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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: I r) PERMIT# REVISION FEE — RECEIPT# k PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DMSION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982_5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE �., I1 ADDRESS: '"107 S,r�� y r:nzs C-4 I-v��- Y���c c, FL 3 Y 4,5 1 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: C�IcA[r�nG W' /� VZ44 Kf 0^ ui,tx 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: C9,G0y6° S i ST.LUCIE COUNTY CERT.#: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: !fib 6 5, i CITY: 0.neti k,, ,� grA4 STATE: 'F ZIP: lziy-1 l PHONE(DAYTIME):6;6},8'364• Nom_ FAX: 1-� r-7 5*'(b 7. 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 Opening `.,I Size (Wx H), 1. 16-0714.03 24 x63 tel/ (Single Hung) 2. 16-0714.03 24 x 63I a t3 ti � ,W 6 v4'411 (Single Hung) l I 3. 16-0714.03 24 x63 9 10 (Single Hung) Fam Rm Bed 1 4. 16-0714.03 36 x77 ��< (Single Hung) 5. FI11103.1 96 x 80 Z (Sliding Glass Door). 6. 15-0618.02 47 x59 8 (Double Hung) 7 Fam Rm 7. 15-0618.03 60 x 47 Kit (Horizontal Slider) 5 6 8. F111103.1 72 x80 (Sliding Glass Door). M Bed Din 9., 15-0618.02 48 x60 (Double Hung) v 10. 15-0618.05 36 x60 M r `O (CAsement) ; M 11. 15-0618.05 36 x 60 11 v ry rn (CAsement). , Bed 2 a V c fn Ln m 0 t X T d L2 O m JAol 1'9 (.g L U 3 2 1 m (1) IT 4 Liv Rm Liv Rm Liv Rm cc �_ M M Bath G1 N Y N O i L E O U) a- COPYRIGHT—OM SCALE: NOT TO SCALE DATE: Jan 12,2017 PAGE DESCRIPTION: Site Plan PAGE: OF1 1Li Am NTOTMR IGHT 1918 Corporate Drive � WS Boynton Beach,FL 33426 WINDPh.561-922-6747 Fax.561-292-3562 Property Information Building Information Owner: John or Debra Blair Wind Zone: 170 MPH. Address: 4107 Smokey Pines Ct Exposure Category: C Fort Pierce,Fl 34951 Minimum Building Dimension: 52 ft. Mean Roof Height: 12 ft. K 41 Risk Category: II 91 Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) 'F Pressure(psfl Pressure(psf) 1 Int 24 63 7 37.7 -40.9 2 Int ----24 -- ----- 63 -- 7 --- 37.7 -40.9 3 Int 24 63 7 37.7 -40.9 36 77 -- ---_........----- ---- -- -- 4 ---------- ---- -...-_..._....-- ----......................------- -- ----- --..-.....- --- 5 End 96 80 7 33.7 -42.4 ---................................---- --._...._.._.._.-- --._._..._--......................---... ----.-....................-.-------....................................------------ ----...........................---- -._.-..................--- ----- 6 Int 47 59 7 36.2 -39.4 --.__..._.. -- ...--_................----- .._.......-. ___------....._-............................— --------- - ...- ------- -- 7 Int 60 47 7 36.1 -39.3 -- ---- ---- ..-----------.......-.................