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HomeMy WebLinkAboutNOAMIAMI•DA©E g MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street; Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3I5-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) 1vMv miamidade 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 ofthe 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 "5400" PVC Single Hung Window — N.I. APPROVAL DOCUMENT: Drawing No. MD-SH5400-01 titled "Single Hung Window installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05105116, 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: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,. then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0519.06 and consists of this page 1 and evidence ages E-1 and E-2, as well as approval document mentioned above. CVjPV y The submitted documentation was reviewed by Manuel Perez, P.E. Des i ;E5 MIAMI-DADE COUNTY= NOA No.16-0714.04 now Expiration Date: July 30, 2020 f j Approval Date: August 18, 2016 ).0/1 Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No.15--0519.06) 2. Drawing No. MD-SH5400-01 titled "Single Hung Window Installation - NI", sheets 1 through 12 of 12, dated 05/15/15, with revision A dated 05/05/16, 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, Duraseale spacer system, Super Spacer® NXTrm spacer system and XL Edge"m spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FT1-8968 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.15-0519.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under previous NOA No.15-0519.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). 1 Manuel Per .E. Product Control xa iner NOA 1 14.04 Expiration Date: July 30, 2020 Approval Date: August 18, 2016 E-1 PGT Industries,, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (cowmum) I. Notice of Acceptance No.12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 2. Notice of Acceptance No.14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their "Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15, expiring on 04/16/20. 3. Notice of Acceptance No.14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 04116115, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010 and FBC-5" 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-0519.06) 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. 1 S-0519.06) 3. Proposal issued by Product Control, dated 6/26/14 and revised on 8/19/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted under previous NOA No.15-0519.06) 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.15-0519.06, issued to PGT Industries for their Series "5400" PVC Single Hung Window - N.I." approved on 07/30/15 and expiring on 07/30/20. Mann I Per , E. Product Control E am' er NOA No. 16- 4.04 Expiration Date: July 30, 2020 E-2 Approval Date: August 18, 2016 EXAMPLE FOR � 28.1/8' MAX. O.C. 21-WW • ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS -TOP _y 62.1/8' MAX, BUCK WIDTH HEADER (SIM. 12' MAX. FROM MAX. D.C. FORARCH'TOP VARIES PER REINFORCEMENT NOT RATED FOR FOR ALL FRAME SEAM 30' 12' MAX. HEADER (SIM. FORALL LEVEL, SEE SHEETS 8-7 IMPACT RESISTANCE WINDOW TYPES) SHB, SEE EETS �.__._..1-�MAX.O.C.� / / �WWDOW TYPES) -Ci 52-1/8" MAX. BUCK WIDTH B, S „•._. 30" MAX. O.C. �I A, SEE 12° MAX 10° MAX. FROM SEE SHEETS 1-114" SH '�I•••►h-- SHEET 3� FIXED VISIBLE _y / FRAME SEAM D. SEE Bl- 11 889 _ LIGHT WIDTH A, E - 6HEETA SH T3{- - 12° S. �,_,_„�-30"MAX.00—..�-J- FIXED SHEETS - "��r-12'MAK C,SEE ',-'- EQUALLY VISIBLE SHEET4LLY 17-7/8°MAX, O.C. SPACED / LIGHT �- A, SEESHEET9ED I ANCHORSPER / 17.7/8" MAX, O.C. ANC RS PER I -- TABLE9887 HEIGHTUA TAB ES 8 &7 O I / L 91.78" 8 ACED 17-718"MAX. O.C.84" O MAX. ANCHORS PERMAX, BUCK TABLEsea74 82" 84" _BUC -T- HEIGHT �- MAXUCK x10"MAX' D.C, 10'MAX.O.C. x BUCKEIGHT NEIGH X 10'MAX.IO.C, HEIGHT 1. 