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HomeMy WebLinkAboutNOA 11-27-17I�1II•oil] MIAMI-�A�E ,w `1 r� Val 'L01l MIAMI-DADE COUNTY 0 104 1• PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOUR fi) 11805 SW 26 Street, Room 209 BOARD AND CODE ADMINISTRATION DIVISION pERpbJ, F T (786) 315-2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) gt. Wc:%e wNymmiamidade. ov�/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 11550011 PVC Single Hung Window — L.M.L 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 A dated 05/05/16, 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, 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 terininate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This NOA revises NOA# 15-0519.05 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 16-0714.03 Expiration Date: July 30, 2020 �gR� �©�� PApproval Date: August 18,ag li !' 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 1 through 13 of 13, dated 05/15/15, with revision A dated 05105116, 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, Duraseal® 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. 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 previous 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 previous NOA No.15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05115115, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 15-0519. 05) 9 Manuel P ez, P E. Product Control Exam' er NOA No. 1� 4.03 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS (CONTINUED) 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.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 "SentryGlasO (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-5t' Edition (2014), dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No. 1 S 0519.05) 2. Statement letter of no financial interest, dated May 15, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.05) 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. 4. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05, issued to PGT Industries for their Series "5500" PVC Single Hung Window - L.M.I." approved on 07/30/15 and expiring on 07/3 0/20. Manuel Per , Product Control); am' er NOA No. 16- 4.03 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-2 EXAMPLE FOR � 28-1/8" MAX. O.C. RADIUS -TOP HEADER (SIM. 72' MAX. FROM FORALL FRAME SEAM WINDOW TYPES) B, SEE ,�__ �- 3(r MAX O.C. SHEET3 1. f A, SEE SHEET3 EQUALLY iI SPACED Ii / ANCHORS PER I / TABLES 9.11 O I I ^ EQUALLY I SPACED ANCHORSPER / TABLES 9_11 II I B 'NO ANCHORS AT SILL 5 r MAX. BUCK WIDTH 1 EQUALLY 17-7/8' MAX O.C. SPACED ANCHORS PER - T TABLESS-11 _ 84' O T MAX. 1D' MAX O.C. BUCK X HEIGHT j 133/4' MAX O.C. EQUALLY SPACED + ANCHORS PER A I TABLES 9-77 SEE SILL WEEP - NOTCH DETAILS, SHEET3 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN WITH EQUAL-LITE CONFIGURATION 54' MAX. BUCK WIDTH 30" 12- MAX B, SEE MAX O.C. SHEET3 r ---I I I A, SEE r' jIt-'t'-I + 1111 FIXED VISIBLE LIGHT WIDTH FIXED /VISIBLE LIGHT HEIGHT 7S�iH- VISIBLE /LIGHT HEIGHT B. SEE SHEET3 T A, SEE r` 17-7/8"MAX. O.C. SHEET3+ _ EQUALLY 91.78" SPACED MAX ANCHORS PER BUCK TABLES 9-11 T HEIGHT 21-5/8' ANCHORAGE EXAMPLE MAX. O.C. FOR ARCH -TOP HEADER (SIM. FORALL WINDOW TYPES) / 110" MAX. FROM M SEAM DESIGN PRESSURE RATING IMPACT RATING VARIES PER REINFORCEMENT LEVEL. SEE SHEETS 6-7 LARGE & SMALL MISSILE IMPACT RESISTANT / FRA E D. SEE SHEET4 -i- 30' MAX O.C. {_ C SEE 10" MAX. O.C. X 13-X4" MAX O.C. EQUALLY SPACED y ANCHORS PER A - TABLES 9-11 12 MAX SHEET 4 12� 17-7/8" MAX O.C. MAX 10' MAX.ID.C. BUCK J—y HEIGHT 13-3/4" MAX. O.C. 52-1/8- MAX BUCK WIDTH SEE SHEETS r 1-1/4' 8&9 1 Z 11J X —y SEE T 1 SHEETS J _1A B&9 MAX. I BUCK HEIGHT AS SHOWN 4 (91.78- MAX.) jI IC / B�—._ JfVV Af�VgVKS A I AILL SASH VISIBLE SEE SILL WEEP- NOTCH DETAILS, B� -"- .J �•••••••^••,••'••, J,•.� 54' MAX BUCK WIDTH SEE SILL WEEP - NOTCH DETAILS, per..-.-J 1-1/4" --I_ SEESILLWEEP- NOTCH DETAILS, LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME ELEVATION FOR TYP. FLANGE FRAME OR TY FL SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORI CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN 75' HEIGHT SEE TABLES 7-11 (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 (HVFZ). ----•••'-•'-•'"......•"'•'•"•••'""•'••" • 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 . FRAME, GLASS & ANCHOR 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY ANCHORS. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 OPTIONS'F'L ....................... 