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Product Approval
FPECEIVED MIAMNQADE MIAMI-DADE COUNTY 2 6 '0118 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY A RESOD. R) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATI °un T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"SH-5500"PVC Single Hung Window—L.M.I. APPROVAL DOCUMENT: Drawing No.MD-SH5500-01 titled"Single Hung Window Installation- LM",sheets 1 through 13 of 13,dated 05/15/15,with revision B dated 06/06/17,prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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. u 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 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. / L The submitted documentation was reviewed by Manuel Perez,P.E. �L� NOA No. 17-0630.05 MIAMFDADE COUNTY Expiration Date: July 30,2020 Y11/20/0 Approval Date: November 30,2017 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05/15/15, with revision B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system,Durasealo spacer system, Super Spacer®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 51d 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. 5- 9.05 Manuel Kerezj P.E. Product Controx 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 (CONMFUED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(CONTINUED) 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 51h Edition(2014) and FBC 6th 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 NDA 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) G. OTHERS 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 iring on 07/30/20. 11 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 ANCHORAGE ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 2&118'MAX.O.C. 215/8' FOR ARCH-TOP RADIUS-TOP 54'MAX.BUCK WIDTH MAX.D.C. HEADER(SIM.FOR ALL VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER( FROM 30' 12'MAX. / WINDOW TYPES) LEVEL,GEE SHEETS&7 IMPACT RESISTANT WINDOW TYPE.) e7��f SEAM aFBff•.SEE Ef 33_. _._.lam( X.O.C. 52-1/8"MAX.BUCK WIDTH 10"MAX.FROM SEE SHEETS II1-1/4' A SEE r-- -'t"1 12'MAX / FRAME SEAM D,SEE B,SEE 30'MAX.O.C. �I ,_72. SHEET 3+ FIXED VISIBLE —L 1 SHEET3 LIGHT WIDTH SHEET! r - I I B,SEE _ 30'MAX.O.C. _ SHEET 3'�. .-�l- 12'MAX. C.SEE A SEE 12'MAX. ._.1 SHEET 4+ I SHEET 3 I j / EQUALLY j / VISIBLE FIXED A SEE r._. _. l / 1Y MAX 1 I / EQUALLY !I 17.718'MAX-O.C. SPACED I LIGHT 17-71W MAX.O.C.ANCHORSSHEET3t 1 SPACED / �_ TABLES9-11I I /HEIGHT �_ EQUALLY 17-78'MAX.O.C. ANCHORS PER I 91.78' SPACED / TABLES 911 MAX. ANCHORS PER O �• 84' 0 BUCK TABLES 911 — _ BUCK MAX. HEIGHT -T— MAX. — HEIGHT 10"MAX.IO.C. BUCK AS SHOWN X III 4 10'MAX.O.C. BUCKHEIGHT 10'MAX.O.C. X j HEIGHT I �1 7' Ll X • (91.78' , • ._.___ .T II 13-3/4•MAX.D.C. MAX.) 13.3/4'MAX.O.C. EQUALLYASH 13314•MAX,p.C. EQUALLY --EQUALLY 1 I VISIBLE SPACED I -' SEESPACED) Imo_ SPACED LIGHT ANCHORSPER� -/y— SHEETSANCHORSPERI ANCHORSPER _._._._.TABLES911 CTABLES 311 A l TABLES 911 HEIGHT A 8&91 i ,bid MAX. ,&1?MAX. 6-12'MAX NO ANCHORS AT SILL -- _JNO ANCHORS AT SILL B�__ J NO ANCHORS AT '--`� 1-V4' •1 B�}--J B f- SEE SILL WEEP- \I�SEE SILL WEEP- SEE 3LL WEEP- II!_ SEE SILL WEEP- SASH VISIBLE 54"MAX.BUCK WIDTH +••f NOTCH DEfAMS, NOTCH DETAILS, 54'MAX.BUCK WIDTH NOTCH DETAILS, LIGHT WIDTH NOTCH DETAILS, SHEET3 SHEET3 SHEET 3 SHEEP! 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 ORIEL/PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 75"HEIGHT SEE TABLES 4.11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 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). GENERAL NOTES................................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. ELEVATIONS.................................................-...... 1 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, FRAME,GLASS&ANCHOR OPTIONS.................2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE&EQUAL LEOIBOX....3 4)ALL WOOD BUCKS LESS THAN 1-12'THICK ARE TO BE CONSIDERED 1 X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS INSTALLATION,INTEGRAL FIN&J-CHANNEL..4 DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGN GLAZING DETAILS........................-...._._............5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). DESIGN PRESSURES.....................................&7 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INST.ANCHORS ANCHOR QUANTITIES........................................ 8-10 SHOULD BE SEALED.OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. EXTRUSION PROFILES........-......-.....................11 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. ASSEMBLY&PARTS LIST.................................12.13 7)DESIGN PRESSURES: CODES/STANDARDS USED: A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER/STM E1300. B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. •2017 FLORIDA BUILDING CODE(FBC),STH EDITION C.DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN,ASD. •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE HAS NOT BEEN -ASTM E1300-M USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER •ANSUAF&PA NDS-2015 FOR WOOD CONSTRUCTION DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. -ALUMINUM DESIGN MANUAL,ADM-2015 PRODUCT REVISBO 9)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. •AISI S100-12 NcomplyingNs complying nth Fkrib 10)REFERENCES:TEST REPORTS FTL-7964&7966;ELCO ULTRACON NO&ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ENERGI WINDOW AND DOOR PROFILES,LTD WHITE 8 BRONZEA.IGHTER •AISC 360-10 A�w N.17- p,O,r SHADES OF CAP COATED PVC EXTRUSION NOA'S:NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NOS&ALUMINUM AL E ' Datc 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. X\�ONY LYNN,�� RUPDATED TO FBC 2017.