 i INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X OPTION 1EDGE DISTANCE DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. SEE NOTE 2,THIS SHEET. ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD EMBEDMENT 1/4'MAXSHIM —� FRAME OR SUCKSTRIP. —�� ! T 16 1l4'MAX SHIM —►{ SEE NOTE 2,THIS SHEET. EMBEDMENT t _ SASH VISIBLELI _ 17 I ° 1 ° " ❑� 18 LIGHT WIDTH I ❑ EDGE FLANGE FRAME EDGE�LDISTANCE D a DISTANCE SHOWN 44 BALANCE •� TYPE VARIES '�1/4'MAX � � � �---- - �---- ---•• •, '" TYP.ANCHOR TYP.ANCHOR TYPE, 42 WITH SASH SHIM Q TYPE, TYP.ANCHOR TYPE, EMBEDMENTAND WEIGHT 54 EMBEDMENT 2 EDGE Q 30 _ EMBEDMENT AND EDGE DISTANCE PER AND EDGE �I— DISTANCE PER a DISTANCE PER SUBSTRATE, SUBSTRATE, EDGE SUBSTRATE, SEE TABLE 2,SHEET 2. n 10 SEE TABLE 2,SHEET 2. U EXTERIOR 974 ��I I DISTANCE SHEET 2. 2, FIXED 19 2p OPT:SASH;TOP I FIXED VISIBLE vn` IILII7 FLANGE l LIGHT WIDTH J_ VISIBLE LIFT RAIL FRAME EQUAL - LIGHT NOTES: SHOWN BUCK WIDTH LEGIO E HEIGHT is FORALLWINDOWS: FRAME 1 ANCHOR @ 3.55' SHOWN 49 48 FROM END AND AT SUUSE ONLYRATE HORIZONTAL SECTION A-A I 21 CBSTTRATE-APPROPRIATE ENTER, SU a 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND 73 — OVER 36"WIDE: DADE APPROVED MULLION,FOG COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2 SHEET 2_ SCREWS @16.31F INSTALLATION OPTION SHOWN MAY - 14 45 46 47 O DE USED ON ANY SIDE OF THE 35 FROM END. WINDOW, � FOR WINDOWS WITH 114"MAX. �J BUCK 6U a 16 BOTTOM LOCKS: 2)MASONRY ANCHORS MAY BE SHIM I "DOR 112 STEEL �.J 1/4"MAX. ADD ADDITIONAL USED INTO WOOD AS PER TABLE 2, I I SHIM HEIGHT SELF-DRILLING SCREWS @&3I8' SHEET 2.ALL WOOD BUCKS LESS SMS(G5),SEE 85 FROM END. TABLE 2, 30 THAN 1-1/2'THICK ARE TO BE ❑ D SASH CONSIDERED 1X INSTALLATIONS.1X SHEET 2. EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF - LIGHT ! UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OPT. 86 L 16 USE EITHER OR GREATER.1X AND 2X BUCKS 65 LATCH OR (WHEN USED)SHALL BE DESIGNED (� (2)1- 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE Q EQUAL INTERIOR 31 / TESTED UNIT THE STRUCTURE.WOOD BUCK WEEP LOCATION:6-SIB' DESIGN AND INSTALLATION IS THE FRAME OWN LFRAMEX �L J NOTCHES AT 6p FROM SASH END. RESPONSIBILITY OF THE ENGINEER SHOWN EACH END. OR ARCHITECT OF RECORD. EXTERIOR 8 66 % 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION rl INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 _ 67 OPENING)IS MEASURED FROM Al+ptuv¢d H9 CUIn ItI)'IaQ 1x1111 BU r� BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH F)rids D ild n Coy EQUAL-LEGIBOX ��0�❑ 1f4"MAX SHIM FRAME INTO METAL FRAME INTO METAL Dales FRAME SHOWN ! o �\ tYNN Rev)sed By: Gate: RaNslon: 1 nW Deda Product C flsl .27"X1.25 \� �0\0( ,......, WEEPHOLE NO ANCHORS �CENSF''•,'p WtCOVER @ O REQUIRED IN VISIBLE LIGHT FORMULAS :2�.•' �' �/ �' Reviaod Dy: Dale: Revision: 2.87'FROM 38 5 FLANGE OR _--- EACH END. EQUAL-LEG MEDTF( --i t pip,50705 • FRAME SILLS i @SASH:BUCK WIDTH-6-1/2" J — 0 Description: Drawn By: @FIXED LITE:BUCK WIDTH-4-3/e• G{ WAII a FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI HEIGHT(EQUAL-LITE) CA • .: 1070 TECHNOLOGY DRIVE Title: Gate: VERTICAL SECTION B-13 BUCK HE1cHT1z•3.15ne ., FLDRID�,. �� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 .� (941)-480-1600 I ONA v� Series/Model: Scale: Sheaf: browing No. Rer. IrA!LYNN MNEE'A�P•E• CERT. OF AIJTH. 828296 SH-5400 NTS 3 OF 12 MD-SH5400-01 P.E.158705 i i TABLE t:ALLOWABLE GLASS TYPES GlassDesl n Pressure Frame Glass Frame Frame Type Description(Listed from Exterior to Interior) Types Options Contigs, Shapes Installatlon Options that may be used Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) C 1�3%4'=1dGr 1'/l3'�A•Extedo�Cap+1/2'4Ai�Space t tl8"EG�teno� aL p��4� 8 Into 2X Wood FremelBuckstrip-sheet 3,option 1 2 3/4"I.G.:118"T Exterior Ce +1/2"Alr S ace+1/8"T Exterior Ca 4,5 6,7 Equal-Lite, square/Reel., Flange Through the hems ....Into Concrete/CMU-sheet 3,option 2 Cap p 4,5 6,7 GLAZING NOTES: (#2) 1-4 Equal-Lite, Arch-Top& of the window...... P P p 3 314"I.G.:3116"A Exterior Ca +3/8"Air Space+3116"A Exterior Cap 'A'=ANNEALED &Cottage Radius-Top through 1XBuckstdp into Concrele/CMU-sheet 3,option 3 .... 