2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHORTYPE INSTALLATION, FLANGE 8 4) ALL WOOD BUCKS LESS THAN 1-12 INSTALLATIONN, INTEGRAL ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS EQUAL . INTEGRAL FIN X............ 3 DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX 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). GLAZING DE AILS NEL._.._._._.._._ 4 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS DESIGNPRESSURES 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. DESIGN QUANTRES........._...._..8-7 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. ANCHOR QUANTITIES.._._..__._ &10 EXTRUSION PROFILES._.............11 7) DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLETESTING AND GLASS PER ASTM E1300. ASSEMBLY &PARTS LIST_._._... 12-13 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: 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 •AST FLORIDA BUILDING CODE (FHC), 5TH EDITION 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 •ANSU F&PA 09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSUAF&PA NDS-2012 FOR WOOD CONSTRUCTION 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. *ALUMINUM DESIGN MANUAL, ADM-2010 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO ULTRACON NOA: ELCO CRETEFLEX NOA: ELCO AGGRE-GATOR NOA: ROYAL WINDOW AND DOOR PROFILES, LTD WHITE & BRONZE! I•AISI-S100-07/S2-2010 LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS; NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSVAF&PA NDS 8 IJMINUM DESIGN MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL R-L-at By: Dale: Revfolon: %„(t?i! `'!!!:>��'�,_ JR 05/05/16 A)ADDED SPACERS USER INSTRUCTIONS: 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT FROM ASCE 7. 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. r,•;(• 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN - r PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1, _ "•. /( `. �L( IO J:_- I 6_.•i;;r:; 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR :/:�•,_• YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET -SET ARE MET. •,� ' 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTALLATION. NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, /' /d./I�'7'MNI'4144E)Lb.E INTEGRAL FIN OR EQUAL LEGIBOX� P.ER 58705 TO SHEET 11. Revised BY: Odle: Revfs(on: ® Descdptton: GENERAL NOTES & ELEVATION PRODUCTREVISED rs emptying with dW F(W{de Deldiug Code A=ptat1C4. a ion DatejPnn J ROSOWSKI 1070 TECHNOLOGY DRIVE Till.: DON: N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM. 05/15/15 (941)-480-1600 SlHea/Mod•1; Scale: Sheet: OrcwNg No. Rev: CERT. OF AUTH. #29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A Glass Type .... Description (Listed from Exterior to Interior) Da Pressure Table# Sheet# 6 7/8' Laminated I.G.: 1/9' A Extedor Cap + 7/16' Alr Space + 5116' Laminated; (2) Liles of t!8' A Glase with .090' PVB Intedayer 4,5 6 8 171W Laminated I.G.: 1/B" T Extedor Cep+ 7l1B" Alr Space + 5116" Laminated; (2) LJtes of lIW A Glass with .09D' PVB Intedayer 4,6 6 7 7/8' Laminated I.G.: 3116' A Extedor Cep + 3/8' Air Space + 5/16" Laminated; (2) Utes of 1/B' A Glass with .090" PVB Intedayer 4,6 6 8 171W Laminated I.G.: 3116" T Extedor Cep + 3/8" Air Space + 5/18" Laminated; (2) Ules of 1/B' A Glass with .090" PVB Intedayer 4,6 6 B 718" Laminated I.G.: 118" A Exterior Cap + 7/18' Air Space + &is' Laminated; (2) Lites of l/8" H Glass with .090" SG Intedayer 7 7 10 7!8' Leminaled I.O.: 1/8' T Exterior Cep + 7/15' Air Space + 5/16' Laminated; (2) Ules of 1/9" H Glass with .090" SG Intedayer 7 7 11 7/e' Leminaled I.G.: 3/16' A Exterior Cap + 3/8' Air Space + 5116' Laminated; (2) Utes of 118" H Glass with .090" SG Intedayer 7 7 12 1718n Laminated I.G.: 3116' T Exterior Cap + 3W Air Space + 5116" Laminated; (2) Utes of 1/8' H Glass with .09D" SG Intedayer 7 7 13 7/8" Laminated I.O.: 1/8' A Exterior Cap+ 5/16" Air Space + 711W Laminated; (2) Lites of 3/16' A Glass with .09D' SG Intedayer a 7 14 TIW Laminated I.G.: 1/9' T Extedor Cap + 5116" Air Space + 7116" Laminated; (2) Liles of 3116' A Glass with .09D" SG Intedayer 8 7 15 718" Laminated I.G.: 311W A Exterior Cep + 1/4' Air Space + 7/16' Laminated; (2) Liles of 3/15' A Glass with .090" SO Intedayer 171ir 7 7 16 Laminated I.G.: 3116" T Exterior Cap + 1/4' Air Space + 7116" Laminated; (2) Utes of3/16' A Glass with .090" SG Intedayer 7 7 Group Anchor Substrate Min. Edge Distance Min. Embedment• A #10 SMS (steel, 18-8 S.S- or 410 S.S.) P.T. Southem Pine (SG=0.55) 16" 3/6" Steel, A36' 318. 