-JR- e, � USER INSTRUCTIONS: � a�, VCENse '•�(: M'm"i Pro" 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. � •'•i- O6/O6/17 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. �•; �'5870b 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN _ DwoNptiom O/vYn By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW 107DTECHNOLOGY DRIVE GENERAL NOTES&ELEVATION J ROSOWSKI OPENING OBTAINED IN STEP 1. N.VENICE,FL 34275 Rd. Dow DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11.VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR TE YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET. '�is'.,!R ORIO�`. \�� (941}48&1800 S NGLE HUNG WINDOW INSTALLATION-LM 05/15/15 5)INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. '�7;s/ONAL E ��� copra� 0=7 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J-CHANNEL.FLANGE, ' 1I1, I1 R.P.E. A RXMRB REDEIIV¢D pn»I"p�, ItM; A.Lr NNMI�LER,P.E. SH-5500 NTS 1 OF 13 MD-SH5500-01 B INTEGRAL FIN OR EQUAL LEGIBOX). P,E.0 58706 CERT.OF ALrrH.929296 TABLE 1:ALLOWABLE GLASS TYPES Franca Glass Frame Frame Glaas Design Pressure Type, ye De acrlptlon(Listed hoc*Exterior to Into Hor) Table# Sheat# Types OptionsContlga Shapes Installation Options that may be used (see Fig B) (see Table 1) (sae Flg A) (see Fig C) 5 R8'Laminated I.G.:1/8'A Extedor Cap+7116-Air Space+5116'Laminated,(2)Lite&of 1/8'A Glass with.090'PVB Interlayer 4,5 6 6 7/6'Laminated I.O.:1/8'T Exterior Cap+7/16'Air Space+5/16'Laminated;(2)Liles of 1/8"A Glass with.090"PVB Interlayer 4,6 6 ....into 2X Wood CMU-Framesheet 3.p-sheet 3,option 1 Equal-Lite, Square/Rect., 7 718'Laminated I.G.:3/16•A Exterior Ca +318'Air Space+5116"Laminated; 2 Liter of 1/8"A Glass with.D90'PVB Intedayer 4,6 6 Flange Through the warns ...into gh IX ldcMU-sheet 3,option 2 Cap pa O y 5-16 OnellProHew Arch-Tap& 8 7/8'Laminated I.O.:3118'T Exterior Cap+318•Air Space+5118'Laminated;(2)Liles of 1/8'A Glass with.090'PVB Interlayer 4,6 6 (#2) &Cottage Radius-Tap of the window:.::.. ___through 1X Buckstri, into Concrete/CMU-sheet 3,option 3 9 7/8'Laminated I.O.:1/8"A Exterior Cap+7116'Air Space+5118•Laminated;(2)Utes of 1/8"H Glass with.090"SO Intedayer 7 7 ....into Metal-sheet 3,option 4 10 7/8"Laminated I.O.:1/r T Exterior Cap+7/16'Air Space+5116'Lamireted;(2)Lite.of 1/8'H Glass with.090'SG Interlayer 7 7_ ....Into 2X Wood Frame/Buckstrip-sheet 3,option 1 Box I Equal-Lite, Square/Rect..Rp& Through the frame ....into ConcretdCMU-sheet 3,option 2 11 7!8'Laminated I.G.:3118'A Exterior Cap+318"Air Spee+5118"Laminated;(2)Utes of 118'H Glass with.090'SG Inladayer 7 7 Equal�eg 5-16 OdeUPro.iew Arch-Top 8 12 7/8'Laminated I.G.:3/18"T Exterior Cap+3/8'Air Spam+5118•Laminated;(2)Lite&of 1/8"H Glass with.1090'SG Intedayer 7 7 (#4) &Cottage Radius-Tap of the window...... ....through 1X B . into ConcretelCMU-sheet 3,option 3 13 718"Laminated I.G.:1/8'A Exterior Cep+5116•Air Spec*+7116'Laminated;(2)Lites of 3116'A Glass with.0900 SG Intedayer 8 7 ....into Meld-shsheeteet 3 3,option 4 14 718"Laminated LG.:118"T Exterior Cap+5116'Air Spece+7116'Laminated;(2)Liles of 3/18'A Glass with.090'SG Intedayer 8 7 Through the ....into 2X Wood FremdBuckstrip-shed 4,option 5 15 7/8'Laminated I.G.:3/16'A Exterior Cap+1/4"Air Space+7/16"Laminated;(2)Liles of 3116'A Glees with.090'SG Intedayer 7 7 .-Channel Equal-Ute,e[/PriS Arch-Top & integral sn...... ....Into Metal-shed 4,option 7 5-8 OdeVPrO.iew Areh-Top 8 16 7/8'Laminated I.G.:3/18'T Exterior Cap+1/4'Air Space+7116'Laminsted;(2)Utes of 3/18'A Glass with.090'SG Intedayer 7 7 (#1) &Cottage Radius-Tap Thrace tree the = _,into 2X Wood FramdBuckstdp-sheet 4,option B of the window...... ....into Metal-shad 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7.9.11.13 Through the ....Into 2X Wood Frame/Buckslrip-sheet 4,option 5 &15 MAY NOT BE USED IN Equal4 ite, Square/Rect.,Integral can ,..,into MMB-shed 4,option 7 Min.Edge Min. THE HVHZ ABOVE 30'. Integral Fin Group Anchor Substrate Distance Embedmenr • (#3) 5 6 &d _Cottage Radius-Top Through the wane ....into 2X Wood Frame/Buckstrip-shed 4,option 6 # T.Southern Pine(SG=0.55) 7118" 13MIN /8' of the window'...... ....into Metal-sheet 4,option 8 " . S (steell,, SMS Steel,A38`16.8 S.S. 3/8' 0.050' THREADS 3 Steel Stud,A653 Gr.33` 3/8' 0.0451'(18 Ga.) FIGURE B:FRAME TYPES Or 410 S.S.) BEYOND THE FIGURE A:FRAME CONFIGURATIONS •A•=ANNEALED A Aluminum,8083-75' 318' 0.050' METAL 'H'=HEAT STRENGTHENED P.T.Southam Pine(SG=0.55) 7/18• 1318' SUBSTRATE. / �,1% O T=TEMPERED 3/16"steel Ultrecon Concrete(min.2.85 ksi) 1' 1'3/9' "UNGROUTED 'PVBURARAY AMERICA, Ungrouted CMU,(ASTM C-90) 2-1/2' 1-1/4' CMU'VALUES BY KURARAY