- --- - --..... -- - -- - - 8 Int 72 80 7 34.4 -37.6 9 Int 48 60 7 36.1 -39.3 10 End 36 60 -- - - 7 ---- 36.8 -48.6 ]1 ---- Int 36 ----- 60 ----- 7 - ------ 36.8 -40.0 Prepared in accordance wish:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page l of I DOOR OPENING iNFORMATION A FLOOR PLAN WITH-OPENING IDENTIFICATION SHOULD BE PROVIDED WITH THIS SHEET Definition of Comer Zone -10%of least horizontal dimension or 40%of the mean roof height,whichever is smaller,but not less than 4%of least horizontal dimension or 3 ft. OPENING (Location) IS THIS A PRODUCT PRODUCT APPROVAL REQUIRED OPENING MAXIMU ROUGH MULTIPLE ARE GLAZING APPROVED PRESSURE RATING DESIGN PRESSURE M WINDOW LOCATION Corner Zone WINDOW ACCEPTANCE OPENING SHUTTERS NUMBER or Interior OR DOOR TYPE NUMBER (+)pSF (-)PSF (+) PSF (-)PSF TESTED DIMENSIONS MULLION REQ Y/N SIZE REQ Y/N/NA 1 Int W 7/8" LatniI( 16-0714.03 55 55 37.7 40.9 54x89 24x63 N N 2 Int W 7/8" Lami IG 16-0714.03 55 55 37.7 40.9 54X89 24x63 N N 3 Int W 7/8"Lami IG 16-0714.03 55 55 37.7 40.9 54X89 24x63 N N 4 Int W 7/8" Lami 1G 16-0714.03 55 55 36.2 9.4 54x89 3607 N N 5 End D P Lami IG FL 11103.1 60 60 33.7 42.4 190X95.5 96x80 N N 6 Int W 7/8" Lami IG 15-0618.02 55 55 36.2 39.4 53X77 47x59 N N 7 Int W 7/8"Lami IG 15-0618.03 55 55 36.1 9.3 74X63 60x47 N N 8 Int D P Lami IG FL11103.1 60 60 34.4 37.6 190X95.5 72x80 N N 9 Int W 7/8" Lami IG 15-0618.02 55 55 36.1 39.3 53X77 48x60 N N 10 End W 718.Lami IG 15-0618.05 55 55 36.8 48.6 36X68 36x60 N N 11 Int W 7/8" Lami IG 15-0618.05 55 55 36.8 40.0 36X68 36x60 N N M IAM IDDADE MIAMI-DADE 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) -mviv.miamidade. o�onomy 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 e ig 1 e oct urricane - DESCRIPTION: Series"5500"PVC Single Hung Window—L.M.I. T - mgle 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 Lyme 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 tenninate 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 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. q ; NOA No. 16-0714.03 OfAMI DADS COUNTY Expiration Date: July 30,2020 8, r Approval Date: August 18,2016 1 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled "Single Hung Window Installation- LM", sheets 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. 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 udder previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" Edition (2014), dated 05/15/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. --� (Submitted under previous NOA No. 15-0519.05) =`/( ' Manuel Pefez,P)E. Product Control Exam}'ier NOA No.16-W4.03 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 FSC-2010 and FBC-5'h Edition (2014), dated May 15, 2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NDA No. 15-0519.05) 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 07/30/20. �- Manuel Per7403 . Product Control Eiar NOA No. 16-0 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE /'{ ATI RAGE EXAMPLE FDESIGN PRESSURE RATING IMPACT RATING EXAMPLE FOR 28-1/8"MAX.D.C. RADIUS-TOP_ 54'MAX.BUCK WIDTH e.4 O C FOR -TOP VARIES PER REINFORCEMENT LARGE&SMALL MISSILE HEADER(SIM. 12"MAX.FROM HEADER FOR ALL FOR ALL FRAME SEAM 30" 12"MAX. WINDOW TP LEVEL,SEE SHEETS&7 IMPACT RESISTANT WINDOW TYPES) B.SEE ___ ~4 MAX,O.C. f/ SHEET 3l -( �' 52-1/8"MAX.BUCK WIDTH 10"MAX.FROM SEE SHEETS A,SEE�'-' -'1-'-1 12"MAX. / FRAME SEAM p E �--� �— 8&9 B.SEE r-30"MAX.D.C.. SHEET 3+ I FIXED VISIBLE SHEETS _ 12"MAX' I ' I I LIGHT WIDTH V SHEE 4 A,BEE r-' -- l I I B.SEE _I� 30•MAX.O.C.