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HomeMy WebLinkAboutProduct Approval i L E C 0 M IAM I•DADE R CN E D MIAMI-DADE COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RES( EJ(i1 11805 SW 26 Street,Room 208 i BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) ��� sours Y, FL www.miamidadLgov/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. ESCRIPTION: Series"5400=awingg�No.M�D-S Windo�titled I. PROVAL DOCUMENT: 00-01 "SingleHung Window Installation-NP', 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, 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 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.15-05 9.06 MIAMI DA®UN7Y f 20l!"✓ Expiration ate: July 30,202 l ppro u y 0,2015 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5400-01 titled"Single Hung Window Installation-NI", sheets 1 through 12 of 12, dated 05/15115, 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 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51h 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 E. m' er NOA No. 15-0519.06 Expiration Date: July 30,2020 Approval Date: July 30,2015 E-1 i i PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS(CONTMED) 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-51h Edition (2014),dated May 15,2015,issued by manufacturer,signed and sealed by Anthony Lynn Miller,F.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 Pe 544Pip. Product Control Eami er. NOA No.15- A6 Expiration Date; July 30,2024 Approval Date: July 30,2015 E-2 a ANCHORAGE /-� ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28.118'MAX.O.C. 21-518 FOR ARCH-TOP RADIUS-TOP _ 64'MAX.BUCK WIDTH MAX.O.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT NOT RATED FOR HEAR(SALL '�� 1 _ �( 30" _ 12'MAX. f/ / WINDOW TYPES) LEVEL,SEE SHEETS 6.7 IMPACT RESISTANCE RFRAME SEAM SEE WINDOW TYPES) SH&EET3 - 1 MAX.D.C. -[ 52-1/8'MAX.BUCK WIDTH A.SEE '—'t'� 12' 10'MAX.FROM �— SEE SHEETS l i 1-1/4" B,SEE FRAME SEAM D.SEE 8&9 I ji SHEET 3+- - 30'MAX.O.C. �I..- —12'MAX SHEET3 FIXED VISIBLE T 5H£ET4 T LIGHT WIDTH _ B,SEE30'MNC.O.C.-►��_ T —I� 12'MAX. C,SEE r--- - A,SEE FET3t — 12"MAX. SHEETS SHEET4i SHEET3+ FIXED / EQUALLY VISIBLE/ LIGHT 17-7I6'MAX.O.C. A,SEE 12'MAX, / EQUALLY 17-7/8'MAX.O.C. SPACED �— SHEET 3'� ANCHORS PER HEIGHT EQUALLY SPACED / TABLES 8&717-7/8°MAX.O.C. A CHORS PER 91.78" SPACED ARLES 687 O / O / MAX. ANC 0 / 62' QI I / B CK 4" BUCK TABLES6d7 MAX, — HEIGHT �— _F_ HEIGHT BUCK AS SHOWN B CK 10'MAX.IO.C. 91.78- X 10'MAX.O.C. HE HT X 4 D.C.MAX.O.C. X 4 - y HEIGHT I X Q (MAX.) _ � _ ll — LJ �1 1i- MAX.) -_-- ------- L.__._._ 13.314"MAX.O.C. EQUALLY 13-3/4°MAX.O.C. EQUALLY SASH 13.314"MAX.O.C. EQUALLY L__—/ / SPACED SPACED VISIBLE �_ SPACED —� SEE - •� A CHORSPER ANCHORSPER LIGHT TABLES SPER / + SHEETS JJ � C TABLES 6p&7 _--�-�- 1 'AB / A I TABLES 6&7 / HEIGHT A I 1A 8&9 8-1112' 6.1112'MAX. t 'MAX. _ NO ANCHORS AT SILL \-- __ NO ANCHORS AT SILL B O ANCHORS AT 91LL Ir SEE SILL WEER D -' 1.1/4" SEE SILL WEEP- S Ir SEE SILL EP- B —• SASH VISIBLE SEE SILL WEEP- 64'MAX.BUCK WIDTH -�1" NOTCH DETAILS, NOTCH DETAILS, 64'MAX.BUCK WIDTH -�{ NOT TAILS, LIGHT WIDTH NOTCH DETAILS, SHEET3 SHEET4 T3 SHEET3 ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEUPROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75'HEIGHT SEE TABLES 6&7 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 6400 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. 3)FOR MASONRY APPLICATIONS IN MIAMI•DADE COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. GENERAL NOTES.........................1 4)ALL WOOD BUCKS LESS THAN 1-1/2-THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE.WOOD BUCKS ELEVATIONS.................................1 DEPICTED AS 2X ARE 1-1PPTHICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNEDAND SECURED 70 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 LEGIBOX.................3 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. INSTALLATION,INTEGRAL FIN 7)DESIGN PRESSURES: &J•CHANNEL......................4 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E1300. GLAZING DETAILS........................6 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL TESTING AND GLASS PER ASTM E1300. DESIGN PRESSURES...._.............6,7 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESISTTHE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN USED IN ANCHOR QUANTITIES.................8.9 THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR 7HE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS EXTRUSION PROFILES................10 SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. ASSEMBLY&PARTS LIST...........11,12 Approved as comply Uwith tlN 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. Flodds sl 1ngC'a 10)REFERENCES:TEST REPORTS FTL-7964;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGREGATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZEA.IGHTER SHADES OF CAP Dnte COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSUAF&PA NDS&ALUMINUM DESIGN MANU NOAN 3 �j - 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. \\ Revised By: Daft Roviolon: Mlaml Doda Produc�tCy� ,\ �N�LYNN hq/� � 5j USER INSTRUCTIONS: ` �,•'•\,\GQNSI• ;( Revised By: Dote: Revision: 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2O 3 ACCORDING TO THE INSTALLATION CONDITIONS. 58705 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN = \� No. -' ® DeeaRplion: Drawn OF. PRESSURE FROM TABLES 4 OR 5.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - : 'Utz. GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES B OR 7.VERIFY THE ANCHOR(SUBSTRATE WILL MEET REQUIREMENTS •'• -7 ATL OP :• 1070 TECHNOLOGY DRIVE Ri/e: Date FOR YOUR OPENING'S CONDITION FROM TABLES2OR3,ANDTHATALLMIN.REQUIREMENTSFROMTHISSHEETSETAREMET. �.p • �' SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU•FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. %�iC`•'• PLO N.�� N.VENICE, FL 34275 "' 6;9 -0NP4�e`� (941)-480-1600 NOTE:OESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL,FLANGE, ��� Sodas/Model• Saale: sheet, Drawing No. Rev. INTEGRAL FIN OR EQUALLEG/BOX). a(111'NNMIL ENP•E' CERT. OF RUTH, #29298 SH-5400 NTS 1 OF 12 MD-SH5400-01 P.E.N 66705 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Dest nPressure Types Options ConAga Shapes Installation Options that maybe used Type Table# Sheet# (see Fig B) (see Table 1) (see Fig A) (see Fig C) 1 3/4"I.G.:1/8"A Exterior Cap+112"Air Space+1/8"A Exterior Cap 4 6 ....Into 2X Wood Frame/Buckstdp-sheet 3,option 1 Equal-Ute, Square/Recl.,Throu h the frame ....Into Concrete/CMU-sheet 3,option 2 2 3/4"I.G.:1/&'T Extedor Cap+1/2"Air Space+1/8'•T Exterior Cap 4,5 6,7— Flange 1-4 Ode9Predew Arch-Top 8 e of the window 3 3/4"I.O.:3/18"A Exterior Cap+3/8"Air Space+3/16"A Exterior Cap 4.5 6,7 GLAZING NOTES: (#2) &Cottage Ramus-Top .... ,,,,through 1XBuckstdp into COncrele/CMU-sheet 3,option 3 'A•-ANNEALED .,,.into Metal-sheet 3,option 4 4 3/4"I.G.:3/16"T Exterior Cap+3/8"Air Space+3116"T Exterior Cap 4,5 6,7 "r'=TEMPERED Into 2X Wood Frame/euckstrip-sheet 3,option 1 Box/ Equal-Ute, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 Equal-Lep 1-4 Ode9Prmtew Arch Top& of the window. (#4) &Cottage Radius-Top ••�•• ••••lhrouyhlXBuckeldpInto Concrete/CMU-sheet 3,option 3 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ....Into Metal-sheet 3,option 4 • Min.Edge Min. MIN.OF 3 THREADS Through the ....Info 2X Wood Freme/Buckaldp-sheet 4,option 5 Group Anchor Substrate BEYONDTHEMETAL Equal-Ute, Square/Rect., Distance Embedment' SUBSTRATE.FOR .-Channel Integre/An...... .-.•Into Metal-sheet 4,option 7 STEEL STUDS, 1-4 OdeUProHew Arch-Top& P.T.Southern Pine(SG=0.63) 7/16 1.9/6' (#1) &Cottage Radius-Top Through the frame ....Into 2X Wood Frame/Buckslrip-sheet 4,option 6 #10 SMS Steel,AW 316" 0.050" MIN.Fu=45 KSI& or the window...... ,,,,Into Metal-sheet 4,option 8 (steel,16-8 S.S. MIN.Fy=33 KSI. Steel Stud,A653 Gr.33' 3/8° 0.0461'(18 Ge,) Through the ....Into 2X Wood FremelBuekalrfp-sheet 4,option 5 or 410 S.S.) "UNGROUTEDCMU' Equal•Ule, Square/Reel..IntegralIn...... A Aluminum,6063-T6' 3/8" 0.050' Integral Fin Into Motel-sheet 4,option 7 VALUES MAY BE 1-4 OdeUProvtew Arch Top 8 (#3) P.T.Southern Pine(SG=0.65) 7/16° 1.318" USED FOR GROUTED &Cottage Wus Top Through the frame ....Into 2X Wood Frome/Buckslrip-sheet 4,option B 3/16"steel Ultracon Concrete(min.2.85 kel) 1" 1-318" CMU APPLICATIONS. of the window...... ,,,,Into Metal-sheet 4,option 8 Ungrouted CMU, ASTM C•90) 2-112" 1-1/4° #12 SMS P.T.Southern Pine(SG=0.55) 9116° 1-3/6' FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES B (steel,18.6 S.S. Steel,A36' 3/8° 0.050" or 410 S.S.) Steel Stud,A653 Gr.33• 316° 0.0451'(18 Ga.) 0.063' C 1/4"steel Uitracon nconcrete(min.2.85 ksl) 1"" 1� %/ 2 D 4 ti 1/4"steel CreteAex Concrete(min.3.35 kal) 1" 1.314' BOX OR 1/4"steel Ultracon Concrete(min.2.85 kei) 2-1/2' 1314° f� FLANGE EQUAL- 11411 1/4"steel Uitracon P.T.Southern Pine(SG=0.65) 1" 1-318° EQUAL-LRE ORIEL COTTAGE 114"steel CreteAex Concrete(min.3.35 ksl) 2-112" 1,14" D 1/4"steel CreteAex Ungrouted CMU,(ASTM C-90) 2.1/2" 1-1/4" FIGURE C:FRAME SHAPES P.T.Southern Pine(SG=0.55) 1" 1-3/8" -BUCK WIDTH BUCK WIDTH{----{BUCK WIDTHI+ 1/4"steel Aggre-Gator Concrete(min.3.275 ksq 1-112" 1-318" P,T.Southam Pine SG=0.55 1' 1/4'steel Aggro Gator Grouted CMU,(ASTM C 80) 2" 0 / T 1 AL? INTEGRAL O = O x T J•CHANNEL FIN EXI al 5 co 1 1.. 