AMERICA.INC. P.T.Southam Pine(SG=0.55) 10/18' 1318' MAY BE USED "8G'_ .090'SENTRYGLAS® #12 SMS FOR GROUTED O/L i HANNEL INTEGRAL FIN INTERLAYER BY KURARAY Steel,A38• 3/8' 0.050' CMU %' AMERICA,INC. (steel,18-8 S.S. Steel Stud,A653 Gr.33` 3/8' 0.0451'(18 Ge.) APPLICATIONS. %� O or 410 S.S.) Aluminum,6083-T5• 3/8' 0.063' B EQUAL-LITE ORIEL COTTAGE 1/4'steel Ultrecon P.T.Southern Pine(SG=0.55) 1' 13/9' 114'steel Creteflex P.T.Southern Pine(SG=0.55) 1' 1318' FIGURE C:FRAME SHAPES 1/4'steel Aggre-Gator P.T.Southern Pine(S(3=D.55) 1' 13/8' —�-{BUCK WIDTH {BUCK WIDTH - BUCK WIDTH�— FLANGE BOX OR EQUAL-LEG 1/4'steel Ultrecon Concrete(min.2.85 ksi) 1' 13/4' -- ----'1 --- --� C Ungroutad CMU,(ASTM G90) 2-1/2" 1-1/4' � /� � �j � _ .u/j Material Min.Fr Min.F. 1/4"steel CreteflexConcrete(min.3.35 ksi) 1' 13/4' O 1111 y/ 4 � T Steel Screw 92 ksi 120 kei 114"steel Ultracon Concrete(min.2.85 ksi) 2-117 13/4' w w G w T _ 18.8 Screw 60 kai 95 ksi Concrete(min.3.35 ksi) 2-112" 13/4" r = ii w O 410 Screw 90 ksi 110 ksi 114'steel Creteflex O El -.r wD Ungrouted CMU,(ASTMC-90) 1-1/4' G = Ebo Aggre-Gator• 57 ksi 96 ksi 1/4'steel Aggre-Gator rete min.3.275ksi 1-1/2 1.3/8' j I, j1 Elco UkraConO 155 ksi 177 ksi Grouted CMU,(ASTM C-90) 2• T RECTANGULAR 1. RADIUS-TOP 1 ARCH-TOP 1 410 SS Elco CnMFkx® 127.4 ksi 189.7 kei 806375 AWmirxxn 16 kei 22 ksi WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY BE USED A36 Steel 38 ksi 58 ksi Pf•ODUCT REV1SFd'i TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES as c with din Florida Gr.33 Steel Stud 33 ksi 45 ksi » yam Min.Edge Min. AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS E10. nwtdmg Code " Group Anchor Substrate Distance Embedmenr I :?eceglanoe too)7'� `x i�o reDateE 2-1/2.'x.131'Common Nail P.T.Southern Piro(SG=.55) 3/8" 2-7/16' . NY LYN/y2-1/2"Rir1g-eheNcRoofrlpNaY P.T.SouthernPire(SG=.55) 319" 2-7/16' `-10-` CEN •' ANCHORS RE-GROUPED. TSadeProductP.T.Southern Piro(SG-.55) yr 13/a' -JR-06/06/17 #10 Trusshead SMSAluanlnuan,We3-T5' 3/8' 0.050' z#,; No.58705 (steel,18-8 S.S. _ - DM n By: or 410 S.S.) Steel Stud,Gr.33` 3/8" 0.0451"(18 Ga.) _ Os 10tion: F Steel,A36* ala• o.oso' � (, tlrroTl=_cHrooLoovoalvE GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI P.T.Southam Pine(SG=.55) 9118' 1-3/8' MIN.OF 3 i�'• ' '• � N.VENICE,FL 34275 #12 SMS ntr: Ootc (steel,18-8 S.S. Steel l s,eecr 33 3/e" 0.050 BEvoryonlE %�ta+!o �� (961°1800 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 �� a 410 S.S.) sues RATE. /,, IN�`A,L1`1-1�`�` AL.Rx.n eREBC+N D s.n.e/NodN: scar: sh..b podn9 Na. /r.w: Steel,A38' 318" 0.050" A.LrNNIALLICR,P.E. SH-5500 NTS 2 O 13 MD-SH5500-01 B P.E.a 59705 CERT.OF RUTH.#29298 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH FRAME ANCHORED THROUGH FRAME AND 1X INSTALLATION DIRECTLY INTO CONCRETE/CMU. SUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE SEE NOTE 2,THIS SHEET. EMBEDMENT ANCHORED THROUGH EMBEDMENT FRAME INTO 2X WOOD 1/4'MAX SHIM 16 1/4'MAX SHIM --�{ �--- FRAME OR BUCKSTRIP. SEE NOTE 2,THIS SHEET. EMBEDMENT SASH VISIBLE 17 EDGE EDGE ` L� 18 LIGHT WIDTH ❑ DISTANCE FLANGE FRAME Fn -1_ DISTANCE SHOWN 11144 BALANCE 114'MAX TYPE VARIES - - TYP.ANCHOR SHIM TVP.ANCHOR TYPE, 42 WITH SASH o TYPE, It EMBEDMENT AND / WEIGHT 54 � EMBEDMENT ETYP.MB ANCHOR TYPE, � 2 l� EMBEDMENT AND EDGE DISTANCE PER /� 31 DISTAAND NCE PER O DISTANCE PER SUBSTRATE, SUBSTRATE Q e EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. Ex7[En7R1pR 87 ' DISTANCE SEE EEETABLE 2 o FIXED VIBIBLE 4 FIXED 19 20 1 OPT.SASH TOP F�� 'I LIGHT WIDTH EQUAL VISIBLE J LIFT RAIL FRAME 2 _I LEGA30X BUCK WIDTH LIGHT FOR ALL WINDOWS: NOTES: SHOWN FRAME HEIGHT I ANCHOR 0 3.55' HORIZONTAL SECTION A-A SHOWN 49 FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND OVER 36'WIDE: DARE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES TABLE 2 SHEET 2. SCREWS 016.3/8' INSTALLATION OPTION SHOWN MAY 14 46 46 47 O FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH 35 WINDOW 1/4'MAX O BOTTOM LOCKS: SHIM 010 OR N12 STEEL 1/4•MAX. BUCK 50 18 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT O SCREWS 8-318" USED INTO WOOD AS PER TABLE 2. SMS(05),SEE 85 FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLE 2, 30 THAN 1-12'THICK ARE TO BE SHEET 2. SASH CONSIDERED IX INSTALLATIONS.I EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 7B DEPICTED AS 2X ARE 1.12-THICK 88 USE EITHER OR GREATER.1X AND 2X BUCKS Q !� OPT- 65 LATCH OR (WHEN USED)SHALL BE DESIGNED L� (2)1' 81 30 64 ISOLOCK. KS TO FLANGE 31 TED UNITTHE STRUCTURE V400D BUCa LE0/00X INTERIOR WEEP LOCATION:8-518' DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES AT g0 FROM SASH END. RESPONSIBILITY OF THE ENGINEER o SHOWN o EACH END. OR ARCHRECT OF RECORD. EXTERIOR 8 88 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION I—I INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 V OPTION 4 PRODUCT REVISED 67 OPENING)IS MEASURED FROM - .c.,oyM WM60.Honda 1/4'MAX SHIM BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH Binding C,� EQUAL-LEGIBOX - 1 j 1 I I 1 FRAME INTO METAL FRAME INTO METAL Apt Nu FRAME SHOWN o ` 11 /7 Rowwon. Ex'raiDate 0 B .2r x 1.25' NO ANCHORS UCENgF•••�!