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HomeMy WebLinkAboutNOA - SINGLE HUNG WINDOWMM IAM DACE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _www.miamidade.eoyleconomy PGT Industries, Inc. SCANNED 1070 Technology Drive North Venice, FL 34275 ay SCOPE: St 'Lucie County 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 "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, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the .Miami -Dade County Product Control Section Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 15-0519.05 7120 / )1i� C Expiration Date: July 30, 2020 App al Date: July 30, 2015 PGT Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. ' DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation - LM", sheets 1 through 13 of 13, dated 05/15115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3:2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. 2. 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. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). • _ Manuel a ez, P.E. Product Contr xaminer NOA No. 15-0519.05 Expiration Date•• Jul 30, 2020 Approval Da�f ul0, � 87 E-1� I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS tCoN rNu D1 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 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.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and.Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 5. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-51h Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. G. OTHERS I. None. Manuel er z, P.E. Product ControlMaminer NOA No.15-0519.05 Expiration Date: July 30, 2020 Approval Date: July 30, 2015 ); - 2 FLE COPY ANCHORAGE _ EXAMPLE FOR 28-1/9•MAX. - -O:C. RADIUS-TOP HEADER (SIM.��lF2�AMAX. FROM FORALLME SEAM WINDOW TYPES),{ B. SEE 1 SHEET3 B. SEE �1 A, SEEP - SHEET 3 30' MAX O.C. - 12' MAX SHEET 3t 0. SEE I 1. ueY SHEETS `—'1#: EQUALLY F-OVALLY I / 17-710• MAX. O.C. SPACED SPACED ! ANCHORS PER ANCHORS PER I / TABLES 9.11 TABLES 9.11 84' —r MAX X 10' MAX. O.C. BUCK HEIGHT EQUALLY '/ 13.3/4" MAX. O.C. SPACED —L ANCHORS PER TABLES 9-11 A •. S.11r MAX B _._._JNO ANCHORS AT S01 SEE SILL WEEP - NOTCH DETAILS, SHEETS ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION EQUALLY SPACED ANCHORS PER TABLES B-11 54' MAX. BUCK WIDTH 30' 12' MAX —� MAX. O.C. -j FIXED VISIBLE 1'M '' I UGHTWIDTH II B. SEE _ FIXED SHEETS / VISIBLE T- A. SEE 1 HEIGHT 17-7/8' MAX. O.C. SHEET 3 J— EQUALLY] Q i ! / .7r SPACED 91 MAX ANCHORSPER SUCK TABLES 9-11 _r HEIGHT X II 10• MAX. O.C. I / SASH , 13-3/4' MAX. O.C. EQUALLY VISIBLE _L SPACED /LIGHT ANCHORSPER HEIGHT A I TABLES 9.11 - I 1 SASHVISIBLE `I I ate SILL LIGHT WIDTH �1 NOTCH C SHEET ELEVATION FOR TYP. FLANGE FRAME SHOWN WITH ORIEL/PROVIEW CONFIGURATION GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 21-SIB' ��- - ANCHORAGE EXAMPLE MAX. O.C. FORARCH-TOP HEADER (SO4. FORALL WINOOW TYPES) -(f 10' MAX. FROM FRAME SEAM D. SEE SHEET4 30' MAX. O.C. --12' MAX C. SEE MAXyI SHEET4 12 / 17-7/S" MAX. O.C. Sr MAX X 10' MAX.IO.C. HEIGHT / 13-31�4* MAX. O.C. SEE SHEETS 1 T 6-1/r MAX ( SEESILLWEEP- 54' MAX. BUCK WIDTH NOTCH DETAILS, SHEET3 DESIGN PRESSURE RATING I IMPACT RATING VARIES PER REINFORCEMENT LARGE & SMALL MISSILE LEVEL, SEE SHEETS 6.7 IMPACT RESISTANT 62-IIW MAX BUCK WIDTH SEE SHEETS 1.1/4. B&9 Lei X I 84' BUCK HEIGHT AS SHOWN 4 (91.78' III/ MAX.) 1 1414- �j SEESILLWEEP- NOTCH DETAILS. SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75' HEIGHT SEE TABLES 741 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED GLASS INSTALLATIONS ABOVE 30' IN THE HVHZ, THE OUTBOARD LITE (CAP) MUST TEMPERED . 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. 4) ALL WOOD BUCKS LESS THAN 1-1/2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. I WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR). 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REOUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS 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. 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. 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL &CYCLE TESTING AND GLASS PER ASTM El 300. 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. 10) REFERENCES: TEST REPORTS FTL-7964 & 7968; ELCO ULTRACON NOA; ELCO CRETEFLEX NOA; ELCO AGGRE-GATOR NOA; ROYAL WINDOW AND DOOR PROFILES. LTD WHITE & BRONZEA.IGHTER SHADES OF CAP COATED PVC EXTRUSION NONE; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION• ANSUAF&PA NDS &ALUMINUM DESIGN 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL -,% /� Rewsee GENERAL NOTES ......... ..... ... ..... 1 ELEVATIONS ................ -............... 1 FRAME, GLASS&ANCHOR OPTIONS ...................... _..... 2 INSTALLATION, FLANGE & EQUAL LEGIBOX.........._... 3 INSTALLATION, INTEGRAL FIN & J-CHANNEL._._.-._......... 4 GLAZING DETAILS ._.... ............. 5 DESIGN PRESSURES...._._..._.... 6-7 ANCHOR QUANTITIES ..... ....... ... 8-10 EXTRUSION PROFILES .......... _._11 ASSEMBLY & PARTS LIST ......... 12-13 ♦pprowd se complying Wih Ph: Florida Bum. Cote USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. LYNN dff O� :ENSE `CFP / i LQ •. 