8WN •-/ SASH / 13.8/4MAX.O.C. �.)E UALLY 13-3/4°MAX. O.C. EQUALLY 7 13.3/4°MAX, O.C. EAUALLY LIG� ANCHOR PER SEE PERLSPACED / VISIBLE -SPACED T}IGHT TABLES ER CHORS PER 'HTLLES6 7 / HEGHT A1 ATABLESa&7 SHEETS JiA� A 8&96-112, MAX. B-1/ 'MAXB_ NO ANCHORS ATSILL NO ANCHORS AT SILLSEESILLW P• B �""- SEE SILL WEEP- B {-2.1A)°MAXBUCK WIDTH NOTCH D LS,. SASH VISIBLE N07CH OETALLS, 62.1/8° MAX. BUCK WIDTH 'SEE SILL WEEP• D �BEE SILL WEEP- SHEET LIGHT WIDTH SHEETS NOTCH DETAILS, SHEETS NOTCH DETAILS, SHEET4 ELEVATION TYP. EQUAL LEG FRA ELEVATION FOR TYR FLANGE FRAME ELEVATION FOR TYP. FLANGE FRAME ELEVATION FOR TYP, FIN OR J-CHANNEL FRAME SHOWN WITH EQ TION SHOWN WITH ORIEL/PROVIEW CONFIGURATION SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL -FIN GENERAL NOTES: SERIES 5400 NON -IMPACT RESISTANT SINGLE HUNG WINDOW 76° HEIGHT SEE TABLES 8 & 7 (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), GENERAL L NOTES.. :::::::F;::V::::; 2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 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 FEE, GLASS,& ANCHOR CONCRETE MASONRY UNITS AND CONCRETE WITH MIN, KSI PER ANCHOR TYPE. .............. 2 4) ALL WOOD BUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS INSTALLATION, FLANGE & DEPICTED AS 2X ARE 1-i&' THICK OR GREATER, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN INSTALLATION, ON, LEG/BOX RAL FIN 3 6)ANCHOR EMBEDMENT TO BASEOMA RESPONSIBILITY HALL BE BGEYOND WALL DRESSING OR TUCCCO. OR ARCHrrECTOF USE(ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN. EMBEDMENT. INSTALLATION ANCHORS GLAZING DETAILS ....... ...............6 & J-CHANNEL.....„.............. 4 SHOULD BE SEALED. OVERALL SEALINGIFLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES ...............4 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. 7) DESIGN PRESSURES: ANCHOR QUANTITIES.....„.„......, 8,9 A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TESTING AND GLASS PER ASTM E13D0. EXTRUSION PROFILES...............10 B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TESTING AND GLASS PER ASTM E1300. STANDARDS USED: ASSEMBLY & PARTS LIST ........... 11,12 S) TH5 ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-113%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION �yNfyID(1�N®®BIN UBB®IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OFANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT •ASTM E1300-09 LSS B)§dETAI SUBSDTRAT TO MEET MIN STRENO AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BULGING CORROSION AND TO ENCE. -ANSVAF&PA REVIEWED BY THE AUTHORITY HAVING JURISDICTION, -ALUMINUM DESIGN NDS-2012 FOR WOOD ADM 20 pSTRUCTION NTS 10j FtEFERENCE9: TEST REPORTS FTL-7864; ELCO ULTRACON NOA ELCO CRETEFLEX NOA; ELCO ADORE-OATOR NOA ROYAL WINDOW AND DOOR PROFILES, LTD WHITE 8 BRONZE(LIGHTER •AISI.3100.0782-2010 SHADES OF CAP COATED PVC EXTRUSION NOA'S: NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSUAF&PA NDS &ALUMI UN6bI:�I�N'MANUAL 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL USER INSTRUCTIONS: r"' 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. , ' �•,�• (��• T'n1., 3) KNOWING YOUR GLAZING OPTION (TABLE 1). WINDOW CONFIGURATION AND SIZE, DETERMINE YOUR WINDOWS DESIGN - - PRESSURE FROM TABLES 4 OR S. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING OBTAINED IN STEP 1. 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 8 OR 7. VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS -' I �; f1: 0 •:«; .FOR YOUR OPENINGS CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEETSETARE MET. 5) INSTALL AS PER SHEETS FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL INSTALLATION. �i�"::` •'•, F -;; '))•.•'•`' ��� 4 FIN NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES (J-CHANNEL, FLANGE, i��.., •• •'��'.^� INTEGRAL FIN OR EQUAL LEG180X). A. LYNN t�ll I FR, P.E. _ P.E.058705 JR 05/05/16 A)ADDEDSPACERS TO SHEET 11. 90-VI d 8r. Gab: RaWslom ® oseodptlon: GENERAL NOTES & ELEVATION 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941)-480-1600 CERT. OF AUTH. #29296 PRODUCT REV(SBD M c•mph ins With & Floft Building Code ArocplaAaO No ita'Q i .O4°/- E"g 0aW i By Mime i I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 SH-5400 I NTS 11 OF 12 1 MD-6H5400-01 1 -A Gee Description (Lied from Exterior to Interior) Desl n Pressure Table # Sheet# 1 314" I.G.: 1/8" A Exterior Ca + 1/2" Air Space + 1/8" A Exterior Cep 4 6 2 3/4" I.G.: 118" T Exterior Cap + 1/2" Alr Space + 1/8" T Exterior Cap 4,5 6,7 3 3/4" I.G,: 3/16• A Exterior Cap + 3/8" Air Space + 3116" A Exterior cap 4.5 6,7 4 3/4" I.G.: 3/16" T Extedor Cap + 3/8" AIrS ace + 3/1e" T Exterior Ce 4,6 1 6, 7 Group Anchor Substrate Min. Edge Distance Min. Embedment" A #10 SMS (steel, 18-6 S.S. or 410 S,3.) P.T. Bout em n! S = . Nd— �/ Steel, A38• 3/8" 0.050" Steel Stud, A653 Gr. 33• 318" 0.0451" (18 Oa.) Aluminum, 6OUT6 WIV. 0.050" 3/18' steel 1.111 on P.T. Southern Pine (SG=0.55) 7116, 1.3/8" Concrete (min. 2.85 ksl) 1" 1 we- Ungrouted CMU, (ASTM G90) 2-1/2" 1-11W B 012 SMS (steel, 18.8 S.S. or 410 S.S.) 1/4" steel Ultracon P.T. Southem Pine 9/ 6" 3/8" 1 Steel, A38• 8 0.05(" Steel Stud, A653 Gr. 33• 3/8' 0.0451" (18 Ga.) Concrete (min. 2. el) 1" 1.3/4" routed r.MU, TM C-9 s ore Concrete (min. 3.56 ksl) 1/4" steel Ultracon Concrete (min. 2.85 Rai) 2-1/2" 1 W 1/4" steel Ulhacon P.T. Southern Pine (SG=0.55) 1" 1-we" 1/4° steel Cretenex Concrete (min. 3,35 ksl) 2-1/2" 1.314' D 1/4' steel Creteflex Ungrouted CMU, (ASTM C•90) 2-1/2" 1-1/4" P.T. Southern Pine (SG=0.65) 7° 1378" 1/4" steel Aggre-Gator Concrete (min, 3,275 ksl) 1/4" steel Aggre-Getor P.T. Southem Pine SG=0.55 1' -3/8' Grouted CMU, STM C-90 2" 21 Group Anchor Substrate Min. Edge Distance Min. Embedment' E 2.1/7 x .131" Common Nell P.T. Southern Pins (SG=.65) 318" 2.7/18" 2-1/2" Ring•shank Roofing Nell P.T. Southern Pine (SG=.55) 318" 2-7116' F #1 SMS (ssteelteel,, 1 18-8 9 B.S. or 410 6.8,) P.T. Southern Pine (SG=.55) VY 1-3/8' Aluminum, 0063-T5• 318" 0.050" Steel Stud, Gr. 33• 318" 0,0451' (18 Go.) Steel, A381 316" 0,05ty' #12 SMS (steel, I" S.S. or4108.S.) P.T. Southem Pine (SO*.55) BMW 1-18" Aluminum 8063•T5• 1 31ir O,OB3" Steel Stud, Or.33• 3/8' 0.050" Steel, A361 318" 0.050" GLAZING NOTES: 'A' -ANNEALED 'T' - TEMPERED ' MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE. FOR STEEL STUDS, MIN. Fue45 KSI & MIN. Fys33 KSI. 'UNGROUTED CMU• VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. r� Frame Types (see Fig B) Glass Options (see Table 1) Frame Conllgs, (see Fig A) Frame Shapes (see Fig C) Installation Options that may be used Flange (412) 1-4 Equal-LIle, OdeVP(Wew & Cottage 6quareftet., Arch -Top & Radius -Top Through the tame of the window...... Into 2X Wood Frame/Buckstdp -sheet 3, optlon 1 ...Jnto Concrete/CMU -sheet 3, option 2 through 1X Suckstop into ConcreWCMU -sheet 3, option 3 Jnto Metal - sheet 3, option 4 Box / Equal -Leg (#4) 1-4 Equal-Lite, Odd/ProNew & Collage SquareIF16CL, Amh Top 8 Redlus-Top Through the frame of the wince"" ••••into2X Wood Freme/Buckstdp -shad 3, option 1 ....into Ooncrete/CMU -sheet 3, option 2 ....through 1X Buckstrlp Into Concrete/CMU - sheet 3, option 3 Into Metal - sheet 3, option 4 .•Channel (#1) 1.4 Equal-LIle, Odel/ProNew & Cottage I Square/Rest., An:h-Top Radius Top Through the Integral Hn...... ....Into 2X Wood Frame/Buckstdp -sheet 4, option 5 into Metal •sheet 4, option 7 Through the Heme of the window ...... ....Into 2X Wood Frame/Buckstdp - sheet 4, option 6 .... Into Metal . sheet 4, option 8 Integral Fin (#3) 1-4 Equal Cite, Odel/Protlew & Cottage 8quare/Rect., Aroh-Top 8 Radius -Top Through the Integral fin ....Into 2X Wood Freme/Bueketdp -sheet 4, option 6 Into Metal -sheet 4, option 7 Throuoh the tame 1....Into of the window...... 2X Wood Frame/Buckehip -sheet 4, option 6 ,,,,Into Motel -shoat 4, ;pttan 8 �v QUAL1 OPJEL COTTAGE P.M — r....... -- ----I SUCK WIDTH -+{13UCKGWWIIDTHJ-----.-{ BUCK WiDTHI�— M Y y RECTANGULAR I RADIUS -TOP ARCH -TOP ,uvc h,ac IV-rnV vtu. snArtS MAY BE USED BY INSCRIBING THE SHAPE IN ABLOCK AND OBTAINING DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS &9. MIN. OF 3 t• THREADS BEYOND THE METAL ':. �• i ( "' iUBSTRATE. FOR Pint IDD a• WDA11t — © l � cJ�I� I; BOX OR 4EQUAL- PRODUCT REV1S90 as i, mPlylna with Me 6terrh alinan"6rre Ezpimrb, Data �DQ•tj Dy Mlmni ndeProduot m1 (-it 45S/ANCHORS/FRAME OPTIONS I J ROSOWSKI I STEEL STUDS, = r , • • 1070 TECHNOLOGY DRIVE RUc r TIN. Fu=45 KSI & %'C:1:�•. i;FC: �':•'' : % N. VENICE, FL a+27s eIN. F�33 KSI. SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 .' i;; : ?