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HomeMy WebLinkAboutNOASCANNED BY St. Lucie Countv MIAMI-DADE MIAMl-DARE covNTr o PRODUCT CONTROL SECTION DEPARTMENT OR REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/ecomomv 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 "SH-5500" PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and scaled by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-0714.03 and consists of this page i and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.17-0630.05 rnanEonue couNry Expiration Date: July 30, 2020 LUMMul / r7 Approval Date: November 30, 2017 t 1 /20/1 / Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15-0519.05) 2. Drawing No. MID-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05115115, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previous NOA No. 16-0714 03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5t6 Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No.15- 9.05 Manuel erez, P.E. Product Control' �x finer NOA No. 17-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (coNTuvuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS (coNTlxuED) 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc, for their "Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5`h Edition (2014) and FBC 6t" Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under NOA No.15-0519.05) 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.03) l Y.1 : a 1. Notice of Acceptance No.16-0714.03, issued to PGT Industries, Inc, for their Series "5500" PVC Single Hung Window - L.M.I. approved on 08/18/16 and firing on . 07/30/20. Man er P.E. Product Con rol E miner NOA No.-0630.05 Expiration Date: July 30, 2020 Approval Date: November 30, 2017 E-2 2MV MAX. O.C. / /\12•MAK.FROM B,SEE_,—.+30"MAX. G.C. 12.E SHEET3+ SHEET3 4 1 �T ASFE AX. 12"M SHEE 9� I 1 EQUALLY EQUALLY iT-]IrB'MAX. O.G SPACED SPACED ANCHORS PER ANCHORS PER J-- TABLES 411 TABLES BI1 Q j X 4 10"MAN. O.C. BUCK HEIGHT x EQUALLY 13-3/4"MAX. O.G EQUALLY� SPACED / J_ SPACED ANCHORSFER ANCHORS PFR TABLES 9-11 A TABLES 9M &IC' MAX. B NO ANCHORS AT \ Bw—_ 54' MAX. BUCK WIDTH I 30' 12'MAX. FIXEDMSIBLE BEE BILL WEER " '— LIGHT WIDTH B, SEE _ SHEETS FIXED /MSIBLE —r ASEE 1]-LS'MAX. O.C. SH04- /LIGHT HEIGHT J— EQUALLY SUIT SPACED / MAX. ANCHON3PER BUCK TABLESMI T HEIGHT 4 To- MA (. O.C. ,1 SASH �VWMAX. O.C. EQUALLY 1/ MSIBLE J— SPACED) LIOHT ANCHORS PER )I HEIGM 1 A TneL65 att &iK MAX 1 g- ANCHORS ATSILL 214W ANCHORAGE EIAMPUE FOR ARCH -TOP ^^ J 10" MAX. FROM FRAME SEAM 12- MAX DESIGN PRESSURE RATING IMPACTRATING VARIESPERREINFORCEMENT LEVEL, SEE SHEETS 6�7 LARGE B SMALL MISSILE IMPACTRESISI 5J2-113''MMAAX.BUCKWIDTH SEE SHEETS r 1-114' II MAX. O.C. 62' Q BUCK MAX. HEIGHT - I /� X LI 10'MAX.I0.4 BUCK + HEIGHT AS SHOWN (MAX.)MA) 13M4'MAX. O.C. + SEE SHEETS j_ / C lA 889 SEE SILL 54' MAX. BUCK WIDTH +j� DUALS, SASH VISIBLE �ryOTLH DUALS, L'" 54"MAX. BUCK WIDTH -�-{ �ryOTCN OETAIIS. �NOTLH DETAILS, NOTCH SHEETS LIGHT WIDTH SHEET3 SHEET SHEET4 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 ORIELJPROVIEW CONFIGURATION FOR CUSTOM COTTAGECONFIGURATION Up III ANCHORED THROUGH THE NAIL -FIN 75- HEIGHT SEE TABLES it 1 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 4)ALL WOOD BUCKS LESS THAN 1-167 THICK ME TO tlE DEPICTED AS 2)(ARE 14V THICK OR GREATER 1X ANC AND INSTALLATION IS THE RESPONSIBILITY OF THE ENT 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE B SHOULD BE SEALED. OVERALL SEAUNGIFIASHING STR 6) IW MAY. SHIMS ARE REQUIRED AT EACH ANCHOR L0( T) DESIGN PRESSURES: A NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 8 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PR C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS I ANT SINGLE HUNG WINDOW WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HWZ). DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE SIT IN THE HVHZ, THE OUTBOARD LITE (CAP) MUSTTEMPERED. ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, MIN. NET PER ANCHOR TYPE. 31DERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS IUCKS(WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LEADS TO THE STRUCTURE. WOOD BUCK DESIGN R. (EOR) OR ARCHITECT OF RECORD. (AOR). ID WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INST. ANCHORS DISSIMILAR MATERIALS SHALL MEETTHE RECUIREMENTS OF 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNES 10) REFERENCES! TEST REPORTS FTL-7964 L 7966: ELCO ULTR SHADES OF CAP COATED PVC EXTRUSION NONE: NATIONAL I 11) APPUMLE EGRESS REOUIREMEMS TO BE RENEWED BY USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS OESIG 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM T 31 KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONPI USTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSI RUU DUNS. OOUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ASS PER ASTM E1300. 8 CYCLE TESTING AND GLASS PER ASTM E1300. IINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-141%STRESS INCREASE HAS NOT BEEN IS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER ILDING CODE FOR CORROSION RESISTANCE. S PER CURRENT FLORIDA BUILDING CODE AND TO BE RENEWED BY THE AUTHORITY HAMNG JURISDICTION. roc+cn w une. n en mcacnninR NOA cNFRGI W1N01)W AND DOOR PROFILER. LTD WHITE 8 BRONZEhIGHTE t AB BUILDINGOFFICIAL. .N" Y LYIVAf• 2/y GEN N PRESSURE REQUIREMENT FROM ASCE T. -'% LES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. 