3! % - --.-._.- Mieml a ea Pc ''�- Oy t`/v�fa/2/ BY: Date: ReW/on:5% 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. %T N0.58705 tGEME�RAL V 3) KNOWING'YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE. DETERMINE YOUR WINDOWS DESIGN PRES§JR0EROM TABLES 4.8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - OpENING�BTAINEDINSTEPI. --O g5. NOTES & ELEVATION J ROSOWSKI 4) p MR1E THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR(SUBSTRATE WILL MEET REQUIREMENTS FOR 1070 TECHNOLOGY DRIVE 118e: Gate: YUU OPENING'SCONDITIONFROMTABLES2OR3•ANDTHATALLMIN.REQUIREMENTSFROMTHISSHEETSETAREMET. 5) l PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET4 FOR INTEGRAL FIN INSTALLATION. �; •' FLORIOP;.•'•��� �i r i '• •...... N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 F 7 NO •DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, rrIC�L�YNN MILL P.E. (941)-480-1800 �deslModel. Sank: Sheet: Drodny No. Rer. CERT. OF AUTH. /29298 INTEG \NOREQUALLEG/80X). P,EJ0eg7p5 SH-5500 NTS 1 OF 13 MD-SH5500-01 - --I-f TARI'F"1--AI'1"nWARI'Fr.1ACRTV0FS Glass Type Description (Listed from Exterior to Interior) Design Pressure Table # Sheet# 5 71W Laminated I.G: 1/8" A Exledcr Cap+ 7116' Air Space+ 5116' Laminated; (2) Liles of 1/6' A Glass with .090' PVB Intedeyer 4,5 6 8 7/6' Laminated I.G.: 1/8' T Extedor Cep + 7118' Air Space + 5115' Laminated; (2) Lhes of l/6' A Giese Wilt .OW PVB Intedeyer 4,6 6 7 71W Laminated I.G.: 311W A Extedor Cap+ 3/8" Alr Space + 5/16' Laminated; (2) Was of l/8' A Glass with .090' PVB Intedeyer 4,6 6 6 71W Laminated LG- 3/16' T Extedor Cep + 318' Air Space + 6116' Laminated; (2) Liters cf 1/6' A Glass vAlh .090• PVB Intedeyer 4.6 6 9 7/8' Laminated I.G.: 1/6' A Extedor Cap + 7/18' Air Space + 5/16' Laminated; (2) Was of 1/6' H Glass with .097 SG inledayer 7 7 10 7/8' Laminated I.G.: 1/8' T ExleriorCep + 7/16' Atr Specs + 5116' Laminated; (2) Liles of l/8' H Glees wtih .0117 SG Intedeyer 7 7 11 71W Laminated I.G.: 3/1(' A Exterior Cep+ 3/8' Alr Space + 5116' Laminated; (2) Ursa of 1/8' H Glass with.090' SG Intedeyer 7 7 12 7/8" Laminated LG.: 3/16' T Extedor Cap + 31W Air Space + 5115' Laminated; (2) Ltes of 1/8' H Giese with .090' SG ntedayer 7 7 13 71W Laminated I.O.: 118' A Extedor Cep + 5116' Air Space + 7/16• Laminated; (2) Was cf 3/16' A Glass wllh .097 SG Intedeyer 8 7 14 718' Laminated I.G.:1/8' T ExtedorCep + 51IW AlrSpace + 7116' Laminated; (2) Liles of 3116' A Glass vAlh .W SG Intedeyer 8 7 15 71W Laminated I.G.: 3/16' A Extedor Cap + 1/4' Air Space t 711W Laminated; (2) Liles of 3/16' A Glass vAth .090' SG Intedeyer 7 7 16 71W Laminated I.G.: 3/16' TExledor Cep + 1/4' Air Space + 7/16' Laminated; (2) Ursa of 3116' A Glass with .09T SG Intedeyer 7 7 TAR[ F 9• At I nWARI F AMrun—TNRnt 1-- CRAUC Group Anchor Substrate Min. Edge Distance Min. Embedment' A #10 SMS (steel, 18.8 S.S. or410 S.S.) P.T. Southern Pine G=O. ) 7116' 3 ' Steel, A36' 318, 0.050, Steel Stud, A653 Gr. 33' 31a" 0.D451" (18 Ga.) Aluminum, 6063-T5' We' 0.050° 3/16" steel Ulttacon P.T. Southern Pine (SG=0.55) 7116, 1318' Concrete (min. 285 ksl) 1' I ve, Ungrouted CMU, (ASTM C30) 2-1/2" 144' B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16, 13/8" Steel, AM • 3/8' 0.050' Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-T5' 3f6" 0.063" C 1/4' steel Ultracon Concrete (min. 2.85 ksi) 1' 1-W Ungrouted CMU, (ASTM C-90) 2-1/2' 1-1/4" 1/4" steel Cretellex Concrete (min. 3.35 ksi) 1" 14W 1/4' steel Ultracon Concrete (min. 2.85 kill) 2-112" 1-W 1/4' steel Ultracon P.T. Southern Pine (SG=0.55) 1' 13/8' 1/4° steel CreleAex Concrete (min. 3.35 Its]) 2-112' 13/4' D 1/4' steel Crefeflex Ungrouted CMU, (ASTM C30) 2-1/7 1-1/4' P.T. Southern Pine (SG=0.55) 1' 13/8° 1/4" steel Aggre-Gotor Concrete (min. 3.275 ksi) 1-1/2, I've" 114' steel Aggr-Gator P.T. Southern Pine SG 0.55 1' 8° Grouted CMU, (ASTM C-90) 2' 2° Group Anchor Substrate Min. Edge Distance MITI. Embedment' E 2-1/7 x .131' Common Nell P.T. Southern Pine (SG=.55) 318" 2-7116' 2-1/2' Ring-ehenk Roofing Neil P.T. Southern Pine (SG=.55) 319, 2-7/16' #1(sTrll410 , 18-B.S. 8d SMS (steel, 0 S.S.) or S. P.T. Southern Pine (SG=.55) 1/2' 1.3/8" Aluminum, 6063-75• 318, 0.050' Steel Stud, Gr. 33' 318' 0.0461' (18 Ga.) Steel, A36' 3/8" 0.050" zA #12 SM9 (steel, 18.8 S.S. a 1. 1 S.S.) P.T. Southern Pine (SG=.55) 9/16, 1-31W Aluminum, 6063-75' 318, 0.087 Steel Stud, Gr. 33' 3/8' 0.050" Steel, A38' 31W 0.050' GLASS TYPES 5, 7, 9, 11, 13 & 15 MAY NOT BE USED IN THE HVHZ ABOVE W. Frame Glass Frame Frame Types Options Conflgs. Shapes Installation Options that may be used (see Fig B) (see Table 1) (see Fig A) (see Fig C) .... Into 2X Wood Frome/Buckstdp -sheet 3, option 1 Fledge Equal-I.Ite, SquereJRect., Through the frame ....Into Concrete/CMU - sheet 3, option 2 �) 5-18 Od & Cotottagew Arch Top 8a Radus Top of the window. ••••• ••••through 1XBuckstdp Into Concrete/CMU -sheet 3, option 3 ....Into Metal -sheet 3, option 4 Into 2X Wood Framcf9vokslrip -sheet 3, option 1 Box / Equal -Leg 5-1B Equal�ite, OdeliPrWow Square/Rect., Arch -Top & Through