0.050" Steel Stud, A653 Gr_ 33' 3/8' 0.0451" (18 Ga.) Aluminum,6063-T5• 3!e" 0.050, 3116" steel UBracon P.T. Southern Pine (SG=0.55) 7/16' 131W Concrete (min. 2.85 kst) 1" 13/8" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" B #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=0.55) 9/16, 13B' Steel, A36' 3/8' 0.050" Steel Stud, A653 Gr. 33' 3/8" 0.0451" (18 Ga.) Aluminum, 6063-75' 318" 0.053, C 1/4' steel Ultracon Concrete (min. 2.85 ksl) 1' 13/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4' 1/4" steel Creteflex Concrete (min. 3.35 ksl) 1' 13/4" 1/4" steel Ultracon Concrete (min. 2.85 ksl) 2-1/2' 1.3/4' 1/4" steel Ultracon P.T. Southern Pine (SG=0.55) 1' 13/8" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-11T 1-3/4" D 1X' steel Crelellex Ungrouted CMU, (ASTM C-91)) 2-112" 1-1/4" P.T. Southern Pine (SG=0.55) 1" 13/8' 1/4" steel Aggre-Ga(or Concrete (min. 3.275 ksi) 1-112" 1-3/8' 1/4" steel Aggre Gatar P.T. Southern Pine SG=0.55 1" 1511. Grouted CMU, (ASTM C-9D) Z' 2" Group Anchor Substrate Min. Edge Dldance Min. Embedment' E 2-11P' x .131' Common Nail P.T. Southern Pine (SG=.55) 318" 2-7/16" 2-112' Ring -shank Roofing Nail P.T. Southern Pine (SG=.55) 31B' 2-7116" F #10 Trusshead SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southem Pine (SG=.55) 1/27 1316" Aluminum, 6083-TS' 31W 0.05D° Steel Stud, Gr. 33' 3/8' 0.0451' (18 Ga.) Steel, A36' 318° 0.050" #12 SMS (steel, 18-8 S.S. or 410 S.S.) P.T. Southern Pine (SG=.55) 9118, 13IB" Aluminum, 6063-T5' 3/8' 0.083" Steel Stud, Gr. 33' 318, 0.050, Steel, A36' 318" 0.050' GLASS TYPES 5.7.9.11 , 13 I ! & 15 MAY NOT BE USED IN THE HVHZABOVE 30'. 'MIN. OF 3 THREADS 3EYOND THE METAL SUBSTRATE. FOR STEEL STUDS. MIN. Fu=45 KSI & MIN. Fy--33 KSI. 'UNGROUTED CMU' VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. 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 Fmme/Buckstdp -sheet 3, option 1 Flange Equal-Lite, Square/Rect., Through the frame ....into Concrete/CMU -sheet 3, option 2 #2 ( ) 5 -1B Odel/Proview, & Cottage Arch -Top & Radius -Top of the window...... ....through 1X Bucksldp Into Concrete/CMU - sheet 3, option 3 ....Into Metal --sheet 3, option 4 ....Into 2X Wood Frame/Buckstdp -sheet 3, option 1 Box i Equal-Lite, Square/Rect., Through the frame ....Into CorleretelCMU -sheet 3, option 2 Equal -Leg 5 -16 OCPrrniew Arch -Top of the window...... through 1X Buckstdp Into ConcretelCMU - sheet 3, option 3 (#4) & Cottage Redlus Top p ....into Metal - sheet 3, option 4 Through the ....into 2X Wood Frame/Buckstdp - sheet 4, option 6 J Channel Equal-Lite, Squore/Recl., integral tin...... ,,,.into Metal - sheet 4, option 7 1 �) 5 - 8 Ode VProdew &Cottage Arch Top & Radius Top Through the frame , into 2X Wood Frame/Buckstd sheet 4, optlon 8 P - Metal - sheet 4, option B of the window..........Into Through the ....into 2X Wood Frame/Buckstrip - sheet 4, option 5 Integral in Equal -Cite, Square/Reel., integral fin...... .... into Metal - sheet 4, option 7 (0) 5-8 Odel/Proview & Cottage Arch Top& Radius Top Through the frame •---into 2X Wood FrameBuckstdp -sheet 4, option 6 .... Into Metal - sheet 4, option 8 of the window ...... EQUAL -CITE ORIEL COTTAGE {BUCK F IOU WIDTH )BUCK WIDTH {-r— r i T —{BUCK WIDTH-+— — T � � i T ru x x ui x FS l / x 1 j/ O RECTANGULAR RADIUS -TOP ARCH -TOP © I' 4 ' BOX OR EQUAL- EG WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED. SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS B-10. .............. 'MIN. OF _- rHREADSBEYOND t/t•- 1 rHE METAL -, _ _, j'•.�� 1070 TECHNOLOGY DRIVE SUBSTRATE. FOR N. VENICE, FL 34275 STEEL STUDS. MIN. Fu=45 KSI & f...•---.=.�:.'`.•;.:- !'rrrr •); (941)-480-1600 MIN. Fy=33 KSI. ._' ;; ;--� 0, A.tY.Nif (u(Iu6R)A.E CERT. OF AULH #29296 P.E.a 68705 'A' = ANNEALED 'H" = HEAT STRENGTHENED T =TEMPERED 'PVB' _ .090- BUTACITE® PVB BY KURARAY AMERICA. INC. "SG' = .090' SENTRYGLASO INTERLAYER BY KURARAY AMERICA, INC. PRODUCT REVISED as complying with the Floddn Building Code Acceptanm Nn Revised By; Date; R-1. EM-M-1c 2a2o B Ravhad By. Date: Revislon; h. DsscroWn: Drown Dr- GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI Title: bats SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Sados/6rodeh Scob; Sheet• Drowing N. Rev: SH-5500 I NTS 1 2 OF 13 MD-SH5500-01 A INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FRAMES INSTALLATION OPTION 1 EDGE DISTANCE ANCHOREDTHROUGH EMBEDMENT FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, 7HIS SHEET. EMBEDMENT FLANGE FRAME (j �t EDGE DISTANCE SHOWN II , FIXED VISIBLE LIGHT HEIGHT BUCK HEIGHT SASH EXTERIOR VISIBLE LIGHT HEIGHI (2)1• INTERIOR WEEP NOTCHESAT EACH END. FRAME HOWN�111 .27' X 125" - WEEPHOLE W/COVER @ . • " 