1 TABLE 3:ALLOWABLE ANCHORS THROUG THE INTEGRAL FIN RECTANGULAR RADIUS-TOP ARCH-TOP Min.Edge Min. WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY Group Anchor Substrate Di6tance Embedment' BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING Approved aseomplyloaWth 00 DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Florids)3ulllfi E 2-1/2 X.131"Gammon Nall P.T.Southern Phre(SG=.55) 3/8' 2-7/16' THE TABLES ON SHEETS 6.9. Bs1e 2-112"Rin-shank among Nail P.T.Southern Pine(SG-.55) 318' 2-7/18' tt n // Revreed By: Date: Ravi ran: NON/ - (G g ) \\\ /// e1WmlD.�P"ruod.". P.T.Southern Pine(SG-.55) 1/2° 1.318' ``\�. 0\,I\(..LYNN tl�!/,�' #10 Trussheed SMS �10EN 11y,- (steel,18.8 S.S. Aluminum,6063-T6• 318° 0.050" ''rQ ,Fp �' YRevfeed By: Dale: Revlalon: Steel Stud,Gr.33' 318' 0.0451'(18 Ga.) or 410 S.S.) •MIN.OF 3 Z � No.50705 •' F Steel,A38• 318' 0,050' - : Drawn t7y: THREADS BEYOND - - ® aPO°° P.T.Southern Pine(SG=.55) 9/16• 13/6° THE METAL -v ; / c = GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI #l, SMS Aluminum,MITI 316' 0.063' SUBSTRATE.FOR '%D : ATt �7 CY (steel,18$S.S. Steel Slud,Gr.33' 318' 0.050' STEEL STUDS, :U '•, STA 1070 TECHNOLOGY DRIVE IIus: Dote. or41oS.S.) MIN.Fu=45KSI8 (� '•.e<ORIUP,,•'' \a� N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 Steel,A36' 3!8' 0.050' MIN.FV-33 KSI. �i ss�O........`NC9�\•� (941)-480-1600 Sarfsa/Mod°I: SeaH: 1--2-': hea: Dmwtny No. Rev. //N.,yrJ1 MII,y9R,P.E. CERT. OF AUIH. #28296 SH-5400 NTS 2 OF 12 MD-SH5400-01 p, k'aa705 � INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 INSTALLATION ANCHOREOTHROUGHFRAME ANCHORED THROUGH FRAME AND IX OPTION I DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRE716JCMU. ANCHORED THROUGH EDGE DISTANCE SEE NOTE Z THIS SHEET. MBEDMEN FRAME INTO 2X WOOD EMBEDMENT FRAME OR BUCKSTRIP. 114'MAX SHIM 16 114*MAX SHIM SEE NOTE 2,THIS SHEET. EMBEDMENT T- 01 18 SASH VISIBLE 17 EDGE FLANGE FRAMEFH— EDGE 0 SHOWN DISTANCEDISTANCE 44 BALANCE ❑ 1/4•MAX .. TYPE VARIES ANCHOR SHIM TY •ANCHOR PE, 44 WITH SASH (;L MBE ENT WEIGHT 64 PE, TYP.ANCHOR TYPE, EDGE 30 EMBEDMENT AND EDGE BEOMENT DEDGE DISTDISTANCE PER SUBSTRATE, I ANCE PER SEE TABLE 2,SHEET 2. SUBSTRATE, U IRATE, SEE LE 2,SHEET 2. DISTANCE S Is RIOR 11TANCE E BLE 2, 87 c SHE T2. FIXED 20 PT.SASH TOP r- FIXED VISIBLE 4 VISIBLE 11 VI LIFT RAIL FLANGE LIGHT WIDTH LIGHT zl-� FRAME 2 4 EQUAL HEIGHT FOR AIL WINDOWS: N ES: SHOWN I DUCK VIRDTHLEGIBOX FRAME 49 481 ANCHOR @ 3.W FROMENDANDAT 1)us HORIZONTAL SECTION A-A SHOWN 21 CENTER. SUBS 22 FOR WINDOWS ANCHORS LISTED LE 2, SHEET 2.FOLLOW EMBEDMENT AND 73 OVER 36'WIDE; EDGE DISTANCE LIMITS,ANY DADE APPROVED MULLION,FSO COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD, ADD—ADDITIONAL INSTALLATION OPTION SHOWN MAY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2.SHEET 2. 14 45 46 47 SCREWS @18.318" 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. 114-MAX BUCK 50 16 BOTTOM LOOKS.' 2)MASONRY ANCHORS MAY BE SHIM 10 OR#12 STEEL HEIGHT ADD ADDITIONAL --<1i ItI-o 1/4'MAX SCREWS @ 8-3W USED INTO WOOD AS PER TABLE 2, 7=] SELF-DRILLING SHIM 85 30 T-- FROM END. SHEET 2.ALL WOOD SUCKS LESS SMS(GS).SEE THMI-1/rTHICK ARE TOSE TABLE 2, SASH CONSIDERED iX INSTALLATIONS.Ix SHEET2. EXTERIOR VISIBLE WOOD SUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD SUCKS 86 Is DEPICTED AS 2X ARE 14tr THICK OPT. USE EITHER OR GREATER.IX AND 2X BUCKS (2)1' 81 as LATCH OR (WHEN USED)SHALL BE DESIGNED INTERIOR 31 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO TESTED UNIT FLANGE )EA L EQUAL THE STRUCTURE.WOOD BUCK Eq WEEP FRAME LEG"AL LOCATION:6-518, DESIGN AND INSTALLATION IS THE �OX NOTCHES AT so FROM SASH END, RESPONSIBILITY OF THE ENGINEER SHOWN FRAME EACH END. SHOWN OR ARCHITECT OF RECORD. EXTERIOR 8 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT 15 EQUAL-LEGWIBOX 67 OPENING)IS MEASURED FROM OPTION 4 OPTION 4 114"MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Florida 0 if Iip)xavtd as cap FRAME SHOWN FRAME INTO METAL FRAME INTO METAL Date NpAd Revised By. Date, Roylaton: and adacDc X 1.25" • WEEPHOLE NO ANCHORS BY. REQUIRED IN gy. vele.7— Rowelon: W/COVER @ VISIBLE LIGHT FORMULAS c 2.87'FROM FLANGE OR EACH END. EQUAL-LEG WIDTH 5$705 FRAME SILLS @SASH:BUCK WIDTH-6.1/2" DescrIpilm jDmwn W @ FIXED LITE:BUCK WIDTH-4-3fW T Of FLANGE&EQUAL-LEG/BOX FRAMES I J ROSOWSKI HEIGHT(EQUAL-LITE) SAT Ot' -:1 1070 TECHNOLOGY DRIVE 77110. Date., VERTICAL SECTION B-B BUCK HEIGHT/2-3-15/16" N.VENICE, Fl. 34275 ,,,%' PLOR%D SINGLE HUNG WINDOW INSTALLATION NI 05/15/15 (941)-480-1600 surfasluadef. Scots omwkg NO. L �4 ilvdA,P1. P.C.