theframe -...info Concrete/CMU- sheet 3, option 2 1X Buckstrip Into Concrete/CMU - sheet 3, option 3 (#4) & Cottage Radius Top of the vAndow.........,through ...Into Motel - sheet % option 4 Through the ....Into 2X Wood Frame/Bucketdp -sheet 4, option 5 J-Channel Equal -Life, SquarelRect., Integral in...... ....Into Metal - sheet 4, option 7 01) 5-8 OrieUProtlew & Cottage Arch-Top3 Radius Top Through the fierce ....Into 2X Wood Freme/Buekstdp -sheet 4, option 6 •,••Into Metal -sheet 4, option 8 of the window...... Through the Into 2XWood FremelBuckeldp-sheet 4, option 5 Integral Fln Equal -tile, SquaralRect., Integral in...... ....into Metal - sheet 4, option 7 5-6 OdeVPrcMew & Cottage Arch -Top & Radius Top Through me frame •...Into 2X Wood Fmme/Buckstrip -sheet 4, option 6 ,,,•Into Mated -sheet 4, option 8 of the window...... 'MIN. OF 3 THREADS BEYOND THE METAL -FIGURE A: FRAME CONFIGURATIONS FIGURE B: FRAME TYPES SUBSTRATE. FOR STEEL STUDS, MIN. Fu=45 KSI & / MIN. Fy=33 KSI. �/ �f/ 'UNGROUTED CMU" VALUES MAYBE USED FOR GROUTED �j CMU APPLICATIONS. f/L EQUAL-LITE ORIEL COTTAGE Flrl IRF r} FRAMF CNAPFR ----I BUCK WIDTH BUCKWIDTH BUCK WIDTH x x T Lu } le M to to RECTANGULAR RADIUSTOP ARCH -TOP © I' 4 t BOX OR EQUAL - LEG O Ij _JIB ■ ra—� © Ij s, ra—� J�11 'A'=ANNEALED 'H" = HEAT STRENGTHENED T =TEMPERED 'PVB' =.090' BUTACITE®PVB BY KURARAY AMERICA, INC. "SG'= .690'SENTRYGLAS0 INTERLAYER BY KURARAY AMERICA, INC. PVB AND SG INTERLAYERS MAY ALSO BE MANUFACTURED BY KURARAYAMERICA, INC. WINUUW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY ed r eempl7lag Rllh M. BE USED BY INSCRIBING THE SHAPE IN A BLOCKAND OBTAINING •pptavpmv aa Florida ngC DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Uxte ' THE TABLES ON SHEETS B-10. I 1 I NOAq 1. �YftNN M/(/ ��i�� ReHaW Sr.Date: RaWatart: ml a Prods N FP03. �. • �t Ravhed By: Date: Rewslon: 58705 —_ ® Daacrlpuon: LhosA W. g ) S GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND = THE METAL f� '•, ST TE r 1070 TECHNOLOGY DRIVE TIUa: Dab: ` SUBSTRATE. FOR-��''•., F'LOR\aP'���� N. vENICE, FL a427s SINGLE HUNG WINDOW INSTALLATION -LM 05/15/15 STEEL STUDS, F ��: '77/ MIN. Fu=45 KSIB S`S10NA�' .� (941)-480-1600 Santa/lfodah Sw7e: Shoat: Drox7ce Na Roy. MIN. Fy=33 KSI. A. Mil Mrak,P.E. P.E.a 58705 CERT. of AM. #29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 INSTALLATION 'OPTION i ANCHOREDTHROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGE FRAME SHOWN FIXED VISIBLE LIGHT HEIGHT — EDGE DISTANCE EMBEDMENT T FM EDGE DISTANCE 1 MAX SHIM SHIM TYP. ANCHOR TYPE, TYP.ANCHORTYPE, EMBEDMENT AND _ EMBEDMENT AND EDGE DGE DISTANCEEDGE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. ' I C INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. 1/4' MAX SHIM SASH VISIBLE DLL 18 LIGHT WIDTH 44 BALANCE TYPE VARIES n 42 WITH SASH WEIGHT 54 EXTERIOR FIXED VISIBLE INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND 1X BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 1/4'MAXSHIM�-- 17 OC I EDGE DISTANCE 11,7 LIFTOPT. SSAAL FRAMESH NOTES: TOP FLANGE I /1' LIGHT WIDTH I EQUAL SHOWN f� `v BUCK WIDTH LEGIBOX FRAME FOR ALL WINDOWS: 1 ANCHOR @3.55' 1) USE ONLY HORIZONTAL SECTION A -A SHOWN FROM END AND AT TYP. ANCHOR TYPE, • EMBEDMENT AND EDGE DISTANCE PER ' EDGE SUBSTRATE, ..•' DISTANCE SEE TABLE 2, •' � SHEET 2. 21 CENTER. SUBSTRATE -APPROPRIATE 2222 FOR WINDOWS ANCHORS LISTED ON TABLE 2, OVER 38'WIDE: SHEET 2. FOLLOW EMBEDMENT AND DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY MAY BE VERTICA 45 46 47 SCREWS@16-3/8' INSTALLATION OPTION SHOWN MAY 14 OFROM END. BE USED ON ANY SIDE OF THE 35 � FOR WINDOWS WITH WINDOW. 1/4' MAX. �J _ BUCK BOTTOM LOCKS: SHIM I HEIGHT so �\ ADD ADDITIONAL 2) MASONRY ANCHORS MAY BE SCREWS 08-3/8• USED INTO WOOD AS PER TABLE 2, 85 FROM END. SHEET 2. ALL WOOD BUCKS LESS SASH EXTERIOR VISIBLE LIGHT Y' HEIGHI OPT. 86 (2)1- 81 31 3D INTERIOR WEEP NOTCHES AT AI II F EQUAL-LEG/BO: FRAME SHOWN .2rx 1.25'1 END. .�...t:. ztl' w VERTICAL SECTION B-B THAN 1-1/2THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE IAA THICK USE EITHER OR GREATER. IX AND 2X BUCKS LATCH OR (WHEN USED) SHALL BE DESIGNED 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE TESTED UNIT THE STRUCTURE. WOOD BUCK FRAME LOCATION: 6518' DESIGN AND INSTALLATION IS THE SHOWN FROM SASH END. RESPONSIBILITY OF THE ENGINEER / OR ARCHITECT OF RECORD. C 66 3) VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION D(ALSO REFERRED TO AS DAYLIGHT OPTION 4 OPENING) IS MEASURED FROM ANCHORED THROUGH 1/4' MAX SHIM BEADING TO BEADING. 