2.87'FROM O EACH END. VERTICAL SECTION B-B —1/4' MAX TYP. ANCHOR TYPE, SHIM EMBEDMENT AND. TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, SEE TABLE 2, SHEET 2. SEE TABLE 2, SHEET 2. �1 OPT. SASH TOP —III LIFT RAIL FOR ALL WINDOWS: 1 ANCHOR @ 355' FROM END AND AT CENTER. FOR WINDOWS OVER 361 WIDE: ADD ADDITIONAL SCREWS @16-3/8- J 35 FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-3/8• FROM END. USE EITHER LATCH OR BOTTOM LOCK. TESTED UNIT LOCATION: 6.5/6" FROM SASH END. MAX SHIM INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETEICMU. I © • •n Y�il�l� FLANGE FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 2, HEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2, SHEET 2. ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. FIXED VISIBLE INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX BUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. 16 114-MAXSHIMr— SASH VISIBLE LIGHT WIDTH EXTERIOR V LIGHT WIDTH \ I EQUAL BUCK WIDTH _ )LEG/BOX FRAME HORIZONTAL SECTION A -A SHOWN EMBEDMENT EDGE .' DISTANCE TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER ' EDGE SUBSTRATE, • ,• DISTANCE SEE TABLE 2, . •� � SHEET 2. DADE APPROVED MULLION. FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 1/4' MAX SHIM FLANGE FRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL 1111l t7f/fliii NO ANCHORS REQUIRED IN VISIBLE LIGHT FORMULAS " FLANGE OR -• - EQUAL -LEG WIDTH ^.I� FRAME SILLS @SASH: BUCK WIDTH -6-12' @ FIXED LITE: BUCK WIDTH -4 W _ t''� t 6 • __ HEIGHT (EQUAL-LITE) BUCK HEIGHT2-3.15/161 ,• i,; `` vv' 6L 1.,YNN Alin ka," P:E. PR0DUCTRBVi56D as mmpty)ng with 0t.4Tad9e D.itdptg Cods A•c.Pt No I '� L'xpitafVon Del. 214 Ilzw Dy Minn" de Product Cantr Revised By. Date: Revfslow Ry. Deso Wlm: Dr FLANGE & EQUAL-LEG/BOX FRAMES J ROSOWSKI 1070 TECHNOLOGY DRIVE Btie: Data: N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 (941)-480-1600 Sertas/A1odeY Seole: Sheet: Or-"g No. Rer. CERT. OF AM. #29296 SH-5500 NTS 1 3 OF 13 MD-SH5500-01 A #10 OR #12 STEEL 1/4' MAX, SELF -DRILLING SHIM SMS (135), SEE TABLE 2, SHEET2. Inn - EQUAL LEGIBOX FRAME t��( SHOWN EXTERIOR )� INSTALLATION V OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL Revfsed 8Y: I Dote: R.vfslon: INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL F+ EMBEDMENT EMBEDMENT FIN INTO 2X WOOD FRAME OR BUCK -STRIP. SEE NOTE 2, THIS EDGE DISTANCE SHEET. TYP. ANCHOR TYPE, J•CHANNEL FRAME 1 EMBEDMENT AND EDGE _ DISTANCE PER SUBSTRATE, SHOWN .L SEE TABLE 2. SHEET 2. (SCREW SHOWN) 1/4' MAX SHIM 1 �a TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. 18 (NAILSHOWN) FIXED D 19 20 OPT. SASH TOP VISIBLE LIFT RAIL LIGHT i I FOR ALL WINDOWS: HEIGHT 48 i_ 48 21 Q 22 72 0 14 45 46 47 BUCK ° �0 HEIGHT 50 16 65 30 1- SASH EXTERIOR VISIBLE LIGHT HEIGHT 16 86 OPT. J — 85 (2)1- 81 30 INTERIOR 31 WEEP NOTCHES AT 80 EACH END. NO ANCHORS REQUIRED IN FRAME 7 SILLS IF ANCHORING THROUGH FRAME. MAX INTEGRAL FIN -� � SHI SHIM FRAME SHOWN rl :27' X 1.25' WEEPHOLE OWICOVER @ 2.87' _— FROM EACH END. TYP. ANCHORTYPE. EDGE EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. —.-1 EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INT02X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. 1 ANCHOR @ 3.55- FROM END AND AT CENTER. FOR WINDOWS OVER 36' WIDE: ADD ADDITIONAL SCREWS @I6.3/B' FROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8-31W FROM END. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3). TESTED UNIT LOCATION: 65/9' FROM SASH END. EDGE DISTANCE J— J-CHANNEL FRAME NOTES: SHOWN 1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLES 2 & 3 OF SHEET 2. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. SHEET 2. ALL WOOD BUCKS LESS THAN 1-12' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-12' THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT (ALSO REFERRED TO AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. VISIBLE LIGHT FORMULAS WIDTH @SASH: BUCK WIDTH - 6.12" @ FIXED LITE: BUCK WIDTH -43/B' HEIGHT (EQUAL-LITE) BUCK HEIGHT2 - 3-16/16- INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO ZX ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP. SEE INTO 2X WOOD FRAME OR NOTE 2, THIS SHEET. BUCKSTRIP. SEE NOTE 2, THIS SHEET. Imo- EDGE DISTANCE 1/4' MAX SHIMS 16 1/4' MAX SHIM SASH LIGHTWIDTH 17 n 4 BALANCE EMBEDMENT Q TYPE VARIES 42 WITH SASH WEIGHT 84 30 0 - - — �� 7 31 p EXTERIOR 87 I-1 INTEGRAL TYP.ANCHORTYPE, EMBEDMENT AND EDGE FIXED VISIBLE �J 3 FIN DISTANCE PER SUBSTRATE, LIGHT WIDTH FRAME SEE TABLE 3, SHEET 2. 