� � •; " (� • �� Date(941)-480-1000 ,�lr '"�' t'• S�rr odd: Seah: •e erowing No. Mv: 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, THIS SHEET. EMBEDMENT EDGE FLANGE FRAME jj 1 J—L DISTANCE SHOWN II INSTALLATION OPTION 2 ANCHORED THROUGH FRAME DIRECTLY INTO CONCRETE/CMU. —�{ I/4' MAX SHIM U LSHIMAX SHIM TYP. CHORTAND 2 EMS MENTAND a TYP. ANCHOR TYPE, EDGE EMBEDMENT AND EDGE DIS CE PER DISTANCE PER 9UBSTRATE, SU TRATE, a SEE TABLE 2, SHEET 2. SEE TABLE 2, S ET 2. �_ 1B FIXED 19 20 OPT. SASH TOP FLANGE VISIBLE LIFT RAIL FRAME LIGHT NOT ES: HEIGHT FOR ALL WINDOWS: HOWN + 1 ANCHOR ® 3.65' 48 ..L— 49 FROM END AND AT SUBSTRATE,APPROPruq�— a 21 CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, 73 OVER 38" WIDE: SHEET 2. FOLLOW EMBEDMENT AND 0 ADD ADDITIONAL EDGE DISTANCE LIMITS. ANY SCREWS ®16-38• INSTALLATION OPTION SHOWN MAY 14 45 46 47 36 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK o 60 BOTTOM LOCKS: 18 2) MASONRY ANCHORS MAY HEIGHT a ADD ADDITIONAL TABLE USED INTO WOOD AS 2, 85 SCREWS aQ 8.3/8- FROM END. SHEET 2. ALL WOOD BUCKSUCKS LESS 30 THAN 1.112, THICKARE TO BE SASH CONSIDERED 'IXINSTALLATIONS. IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE. WOOD BUCKS �_ 18 USE EITHER DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. IX AND 2X BUCKS 66 OPT LATCH OR 86 84 BOTTOM LOCK. (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO INTERIOR 31 30 TESTED UNIT THE STRUCTURE. WOOD BUCK WEEP LOCATION: 6-S/8' DESIGN AND INSTALLA71ON IS THE NOTCHES AT 80 FROM SASH END. RESPONSIBILITY OF THE ENGINEER EACH END. - — .--. OR ARCHITECT OF RECORD, EQUAL-LEGIS —oppol FRAME SHOWN .27' X 1.26, WEEPHOLE �•'• W/COVER a 2.87' FROM 38 a EACH END. VERTICAL SECTION B-B 1/4' MAX SHIM NOANCHORS REQUIRED IN FLANGE OR EQUAL -LEG FRAME SILLS BALANCE TYPE VARIM WITH SASH WEIGHT FOXED VISIBLE INSTALLATION OPTION 3 ANCHORED THROUGH FRAME AND IX SUCKSTRIP INTO CONCRETE/CMU. SEE NOTE 2, THIS SHEET. EMBEDMENT 16 1I4' MAX SHIM BASH VISIBLE 17 I ' LIGHT WIDTH EDGE - . - DISTANCE TYP Q • TYP 64 EMS 30 r ANC 31 DISI EDGE SUB DISTANCE "• SEE I-� EXTERIOR I , 67 L • SHE v\ 4 LIGHT WIDTH \- EQUAL BUCK WIDTH ILEO/BOX FRAME HORIZONTAL SECTION A -A SHOWN DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL STUD. 1/4" MAX. SHIM FLANGE FRAME SHOWN S10 OR N12 STEEL SELF -DRILLING - SMS (05). SEE TABLE 2, SHEET2. 3) VISIBLE LIGHT WIDTH OR HEIGHT EXTERIOR (ALSO REFERRED TO AS DAYLIGHT INSTALLATION Il OPENING) IS MEASURED FROM OPTION 4 V BEADING TO BEADING. ANCHOREDTHROUGH FRAME INTO METAL ' VISIBLE LIGHT FORMULASWIDTH @SASH: BUCK WIDTH -6.10 �• �� ® FIXED LITE: BUCK WIDTH-4-318' �'] 1070 TECHNOLOGY DRIVE HEIGHT (EQUAL-LITE) '.� ��•'•, :):(i::t�t .'�% BUCK HEIGHT/2-3.15/16• •'O� tcli•,.•'• N. VENICE, FL 34275 �i�' /:.) �,� �.::i `.,: •' (941)-480-1600 �.1. A�LtYP.Egfi3705 P.E CERT, OF AUTH. #29290 1/4• MAX. SHIM EQUAL ILLEG/BOXFRAME SHOWN INSTALLATION OPTION 4 ANCHOREDTHROUGH FRAME INTO METAL PRODUCr RBVISBD Ds minpiyia3 with Me Florlda BDlldhtp Code Aoraptaaao No 16-eV4.104- Bxoral f) 0120 D N L prod," LANGE & EQUAL-LEG/BOX FRAMES I J ROSOWSKI NGLE HUNG WINDOW INSTALLATION - NI 05/15/15 iu/Aodd . Stet: Shut• Dmwtag No. Rev: SH-5400 NTS 3 OF 12 MD-SH5400-01 A INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL FRAMES INSTALLATION OPTION 5 ANCHOREDTHROUGHINTEGRAL FIN INTO 2X WOOD FRAME OR BUCK- STRIP. SEE NOTE 2, THIS SHEET, J-CHANNEL FRAME n SHOWN II II BUCK HEIGHT i- EMBEDMENT EDGE DISTANCE "1/4" MAX SHIM INSTALLATION OPTION 8 ANCHORED THROUGH FRAME INTO EMBEDMENT 2X WOOD FRAME OR BUCKSTRIP. SEE (� NOTE 2, THIS SHEET. I i 114" MAX SHIM TYP. ANCHOR TYPE, EMBEDMENTANDEDGE DISTANCE PER SUBSTRATE, SEE TABLE 2, SHEET 2. (SCREW SHOWN) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (NAIL SHOWN) ) OPT. SASH TOP LIFT RAIL -� FOR ALL WINDOWS: 1 ANCHOR @ 3,55" FROM END AND AT CENTER. FOR WINDOWS OVER 38" WIDE: \ ADD ADDITIONAL l SCREWS Q163/8' OFROM END. FOR WINDOWS WITH BOTTOM LOCKS: ADD ADDITIONAL SCREWS @ 8.3/8" FROM END. INTEGRAL W u / FRAME SHOWN uu CJU� o S 27'X 1.25' WEEPHOLE 38 W/COVER ® 2.87' FROM EACH END. �— TYP. ANCHOR TYPE, EMBEDMENT AND EDGE EDGE DISTANCE PER SUBSTRATE, _ SEE TABLE 3, SHEET 2. -.y EMBEDMENT (SCREW SHOWN) INSTALLATION OPTION 5 VERTICAL SECTION D-D ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK - STRIP. SEE NOTE 2, THIS SHEET. USE EITHER LATCH (SHOWN) OR BOTTOM LOCK (SHEET 3), TESTED UNIT LOCATION: 6-6/8, FROM SASH END. EDGE DISTANCE 1L BALANCE TYPE VARIES WITH SASH WEIGHT INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR SUCKSTRIP. SEE NOTE 2, THIS SHEET. 