-- - SHEET 3 j 12"MAX' i SHEET 3 `� -~�I�12"MAX' C.B E1- - I j _ FIXED SHEE 4+ / EQUALLY j j VISIBLE A,SEE r' I / I I --� .. -' � 12"MAX. I � SPACED LIGHT SHEET3 I EQUALLY I / 17-7/B"MAX.O.C. I / 17-7/e"MAX.O.C. SPACED II ANCHORSPER ANCHORS PER I TABLES 9.11 _ j HEIGHT -� EQUALLY j 17-7/8"MAX.O.C. i I TABLES 9.11 I I / I / 91.78' SPACED I / / O II oI MAX ANCHORS PER O I I I 84• I I 84" j i BUC TABLES 9-11 I / 62" O I I BUCK MAX, ` �- HEIG MAX. —I j HEIGHT -- ----- --_-_--_-- 10"MAX.O.C. BUCK 10"MAX.O.C. I 10"MAX.OBUC ASSHOWN .C. X j 4 HEIGHT X I 4 X I,I 4 HEIG T X i j 4 (91.78" -. . _ MAX.) L._._.�/ HEIGH 13-3/4"MAX.O.C. L._._._._ •.T EQUALLY I 1 13-314"MAX.O.C. EQUALLY I SASH 13-314"MAX.O.C. EQUALLY I j I l._._._. SPACED I�_ SPACED VISIBLE I� SPACED SHEETS ANCHORS PER / + ANCHORS PER I LIGHT A CHOIRS PER I +� 8&9&9 I TABLES 9.111 I / A TASEE BLES 9-11 T ABLER 9-11 / 1 C 111 y1 1 I 6-112°MAX. ' •t 6-1l2'MAX, 2" JNO ANCHORS AT SILL r 1 B __JNO ANCHORS AT SILL _J NO ANCHORS AT SILL p—------- 1-1/4„ -1I I I SEE SILL WEEP- SEE SILL WEEP- I SEE SILL WEEP- SEE SILL WEEP- B (+ 54"MAX.BUCK WIDTH -�I�NOTCH DETAILS, _. SASH VISIBLE _� NOTCH DETAILS, ('� 54'MAX.BUCK WIDTH NOTCH DETAILS, NOTCH DETAILS, SHEET3 LIGHT WIDTH SHEET3 SHEET3 SHEET4 ELEVATION F_OR TYP.EQUAL LEG FRAME ELEVATION FOR TYP.FLANGE FRAME ELEVATIO FLANGE FRAME ELEVATION FOR TYP.FIN OR J-CHANNEL FRAME SHOWN WITH STANDARD COTTAGE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH ORIEL/PROVIEW CONFIGURATION - FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGHTHE.NAIL-FIN 75"HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS) GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES.........................1 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME,GLASS&ANCHOR 3)FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-0ADE COUNTY APPROVED MASONRY ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE,ASTM C90 OPTIONS.............................2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN.KSI PER ANCHOR TYPE. INSTALLATION,FLANGE& 4)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 EQUAL LEG/BOX.................3 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 INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL......................