1 SHOWN (NAIL SHOWN) BUCK WIDTH HORIZONTAL SECTION C-C 1/4'MAX. DADE APPROVED MULLION, FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. SHIM MAY BE VERTICAL OR HORIZONTAL SEE SUBSTRATE PROPERTIES, TABLES 2 & 3 SHEET 2. 10 R p12 STEEL 1/4' MAX. SELF -DRILLING SHIM SMS SEE Q TABLES 2 & 3, ❑� I -I SHEET2. n FFINr— ANDlOR FLANGE REMOVED IN -FIELD INTEGRALFINFRANESHOWN INSTALLATION OPTION 7 ANCHOREDTHROUGH INTEGRAL FIN INTO METAL A..%S:NN MLLL6R� P.EA 58705 EXTERIOR INSTALLATION OPTION 8 ANCHORED THROUGH FRAME INTO METAL (INTEGRAL FINIFLANGE REMOVED) Revised By. I Date: I Revislonl Ravieion: PRODUCT REV)SSD as con'T'I&S with QnT+lo tb "Building Cade Ae""'= N. 1 -0 " F .imli, DMe lb Dy Miami ode Product Con DeserfpUon: ' N'• J-CHANNEL & INTEGRAL FIN FRAMES J ROSOWSKI 1070 TECHNOLOGY DRIVE Title: Data: N. VENICE. FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 1 05/15/15 (941)-480-1600 Serles/Modek Scaler Sheet: Drawing No. Rer. CERT. OF AUTH. #29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A -1 7/8 'NOM. r- 5/16" A/A PVB 7/16" AIR SPACE — 1/8" A GLASS — aEXTERIOR GLASS TYPE 5 —1 7/B" NOM. �+-- 5116" H/H SG 7/16" AIR SPACE 1/8" T GLASS a EXTERIOR 76-79 GLASS TYPE 10 5/16" A/A PVB — 7/16" AIR SPACE- 1/8" T GLASS — a EXTERIOR 5116" H/H SG- 3/8" AIR SPACE - 3/16' A GLASS - aEXTERIOR 7/B .NOM. [ --- GLASS TYPE 6 71W NOM. GLASS TYPE 11 �-{ 7/8' NOM. �-• 5/16" A/A PVB — 3/8" AIR SPACE- 3/16" A_ GLASS — aEXTERIOR 71F NOM. 5/16" A/A PVB — 3/8" AIR SPACE — 3/16" _T GLASS — a EXTERIOR -1 7/8wNOM. 5116" H/H SG 7/16" AIR SPACE- 1/8" A GLASS — aEXTERIOR GLASS TYPE 7 GLASS TYPE 8 GLASS TYPE 9 718' NOM. 7/8' NO I— - 7/8" NOM. 5/16' H/H SG 7/16" A/A SG 7/16" A/A SG 3/8" AIR SPACE 5/16" AIR SPACE 5l16' AIR SPACE 3116" T_ GLASS 1/8" A GLASS 1/8" T GLASS a EXTERIOR a EXTERIOR a EXTERIOR 78 E E GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 -1 718' NOM. Imo— —1 71V NOM. 7/16" A/A SG 7/16" A/A SG 12"N0M.GLA" GLASS TYPES9THROUGH 1/4"AIR SPACE 1/4"AIR SPACE 7t'y78 BITE, ' 16 MAY NOT BE USED 3/16" A GLASS 3/16" T GLASS WITH J-CHANNEL OR 72 74 INTEGRAL FIN FRAMES a EXTERIOR a EXTERIOR GLASS TYPES 5, 7. 9,11,13 76-78 76-79 31 8 15 MAY NOT BE USED IN THE HVHZ ABOVE 30'. PRODUCT REVISED EXTERIOR 75 • GLASS TYPE 15 GLASS TYPE 16 130 geaevitnarestorlde aNccpwnce No i o 03 36 30 Ec imionDm /�Z0 Reviled BY: Data RevWm. L ❑ '�\ 't "•(;,,.�i. MiatnI/Dado Pradu-ct— ++ •. /v' o � � � r�.t•!- Ravlsed W. Oates Revfatoa • GLAZING NOTES:1,�•;�i;f lip - • • •• 'A' = ANNEALED : ® De ... ip0on: D " By, TYP. GLAZING DETAIL 'H"= HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI T=TEMPEREO •r t` PVB•=.090' BUTAcrre PVB BY KURARAYAMERICA•INC. ---- 'I••:�• 6, I..l --,,,- 1070 TECHNOLO(Y DRIVE TiOa Dote: -SG-=.090'SENTRYGLAS®BYKURARAYAMERICA,INC. -;. 'j..'.• "•.- N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS, SEE TABLE 1• SHEET 2. • %�, tc.+ •"" (941)-480-1 fi00 Serlee/HodeC Scala Sheet: Drcwing No. Rev. A.,LYNN �1LL P.E /AEI/$ CERT. OF AUTH. �29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A TABLE 4: olao Typea 6,d7&8 Design Pressure, 01sU17 +/-50.0 ReInL Lete1 R1 For.9 ubew6 sash elan ANCHOR GROUP AND QUANTITY. J EXTERIOR V JAMB 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) TABLE 5: 01sn Type 6 aaUoaa S.sn Dae d0laalelgh l R"POVAadw/ Iielog stmv4 Seal, lie10tl Ra M) Design Pressure, 05slf� RCILLe l R2 WSadwil.k 1048 W4h 52125 21.5 Eqa Ma 11584 1550 -Tom .8s.0 .70.0 6Yutleal Calt. 14.S17-1S870 +560 -70.0 465.0 .70.0 2a Ega.112e 11587-11616 •BSA .70.0 455A .70.0 Sknd.,d P,adw 11.377-11.682 1B60 -70.0 165.0 -Too TAW 21617.25288 4a1O -70A 465.0 -70.0 S1aM Cctl.p 20.958•215IS -MO .70.0 165A -70.0 37.375 Eq.elRe 17.517-20.051 1550 •70.0 .15.0 -70.0 S1..daal PSalaew 14.517-17516 .850 •70.0 05.0 .70.0 sweet 11.3R. 14.518 4W.0 -70.0 4e5.0 -70.0 West 27.583-11.011 1 46&0P-70.0 .BSA -Tao OeWn aka 25517-T7.682 .660 465.0 -70.0 Slald.NCdt." 2•d.517.25516 165.0 465.0 70.0 44 Egmlao 20.5t7. 23.616 .aSSO 4851D .70.0 8lwd,d P,Mw 17517. 2T610 165.0 .85.0 -70.0 Osbmske M517.17515 4660 .Ko -70.0 6hwast IIXT-%615 4650 165.0 -70.0 7N.9 31.587-06811 .6SA 165.0 -700 SI.Mud Colas 26517.3tW 4650 .65,0 .7a0 Eq..Mh 2&517.2&515 46&0 -70.0 455.0 .70.0 4a G.Merd Pn7Aw 11-17 - .11 4es0 -70.0 1 46&0 1 -70.0 0ank.n5ka 14517-17.615 .65.0 -70.0 105.0 -Too C.1-sha 12.517-1g516 465.0 -70.0 4C&O -7a0 F She" 11377.12516 1650 -70.0 .65A -70.0 p Taeem UM-175T6 1550 -70.0 4650 .70.0 Z StaM CaWpe 26517-33= .55.0 -70A -65.0 70.0 Equ.la. 20517-26518 .65.0 -70.0 1850 70.0 Qs-Sba 20517.23.518 .65m -70A 165A -70.a SUada lPmAwa 17517-2m516 4650 -70.0 +BSA 70.0 Osbm6ka 14517.V.616 155A .70.0 465.0 .70.0 melaaab. 