16 1/4" MAX SHIM SASH VISIBLE {2 17 LIGHT WIDTH I O�`--'� , FIXED VISIBLE EXTERIOR 1-1 87 3 J-CHANNEL 1 LIGHT WIDTH V FRAME NOTES: SHOWN 1) USE ONLY. BUCK WIDTH SUBSTRATE -APPROPRIATE HORIZONTAL SECTION C-C ANCHORS LISTED ON TABLES 2 d 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 1.1/2'THICK ARE TO BE CONSIDERED 1X INSTALLATIONS, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2X ARE 1-1/2'THICK OR GREATER. IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TOPROPERLYTRANSFERLOADS 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 . 6.1/2' FIXED LITE: BUCK WIDTH - 43/8, HEIGHT (EQUAL-LITE) BUCK HEIGHT/2 - 3-15/18" I+- EDGE DISTANCE I J I EMBEDMENT TYP. ANCHOR TYPE, INTEGRAL EMBEDMENT AND EDGE FIN DISTANCE PER SUBSTRATE, FRAME SEE TABLE 3. SHEET2. SHOWN (NAIL SHOWN) 1/4' MAX, SHIM DADE APPROVED MULLION, FBC COMPLIANT ALUMINUM(STEEL FRAMING OR STEEL STUD. SEE SUBSTRATE PROPERTIES TABLES 2 S 3 SHEET 2• MAY BE VERTICAL OR HORIZONTAL"TABLES2 EL 1/4' MAX. G SHIM , f'� FIN AND/OR LANCE REMOVED IN -FIELD INTEGRAL FIN FRAME SHOWN rr HIF14 INSTALLATION EXTERIOR INSTALLATION OPTION 7 1�5 OPTION 8 ANCHORED THROUGH ANCHORED THROUGH FRAME INTO INTEGRAL FIN INTO METAL METAL (INTEGRAL FINIFLANGE REMOVED) • i•lu. fZ'i'7:� 'r'). �" 6 I,i'�'•;i6 ,!rJ/``• ~�-•,`,, 1070 TECHNOLOGY DRIVE n/;;i:1%f N. VENICE, FL 34275 ���'%;;i':�"- :�; 1•;v, (941)-480-1600 A. L•YNN,A11i.�ER; P,E CERT. 11 AUTH. 029298 P.E.P 68705 PRODUCT REVISED as cempiyin8 wild th Fhvi& B.ildn � No 1 ro 0 W-.o4. ExFAMt TDete "w2o i. 7I'/.5/1IlJG�ivJ� u, J-CHANNEL & INTEGRAL FIN FRAMES I J ROSOWSKI SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 NTS 1 4 OF 12 1 MD-SH5400-01 I A 3/4" NOM. [ -- 1/8" A GLASS — 1/2" AIR SPACE- 1/8" A GLASS - aEXTERIOR. GLASS TYPE 1 TYP. GLAZING DETAIL GLAZING NOTES: A" - ANNEALED "T" = TEMPERED :" NOM.GLASS rE TYP. -1 3/4" NOM. 3/16" A GL 3/8" AIR 3/1G' A <lDE, -�{ 3/4" NOM. �- 3/16" T GLASS — 3/8"AIR SPACE - 3/18" T GLASS - aEXTERIOR 3/4"NOM. �+- GLASS TYPE 2 GLASS TYPE 3 GLASS TYPE 4 -;.J�� •., ::t;,�,:..;,• I�l; 1070 TECHNOLOGY DRIVE y N. VENICE, FL 3427E .r.'••...... .••`..- (941)-480-1600 E\ b.�98 5, CERT. OF AUIH. #29296 PRODUCT REVISED as rnmplyiog %via, 1Ea FIG" Buildup Code A-ptmco NA- ExPiiatioa D/� Ry Miamieatkffj4,' AZING DETAILS J ROSOWSKI Oats GLE HUNG WINDOW INSTALLATION - NI 05/15/15 /Model; Smlo: Sheet: Drowing No. �y SH-5400 NTS 5 OF 12 MD-SH5400-01 A W�7YD•• e91Ym Soh Bnn 1•• Oean6Abatrphsn HNpM Oeelpn Pfeeaat@1@elR/ T, R.LI.L.r.1 8-paWOMOW Rrw g36 Mldth Inl RI 11•weaam BN .W.O ]B I •foot .boA N -loot i.w0 32 .1ooA1 Trd6 ♦50.0 M -f00A I.w0 M -1ooA fw0 48 -99.0 1J2126 .WA A2.0 x0.b F_0llf4{. 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B t2t1J•Nt16 HOD -1oo.0 .WD -100.0 .iW.O .w0 .w.0 TD'00 .100.0 ♦00A •1W.0 .w0 Ax.O 59A •jai ♦60.0 elDeaf 1f]71.71D a ♦a0.0 •foot HOD •Inn ♦W,0 Aa0 •WD •w.0 ffi -03.a .w.0 ♦W,0 -0IA A0.7 . a •wA aa.e -722 ♦ ♦wA -06.9 aT-0 Tm .14 3 T.IbI BYOffi aJ.206.37b16 0A .wA 85.4 .W.O .µi !wA -022 feet .B aw0 .71,6 HOA --pp AAIT-mm oo.b •wp 0 .W.0 •100.0 ♦w0 •iW.OAa1.1 .wA -0ia EgaIW1 Cf0.m 77A17.2BAfb 0.0 .60.0 • 00.0 .WV AW.0 • A •iw0 .wA AIb fw0 •726 fw.0 65A 19,626 8YJ GWWM 40.01 •2 1 •1oo.0 ♦w.0 •loo. • A •f00.0 .600 -0le ♦wt ROM* 7TA17. 00416 0.0 1�m ;5" .1 1w0 •1W.0 ! •iW.0 ♦w.0 ♦W.0 •7A7 1w,0 4" 11.61 •17 9 0.o .wA •We coo -7no ♦w.0 -0D.0 •WA •Nb HOp -01.f atAdl.l 11.077.12.610 .0 .0 ♦w. H0.0 •1 0 -09,e fW. Iwo •oi -0a7 ♦ A A2 ♦w0 A0.7 •w0 •122 ♦W.O 111 0e.617•HA/I 0.0 •wA d2e ♦wA -7 2 •wm •no m.0 -06b ♦W- fW0 •OI.9 -07.1 HOAa9A W,0 -0a1 ♦w0 ♦w.0 -0IA -0ax 6Y W1I.Oe i1b17.06A18 .w.0 •N0.0 ♦WD •W3 .w0 -0a0 .60A -me .bD.O ffiI •WA -01] ... eeuwe 2eb17•31Ale •w0 -1 .0 •WA -f00.0 fbea •1 00 ..wA Aa7 1w0 -86.7 H0.0 -077 adJ at.DaDorfodsa 2asn-2e.61. ♦wo •1oo.a •wA At.7 .wo -07.e bo .o -0ap .wo .e1D •WD 45A .0 ez aammarls Gwlon7BW 20.617.23.616 17.617.70.eib awe •w0 4 1 •wA 4e2 .w.0 -7L0 ♦5 a4 •w0 -7JA .SOA dab .W.O ffia GOlam Bl2e NAI7.17A1B .w0 Al.i •W.B .W.O ♦W.0 a9D aJ.O ♦W.0 ♦W.a -0ig .wA a ♦w0 -011 +W,O iQb .50.0 -06.6 gn7mII8Y. 11017•f1.01e .wa ffi1 •b0A aeD •w0 -01.9 -09.0 •wA 7w0 a18 •w0 -07.0 ♦wD -0a9 !60 -0:A BIw11 71.6M•/7A1B ♦w0 a7.7 ♦W.0 -07A •w.0 -0T.0 .w.0 dBA .0 -079 awe -021 ♦wA -0I.0 TIDNI 29b1 MER ♦W.0 •toot .W.o •WA 7w0 -771 ♦ a10 ♦60A ♦ aft •aav -0OA .wA -0OA lhOYmB a 24617•D9bf ♦10.0 -loot .60.0 Aa7 ♦W.0 • 77.e ♦O-0 .6aA •l0A .aa0 -0. •79.1 HOA •60D -0OA 40" ♦ ,0 13.0 F-4Y{i. J6A77-JBA1e .w.p .Ia0.0 .wa ffiA .w -0q .w.o .ra .w0 .nt •w.0 ♦w.0 -0i.l 76 ta0 li. 32617• Af8 aw.0 •foot .60.0 -0e] ♦aaD •7l0 ♦wA -TtA fW0 -T01 ♦60A 84v -00.2 aw.o -02A tamwmDlgfaq 2a617•32ble 7w0 .6 .w.o •na ♦WA •bap ♦60.0 -0i.3 ♦w0 .61A .wA -0 ♦w.0 WA9,2 . 