01k N0. 58705 •. *� DURATION AND SUE. DETERMINE YOUR WINDOWS DESIGN : Fu- iE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ='p, .•.• C` NO]OTECHNOLOOY DRNE 11FYTHEANCHETLSUBSTRATE WILL MEETREOUIREMENTS FOR 'O_'._ s iE �l/ N. VENICE. FL342]5 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. OAM NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAME TYPES (!CHANNEL. FLANGE, A INTEGRAL FIN OR EQUAL LEGIEOX). comaTurtemn PRf MY.I5fN69. vlG I1LPXiM1a PF8urvID :RT.OFAUTH.Qir PROD(1CTREVISm a a)iG�riNBrFbida N Code P Al AaclBwtt No i�- O• _ Dxo UPDATED TO FBC 2017. - JR - M s, 06/06/17 NL NOTES & ELEVATION J ROSOWSKI Dab: HUNG WINDOW INSTALLATION - LM 05/15/15 500 1 TU SNTS 1 71 OF 13 7D` NSo. Rx -H5500-01 B 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET FOR INTEGRAL FIN INSTALLATION. OAM NOTEMESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FORALL FRAME TYPES (!CHANNEL. FLANGE, A INTEGRAL FIN OR EQUAL LEGIEOX). comaTurtemn PRf MY.I5fN69. vlG I1LPXiM1a PF8urvID :RT.OFAUTH.Qir PROD(1CTREVISm a a)iG�riNBrFbida N Code P Al AaclBwtt No i�- O• _ Dxo UPDATED TO FBC 2017. - JR - M s, 06/06/17 NL NOTES & ELEVATION J ROSOWSKI Dab: HUNG WINDOW INSTALLATION - LM 05/15/15 500 1 TU SNTS 1 71 OF 13 7D` NSo. Rx -H5500-01 B Glaw �,Pe TV" w OeearlpBon(Umed from Extedor b Intense) remium Gale Sheet TableY Sheet 6 71V LemMMedIIIle'A Extedor Cap +711T Air Ease +S1IV Lamnstal;(2)Lites of 1/8• A Glass Wth.W PVB lntedayer 4,5 6 6 Vr Lamnated l.G.: VW TExtenor Cop +711V Alr Spam+51161 Laminated;(2) 111 ofllW A Glass wtth.01IT PVB ktedayer 46 6 7 7/8'Laminated LO.:3116'AExbdorCap +318"Air Spew +M78'Lanninmed;R)Wee of 1a A Glass WRIA90' PVB Intavimer 4,6 6 8 1/&'Laminated 113116-TExtenor Cap+T8-A n Space +511B'Laminated;(2) Utm of Ur A Glass with.DBT PVB Immaym 4,6 6 9 7/8'Unniated III/8'A Extedor Cap +7116'Alr Spa..-BFI'LamWted;R) Ube of VW H Glass Wth.090' SG IModayer 7 7 10 T/8'Lamineled l.GJ MB'TExtenorCap+7/10'AlrSpace+WIT Laminated; (2) Uses of 1/8' H Glees wN.090' SG lnatleyer 7 7 11 7/8'Laminated l.G.:3118'A ExtedarCap+318'Air Space+S116'LaMneted;(2)Ltes of lie' H Glass atth.aW' SG lnterlayer 7 7 12 7181 Laminated l.G.:3/16'TExtenor Cap +WW Air Space +5116'LaMnated;(2) Utea of VV H Glass withAW SG lntadayer 7 7 13 71W Laminated LOU: 98' A Exlenor Cap + 5116' Air Space + 7/16' LBminMed; (2) ❑lee of VI 6- A pass with.090' SG IMatleyet 8 ] 14 T/8'Leminmed L0.:11TTExbdor Cep+WIV Air Space+711T Laminated: (2) Law al W16- A Glees wlth.091Y SG lntedeyer 8 ] 15 7I8'Leminated l.G.: XIV A Extedor Cap+l/d'Air Space+7116'Laminatad;R)Utes of3/16'A Gloss vdth.01NY'SG lntetlayer 7 ] 16 171W Lonareted LG.:3116-TExledar GNP +1/P Air Space+7/16' Laminated; R) Us, of XUr A Glass m i A90'SG Imm.yer ] ] Grau p AnMor 9ubetrate Min. Edge Olsbnce Min. Embedment' A 010 SMS (steel, 1&8 S.S.teel, P.T.southern ne (SG=O. 7116' 14YS' A38- 318- 0.050• tud, A653 Or. 33' 318' 0.0451'(iBGa.) inum, 6083-TS• 3/e• 0.050' ?/18'sleel Ukaconte(min. hem Pine (SG=0.55) 7116' 1-3I8' 2.85 ksi) 1• 1-31B' CMU, (ASTM C410) 2-1/Y 1-1/4' B 072 SMS 1841 B.S.Steel, 1 S.S.) hem Pine (3C>=0.55) 8/16' 1a18•(steel, A36' 3/8' 0.0ael, tud, A653 Or. 3W 3/8• OA451'(le Ga.) inum, 60W TS' SNI' 0.063' 1/4' steal Ulbacon P.T. Southern Pine (SG=0.55) 1' 1J/8• 1/4- steel Creleflex P.T. Southern Pine (SG=0.65) 1• 13 w 114• steel Aggae-Gator P.T. Southern Pine (SG=0.55) 1' 1_I8' C 1/4'steal Ulhacon Concate(min. 2.85 ksi) 1• Ungmutad OMU, (ABTM 090) 2-1PY 1-1/4' 1/4' steel Catehex Concrete (min. 3.35 ksi) 1' 13/4- 1/4' steel Ultmcen Concrete (min. 2.85 cal)2-117 I�VV D 1/4• steal Commit. Concate(min.3.35 ka) 2-V2' 1-3/4' Uninsured CIVIL, (I G90) 2.1/Y 1-1/4' 1M'steel Aggm-Gator Cencale min. 3.275 ksi 1-1YY 1�18° Gmutetl CMU, (ASTM C-90) Y Y Group Anchor Substrate Min. Edge OlsMnce Min. FmbadmenC E I 2.11Y x.131' Common hail P.T. SMhem Pius (SG=.55) &8' 2-711F 2412- Ring -shank Reading Nail P.TSsuthem Plus(SG=.55) air 2-711V F 010 Tnsshead EMS Israel, I" S.S. a410 S.S.) P.T. Sadham Pius (SG-.55) 112" 11va• Aluminum, 6063.T5' 318' DOW- Sleal Stud, Or. 33' 318' 0.0451' (18 Ga.) Steel, A38' 318' 0.050' 012SM5 (steel, lea S.S. .410 S.S.) P.T. Somirem Plea(SG=.55) 9116' 1-318, Aluminum,608 W 318' O.D63' Fred Stud, GL 33' Slael, A36' 'GLASS TYPE35.7. 9.11, 13 & f 5 MAY NOT BE USED IN • THE HVHZ ABOVE 30'. MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. 'UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. Frame Types (see Fly B) Glass Options (sae Table 1) Frame dredge. (see FIg A) Frame Shapes (see Flg C) Installation Options that may be used Flange 5-16 Equal-Ule, O&Conagex a apnoea Squea/Re d., Ash -Top& Radus-Tap Through the bamre of the Wade .... ....into 2X Wood FmmNBucksInp-sheaf 3, room 1 ....InW ConcrelelCMU - shear 3, option 2 ... .tImu,hl%BucksMp]Me ConcreUsCMU-shaet 3, and.3 ....into Mehl -sheet 3, spoon d Bel Eq(#4) a (04) 5-16 EquM{ite, OtleCaftapw BCotiaga SquamlReeL, Aroh-Tops Radius -Top Thmugh the harm ofthewhMmy....... ....Into 2B Wood FremelBuckatdp -sheet 3, option 1 into ConcashmCMU- sheet 3, option ... thicugh lX BuckMnp into ConcmudCMU -sheal 3,*an 3 ,,,,Into Metal - sheet 3, optbn4 JChannel WI)&Cuts, 5-8 Equal411e, OneVPmdew SquaalRact., Arch -Top& Rad�s-Top Through the Inte9relfin...... ....into 2XWaa,l FmmmBucksbip- sheet d, options ....Into Metal - Sheet 4, clause Through the home INthe ynndow..........Into ""2% nto Wontl FmmaJBuckaM p-sheet 4, oplian6 Metal -sheet 4, option 8 htegal Fan 5-6 Eoua4Lib, OneyPrmiew &Cottage Squere/RaI AnI & Radius -Top Through the integral fin...... ....into 2X Wood FramenSucksMp-sheet 4, option ,,.,Into Metal - sheet 4, opuon7 Through the home.... INLha w1Mow..........into Into 2XWood FameJSucksNp-sheet 4, opuon6 Meal -sheet 0. eptlon 6 emnNs EQUAL -CITE ORIEL COTTAGE �{BUCKWDTH --IBUI----IBUCKWIDTH,V-- O RECTANGULAR RADIUS -TOP Is 1 � 1 AACH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR AREAPPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS G10. O O J-CHANNEL INTEGRAL -FIN O O FLANGE BO%OR EQUAL -LEG Ma1Mal Min Fe Min. Fu Steel Screw 92kel 120 k61 188Scaw 60 ks1 95 lot 410 Scow Wks1 11Ukm Eke Aggra-Gatcolr 57 ksi 96 k61 Elco UltmCadg 410 SS Elm CroteFlex® 10 km 127.4 ks1 177 ksi 169.7 ka1 6063TSAIumInMn 16 ks1 22hel A38610e1 38kai 68ka1 Gr. 33 Steel SlW 33 ks1 45 ks ANCHORS RE -GROUPED. - JR - 06/06/17 'A'=ANNEALED -H'= HEAT STRENGTHENED T-TEMPEREO PVB• =.090' TROSIFOL®PVB BY KURARAY AMERICA, INC. 'SG= .USYSENTRYGIASO INTERLAYER BY KURPRAY AMERICA, INC. PRODUCTBBWSED eclimJ;w'ida Lb FlarMv almg. Cade Attepuntt IJp t 7•tN,30. Doe B Myi Dedc Product - L_j ��—'�® CaaeAS Orean By, • - ='G 1. �s�a 6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI 7moTECHNOLIIGYDRNE APO'., W I3;',�u/, N.VENICE, PL 34276 gee: p THREADS BEYOND THE AJORIOP .: ��.` %xx4`s'••......... • G (961}d861600 SINGLE HUNG WINDOW INSTALLATION - LM 05/15mm METAI_ SUBSTRATE. S ''11;'ONAl1 rGxxx� wmloKrearr POrlxoa91PE6. arc. s.no�yadn. Smb: 9fwah amaMp No. Mr. A.LVNAkil.10P P.E. __ SH-5500 NTS 9 OF 13 MD-SH5500-01 R INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 ANCHORED THROUGH FRAYS INSTALLATION DIRECTLY INTO CONCRETEICMU, OPTION 1 EDGE DISTANCE ANCHORED THROUGH EMBEDMENT FRAME IWO ZX WOOD IW MAX SHIM FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. EMBEDMENT 18 FLANGESHOWN ME EDGE H DISTANCE DLL SHOWN ❑ �MAXTYPE 44 BALANCE VARIES SHI TYP.ANCHORTYPE 42 WWITHSA SH 2 �� SHIM iYP. ANCHORTYPE. EMBEDMENT AND EDGE EMBEDMENT AND EDGE DISTANCE IPER �-I WEIGHT DISTANCE PERSUBSTRATE, SUBSTRATE, INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETEA)MU. SEE NOTE 2, THIS SHEET. I EMBEDMENT 16 1/4•MA%SNIM r- SASHVISIBLE 17 EDGE LIGNT WIDTH ❑ -- n DISTANCE I SEETABLE2,SHEET2. SEETMI-E2,SHEET2 EKTTTERRIOR I� 1B „ FIXED VISIBLE • I= FI%ED t9 20On. SAM TOP FLANGE LIGHTWIDTH VISIBLE FT LIRAIL FRAME 2 LIGHT F NOOWS: NOTES: SHOWN I BUCK WIDTH "EG"L_ ANCHOR HORIZONTAL SECTION A -A PND AT 1)USE ONLY j 4B FRAME DANDA• I 21 CENTER. SUBSTRATE -APPROPRIATE CENTE. O TABLE 2. 22 FORWINDOWSSHEET 2. FOLLLISTEOW B50 DOER 3fi'WIDE' SHEET 2. FOLLOW EMBEDMENT PNO DADE APPROVED MULLION, FBC COMPLWJT gLUMINUMSTEEL FRAMING TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANG- EDGE SUBSTFU; • DISTANCE SEETABI SHEET EQUAL -EGMOX FRAME SHOWN 12 0 ADDADDITIONAL EDGE DISTANCE LIMITS. ANY MAY BE /1� SCREWS@IB31B• INSTALLATION OPTION SHOWN MAY VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES TABLE 2: 14 45 46 47 BE USED ON ANY SIDE OFTHE �J 35 FROM END. FOOR WIND,, 1/4'MAX. RAIWINDOWS WITH BUCK BOTTOM LOCKS: SHIM i6 CIDOR61JLLING 1/4'SHIMS%. HEIGHT rUD AS PER USED INTO WOOD AS PER TABLE 2, Q SCREW9®8-318° USED INTO WOOD SCREWS SELFDRIWNG SHIM BMS SEE 05 FROM ENO. 2. EU ❑ TA9LEZ 30 THAN 1-WLLWCOOBUCKBLE55 THAN 1 SHEET 2. SSIBH IX INSTALLATIONS. CONSIDERED 1K INSTNINA-IF 1% CONSIDERED O� EXTERIOR NIGHTIE WOOD SUCKS ARE OPTIONAL IF LIGHT UNIT ISSUBST BUCKLV TO Ox BUCKS OPT 86 HEIGHT yy� -1— A75. OD SUBSTRATE. W000 DEPICTED AS 2X ARE 1.12'THICK 18 USE EITHER OR GREATER. IX AND 2X BUCKS 55 LATCH OR (WHEN USED) SHALL BE DESIGNED (2)1' 81 30 84 BOTTOMLOCK. TO PROPERLY TRANSFER LOADS TO FLANGE EQUALTESTE INTERIOR 31 WOOD BUCK FRAME E.INSTALLATION GN LEGIBO% WEEP N:6 DEITHE LOCATION: ANDI LOCATION: fi-518' DESIGN AND INSTPLlATION ISTHE SHOWN FRAME NOTCHESAT BU FROM SASH ENO. RESPONSIBILITY OFTHE ENGINEER IIIIIII SHOWN ��� EACH END. ORARCHITECTOFREOORD. CJD�` EXTERIOR 8 3) MS13LE LIGHTWIDTH OR HEIGHT INSTALLATION INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION V OPTION 67 OPENING) IS MEASURED FROM ANCHOREDTHROUGH ANCHOREDTHROUGH BEADINGTOSEADING. ..... FRAMPINTn MFTAL FRAME INTO METAL .27-X I.25• WEEPHOLE NO ANCHORS C. W�OVER� O REpUIRE0IN VISIBLE LIGHT FORMULAS No. 587o5 .BP FROM 38 FLANGE OR 2 EACH END� EOVAL{EG WIDTH FRAME BILLS @SASH:BUCKWIDTH-6-12' -� ®FIX EDUTE:BUCKWIOTH-4Y8' Ap� 9TTE� HEIGHT U OUAL-LITE1 VERTICAL SECTION B-B BUCK HEIGHT&-M06• '!OIVAL E I, I. P.E. U` 107UTECHNOLOGYDRNE `- N.VEiICE.FL3127S (841HBU16U0 DOMTy�G301T P.T R01I9RUd.MG uLwaxlBF�rvm CENT. CFAUM. W19296 & EQUAL-LEG/BOX FRAMES J ROSOWSKI wN: HUNG WINDOW INSTALLATION - LM 05/15/15 Yab: SIIM: Dm�l�g