12517-14.510 .65.0 -70.0 1 -K0 1 -70.0 stn t 11.3"-12518 •55.0 -70.0 1 U 740 Tabd 08517.4t644 .CO -70.0 405.0 .70.0 Smad.al Ca0.0e 11517. 41510 1060 -70.0 1010 •70.0 EgaaWw Sbnd.el Pm4ew 25s17-3tSle 21517.26618 leis 1860 -70m -70.0 .85.0 4a5A •?DO -70.0 62 Cwk..Sba M517-21515 .050 -70.0 405.0 .70.0 ca,m sbe 17.517.20.515 4810 .70.0 4MO •M.0 Ca.bm ske 11617-17.515 40&0 .70A .e5.0 Ball Onbnsle. I&D17-14515 .6&0 -70.0 .85.0 47.3 shweel ll.W.11015 .65.0 -70.0 1 -0.01 25.5 1 90.s77.41)M/ M.1+0&0 46S.0 70.0 Ske 3a.517-Sa518 40&0 *me -10.0 4Ae 1s517-36610 .B6 1 0 70.0 sk. 3ZS17-01618 46&0 4WID 70.0 P.&. 29517.12516 .65.0 .BSo •70.0 Sk. JEq.-MM 20517.2B51B 1010 1060 -07.5 al 25510.26516 .6s +WO 48.5 MM 06517-41.544 .66 .OSO •70.0ake SS517-S6b10 31.818-36Sla .66.0 .550 .MO 40&0 47.3P.Aew �KS t 41.6{L 4e& 1650 d6b TABLES: Clan Types 8,7a6 Design Pressure, lbafte +65.01-70.0 Ra Int Lawl R2 Fat eO whWon.nd sash clan btt I"Lt IU,.11MI Vr.K ANCHOR GROUP AND QUANTITY. EMERpR IDJAMB SASH HEIGHT SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT & GLASS TYPES 5, 6, 7 & 8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) PRODUCT REVISED Ds complying With the Florida SEE TABLE IO, SHEET -MIN. SASH HEIGHT FOR ANCHOR GROUP AND QUANTITY. = WINDOW BUCK HEIGHT. 50.135 Build Code AceeplmLo lVD 4r /� FaPi 1 i ; i 1111 • Ravfsed By: Dote: RevWon: do Date � ..........-•��•<��.� Miami )ado Product 7. Revised By. Date: Reyfefan: Description: DESIGN PRESSURE TABLE Drum BY J ROSOWSKI NOTES: _ �- ® 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. • 6 I J�b 1070 TECHNOLOGY DRIVE Tile: Date.. THE FIGURE •: ��� 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER _',''" N. vEHICE, FZ 34275 _ SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 ,3)FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ''`-�•'""•: '� .'` '''�I.'L•yN . (941)-480-1800 SerW/MadaF. Srnle: SheaL' Drawing No. Rev. ON THE TABLE. 41E., ��asa SH-5500 NTS 6 OF 13 MD-SH5500-01 A CE; . OF AUTH. 029298 0Iam type P72,15a10 Relnl. Level 3 Bann San DemAlbnrarptvr'0 Knpo®wtndaw WON Sham) Smh Hd0ld nerve Sml �3 Deatpn Pressure,mbfl[ Ntndar 8Vek Nlam n Vpm40 ae1 52125 X 23.5 EOue , 11.394 .70A 41D.0 +70.0 -111D +70.0 1.110.01 .70.0 1 .110.0 SUWwd Coeepe 11.517-75.8ro +70.0 410.0 .70.0 -110.0 .740 -110.0 +70.0 -110.0 25 EQuamto 11.583-N.510 .ro.0 -I10.0 .M.0 -110.0 .m0 1.110.0 1+mD 1 •110.0 SY.fN Pmdew 11.377. 11.582 .70.0 1 -1IDA I MO 410.0 .70.0 -110.0 +70.0 •1/40 7m 23117.25.205 +m0 -110.0 +ro.0 •110A +740 -110.0 +700 •110.0 SI.MW CoUpe 20.0W.M.518 +70.0 -110.0 170.0 -110.0 .m0 •11O.D .0 m -110.0 3r375 Eputl-Re 17.517.97.957 .m.0 410A m.0 -110.0 .70.0 -110.0 .70.0 409.0 6taNad P,a_ 14.517.17.510 -Mo 41D.0 +70.0-110.0 +70.0 -110.0 .70.0 •110.0 Shadoal 1t.97-14.51a +70.0 1410.01 .70.0 -110.0 +70.0 •107.0 •70.0 -I03.0 Talket 27.563.31.911 +70.0 -110.0 .70.0 -09.0 .70.0 -93.0 1 .m.0 'MO C.- Slzc 26517.27.582 +70.0 410.0 1 +70.0 -11aO +70.0 -110.0 470.0 -110.o SI.MaE Conage 23.617.m.510 +70.0 1.11a.0 1 .70.0 .110.0 +m0 -11"1 070.0 4too N Eged70e 20.517•a.510 .mA -110.0 1 +70,0 -110.0 +7(X0 -110-0 .m0 410.0 s1a Pm{mv 17.517-20.510 +mA 1 -110A +70.0 -110.0 +7D.0 -110A 1 470.0 410.0 GObm She 14.517. 17.510 +70.0 -110A .70.0 -110.0 +m0 -110.0 170.0 '110.0 ShoOeal IUT7-14.615 .70.0 -11DA +70.0 •110.0 +70.0 -107.0 +70.0 403.0 T.Ihtl 31563.35.0tt +m0 -110.0 .mo o9.0 +720 -no .70.0 ooA SSadWdC ge 24517.31A82 +70.0 141U 1 .70.0 •11" .70.0 •1140 .70.0 .110.0 m EvAma Sdrd P-w- in 20.517-26516 17517•a316 +70.0 .roA -110.0 -110.0 -MO .70.0 -11a0 -110.D .70.0 .70.0 •110.0 •110.0 .m0 +mA •1loo .110.0 C.-Sire 14.517-17.516 .mA 410.0 +ro.0 -11a0 Q40 .1100 +7ao •1140 C.A.. She 12517-11516 .0 70 410.0 +70.0 -110.0 .7ao •I1D.D +m.0 -M0 I swdaal 11.377-12.516 +roA •110.0 .70.0 -110.0 470.0 410.0 +m.0 -110.0 £ T.tm 3)100. Nr .mA -t140 +m0 -MO +70.0 A&D 1 470.0 -00.0 iP SWdQd C0d%6 24517-a107 .70.0 •110.0 +70.0 -I14o 474D •110.0 1 .m0 141&0 EW". 20.517-28.515 +ro.0 •110.0 +m.0 -11a0 +mD -110.0 +0.0 -110.0 Gahm Sltn E1.517-aA18 +roA •1100 .roA •IIOA N0.0 410.0 +m.0 -110.0 O SMndwd PmleN 17.617. 20.516 +00 -1.OA +0.0 -110.0 .m.. 110.0 +70.0 -114o •S6 Oe;Ign strn 11.577.17.618 +TOD -1100 +70.0 -114p .]0.0 -110.0 .740 -11¢0 C -She 12517-14.518 +70 410.0 .0.0 -110.0 .70.0 -1100 .0.0 410.0 5'lcda.t 11A77-msia +zoo •110D .m0 -110.0 .70.0 -110A +roA 4100 Ta.t SleM Cdepe 30.617-4I.BN 51.517-35.5la .m0 +70.0 •JJDA -110A 470.0 1 .70.0 .110.0 410.0 .7ao +70.0 -I10.0 .110.0 +m.0 47MO 141&0 1 -110.0 EWaVU. 