6 A Y6 2d617.29AN 7w0 W. ♦WA aIA •W.0 ♦no -0eA ♦ •­0 •6 t BIDM♦1 Ta61e •x0.01e ♦51 :To .me -040 .w.0 -0a1 .wA -0a0 •w0 -0JA •wA -CIA HOA -0OA al FAO. i0.617-IIAN .w.0 -0I.e .Wt alt .wD -0a.i ♦60A -0fa ♦a0.0 aft •60A -06A ♦ -0oe owYm 6Ya 7adi •6aa a ♦w0 -0 1 ♦w.0 •7 A .w.0 -00.0 •wA -0OA .w0 -01.9 ♦wA -0ib .0 .w.0 40.e BiwWie PfO,Liy i7610.76,616 awe -07.7 4e0.0 a7A ♦60.0 -07.0 laOA -019 •w0 d/b Het apt aaOA -me 3EE 9i.7a TABLE TO9eR S. SHEET A Fnli •• •1181/ Anlr.Ianw 7w0 nDMI 1e -00.7 emm o .wA lennm. -0 ♦w0 1 •07.0 1 ♦w0 d1A awe aae .WA -00.0 ♦WA -0OD -MIN, SASH HEIGHT = WINDOW BUCK HEIGHT-50.136 NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN. ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. ,f•Ill:l::, �; •:.I 771 iYyi: A. Lyw W G, P,I- RE A 68705 H fr JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMENT & GLASS TYPES 1-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES 8 CONFIGURATIONS) PRODUC7'REVISBD fa COUIPlying with the Florida BuildhlS AmptanW No 1 Expiration R6Nsed4"D- Revislon: Ina T By Mlmni dv Prndffct lbrof r--Dot ota Revfefon: ® Dbsc*U*n: DESIGN PRESSURE TABLE Dmwn By: J ROSOWSKI 1070 TECHNOLOGY DRIVE 1lUw N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 (%1)-480-1B00 Serf- Modek Sta:e: 57feak Oinking No. Rev: CERT. 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A 1610 al/ catld 23.017."WI +W.O •170.0 a00.0 -170.0 .660 •130A +010 •130.0 •130.0 a8S0 •610 •130.0 •1mA 4660 ♦810 .11 3 +BaA •1WA N EOWH2p fHnderd Red•W 1a017-2JAf0 17.517-20616 +OSD ano •1 1650 •130.0 +61.0 -120A •6S0 -f30.0 •�0 -I30A +650 •t1U.a JO0.e +66 +WA aK2 AL/ C�amm 80e U.677-f7.818 .ei -130.0 •f30A ♦80.0 +86A -130.0 6610 .100.0 .OSO .130.0 +BSO -90.0 +BSO •1Da9 .6lA -00.6 +W.a -130A +WA -17Q0 -UOA a61,0 .OBA -130A a65,0 -13a0 +650 •/30A -mo •111.3 +650 w1.7 61N5Nt IIA77•I1.6/5 e65.0 71303 +65.0 -130.0 1(A.0 •1J0.0 •/27.2 +850 .55D -7300 •f110 •730A +6s0 •Itae 766.0 -191.7 Te10N 31A93- 5911 6IYa5(d C51WpB 26617-31A82 .W.O .130.0 +86A .130.0 .6SA .f]OA a6S0 .1ml .63.0 4102 •BaO 60.0 +BSA -0a0 EWT1181 20A17• iB ♦6a.0 -130A .660 •130.0 7 610 -1JOA ♦65D •130.0 1650 -IJ0.0 a890 -IW3 +86A -027 .t BIerMTN Pradse f7AR•70.610 .QaA •130.0 +SSA -130,0 +60.0 •730.0 +66.0 -I]0A •1�.0 •610 .660 -i30D +BSO •1002 .60.0 -09A Cutam BaO UAt7-17.610 aW.O •130.0 ♦83A •t70A .no •1JOA • -1J0A •67A •idA ♦07.0 -0a7 CumrO BIW 3A11.1/AW 185.0 .100.0 KOA -730A .W.O -17010 +630 •130.0 • 0 •130.0 .6 ,0 -1WA +87A -0SA slaaml 17.277. 12AM ae5.0 .Ina +66A •130.0 +,o •130.0 +610 .I30A ♦05A •11a0 .BSA -00.6 iW1]I 3W •J7A38 ♦60.0 •/3Q0 .90A -170.0 +fiSO .170.0 •111,0 +65A •65D •130.0 -715.f •610 •fAD •130A +86.0 •1U.6 t860 -101A lot sWA1r W111p. 29Af7•al.m7 a65A •i]0.0 +BOA •130, +65.0 •1m. .65A -Tao a- . 0 •11l.7 a6a0 -00.0 •55A Ep9 !a 2JA17 •RB.61e +83.0 •170.0 +BSA •13a0 +W.O •U0.0 •a10 •130.0 +00.0 -130A •1no +e0.0 -00.8 ♦WA -0as ta9nm eu. B /9Av 20.ay.23A15 .a3.D J .o .to.o .re.o .lu.o .se.o -120.0 .eaD .13oA 1 0 .ea.o .701A • 0 -01.1 17 n-19Aw +BSA •uaD .eOA .tio.o .r4.o .130.0 .o •1 ,6ao •f -fora +WA -0u 41. fan mW .61 . Am . o • 20.0 .fiao 163V -Ioa2 .rAD C0fId118W 12.ai7. UA16 .60.0 43" •B5D .130.0 .o A •UOA A -t3a.0 .a1D •I30.0 .ea0 .10 / .eao -0a1 eMlWat t. T7.12A16 ♦6S0 •13a0 +60.0 -170.0 +W.O 4262 .BSA •f28.0 .HSO -1ROA KS.O -I00.a •80.0 47A 90n1 0111•IIA44 K1.0 -130.0 •BSA •tU.B •M.0 •9117 +61A -121A AS.B •aa0 +BSA -121.7 +BSA •1112 +830 400./ 0 0e1139e J1A17.36AIB .85.0 •1320 •08.0 .170.0 +65.0 •123.6 165A -1212 +0S0 -0.0 05.0 -027 +no .81A Egu9{a11 26AIT•31DIE +650 +13a0 .06A •130A t85A -130.0 +67.0 -1J0.0 a6'JA -121A •119.9 4650 +eOA •e9.0 +WA .}9,3 61x1ds61 27.617.10418 +86.0 •I3Q0 +60D •130.0 +650 -t2 ,F 4O.07 80.2 .65.0 J80 62 011bmam. 20.517.23A1B .610 • 30A 760A -123.7 R.-o •1W.9 .60.0 •IWA ♦6a0 •f202 -10a1 +65.0 41A +66A 4IA 641-MB 11-01, 20A16 MSO A • 1 ,9 +Oa .9S .63A 1 43A .WA d7A OtWul` 1l.OtT-17A18 ♦8 .0 •126A ♦WD -1022 .WA w67 0 .80.0 -00A ♦W A Cfa017•Uma ♦6a0 •120. 405JD aeA + A •exa a85A .80A 221 +Me -mA +8a0 •7a2 +05.0 -761 11.6d•13AIS +00.0 •117.1 +85.0 -01A +03.0 JaJ .66.0 •76a aw.o Ja/ •07A •TDA 30.611.HM4 461 •1 A -110.0 465.0 -7ae -ml •BSA Ja/ +07A -726 .07.0 •TQO 4634 •70A G.t 8ft. a7a617.39A16 a060 43a0 aeu . 