_' �;am Dade ft clixt W R0 REQUIREDINVISIBLE LIGHT FORMULAS * No.58705 .� 2.Br FROM O EQUAL-LEG WIDTH — ISTOI�— * ® _ EACH END. FRAME SILLS @SASH:BUCK WIDTH-DTH- �� 1^ 1070 TECHNOLOGY DRIVE FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI FIXED LITE:BUCK WIDTH•4318' �� F 1 7;7---�` N.VENICE,FL 94276 HEIGHT(EQUAL-UTE) (� "•• ORID,g`. \�� (941}480-1600 71W: Dote. VERTICAL SECTION B-B BUCKHEIGHT2-3-15118' �'�st9 "*•"" •eN N R��7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 '.,, /NAI 1111 Ncnc. s„,„/woodok S-10. Sh; Dr wkv No. aw A.LYNN MILLER,P.E. SH-55O0 NTS 3 OF 13 MD-SH55OO-01 B RE.M 58705 CERT.OF RUTH.M2B296 INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR EDGE DISTANCE I+- NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SH ANCHORED THROUGH INTEGRAL EMBEDMENTEET. FIN INTO 2X WOOD FRAME OR O114'MAX SHIM 114'MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE JCHANNEL EMBEDMENT AND EDGE 18 LIGHT WIDTH FRAC DISTANCE PER SUBSTRATE, 17 SHOWN SEE TABLE 2,SHEET 2. ---- -- ------ o T (SCREW SHOWN) 44 BALANCE EMBEDMENT } TYPE VARIES L 1/4'MAX SHIM 42 WITH SASH TYP.ANCHOR TYPE. EDGE WEIGHT 54 DIS30 0 1 EMBEDMENT AND EDGE DISTANCE Q 31 O DISTANCE PER SUBSTRATE, SEE TABLE 3,SHEET 2. EXTERIOR TYP.ANCHOR TYPE, 18 (NAIL SHOWN) 87 �n7 INTEGRAL EMBEDMENT AND EDGE t� o 3 FIN DISTANCE PER SUBSTRATE, FIXED VISIBLE SHEET 2. FIXED 18 20 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE SHEET 2. LIFT RAIL J-CHANNEL 1 {pyyN (NAIL SHOWN)) VISIBLE FRAME LIGHT FOR ALL WINDOWS: NOTES: SHOWN HE1 ANCHOR 3.55' BUCK WIDTH 1— 49 48 FROM END AND AT ,)USE ONLY HORIZONTAL SECTION C-C 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 5 3 OVER 38'WIDE: OF SHEET 2.FOLLOW EMBEDMENT DARE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 1/4'MAX. 72 0 ) ADD ADDITIONAL AND EDGE DISTANCE LIMIT'S.ANY SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2 8 3,SHEET 2. SCREWS 018-3/8' INSTALLATION OPTION SHOWN MAY 14 45 48 47 O FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK ° BOTTOM LOCKS: M10 OR N12 STEEL 114'MAX. HEIGHT 50 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY B SELF-DRILLING SHIM SCREWS Q 8-3/8' USED INTO WOOD AS PER TABLE 2. SMS(435)SEE g$ FROM END. SHEET ALL WOOD BUCKS LESS TABLES 2 3, 30 THAN 1.1-1/2"THK�(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 18 LATCH(SHOWN) DEPICTED AS 2X ARE 1-12'THICK OR BOTTOM OR GREATER.IX AND 2X BUCKS OPT. 86 . c— LOCK(SHEET 3 65 TESTED UNIT ) (WHEN USED)SHALL BE DESIGNED FIN AND/OR(2)1• 81 30 63 TO PROPERLY TRANSFER LOADS FLANGE REMOVED INTERIOR 31 LOCATION:6-SB' TO THE STRUCTURE.WOOD BUCK WEEP FROM SASH END. DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHES AT 80 RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o o 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 PRODUCT REwsm OPENING)IS MEASURED FROM ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL as—Piymg wdh Iht FiNW INTEGRAL FIN ,may, SHIM MAX BEADING TO BEADING. INTEGRAL FIN INTO METAL (INTEGRAL FIN/FLANGE REMOVED) Swims Code FRAME SHOWN o -� SHIM \ `III ' RMWOrc EccamtiGnDrb t7 4�lfJ WEEPHOLE27X 1.25 �•cM./!/_� By WCOVER®2.87' P OFROM EACH END. VISIBLE LIGHT FORMULAS _*;' Nu.58705 TYP.ANCHOR T, PE. EDGE DISTANCE WIDTH EMBEDMENT AND EDGE Orem ey DISTANCE PER SUBSTRATE, _� SASH:BUCK WIDTH-DTH&112'- I :•Q. P SEE TABLE 3,SHEET 2. -may EMBEDMENT ®FIXED LITE:BUCK WIDTH-4.318' �0 STATE O •.lV 1070 rECHNOLOGYDRIVE J-CHANNEL INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) 4!/` N.VENICE.FL 34275 HEIGHT(EQUAL-LITE) '��s '•�.�ORIDA,,•'•�[�� (941}480.1800 Tltle D.W. INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT2-3-15/16 '�,S'ip ENG. SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN ��,,//NAL X11�� o X101 INTO 2X WOOD FRAME OR BUCK- ALL rJ Otrt�REeeeM --/Rodd: ScnN. SM�L Owwn9 Na �' STRIP.SEE NOTE 2,THIS SHEET. A.LYNN MILLER,P.E. SH-5500 NTS 4 OF 13 MD-SH5500-01 B P.E.0 58705 CERT.OF RUTH.il28288 �-{ 7/8"NO -+{ 718"NO7/8'NOM. 7/8"NOM. 718"N . 5/16"A/A PVB-- 5/16"A/A PVB I 5/18"A/A PVB 5/16"A/A PVB 5/16"HM SG 7/16"AIR SPACE 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"A_GLASS 118"T GLASS 3/16"A GLASS 3/16"T_GLASS 1/8"A GLASS c]EXTERIOR a EXTERIOR a EXTERIOR a EXTERIOR 14 a EXTERIOR 78-79 7&7B 7&79 78-79 7&79 GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718•NO718•NOM. 718"NOM. 7/8"NO718"NOM. 5/16"HM SG 5/16"H1H SG 5/16"H/H SG 7/16"A/A SG 7/16"A/A SG---- 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"_T GLASS 3/16"A_GLASS 3/16"T GLASS 1/8"A GLASS 118"T GLASS— aEXTERIOR a EXTERIOR a EXTERIOR a% EXTERKXt a EXTERIOR 78.79 78-79 78-79 78-70 78-79 - GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 ._- 7/8"NOM. 715'NOM. 7/16"A/A SG 7/16"A/A SG 1rz .4-.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76-79 BITE TYP. '18 MAY NOT BE USED 3/16"A GLASS 3/16"T GLASS WITH!CHANNEL OR 72 74 INTEGRAL FIN FRAMES G]EXTERIOR a EXTERIOR GLASS TYPES 5,7,9,11,13 679 7&79 31 8 15 MAY NOT BE USED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT REVISED GLASS TYPE 15 GLASS TYPE 16 ""nP`y"s"im lhs Flmfid¢ _ B�Diol c 3830 VIII 111 AaccpIraltl�m `�.���NY LYNN .,� RMiton: E rioa Duc ��,.