4 3/4"I.G.:3/16"T Exterior Cap+318"Air Space+3118"T Exterior Cap 4,5 6,7 "T'=TEMPERED into Metal-sheet 3,option 4 ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Box/ Equal-Ule, Square/Rett., Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Leg 1-4 Oriel/Pro%low Arch-Top& TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME (#4) &Collage Radius Top of the window...... ....through 1X Buckslrip Into ConcretelCMU-sheet 3,option 3 I ....into Metal-sheet 3,option 4 Min.Edge j MIA. 'MIN.OF 3 THREADS Group Anchor Substrate BEYOND THE METAL Through the ....Into 2X Wood Frame/Buckstrip-sheet 4,option 5 Distance i Embedment' SUBSTRATE.FOR J-Channel Equal-Lite, Square/Rett.,Integral fin...... ....Into Metal-sheet 4,option 7 P.T.Southern Pine(SG=O. 5 7116 1-3/8° STEEL STUDS, (H1) 1-4 Odel/PrcMew Arch-Top& #10 SMS MIN.L ST KSI& &Cottage Radius-Top Through the hams ....Into 2X Wood Frame/Bucksldp"sheet 4,option 6 Steel,A36' 3/8" I 0.050" of the window Metal-sheet 4,option 8 (sleet,18 8 S.S. MIN.Fy=33 KSI. p p-sheet 4,option 5 or 410 S.S.) Steel Stud,A653 Gr.33' 3/8" 0.0461"(18 Ga.) Through the Into 2X Wood FramelBuckst6 A Aluminum,6063-T5' 3/8" 0.050" 'UNGROUTED CMU' Integral Fin, Equa4lfle, Square/Rect.,integral fin...... ....Into Metal-sheet 4,option 7 P.T.Southern Pine(SG=0.55) 7/16" 1-3/8• VALUES MAY BE #3- 1-4 Odel/Prodew Arch-Top& 3116"steel Uliracon Concrete min.2.85 ksi 1" ! 1-318" USED FOR GROUTED ( ) &Cottage Radius-Top Through the frame ....into 2X Wood Ffame/Buckstdp-sheet 4,option 6 ( ) CMU APPLICATIONS. of the window...... ••„into Metal-sheet 4,option 8 Ungrouted CMU, ASTM C-90) 2-112” 1-114' #12 SMS P.T.Southern Plne(SG=0.55) 9/16' 1 13x8' FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES B (steel,18-8 S.S. Steel,A36' 3/8" 0.050" or 410 S.S.) Steel Stud,A653 Gr.33' 3/8' 0.0451"(18 Ga.) Aluminum, ,2,85 5' 31" 1-N" 2 U fL,J 114"steel Uliracon Concrete(min,2,85 ksi) 1" I 1-314" �� - 6� a 0 C Ungrouted CMU,(ASTM C-90) 2-112" I 1-1/4" - - -I 1/4"steel Cretenex Concrete(min.3.35 ksq 1 13/4" // / SOOR Q 1/4"steel Uilracon Concrete(min.2.85 ksi) 2-1/2' 13/4" y� FLANGE EDU E AL- 114"steel Ultmcon P.T.Southern Pine(SG=0.55) 1" I 1-318" G EQUAL-LITE ORIEL COTTAGE L 1/4"steel Creleflex Concrete(min.3.35 ksq 2-112" j 13/4" o D 1/4"steel Creleflex' Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" FIGURE C:FRAME SHAPES P.T.Southern Plne(SG=0.55) 1" 1318" —r(BUCK WIDTH — )BUCK WIDTH)f—r{BUCK WIDTH x )f- 1/4"steel Aggre•Gator Concrete(min.3.275 ksi) 1-1/2" ! 1-3/8" �O" TO -----� � O H ------ ------- 1!4°steel A re-Gator P.T.Soulhem Pine SG=0.55 1" I 13/8" i T I T T' 99 Grouted CMU,(ASTM C-90) 2" 2" i 5 } _ T 3 flw _ (7 = T J-CHANNELINTEGRALF Q FINra TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Group Anchor Substrate Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY Distance; Embedment' BE USED BY INSCRIBINGTHE SHAPEINA BLOCKAND OBTAINING nlipror•ed ae cmnplylog with& DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Florida ulp'Ina e E 2-1/2'x.131"Common Nall P.T.Southern Pine(SG=.55) 3/8" 1 2-7/16' THE TABLES ON SHEETS 6-9. Dxtetll'r p 5 -2=112"Ring-shenk Roofirg Nall-"P.T.-S_(UIfl9m Plna(SG=.55) 316'• ;_ 2.7/16' -- �t 1 r r Reweed ey: Dole: Revferon: NOMI �O ���\ lYr�ri alleml U.de Produc CQAIP P:7:Southein Pine(SG=55) 1/2'JI v 13!8' OF N,i • #10 Truselwad SMS ` �'••"" " • >> . WH (steel,1B$S.S. Aluminum,6063-75' 3/8" 0.050" P��� L1CFN�<,•'<<�p�� R .d By. Dole: RevI.I n: I l" Sleet St A Gr.33' 318' 0.0451' 18 Ga, No.5870 >r --�, or 410 S.S.) ( ) •MIN.OF 3 $ r 1 Steel,A38' 3/8' 1 0.050" _ ' THREADS BEYOND - - ® DeeatlpRon: Drawn ey: #12 SMS P.T.Southern Pine(SG=.55) 9/18' 1-318" THE METAL =v i� _. GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Aluminum,6063-T5' 318' I 0.063" SUBSTRATE.FOR ':0 '�, S •Cr:'_ (steel,18.8 S.S. STEEL STUDS. 