No. Rer. 500 NTS 3 OF 13 MD-SH5500-01 B INSTALLATION OPTION 5 ANCHOREOTNROUGHINTEGRAL If EMBEDMENT FININT02X WOOD FRAME OR BUCK. STRIP. SEE NOTE 2, THIB SHEET. J-CHANNEL I� RW SHOYWVE I I FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT BASH EXTERIOR VISIBLI LIGHT HEIGH NOTCHESAT EACH END. & J-CHANNEL FRAMES I J JCHANNEL INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP. SEE IWO V WOOD FRAME OR EMBEDMENT NOTE 2, THIS SHEET. SUCKSTRIP. SEE NOTE 2. THIS SHEET. — 114-MAXSHIM M4'MA%SHIM EDGE DISTANCE 16 TYP. ANCHOR TYPE, D EDGE EMBEDMENT N 8 SASH VISIBLE T GNTW DTH DISTSEETABLE3BSTPATP � a 1 SHEET i (SCREWSHOWN) T{ 44 BALANCE TYPE VARIES �0 `MPMAKBHIM EDGE TYP.ANCHORTYPE, DISTANCE 42 WITH SASH WEIGHT 54 300 EMBEDMENT AND EDGE DISTANCE PIRATE, J— 31 SEE TABLE 3, SHEET SHEET}. (NAIL SHOWN) EXEERIOR fl BT o V O f PIKE VISIBLE 3 OPT. SASH TOP ~I LIGHICH T WIDTH I r - LIFT RAIL FRAME FORALLWINDOWS: NOTES: SHOWN 1 ANCHOR ®3.56' FROM END AND AT 1)USE ONLV 21 CENTER. SUBSTRATE -APPROPRIATE 22 FORWINDOWS ANCHORS LISTED ON TABLES 2&3 OVER36-WIDE: OF SHEET 2. FOLLOW EMBEDMENT lie MA% ADDADDMONAL AND EDGE DISTANCE LIMITS. MY SHIM v SCREWS @16316' INSTALLATION OPTION SHOWN MAY i 46 4T O 35 FND. BE USED ON ANY SIDE OFTHE RWIWINDOWS WIR1 FOOR WINDOW. BOTTOM LOONS: 16 (TONAL 2 MASONRYANCHORSMAY BE ) SCREWSADD @6310' 2. ASUCKS FROM ENO. MOMS SHED EET 2.ALLMOD LESS THANJAALLWOOMETOBLE55 THAN 1 ETO BE CONSIDERED IX INS 1X INSTALTIONALI 1%WOOD BUCKS ARE OPTIONAL IF I X MOD UNITSUB IS INSTALLED DIRECTLY TO WOOD BOOKS O �lp1 LATCH (SHOWN) LATCH DEPICRATE. AS ARE 1.1C' THICK OR J OR BOTTOM TER. BUCKS GREAD ORRGREAED) 65 LOOK (SHEET 3). HALLBEDE DESIGNED BEER (WHENUERLY 63 TESTED UNIT TALL LOANED TO PROPERLY TRANSFER LOADS LOCATION TO THE STRUCTURE. WOOD BUCK FROMiASH END. FROM S DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER INTEGRALFIN NOANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME SILLSIFANCHORING 3)VISIBLEUGHTWIDTHORHEIGHT I THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM A5 1I4-MAX Im BEADINGTOSEADING. 1011111i INTE INTE GRAIFIN T OQQ rBH + FRAME BROWN o 1 2T%125'WEEPHOLE ` lZOVER ®2W' 3B FROM EACH END. TYR ANCHOR.TYPE. EDGE[ EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET2. (SCREWSHOWN) INSTALLATION OPTIONS —t EMBEDMENT VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL INTO 2X WOOD FRAME OR BUCN- STRIP. SEE NOTE 2,THIS SHEET. FIN VISIBLE LIGHT FORMULAS WIDTH ®SASH:SUCKWIDTH-6.10 QFI%ED LITE: BUCK WIOTH-4 W HEIGHT IEQUAL-LREI BUCK HEIGHTP-3-15116' _ * : No. 58705 P.E. BUCK WIDTH HORIZONTAL SECTION C-C CA➢E APPROVED MULLION, F50 MAY BE VERTICAL OR HORIZONT, 1 1100R.125TEEL� SHEET2. FINANDIOR FLANGE REMOVED IN -FIELD 114' MAX. SHIM INTEGRAL FIN FRAME SHOWN EXTERIOR INSTALLATION V OPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIFIANGE REMOVED) I— EDGE DISTANCE TYP.ANCHORTYPE, _ EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) ORSTEELSTUD. PRODUCT REVISED 1070TECHNOLGGYDRNE J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI N. VENICE. FL 342T5 Ix1e: (Ix1)•aeo-teoo TIN: �g10MomIT SINGLE HUNG WINDOW INSTALLATION - LM 05/15N5 �M°��• SenuS H- 5nb: '4' P'aWin9 Na. Rx. _ .�uaaxrerffeFxrho SH-5500 TUTS 4 OF 13 MD-SH5500-01 B -�{ VT NO � �-�{ 71W NOM. �-�•- I � ]/B'NOM. � � ]/B'NOM. I-�- � AH'NOM. �. 5/1VA/APVS 5/16"AIAPVB 5116" 5116"A/A PVB 5/16"H/H SG 7/i6"AIRSPACE 7/16"AIR SPACE 3/8" 3/8"AIRSPACE 7/16"AIRSPACE 1/8" A GLASS 1/8" T GLASS 3/1 3/16" T GLASS 1/8" A GLASS aE ERIOR c]EXTERIOR aEXTERIOR aEXTERIOR ]6.m ]&m ]bm ]&m GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 - - GLASS TYPE 5 ]/9'NOM. TIB'NOM. ]m'NOM. �{ 7A OM. I� ]/B'NOM. 5/16' H/H SG 5/16" H/H SG 5116" 7/16" A/A SG 7/16 7/16" AIR SPACE 3/8" AIR SPACE 3/8" 5/16" AIR SPACE 5116"AIR T GLASS 3/16" A GLASS 311 1/8" A GLASS 1 GJ EXTERIOR a EXTERIOR a EXTERIOR to l&m ] )6-T3 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 NO NO 7116' A/A SG 7116" AJA SG 12'NOM.GIISS GLASSTYPES9THR000H 1/4'AIR SPACE 1/4'AIR SPACE MAY NOT BE USED 3/16'AGLASS 3116"T GLASS 72 74 WTHJ-CHANNELOR INTEGRAL FIN FRAMES EXTERIOR aEXTERIOR ]&m ]bm 31 'GLASSTYPESS•7.9,11.13 415 MAY NOT BE USED IN 75 THEHVHZA9OVE3P. PRODUCTREVISEO GLASS TYPE 15 GLASS TYPE 16 Ru M., Code M —1LYN �Ac¢. �., N'Ca'���r RMetm:o@...... *M;ERIOR N0. 58705 .1'• . TYP. GLAZING DETAIL GU ING NOTES:Off. A•=ANNEALED 'H•=HEATSTRENGTHENED =� : =30 •, 72 I • �; 10TUTECHNoLOGVDRNE Ce-d u.. GLAZING DETAILS Omen J ROSOWSKI T=TEMPERED ® RVB'=.090'TROSIFOL PVBBYKURA YAMERICAINC. �0•. 9T TE OF ;•(O�/� ''�51 `Y•�RID?; N.VENICE, FL 34275 (941)1BM1600 itle: Date: 'SO'=.09V SENTRYGLASPBY KURARAY AMERICA IND. s� N� SINGLE HUNG WINDOW INSTALLATION - LM OS/15/15 /, 0NAL E ,"N mmg ..M7 vuRp Rer. FOR LAMINATED GL NG COMPONENTS, SEE TABLE I, SHEET 2. ////III1,1\, u]RTwugm¢6.=ee Serha/NIM; Smlc Sl�eeL daeingw B A.LYNNMILLERPE P.E#SBmS CERT.OFAl1iN.129286 SH-5500 NTS 50F13 MD-SH5500-01 A/A PVB AIR SPACE 6" A GLASS aEXTERIOR ]&m H/H SG AIR SPACE 6" T GLASS aEXTERIGR ]F]B ' MA SG AIR SPACE /8" T_ GLASS aEXTERIOR ,�m ABLE d: chwxyp. Deign Pmuum, lbWe s.arsa .ASBD IbbGllnl M FON Wbva un,.tref SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES MOVE APPLY TO ALL FRAME TYPES & CONFIGURATONS) TABLE & oN. TSw. axaL Qnagn PleFYun, psmx .