•' 1,IGEN•pF��(��� Mi i ode Product . *; �.58705 '•. GLAZING NOTES: - *- "A"-ANNEALED - °u'" TYP.GLAZING DETAIL "H"=HEAT STRENGTHN70 ED =70 '•� 2 I �; 1DTECHNOLoGymm GLAZING DETAILS J ROSOWSKI 'T'=TEMPERED ® �O�••. ST OF •40-- N.VENICE_FL 94275 VI313Y KURARAY AMERICA INC. "SG"=.090'S NTRYGLAS-BY KURARAY AMERICA.INC. �i�s iF50RIOP,.N` 1H�mPreloHre9un 7ri1R DoH: '1111111110"ANAL 0 G�� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. ALL ROMM�' SHn/Abd/t ScaN: Shwtr powlnq No. /M: A.LYNN MILLER,P.E. SH-5500 NTS 5 OF 13 MD-SH5500-01 B P.E.%58705 CERT.OF AUTH.920298 TABLE 5: TABLE 6: 6 :4 TABLE r."" eatr0 sin m..E 4: Design Pmesn,40182 a OmwiplmtrOk•n 12•7711dW8 Design Pressure, mmm r P.• Design Pmesn,IbWW 56 ia6 MKs.wl Rmm.O N6dw ft-0-1 `M�.r dU "T&6 +/-50.0 p /Yya elrrn u m 0 52175 +65.01-70.0 R.inl.l.wl a! Egw0b 11.304 •05.0 -M.0 450 -700 P.Int I Rt Fa W n.dO.&1-..D skw elmamd CW06• 14,517-15.611 +650 -70.0 41WO .70.0 R2 Fa W.An00.6114 60611 awl >d EpaHk 11.503-14.514 146.0 -raO 488.0 700 SEE TABLE 9,SHEET 6 FOR summa Pmlw 11.377.11.582 45.0 -mo +05.0 20.0 SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Tara 21517-252M +45.0 -rao +05.0 -rao ANCHOR GROUP AND QUANTITY. ramrod Oa01p• 70060.23.616 460 -700 405.0 -700 57.575 Egaeft 17.517-2057 +800 -70.0 46.6 -ml 6lydma Psvw 0.517-17.516 .120 -70.0 .115.0 .700 0 6146.1 11.377.11.116 Ko -rao .115.0 71-0 D Ta 27.583-31,811 +88.0 -70.0 .115.0 -raD C -ft. 20517.21.562 +m.o -ro.0 45.0 -70.0 SI Came 2.617-25.616 105.0 -70.0 41150 -70.0 HEADER w E6aHr 16.517-23.510 +850 .700 1050 -70.0 HEADER Smmma P-im 17.517-20014 1050 -70.0 485.0 400 23 0AIM ea. 14.517-17.514 .65.0 -70.0 .115.0 -700 23 srodwl 11.377-14.518 +05.0 -rao +05.0 -700 OL=D TOW 31.513.35.011 +650 -Ino 406.0 •70.0 0 o 81 Cak.p. 25517-51.662 +86.0 -70.0 +06.0 •70.0 a Ep01k 20.817-88.516 +06.0 -700 .116.0 .70.0 MEETING RAIL tl 771400162 Pod. 17.617-23111 4S0 -7110 +011 -10.0 O MEETING RAIL .._- Cu1•m1a. 111.617-17.616 460 .70.0 +880 -70.0 28 0 Comm sk. 1 12617-1&816 +SL6 .7110 .06.0 -70.0 27 0 0 911.i1w1 11.577-12.610 +060 40.0 4660 -70.0 0 O Taw 20204-MG .650 -MD 488-0 "S- EX1ERgR 61md.d 02120. 20.517-33107 +66.0 -10.0 .660 -MG V 0 O ERwlek 21117-2555. 516 4660 -70.0 . 0 -mo 23 JAMB 23 pers C,m sku 71-611-0.118 +65.0 -70.o +Sso -mo JAMB Ex,fit SASHelmdmd Pnd.0 17.111 +6&0 -70.0 420.0 -700 Cwbm So. 1&517-17.510 +650 -70.0 +05.0 -70.0 E1RERgR SASH HEIGHTa.ae aka 11517-1..516 1050 -ro.o .111.0 .70.0 a HEIGHT 6021.1 11.377-12115 +e5.o -rao .850 -70.0 TWW 35.517-MA" +05.0 -M.0 481.0 -70.0 W Al sk•dmaCaly. 111748516 +140 -700 .460 -mo Epmllr 26517-31.518 +060 -70.0 +660 -700 23 5damd P6aw 2517-25.514 .23.0 -70.0 401.0 -70,0 SILL a-Sk. 70.617.23.518 +05.0 -mD 416.0 I-m0 SILL _ Culmn Sk. 17.517-70.618 46.0 -rao 465.0 -70.0 Cubmsk. 12517.17.510 +OSO 40 0 .06.0 10.1 C.,sk. 11017.14.518 +6&0 -700 .050 47.3 61776..1 11.881-13.010 +K8 -700 465.0 i 5 0 TWlwl 38.517-11,80 460 .70.0 +05.0 -70.0 C -Sa. 36517-30.611 48&0 -70.0 45.0 -m0 Ep..HW 56.617.80.610 1060 -70.0 450 -m0 TS C.-Sk. 32517.56.616 4860 -70.0 -00 -m0 SECTION DETAIL FOR WINDOWS WITH slydmdPodw 20517.52.816 660 -ra.0 650 -760 SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6 7&8 C.,sk. 20117-70.610 460 -rao 65.0 27.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE sm6wt 25616-a.516 .66.0 -ma .116.0 266 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& EQ.I-Ir 123.817-11.ew .111.0 -rao 45.0 -m0 APPLY TO ALL FRAME TYPES& CONfIOURAT10N5) e, 0.14.77 sk. 55x17-18.114 .111.0 -mo +880 273 CONFIGURATIONS) !R7)liUC:i RHV!JF:i� slad.a Pew.., cele-21.116 .111.0 -rao 481.0 118.1 DIM TWkn -77,81+ +86.6 -70.0 450 065 as-mplyng with tha Fl,,,k& SEE TABLE 10,SHEET 9 FOR ANCH CUP AND QUANTITY. BDllding A Cade ctepD37w6 Na' '`✓!L "MIN.SASH HEIGHT=WIND W bb IbMj 50.736 EDale Q,,mumu, 1� R1.4bn: i y �N VIGENSF!tlB •.�� M)ck77:Jm10 pndmt C *: Na.58705 Orv.n NOTES: : 1070 TECHNOLOGY DESIGN PRESSURE TABLES J ROSOWSKI 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. i •.. $T : �(/� N.VENICE,FL 31276 (911}1 1600 mh: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. ii S�^.." .� SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN IAI L 117```` d W- SrtN�y6d.l: Sco16: SR66t: Oror41q No. R6. ON THE TABLE. A.LYNN MILLER P.E. ALL &RE&Elt� P.E.M 56705 CERT.OF AUTH.#29zee SH-5500 NTS 6 OF 13 MD-SH5500-01 B TABLE 7: TABLE 8: Oar 7". Smlom BeM Glen Tp. Sos.m Orn •1{w a is Dlydo.1. bit 6.en lMy. D1SIpn P7e4Sea6r/0.3712 13.14 o.ddmlet b gvr San g. 06610"Pinson 186/111 6eltd.L.+I R6t0e a ma owlp oV 1820008 w0 Ntft ON Nal.L...1 R n®W.idOv Rine(IN 1 woo s- Iobn 5.B 52136 14 3 H60MSnoenW"aw Back WIOD ON a 10 1 84 1 33 34 110 4 1 62125 1 14 21s Eq. 11.394 .70.0 1-1 as 1.70.0 Alto •m2 A%o .m0 -110.0 23.5 E.". 11784 -70.01-110.0, •70.0-11/.0 *M.*!