'C, /" Steal Slud,Gf.33' 3/B" 0.050" - t�'•, /(/: 1070 TECHNOLOGY DRIVE Till.: Date: «410s.S.) MIN.Fu=45 KSI Steel,A38' MIN.Fy=33 KSI. '. P a`Of:l:?A••'' N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/1 3x8' 0050' 5 . S�O�J/"�I '�N�-`��• (941)-480-1600 Serfs./Model: Scale: Shoat: Dfawinp No, Rev: ".4YJr P.B. ryt ' 68105CERT. OF AUTH. #29296 SH-5400 NTS 2 OF 12 MD-SH5400-01 11�: Ji// 9705 I INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT - 2X WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR ANCHORED THROUGH INTEGRAL Fes- EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP•SEE NOTE 2,THIS SHEET. Imo— EDGE DISTANCE FIN INTO 2X WOOD FRAME OR j �— 1!4'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 114"MAX SHIM SHEET. - �--� TYP.ANCHOR TYPE, SASH VISIBLE _ J-CHANNEL EMBEDMENT AND EDGE ��_ 18 ---� LIGHT WIDTH 17 a FRAME — DISTANCE PER SUBSTRATE, '- • SHOWN .SEE TABLE 2,SHEET 2. o (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES ----- Q i/4"MAX SHIM — q2 WITH SASH Q DISTANCE ^ 54 1 TYP.ANCHOR TYPE, EDGE WEIGHTOR L—, - 30 D EMBEDMENT AND EDGE II II DISTANCE PER SUBSTRATE, I- o p SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) EXTERIOR 87 TYP,ANCHOR TYPE, FIXED VISIBLE FIXED V INTEGRAL EMBEDMENT AND EDGE -7--- 3 FIN DISTANCE PER SUBSTRATE, 19 20 OPT.SASH TOP VISIBLE J-CHANNEL LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. LIGHT LIFT RAIL I FRAME �O SHOWN (NAIL SHOWN) HEIGHT — FORALLWINDOWS: NOTES: SHOWN 1 MCHOR @ 3.55- BUCK WIDTH 49 48 FROM END AND AT 1)USE ONLY 21 a CENTER. SUBSTRATE-APPROPRIATE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 73 C1VER 36 WIDE: OF SHEET 2.FOLLOW EMBEDMENT DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. , 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY 114^SHIM —�{ MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 14 45 46 47 SCREWS @16.318^ INSTALLATION OPTION SHOWN MAY I ------ 35 FROM ENO. BE USED ON ANY SIDE OF THE BUCK o FDR WINDOWS WITH WINDOW. I HEIGHT a Il 16 BOTTOM LOCKS: #10 OR#12 STEEL �( 114-MAX. 50 u ADD ADDITIONAL 2)MASONRY ANCHORS MAYBE jj�D LF-DRILLING— I SHIM 9CREW5 @ 8-318' USED INTO WOOD AS PER TABLE 2, MS(G5),SEE I 85 30 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS ABLES 2&3, THAN 1-112'THICK ARE TO BE SHEET 2. p SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE LIGHT 1X WOOD BUCKS ARE OPTIONAL IF USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 86 16 DEPICTED AS 2X ARE 1.1/2"THICK OPT, OR BOTTOM OR GREATER.1X AND 2X BUCKS LOCK(SHEET 3j. 65 (WHEN USED)SHALL BE DESIGNED (2)R 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN AND/OR -- INTERIOR 31 LOCATION:6.518" U FLANGE REMOVED WEEP FROM SASH END. TO THE STRUCTURE.WOOD BUCK4 IN-FIELD _ DESIGN AND INSTALLATION IS THE - NOTCHES AT gp RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH ENO. NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME EXTERIOR INSTALLATION_ 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION THROUGH FRAME. I, (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 OPENING)IS MEASURED FROM 4pprovcd m coin phlal wllh IA: 114'MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO Florlde ul RBC INTEGRAL FIN / r_jI— BEADING TO BEAOINO. FRAME SHOWN � y SHIM INTEGRAL FIN INTO METAL METAL(INTEGRAL FIN/FLANGE REMOVED) ORIe- O) i —1_ NO /; Revised By: Dale: fterislon: Al ml Dade Pmdua I'm ! .27"X 1.25"WEEPHOLE �� ��` .( LYNN A/ //; 3B FROMWICOER H END. T "�ON........., DC7 FROM EACH END. 1 :-,� .•'L�GENS�• '•,F"Q Revlsad Data: Y VISIBLE LIGHT FORMULAS t•' Rerielon: TYP.ANCHOR TYP E. - `*:" i! _ EDGE DIJo.58705 EMBEDMENT AND EDGE —��- - jISTANCE WIDTH '- DISTANCE PER SUBSTRATE, — 1 @SASH:BUCK WIDTH•6-112' �1 - 0 D....rplion: Drarn By: SEE TABLE 3.SHEET 2. —1 EMBEDMENT @ FIXED LITE:BUCK WIDTH-4-3/8' 1-O••,(/1 Nic Lr: J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREWSHOWN) -7 (!1HEIGHT{EQUAL•LITE) ��(1 Bl'A1070 TECHNOLOGY DRIVE IIlle: Dale: INSTALLATION OPTION 5 VERTICAL SECTION D-D 56C -3.15116' '•./'COR40�.