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 GLAZING DETAILS........................5 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 PRESSURES...................6-7 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.................8-10 7)DESIGN PRESSURES: EXTRUSION PROFILES................11 A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING 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 33-113%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),STH 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 •ASTM E1300-09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSUAFBPA NDS-2012 FOR WOOD CONSTRUCTION PRODUC T RI3VI3ED 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 n moptyia3 with de Fw.", 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/ •AISI-S100-07/S2-2010 Building Code { LIGHTER SHADES OF CAP COATED PVC EXTRUSION NONS;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSI/AF&PA NDS 8 C�•O ALUMINUM DESIGN MANUAL f"T'oP1°utt I'H' t4,:.s 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. Revised By: Dole: Revlslon: L'P��n1im,Date 'GC/ A)ADDED SPACERS Y JR 05/05/16 B USER INSTRUCTIONS: rOSHEET 1t• rtinmi}DndePmdisLCout�u(� 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE 7. Revised By: Dote: Revlslon: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS. a , 3)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN ® Desaiption: Drawn By: PRESSURE FROM TABLES 4-8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW - OPENING OBTAINED INSTEP I. IK �b GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11.VERIFY THE ANCHORISUBSTRATE WILL MEET REQUIREMENTS FOR 6 1070 TECHNOLOGY DRIVE Title: Dote: YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN,REQUIREMENTS FROM THIS SHEET-SET ARE MET. 5)INSTALL ASPER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRALFIN INSTALLATION. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, /•'•/ i' '-�'?' Series/Model: Scale: Sheet: Orowfng No. Rev: INTEGRAL FIN OR EQUAL LEGIBOX). A!LYNN,M,SB705 CERT. OF AUTH. 029296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A P,E.1158705 TABLE 1:ALLOWABLE GLASS TYPES Frame Glass Frame Frame Glass Description(Listed from Exterior to Interior) Design Pressure �., Options Table# Sheet# Conflgs. Shapes Installation Options that may be used see Fig A) (see Fig C) 5 7/8"Leminat' .:1/8"A Exterior Cap+7/16"Air Space+5116"Laminated;(2)Liles of 1/8"A Glass with.090'PVB Interlayer 4,5 6 e (se Table 1) ( aminated I.G.:1/8"T Exterior Cap+7/16"Air Space+5/16"Laminated;(2)Liles of 118"A Glass with.090"PVB Interlayer 4,6 6 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 Equal-Lite, Square/Rett., 7 778"Laminated I.G.:3116"A Exterior Ca +318"Air Space+5116'Laminated; 2 Liles of 1/8"A Glass with.09D"PVB Intedayer 4,6 6 Flange Through the frame ....into Concrete/CMU-sheet 3,option 2 P P () y #2 5-16 Oriel/ProHew Arch-Top& of the window...... 8 716"Laminated I.G.:3116"T Exterior Cap+318"Air Space+5116"Laminated;(2)Lites of 118'A Glass with.090"PVB Intedayer 4,6 6 ( ) &Cottage Radius-Tap ....through 1X Buckstrip Into Concrete/CMU-sheet 3,option 3 9 718"Laminated I.G.:118"A Exterior Cap+7116"Air Space+5/16'Laminated;(2)Liles of 118'H Glass with.090"SG Interlayer 7 7 ....Into Metal-sheet 3,option 4 10 718"Laminated I.G.:118'T Exterior Cep+7/16"Air Space+5118"Laminated;(2)Liles of 118"H Glass