&5.09-70.0 pbeLwl p Fx.IMItlwW wO.Saf SEE TABLE 1 U. SNGEI 5 VUN ANCHOR GROUP AND QUANTITY. III +ImT� JAMB V SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 ' (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO LFRAME TYPES& CONFIGURATIONS) PRODUCIREVISED mmplyl,w u' W FW SEE TABLE 10. SHEET B FOR AN CH OUPANQ QUANTITY. OuildigColn _ 00 " MIN. SASH HEIGHT =WM W6 IfMT 50.130 Acc�wccal #. r No. M705 # _ NOTES: �-0 : a G I �` ® DYxHpBOn: ^� Dln.n D/: 1)USETHESETMI.ES FORALL WINDOWS INSTALLEO T9ROUGHTHE FRAME OR INTEGRAL FIN. %AO,�•.- ST TEO T••(O�C 1Ix07) N�Mi�YSDRNE DESIGN PRESSURE TABLES JROSOWSKI i tCsf •••RORG�:� (B/1}IB0.iW0 uvef om.: P)FRAME DIMENSIONSARE BUCK SASH HEIGHiISfS PERTHEFlGURE %S� .....N. SINGLE HUNG WINDOW INSTALLATION -LVI 05/15/15 ONAL E .. 3)FORSOESNOT5H01NN,ROUND UPTOTHENWAVAILADLEWIDTHORHEIGHTDIMENSIONSHOWTJ ]]]]9sllllsallV miomlYl [e � y19v/laodet yyLL 9,.! gyHy xn, Rw. ONTHETMB ALYNNNUERP.E. 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Y.511-.teY •no -+tap 11. ma. •m.0 -naa •N,0 -1+p.0 -no -1100 +loo -11Do np.0 nfno •]00 -Intl 61.1tlaID6oE0p1 )Lill-m516 •mD Aloo nDa .1100 +MD -110.0 •]DO 4100 •m0 -InA ee.0 410.0 nMa -N05 •70.0 Mlp BWJ.E OkeO. ...... Y.3ID no -Ilan .rap .1100 no .IIM no -1100 EmWSe SanNNPIMW a5P-]I S+e n61]-x!!m Im.O noa -H., -110.0 •)0.0 np.0 -1lo.p .110.0 •R0 II0.a .naa -n0-0 -m0 •}a0 n1a.0 -Ilia •)p.0 •]0.0 -np.0 -II0.a +m.0 -0O.D -n00 -1+n0 n0.0 n0.0 -tal.0 n10.0 nAo -IOSx EPULIp x051]-91.Ste Imp n10D •m0 -I100 I}DO .1110 IRO .Ilia %NaC PmY✓ a3P-m.lte •roA n10A IRO -II0.a no -Imo .m0 -II0.a CI.9mn94e 9511-a115 nap M. •]ap n10p e00 -Itaa e00 n10.a •] -III.a •roA -flO.o n0.0 -1100 VAO -f01.0 pn6y m.31}.m.31e ImA n10a •R.0 .II0.a n0➢ .1f0.D .m0 nl0.a dGom9W 1].51]-2ma +rap -via -na -11p.0 +ma "a. q0p -naD ev.0 410.0 Imo -Ito.a • a -n0.0 n40 -.I. mlvnSM 1]31]-3.sle Ima -110➢ •m0 -II0.a noa .II0.a +ac -Ilia mbn5nv IA51]-tldle .ma -110➢ •m.0 -If AO n0.0 n10a +RO -tlDa Nmm�6n. 1A51]-1261e nOv -II0.a +R.O -1fe.0 Q00 n10.0 ea0 n1100 •m.0 -tO25 n0.O n00.! •]p.o -'E45 naa -Ap.9 ....a. M.1-I131e • -n0A •Ma -1 0 1700 AM2 nno -ND] •m.0 821 •R.0 94.e -no N. .1a0 8Aa mVIIID. 1]01]-13.an -no n1oa •m.0 -If Ao •1 a .1100 +RO -1100 9MM]I 11. ai.-13019 +]0.0 -it00 .RO -11p.0 e0v -ID20 •l0o f].0 •m0 i13 n0.p 80.1 •]p.0 9ap n00 8D.0 SMeu 11.@e-11%e .roA .I I00 IRO n10.a nne .++AO eR0 n1a0 R rylsl Do I.. . +ma -1 M. Ino .".. +roA ilia .raa -1'Do ]! III. usvf Atw .700 -I100 IRO .1100 In Moo 'no -1100 •]Oa -,%D •1a "Do -]Do -Wla -1p.0 8Ea m0un9N X511.30513 Imo -1100 .]00 -II0.a Imo n100 IRO mn0 W1[mlf. 3a611-30810 .70.0 n10A 'no '110.0 .10.0 -n00 •m0 -11" 'Ma ilia nap -loa 1 -,a0 4M3 Fyllb 1L611.15f0 • 410➢ .raa n100 e00 .Ilia IRO Mao Eautltl. )5511-m31a n0.0 nIio -Mo 41M e00 -1100 +7e.0 410.0 nno -I100 N0.0 41" A +1a.0 830 O Di,Sne Nall-b.o .rap 411D +n0 .111 ..0 nloo .RO 4M. ..Pn9W ID.PMee nail -Mal. Do.5f1-]231e •]OA -]AO -1100 -110.1 npA n00 -1111 -110.0 ..a n0.p "'Do -In. •R.p e 0 -11.. 4loo +m.a .1.0 "'Do Ina np.a .m.v -Ilia .109. l A -m.0 IR.O .12m.511.3Y.31e B61Pa. ITOa nfoA .no n100+1a0 -Ilan +m0 n10O Suo_aM i061]- o". *711 410.0 •]0.0 -116D noa -1 4 ep➢ -1@. n00 iBA A0.0 80.. n0.0 j 881nma mI1]-roofs .roA n100 •m0 'n0 -Ma -IIOO •n0 ."Do +RO -Ilia NOa -".a +ma -11a0 4aeNal ]3610-a115 n00 -1 ao n0.0 .1. Na0 -1.11 -7oa 9v.1 • p 83A n0.0 B2. np.0 .2AY!1}.S1.N. IRA -Ilan .RO ilia n00 .II0.a rno -1+n0 U EauaXN 1L61]-.1.6Y Ml -tloA nA0 -IIDa •rt.0 -IMa nDa -1 Do nap -II0.a np.p -W8a l +m.a .1.1.S Il.ai I .roA -1'Do •ma 'MoI.a -II0.a IRO .Ilia CI19nm94e 90511-]fl519 +m.0 -11vA n0.a -if0.p noa na].o np 0 -1@. nv.0 -09.9 •n.e 80. . g0.0 8f.0Do 0-L.s10 ..a -1 I. •n0 -Ilia N40 nma Imo ".a P.NNPWrI 33018-SSS15 -1p.0 n1U •]00 n110 -no'1016 •]00 910 NDo -033 •]AO 80.t 0 nP0 800el OI IB Ttllxt ^-.t.W Iron .IIOp M. n16o +RO -Ilia +Ro .Ilia OtR T11rc1 ^ � +1.BY -Iloo noa -napDo M2.0 8].0 Aop i3] •n0 i0.t IRO E0.0 SEE TABLE it, SHEET I U POH ANUHUH bNUUV w3 U II11, .. ­.=... .,..... , ,..-.•.-•�•.-•.-. •..------ -... "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -50.136 "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -50.136 NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH TIE FRAME. 2) FRAME DIMENSIONS ARE BUCK SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEDTAVAILABLE WIDTH ORHEIGHTDIMENSION SHOWN ONTHETABLE. * i NO.58705 JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTSSHOWN IN FIGURES ABOVE APPLY TO ALL CONFIGURATIONS) 1GL TYPES 9 THROUGH 16 MAY NOT BE USED WITH JLNEL HANORINTEGRAL FINFRAMES �STA ad 1:5u1NDLoor DRrvE DESIGN PRESSURE TABLES �'•.RORIDPd..:'�'C�: (891)4B61H0 11fN: 6SENG�SINGLE HUNG WINDOW INSTALI ,,ZONAL A L]rr)]1 wal lk P.E. _"`LM`""' �"� _ SH-5500 NTS 7 OF 13 J ROSOWSKI OOU: - LM 05/15/15 .SH5500-01 I B FOR ANCHOR GROUP D. TABLE 10. SHEET9 MAY BE USED. © 0 © 0 0 V 0 0 0 © 0��8� © © mg 000080000��0go0go0 0 © D O D O mug0uo0uo0uo0uo0goougoug0uu0oo0oo0� ���000000n000000""0000000000000000©00©""©ouoon"000000000"o©"0000©© ��"n00000""on00000000000"0"ouoon"""00000000"0000000000000©000©000 ��000000n000n"o©000"0000000000000©00000©000""""0000©""©""0000"000 ®��0000000"oon00000000n00000n00000"no"000non00000000000"00000"0000 m"on0000"000000"""0000""ono"n0000000n0000000""0000""""n"nno"o""o m�,000noonnon"000n000000n00000""n000000""ono©noon""""0000"""0000©© ��"n0000""""noo""""000"nn0000"""ono""""""on©0000©0000©"""©000©©"" �oon0000000n000000n0000"""0000"000000"oo"o""""0000""o"0000"©0000 �"no""""n"nno"no"nno""nn000n"no""""nn"n""n""no"noon"©""nn"nnoon" �000"nnn000nnnn0000n"00000n"00000""o""0000""n000000000"000000nno = E=E=m on0000000000©0000000000000000000©0000000000000000000©00000000© "noonoo"nnononon"onnno"on00000000000000"noo"onn0000nn000000"000 ""0000©"0000""""n" ©000""""""""nno©""©000 �""000uo"""0000"nn000""""0000""nn"000nonn"nn000"ouoon"""""n"non"" m�"""0000""o""o""o""on""0000"""oo""o""o"000""""0000"000"0000"000" ��""000uo"""0000"""0000"n00000000000000n"ouoon""000"000"on00000"o """"""""""""nn"""""""n""""""""""O"""""nn"n""nNon oon OEn"nn"nOn"nn"nn"nnnnn"nnnn""nn"n""O"©"n"n"n"n"nnnnn"nHung NON DOD"n"n o�0000000noon00000n000nono""00000nnnno"0000"0000n0000""oononnoonn onoonoo"nn"nnonnoon00000"n0000n""0000000"00000000nnon"n00000no" - mm�o"o"n0000""nn000""nnonoo""oo"0000n000""" ""ono""o"o"n00000""""nn ��o"000uo"nn"n000000000000"000000nn00000000000nn""nn""0000"000noo �o"o"000""nnnn000""noon""o"oo""""000uo"""n0000©"o""on00000""ono" o�noo""onno"""n"noonnn"noo"noo""n""nn"no" m�n00000"000uo"onno"000000000nonn00000n00000noo""0000"o""oon0000n �nnonoonn000"oonnoonnnnn0000000000000nn00000non0000000nnnnoonnnn � "n0000"nnuno"""on"o""nnuno"noon""oonnnouo"ounnnoono"""nnonnoo"" mnun"onoononnn"n"o"o"""non"n"o"nno"onnu"nunnon0000"n"uon"o"onnnn""""""""nnnonoonn"o""o"on000non000nn"o"n"n"n"o"n"o"ononn"nnn"o " ��noo"000000nn"0000"n000n000uoonnono"0000nnn000000n"o"nnn000n0000 �0000noo""o""o"no""onn0000"oo""o""onnoonon"o""0000""o""o"no""o"" �on00000n"0000000"0000non0000"000000no"non00000000n00000"on""ono m�n0000000000000nn00000000000n0000000000000000nn0000000"nonn00000 ""0000"o"""ono"noun""oono"000non"o""o"no""""noon""non"o""ono"" m0000nonnoon"nn"o oo"onnnoononoo""oonn000nnunn00000000nnon000"oo" ��""onno"n"n000""nnnn""unonoo"""n""""onn"n"""uonoonnnno"n""nn"""" ��000nnnu000nonnn0000000000nonoonn"nnnoon"nun00000nnn"nnn000nonoo ��on00000"000"o""o"non"0000nounoo""o""ono"""o"000uo"""""on"o"non" ��o""0000""ouoon"onnon"000uo"on"o""n""onnoo"o"oon00000n"onnoononn ����000n0000"000000000000000uo""00000000non000000nu000000"00000000n t��0000"00000n000000000uo"00000000000noonn0000n0000000u000""000000 ��onoo""0000""o""onn0000000"000uo""on"ouoon""noon""""o""on"on"o"n m®�uou0000uo"undo"00000n000""ouu"ou"oon00000""""000uo"oon0000""oo" SEE TABLE C, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. " MIN. SASH HEIGHT= WINDOW BUCK HEIGHT-50.136 NOTES 1) USE THE ABOVE ANCHOR QUANTITIES REQUIRED......... TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2) USE THE MOVE W".. ANCHOR O.C. SPACWG....... TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK' -MEETING RAIL d)FORSRESNOTSHOWN,ROUNO UPTOTHENE AVAILABLEVADTHORHEIGHTDIMENSIONSHOWNONTHETABLE 5) REFERTO TABLES 2 & 3, SHEET 2 FORARCHORGROUP DESCRIPDONS. No.58705 YaE. ArcM�OL.SPEcliOM o E . T2pnl{p•IluWlbn iE, l=TECNNCLODYDRrvE ANCHOR QUANTITY TABLE J ROSOWSKI N.VENICEFLM 75 (Q4IHIItLI= TM Gben: �P16�Rom1. SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 IElFWHII�A NC y,yFSH- SN 78 'MD Nu Rm SH-5500 NTS 6 OF 13 'MD-01 B m®mIMMMm11=1111 111=3®11IMM®m®�®111IMMEE=mUMSM 0a�0a 8a�0a B��0� 0��0� 0� 0 mmooloologoo�0ag0�oorgogo0lo0go0l�0� ®��"o"0000""00000000"0000"""""o"0000"""""""o"00000"o©0000"©0000""o o�00000"0"""00""""000""""0000©0000"000000000""0"0"00000"©00000000 ��0000000000000000"00000"000"©0000©0000000000"000000"©00000"""0"0 m"o"o""0000"oo"0000000000""U00""0000000"00"000"00"00""00000" """""""0""0"""00"""00"000""00""00000000 0000o""00000000000000""00000"0"0"000000"00"000"000000000""00000 mom"00000000""0000"""""oo"o""o"00000""""o"""0000"o"""0000"0000"""o ��o00"000""0"0"00000000000000"""00"0000"""0""00"00000000""0000000 ��o0"000000"000"0000000"000000""00000"0"00"0""0""0000000"00000000 ��"o"00000"o""00000000"""o"0000""""oo""0000""00000000"o""""0000"" m�""00000©0©"000"0"00""0"000"0"0000000000000""00000"""0""000000"0 "oo"""0"000""000"0"0"0"0"0"""00000"""00""0""00"0000""0000""oo"" oamill" Una Una a0"0"000000"""000000000000000"000"000"00"0"000" m�o0o"0"0000""©0000000000000"000""0""©0000"0000©"00000000"00""000 m�""0000"00""000000000"000000""00"00"000000"""0000000""""000"00"" "o""o""""oo"oo""0000"0000"""0000""o""0000"oo""000000"""0000""oo ��000000000"000000000000000""000000"""""0000"o"o""""""00"00""00"0 ��000""0000"00""""0000""0000"o"""0"000"0"""0000"0"0000"000"0"0"00 m�000"00000000©"""o"0000000000""oo"00000000"""0000000"""0""000000 011110��"oo"o""0000""o""o""00000"oo"o""o""o"""""00000"o""o""o""o""o""o" ��oo"o"0000"""o"000000"o"0000""00"000000000""""00000"0"0000""0000 m oo"""o0000"0000000000"000000"0"00000"0"0""00000000"0"00000"0""0 000"""o"o"o"o""0000"oo"o"0000""""00000"""oo"oo""oo""""0000"0000 ��0000000""00000""00"00""""000""00"0"0000"0000"00"0000000"0"00"00 moo"0"00000000"0o0"0""0000"00000"000000"o"oo"oo""o""o""oo"oo"o"" �lml��0000""0000000000000""00000"00"0000000000"00000000000000""0"000" """o""0000"oo"000000000000000"00000000000"00000000"o"00000"o"o" ®moo""0000""0""0"000"000000000000000""00"00"""0"00000000"00000000 ��oo""""00000""0000"""""0000""0000000000""0"""0"000""""0000000""" ��"0000000000"o"oo"o"0000000000"o"o""o"o""o""0000"oo""""oo"o""""" ��0000000"00"0000000"00000000000"0"0000000000000000"0"0000""00000 ��"o"o""o""o""00000"00"0000"oo""o""o""oo"o""0000""o""o""o"000000" m_�_0000000000000"00000000000000000000000000000000"00000""0"000"000 � 0000000 00©00000000000©0000 Ono SEE NOTES: 1)USE THE ABOVE ANCHOR QUANTITIES REQUIRED _........ . TABLE FOR ANCHORS INSTALLED THROUGH THE FRAME. 2)USE THE ABOVE -MA ANCHOR O.C. SPACING .... ..... . TABLE FOR ANCHORS INSTALLED THROUGH THE INTEGRAL FIN. 3) FRAME DIMENSIONS ARE BUCK'MR' a MEETING R 4)FORSRES NOT SHOWN. ROUND UPTOTHENE AVAILABLE'MDTHORHEIGNTDWENSIONSHOMMONTHETABTE. 5) REFERTO TABLES 2 & 3, SHEET 2 FORANCHOR GROUP DESCRIPTIONS. _ `•��oNY LYNry S LICENF '.11 _� `^ � 10]O TECHNOLOGY DRNE �• ••TT •�- N. VFNILE. R3lTi5 � ST TEO /!/�� (B51}4861800 ; ilC ••.;TORIOP;' �� 645. AnNwOL. SP�BNi Am 'NLLip51FE�'hoDY>n I ANCHOR QUANTITY TABLE I J ROSOWSKI I ISINGLE HUNG WINDOW INSTALLATION - LM 105/15/15 1 NTS 1 9 OF 13 B m o m o o o o m m o m 0��0� 00 �0��0�0��0a0a�00 a�0�a0�0��0Ba0a�0�0 o��ovoovvovvovvovoovvvvvovovvvvvvovvovvoovvvvvmovvvvvovvovvovvvvv �m�ov000voovov00000vo0000voa0000voovoov000vovomoov0000000000000U m�ov000000voovovovovvv000000oo0oov0v0vvov0000v00000000voovv0000vv ��vvvvvvvvvvvvvvvvvvvvvvvovvvvvvvvvovvvvvvvvvvovovovvvvvvovvvvmv Bannon 00000oovo0o0oo00000ov00000voovoovvov000vov00000vovov00000v0oovo on ®em ��000vovvvvvvovoovoovov0000ovv0oovovvvv00000vvoovv000vov000000mo o��00000v0000vvvvovoo0oovv0000000vvov0vvovovoovoovvvvvo0000v000000 ®OVOvvvvvvvvvvOVOvovvv vvOvv©©©vvv©©©vvvvvvv nun Una vvOvvvvvvvvvvvvvvvvvvvvovvvvvvvvvvovvvvvvv OvovvvOvvvvvvvvvvvvOv vvvvvvvvvvvvvvvvvvvvv ovvvvvvvvvvvvvvv©vOvv vvvvvvvvvvvODDvvvvvvv �1�000000voovoovov000vov000vvv000vovvovvovvoovv0000voovoo0ovvoo0oo 0�00ovv0000ovvoovovo0vvv0000vvovov0v00000voov000vvvvoovvvo0000von m�ov0000vvvovovoov00000vvov00000voovvv000000vvoovovvvovovvv0oovov ��0000000vv0000v000000000vvvvovovv00000vv0000000v0000vv000vvvvovo 0ovovvvovvvvvovvvvoovvvvoovvovvovvovovoovvoovvvvoovvvv0000vvvovv ��0000vv0000vv0000vvoovov0000vov00000v00000v000v000vv00000vvoovov ov00vvv000000000000000oo0ov0ovv0000v0o0oov0000ovvvv00000vv0000v vvvvvvvvvvvvvvvvvvvvv vvOvvvvvvvvvvvvvovvvv �DvvvvvvvvvvvvvvvvOvvvv lml��0vovvvo0vvvvoovvv000vvvoovvvvovvvovvo0vovovvvvvoovovvv0vvvvvvvo 0® ®�ov00000000000000v00000v000000000vov0000000000000vov00000v00000v ®�ovoo00o0voovvv0ovv000v0000000v000vvov0000v0000mvvvoov00v000vov �00oo0v0000vvo0oo000000v0ovvov000v0000000vv"v000vvv0o0vo00000v00 m�vvo00ovovoovv0000000o0000000000000000000000vv0o0vvvoo0ovvvoovvv ��oo0000000vvvo0o000000vvoovvovoo0voo0oo000oo0oov00oo0vvo0oovoovo �vvvvvvvvvvvvvvvvvOvvv �00000vovv000000000000000000000o000000000000000oov00000o00000000 �v0000000000000000000000vov000000vo0o0o00000000o0000o000000o0000 0oovv0000vvv000vvoovv0v000vvvvvvvvvvvvovovvvvovvvvvvovvvv vvovvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvovvOvvv 00000v0000ov000000000voovovo0v0oovo0voovoo000000voovovvoo0oovoo vvOvvvvvvvvvvvvvvvvvOOvvvvvvvovvvvvv novvvvvvvvvvvvvvvvvvv 0voov vvvvv mmzmm �0v000v00000v0000ov00000000v0v000v0ov0000000000v oov0000v00000000000000vUIM0000000voo0000vo000000000000000voo noun 0vov00000000 ©0�000000000o0000v0000000000moo0o00000000000000vov000000000000000 0�vvvvvvvvvvvvvvvvvvvvv ��00000000000000000000000000000ovv000000000000000000v000000000000 �EM=m0000v000v00000v00000000ovv000000ov000000000000ov000000000000000 s�0000000000000000v000000000vo0oovoo00o0oov0000000o0vovvov0000000 �o��vvoo00ovvovvvvvovvvvvoo0vovovvv000voov0000vvvovvvvvovvvvvo0oovo ��00000000v00000000000000000v0000v0000000000000vo00000v0000oov0oo ®�0000v000voo0oo000000000000v0ovov000000v000v0o0oo0ovovvoo0oo0000 c��o0o000o0oov000v000000000000o0000voo0oo0000000000oo0oovo00000000 v�vvvvvvv..vvvvvoovv000vovvovoovvo0ovvv000v0000000o0000vvvv0000vv ��oovvvvvvovvvovvvovovvovvvvvvovoovvov0000v0000vvvovovvvoovo0v �o0vovoo0vovoovoov00000000v00000v0000000000000v0000vovoov0000000 �00000vvovoo0o0000000000000000000000000000000000vov0000000000000 mam= �oovvvvv..00v00000000000000000v0000000000000000000v000v000voo000 �000000000000000000000ov00000000000vo 00000000000v0000vv00000000vo0000000v000v000000vv00000v0000vv000 00000000000000000000000000000000000000000vv0o0oov0ov000vvo vvvvvvvvvvvvvvvvOvvvv 0000000000000vvvovv000v0oo vvOvvvvvvvvvvvvvvvvvv. o vvv �®�v0000000voovvvvvv.vvvvv000vovvoovo0vovoovovv0oovovvovvvovvovvvv SEE T.'E./G..J/1CCI /1'VM1 VCaIUR nRCJJunw vv ncry wnrra n�a�roW. "MIN. SASH HEIGHT= WINDOW BUCK HEIGHT - 50.136 m * No.58705 'GLASBTYPESBTHROUGH 15 MAY NOT BE USED WITH J-C NNEL OR INTEGRAL FIN FRAMES PRODUCTREYISED camPlY4M M1 E OV Fb OWIAinBC.