•' (� N.VENICE, Ft aa27s SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN i�IS�S� ` INTO 2X WOOD FRAME OR BUCK- � (941)-480-1600 Serves/Model: Scale: Sheol: Droving No. Rer, STRIP.SEE NOTE 2,THIS SHEET. A.LHp�I oR,P.E. CERT. OF AUTH. (129296 SH-5400 NTS 4 OF 12 MD-SH5400-01 i I I I I i i I 314'NOM. 314'NOM. 314"NOM. 314"NOM, 1/8"A GLASS 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/2"AIR SPACE 1!2"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 1/8"A GLASS---\ 1/8"T GLASS 3116"A GLASS 3116"T GLASS a EXTERIOR a EXTERIOR L a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER i GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 i 112"NOM.GLASS 76 0R67 OR 78 �'741TETYP. 73 31 EXTERIOR j5 38 30 ♦ppraved M e0lnpl7la9 with 144 II Flureldn a in e ��C�OLI \�1lnnllllj 1 jo Unt o 11, A i7 Revised W. Dale: Revlalon: NOAH Q� . ii umID de Prodact0 TYP."GLAZING DETAIL ''�1cr:NSF' ��p `J Revised By: Date: Revsion: try.' Description: ✓ Drawn Dy: ��ll r S =1= GLAZING DETAILS J ROSOWSKI GLAZING NOTES:i �iS�..COR10,.^',��;; 10 N.0 VENICE,OFLLO342755 Rtle: Date: :A"=ANNEALED ''r /ONl,1.�;,��' (941)-480-1600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'T"=TEMPERED r/l l l l l 1 1 t Sertes/Model: Scole: Sheet: Drawing No. Rav: A.LYNN MILLER,P.E. CERT. OF AUTH, #29296 SH-5400 NTS 5 OF 12 MD-SH5400-01 RES 58705 I I ' 6.0 I7otl-Sun 1d' Design Pressure IlbsMI) R.Inr.lawl Dn.6Ofum R 90 RI .w-Nnr .0000 Buds Wdlh(I0) Is. M 32 am, 1 40 a 52125 21.5 Eq.1a. 11,391 •00,0 -100.0 •60.0 -100.0 450.0 -100.0 4m0; -lw.0 +50.0 •100.0 •50.0 •99.0 160.0 -92.0 51.Maldceltaal 14.517-15.010 •50.0 -1000 150.0 •100.0 +50.0 400.0 +50,01 •IW.O I W.O I 1000 +50.0 -91.0 ,50.0 -900 M EgbNO. 11.661-11.616 .5040 -700.0 .50.0 -100.0 •50,0 -100.0 .50,01 -100,0 .W.O -100.0 .50.0 •100.0 +50A -97.1 61aWd Pm 11mr 11.6.2 •00.0 400.0 •50.0 •100.0 .60.0 -100.0 •0001 -100.0 •00,0 •100.0 250.0 -100,0 +60.0 91.0 T91k11 2].517-25.266 INA -1000 .50.0 •100.0 •500 •100.0 150.01 -100.0 •00,0 •700.0 +50.0 98.0 •500 •71.9 Mon 1d Cellar MAU•2].618 •00,0 -l000 .m,0 -100.0 +50.0 •100.0 •50.0; •100.0 •50.0 -100.0 +50.0 45.8 •00,0 -7641 I� 37.316 E"We 11.617.20.95T INA •100.0 •5OA 400.0 .50.0 •100.0 .Wo; •100.0 •50.0 •100.0 +50.0 ses .60.0 •yea 614.6..Plebe 14.611-17.515 •50.0 •100.0 •50.0 •100,0 +50.0 -100.0 •30.01 •100.0 •WD •100.0 •50.0 44.2 450.0 -163 shat..! 31.3T7.11,615 •50.0 •1W.0 .W.O -100.0 .W,O •IW.O +50.01 -i00.o 450.0 •100.0 +50.0 -0340 +50.0 -floe T.Ikel 2T.603.31.911 .50.0 •100.0 •50.0 .100.0 .W.O •tm0 400.0, 41.0 150.0 -09.0 •00.0 -70.0 .50.0 -71.9 caftan Sl[. 20.017-27.602 .W.O •109.0 INA •100.0 .50.0 Aw.o •50.0; -100.0 +50.0 400.0 1No 42.3 +50.0 -1JA U HEADER 91.Nard 7.!4500 2JA11.29.618 130.0 -100.0 .60.0 -100.0 +50.0 •100.0 •50.01 4DOO .No 400.0 .50.0 .79.0 .50.0 'as 14 Eglelie. .617-23.618 .50.0 -IW.. 400.0 -100.0 +W.o -100.0 4m.0'�, -190.0 .m.0 -toot! .W.a .711.3 .60.0 -]e3 SIe MPfekle 17.617.20.616 .50.0 -100.0 ♦50.0 -100.0 +50.0 6!010 aW.01 •100.0 .600 •100.0 .50.0 .18,6 •00.0 .70.4 Cmlansu. 11.677-17.515 .50.0 -100.0 .W.D -100.0 +50.0 -100.0 +50.01, -100.0 +50.0 •100.0 460.0 •79.6 +50.0 -71.2 Sh06e.I MIT?-14.618 .50.0 400.0 450.0 •100.0 +m0 -100.0 130.0', •IOa.O •00.0 111 .50.0 -76.0 .wA •T1s T.Ib.I J1.60]•S5A11 .50.0 -100.0 •Woo -100.0 .50.0 -806 .50.0'1 19.] •00.0 •69.] +50,0 -74.9 +Woe 49.1 Slaneard Celle(e 20.611-J1.6C2 .50.0 •100.0 450.0 -100.0 .50.0 -1000 •50.0, .100.0 •500 -A04 •50.0 673.6 •600 45A EgI.IM. 70.617-26.618 .moo -100.9 .moo -100.0 •moo --I00.0 .50A', Am.o .mo -91.2 .60.0 •71.6 +wo 41.9 a O MEETING RAIL 46 slmdawpla,". 11.517.20.-518 .50.0 •1001 .60.0 •Im.O .500 •100.0 +50.0' •100,0 +50.0 •97.1 •50.0 -74.9 .50.0 47.0 23 Cwtaa6l[. 11.61]•17.515 •50.0 •100.0 •50.0 -100.0 +W.O 4W.O .500 •100,0 450.0 -92.0 +601 .73.6 +W.O 68.1 26 0 Cwb.n fila. 12511-11.310 .50.0 -100,0 •00.0 •100.0 .60.0 -100.0 .50.0, 66.7 .50.0 4140 6504. -7346 400.0 40.9 0 S Slodeal 1UTT•12.518 .m.0 •100.0 •50.0 •100.0 INA 160 1602. •wA +500 43.7 +w.0 .722 .60.0 61.3 - $ Telkal ]]108-37.6]8 .50.0 -100.0 .50.0 -95.4 •50,0 -M.J 450.0 42.2 •00.0 4749 +50.0 -71.9 •00.0 45.6 O p a O 61c.WrdC t.r 26.507-57.201 +50.0 -100.0 +50.0 •100.0 .50.0 Am.. +60.0, -100.0 •w'O .93.0 •50.0 31.1 450.0 41,1 O mEOwNI. 