# 7 CERT.OF AM.#29298 SH-6400 NT MD-SH5400-01 jRw- . 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 � I 2X WOOD FRAME OR SUCKSTRIP.SEE INTO 2X WOOD FRAME OR I.. - EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT -- NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. FIN INTO 2X WOOD FRAME OR O — 1/4'MAX SHIM 114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET, TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH 0 FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. D --- - -- -- -----� T (SCREW SHOWN) 44 BALANCE EMBEDMENT f TYPE VARIES ---- - -- --- 1!4"MAX S TY 42 WITH SASH Q 1 LCJ EMBEDMENT AN PE, DISTANCE IRI WEIGHT 30 EMBEDME PER SUBSTRATE, -I II�� 31 (� a DISTANCE PER SUBSTRATE, LJ L1 SEE TABLE 3,SHEET 2. EXTERIOR � TYP.ANCHOR TYPE, 18 (NAIL SHOWN) �D�Q 87 INTEGRAL EMBEDMENT AND EDGE 15 O —_I FIXED VISIBLE 3 FIN DISTANCE PER SUBSTRATE, FIXED 19 20 OPT.SASH TOP —I LIGHT WIDTH FRAME SEE TABLE SHEET 2. J•CHANNEL SHOWN (NAIL SHOWN)) VISIBLE LIFT RAIL FRAME 1 LIGHTSHOWN HEIGHT I FOR ALL WINDOWS: NOTES: BUCK WIDTH 1 ANCHOR @ 3.55' 49 48 FROM END AND AT 1)USE ONLY HORIZONTAL SECTION C-C a 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 8 3 73OVER 36'WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. i 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY SHIM � � MAYBE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLES 2 8 3 SHEET 2. 45 48 47 SCREWS @16.318' INSTALLATION OPTION SHOWN MAY 14 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK BOTTOM LOCKS: #10 OR#12 STEEL 114"MAX. HEIGHT 50 a 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF'DRILLING SHIM SCREWS @ 8.31W USED INTO WOOD AS PER TABLE 2, SMS(G5�SEE 85 -�30 FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLES 2 8 3, D THAN 1-1/2'THICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS. EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT USE EITHER UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS LATCH(SHOWN) DEPICTED AS 2X ARE 1-10 THICK 86 16 OR BOTTOM OR GREATER.1X AND 2X BUCKS OPT. LOCK(SHEET3). Q i 85 (WHEN USED)SHALL BE DESIGNED Q I (2)1" 81 30 63 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN AND/OR INTERIOR 31 LOCATION:6.5/8' TO THE STRUCTURE.WOOD BUCK FLANGE REMOVED WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END. 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. (ALSO REFERRED TO AS DAYLIGHT OPTION 7 OPTION 8 approved u tainplyfngwl161ds 1/4'MAX OPENING)IS MEASURED FROM ANCHORED THROUGH FRAME INTO Floafda to' ugC BEADING TO BEADING. ANCHORED THROUGH Dele I INTEGRAL FIN SHIM METAL INTEGRAL FIN/FLANGE REMOVED FRAME SHOWN �� INTEGRAL FIN INTO METAL ( NOAM T Revised W. Odle: Ralston: M rel dt P dvv 38 WIC0 REPHO@ 2.8T I ��\\\j��ON�\CEN 44/((���i� BY- FROM EACH END. VISIBLE LIGHT FORMULAS Relsed W. Dale: Re n: 7YP.ANCHOR TYPE, - �t No.58705 PJAEDGEI.TANCE WIDTH EMBEDMENT AND EDGE = Omwn DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH.64W �( ® o"odpllon: I SEETABLE 3,SHEET2. —►1 EMBEDMENT @FIXED LRE:BU CK WIDTH-4.3/8' '.-D'•.A. Lr.� J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREWSHOWN) `� 718 �" '• INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT/2-HEIGHT L3.15N8' ��� �LORIDP..' \� 10N.VENICE,70 Title: 05 F�•. ��, SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 ANCHORED THROUGH INTEGRAL FIN ���� (941)-480-1600 Swiss/Model: Smle: Sheet: OrowingNo. Rev: INTO 2X WOOD FRAME OR BUCK- t LNNN MRLR,P.E. STRIP.SEE NOTE 2,THIS SHEET, P.Ep5B705 CERT. OF AUTH, #29296 SH-5400 NTS 4 OF 12 MD-SH5400-01 3/4'NOM. —+{ 314"NOM. 3/4'NOM. 3/4'NOM, 1/8"A GLASS 1/8"T GLASS I 3/16"A GLASS I 3/16'T GLASS 1/2"AIR SPACE 1/2"AIR SPACE 3/8"AIR SPACE 3/8"AIRSPACE---) 118"A GLASS 1/8"T GLASS 3/16"A GLASS----\, 3/16"T GLASS aEXTERIOR a EXTERIOR 16 a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER SUPERSPACER SUPERSPACER SUPERSPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER OR CARDINAL SPACER GLASS TYPE 1 GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 12"NOM.GLASS 78 OR 77 OR 78 817E TYP. 73 74 31 EXTERIOR 76 a 38 30 Approved as ca;ap171aQw11>!tb1 �Q❑ l7or;Idau,.,,".915�, ��+1u1111lr, Unt\,rON........u"MyMQi,�� Revleed By Oate; Rarlslon: NO �1cENSE FP � ,• Revised try.- Dab: Revision: TYR GLAZING DETAIL =": No.50705 l ® Oesedptlon: Ore we By: s7A GLAZING DETAILS J ROSOWSKI %N%. F P.