with.090"SO Intedayer 7 7 ....into 2X Wood Frame/Buckstrip-sheet 3,option 1 ox I Equal-Lite, Square/Rect., Through the frame ....Into Concrete/CMU-sheet 3,option 2 11 7/8"Laminated I.G.:3/16"A Exterior Cap+3/8'Air Space+5/16"Laminated;(2)Utes of 1/8"H Glass with.090'SG Intedayer 7 7 Equal-Leg 5-16 Oriel/Pro+iew Arch-Top& g 12 716"Laminated I.G.:3/16"T Exterior Cep+318"Air Space+5/16"Laminated;(2)Liles of 118"H Glass with.090"SG Intedayer 7 7 (#4) &Cottage Radius-Top of the window...... ....through 1X Buckstdp Into Concrete/CMU-sheet 3,option 3 13 718'Laminated I.G.:1/8"A Exterior Cap+5116"Air Space+7/16"Laminated;(2)Liles of 3116"A Glass with.090"SG Intedayer 8 7 ....into Metal-sheet 3,option 4 14 718"Laminated I.G.:1/8'T Exterior Cap+5116"Air Space+7116"Laminated;(2)Liles of 3116"A Glass with.090"SG Intedayer B 7 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Equal-Lite, Square/Rett.,integral fin...... •.,,into Metal-sheet 4,option 7 15 718"Laminaled I.G.:3/16"A Exterior Cap+114'Air Space+7116"Laminated;(2)Lites of 3116"A Glass with.090"SG Inledayer 7 7 J-Channel P #1 5-8 Ori Cottage Arch Tap& ....into 2X Wood Frame/Buckstri sheet 4,option 6 16 7/8"Laminated I.G.:3116"T Exterior Cep+114'Air Space+7118°Laminated;(2)Liles of 3/16"A Glass with.090"SG Intedayer 7 7 ( ) 8 Cottage Radius-Top Through the(tame P- P of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME ' GLASS TYPES S.7,9,11,13 Through the ....into 2X Wood Frame/Buckstrip-sheet 4,option 5 Min.Edge Min. &15 MAY NOT BE USED IN Integral Fin Equal-Lite, SquarelRecl.,integral fin...... .,•,into Metal-sheet 4,option 7 Group ADChOf Substrate Distance Embedment' THE HVHz ABOVE 30'. #3 5-8 Od Cottage Arch Tap& into 2X Wood FramelBuckstd sheet 4,option 6 ( ) &Cottage Radius-Top Through the frame P- P #10 SMS P.T.Southern Pine(SG=0.55) 16" 1.3/8" of the window...... ••.-into Metal-sheet 4,option 8 (steel,18.8 S.S. Steel,A36• 3/8" 0.059' MIN.OF 3 THREADS Or 410 S.S.) Steel Stud,A653 Gr.33• 3/8" 0.0451"(18 Ga.) BEYOND THE METAL FIGURE A:FRAME CONFIGURATIONS FIGURE B:FRAME TYPES A Aluminum,6063.75' 3/8" 0.050" SUBSTRATE.FOR "A"=ANNEALED H"=HEAT STRENGTHENED P.T.SouthernPine(SG=0.55) 7116" 1_W811 STEEL STUDS, r1q fl�� MIN.LST KSI& "T"=TEMPERED 3116"steel Ultracon Concrete(min.2.85 ksI) 1" 1-3/8" MIN.Fy=33 KSI. / / 2 "PVB'=.090"BUTACITEm PVB Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" 0� 4 fl BY KURARAY AMERICA,INC. P.T.Southam Pine(SG=0.55) 316" .050 "UNGROUTED CMU" "SG"=.090"SENTRYGLAS® #12 SMS VALUES MAYI Q BOX OR Q Steel,A36• 3/8" 0.050" USED FOR GROUTED � / FLANGE EQUAL- INTERLAYER BY KURARAY B (steel,18-3 S.S. / Q AMERICA,INC. or 410 S.S.) Steel Stud,A653 Gr.33• 310" 0.0451"(18 Ga.) CMU APPLICATIONS. I LEG Aluminum 6063-T5* WIT, 0 0 EQUAL-LRE ORIEL COTTAGE 1/4"steel Ultracon Concrete(min.2.85 ksi) V. —1-3/4" C Ungrouted CMU,(ASTM C-90) 2-112" 1-1/4" FIGO E C:FRAME SHAPES 1/4"steel Creteflex Concrete(min.3.35 ksi) 1" 1-3/4" BUCK WIDTHBUCK WIDTH I-+ ►ISUCK WIDTHI-- 