23.617.26.611 150,0 -100.0 400,0 -100.0 •50.0 •Im0 •500 -100.0 •00.0 -916 .50.0 -12.0 400.0 45.1 23 19.626 .t 21016 20AIT•21016 160.0 -100.0 +509 -100.0 •50,0'. -100.0 .50.0 -100.0 460.0 •9/p •50.0 •1}0 .50,0 45.1 SS9 61er mpla l I7AIT-20.618 •50.0 -IW.O .00,0 •100.0 4W.0 I •IW.O •500 •100.0 +60.0 -a •00.0 -73.7 .Wo 8A Cwlem site 11.617-11.610 Imo •loo .60.0 •IM.O •50,0 -IW,O •500 -99.0 4W.o 19,0 450.0 46.1 •00.0 41.1 e2TERM SASH EMERIO -I-SM. 17.08-14.510 •60,a -100.0 +Woo •100.0 +W.o 1 -93./ .mD 925 .500 -051 •50.0 -721 .60.0 47.3 HEIGHT 9hateel 11.711.12.010 .50.0 •100.0 +50.0 •99.6 .m.o 16,1 •w.0 -01.0 •50,0 -81.0 +W.O 496 +500 44.4 T1k.1 16.517-11.611 400.0 •IW.O •50.0 -015 .50.0 1 -11.2 .Woo 9LA 400.0 67.1 •50.0 40.1 •50.0 s6.2 S(S-d[:Ott19, 31.-51]•]8.616 +50.0 -100.0 160.0 -99.2 .m.. 463 +mo, -0646 +60.0 45.4 .m.a 41.2 .W.O 369 JAMB a [Eg t61q 76.511.31.618 400.0 .100.0 +moo -1000 .Woo 390,0 -•500"_-40.TF 460.0 45.] .60.0 401 .50.0 46.3 ��-�� sl. dP(at 23.017-26.610 .500 400.0 1500 •90.7 +50.01 '0.8 .WO" 28.0 460,0 11.9 450.0 354 +Woo 47.0 29 cid Cmlansu. 20.61-"al. .60.0 -1000 .W.. 18.3 459.0 -Tr.O .50.0 -710 450.0 -73.5 +50.0 11.e .60,o 401 p Coelom eve 17,617-70 610 .moo 923 x60.0 .79.9 .moo j 167 .moa 66.1 450.0 41.2 .50.0 49.6 450.0 -0SA SILL I C9.1Om61[. 14,617.17.516 450.0 -89.5 .50.0 -73.0 +60.0 41.9 .50.0 48.8 INA .670 +50.0 45,9 450,0 452,6 �1 Cwl9m Sle 13.017.14.515 450.0 49.1 +50.0 •70.0 +500 •69.0 •00,0 w.0 460.0 •50.9 .50.0 42.1 +500 41.6 shale.! 11.661.13.010 450,0 43.7 450.0 31.9 450.9 11 -51.0 460.0 33.9 •50.0 -6160 +50.0 30.0 .WD W.0 T.N.1 39.617-11.641 •W.0 •IW.O .00.0 -026 450.0 -iI1 1W.0 46.6 +W.O 17.1 .500 601 450,0 41,0 Cwlomsl[e JB.617-mals .50.0 •100.0 100.0 46.1 .60.0'I •77.5 .500 •78.0 4600 •74.1 .50.0 30.7 •50.0 43,1 O❑ Egw146e 76.617-16.515 •50.0 •100.0 •00.0 •92.0 .W,O 4oa •m0 •70.6 IW.D •71.9 +500 30.0 150,D 321 76 C I-SO. 37.611-36.516 •60.0 400,0 .50.0 45.3 .50.0 -74.0 .50.0 -7164 .50.0 -70.2 450.0 40.2 +600 42.6 Slv rd Rm4W MIT.32.515 40.0 691.0 .50.0 -77.5 +50.01 4eJ •60.0 -01.3 .60.0 41.6 +50.0 391 .50.0 •50.0 coli-size 26.311.29.616 •500 -07.2 450.0 .71.0 •60.0 1 40.0 .60.0 •009 .60.0 41.9 .50,0 41.6 4W.. 31.0 SECTION DETAIL FOR WINDOWS WITH shal..t 26.616.26.618 .50.0 16.0 .50.0 49.0 +60.01 1041 INA 45.0 +60,0 410 150.0 31.1 .50.0 30.6 Egnl44, J6.pn•41.a4 .Woo •u.e .moo ate .50.0 48.3 4500 41.3 .50.0 41.6 .50.0 .U.4 150.9 So.6 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 e, cwlan sue 16.517-3x.616 .500 4001 ,moo :T 160.01 40.0 +50.c 4s.9 .Woo -51.9 +60.0 43.6 .moo 45D5 )REINFORCEMENTS SHOWN IN FIGURES sl!nn!pfoa 13.61e•35.51e .60.D 43.1 ,moo 420 .m.01 -57.0 .509 a3A .60.0 41.0 460.0 30.0 .Woo so.o ABOFORCEVE(REINFORCEMENTS OWNIFRAMTYPES& DL7e T.Iba 41.611 +W,O -81.7 +50.0 47.0 150.0 11 •57.0 +50.0 33.9 450.0 -01.5 450.0 40.0 460.0 -00.0 CONFIGURATIONS) SEE TABLE 6,SHEET B FOR ANCHOR GROUP AND QUANTITY. ApyroveJ as mmptylagxlth 2La 1 Rlorldn Qu ding Code 1 0610,1t.1�._] 7,O A7ti .OAR• - / Revised By: Date; Revision; M rot D de @rodulCOnt2Em °pit LVNr���/ , r ) Q•,• Revised By: Date: Revision: IS NOTES: 'T' NO.516705 7)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME Iii. = m Description: D7awn Dy: oaINTEGRAL FIN. .o'.4r,s 17 DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �('��•, S'(Al E OF 1J` 1070 TECHNOLOGY DRIVE 7171.1 Date: �� •..!toR(Or,.• ��\. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3)FOR SIZES NOT SHOWN.ROUND UP TO HEIGHT DIMENSION SHOWN ON THETABLE.HE NEM AVAILABLE WIDTF�OR ,�C S���(v n, �C���� (941)-480-1600 Serle./Modal: Scale: Sha9l: Dmwing No. Rev: Ix LYNN MILLER,P.E. RE.151705 CERT. OF AM. #29296 SH-5400 NTS 60 12 MD-SH5400-01 � I I I TABLE 5: claw 71P0. 9.11 1.4 00119.00,11 Relyd I Design P7iMure(Ib67R1) R.Im.L...1 fl.�Ran9e n" Wind e,xk 9ndlh In R2 M) IB 21 3z 176 40 IB If 2.1x5 23.5 Ee IA. 11.]91 .0.0 -13°.0 453.0 -1w.D 465.0 -1300 105.01 •tw.o 165.0 -Iw,O .M, -129.0 Im.O •120.0 610113143 C01Uq 1/.511.15070 45.0 •130.0 155.0 •1]0.0 .0,0 •130.0 .65.0; •130.0 165.0 •1300 .65.0 -127.0 +65.0 -110.0 28 Ep 2 I1.6M-11,015 163.0 •130.0 .65.0 -1]0.0 166.0 -130.0 .69.01 •130.