26517-31.516 +roA •1I0A +70.0 410.0 +70.0 -110.0 +mo 4ta0 SWWW PrWd 23617-28.616 +ro.0 .110.0 +70.0 -110.0 +m0 410.0 +m0 -110.0 52 Cntmo Son 2A617-21518 .ro.0 -1t0.0 M0a -11a0 .70.0 -110.0 +m0 •110A Gat.. She 17.517-20.518 .m0 4WJ0 .70.0 -110.0 +70.0 .110.0 .m0 -11DA Cetom She i1517-17.616 .70.0 •110.0 .m.D -110.0 +70.0 410.0 .70.0 410.0 Cstomsl.e 10.017. 14.516 .mA 410.0 +70.0 .110.0 .70.0 -1I0.0 +ro.0 '110.0 t ..t 71.ma-13.016 .mA 41010 +ro.0 -I10A 170.0 410.0 +m0 410.0 T.B..I m617-n.611 .70.0 •110.0 .70.0 .110.0 .70.0 -110.0 .TO.o 410.0 Cubm Si. 30.517-30.510 .m0 -110.0 .roA -11D.0 .70.0 -110.0 +m0 -110.0 EW.m. 35.617 - 35,515 +TOO, .110.0 .70.0 -110.0 +70.0 -1tao +mo .110.0 75 Catam Sim 32.517 - 35.518 .roA -110A .m0:Llco +70.0 -1140 .m0 •110.0 BhNud Pnimv 20.517.32.618 +70.0 -110A .m.0 -11Q0 +m0 -11a0 +mD -110.0 C6tm Sho 25517-26.51a .ro.0 -170A .m.0 -110.0 .7ao -110.0 .m.0 410.0 61Meet 2S5f6-23.516 .roA -110A .70.0 •110.o +70.0 -110.0 +m0 410.D EW.M. 3¢517-41.5M 470.0 -110A .70.0 •110.0 +70.0 410.0 .70.0 4160 8 CalvnSha 35517.36.610 .mA 410.0 +70A •110,0 .740 41¢0 .70.0 -110.0 SundW Plvhw 33.818. W510 -70.0 410.0 .70.0 •1la0 +700 •1100 .Too 41a0 0138 1 TOW -41.544 .roA .110.0 .70.0 -110.0 a740 •110.0 .70.0 410.0 5tt IAULC - " MIN. SASH HEIGHT = WINDOW BUCK HEIGHT-50.136 mZ�I�c m ®" ®" ®" ®" E ®" ®" " "•' E®i cmm®" ®" ®" ®�" ®" ®" ®" ®" ®�" ®" ®" ®" ®" ®" ® i®' � c ®" ®" m m c . 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"MIN. SASH HEIGHT = WINDOW BUCK HEIGHT -50,136 •,;untr::J� NOTES; �- •' 1) USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. ' /' y 17 6 `: , :` :')'• •'-'i_•.,•'-. 1070 TECHNOLOGY DRIVE 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS ASPER THE FIGURE �1i`•'"` _ _ N. VENICE, FL 34275 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT' AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN -, :••, ..{:7I is ,%:.'•':,rij-.�' ��',�: �t�:r. . . (941)-480-1600 ON THE TABLE. Al LYN' N?AI1FJ2 F:E`� P�A.B'687t1�T CERT. OF /UJTH. 929298 LE\ GLASS TYPES 9 THROUGH 16 MAY NOT BE USED WITH J-CHANNEL OR INTEGRAL FIN FRAMES i iT PRODUCr'REVISED as complying with do Florida Auilding Code Ac-I,- No �6'0 I 03 G<piml' Dale /�� ny r✓I;Dll,l pdD rfnaLLCt DESIGN PRESSURE TABLE J ROSOWSKI riff. adol 31NGLE HUNG WINDOW INSTALLATION - LM 05/15/15 SeNea/Model Scare: SMeL• Drawing Na. Aar. SH-5500 NTS 7 OF 13 MD-SH5500-01 A 3.500" .062' I I I 1.4113' y sJ_ 1- .625' 1 J..CHANNELFRAME .625" O HEADIJAMB T F 1 .625' U t 5 J•CHANNEL .625' 1.375' O FRAME SILL r 1 i 1.872" --1 }_ 1.641" �. I I� .065' .065' 1.375" 0 1231' 0 •--� 1.000° F-- FIXED 16 SASH RAIL MEETING RAIL \/ I'iCfWIJM'Ift 3.483' Dom- .062° aD 2.444' OFLANGE FRAME SILL - 3.500, 3.500' --��-- .062"--�f••� .062, �b mob 1.483" 1 1� 7.483' �o OFIN FRAME EQUAL LEG FRAME HEAD/JAMB 4 HEAD/JAMB i 3.483" DF� .052' 3A83' �•{ 2.444' aa�D 2.444' �UoOo =EJ FIN 3 O EQUALLEG SILL RAMS O FRAME SILL .070'-�-I_�- jr'I .060° .715° O23 LIGHT SASH REINFORCEMENT k070' n IIn�I .791' I ^�1A36" 1.331' �- STANDARD 28 MEETING RAIL REINFORCEMENT 2.100' 1.472" �+- 1.565' .974' 1.376' .59T�� 2.176° .471° r I 7° .035° .355° .uu 07 0" J .050' .050' j .06� '7}1.070' BALANCE -SALT LIFT RAIL LIFT RAIL BEVELED BEVELED 17 COVER 18 SCREW COVER 19 INTERLOCK O INTERLOCK COVER 21 INTERLOCK O INTERLOCK COVER •Bo• jL. II .176" �.754° .750' .035' •---i- } - �-� O BEADING B7 G SCREENS (FRAME O82 SCREEN (FRAME ROLLED .I41116 '. 6 1070 TECHNOLOGY DRIVE .`J;.=� _ - `i-;• I_,�^_,.,.• N. VENICE, FL 34275 (941)-480-1600 rI1!C P.E. PEA 5670.5 CERT. OF AUTH. #29296 .070' .810' OHD SASH 25 REINFORCEMENT T- 1.182° 1070° 1.041• .130" -►{ 1.340" OHD MEETING RAIL 27 REINFORCEMENT PRODUCT REVISED %s -plying with ft Ftod& 111mg Code 1 •\cCePlnnee No I �"0T ��•� EspiretaaPate ey Minmi nde pMduci" WINDOW EXTRUSIONS J ROSOWSKI idle: Dd.. 31NGLE HUNG WINDOW INSTALLATION - LM 05/16/15 Seriee/Modd Srn7e: Sheet: Drawing ko. Rev: SH-5500 NTS 11 OF 13 MD-SH5500-01 A Bill of Materiel # I Part # Description Material 1 620101 Singe Hung Frame Head & Jambs -,-Channel PVC 2 620102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs -Fin PVC 4 620104 Single Hung Frame Head & Jambs - Equal Leg/Box PVC 5 620105 SHIDH Frame SIII - J Channel PVC 6 620106 SH/DH Frame SIII- Flange PVC 7 620107 SH/DH Frame Sill - Fin PVC 8 620108 SH/DH Frame Sill -Equal Leg/Box PVC 14 620131 Fixed Meeting Rail PVC 16 620129 Sash Rall (Sides, Top & Bottom) PVC 17 620134 Balance Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620156 Pull Rail Interlock 6D05 T5 At 20 620144 Pull Rail Interlock Cover PVC 21 620157 Beveled Interlock 6005 T5 All 22 620145 Beveled Interlock Cover PVC 23 620150 Light Sash Reinforcement 