1/4"steel Ultracon Concrete min.2.85 ksi) 2-1/2" }TT T 1/4"s ee tracon P.T.Southem Pine(SG=0.55) 1-318" F = 1 g 3 fl 114"steel Creleflex Concrete(min.3.35 ksi) 2-1/2" 1-3/4" cn �^ INTEGRAL Ungrouted CMU,(ASTM C-90) 2-1/2" 1-1/4" _ _ __ _ c9 i J-CHANNEL Q FIN D 1/4"steel Creleflex Y Y w Y cs P-T.Southern Pine(SG=0.55) 1" 1318" O O x O w 1 114"steel Aggre-Gator Concrete(min.3.275 ksi) 1-1/2" 1-318" m m w m J= P.T.Southern Pine SG=0.55 1" 1-3/8" 1/4"steel Aggre•Gator Grouted CMU,(ASTM C-90) 2" 2" r RECTANGULAR RADIUS-TOP ARCH-TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY I'RODUCr REVISED TABLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ns camplyins wish the Pioddr. Durldinp Cede Group Anchor Substrate Min.Edge Min. DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM Amptuncet4,b I�a" 7/4.�3 Distance Embedment' THE TABLES ON SHEETS 8-10. L'xpimrkM Ua . 2�2� E 2-1/2'x.131"Common Nail P.T.Southern Pine(SG=.55) 318" 2-7/16" , Rev see Dy Dote: Revisron: 2.1/2"Ring-shank Roofing Nail P.T.Southern Pine(SG=.55) 3/8" 2-7116" Pr de o Mfiami oPr fan rill/..- P.T.Southern Pine(SG=.55) 1/2" 1-3/8" Re4s d ey. Date: Revislon: #10 Tmsshead SMS Aluminum,6063-T5" 39" 0.050" (steel,18-8 S.S. . % '. Steel Stud,Gr.33' 318" 0.0451"(18 Ga.) O Dascription: Drown Dy: F or 410 S.S.) steel,A38• 318" 0.0501, 'MIN•OF 3 - 1 H l6 GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THREADS BEYOND (ten Dofe: P.T.Southern Pine(SG=.55) 9116" 1-318" THE METAL !; 1070 TECHNOLOGY DRIVE ntte: 012 SMS Aluminum,6063-TS• 318" 0.063" SUBSTRATE.FOR N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (steel,18-8 S.S. Steel Stud,Gr.33• 31811 0.050" STEEL STUDS, .'• - I•• (941)-480-1800 or 410 S.S.) MIN.Fu=45 KSI& -0'• Serfee/Model: Scale: Sheet: Drawing No. Rev: Steel,A36' 318" 0.050" MIN.Fy=33 KSI. A.LYNN•MIU;Eft I�,E. CERT. OF Al1TH. X29296 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P.E.a 68705 INSTALLATION DETAILS FOR FLANGE&EQUAL-LEG/BOX_ FRAMES I_N_STALLATIO_N OPTION 2 INSTALLATION OPTION 3 ANCHORED THROUGH—FRAME ANCHORED THROUGH FRAME AND IX INSTALLATION DIRECTLY INTO CONCRETE/CMU. BUCKSTRIP INTO CONCRETEICMU. OPTION 1EDGE DISTANCE SEE NOTE 2.THIS SHEET. BEDMENT ANCHOREDTHROUGH EMBEDMENT II FRAME INTO 2X WOOD - - 1/4"MAX SHIM FRAME OR BUCKSTRIP. —� 16 1/4"MAX S I • \ SEE NOTE 2,THIS SHEET. C�C� EMBEDMENT - SASH VISIBLE 17 EDGE EDGE " �� 18 LIGHT WIDTH o O ,•° DISTANCE FLANGE FRAME - DISTANCE D SHOWN 44 BALANCE TYPE VARIES T P.ANCHOR 'MAX TYP.ANCHOR TYPE, 42 WITH SASH -- - - -_ - -- ° PE, �� -- SHIM EMBEDMENTDGE °° ' WEIGHT 54 - MBEDMENT TYP.ANCHOR TYPE, EDGE � 30 AND EDGE EMBEDMENT AND EDGE DISTANCE PER �❑ 31 DISTANCE PER DISTANCE PER SUBSTRATE, SUBSTRATE, D. O ���JJJ I ED SUBSTRATE, OSEE TABLE 2,SHEET 2. SEE TABLE 2,SHEET 2. EXTTIE-IRRIOR DIS NCE SEE TABLE 2, o I " 87 ° SHEET 2. FIXED VISIBLE FIXED 20 OPT.SASH TOP —►{ LIGHT WIDTH FLANGE FRAME VISIBLE LIFT LIFT RAIL O '(L `�f LEGIBOX FOR ALL WINDOWS: NOTES: SHOWN r BUCK WIDTH LIGHT FRAME HEIGHT I ANCHOR @ 3.55" HORIZONTAL SECTION A-A SHOWN 49 48 -, FROM END AND AT 1)USE ONLY 21 CENTER. SUBSTRATE-APPROPRIATE 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, SHEET 2.FOLLOW EMBEDMENT AND OVER 38"WIDE: DADE APPROVED MULLION,F8C COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD. 72 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. 