-M_1 •71.0 1-110.0 •70.0 I-I0.o -70.0 1 AID.D 1•70.0 1-las •m0-no.0 slareinl Cmlp. 115,7-16.120 +70.0-116.0 .m.o-110.0 +70.0-110.0 .RD-110.0 9eneem Collage 11817-15.M -7001-1100 •70.0-110,0 -MG-110.0 •70.0 •1GG .70.01-110.0 •70.0-170.0 -70.0 M1.o •m.0. -710.0 x Eg�1s. 11.51-11.316 +m0-11837 .70.0-1940 .0..0•110.0 .RD -1940 26 Epu6-M 17.93-1161 •70.0-110.0 •700 AIDS .?Do-110.0 o0 AIDS •70.0 AIDS •201-110.0 •70.0 Also M. -MOA S1.r Pmiea 11.377.113@ .M.0-11037 +70.0 AID! +70.0 410.0 •M.0 -110.0 SlOGSW IP gaw 11.377-11.502 •70.0-110.0 840.0-MOA -MG-110.0 -70.0-110.0 +70.0-110.0 840.0-110.0 +701 -10.0 .M.O Alto Te14m x517-x26 .70.0.1137 1mo-nao -MO.110.0 .mo-1100 Inked 27.517-25284 •neo-110.0 -MG AIOG +70.0 AIkO •70.0 -110.1 •78.1 AiSm .rote AID.g .700-Ma •roto AMI HEADER Srm.dCm•ge x11-x618 .m0..1IaO +700-11ao .ra0 410.0 .RD 410 SbmadC46�W x051-23.511 •70.0 410.0 +m.0-110.0 -MA-0a0.a .raS 410.0 .loo-7100 •Tato-nao -7os 410.0 •0..o 410.0 y?3M EO, 17.517-20.067 .70.0 .110.0 170.0 410.0 .m0-110.0 +mo-1010 3).376 Ewe"h 17.617-x.157 •70.0-110.0 •70.0-110.0 -MX -110.0 •70.0-110.0 •718-110.1 +70.0-110.0 .70.0-M0.0 •70.0 -100.0 25 eared Peleei 11517-17.010 470.0-110.0 +70.0-110.0 +m0 Also •m0 -10.0 U.Im Ptr6. 14511-173794 8400-10.0 •0..0 -110.0 +ro.0-11037 •70.0-10.0 .m0-110.0 •70.0 11200 .no Ma.O •ro.0 -110.0 68020 11.371-84.61 .Tan-11037 +M.0-110.0 .70.0•107.0 +m0 -161.0 Ginnie 11.377-11.018 •70.0•"0.0 -0.0 AID4 •70.0.110.0 +100-110.0 •70.0-110.0 •70.0•10.0 •70.0 Afflk •0..0-103.0 0 Tdw 27.5n-31.011 +701-11037 .70.0 40.0 .mA 410 .ISO mov Twwl 27.93.31.111 •70.0-110.0 -70.0 AMPO •70.4 110.0 .0..a-"as •70.0-nao +roes 94.0 •ro0 430 •ro.D -00.0 CuboI is x517-27.512 +7oD.1 ito .7037-110.0 •70.0-11037 +m0 -1940 c"om Ske 25.617.2].02 •70.0-1101 840.0 4%0 •70.0 Alto •70.0-nao •70.0 -10.0 •70.0-110.0 •70.0-10.0 +)0.0-110.0 0 sanktdoweae x517-31.51 .70A 40.0 +70.0-nao •rao-nao •mo -110.0 91880820 Cay. 23.517-20.519 .78.0 AIOA +70.0-1108 .10.0-11.0 +rat Anne •70.0 -nao .m1 AID.0 •neo AiGo •mo MD.o �I MEETING RAIL M enwan x617-x694 .70.0 41.0 .MA-1100 +mA AMD +m0 -110.0 M Ell.". 20.517-x510 +70.0-110.0 .20.0-110.0 -70.01-110.0 •70.0-110.0 •7D.0-nao •)0.O-110.0 -MG-10.0 .70.0-110.0 Z7 D ' 38040 Prt7aw 17.517-x.510 170.0 411.0 +700-110.0 .m0-110.0 +70.0-110.0 SI.Mard PMme 17.517-x516 •71.0-111.0 -MA-770.1 +rot AID +rao-1161 •70.1-10.0 •me AIDS •70.0 AIoG .m0-940.0 Cuam Eke 14.51)-17.616 + A .11010 .7037 .110.0 +200•110.0 +m0•110.0 LL.lom Sal 11517-17.516 +70.0 410.0 .7110-110.0 .ro.S-110.0 +0.0-"0.0 •700•Imo •20.0•110.0 +70.0 -110.0 +xO-110.5 E% PJaram 71.377-14.516 +0..0 Alto .20.0 AIDS .700 AUTO .m0•/0.0 •Jlalllil 11.377.71.611 •0..0-110.0 .70.0-110.0 •m0 -110.0 .70.1 AIDS .20.0-110.0 •20.0-940.0 •20.0-101.0 •ro_0-13.0 Trrt 31.93-35.811 •702.110.01.70.0 40.0 7700 40.0 +RO -0.A Ta6r1 31.01-35.111 +20.0-10.0 •70.0-ties •m0-"0.0 •ml AIDS M.o-7ta.o •m0 41.0 •rao 410 •20.0 40.0 SbEgnkOw p x517.31412 .702 4110 •20.0 -1100 ARO-1100 +RO-118.0 M.1166Cr.p. x17-31.582 .20.0-110.0 840.0-1100 •200 Alto •70.1 Alas .70.0-10.0 ARO 410.0 +MA-110.0 •70.0 -110.0 JAMB 25 EWeFM x.517.34.318 +20.0 4110 .20.0 .110.0 .200 -110.0 .20.0-11x0 EetcFS. x.017-26.611 •20.0-110.0 •20.0-110.1 •0..0•1111 •701 AIDS +20.1-10.0 .20.0-10.0 +20.0-110.0 •10.0-110.0 1 88880 Pgar 17.017-x.516 1200 .1100 .7037 1100 •m0 -110.0 .200•1100 SO slw NPralw 17.a17.20-3/s •roG-IDS •7037 AIDA •790-110.0 •70.0-7160 +7ao-IDD •mo AMD 170.0 AID! •70.0-lion � {ASN Clam ftr• 11"7.17.618 •m0.•110.0 +70.0-110.0 •70.0-11x0 •200-110 Nmom S. 10117-17.516 •70.0 -110.1 •0..0-IDs•20.0-"0.1 •70.0-"0.0 +Rs -"oto -MG-nD.O +M0-10.0 840.0 .110.0 HEIGHT oeaemSen /217-1151e -MA-11037 .70.0 Alto •Tag-1100 +m0 Alto 0.01020 Oke 1201)-"A10 -7&D-110.0 •70.0 4190 .20.0-10.0 •70.0-110.0 •m0-roma +mO-7100 .70.0-110.0 •70.0 -110.0 SECTION DETAIL FOR Blohm 11.97.12518 .700-71037 •70.0-110.0 .0..0-110.0 .0..0 -110.0 Snmaat 1.37/•12.518 •76.0 AIF1 •RS-7104•MA 4118 •70.0-100 .70.0."Go +70.0-10.0 M,0141001.70,0•70.0-10.0 To" 332DS-37.530 .0.D 41.0 .70.0 41.0 +70.0 432 •Ro 40.0 F T4am 33.x1-37.538 .20.0-"5.e .70.0-1200 .rat AM •Ro-Imo eRo 1-110.0 •70.0 41.0 .70,01 410 1•700 40.0 WINDOWS WITH 0 s16tl6d Caeye x517.53.H0 Aro. .110.0177-0.0-1aD •710 AIDS •700 411"0 a4k14u Cahn. x20-33207 .MA-710.0 •roto-Imo .710-110.0 •0..e-716.0 .Ro-170.0 •Ro 410.0 •0..o-ILD •0..o 413.0 LEVEL 703 REINFORCEMENT 25 EyYW. x61)-25618 •2037 .110.01.m.o-nao .mo-nao .mo 4110 E.". x617.20311 •7ao AIDA •70.0 AIDS 00.0.110.0 •701-rao .20_017110 0 +mo AiDG aO.D-110.0 .ro.0-nota 18825 oremak. 2561.x618 .AD-11037 .70.0 -nao .Ro MDo .mo-7100 c*nmSk. x517-x518 +rote-nao .70.1 41+0.0 •0..o-Imo .rao-nao •700-Mato -mo-"o.0. -70,01-110.0 .io.D 4100 b(iLASSTYPES&16 - s1.m4dPraaa 17.61-x.510 .70.0 AN6 +70.0 AIDS .7ao AIDS +Ro 410 111.e:e 0810010 PraMw 17117-x-811 •7ao 410.0 •roto AIDS +70.0-110.0 .70.0•IDS •mea AIDS +ISO-110.0 •70.0-110.0 •70.0-110.0 SILL (REINFORCEMENTS SHOWN Crbne'w 14.617-1.518 •AA -1180 •70.0-Ino .rao-Ino .mo -110 ; Ctlrom Slu 19117-17-310 +100-111.1 •70a-nao •798-110.0 •roto.110.0 •roo AIOO •70.0-110.0 •?Deo 410.1 .74.0-nao IN FIGURES ABOVE APPLY �J Q.bn ak. 12.517-14.518 •70.0 -10.0 .0..0 4100 .0..0 AIDS +200 Alto C�elomak. 