6063 T6 At 25 620152 HD Sash Reinforcement 6063 T6 At 26 620153 Standard Meeting Rai) Reinforcement 6005 T5 At 27 620154 HD Meeting Rail Reinforcement 6005 T5 AI 30 61644 Weatherstrip, .187" x .270" Fin Pile 31 6Q300 Weatherstrip, .190" x .300' Foam Bulb Flex PVC 321 61719 IWeatherstrip, .187' x .220" PolyPlle 33 1 61825 lWeatherstrip Plug, .220" Finseal 35 1 78XiMTTT 1#8 x 1" Ph. PH SDS Qnterlock Mounting Screw) 36 78X3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 SS 37 71669SP Meeting Rail Screw Support Plate 6063 T6 All 38 720210 Weep Hole Cover PVC 40 720)0000( Constant Force Balance 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) SS 42 Spiral Balance 43 720205 Spiral Balance Shoe Nylon 44 78XI14FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 SS Part # Description Material 76 Kommeding 4SG TPS Spacer System 77 Quanex Super Spacer nXr with Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal )(L Edge Spacer BIII of Material, cont. # Part # Description Material 45 720197 Auto Lock Mechanism C Steel 46 720198&9 Sweep Lock Cast Zinc 47 720195&6 Auto Lock Cover Assembly Cast Zinc 48 76X1180PTX #6 x 1-1/8" Ph. FH SOS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast Znc 50 76X34PPA #6 x 314" PH. PH SDS (Keeper Screw) SS 51 1 420181 UR Beveled Tilt Latch Comer Key PVC 52 420182 UR I Pull Rail Tilt Latch Comer Key PVC 53 7634PHFL 1#6 x 3/4" Ph. FH SDS (Comer Key Screw) SS 54 420183 Tilt Latch PVC 55 420184 Tilt Latch Retainer PVC 56 720207 1" Tilt Latch Spring SS 57 420186 Plastic Tilt Latch Finger Pull PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc 59 420180 Piwt Bar Comer Key PVC 60 1 720206 Piwt Bar SS 63 720191 iSash Pull Handle Cast Znc 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc 65 7834FPT #8 x 3/4" Ph. FH SDS (Pull Handle Screw) SS 66 420188 Bottom Latch Strike Plate Cast Zinc 67 7858B #8 x 5/8" Ph. FH SMS (Strike Plate Screw) SS 72 720135 Lam) I.G. Bead PVC 74 Backbedding, GE 7700 or Dow791 Silicone 75 71646N Setting Block (7/8" x 1" x 118"), 85 +1- 5 duro. EPDM 80 61012 Extruded Screen Frame Alum 81 61011 Roll -Formed Screen Frame Alum 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 84 47D41 Screen Comer Key without Pull Ring X2 PVC 85 7CASPM Tendon Spring SS 86 61816C48 Screen Cloth Fiberglass 87 61635/61614 .140' Screen Spline Machine/Hand Rolled Vinyl NOTES: 1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE 2) ITEMS 0 9.13, 15, 24, 28, 29, 34, 39, 61, 62, 68-71 & 73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL S6.ICONE HOT -MELT BUM STRUCTURAL STRUCTURAL SILICONE POLYISOBUMEN 1/4" NOM• FOAM 3I18" NOM. WITH DESICCANT WITH DESICCANT EXT. GLASS EXT. GLASS INT. GLASS INT. GLASS KODISPACE SUPER 78 4SG TPS SPACERW NXTTm ALUMINUM REINFORCEMENT POLYISO. F'INT.GLASS NT FILL AREA BUTYLENE5/16' NOM1. 5/16" NOM. SEAL BUTYL & LICONE SEAL DESICCANT ROLL -FORMED FOAM STAINLESS STEEL EXT. GLASS EXT. GLASS INT. GLASS DURASEAL@ 79 la XL EDGET"' SPACER SPACER PRODUCT REVISED t¢ aanplyin8 with flee Ftaide nmptm. N. t b-o714 03 P kapi:atlon Da/Jj}2Q ..��•"""'�!r/, Ravlaed W. Data: RaWfon: Br !.,Ili! 4"- r' ` J R 05/05/16 A) ADDED SPACERS Mtt+o:i >ade P1o&ucr Revised &r. Date: Revbf— Descril dan: Or�'n BY BILL OF MATERIAL (BOM) J ROSOWSKI - •' "����6 f I `. 1070 TECHNOLOGY DRIVE Tare: Gate: ;;,'•., plt.;:,�;,•.•'r:�;,' '�/�..,:;.;r••....... ,.�� N. VENiCE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 .1; (941)-480-1 GOD !/; " ij�l;. ;. ','.,�`' Sedea/NodeC Smote: SAeetr Ororinp No. Rer. A� LYH'�.pMIl,LER, P.E. P. 58705 CERT. OF AU7H. g29298 SH-5500 NTS 12 OF 13 MD-SH5500-01 A FRAME ASSEMBLY DETAILS EXTERIOR NOTES: 1) SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. 2) J-CHANNEL FRAME SHOWN, PARTS # 1 & 5. OTHER FRAME TYPES APPLY. 3) FOR REINFORCEMENT TYPES, SEE DETAILS ON SHEETS 6 & 7. 4) USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. 57 OR OPT. PULL RAIL INTERLOCK & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS BALANCE era l(YNNMILL�R; P.E. P.FJ{ 587Q5 OPT. SWEEP LOCK OPT. AUTO LOCK OPT. & COVER OPT. PULL HANDLE 64 WITH LATCH d � N DETAILS EXTERIOR 1 A"ACHES ro 6 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS 4'RODucr RsvisED \ a mmplyingwith ftF4uldtt•, Chdk)np Cade Acccptenca Na l 6-O 14.03 Expiration Daze u lrmlp i ® Revised �' DOW Revlslpre DaseAPNon•. EXPLODED ASSEMBLY Drown Bye J ROSOWSKI 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-460-1600 TWO: IDate: SINGLE HUNG WINDOW INSTALLATION - LM 05/15/15 Sere /Model: scale: SH-5500 NTS sheet: 13 OF 13 D--im No. MD-SH5500-01 Rev: A CERT. OF AURI. #29296