11111I11 FRAME INTO METAL ``0 'p 1Y LYNN ' #10OR#12STEEL L� 1/4'MAX. SELF -DRILLING I SHIM SMS (G5), SEE I TABLE 2, SHEET2. EQUAL LEGAIOX FRAME t SHOWN EXTERIOR rl INSTALLATION V OPTION 4 NO ANCHORS `� ANCHORED THROUGH ApPmeed m eompyiag whhfhs FRAME INTO METAL Florida dd ag Date . NOAN lead By: Date: Revlslon: B I de product fly feed Dy: Dale: Revision] wfp#on: Drawn Bi" ((// ,ANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 fw/Modal: Sealr. Sheetr Draeirp No. Rev: SH-5500 NTS 3 OF 13 MD-SH5500-01 -INSTALLATION-DETAILS-FORINTEGRAL FIN & J-CFfANNEL FRAMES INSTALLATION OPTION 8 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ZX ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 EMBEDMENT WOOD FRAME OR BUCKSTRIP. SEE INT02X WOOD FRAME OR ANCHORED THROUGH INTEGRAL I-- EMBEDMENT NOTE 2, THIS SHEET. SUCKSTRIP. SEE NOTE 2, THIS SHEET. If- EDGE DISTANCE FIN INTO 2X WOOD FRAME OR 1/4' MAX SHIM BUCK- STRIP. SEE NOTE 2, THIS EDGE DISTANCE 0 16 114` MAX SHIM SHEET. J-CHANNEL TYP. ANCHORTYPE, SASH VISIBLE 17 EMBEDMENT AND EDGE 18 LIGHTWIDTH FRAME DISTANCE PER SUBSTRATE, SHOWN 0 SEE TABLE 2, SHEET 2. __ O —� _ (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES -7}-1/4' MAX SHIM 42 o 00 WITH SASH ANCHOR TYPE, DISTf CE R❑!� WEIGHT 54 EMBEDMENT 30 EMBEDMENT AND EDGE U (� DISTANCE PER SUBSTRATE, I� JI SEE TABLE 3, SHEET z. EXTERIOR TYP. ANCHOR TYPE, 18 (NAIL SHOWN) �R 87 INTEGRAL EMBEDMENT AND EDGE 1g FIXED VISIBLE V 3 FIN DISTANCE PER SUBSTRATE, FIXED 20 OPT. SASH TOP LIGHT WIDTH FRAME SEE TABLE 3, SHEET 2. VISIBLE LIFTRAIL J FRAME EL 1 SHOWN (NAIL SHOWN) LIGHT FRAME HEIGHT FOR ALL WINDOWS:' NOTES: SHOWN + 1 ANCHOR @ 3.55' BUCK WIDTH -L— 49 48 FROM END AND AT 1) USE ONLY 21 CENTER. SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C D 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2 & 3 72 OVER 36" WIDE: OF SHEET 2. FOLLOW EMBEDMENT 1/4• MAX DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS. ANY MAY BE VERTICAL OR HORIZONTAL. SEE SUBSTRATE PROPERTIES, TABLES 2 & 3. SHEET 2. 14 45 46 47 SCREWS &S-318' INSTALLATION OPTION SHOWN MAY SHIM OFROM END. BE USED ON ANY SIDE OF THE BUCK O FOR WINDOWS WITH WINDOW. BOTTOM LOCKS: ti10 OR #12 STEEL 1/4MAX. HEIGHT 50 Ofm 16 ADD ADDITIONAL 2) MASONRY ANCHORS MAYBE SELF -DRILLING SHIM T SCREWS ® 8.318' USED INTO WOOD AS PER TABLE 2, SMS G5 , SEE 85 ! FROM END. SHEET 2. ALL WOOD BUCKS LESS 30 THAN 1-112' THICK ARE TO BE SHEET2. 3, TABLES & SASH CONSIDERED 1X INSTALLATIONS. D EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE. WOOD BUCKS LATCH (SHOWN) 16 OR BOTTOM DEPICTED AS 2X ARE 1-1W THICK OFT. 86 LOCK (SHEET 3). OR GREATER. 1X AND 2X BUCKS 65 TESTED UNIT (WHEN USED) SHALL BE DESIGNED �/ (2)1• 81 31 30 63 LOCATION- IT TO PROPERLY TRANSFER LOADS L_ J FIN AND/OR INTERIOR - TO THE STRUCTURE. WOOD BUCK L__ FLANGE REMOVED WEEP FROM SASH END. IN -FIELD NOTCHESAT gp DESIGN AND INSTALLATION IS THE EACH END. RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN o o 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 OPENING) IS MEASURED FROM Appmvcd as complying with w 1/4' MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL INTEGRAL FIN r BEADING TO BEADING. Date `u1 eg e FRAME SHOWN ���� y SHIM t 1 I I I 1 L 11 '114� INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) tlate�1 ���� 27' X 1.25" WEEPHOLE —L `��� �p� I/�� Revlaed W. Datx ReWalon: xDam10 c product OW/COVER Q 2.87• �� �kCENSF • • .F.p i 38 oMEACH END. VISIBLE LIGHT FORMULAS _' �� RW..d W. Dote: Redden: �` �F�OR No. 56705 EM__TY t-F-1 EDGE EDGE DISTANCE WIDTH DISTA C E BSTRA7E, QSASH: BUCK WIDTH-6.1/2' - -O '. "'�`,• !X; ® Description. Oman BR SB SHEET2iSHOWN) -� EMBEDMENT @ FIXED LITE: BUCK WIDTH -4.3/8' ;��'•. % !s Lu; J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI TAT OF Lv - HEIGHT(EOUAL-LITE) �� '••.jOL OHIO?;.•'' \�� 1070 TECHNOLOGY DRIVE Rtle: Qele: INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHTM-3-15/16 ''s`S/UNAL E;`� N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 ANCHO D OUGH INTEGRAL FIN INTOjX WO FRAME ORBUCK- // 1 ! 1 I L I 1 t t (941)-480-1600���ah fib: Sheet: Oimaing No. Rer. STRI TE705 2,THISSHEET. A.LYNNNBMIILLER.P_E• CERT. OF AUIH. y2e2e6 SH-5500 NTS 4OF 13 MD-SH5500-01 —_wr' —►{ 7/8 ^NOM. 7W NOM. 7/8` NOM. 7/8` NOM. 7/8' NOM. B 5/16" H/H SG ACE 7/16" AIR SPACE ASS 1/8" A GLASS XTERIOR a EXTERIOR EAL. DURASEAL. OR CER SUPERSPACER OR CARDINAL SPACER 5l16" A/A PV8 5/16° A/A PVB 5/18" A/A PVB 5/16" A/A PV 7l16°AIR SPACE 7/18°AIR SPACE 3/8" AIR SPACE 3/8" AIR SP 1!8" A GLASS 1/8" T GLASS 3116" A GLASS 3l16" T G L 1. a EXTERIOR a EXTERIOR c] EXTERIOR a E DURASEAL, DURASEAL, DURASEAL, DURAS SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPA GLASS TYPE 5 GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 7/8• NOM. 7/8' NOM. 7/8` NOM. 7/6' NOM. 7/6' NOM. {+— 5/16" HM SG 5/1 B" H1H SG I 5/16" HM SG I 7/16° A/A SG 7/16" A/A SG 7/18" 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 1/8" T GLASS a EXTERIOR a EXTERIOR G] EXTERIOR a EXTERIOR a EXTERIOR DURASEAL, DURASEAL, DURASEAL, DURASEAL, DURASEAL, SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR SUPERSPACER OR CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER CARDINAL SPACER GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 7/8• NOM. � � 718' NOM. 7/16" AIA SG 7/18" AlA SG 1n•NOM.GIAss GLASS TYPES 9THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 76 ORC�OR 78 BITE TYP. ' 16 MAY NOT BE USED 3/18" A GLASS 3/18° T GLASS WITH dCHANNEL OR 72 74 � INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR 'GLASS TYPES 5, 7.9.11.13 DURASEAL, DURASEAL 815 MAY NOT BE USED IN SUPERSPACER OR SUPERSPACER OR EXTERIOR 76 � THE HVHZABOVE 30'. CARDINAL SPACER CARDINAL SPACER pppmvea as cemplyit�wlW M. G'7 GLASS TYPE 15 GLASS TYPE 16 flaaae u+ Ia6c � A1me 38 gp \ t 1 u l l t NOAra CNV IYNN D ReMeed 9y: Date: ReNekn: of 1 U e Pradad' �Q: .,�N�'••4\GENSF '•�F'P �i �Y • o � Q; •,•'/C ! Revtred Sr. Data: RevleMn: �—� � •' • ' ..