12.517-14.516 .70.0-110.0 •70.0-"Do •rae-"0.0 •20.0-70.0 ARO-110.0 840.0-110.0 840.0-110.0 .ro.0-10.0 IN FIGURES ABOVE LL !PPLCONFIGURATIONS) Sta.K 11.9)-II.Sw .70.0-110.0 •20.0-1160 .m0-118,0 +RO-/110 all~ 11.377-12!11 +rae-IDI .70.0-"0.0 •RI 940.0 170.0-110.0 +RO-"0.0 •70.0-HOA +MA -10.0 •rao-70.0 103881 31511-11.18 .20.0-110.0 +70.0-/110 .20.0-1100 +m0-118.0 TS" 34./17-Mew .70,0-10.0 -7o.S-Dao +70.0-IGO •m0-10.0 ARO-110.0 -70.0-110.0 +20.0-110.0 +20.0 41x7 9krd4d o>tleP 313717-36.516 .A.0. -17037 •70.0-11200 •rao•71200 •m0•110.0 9189496 Ce14 31.517-30+516 •mo-"Go •70.0 Mao •716-1110 ARO Aic,0 •MO-20.0 +70.0-10.0 •70.0 ASIA .70.0-110 r�- Fq.w" x617.31.594 .70.0-110.0 •M.0 -1160 +70.0-110.0 .Mo -710.0 Eg161e 26.517.31.616 •70.0-1110 .70.0."as •n.0-110.0 -?DO 410.0 +20.0-1100 +70.0 Alto •70.0-107.1 •70.0 4120 SbW6d Pmh4 x617-x.510 .20.0-110.0 •70.0-110.0 -MO-,,OLD +MO•1940 9lar10ae PMI. x517-29811 •70.0 AIDS •70.0-nao -70.0 AM.0 +?LLD -110.0 +m0-116.0 -7O.D 418.0 .m.o 410.3 •70.0 1011 12 Lt4arri Ske 2G517 23.511 •m0-110.0 .0..0-11"0 .m0-110.0 .m0-110.0 87 Cwlam 9k. xO17-2LS16 +rat AID.$ •70.0 -110.0 •704•nal •200-10.0 •rao-11.0 840.0-MG •711•111.1 .0..0 -107.0 Cubm St. 17.61]-x ns •70.0 -110.0 .70.0-Ilan .m0-170.0 ARO-7740 Cullom SW 1.617•MAIO •200-110.0 •70.0-110.0 .700 Mao .rao-110.0 +m0 Also •70.0-110.0 .70.0 �"AS •70.0-101 pabm&e. 11.1)-".516 .2037-110.0 +70.0 AM0.RO-1100 +RO.11a Cullom Oke 11.017-i7sis •70.1-1101 •70.1 410.0 •101-"0.1 •200-1140 +200•1126 •70.0 ADDS •70.0•10.5 •rao-tote Comm Bk. 13.01)-11.510 +MA -118.0 +m0-110.0 ARO-flan +RO•10.0 Cullom SW /3017.14SIG +70.0-110.0 +RD Ma.o •700 AW2 -M.0-100.? •roA 47.1 •70.0 11.1-.7o 4.37 •TO.o 41.4 Sh~ 11414-13.016 +70.0 410.0 +70.0 410.0 .7110 11100 1+70.0-110 S!,~ 11.11-13AId -MA-110.0 •700 110.0 ARO-IDIS •70.0 47.0 -70.01 413 •0..0 ODA 840.0 40.0 11•70.0 404 Telbn 31.117-11.18 20 • 37 -110.0 .AO-110.0 ARO•11200 .70.0 -110.0 Tell." x517-413744 -70.01-110.0 •70.0 -10.0 .70.0 4%0 +m0 AiGG .M0-110.0 .70.0 AIDS •M.0 -101.5 .10.0 46.0 CuamS x517-30.61 +20.0 1-110.0 .200 Mao .70.0•11x0 I.7a0 Alm GWom sue 34.817-31416 •701 940.0 •70.0 AID.0 ARO 940.0 .70.0 AIDA •700.1110 •70.0•M0.0 •70.0-11.7 •70.0 46.3 Egbaa WAIT-36.516 ARO 1410.0 +RO AVG +70.0.110.0 +RO-110.( Ew". 36.617-31516 •70.0•Mag •704 .110.0 •20.0-"0.0 +n.0-110.0 +70.0 Alco .70.0.nota •70.0 400.0 -70.0 45.0 n 061018 S_ 32.1)-36.616 .2037 -118.0 +AO-/1200 •m0•/1200 •AO-110.0 75 Cullom Sk. x617-35SIS .704-110.0 •70.0-"0.0 •201-nao +70.0-IMG •70.0."0.0 •70.0 940.0 +70.0 Ask? +m0 402 S5. Prwlwl x617.3261 •20.0 410.0 +70.0-110.0 +m0-110.0 1700.1180 Swaam Prglw 20.51]-32.516 •70.0 -110.1 •roto -110.0 •0..o AIDo -70.0 410.0 840.0-110.0 •70.0-W4 •70.0-91.1 .70.0 407 0180"Slr. x517-78.61 +7037 t"'O "...,01-110.0 .200-110.0 ARO -110.0 Cullom eke 25.517-x518 .)0..0-110, •700-110.0 •20.0-1)1 +700-7024 •70.0 40.1 •70.0 Ola •70.0 941 •70.0 46.4 O'need x61{•7.516 +7037 -110-0 +m0• . 70.0-1100 8hm 25.11.2631 .rae AM0 .700 .110.0 •20.0-114.8 +)040.1 ARO 401 •70.0 420 •0..0 40.1 •71.0 42.0 Eg6/Ya x517.4tw .mo Mae .Ro-nao .mo 0100 EWaHe. x517.01184 .rao 470.0 •roto 410.0 •roo-MooE-71LO -11.0 .iD.o 410.0 •0..o•11.1 .0..o p.) .70.0 4t.tGLASS TYPES9THRQUGHAM 31617.31.51 .mo -1100 .m.o-110.0 .mo-110.0 a N6em SW 35.1)-31.518 .rao-110.0 •0..o-111.0 •Toto 1074 -130 .roto 401 •70.0 Ola .rao 41.4 •704 41.6 '18 8407BE USED WITHxS1e-xS16 .0.A -110.0 +rao- 41. ■~d Prow lane-36011 •7ao-11 .0..o AIDD .roo•121 47.0 •70.0 433 •70.0 401 +71.0 40.0 •7Oo 40.0 .LCHANNO OR INTEGRALPRODUCT REVISED 61.18 Te1M '•-4118 +70.0 -110.0 +Toto-1100 .mo.1100 51.71 Teln.1 --Mew •mo-Moto -7ao-nota •mo-1025 41.0 +0..0 433 •70.0 40.1 elle 400 .TOA m.o FIN FRAMES a PRODUCT .viol the Florida SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 11•SHEET 10 FOR ANCHOR GROUP AND QUANTITY. HldldiDg � '•MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 ••MIN.SASH HEIGHT-WINDOW BUCK HEIGHT-50.136 Iw Ammtxee'rm LYNp�'% F6rhbn: F-0,4Dw Date '_10ENSF'•.C� BY ` �.. ..��� 9416201 Product Ca61m{ * No.58705 NOTES: _ -• * OsacHptbn: Dla4n By: 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. �� '• ` , 1070 TECHNOLOGY DRIVE DESIGN PRESSURE TABLES J ROSOWSKI STA ( ` N.VENICE,FL 31276Thk_ 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. �s•.•A'(�DA..-G��; (911}480.1800 Dat.: 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN i,�s�Q �N���` Collamrt;xl7 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 POT OXXXTRIE11.NC. 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Ogggggggggoggggggggggogggggggggggggggoogoogoggoggggg � 0��ggggggggggggggggggggggg0°gggggg0ggggggggg°°OggggOgg 0oog00ggg00ggg0gogg00ggogggggggg0g0g00000gg000000a0 OOggggggggggggggggggggggggggggggggggggggggggoogggggg ��Q�ggggggggggggggggggggggg0ggggggg0ggggggggo00gggggggG OgOgoggggOggggggOggggggOgggggggggggggg°ggggggoOggOg 0 olllogo lcoo lllllllllllllllll logo 111101112012 . �000g00ggg0ggggog0gg0g0g0gggggg0g0g0000°00g0g0000000 Ocae°ov cal©loo©©ll©a©og©0©0000000©00g00oog0000000a0 0010012201112 googol - 3.500^ 3.500• 3.500• 3.500' -x•11-f- .OaY .082' .OSY ��-r-- .062, .080• 1.184' 1.483' 1.483VI3' 1.183' .070' -�� ;ME O o _j_ �❑ .715' .51 � .070• �I LJ .150' .825' HEADIJNEL FRMS .825' 0 O FLANGE FRAME HEADIJAMB 1.375' O HEAD/JR AMB OO HEAO/JEOUAL LEG FRAME LIGHT HD SASHrF 1.376' O HEAD/•IMB F 23 REINFORCEMENT 25 REINFORCEMENT 3.453' �•{ 070' -�{�- 1.182• 3.483' �"� 3.483' �I 3.483' y{ oar . .070' . �I I� .o6r f 0 f- 06r -�Ilf .o6r .ler 1.036' 1.041. DD 1 j- .130' 2.444'2. ' 1.331 1- --ai 1.340' 2.444• 2.444' �- �D 2.4M• STAN DARDRAIL RHO EI IILr/�III O MEETING 27 NNEFORCFJ4ENT C= l❑ �/�J❑ REINFORCEMENT J-CHAJ .625"7- O FRAME S81 r O FRAME ILL ECAJAL LEG NNEL FLANGE 1.376' O S�FRAME O FRAME SILL T 1.375• T 1.872' .065 o O .