& Aaepbnco No f 7.0430.OS ExOirwiu: Dnv /jinn �LW ¢;W==GYDRIYE =� '; Ifi�w;12T5 ANCHOR QUANTITY TABLE J ROSOWSKI NOTES: FRAME DIMENSIONS ARE BUCK'MR'=MEETMG RAIL. - Fjp"-AOFUDN.:C� lRb:1) SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)FOR BNES NGT SHOWN, ROUNDUP TOTHE NEXTAVAILABLEWIDTH Ofl HTJGHi DIMENSION SHOWN ON THETABLE.ro>�r �F9,OC 5llntrlfoN^pA'43)REFERTOTABLES2,SHEET2FORANCHORGROUPDESCRIPDONS. ALYNN MUER.M sa SH-5500 NTS 100E 13 MD-SH5500-0H. /2B]95 an� � ,.483• .B35' HANN 10EL FRPME -�- 33]5' OHA NNMR 3500' .OBT -yr- .062' 1AM- 1 -r YOFL4NGE FPAME HEAD/JMB MY r .06'.Offs• 1.9)s' �1 M. +, 1531' If � 1.OW' - OF00D O 14 MEENNG flML ,6 SASH RAIL 3 FIN FRAME HEAD/JAMB 3.463• - I� .O6Y a L OEQUAL LEG FR HEAD/JAMB 3.4 —�{ o flW OECRIM. LEG FRAMESILL .orP I � ns 1.105' REINFSASH Y3 REINFORCEMENT 1� 1.03P �~ 1.331- 8r� STANDARD 16 MEETINGRAIL REINFORCEMENT --� 7.zts• 1 .Bra• � .sso)Ir—(r1jT'O� 2.17P .nt' tyyo. 7). ,) W CE 1S SCREWCOVER 18 I ERRLLCCK YO IIFTRAIL NTFf2LCCK COVER 21 NTERLOCK OLED BEVELED ERLOCK COVER + 1.181• I-- J� �0]P 810' ISO- HO SASH 25 REINFORCEMENT 0]P 1.041' L .13P -�{ 1.340• F-- OP> ETRAIL MD MENG L REMFDRCEM V\OENSt.''•�,i�( I I 1 ,�I_, 1)5' LJ .036' --�-I .035• -4— �9 : I Oax�iP6on: 7 Bi: OLAMIIG SO EXTRUDED 81 ROLLEO=A�.fO':. "� F!(P�� N. VENICE, FL91TI6� WINDOW EXTRUSIONS J ROSOWSKI BEDDING OSCREENFRAME aSCREEN FRMIE F'•.'„20g10?. ��'� nw: OaG: 'Ssi dv.`` " 160B SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 q))ONAL E„O 4w,yoRemn wrw�mmmwc suw/uaev[ scatr s>�[ am.nq ne. Rx A Lrnx 6SH-5500 NTS 11 OF 13 MD-SH P.Ef5705 5500-01 B 0)05 CER}.OFAUTH.lQ9'd6 Bill o}Material Bill of Material, eonL # Pad # Deccription Material # Pan# Description Material 1 620101 Single Hung Frame Head S Jam - 71hanne P C 72D197 Auto Lock Mechanism C Steel 2 620102 Single Hung Frame Head 8 Jambs - Flange PVC 46 72019589 Sweep Look Cast Zinc 3 620103 Single Hung FlowHeatl ItJambs - Fin PVC 4] 72019536 Auto Lock Cover Assembly Cast Zmc 4 6201D4 Single Hung Frame Bead B Jambs - Equal Leg)Bcx PVC 4a 76X1180PTX a6 x 1-1/8' PR FH SDS (Auto and Sweep Lock SereM SS 5 62D705 SHIDH Flame SIII -J Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast zinc 6 620106 SKDH Frame Sill - Flange PVC 50 776)34PPA #6 x 3/4' PH. PH SDS (Keeper Saew) SS 7 620107 Si Frame Sill - Fin PVC 51 420181 L/R Bew9ed Tla Latch Caner Key PVC 8 620108 SKDH Frame Sill - Equal Leg/Box PVC 52 4201M UR Pull Rail Tilt Latch Coma Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL 06 x 3n4' Ph. FH SM (Comer Key Screw) SS 16 620129 Sash Rail (Sides, Top 8 Bottom) PVC 1 54 420183 Tilt Latch PVC 17 620134 Balance Cofer PVC 420184 Tilt Latch Retainer PVC 18 620133 Sash Stap/Screw Cover PVC 720207 1' Tilt Latch Spdng SS 19 62DI56 Pull Rail Interlock 6005 T5 Al 420166 Plasge Till Latch Finger Pull PVC 20 620144 Put Fall Warlock Cover PVC 720192 Metal Tih Latch Finger Pull Cast zinc 21 620157 Beleled Interlock 6005 TS At 420160 Phut Bar Comer Key PVC 22 6201M Beeeled lntedock Corer PVC [67 72D206 PW Bar SS 23 6201M L)ght Seem Reinforcement 6063 TO At 720191 Sash Pull Handle Cast zinc 25 =152 HD Seen Reinforcement 6063 TS Al 720194 Senn Pull Handle With Latch Assembly Gent Zinc 25 620153 Standard Meeting Rail Reinforcement 6005 T5 AI 7B34FPT #8 x 314' PD. FH SDS (Pull Handle Screw) SS 27 62DI54 HD Meeting Rad Reinforcement 6005 T5 AI 420188 Bolton latch Strike Plata Cast T4nc 30 61644 Weatherstrip,.187-x.270'Fin Pile 77a%B 98 x 5/8' Ph- FH EMS (Strike Plate Screw) SS 31 BOW0 Wealhersidp„190' X .300' Foam Bulb Flex PVC 72 720135 Lami I.O. Bead PVC 32 61719 Weatherstrip, A87' x .MV PolyPlle 74 Backbeddi g, GE 7700 or Dow 791 Silicone 33 69625 Weatherstrip Plug, ,M' Flnseal 75 71646N Setnig Block (7/8' x l' x 1/a'), 85+/.5 cum. EPDM 35 70XIMTrF #e x 1' Ph. PH SDS (Interlock Mounting Screw) 80 01012 Extruded Screen Frame Alm 36 7=THPX M x 3' Ph. PH SMS (Meeting Rall Screw) 41O SS at 61011 Roll -Formed Serem Frame Alum 37 716e95P MeeWg Hall Scmot Support Plate 60W MAI 82 7CKGLB21 Screen Caner Key for Extruded Frame X4 PVC 38 720210 Weep Hole Corr PVC 83 4-02 Screen Comer Key vAth Pull Rhig X 2 PVC 4D 720)0WJC Constant Face Balance 84 47041 Screen Caner Key vANout PWI Ring X2 PVC 41 #8x&4' Ph. FH SMS(Can. Force Balance Spew) SS 85 7CASPM Tenskln Spring BS 42 Spiral Balance 86 61816C46 Screen Cloth Fiberglass 43 711201 Spiral Balance Shoe Nylon 87 61635161614 .140' Screen Spline (MachlneMand Rolled) Vinyl 44 78X714FPAX #8 x 1-1/4' Ph. FH SMS (Spiral Balance Screw) 410 SS PartV Description Material 76 Kammening 4SG TPS Spacer System 77 Ouanex Super Spacer nXf with Hot Melt Butyl See this Sheet for 78 Duane% Dumseal Spacer Materiels 79 Cardinal )L Edge Spacer * . N0.58705 STRUCTURAL STRUCTURAL SILICONE 'OLVISOBIIMENE 1/4-NOM. FOAM WITH DESICCAM WITH DESICCANT EXT. GLASS EXT. GLASS M KODISPACE SUPER IS 4SG TPS SPACERS NXT " DURASEAL@ 76 SPACER POIYISO- DESICCANT FILL AREA BUTYLENE ViTNOW SEAL SILICONE SEAL 30LL.FORMED NLESS STEE r. GLJSs Ind. GLASS OXL EDGE'nu SPACER I•RODUCr REVISED ewmW)inB w66tMFbrka wreina Cage Attryrmrow /7-D63D,ag E ,ermniD'm nr 1070TECHNOLOGVDRNE BILL OF MATERIAL(BOM) JROSOWSKI ��,�•. STATE OF �� N. VENICE. R342T9 _ _ -,Fs ''Tom°"''• ���`� (wl"4 Iaae SINGLE HUNG WINDOW INSTALLATION - LM 5/15/15 NOTES: !SyONAL ENG.`` werqunaam 1) INC BY ENERGI WINDOWAND DOOR PROFILES, LTD.,TO BE LABELED FDRAA EXRiUDER CODE. rrrrrNMli11e1 ieanHI�FMFL� 6 �` �°°E 2)ITEMS#943.15,24,29.29.34,39.61.62,6e-71,573ARE NOT USED ANDARE NOT PART OFTHIS P MOVA- ALYNN Me1ER PE. SH-5500 NTS 120E 13 MD-SH5500-01 B P.E.A6B1o5 LERT OFAURL Rl929e