� .. GLAZING NOTES: N0. 88705 J- 'A'=ANNEALED Daeertplton. amNn By: �TYP. GLAZING DETAIL •H'=HEAT STRENGTHENED T=TEMPERED ;1s •., ale.lypee 6, 0,7i■ Design Pressure, Ib■tR +1-50.0 RoInt t.w1 R1 For eH Bbdea 6 sash ages ANCHOR GROUP AND QUANTITY. }I-�%jl EXTERIOR JAMB/B/B C7 EXTERIOR a SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 5.6. 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) E DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3FM4SIZES NOT SHOWN, ROUND UP TO THE. NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ale.T7P. 6 Rs1N.LM1 11z eausm sash bp�Ar1 Been Fle+�1 F.W 0.) Design Ple■■ure,lballt2 W,Skew6-kw18n es$ I SI125 21.5 Runic It" +05Z 1 -mA +SS.O 1 -me Sbrdld CoOge 14.517-15570 +6&0 1 -70.0 -Lose. -?CA 28 Eq.14R. 11581. uA1e .65.0 -m0 .05A -m.0 1i-lded ProAer ILM-11.562 +05.0 -= +55.0 •m.0 L-st 23.517-25260 4WD -m.0 +&0 •70A SUn6ud COMB 20.050-23515 +65A •70.0 +65.0 .70.0 37476 Eg4d®e 17517-20.057 .86A -mA .e5.0 . Sladad Prw/ar 14.617-17510 +06.0 •70.0 .40 •70.0 Shout 11A77. 14518 +OSA •7&0 .6iA .m.0 Weal. 2158S-31Af1 +65A -70.0 .65.0 •m.0 C-trn Stu 20.617-ZI682 +55A •m.0 .86A 700 Sladud CCOspe 23517. 25.510 466A -70.0 +86.0 -70.0 44 Egallde 20.517•Zf.515 .55.0 --70.0 .06.0 -mD Stmdnd PmA- 17.517-20118 .06D -mD +65A -mA C-kXnslm 14517.17.616 +uA •70.0 .W.0 •70.0 Shmest 11.77/-14516 .55.0 •70A .65.0 •70.0 Team 31.563.35411 .65.0 -70.0 +65.0 •70.0 eLIdaN Co qs 26.517-315e2 +W..0 •70 .66A -70.0 EpaNpe 20517-Wets +65.0 •mA -63.0 •70A 48 Standard P-low 17517.20518 .0&0 . .0 +65D -m.0 C-bm Sh4 14.517. 17.510 +85.0 •702 .850 -70.0 C-lom S-a4 12517-14.516 +65.0 -70.0 .05.0 -MO c 81Wes1 2.616 -65.0 •70.0 +56A -70.0West 7" .85.0 40.0 +8510 •70AR.AdCWage.Wr .0&0 -mA .55.0 -702 Eq-I1m 5310 .05.0 -mD +06.0 •70A Cale. stss 351a 117.617- .69.0 -mA .55A -m0 Slndml Plelew20518 +85.0 •m.0 +66.0 -70.0 G-mm Sbe 17110 +85.0 •mA +65A -70.0 C-b.slee 14510 .0.0 .70A .55A -m.0 Sweet 1251E +85.0 -mA +85A -MO Tom 30517.4154 +85.0 40.0 +85.0 -70.0 stardad Gouge 31.517:305td +85.0 -70.0 +05.0 -mA E""N. XMT- /.610 .85.0 •70.0 +0&O -70.0 Slaked PraYN MIT -25515 +65A .70.0 +850 -70A 62 Cusb. sies 20.617.23.610 +5&O -70.0. +050 •mA Cusmmsas 17.517.20.510 .6&0 -no .85,0 -mA CNtan else 14517-17.518 .55.0 -70A +8&O 4I6.1 C-taasiu 13.0+7-14A18 +85.a -70.0 +s .em Shdml 11.561-13.015 +BSA •mA +BS.O -WA T■lint 30517-41.644 .05.0 •70A +e6.0 •m.0 Cub. Stu 3&617-30118 +65A .70.0 465.0 -m.0 Eq.aM. 35A17-35510 +05.0 .70.0 .BSA -m.0 75 C-twn sbe 61snd1d PmAew 32.617.35.51E 20.617-32510 +6&0 .6510 .m.0 -70.0 .BS.o •65A. -7oA -mA C-bmSim 28517. 20.618 4WQ -mA +55.0 -07] 6hMest. 25518•m.610 +55A •70.0 +-0 .e85 Egalfile 36517.4lM4 +05.0 -mA +55.0 •70.0 JAMB BLE 6: WIN roes De■Ign Prossurta b■lf? bli■ +85.0/ 70.0 RHnt Lewl R2 F..IvMd-rdaah alma SEE TABLE 10, SHEET 9 FOR ANCHOR GROUP AND QUANTITY. QHEADER MEETING RAIL 0 23 EX7ERMR SASH a HEIGHT 23 0 SILL n 7T II SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS 7YPES.5, 6,7 & 8 (REINFORCEMENTS SHOWN IN FIGURESABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) M c-ram sbe Sssn:3e.6m .BSD -mA .as.o •BIA 4pprovcd os complylaltwllb l0. SIaWd Pmlew S5A10-35.616 .85.0 •m.0 .BSA 4fl6 UIIDugC et.m Tdlul 41.ew +&SA -70.0 +BSA a6.5 D-11A6 DC D■Ic SEE TABLE 10. SHEET D FOR ANCHOR GROUP AND QUANTITY. NOAD . 59eml D■de PlOduet !lllA Revised By: Date: Ravldon: ``�71 �r3tJV LYNN •'•.. By.., E Revised By: Date.' Revision: via.50705 - v ® Description: DESIGN PRESSURE TABLE sawn By: J ROSOWSKI $ r O '. 5'IAT 07 : ' C(!�� ��� �<ORIUI`.•'- \tom: 107D TECHNOLOGY ORNE N. VENICE, FL 34275 Met.Dole;. SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 `iP ;':......... S/OIY fin(y)� F�G •�` (941)-480-1600 Sertes/61od■h Scab: ShWL• Drowng No. 11! a 44BRP.E. P. 58705 CERT. OF AUTH. #29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 0o«ry9. 04261561 9 Fold. L.ael 3 sn Bd1 w w. ex 91.a0•• P-W seen FidYlt Wes. M7 Design Pressure, ba7Re Bu TY1eth up a40 45 52775 !w 23.5 Eq Wa. 11.394 +70.0 •110.0 +me -110.0 .7aD -11L0 700, -110.0 Swam Mean. IL517-15.570 +ram .Ilan +%0 -110.0 .7ao 410.0 +ro.0 -110.0 25 E*wa. M553-14.615 -10.0 -110.0 -m0 -110.0 -70.0 -110.0 +m0 -1f00 S wdrdl'rodew -t 582 14.377 1. . roA -1f0.0 . 0 ro. nao +m0 -1f00 eras •1f00 Tasw 20517-25236 +roA -110A +71.0 -110.1 em0 -110.0 1m0 410.0 Butdrd Maine 20988-23518 -10A 410.0 -70.0 -110.0 -70.0 -110.0 -ra0 4110 37.375 Eq.;Ite 17.517-20.967 -700 410A .70.0 410A -70.0 .110.0 +M0 d0a0 Sledwd PMlw 14.617-12518 +70A 410A '+70.0 -110.0 .70,0 •110.0 .ro.0 -i7Q0 Sh.U.1 11.377-14.516 -710 410.0 .70.0 .110.0 +70.0 1407.01 .70.0 4010 TOW 27.663-31.011 -70A .110.0 -70.0r- -m0 410 +ram -90.0 demur SW 20.51T-27-W 70.0 410.0 -70.0 -70.0 •110.0 +X0 410.0 Surdlrd M6a0e 23.517-25516 -_.lima .ro.0-m0 -Itmo -no -110.0 M EqWae 20.517-23.6 8 1 '.roA •110.0.70.0 .i 0 0. •110.9 .