- 11.215• .974' 1.376' 1 2.100' �{ 2.178' 1.472' �{ �S 1.555' 1.530' I yT--II I �L1L�5,��Jl 5 .590' 060" .471' 1�7��1• .580' .34T I 355' p } �f 1231' �+' 1.000' 035' �j" .080 .070' J VELED 14 MEETING RAIL 18 SASH RAIL 17 Cow FIXED OVER SCREW t 18 SCREW COVER 19 INTERLOCK 20 INTESASH STOP LIFT RAIL LIFTRLOCK COVER 21 INTERLOCK OO INTERLOCK OVER PRODUCT REV ISFD .-plying with the Florid- Bmldmg Code \t t 11 1 l 1 r r l 11, Acaglmoe No�'/• •61; o .318' • .300. .760• r1.;.•'•V10EN3F•.�!_��I . .175' Q' '..ftpNfhi .754• *;' NO.58705 _ o35 .025• LAMI IG EXTRUDED ROLLED' =p0•'•. A7E Imo '4cl1mBTEcHNGLGGroRwE WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING SCREEN FRAME 81 SCREEN FRAME �/ N.VENICE,FL 34275 O i��s•'•;n,4ORI04`..•' #�� (941}480.1800 TIW: Dob: �.,s/ONAL Me2M SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 111111 1 111 t t nor epM1711m w- -/Ibdd: Scalc Shwt: Orowlrp No. Rw: A.LYNN MILLER P.E. µ` SH-5500 NTS 11 OF 13 MD-SH5500-01 B P.EY 68705 CERT•E AUTH.M29298 t SILICONE -HOT-MELT BUTYL TABLE 12 TABLE 12,CONT.: STRUCTURAL BIII of Material Bill of Material,cont STRUCTURAL SILICONE 3/18•NOM. # Part# Description Material # Part# Description Material POLYISOBUTYLENE 114"NOM. FOAM WITH YIS DESICCANT WITH 1 101 Single Hung Frame Head&Jambs- hannel V 45 720197 Auto Lock Mechanism Steel DESICCANT 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc EXT.GLASS EXT.GLASS 3 620103 Single Hung Frame Head&Jamba-Fin PVC 47 720195&6 Auto Lock Coyer Assembly Cast Zinc 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX #6 x 1-1/8'Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SWDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Lock Keeper Cast zinc 6 620106 SWDH Frame Sill-Flange PVC 50 976X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS INT GLASS INT.GLASS 7 620107 SH/DH Frame Sill-Fin PVC 51 420181 UR Beveled Tilt Latch Comer Key PVC 8 620108 SWDH Frame Sill-Equal Leg/Box PVC 52 1 420182 UR Pull Rail TItt Latch Comer Key PVC O KODISPACE O SUPER 14 620131 Fixed Meeting Rail PVC 53 7634PHFL 106 x 3/4"Ph.FH SDS(Comer Key Screw) SS 4SG TPS SPACER®NXT1M 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC 17 620134 Balance Cover PVC 55 420184 Titt Latch Retainer PVC 18 620133 Sash Stop/Screw Cmer PVC 56 720207 1'Tilt Latch Spring SS ALUMINUM 19 620156 Pull Rail Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC REINFORCEMENT POLYISO- DESICCANT FILL AREA 20 620144 Pull Rail Interlock Co%er PVC 58 720192 Metal Tiff Latch Finger Pull Cast Zinc BUTYLENE 6005 T5 Al59 420180 PW Bar Comer Ke PVC 5118'NOM.- SEAL � NOM. 21 620157 Be�eledlntertock y 22 620145 Be%eled Interlock Cover PVC 60 720206 PW Bar SS BUTYL& SILICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 AI 63 720191 Sash PUII Handle Cast Zinc DESICCANT ROLL-FORMED 25 620152 HD Sash Re nbrcement 6063 T6 Al 64 720194 Sash Pull Handle With Latch Assembly Cast zinc FOAM STAINLESS STEE 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 65 7834FPT #8 x 314'Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 1 620154 1 HD Meeting Rail Reinforcement 6005 T5 Al 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187'x.270"Fin Pile 67 978588 #8 x 5/8'Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300'Foam Bulb Flex PVC 72 720135 Lami I.G Bead PVC 32 619 Weatherstrip,.187"x.220"PolyPile 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASSgS Ti 33 61825 Weatherstrip Plug,.220'Finseal 75 71646N Setting Block(7/8'x 1'x 1/8"),85+1-5 duro- EPDM DURASEAL@ XL EDGETM 35 1 78X1MTrr 1#8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 1 61012 Extruded Screen Frame Alum SISPACER SPACER- 8 PACER 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 4105S 81 61011 Roll-Formed Screen Frame Alum 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X 4 PVC 38 1 720210 IWeep Hole Coker PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720XXXl(X 1 Constant Farce Balance 64 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4'Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 ISpiral Balance 66 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 61835/81814 .140"Screen Spline(Machine/Hand Rolled) Vinyl 44 7aX114FPAX#8 x 1-1/4'Ph.FH SMS(Spiral Balance Screw) 410 SS Part# Description Material ODD 'REVISED es -Ply with M°Ffaridx L3ui1dim& 76 Kommeding 4SG TPS Spacer System See this 01111/ Acceyis,cerw -0630.oJr 77 Quanex Super Spacer nXr with Hot Melt Butyl a Y°"eDffic Sheet for .•� pN..L.... '�,, rt.°.a°: By 78 Quanex Duraseal Spacer Materials �� �� 1lNd4e ��' nn+ / »oe°cr 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS:FfL-8717, 968&8970 * No.58� �Ofton: Dr•rm By. 1070 TECHNOLOGY DRIVE BILL OF MATERIAL(BOM) J ROSOWSKI O STATE OF `� N.VENICE,FL 34276 ' '`YORID�,.•' �` (941}4wleoo Dah: NOTES: �ONAI E `��` D�+ rt•n+y SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 1)PVC BY ENEROI WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. 77 j/r r 11111%111 MGM RESERVED °�MO�' �1°°t �O°�NO 2)ITEMS#9-13.15,24,28,29,34.39,61,62,68.71,&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A.LYNN MILER PE. S H-5500 NTS 12 OF 13 M D-S H 5500-01 B P.EJ 58705 CERT.OF AU7H.f29298