•'\`­ 1070 TECHNOLOGY DRIVE Title; `S/ LORID �`G, ` Dab: GLAZING NOTES: �, s ''•••••••••'' � . N.VENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 'A'=ANNEALED i,//0NA1_ ��� (941)-480-1600 SeAee/Modeh scale: Sheet: 'win' No. Rw: 'T°=TEMPERED A.LYNN MILLER.P.E. CERT. OF AIITH. #29296 SH-5400 NTS 5 OF 12 MD-SH5400-01 P.E.d 66705 5011450BMh 188.01314 Poslgn Pressure(IDsIO) 0sa'd RWO. WlndOwfWhWdth n fLIM.UwI 070641 00040 Po M1 70 60 32 36 /0 qs 52]75 236 EgN6. MOM •50.0 400.0 Imo •iW.O •500 -loom •50.0 •100.0 •me -100.0 .500 49.0 ♦No 420 SlWDV6C011p. 14D1T-15.670 •50.0 •1000 460+0 •1000 +W.e -lWA .W9 .1010 •50.0 40DO .60.0 47A 450.0 -90.0 26 Equal" 11-063.11616 +60.0 -iWA 4WD -100.0 - .0 •100.0 .50.0 -IW.O •500 .100+0 150+0 •1500 •00.0 47.1 61WW1d Ptw0,r 11.]77-11602 +500 •100.0 450.0 •1060 +50.0 -1500 •500 •100A •00.0 •iWA +50.0 •1000 .900 44.0 Tu41 23517-26200 •50.0 ADDA 150.0 •100.0 450.0 -1500 Imo -iWA ♦MO •1500 4WD 4513.0 •500 •77.9 61u dCWlopo 26.950.23016 ♦50.0 -iWD 460.0 •1000 •ne -1060 400A •1500 •500 -iWA ♦MO 60A •50A .78.1 t� 37.375 Eg10101e 17+017.2625/ #me -two 160+0 •iWe 600.0 -Iwo 060.0 •100.0 450.0 •10011 +50.0 -me +60.0 •i6A 61..W0P .1600 14.017-17.510 ♦500 4W.0 .500 •100.0 no •100A •me .1WA Mo •1500 .500 -642 .50.0 •702 chmm 11.377.143M 450,0 •1060 4004 -100.0 400.0 •ODA •500 •100+0 450.0 •100.0 +500 453.0 Imo •736 T.0w1 27.653.31.911 450.0 •100.0 +500 •1500 40.0 -1000 .500 41.0 .500 49A .500 '70.0 •500 -71.0 Cu1.m61w 26.017-27662 +500 -1=0 ♦eau .100.0 4600 •IWA .50.0 -100.0 •500 .1000 .500 6x3 .5011 •73.9 a HEADER BI.mW4 Coope 23.617.26,516 450.0 •100.0 +50.0 •100.0 4500 400.0 450.0 •100.0 +Me -IWA IWA -790 •90D •769 44 Eq m. 20.517.Mia 150,0 -1000 + 0 -100.0 .660 •100.0 4 -1020 ♦500 -10A +600 -78.3 4904 •702 79.0145P.Mi 17A17•m016 •50.0 •100.0 +500 -100.0 Imo 4MO 4140 •1000 ♦500 •700+0 460.0 -705 Ind •70.1 WIOm Stte 1461T-17.610 •00.0 •100D 4560 •Imp .50.0 -100+0 .90A 400.0 .500 •iWA 650.0 49.5 .500 -712 511.0.1 11.371.14516 0504 •100.0 *WA •1500 +50.0 -IWA 400.0 •100.0 450.0 •91.1 •60.0 460 .500 •710 ww 311111-36.911 450.0 •100.0 •00.0 •1500 4500 -506 150.0 10.3 +500 492 •00.0 -74. .50.0 .1 m.d.dwp. 26.O1r-ROe2 .50.0 -1WA .50A .100.0 450.0 .1000 .mD •1000 .500 •00.4 .WO •73.6 .500 45.5 MEETING RAIL F."149. 26.017.26A16 150.0 •1WA •500 .100.0 4500 .10.0 .50.0 -105.0 .500 472 460.0 41.0 •500 Wo a O 49 Sud.d PlwMw 11.517.26.510 450.0 .100.0 460+0 -1000 450.0 -100.0 ♦90D •1004 •me 47.1 .60.0 .71.9 +NA 41.0 23 WI.m6w 1/+021.17.615 4WD •10010 •500 .1 0 4WD •100A 4WD •100.0 Imo 420 •50.0 •70.3 !We -00A 26 0 Wmm6 12617.14616 .50.0 .1000 •500 -100.0 •50.0 4WD .60.0 403 .500 67.5 400.0 •73A 190.0 4" o ShAnl It377.12.010 +500 .100A *We •100.0 .500 460 .50A A3b +500 65.7 •500 •722 •50.0 6145 T.Ioel 33206.32630 .50.0 •1000 -50 45A •500 643 .50D 6x2 .660 61.9 .660 •716 +500 -we 0 a O Coupe 26-017-33.507 +60.0 •100.0 .600 •100. .500 AWA + .0 -100.0 •500 470 IOOD •71.1 1500 453.3 26617.25818 +50.0 -lCOD +500 -100.0 450.0 •100.0 - .Me 616 +me •725 .500 66.1 23 /96213 �' 6 817.23616 ♦ .0 -100+0 • •00.0 _70- -t ♦00.0 -100.0 00.0 0 ♦500 032.0 140.0 456.1 SIWWd ROAM 17817.25616 450.0 400.0 160.0 MOD 4510 4WD •60.0 400 .50D •73.7 •500 63.6 EXTERIOR SASH WI9411611. 11.517.17.616 400.0 •100.0 400.0 -100.0 ♦00.0 -100.0 450+0 49.0 •WO 690 ♦WA •761 +WO 67.1 EXTERIOR 4 HEIGHT Wnm 600 12+017-mm two -1000 +60.0 400.0 150.0 43.7 +50D 42.5 +500 653 460A •722 450.0 67.3 (v'I ahWlwl 11.377.12616 450+0 •1500 +50.0 408 150.4 467 Imo 67.0 +500 610 160+0 690 600.0 640 jF1 3.1 m.MT-4IM4 •WO •100.0 •60.0 6x6 me -71.2 •600 60.6 •600 67.1 4500 -ml .500 662 C011pe 31,517.M516 .50.0 •100.0 +60.0 422 IWA •663 •50.0 600 •500 -MA .500 642 +00.0 4566 JAMB O +Hl. 25.511.31.616 .50.0 •011.0 +50.0 -1500 •00.0 •1060 .50.0 46.7 4500 •5,7 +500 637 .me 23 R.dee 2+0617.26415 •50.0 -100.0 +600 46.7 .50.0 -01.8 600.0 480 450.0 6111 +We 456+0 .We 67.5 02 aa. 2MIT-23516 .0.0 -IWO .50.0 403 0me -27.0 .mo •740 +500 •136 450.0 646 ♦500am 17517-2615 .5011 47.3 +504 •790 460.0 45137 aWe656 +1411612150+0 600 +see 46.0SILLQa01 14.017.17616 1500 69.6 +500 •730 .50.0 610 .50.0 -no +500 670 .600 68.0 450.0 62SW 13017.14.610 +90.0 -05.1 +50.0 40.0 .60.0 49.0 .60A 6011 4500 146 .500 62A .500 616lmt 1lJM•13A40 460.0 •017 +50.0 67.5 +EDO 61.0 450.0 619 +me 41A 150.0 60.0 .ND 6011I 39017.17 4WD -0000 •50.0 6x6 •me •712 . ,0 666 +500 457.1 .500 406 .w.0 Wo Stt6 371,517.39616 •IID •1 0 460.0 4567 •500 •77.6 4500 •1011 +WO •74.1 +500 60.7 150.0 67.1 YOI. m.M7-50-01450.0 Awo •We 420 .500 408 +500 •765 450.0 •77A 4600 60A 190.0 62A 75 SW4 3x.517.3AM •50.0 -iWA +50.0 4553 +504 •740 •60.0 714 .no .702 .500 602 +600 620 PWNwt MB17.22AIe +50.0 •04.6 •WA .77.6 .500 463 •504 632 ♦500 61.8 +W.O 492 .500 410 6. ,517.29516 4500 -97.x .ND •1.0 .50.0 66o .o 459 +mo .54.13 t50o 436 41.13 SECTION DETAIL FOR WINDOWS WITH .1 20-016.26416 +50.0 66.0 •500 -0910 .500 451 460.0 630 ♦660 63.0 .500 610 •500 60.6 e6vNw 35617.41AM .50.0 -94.13 .50.0 •2713 .m 663 +WO 673 .500 615 150.0 613./ .mo 605 LEVEL R1 REINFORCEMENT&GLASS TYPES 1-4 M 001427400. 