°j...o -130,0 .07.0 -130.0 466.0 -130.0 81mWN plo, 11.377-11.661 ...0 •Iwa 168.0 -13x0 .0.0 •1]0,0 .63.01 -130,0 •130.0 101,0 -1]0.0 .M.D -123.0 Te5b,1 23.617-15.160 .65.0 •130.0 .050 -130.0 165.0 -170.0 .650' -130.0 -1300 4M.0 •122.0 4650 -113.0 SllN,!Wtn 20.955-23.510 .65.0 •130.0 16,0 -Ix.O .Ml -1300 .660; -1300 430.0 .63.0 -121.8 185.0 -112.3 37.376 EpklNe 17,617-20.937 tUA -1]9.0 .650 -1]0.0 4M.0 -1300 +63.0, -130.0 -INA 165.0 -121.2 463.0 •1 W.] slra.3 Pe- 11.611.17.610 165.0 -1700 485.0 •150.0 4Ma 4.o 1M,0� -1300 •110.0 IMa •1222 4650 •t-to 2 611710,1 11.371-14.310 .0.0 -130.0 165.0 -110.0 401.0 -130.0 Im.O', -130.0 -12040 401.0 -116.0 463.0 -101.° 791411 21.6M-31.011 ..a -130.0 465.0 -130.0 1m.o •130.0 4M.a' •127,0 -119.0 .M.a _e0a 'Ma •91.0 Cwlam 9110 20.511.2>.m2 .05.0 -030.0 .65.0 •130.0 .MO -1300 .65.0, •130.0 .130,p .65.0 -1153 463.0 •IN.1 o p HEADER 51.4.bla Ce111q 23.617•]S.OID 105.0 -130.0 163.0 -130.0 401.0 •INN 155.0, -130.0 •,30.0 IM,O •110.6 40.0 -9942 11 E"W. 0.617•!3,016 .650 •130.a 165.0 .IwO .M.D •tw0 .65.0 -130.0 -130.0 465.0 -109.0 401.0 90A 31vW.Plabw ITm7-]0.610 .M.. a 4Ma -Iw.0 .... •130.0 4M.0 -13060 10,0 -Iwo loo -109.9 465.0 1 9 Cw19m 512 14.617-17.619 163.0 •1]0.0 .M.o -170.0 Ma -130.0 "a -130.0 463,0 4M.G IM.O -111.3 IM.O -907 31.x1.1 11017-I4.e1! .Mea •130.0 181.0 430.0 100 •130.0 4M.0 -130.0 fM.O •130.0 IM-0 .1119 .m.a -101.7 Pd t ]1.68]-33.911 .M.0 •130.0 .01.0 -130.0 4010 •127.2 105.0 -123.1 40.0 .116.0 .01,0 -09,0 165.0 -93.0 l.q N.017-L .m,o -INA .01.0 -1.4 .0.0 •1]00 .01.0 -1300 465.0 -Iwo .01.0 •101.3 .01,0 42.1 e 20.617.25615 4"a -1x,0 .65,9 -1300IM.ao403.0 •130.0 401.0 -mo 463.0 -1302 463.0 -0940 MEETINGRAIL Ie r0.1s.9 17.517.20.619 .63.0 -1x.0 401,° •130.0 405.0 -1300 163.0 •130.0 .850 •Iwa .65.0 -1 W.0 155.0 430 23 31x. 11,517-11.516 .65.0 -iw.0 401.0 •I.A .MO Aw.° 4MD •1300 .6310 •130,0 .es,oi0e,e ..m.0 4sa27lts 12.617.11.516 .010 -13°0 .M.a -Iwo Mo •lw.o .01,0 -1300 465.0 •130.0 485.0 •110.9 465.0 •98.6 0] .MO •130.0 .m.9 -Im.asm0 430.0 .01.0 •130.0 .",0 -lw.o .01.0 -1145 401.0 •101.6 l 401.0 -130.0 .m.° •130.0 Imo -1180 1".0 -115.1 -0.0 •1117 165.0 -99.0 401.0 •93.0ellaq 19.511•x.201 -Me -1x60 .650 •130.0 ,M0INA65.0 -130.0 Ma INA4650165.0 titsAe 31617...63. 4M.0 4wa .63.0 -1300 .010 •130.0 465.0 -1x.0 .63.0 -130.0 4010 -101.9 .M.0 -91,123 49025 CWG. 2°.617-13.616 .0a -Iwo Ma -130.0 401,0 -twa .65.0 -130.0 .M.0 two 401.° -101.0 +0a 41.2 }F'� 61vWN PIMen 17.617-20.610 Im.. •I.o 408.0 -130.0 165.0 •130.0 Im.0 •120.0 .010 -IN0 .Mai -103.1 .M.0 -921 Cwlan S4e 11.61-1.1 1m.a -1x.0 4010 430.0 .01.0 -130.0 409.0 -1x,0 .M. -.0 "a •103.1 .mo 43.9 El(TERIOR SASH C4e1em 6111 12617-14.516 ...0 -1wa .Mea -130.0 40.0 -1]0.0 .010 -120.0 "a -IAO 401,° •1090 4Ma 47.1 E.ERIOR (� HEIGHT ShDdt31 11.37/•1x.516 Imo •130.0 465.0 -IN.0 165.0 •,21.2 463.0 -121.0 .01,0 •121.7 .MO •113.2 .01,0 -100.1 rT r T.Ibel 30.017-41M4 40.0 •130.0 455.0 •115.0 Imo •99.7 .01.0 •93.9 .MO •93.0 463.0 -020.1 463.0 21.6 �1 St.rd.+dC V. 31.511-w 610 10.0 •IM.0 4M.O •130.0 101.0 •1230 IM.D -121.1 RASA -121.0 401.0 -09.9 .01.0 413 Egwl44. 75517.31.016 .M,O -130,0 IMA •1300 193.0' .130.0 .MA •130.0 1M.0 •119.9 .M.O 49.2 1Ma •18,6 JAMB, Q 6landerd PW- 25617-20.916 1630 _430 0 IMO •130.0 IM.0 -112.9 465.0 -120.4 465.0 -1x.2 .0.0 -91.6 463° 31,0 23 61 Cwlom glee 30.511.23.613 4°5.0 -130.0 163.0 -123.1 463.0 -101.9 .65.0 -1041 Im.a -1 N.I +6340 .93A .650 d7_I cwl9msu, 11.611.20.516 1ma -130.0 .65.0 -111.9 166.0 1 -Ml .01.0 9x,1 .01.0 29./ .55.0 29a 401.0 -0/.6 Cwlom file 14.517.MCC 4M.0 -1264 .M.O -102.2 .M.o 161 .65.0 22.4 .M.0 -79.6 .M.o 00.2 10.0 -7042 SILL O cwl-size 13.017-11,515 .M.0 .120.0 .65.0 -96.0 .65.0 i -026 .650 aha 40.0 065 40.0 •73.4 .65.0 .73.4 9hod.1 11,584•U.O4 IMa -No .65.0 .910 .M.01 •79.6 4M.. a3A lboo •73.6 .00 3..o 401.0 •70.0 T.Ib11 39.01/-41.614 468.0 -1300 101,0 -116.0 401.0 1 -99./ 463.° -939 .65.0 •93.0 40.0 31.9 I0.0 •71,2 cwbm Sl.e WIT-]9.610 4Ma •130.0 10.0 -124.2 .0.011 -INA 4M.0 -IN.. 40.0 AM1 .85.0 41.9 465.0 -743 E41 ms x,617-38.116 .0.0 -IM.0 4M •1211.0 .65.0 I -113.1 .Mo -1N.9 4Ma -109.0 .0.0 41,0 463.0 •730 76 C.