1.2 .65.0 .1WA • A +e3D -0Lo +510 AtA +60.0 d1.9 .WA •742 180.0 -I •88A •17a0 .fia.0 -117,1 +60A .1W.O -1W.9 +aSA .d.0 •1 .7 +85,0 11.9 +65.0 -71.3 EqwH60 16A17.36A15 70 CWbfn Altl 720f7.15AfB .67.0 •t30A +0'JA .t10.8 Two Rus +BSA 49.9 •IW.O .09,0 M.0 +eeD •73A 81aM1 Y 2B. 17• +60.0 .50.0 +8i0 -106a +660 4rAa .11" 467 abbe •8BA +65A 2 •06A -73A C1CIa116W 26517.2►A10 .6a0 f •a 0 .B9 .50.0 .9 405.0 •7a7 •gpq -08.] +BSA 81AOtll 2Sala•20A1e +650 -119,1 +610 -0OB .63.0 4"A 0&0 J7.1 .OSO •10.9 ♦WD •7l,0 +60A 71/0 EgWNa1 I 3a.af7•/IA44 +6aa • 3Q0 "S9 .f 6 .000 .60Aa .T1,2 +65D J1.9 MA J1.a .a 993..s61f.o0 a7a .3 -0JaI.,1B •70.0 6n9 A1e ..2t1 .wea0 ,.6 717 1630 -Id. +a .eW sA morel •• -lIAN -MU•teal . .o 46a0 .0" + ./eo •7a .nA em5. ro5A Jew .BSA •RA .e5.o •7ao •ee.o -no SEE TABLE 7• SHEET 9 FOR ANCHOR GROUP ANn nI 1A10TRV +65A ate M3.0 .Tao .m.D Jao "MIN, SASH HEIGHT -WINDOW BUCK HEIGHT- 80.138 l � NOTES: 1) USE THIS TABLE FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. 2) FRAME DIMENSIONS ARE SUCK. SASH HEIGHT IS AS PER THE FIGURE. 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. l''C4IlP�•. • .. A. LYdtf I Ihlii i. P.E. JAMB SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMENT 81 GLASS TYPES 2-4 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES & CONFIGURATIONS) PRODUCT REVISED BW, -Plying With Me F(W(f1a Aazplum Na l6•o 4-D4. R.4"d By: Date: ReWalon: iml Date 7�2a B RoWnd W., Data: Mimi adc Prorluet CWl R vldan: ® t7eaerlptlon: D1mlm DESIGN PRESSURE TABLE J ROSOWSKI 1070 TECHNOLOGY DRIVE THIN Doto1 N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 (941)-480-1800 _ _ CERT. OF AM. #29296 ] SH-5400 I NTS 1 7 OF 12 1 MD SH5400-01 Ifl A s•ti00" 3.5D0• 3.500' 3.500" ,asz^ ��- .oBz• .-- .062' --►1� .Dsz° 1.483' 1.483° 1,483' 1.489° .070"-r.{Ir-JJ_ 11y .P9 1 715° '6251 FRAME '825' FLANGE FRAME O HEADlJAMB EQUAL LEO FRAME 1.376°F&EA.1JAMB j� O HEAD/JAMB 1.976' 3 FIN FRAME 4 -� I 1.185 r I O HEADIJAMB LIGHT SASH O REINFORCEMENT 3.487 3.483' -�{ 3.483' -� .062° � �- per- .062. J�D 2A44° � 2,444° � 2A44° .825• II 111,� O FRAME SILL .826" I� II O FLANGE 1'�3,775YII O FIN SILL FRAME T IJ LJ FRAME SILL J�fl 3.483" -«••I -CIF• - .062° ^ �IJI 2.444' �D 8 EGUALLEG FRAME SILL 070" 1.1Br i -' .070' .791' I-���1.036° 1.041' �u �u 1 1.331' {r- L .130° --i 1.340• (- STANDARD 28 MEETING RAIL 27 HD MEETING RAIL REINFORCEMENT REINFORCEMENT 1.872° �{ � 1.841' �{ 1.215" I,� 2,100" .Ow 1.830° .085• 1,� ° 1.376' �+--- 2.178° 1.472' 1585" 0 o I .074" 11 690° 471• 1.291° I•+- -� 1.000" �- •035° .0�(� ! .355° .070" .050°FIXED 'fi -J � .070° i 14 MEETING RAIL 18 rf SASH RAIL 17 COVER O BALANCE 18 S REW COVER +g SASH STOP LIFT RAIL 20 IJNIEF1LocKCOVER 21 It•REFT RAIL RLO K 22 BEINTVELED COVER INTERLOCK PRODUCT REVISED w wmPlyins with Lite Florida Building Codo •" ACCCPIMCON4�, 4• .318° • 1'•' i ' �� . RaWse By: Dote: ExPirnl' De864° .300" 1i�•;i.f9 j;/r•`� Renslon: Ii 1P � asa• t ,760^ Revteee By: Date: Redrron: I I i / ® DdaiPDon: Drawn By: 73 lG BEAD B+ SECREENEFRAM E O SCREEN FRAME (D ROLLEDfl(, ,Jb J;!';=' WINDOW EXTRUSIONS J ROSOWSKI '�.i-�•'•. �i•"' `' 1070 TECHNOLOGY DRWEDot.TRfw: ;`' .' •,, •'LC.<iic??: ', ;; N. MICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 ;: -,.•i ,_ (941)-480-1500 l ' A.iLYNN:MILLEh�)'`E. Serlee,/Atodeh. Seole: Sheet: D:nwing No. Rev: P.E.rl 68705 DERT. OF AUTH. 929296 SH-5400 NTS 10 OF 12 MD-SH5400-01 A TARI P A• BIII of Material # Part # Description Material singe Hung Frame Head & Jambs - hanR 0 2 820102 Single Hung Frame Head & Jambs - Flange PVC 3 620103 Single Hung Frame Head & Jambs - Fin PVC 4 820104 Single Hung Frame Head & Jambs - Equal LeglBox PVC 5 820105 SHfDH Frame SIII - J-Channel PVC 6 620108 SHlDH Frame SIII -Flange PVC 7 820107 SH/DH Frame SIII - Fin PVC 8 620108 SH/DH Frame SIII - Equal-Leg/Box PVC 14 620131 Flied Meeting Rall PVC 16 620129 Sash Rail (Sides, Top & Bottom) PVC 17 820134 Balenoe Cover PVC 18 620133 Sash Stop/Screw Cover PVC 19 620166 Pull Rail Interlock 6OD5 T5 AI 20 620144 Pull Rail Interlock Cover PVC 21 820157 Beveled Interlock 6D05 T5 At 22 620145 Beveled Intedock Cover PVC 23 620160 Light Sash Reinforcement 6063 T6 AI 25 620162 HD Sash Reinforcement6063 TS Al 26 620153 Standard Meeting Rail Re nforcomant BOOS T5 Al 27 620154 HD Meeting Rail Reinforcement BOOS T5 AI 30 Ulu" Weatherstrip, .187" x .270" Fin Pile 31 6Q300 Weatherstrip, .190' x .300" Foam Bulb Flex PVC 32 61719 Weatherstrip, .187" x .220" PolyPIfe 33 61825 -Taxi Weatherstdp Plug, .220" Finseal 35 MTrr #8 x 1' Ph. PH SDS (Interlock Mounting Screw) 36. 