%0 - o 110.SW,dod Prwbw 17.517.20.615 470A 410-0 +70.0 .70.0 •110.0 +m0 -10.0 1cuaw sk. 14.517-17.518 -70.0 •110.0 .70.0 .m0 •1f0.o .m0 41MO etddeat 11. 4.518 3n t .70A 419.0 + 9 ro. .10D -1 QIA .roaulal •1010 3Le33•ssett .ro.0 .1toa .roo .mo a10 .mo 000 9b.d.d M6q. 29517.31.582 .70.0 410.0 .70.0 -110.0 +70.0 .110.0 .70.0 4= EgluBb 20.517-20,515 -70.0 -110.0 .70.0 .110.0 .70.0 •110.0 .70.0 •110A 45 Storied P,M4w m. 17.517- 5f0 a 0 ro. 4 0A .70.0 - 0 110. .70.0 •110.0 + TOA -110.0 C.a. St. t4.517.17.513 470.0 410.o .7010 410.0 .70.0 .110.0 . 0 ra 41 as OM-Sk. 12.517-%515 -7" -110.0 +70.0 410.0 +70A 410.0 +ro0 420.0 stanat 11.317.12.515 .7010 •110.0 70.0 -110.0 .70A -110.0 area •I10.0 Td.1 31208-37.533 +7010 •110.0 .ro0 0 60. 70A •�.0 .ro.0 -0OA SWdad C.Xq. 20.617.33.207 -%0 410D .70.0 41" .70.0 4100 .7ao -110.0 Eq.". 21617-20.6m -ra0 .110.0 +700 41" 70.0 •110.0 .ro.-a 41" 49A25 doom sk. 20.517-23510 470A -110.o +m0 -IIm0 +70.0 .110.0 470.0 4too Bl.rdad PrD.1.w 17.517.20.518 -70A 410.0 -70.0 -1100 70.0 •1m.0 !M0 410,0 dabtn Ste 14.617.17.610 - 00.0 410A .70.0 -110.0 •70.0 4W.0 +70.0 41. d.tv at. 125t7-I4AI6 .roA .1110 00.0 410.0 .70.0 .110.0 .70.0 -110.0 6hctW ll.377-12516 +70.0 410.0 +70.0 -110.0 -70.0 410LO +ram 4105 T«ed 38.617.41.644 +70.0 410.0 -70.0 -110.0 .70.0 •110.0 77D0 -nao SWN rides. 3t.317.30.513 -"A -110.0 170.0 410.0 -70.0 -nao +TO.O 41M Ew"I. Bkedrd P,cvI- 20.517. 31.616 24517.2e.610 .70.0 +roA 410.0 410.0 -70.9 00.0 .110.0 410.0 -70.0 .m0 •Ii%D 4100 .70.0 .70.0 .110.0 -17m0 42 dwi.m tit. 2a517. 23.515 .70.0 -110.9 -70.0 410.0 +MO -010.0 .70.0 41CLO Mm,n Sk. 12517.2051e +70,0 •110.0 ems .110.0 +70.0 •1100 170.0 •Finn deb. Q. 1e517.17.518 .7D.0 Moo +MO .110.0 700 -110.0 .700 410.0 dot-N.. 13017.14.510 .7DA •110.0 1 -70.0 Man -70.0 •110.0 -Rio -1100 Shoal 11554.11016 170.0 -1110 e70.0 -110A +m0 .nao +70.0 •110.0 Tdwl 30.517.41.6M .70.0 -110.0 eras •110.0 .70.0 410.9 .70.0 -1110 detreete 30.517.39.616 .70.0 -110.0 +70.0 .110.0 +70.0 410.0 +740 •1110 Eguo4w U517.30.516 +70A 410.0 +70.0 410.0 +700 .110.0 .71.0 .110.0 75 ddlansk. Seudl.d PWM 32517.35.515 22517.32510 .70.0 00.0 -110.0 410A +70.0 .70.0 -11a0 .110.0 170.0 1 +70.0 -im.0 410.0 +MO .m0 .110.0 -tt0.0 Cu nn Sli. 2a -70.0 -110.0 .D m617.20.510 •710.0 +700 -110A 70D 4MO 6W.1 M618.20.60 .70.0 4tmD •70.0 •110.0 -70.0 410.0 -70.0 4100 EM 35.517•HA40 +70.0 -110A .70.0 410.0 -mo .110.0 -71LO 410.0 84 ddFomSke SWWWd PM&W 35s17.9a51e I 31.et6.35.518 .70.0 470.0 .ilmo -110.0 .70.0 70.9 '.Ilia •t10.0 -70.0 70.0 .110.0 .1laA -70,0 '070.0 410.0 .110.0 91.78 TOM 1 41.644 -70.0 410.0 +70.0 -1110 70.0 -110.0 .70.0 •110.0 SEE TABLE 11. SHEET 10 FOR ANCHOR GROUP AND QUANTITY. GI73614 Lwa 3 Bdom8oe DolR.mt 1 WenO PaMiOo Design Pressure lb$W WNOawa¢k WIM t. 24 32 35 40 N 51125 54 245 Eae«l•7ao •110.0 -m0 -110.0 7a0 •110.0 •70.0 410.0 -70.0 -110.0 +740 •1fa0 •ro.0 -110.0 +ro.0 -1140 at.ea.mMn..870 H14.617- •MO •110.0 •7ao •110.0 •m0 -110.0 •70.0 •tree •70.0 -n0.0 •7ao •110.0 -70.0 -110.0 -70.0 -110.a 28 E4ue-0l. 518 •m0 .70.0 -110.0 •110.0 +7ao •70.0 -110.0 •110.0 •ram 70.0 -110.0 •1f0.0 -m0 •740 4140 •110.0 •70.0 N0.0 -lima .mo o mT.lt.d -tm0 �lto.o .70.0 7ao •112.0 nao .70.0 70.0 4110 1a0-1l0.0 181adCdPro4w.692 260 -70.0 •110.0 •70.0 410.0 -710 410.0 .740 •710.0 •m0 •110.0 70.0 410.0 •70.0 -110.0 •0.5t8 7a0 -110.0 •70.D -710.0 •70.0 -110.0 +70.0 •110.0 'a .110.0 .m0 M0.0 •m0 •170.0 !m0 -110.0 37.378 Eg03410 1dP w 5Y M ro/ 17.517-20.057 4. v-v.6le 1 6 .7ao +70.0 410.0 -vao .7a0 •mo -1m.0 nta D -70.0 . 7ao Almo -110.0 +7ao 70.0 -110.0 -+m.o •70.0 7ao -1111 •l10.0 7ao •Jo.o •110.0 11D.o +ro.0 ero.o -110.0 -++a 0 •m0 •70.0 -009.0 -170.0 eeodm 11.371-14510 .70.0 -110.0 .70.0 410.0 •7aD -110.0 .ro.0 410.0 •m0 -110.0 •70.0 -110.0 .70.0 407-1 +70.0 •103.0 Teel 17.593.31.911 -70.0 •110.0 -70.0 .110.0 -70.0 •110.0 •70.0 •110.0 .70.0 -110.0 70.0 40.0 70.0 no -m0 M.0 Cedom8k. SI.ndWCoaego 25.517. 27582 23117. 28b15 .70.0 .70.0 41U -110A •70.0 70.0 •410.0 -110.0 -70.0 70A -110.0 -110.0 -m0 •70.0 •110.0 410.0 •70.0 •70.0 -110.0 410.0 -70.0 -70.0 410A •110.0 .70.0 .70.0 .110.9 410.0 .70.0 -70.0 -110.0 -11&0 « E iN. au SlddamPr04.w m617.2a818 1bsi7.20.s1a N0.0 •ro.0 - t 10.0 •110.0 70.0 70.0 -110.0 -vao + 40 7 +re.0 •1f0.0 •110.0 .70.0 70.0 -110. 0 -vao 70.0 •70.0 -770.0 -tlo.o •70.0 •ro.0 •110A -Ito.o N0.0 •loss -11D.0 -vao -70.0 .70.0 -1f0.0 -110.0 Mpem BW 14.517. 17.515 70.0 •21 7aa -110.0 .70.0 410.D -70.0 410.0 -70.0 -110.0 -7aa -110.0 70.0 410.0 -70.0 4W.0 Shabd 11.97-14.618 .70.0 410.0 .70.0 410.0 •70.0 410.0 70.0 410.0 -70.0 •11D.0 •70.0 -+70.0 N0.0 •107.0 7..1010 Teat m.W3-3s.91+ •ro.o -vo:o 70.0 •no.o 760 . 1 0 / a . 70.0 -nD.D -70A -vo.o 70.0 -no 70.0 43.0 70.0 a0.0 St«dodCweO. 