(-SRI 32617-x016 IMA -130.0 4M.0 •119.3 .M-o -Iwo .Mea 49.9 .85.0 -Ma 4Mo 412 .6340 SIkW+d P.oAe,1 29511-x.019 .03.0 -1300 .01,0 -1055 40.0 1 -921 1m.a -081 .MA 46.] .Ma 35.2 .w.0 04.3 cmt mSizo 20.617.29.616 .Me -121.1 .010 •99.3 4M.0 1 -019 1650 •79,7 .M.. -16.9 40a -14.9 Oma 01.0 SM,1.1 26.619-29.610 .65.0 .1mil 463.0 .96.0 463.0 -0f.1 ImA 11.1 IMO .74.1 468.0 -71.9 .mea 411.9 SECTION DETAIL FOR WINDOWS WITH E-11. x.517.41.611 .0140 -730.0 .01.0 -100.5 Im.O -92.0 101.0 26.7 .Mea -06_3 163.0 21.0 101.0 000 LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 B, Cwbm Sne x.Mi•w.616 40.0 -,22.1 .650 -99a 463°1 .229 10.0 -79.7 .01.0 -70.9 1630 -11.9 .01.0 0141 3]4]x]0 vror,e x.010-x.016 .mea -117.1 401,0 24.9 I5a -796 .Ma .784 Ie50 .725 463.0 0040 .Mea aoa (REINFORCEMENTS SHOWN IN FIGURES 91.70 7, It 41.661 163.0 -117.1 .65.0 449 .01.0; .19.0 .85.0 -ID.1 103.0 026 4630 •7040 101.0 300 ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) 1 dppru,d 93 L'411npyrg pith III, Ftorlda u 31116 od6 Dao ' 1 \1111111 NOAH & \\` Cpl\t LYPlN 497 �' ReNsed By. Date: Rerielon: D 491 DAdt Pmdo41 !.qj C Rensed By: Dale: 809337011: 1'f f NOTES: 140.58705 _ 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME '"�'` - ® Description: Drawn By: OR INTEGRAL FIN. 1 U c1Y� DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. .J � <, •., �r 1070 TECHNOLOGY DRIVE RDs: Date: ��`�� „081301;.••'��;. N.VENICE, FL 34275 3)FOR HEIGHT DIES NSOTSHOWN,ION OUND U TO HE NEXT AVAILABLE WIDTHOR �T11��U��I/.��_�C\�`� (941)-480-1600 SINGLE .HUNG WINDOWhINSTALLATIDONv NI 05/15815 o. A,LYNAIMILLER,P.E. 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4- ,01602 +D-� '' .7912'GnlU r 1U�.�0-E_6NT 1.0.�]4-1-' 1iI-t- .0.71030 7.331"2.444" 2.444' 2.444' } ---1 1.340" 2.444' ► STANDARD EETING na RAIL RAIL REINFORCMT o�❑ �❑ , ❑ REINFORCEM '625" 1 A -CHANNEL FLANGE 1.375" FIN FRAME EQUAL LEO 1.375' FRAME SILL O FRAME SILL O SILL O FRAME SILL I 1 1.872' -►1 II{..- 1.641" O I T 1.215' j 2.100' _ 1.472" SII , �- 1.565' 0 1.630' 1.376' 2.176" {.. IL1i .65" !El 1.375" .9 I4' .590'U If I .355 .471' • •590' 347' -� 1.231" f - --►1 1.000' I� •035' ,060" •070' .050' - ,070' .050" FIXED ASH STOP 7/ LIFT RAIL LIFT RAIL BEVELED BEVELED ,4 MEETING RAIL 16 SASH RAIL 17 COVER E 18 SCREW COVER 19 INTERLOCK 20 INTERLOCK COVER 21 INTERLOCK 22 INTERLOCK COVER Approvcd pi cornplying vIW the Floridgg Oyldinblen e NOMI ��j NOAfI -L+�•�� I I \\\7 I4 1'/' ' Revised By; Dole; Ravfelon: A11aInl Upcl itof -�I .864" .301" .316' -►{ �-y- .300" \\�\ �I�p1Y LYN,1�^7�('',/i Oy_ -L III---LLL ,r:•• \ICENg� � 754" RaWcad By. Dole: Revision; . .7b0' 711 .035' .025' NO.58705 '•'Y ��-j ��-�O G 0-rlptfon: Drawn By. 73 IG BEAD 81 EXTRUDED 82 ROLLED I O y--7 C y WINDOW EXTRUSIONS J ROSOWSKI O SCREEN FRAME O SCREEN FRAME "�.�'•. S-Al F.O. .'•7V 1070 TECHNOLOGY DRIVE Till.: Dole: '�tCSI•'•�<ORIDP•,••',��4�: N.VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 (941)-480-1600 r rA/yYFl�ll LEFT,P.E. Sones/Abdel: Sc.le: Sneel: Growing No. Rev: 459705 CERT, OF AUTH. #29296 SH-5400 NTS 10 OF 12 MD-SH5400-01 I i TABLE 0: TABLE 8,CONT.: BIII of Material BIII of Material,cont, # Part# Description Material # Pert# Description Material 1 5201101 1 Single Hung Frame Head 8 Jam - -Cannel VC 45 720197 Auto Loc ec anism C Steel 2 620102 Single Hung Frame Head 8 Jambs-Flange ;PVC 48 72019889 Sweep Lock Cast Zinc 3 620103 Single Hung Frame Head 8 Jambs-Fin I PVC 47 72019586 Auto Lock Cover Assembly Cast Zinc 4 620104 Single Hung Frame Head 8 Jambs-Equal LeglBox I PVC 4B 76XI160PTX N6 x 1"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SH/DH Frame Sill-J-Channel ;PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 SH/DH Frame Sill-Flange i PVC 60 78X34PPA 96 x 314"PH.PH SDS(Keeper Screw SS 7 620107 SH/DH Frame SIII-Fin i PVC 61 420181 UR Beveled Tlll Latch Corner Key PVC B 620108 SH/DH Frame SIII-Equal LeglBox PVC 62 420102 L/R Pull Reil Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rall I PVC 63 7634PHFL :7 x 314 Ph.FH SDS(Corner Key Screw) SS 16 620129 Sash Reil(Sides,Top 8 Bottom) I PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover IPVC 65 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 56 720207 