37 38 78X3THPX 716695P 72021020 #8 x 3' Ph. PH SMS (Meeting Rail Screw) Meeting Rall Screw Support Plate Wee Hole Cover 410 S3 6063 T8 AI PVC 40 XXxXX -7Constant Force Balance 41 #08 x 314" Ph. FH SMS (Con. Force Balance Sore-) SS 42 l76Xll4FPAXINB ISPIral Balance 43 720205 ISPIral Balance Shoo Nylon 44 x 1-1/4" Ph. F SMS (Spiral Balance Screw) 410 S3 Part #, Description Material 78 Kommerling 4SG TPS Spacer System See this 77 Quenex Super Spacer nXr with Hot Melt Butyl 78 Quenex Duraseal Spacer Sheet for Materials Gc 79 c^ Cardinal )L Edge Spacer- TAG, .G n m. BIII of Material, cont. # Part # Description Material 2D19 uto Lock Mechanism tee 48 720188&9 Sweep Lock Cast Zinc 47 720196&8 Auto Lock Cover Assembly Coat anc 48 eX1180P7X #6 x 1-1/6" Ph. FH SDS (Auto and Sweep Lock Screw) SS 49 720200 Auto and Sweep Lock Keeper Cast anc 60 78X34PPA #8 x 3/4" PH. PH SDS (Keeper Screw SS 61 420181 UR Beveled Tilt Latch Comer Key PVC 62 420182 UR Pull Roll Tilt Latch Comer Key PVC 63 7634PHFL #8 x 3/4" Ph. FH SDS (Comer Key Screw) SS 64 420183 Tilt Latch PVC 65 420184 Tilt Latch Retainer PVC 66 720207 1" Trlt Latch Spring SS 57 420186 Plae9c Tiit Latch Finger Pull PVC 58 720192 Metal TIR Latch Finger Pull Cast Zinc 69 4201BO Pivot Bar Comer Key PVC BO 720208 Pivot Bar SS 63 720191 Sash Pull Handle Cast one 84 720194 Sash Pug Handle Wghatch Aa Leembfy Cast Zinc 85 7834FPT #8 x 3/4" Ph, FH SDS (Pull Handle Screw) I SS 66 420188 Bottom Latch Strike Plate Cost Zinc 67 78588 08 x 616" Ph. FH SMS (Stdka Plat. Scraw) SS 73 720138 I.G. Bead PVC 74 Bockbedding, OE 7700 or DOW 791 Silicone 76 71646N ISSIting Block (7/8" x 1" x 1/8" , 85 +1- 6 dura EPDM 80 81012 Extruded Screen Frame Alum 81 81011 Roll -Formed Screen Frame Alum BY 7CKG 8821 Screen Ctxnor Kay for Extruded Frame PVC 83 47042 Screen Comer Key with Pug Ring PVC 84 47041 Screen Comer Key without Pull Ring PVC 86 7CASPM Tona)on Spring SS 88 87 8181OC48 61635/61614 Screen Cloth .140" Screen Spline Machine/Hand Rolled) Fiberglass Vinyl NOTES: 1) PVC BY ROYAL WINDOW AND DOOR PROFILES, LTD., TO BE LABELED FOR AAMA EXTRUDER CODE. 2) ITEMS A 9-13, 15, 24, 28, 29, 34, 39.61, 62, & 68.72 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL, SILICONE HOT -MELT BUM STRUCTURAL STRUCTURAL SILICONE POLYISOBUMEN 1/4' NOM. FOAM 3/16" NOM. WITH DESICCANT WITH DESICCANT EXT. GLASS EXT. GLASS U/ —INT. GLASS 4/ "—INT. GLASS 7e KODISPACE SUPER 48G TIPS SPACEReNXTT" BUM & DESICCANT FOAM Xr. GLASS — REINFORCEMENT pOLYI - BUTYLE 16" NOM. BE ROLL -FORME STAINLESS STEE U,- —INT. GLASS 7a DURASEALO SPACER EXT. GLASS ----- -- AREA OM. SEAL 79 XL EDGETm SPACER GLASS PRODUCTRBVISDO m compl*I; with Ih6 Bui!din6 Carlo Acwpuacebbl •O 14.04- `71/.; Revlxd W. Gate: Revbfon: �ad [x !rtidtm Data%1. 05/05/16 AI ADDED SPACERS. BX- '.4�'ih!:;,;'• R�vlud fly: Ootu R"blow Mfuml de Pend ® Dow0tlont BILL OF MATERIAL Drop fl K�16 ; , ::: BOM ( ) J ROSOWSKI %, ti .,i�'' >.... r, •. ' ;;..%' :;:;,...: ......... :::..: 1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 r,Be: SINGLE HUNG WINDOW INSTALLATION - NI 05/15/15 (941)-490-16ao d:LytJf1.�.qILLER,Y'.E. Sedee/Modeh Sock: Sh„t: P.E11697m CERT. OF AM. 029296 SH-5400 NTS 11 OF 12 MD SH5400-01 A FRAME ASSEMBLY DETAILS NOTES: EXTERIOR Lf�> 1) SOME PARTS/OPTIONS 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. OPT. PULL RAIL INTERLOCK & COVER MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS BALANCE OPT. SWEEP LOCK OPT. AUTO LOCK II OPT . PULL HANDLE 84 WITH LATCH U ^, " es iDETRAILS EXTERIOR LL'l A1AcNes 8q .,� -CE ........... �• ) ,;vi'Pc'I'' ''' r1 �. 1070 TECHNOLOGY DRIVE N, VENICE FL 34276 ��i,','•';!r')'..le.;�,'":•,' I1�Ll;NI(t4ER)b,E. , (941)-480-1600 P.6 6705 CER7 OF AUTH. #29290 OPT. BEVELED INTERLOCK & COVER OR 84 MITERED FRAME WITH INTERIOR AND EXTERIOR FRAME WELDS PPRODUCT MVISUD 1 s mmplying silt Mort oildins Code eoap4mto Nn 7 4.04•- ReWelon: C�Pltuliou nLlB, ray A1i,•rmi nde PnsductCahfhrl ReKalon. LODED ASSEMBLY J ROSOWSKI LE HUNG WINDOW INSTALLATION - NI 05/15/15 lodeh Sale: Shoe • Drmving No. Ryv; H-5400 NTS 12 OF 12 MD-SH5400-01 A f r