33.e17-366113 .506 672 •60.11 4160 100.0 60.0 -750.0 611+0 I •N.a I 64.9 1 60.0 6766 6640 60.6 (REINFORCEMENTS SHOWN IN FIGURES 6l.tdWaRSbw uam.m,5l0 two 63.7 400.0 67.13 .mo 620 .6011 6311 1 too 1 616 •N.0 I 660 1 we -w ABOVE APPLY TO ALL FRAME TYPES& 91.76 TWYI{ 41941 450.0 63.7 Imo 67.6 .500 •61.0 +50.0 619 1 500 1 61.5 .500 1 660 1 .000 1 60.0 CONFIGURATIONS) SEE TABLE S,SHEET B FOR ANCHOR GROUP AND QUANTITY. 4pproved as complylugwllh tla World30ding Cade 21. NOAN• - LYNN� �/�// Revised By mats: R6Netan: M ml defr6dllq _ ,`P t,.••��cENSE'••�F.p '� R6.taed By: mato: Re3lelon: � NOTES: - 7C N0.50705 7z 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME _ 61 oast iptlon: �°W'n By-,OR INTEGRAL FIN. -"U '•� �� DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE, ()�`•., S Al OF :`�V1 1070 TECHNOLOGY DRIVE III?*: Date.. -; �(`� .!1OR10` �` N.9VENIC4B0 100 5 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 3 FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE WIDTH OR // IS ) HEIGHT DIMENSION SHOWN ONTHETABLE. 1j�ONAI.1G111 Serfss�ModaL $0010; 796137: DmldngN9. Rom A-1LYNN MILLER,P.E. CERT. OF AU01. Q29296 SH-5400 NTS 6 OF 12 MD-SH5400-01 P.E.d 718705 TABLES: ca.ryP.e eat9m��sn 83, DesIgnPreeeure(1691f1:) 2.4 o.ecAplm Hdam RAI wI 6r 9533 fomw Rwv WI MOW BudIN'161n In _ is 24 32 30 40 48 SL71S 13.5 EQm1A9. 11.394 +65.0 1 -130.0 455.0 470.0 •6e0 430.0 1580 •130.0 400.0 -130.0 1 465.0 429.0 4659. -Ime LM rdedtlpe f6617.18670 1680 -130.0 466.0 44.0 465.0 -130.0 465A -1WA 465.0 44..0 +859. -127.0 .637 •1160 29 15i; 6 11A63-14AM 466.0 -130.0 46540 430.0 ♦80.0 -130.0 400.0 430.0 +65.0 •130.0 45.0 •170.0 •65.0 -130.0 stwwerd ROAM 11,377.11.682 4WD -1307 #WA AWo •65.0 -IWO •65.0 -730.0 .610 -I30A +06.0 •1]80 465.0 423.0 T1 25.5tr-25,200 •610 •130.0 4050 -730.0 165.0 •13,0.0 •550 •130.0 ♦BSA 430.0 +80.0 •121.0 189.0 •117.0 1b1 S1. dWUa. 20.950.2 618 63.0 4610 •170.0 4 .13&0 +60.0 -130.0 4 •130.0 .0 -IWF 105.0 •124. .0 -1125 c 37.376 Eq W". 17.617.201117 •65.0 •130.0 .639. -130.0 +65.0 -130.0 46" •7300 Me •1WA 05.0 421.2 +66.0 .102.3 StNom nw. 14.03.17.010 106.0 •130.0 +BSA -Ima 460.0 4W.0 ♦65.0 -1300 •60.0 430.0 MA •1212 +85.0 •1101 enwl.3 11.377.14.510 +85.0 -130.0 465.0 •IN.0 00.0 430.0 465,0 •130.0 +65.0 •130.0 +65.0 •116.0 405.0 407.0 TWmt 27. -37.111 +61.0 •130.0 455.0 -30.0 • .0 -130.11 ♦66.0 •127.0 • .0 -160 185.0 49A •610 •93.0 n W16m WA net 7.21AM 465.0 -730.0 163A •1 .0 •66.0 -170.0 •659. .130.0 -no .170.0 •66.0 -1163 Me •103A IJ HEADER 6tWWre WL;p 23.017.20413 •56.0 41]70 463A -170.0 466.0 -1W9 465.0 -130.0 4610 •130.0 "0.0 •110.5 485.0 49.2 44 E411s1 20.317.20.617 .no nxa +Sea .130.0 •61.0 -1W.o •65.0 -130.0 4660 .130.0 465.0 •130.6 +No 40.4 61wWm ROAw 11.817-20.51' 483.0 •170.0 +659. -130.0 +63.0 -DOA 4510 -130.0 4610 •1300 •630 .1 9 +65.0 -0 Wtm16176 14AIT-MOW •05.0 •130.0 1650 -LAO 4610 •130.0 4630 •130.0 +61.0 430.0 405.0 •111.] 163.0 49.7 8108141 11.771.14.510 105.0 •170.0 405.0 •130.0 460.0 •170.0 463.0 430.0 4610 -130.0 4667 •1130 +65.0 -101.7 T.43 31.663-35.911 1600 •130.0 +061 •130.0 106.0 •1273 +65.0 MUSS 483.0 -714.0 ♦60A 419A 465.0 479. 61aNne QCd" 2e.517.31.W2 +65.0 •1300 465.0 -INa .63.0 •130.0 465.0 •1=0 +010 -30.0 *No -1013 •66.0 42.1 E4ut96 20.617-26 614 .One -1x.0 455.0 -1760 .W.O -1WA WO •30.0 •616 -1300 .610 -1002 .65.0 19.5 a O MEETING RAIL 40. s14116801+r0441. 17.617.0.01 .65.0 •iW.O •61.0 •IW.O ♦65.0 -IWO 463.0 -130.0 •65,0 •1W.0 463.0 -104.0 4050 •gar 23 cmilnew 14.017-/7.016 +65.0 -360 4650 .714.0 +63.0 •1x.0 163.0 •130.7 4660 -114.0 .85.0 •700.3 .65A 413 27 0 lomstm 12./7.14.610 485.0 -1N. +869. •130.0 116.0 -IBIS ♦61.0 -130.0 181.0 •130.0 •03.0 -110.9 +no 4eA E 81364.1 11.7 77-12616 +85.0 •30.0 .06.0 .130.0 ♦630 4N.0 .55.0 •130.0 •60.0 4W.0 163.0 -4146 466.0 -019. 0 JF Wt N206.31AW 443.0 -130.0 +83.0 -130.0 .630 •116.0 163.0 -110.1 ♦860 •114.7 105.0 19.0 ♦68.0 9.7.0 e t606ap 20.517.3310/ •30.0 -130.0 465.0 •IW.O +05.0 -INV IMO •1x.0 1610 •1x.0 •83.0 -099. 