1"Till Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 AI 1 67 420186 Plastic Tilt Latch Finger Pull PVC 20 620144 IPull Rall Interlock Cover I PVC 6B 720182 Metal Till Latch Finger Pull Cost Zinc 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Corner Key PVC 22 620145 Beveled Interlock Cover I PVC 00 720206 Phrot Bar SS 23 620150 Light Sash Reinforcement 6053 T6 All 63 720191 Sash Pull Handle Coal Zinc 25 620152 HD Sash Reinforcement 6063 T6 At 84 1 720194 ISash Pull Handle With Latch Assembly Cast Zinc 26 620153 Standard Meeting Rall Reinforcement 6005 T5 AI 65 77834FPT 1#8 x 314"Ph.FH SDS(Pull Handle Screw) SS 27 620154 HD Meeting Rall Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 77851313 #8 x 6/8"Ph.FH SMS(Strike Plate Screw) SS 31 BQ300 IWeatherstrip,.190"x.300'Foam Bulb Flex PVC 73 720135 I.G.Bead PVC 32 61719 Weatherstrip,.167"x.220"PolyPile 74 Beckbedding,GE 7700 or Dow 791 Slllcons 33 61825 Wealherstrip Plug,.220"Finseal 76 71646N Setting Block(718"x 1"x 1/8"),85+/-6 duro. EPDM 35 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 76 Quanex SuperSpecer nXr with Hot Malt Butyl Composite 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 77 Quanex Durassal Spacer Composite 37 71669SP Meeting Rail Screw Support Plate 6063 T6 All 70 lCardinal XL Edge Spacer Composite 38 720210 Weep Hole Cover I PVC 80 61012 Extruded Screen Frame Alum 40 720XX00X Constant Force Balance 81 61011 Roll-Formed Screen Frame Alum 41 NB x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 62 7CKGL821 Screen Corner Key for Extruded Frame PVC 42 Spiral Balance. 83 47042 Screen Comer Key with Pull Ring PVC 43 720205 Spiral Balance Shoe INylon 84 47041 Screen Caner Key without Pull Ring PVC 44 78XI14FPAX#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) 410 SS 85 7CASPM Tension Spring SS 86 6181BC48 Screen Cloth Fiberglass 87 61636/61814 .140"Screen Spline Machine/Hand Rolled) Vinyl I I i Apprm•cJ m coinplyiagµl� Flor1J B IdIn�C�dc j Illlr JE �y 9na Revised Dare: \\\\,w�pp1Y•„1 h,y'//iii, 01'� ReHelon: 1r11aml Dade Pradotl Conlrtil ,r,.''1�crals.F•.•l�. ny�,y� ;!r,� '•� � Ravfasd Dy: Dote: Revlaron: No.587o5 'Y7 _ ® Deecripllon: Dm-fay: rt-1- BILL OF MATERIAL(BOM) J ROSOWSKI S7AT Ob •'' 1070 TECHNOLOGY DRIVE TRI.: DO.. NOTES: t .. ..R..... •' �C,: N.VENICE, FL 34275 % (-4���''�, (041)-480-1600 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. A.�LYNIV.IIL(.R,P.E. S.6-1Model: Scare: Shea: Drowlnq Mo. Rev. 2)ITEMS 0 9-13.15,24.28,29.34.39.61.62,68-72 8 79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p.E.N 58705 CERT. OF AllTH. d2B2B8 SH-5400 NTS 11 OF 12 M D-S H5400-01 i - OPT.SWEEPLOCK +� qg E 48 OPT.AUTO LOCK ii! 76 20 4Fj OR 58 = 48 85 flR 52 ( ,; 45 i 55 84 OPT.PULL RAIL I Q( 22 82 ORa 19 INTERLOOVER CK 3 87 i .bb 50 i I 435 88 I 1 GPT. = BEVELED O MITERED FRAME WITH '•,n 21 INTERLOCK INTERIOR AND EXTERIOR FRAME WELDS 73 X4 � I ��tanr E ki I',•. 73 X4 v 1a CI.� 53 1, 80 OR@ t •• 44' > 14 A.t.T pCt1•_ ... I• 60 SCREEN MYOP LNLE ASSL 64 WTN 0 DETAILS _40 CONSTANTFORCE 65 is 62 OR 83 BALANCE _ OR OPT,PULL 40 OR 43 j 42 43 SPIRAL BALANCE CANDLE 63 67 MITERED FRAME WITH j SASH INTERIOR AND EXTERIOR -• FRAME WELDS 37 ASSEMBLY ss "' 3s DETAILS F�, r," /' EXTERIOR 53 13 69 i •:_..._..._.. HES 70 53 i n=iru c as a >i}44g w!b ii=4 _-....__._.,$ALANCE uuri D=dtng ode a .: O I c AM FRAME 1Y LYAlry 77i Revised W. Dole; Revlslon: 07LsmII Uade�trol op ASSEMBLY DETAILS )f )� R,,Wd Dy: Do la: Rev slon: ^ I'•'D.SR05 Drawn Descripikrt: DY' EXPLODED ASSEMBLY J ROSOWSKI EXTERIOR'.• S FA E •••11%-•= Dole: NOTES: �^ •, U(" �V," 1070 TECHNOLOGY DRIVE Title: %��S •<ORtUA,.-•';� N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-N( 05!15!15 1)SOME PARTStOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. i�S� „�Co^�� 2)J-CHANNEL FRAME SHOWN,PARTS p i 8 5.OTHER FRAME TYPES APPLY. �ii7 j�n1l11.,(;,� �, (941)-460-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 86 7. SeNeafMode=: Scute: Shoot: Oroxing Na. Rev: 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.L11t.)t�tilltlER,P.E. CERT. OF AM. 129286 SH-5400 NTS 12 OF 12 MD-SH -01 P.E.H 58705