26.511-31.502 -70.0 -Imo 70.0 410.0 70.0 41010 +70.0 410.0 •7ao -110.0 70.0 •110.0 -70.0 -110.0 -10A 4140 46 EquYa. snrlumprglw 20.517-25.616 17.617.20.610 70.0 •70.0 .110.0 •110.0 70.0 .70.0 .110.01.70.0 .110.0 •70.0 -110.0 •110.0 70.0 -70.0 410.0 •110.0 70.0 .70.0 410.0 410.0 70.0 •70.0 410.0 -110.0 +70.0 -70.0 ""a -110.0 .m0 -70A -110.0 •110.0 M9amake • 75m less t ao.o -tl .D o •7o.D •vao •7ao -no.o 79.0 -tma 7o.D -tto.o 7ao •11 0 o. -70. o -i10.0 .70.0 •110.0 COolemet0 12.517-14.515 .70.0 -110.0 .70.0 -110.0 .70.0 -110.0 .70.0 .110.0 •70.0 41MO •70.0 410.0 .70.0 d10.0 -70.0 -170.0 c Stlonat 11.371.125I8 70.0 -110.0 7ao -110.0 ores •7f0.0 •70.0 -110.0 +70.0 -710.0 •7ao .110.0 70.0 -11D.0 -m0 410.n >• ru«1 u2oe- aa35 .7 ao -no.D 70.0 -vao •to.o -naoa +70.0 -u o .7ao -vao 7ao -0 goo •70.0 43.0 •70.0 no i Sladam Cota9e 28.517.33201 .710 .110.0 -70.0 410.0 •70.0 410.9 -70.0 410.0 -70.0 -110.0 +70.0 410.0 +70.0 -11a0 •70.0 -1140 EgeEa. 21517.20.616 -70.0 -17DA .70-0 -110.0 .70.0 -110.0 .70.0 4100 -70.0 -110.0 70.0 •119.0 -70.0 •7m0 -70.0 -110.0 m' g 49525 S M8oin8a. StWarO PrM1w 25.517-23516 17.517.20510 •70.0 70.0 -110.0 -110.0 • 0.0 70.0 .1100 -110.0 .701 70.0 410.0 -110.0 -m0 •70.0 -110.0 410.0 •70.0 -70.0 410.0 -110.0 40.0 +70.0 419.0 410.0 70.0 +70.0 -110.0 •110.0 •70.0 -70.0 -110.0 -1140 MM.5ft. - 14.517-17.610 .70.0 -110.0 +70.0 -n0.0 .ram ,110.0 •70.0 -110.0 N0.9 •1+0.0 •70.0 -n0.0 •m0 •770.0 +7a0 -110.0 M9s.8k. 12517-14518 -70.0 -110.0 +m0 -110.0 -mo -1100 +ro.0 -110.0 .70.0 .110.0 •70.0 410.0 -70.0 -110.0 -•7a0 -110.0 8a.neat 11.377-12516 .%0 -110.0 •70.0 410A .70.0 410.0 +roA -v0.0 +7ao •110.0 •70.0 -110.0 .70.0 •1111) -70.0 •110.D Tonal 3a517.41.644 •710 -110.0 .m0 -1f0.0 .10.0 -110.0 •7ma •tjmo .70.0 -110.0 •70.0 -110.0 •70.0 410.0 •70.0 -IMT Gladord Co0.9. 31.517.36.316 .ro.0 -110.0 -m0 -1f0.0 -m0 -110.0 -7a0 410.0 .70.0 �110.0 •70.0 -110.0 -70.0 -000.6 •70.0 -101D EQ"No Sto(Mm Prates 20.5f7-31516 23.517-25516 .70.0 .70.0 .110.9 -110.0 70.0 -70.0 410.0 410.0 -70.0 +70.0 -110.0 •110.0 -740 .70.0 410.0 410.0 .70.0 -710 A10.0 -1100 +70.0 -70.0 410.0 -110.0 •70.0 -70.0 -107.8 .110.0 -70.0 -70.0 -102.4 -1092 82 MdomSk. 20.517-21610 +70.0 -1f0.0 +70.0 410.0 •70.0 410.0 .70.0 -110.0 70.0 •110.0 -70A 410.0 .70.0 410.0 •70.0 •107.0 Cu9.mOks 17.517-2a515 .70.0 Alto •70.D 410.0 -70.0 410.0 -70.0 -110.0 -70.0 •110.0 -70.0 4110 .70.0 .1f0.0 -70.0 .109.0 Mdom Btra 145IN'15 .70.0 -110A .70.0 410.0 -70.0 -110.0 -70.0 405.0 -70.0 -102.6 •70.0 -IWO -70.0 •1005 •740 -100.5 CustomBW 13.017-14.610 •m0 410.0 •70.0 •110.0 -70.0 4082 -70.0 -100.7 •70.0 .07.1 •70.0 -94.4 •70.0 -94.4 .70.0 -04.4 shodad 11.964.13A18 •70.0 -I10.0 70.0 -1f0.o .70.0 -1025 .70.0 6L9 .Imo 413 -70.0 60.1 .70.0 -010 .7aa .40. Tow 39.517. 41.644 X0 -110A 70.0 410.0 70.0 .110.0 +70.0 .110.0 .70.0 41LO •70.0 -110.0 -70.0 -lots +70.0 6e.0 Moistness 3a517-32515 70.0 -110A -70.0 -110.0 -70.0 -110.0 70.0 410.0 1 .70.0 -110.0 -70.0 410.0 •70.0 -lot? -70.0 -00.3 Egda. 35.517-3mli19 .110 -110.0 •70.0 410.0 70.0 410.0 •70A -110.0 70.0 -110.0 •70.0 410.0 •70.0 -N0.4 •79.6 410 75 Md.tn3s. SlodadPr0A1w 32517-35.519 29.517-Mail .70.0 .70.0 -110.0 .110.0 .70.0 -70.0 -1/0.0 41D.0 •1a0 .70.0 -110.0 410.0 .70.0 .70.0 •110.0 •1100 •70.0 .70.0 -110.0 410.0 -10.0 +70.0 -110.0 -10a0 70.0 -7010 •10D.7 -101.6 •70.0 •70.0 4&2 -00.7 Mslam9t. 20.517-2a618 70.0 -1f0.0 70.0 -710.0 70.0 -707.9 •T0.0 -1024 70.0 6a9 .70.0 65.4 +70.0 86.4 •70.0 -00.4 Shatebl 25510. 20.a18 •70.0 -1f0.0 •70.0 -W4.0 +70.0 -00.1 •70.0 -05.4 •70.0 -02A -T0.0 624 •70.0 424 Epmae 39.617-41A44 70.0 410.0 -mo 410.0 -T0.0 4mo .70.0 .110.0 -Im 400.8 .70.0 4" -10.0 .01.1 et MtlomBs. 9lOrd9d Prodw 3afi17.79.Sta 34SiS•355fa 1170.041100 •70.0 +70.0 -110.0 .11mo •70A -7ao -107.9 -t02a N0.0 �70.0 -1014 -07.0 -70.0 +70.0 6a0 -017 70.0 •m0 -08.4 60,1 -70.0 .m0 -044 -0OAi 0.0 -01.6 -00.0 Min. 70.0 410.0 .70.0 -Wze -7ao 47.0 •70.0 -93.3 +70.0 '90.1 •m0 40.0 +MO 40.0 JCC I MOLL l �, ,mCC l lU f VR Arv1imUR I,RV Ur IgkY uUwv r r 11. LYNN No. 5B705 HESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. -^Cl -//Ff �5 ��. "TE�•��!/� �E DIMENSIONS ARE BUCK. SASH HEIGHT IS ASPER THE FIGURE. 0��'•••!c<ORIOP,•''G\•� i1ZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN NA�_ TABLE. 1(!L"0.4,L, P.E. P.EA 58705 1070 TECHNOLOGY DRNE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R3 REINFORCEMENT & GLASS TYPES 9-16 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) rr Revision: Revision: +lppmvcd a3 complying Willa 90> F:oFId3 �krll{Iog ale D� NOAIf Otl nul Ux a to�nU C �/ l ESIGN PRESSURE TABLE J ROSOWSKI of NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 iss/AialsL• Scale: Shs6t: D/o1Hn9 No. Rev: SH-5500 NTS 7 OF 13 MD-SH5500-01 J 1.4S3' O1 J-CHANNEL FRAME HEAD/JAMB 3A83' -� o � Br O5 . 1.375' FRAME SILL T I F 1JI72' -�{ fir- 1.841' +{ T, I I� 1.37W --►70 1.231' r7 1.OD0' �-+-- 14 FIXED 16 SASH RAIL MEETING RAIL 3.483' 2.444" j 6 FLANGE FRAME SILL 3.500' .062' OFIN FRAME HEADIJAMB 3.600' -�•1�- .062' 1.483' a 1.483" F OEQUAL LEG FRAME HEADIJAMB 3.483' �{ -i+ .062' � 3A83' -� .062' 2.444' I�� 2.444' o �ooo00 o OFIN FRAME O EQUAL LEG SILL FRAME SILL 60* .715' 1.185'Il � LIGHT SASH 23 REINFORCEMENT �If11I I.791" I ^�1.036' 1.331' u�••+- STANDARD 26 MEETING RAIL REINFORCEMENT .974' � 1.378' � 2.100j'i11 2.176• � 1.472' � � 1.565' �{ .590' .471" .550•-34T .355' -7 ° 0 1JJ �°° J��} L�6SUU}}}��22�fff11 .035 _7_' .060' } .070' .050' .0�71".050' all SASHSTOPI LIFT RAIL LIFT RAIL 17 EVELED BALANCE T 16 SCREW COVER 19I INTERLOCK 20 INTERLOCK COVER BEVELED INTERLOCK O INTERLOCK COVER .o. .175' �� ,= EADING u u .316, -�{ I �.754" f .035• -� EXTRUDED SCREEN FRAME .3oo' 4 .750' .025'-r{•f-� ROLLED 82 SCREEN FRAME ``��` ONY LYNN Mi �"', : a��' %CENS ' ��F` ' •• Z fri No.58705 - �U '. (fie`•. S A'E F ; [(/: !, �C`�'•.FCORIDP.