1WA- 418-0 0 89}A. 21617.20.610 486.0 4W.O 4610 •130.0 +66.0 -1394 +63.0 -IxO •me •130.0 .0A -101.0 ♦65.0 -01.1 U 23 ' 20.617.23.618 +65.0 •1304 .65A •130.0 +65.0 •IN.O .634 -130.0 +680 430.0 .No -1020 +63.0 -01.2 eROA4w17.617-20.010 +BSA •1x.0 485.0 •1140 +880 •130.0 465.0 •130A 461.0 -1300 .85.0 •fOL2 465.0 42.1Bw 14.61- .610 .63.0 •130.0 1 0 •30.0 165.0 •130.0 . o -IND ♦630 -7300 •630 -1054 439. EXTERIOR SASH 0 0.u. u117-14.00 .639. 41x.0 4370 -300 .65.0 .130.0 .56.0 120.5 .65.0 -120.0 who .109.6 .650 47.4E� HEIGHT m"t 3.177.12.515 +63.0 -130A 485.0 •IW0 ♦65.0 •lass 403.0 431.8 •610 •121.7 4637 .33.2 .610 •100.4 mt 38517.41A44 1680 .IWA 40.0 -7116 ♦68.0 49.7 .0 45.0 4650 43.9 +63.0 42.7 .no 4115 mQN,p 31.63-63116 .66.0 •1x.0 +659. •130.0 ♦63.0 •123.6 486.0 •31.2 *We •121.0 ♦65.0 15.6 +66.0 -70.3 1s144. 20017.31AIG +87.0 •iW.O ♦669. •IW.O •65.0 .1310 .63.0 •iW.O 480 -119.9 163.0 401 .669. •T9A JAMBd 2USI-MA18 0 ♦669. •30.0 .0 •1 A 40.0 •120. 165.0 •301 •80.0 4 A 1630 11.0 23 ml Sw 20.017.73.010 +63.0 -130.0 •-a •123.7 .66.0 -fOTA +010 -1014 •650 •107.1 .67.0 -90.4 +85D $LI 10 17.617.20DI0 •63.0 •iWA 1ne -111.0 +we 481 ♦BSA 43.3 .880 49.9 •699. 19.3 +659. -04.8 70616 3.617.3.611 1634 •125A .85o -102. 163.0 mr 40..0 4z4 +no -7943 1630 762 465.0 762 SILL IBw 11011-11610 •550 •120.0 463.0 4" .63.0 128 455A .7e,a .850 -76.5 .0.0 -73A 483.0 •774 wmt 3A3.3.115 4610 -117.1 463.0 440 •65.0 .res •610 41.4 40A au .550 •70.0 .650 .70.0 .41 39.017.4 +BSA •114.0 ♦ 0 •I OA •669. 49.7 +616 469 +880 4]9. •670gnew 78.011.39.615 4850 •1707 ♦85.0 -17.0,2 ♦60.0 •101.0 408.0 -10.0 .850 -103.7 •559. .0 485.0 -743mNS. 35.017.58.516 160.0 -1x.0 .059. •365 •650 -113,1 463,0 •130.9 +680 •109.0 465.0 41.0 .63.0 •7]9. m 0.w 32017-30.015 185.0 •130.0 486.0 •Ii66 .850 -107.0 •14.0 -089. 4010 -085 .65.0 -0/1 .06.0 •13s o Blrtlw0 RRi4W 19.617.32018 1650 •1 0 •669. •018 .Wo 4325 •619. 45.7 .559. .3 .6SA 452 1680 •74.3 Wil58w 20.617.20.873 1650 •121.1 f56D •495 763.0 418 .03.0 •79.7 468A -TSA +BSD -749. .610 .74.9 ebm.1 26.010.20516 163.0 -1t" .63.0 464 463,0 41.4 tee.o .7.1 •660 -7C2 4637 7143 w5A .71.9 SECTION DETAIL FOR WINDOWS WITH EOWW Ja63.41A44 •63.0 •130.0 463.0 •101.6 .Se 4ze .Sea 16.7 +%0 46.7 .65.0 4fA .m9. •709. LEVEL R2 REINFORCEMENT&GLASS TYPES 2-4 a cuiamsl2a aaAv.3eA1s •63.0 -tnA .61.0 4947 4633 439. 463.7 -78.7 .0.0 7349 463.0 a15 .61.0 7117 M.Iftd P1OMe 31613-35At6 .634 -13.1 +61.0 +65.0 -793 .630 .789. .630 •72.5 +WO •207 •63.0 •700 (REINFORCEMENTS SHOWN IN FIGURES 91.78 T.m.t 41.x4 +Sao •37.1 .650 444 .65.0 •T9.8 •63.0 aa4 w5o •721 •314 •70.0 1 .63.0 1 •760 1 ABOVE APPLY TO ALL FRAME TYPES& SEE TABLE 7,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. CONFIGURATIONS) 4PPIUYOd 93 compsy1RB 30107 jbi, 010,ilde a dl5g e I 1111 i11! AN LYNN ReHJed By: Date. RoNalonr 16WIU5 Ptsdsel .: 1,6 Revised By: Dote: R111olon: NOTES: No.38705 6 �_ 1)USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME :.O l '.,�4434"' ® Doecrtp0on: Drawn By: OR INTEGRAL FIN. ^7 DESIGN PRESSURE TABLE J ROSOWSKI 1070 TECHNOLOGY DRIVE 118e: 2)FRAMEDIMENSIONSAREBUCK.SASHHEIGHTtSASPERTHEFIGURE. i��s'.�LORIO?'.•'' \;1` N,yENICE, FL 34276 SINGLE HUNG WINDOW INSTALLATION-NI 05!15/15 Se 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEM AVAILABLE WIDTH OR �rrrS�O1N� AI- �� (941)-480-1800 Kee/Model 5,01773: to: Drawing No. Rer. HEIGHT DIMENSION SHOWN ON THE TABLE. A t1'tVk'61LER,P.E. P.E968705 CERT. 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Fladd 8 IdlogB���dc Data _•:30 4D t5 Si, . l.� \`7� 11j7i Revised W. Dote: Revision; b14m1Ua` Ito .864• tF aor 31s• �{ 300^ 14 `\����pNy.LYNN���1`,,� By I`�� ' Radsad Bi: Gate: Revlslon: II N.754' .760° 1� Q LUJ n No.5070;1 ••�} .035' 025' --►tom-� - ® Descrfptlon: DroNn 9y: •-O CGZ' WINDOW EXTRUSIONS J ROSOWSKI EXTRUDED ROLLED 73 10 BEAD 81 SCREEN FRAME 82 SCREEN FRAME Gab: O�•., STAT F.0• ��� 1070 TECHNOLOGY DRNE Title. %,,C�r '•�<oRIDA,,•'����� N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 S; (941)-480-1800 Sa>tea/Mo0e1: ScaJo: SSed: OrorO:p'SH' Rav: A/44I�lER P.E. CERT. OF AUTH. /29296 SH-5400 NTS 10 OF 12 MD-SH5400-01 p 68705 TABLE 8: TABLE B.CONT.: Bill of Material Bill of Material,cont, # Part# Description Material # Pert# Description Material 6-2161 Single Hung Prame ead&Jam - annel 720 S uta Lock Meefianlarn C Steel 2 620102 Single Hung Frame Head&Jambs-Flange PVC 48 720188&9 Sweep Lock Cast enc 3 820103 Single Hung Frame Head&Jambs-fin PVC 47 720196&8 Auto Lock Cover Assembly Cost Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 7SX118OPTX#6 x 1"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 820105 SWDH Frame SIII-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 8 620106 SWDH Frame SIII-Flange PVC 60 76X34PPA #6 x 314"PH.PH SDS(Keeper Screw) SS 7 620107 SHIDH Frame SIII-Fin PVC 611 420181 UR 