•'' \`-\� '•,�SS��NAL�N��` rAi'4414,tiFJ4�P.E. REA 58705 ROWM Rehm DeDow81 WI 1070 TECHNOLOGY DRNE N. VENICE. FL 34275 (941)-450-1600 Dlla: SIN lark; CERT. OF AUTH. ,28298 +H 1.184" f+- 1� 070' .150" OHD SASH 25 REINFORCEMENT 1.041' L .13T -�{ 1.340' �- HD MEETING RAIL 27 REINFORCEMENT Approved ea complying wjib M, Florid 1111,11 e vote u :70. �Qlfi MOANOAN d W. Dote: RaNaron: Mlerol Dade Product Canted By . d By. Data: Revkkn: IpDan: Dram vy: MOW EXTRUSIONS J ROSOWSKI Dote: GLE HUNG WINDOW INSTALLATION - LM 05/15/15 /Model• Seole: Sheet Drawing Mo. Re.. SH-5500 NTS 11 OF 13 MD-SH5500-01 TAPI P 11. -- --- -- TARI P 19 rtnnrr. -- - - - - --- BIII of Material # Part # Description Material 1 620101 Single Hung Frame Head & Jambs - J-Channel_ PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 520104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SWDH FrameSill -J-Channel PVC 6 620108 SWDH Frame Sill - Flange PVC 7 620107 SWDH Frame Sill - Fin PVC 8 620108 ISFUDH Frame Sill - Equal Leg/Box PVC 141 620131 1 Fixed Meeting Rail PVC 18 620128 Sash Rail (Sides, Top &Bottom) PVC 17 620134 Balance Cotter PVC 18 620133 Sash Stop/Screw Cover PVC 19 820756 Pull Rail Interlock 6005 T5 At 20 620144 Pull Rail interlock Cover PVC 21 620167 Beveled Interlock 6005 T6 At 22 620145 Beveled Interlock Cover PVC 23 620160 Light Sash Reinforcement 6063 T6 AI 25 620152 HD Sash Reinforcement 6083 Tr) At 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 27 620154 HD Meeting Ralf Reinforcement 6005 T5 At 30 61644 Weatherstdp, .187' x .270" Fin Pile 31 6Q300 Weatherstrip, .190" x .300' Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPlle 331 61825 Weatherstrip Plug, .220" Finseal 351 78X1MTTr #8 x 1" Ph. PH SDS (interlock Mounting Screw) 38 7MOTHPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 41O SS 37 71669SP Meeting Rag Screw Support Plate 6063 T6 At 38 720210 Weep Hole Cover PVC 40 720XI000C Constant Force Balance 41 #8 x 3/4' Ph. FH SMS (Con. Face Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 41O SS BIII of Materiel, cont. # Part Description Material 5 0 9 Auto Lock Mechanism Btee 46 720198&9 Sweep Lock Cast Eric 47 7201SMS Auto Lock Corer Assembly Cast Enc 48 76X118OP1X #8x 1" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep lock Keeper Cast Zinc 6D 776X34PPA #8 x 3/4" PH. PH SDS (Keeper Screw SS 61 1 420181 UR 1139valed Tilt Latch Comer Key PVC 621 420182 UR I Pull Rag Tilt Latch Comer Key PVC 63 7634PHFL #8 x 314" Ph. FH SDS (Corner Key Screw) SS 64 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1"TiR Latch Spring SS 67 420186 Plastic Tilt Latch Fingal Pull PVC 68 720192 Metal Tilt Latch Finger Pull Cast Eric 69 420180 Phot Bar Comer Key PVC 60 720208 JPWt Bar SS 83 720191 Sash Pull Handle Coat Enc 84 720194 Sash Pull Handle With latch Assembly Coat Enc 86 7834FPT 98 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 88 420188 Bottom Latch Strike Plate Coat Zinc 67 ?785aB #8 x 618" Ph. FH SMS (Strike Plate Screw) SS 72 720135 Laml I.G. Bead PVC -141 113ackbodding, GE 7700 or Dow 791 Silicone 751 71648N ISetting Block 7/8" x 1" x 118"), 85 +1- 6 duro. EPDM 78 1 lQuanex SuperSpacer nXrwith Hot Melt Butyl Composite 771 lQuanex Duraseal Spacer Composite 781 lCardinall XL Edge Spacer Composite 80 1 61012 lExtruded Screen Frame Alum 81 1 61011 Roll -Famed Screen Frame Alum 82 1 7CKGL821 IScreen Caner Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X2 PVC 84 47041 IScreen Comer Key without Pull Ring X 2 PVC 85 7CASPM Tension Spring SS 88 81818C48 Screen Cloth Fiberglass 87 81835/61814 .140" Screen Spline (Machine/Hand Rolled) Vinyl NO 5: ALV NDOWAND PROFILES. LABELED OPUDER CODE. 2)1TM#r%. 15,24.28.29.34.39.81.62, 68.71,73 & 79ARE NOT D ANDARE NART OF TH 9 APPROVAL ,V cAN LINN 4,'./',',i'i _ No.56705 73 Mir F : ��� A. LVNN MILLER, P.E. REA 58705 rP?og N1 awl, k:C47-PTAN, 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERL OF AUIH. 129296 with th, BILL OF MATERIAL (BOM) J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 NTS 1 12 OF 13 1 MD-SH5500-01 AJJtMtiLY DETAILS NOTES: Es EXTERIOR 1) SOME 9 T ^ I, NS NOT SHOWN ON DRAWING FOR CLARITY. � 2) J-CHANNEL E SHOWN, PARTS D 1 & 5. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS S d 7. 4) USE E(T, ER ASH TOP LOCKS OR SASH BOTTOM LOCKS. ---OPT. SWEEP LOCK ---- - a�_ -4-4a) OPT. AUTO LOCK MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS - _ -• ---_......... •cs 7p . SAWN 53 t J +PProvca ss P$lag wDh Poti FlmId a leg e .- Revised By Date: De eda ted 5` e F LYNy l -IF - No.58705 ad lay: Dote: Revlafon: ® Dewed Um: Drown tTy: = A. 7 R 1,5 a %Q EXPLODED ASSEMBLY J ROSOWSKI 1070 N0VEcHriu L 34275NE ST Eol• ��(�s''•F70RIDA.•'.•�C �•,�ip��1VA�_ ��G�,` 71tb: SINGLE HUNG WINDOW INSTALLATION - LM Dote: 05/15/15 !/! „ A. LVIiI70E5 P.E. (941)-450-1800 Serles/ModeL• Scale: ea • D Rer CERT. OF AUrH. /29296 SH-5500 NTS 1 13 OF 13 1 MD-SH5500-01 P.E.#E.Y SB Embi0l