18eveled Till Latch Comer Key PVC 8 620108 SWDH Frame SIII-Equal Leg/Box PVC 62 420182 UR Pull Rall Tilt Latch Comer Key PVC 14 620131 Fixed Meeting Rall PVC 63 7634PHFL #6 x 314"Ph.FH SDS(Comer Key Screw) 3S 16 620128 Sash Rail(Sides,Top&Bottom) PVC 64 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 65 420184 Tilt Latch Retainer PVC 18 620133 Sash Stop/Screw Cover PVC 68 720207 1"Tilt Latch Spring SS 19 620168 Pull Rall Interlock 6005 T5 At 67 420186 Plastic Till Latch Finger Pull PVC 201 620144 1 Pull Rail Interlock Cover PVC 1 68 720182 Metal Tilt Latch Finger Pull Cost no 21 620157 Beveled Interlock 6005 T5 AI 691 420180 1121vot Bar Corner Key PVC 22 620145 Beveled Interlock Cover PVC 130 720206 Pivot Bar SS 23 620150 Light Sash Reinforcement 6083 76 At 83 720191 Sash Pug Handle Cost Ztnc 25 620152 HD Sash Reinforcement 6063 T6 Al 64 720184 Sash Pull Handle With Latch Assembly Cast 21nc 26 620153 Standard Meeting Rall Reinforcement 6005 T6 Al 65 ?7834FPT #8 x 314"Ph.FH SOS(Pull Handle Screw) SS 27 620164 HD Meeting Rail Reinforcement 6005 T5 At 66 420186 Bolton Latch Strike Plate Cast 23nc 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 ?78688 #8 x 616"Ph.FH SMS(Strike Plate Screw) SS 31 SQ300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 73 720138 I.G.Bead PVC 32 61719 Weathewtrip,.167'x.2201 PolyPlle 741 18ackbodding,OE 7700 or Dow 791 Silicone 33 61825 Weatherstrip Plug,.220'Finseal 761 71648N ISsiting Block(719'x 1"x 1/6"),65+1.6 duro. EPDM 35 78X1MTIT #8 x 1"Ph.PH SDS(Intedock Mounting Screw) 78 10unnex SuperSpecer nXT with Hot Melt Butyl Composite 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Reil Screw) 410 SS 77 Quanex Dureseal Spacer Composite 37 71669SP Meeting Rail Screw Support Plate 6063 T6 Al 78 Cardinal XL Edge Spacer composite 38 720210 Weep Hole Cover PVC 6o 61012 Extruded Screen Frame Alum 40 720XXXXK Constant Force Balance 81 61011 Roll-Formed Screen Frame Alum 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 62 7CKOLS21 Screen Comer Key for Extruded Frame PVC 421 ISplial Balance, 83 47042 Screen Comer Key with Pull Ring PVC 431 720205 Ispiral Balance Shoe Nylon 64 47041 Screen Caner Key without Pull Ring PVC 44 1 7SX114FPAX 1#8 x 1-114'Ph.FH SMS Spiral Balance Screw) 41058 66 7CASPM Tension Spring 63 86 8181SC46 Screen Cloth, Fiberglass 87 1616351616141.1491 Screen Spline Machine/Hand Rolled) I Vinyl 4pproved as aNP1y10g lye . FlWill B I2"11, Dare II1I soP3V LYIV rri ReWaed By: Duro: Revrdon: ml Daddatl Cont P •'.P Revised tljs Gate: Revision: Ido.58705 DwripOon: Drawn W. S-7 QI /s �!` BILL OF MATERIAL(BOM) J ROSOWSKI 'i is •'•R<ORIDP..•'•�/��` 1 N.VENICE,070 OFL 34LOGY 275 VE Rtle: �N: NOTES: ��iSS "•••• G�;' SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 C)[v�L `�,. (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. Serfas�ModaL Shell: -----[Drawing No. Rev: 2)ITEMS#9-13,15.24,28,29,34,39,61,62,66.72&79 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LV�t��!},tllt�.Fi,P.E. CERT. OF AUTH.#29296 SH-5400 NTS 11 OF 12 MD-S H5400-01 P.E.B 88705 t' OPT.SWEEP LOCK O 46 40 OPT.AUTO LOCK \., is 47 20 b7 OR 58 48 O p 51 OR 52 ', 8 fib O OPT.PULL RAIL 22 82 ORO 19 INTERLOCK& COVER 56 87 86 50•� 35 OPT. BEVELED 1 J MITERED FRAME WITH `1 1 21 INTERLOCK INTERIOR AND EXTERIOR� 16 p &COVER FRAME WELDS 49 O 18 \. I �" 64 73 X4 e� 16 X4 1 53 �,, `• 80 OR 81 14 44 •> `•'� SCREEN --"" OPT.PULL HANDLE ASSEMBLY Att Q • 64 WITH LATCH DETAILS 41 40 CONSTANT FORCE 1 j \'�,, /'\°'J 16 82 OR 83 BALANCE /f/ OR OPT.PULL 40 OR 43 42 43 SPIRAL BALANCE HANDLE 63 87 18 MITERED FRAME WITH SASH INTERIOR AND EXTERIOR 37 ASSEMBLY FRAME WELDS 66 %.. 38 DETAILS /// EXTERIOR 53 38 � 59 '••. \\\ BALgNC 5 \, ;:%' --•.-_..,PIES TO 83 ) 4ppmvcd arnmplylog With ffw : Flud 0 ding o4e -—E---__ Bo 11111 --'_•_•__-�"_-'-"""-_""__ 1 NOAD FRAME �, Revised W. Dote., ^— Revlelon: Olinml Uede Produrl(;o7! ASSEMBLY �� prw LYNN ,� /C DETAILS �•. • ,��;• ••�' Revlaed By: Date: Revision: NO.5070, \` ® DescripDon: Drown fiy: EXTERIOR EXPLODED ASSEMBLY J ROSOWSKI (S �� NOTES: �'••.,h %�1,n'•, A E F 4 1070 TECHNOLOGY DRIVE Lige: Dob: 1)SOME PARTS/OP710N3NOT SHOWN ONDRAWING FOR CLARITY. %gip . ORION. �•��\` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-NI 05/15/15 2j J-CHANNEL FRAME SHOWN,PARTS 91&5.OTHER FRAME TYPES APPLY. �ri,s�U/,/�4 r`�G��� (941)-480-1600 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. /: , Serlee/Model: Scalo: Sheet: Draninp No. Rev., 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. A.LlP.E#687 5 P.E. CERT. OF RUTH. #29296 SH-5400 NTS 12 OF 12 MD-SH5400-01 P.E.q 68705