104 45 46 47SCREWS @16-3/8" INSTALLATION OPTION SHOWN MAY IN 35 FROM END. BE USED ON ANY SIDE OF THE /� — WINDOW. FOR WINDOWS WITH 1!4"MAX. / BOTTOM LOCKS: SHIM / #10 OR#12 STEEL 114"MAX. BUCK 16 ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING SHIM HEIGHT SCREWS @ 8-3/B" USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 �- FROM END. SHEET 2.ALL WOOD BUCKS LESS TABLE 2, LOD - 30 THAN 1-1/2"HICK ARE TO BE SHEET 2. SASH CONSIDERED 1X INSTALLATIONS.1X U _ EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS 16 DEPICTED AS 2X ARE 1-1/2"THICK OPT. ) 86 USE EITHER GREATER. AND 2X BUCKS (WHEN I I�/� ❑/� LATCH OR (WHEN USED)SHALL BE DESIGNED IILJII U u (2)1" 81 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOADS TO FLANGE n EQUAL INTERIOR - ____ / TESTED UNRTHE STRUCTURE.WOOD BUCK FRAME n LEG/BOX - WEEP �/ FROM SASH END. RESPONSIBILITY OF THE LOCATION:6�-518" DESIGN AND I ENGINEER ON IS THE SHOWN UD�o - SHOWN FRAME NOTCHES AT EACH END. 80 OR ARCHITECT OF RECORD. EXTERIOR 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION I l INSTALLATION (ALSO REFERRED TO AS DAYLIGHT OPTION 4 v OPTION 4 PRODU(,'T RLVISGD 67 OPENING)IS MEASURED FROM as wmptyi.g with Me e1.a;T'a " AX SHIM ANCHORED THROUGH ANCHORED THROUGH nnildm Code EQUAL-L G/B N �r- = 0 1/4BEADING TO BEADING. FRAME INTO METAL FRAME INTO METAL Acceplwcc No d3 FRAME HOWo CnM, ratwn Omo L e/� Revised By. Data: Revision. BY 1 .27"X 1.25" � N ANCHORS � Mlinntl ndc Pmduet Cnnlrbi-" WEEPHOLE EQUED IN VISIBLE LIGHT FORMULAS Revised By: IROct.: Revision., W/COVER @ FLANGE OR ' 2.87"FROM EQUAL-LEG WIDTH _..t EACH END. FRAME SILLS @SASH:BUCK WIDTH-6-112" .: ® Deacriptlon: Drawn By: @ FIXED LITE:BUCK WIDTH-4-3/8" �6; : ':: FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKI • ° HEIGHT(EQUAL-LITE) `• 1070 TECHNOLOGY DRIVE Tips: Date: VERTI CTION B-B BUCKHEIGHTl2-3-15!16" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 Series/Modek Scat.: Shoot: Drawing No. Rev: A.L,Y.NN MIL((..'I,R,P:E. CERT. OF AUTH. #29296 SH-5500 NTS 3 OF 13 MD-SH5500-01 A P:E.i-50'/OS INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN WOOD FRAME OR BUCKSTRIP.SEE INTO 2X WOOD FRAME OR INSTALLATION OPTION 5 ; EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE 2,THIS SHEET. {�— EDGE DISTANCE ANCHORED THROUGH INTEGRAL Imo- EMBEDMENT - FIN INTO 2X WOOD FRAME OR O114'MAX SHIM 1/4"MAX SHIM BUCK-STRIP.SEE NOTE 2,THIS —�- EDGE DISTANCE 16 SHEET. TYP.ANCHOR TYPE, SASH VISIBLE 17 J-CHANNEL - EMBEDMENT AND EDGE ❑� 16 LIGHT WIDTH =a ❑ FRAME _ 1 DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. . o (SCREW SHOWN) 44 BALANCE EMBEDMENT TYPE VARIES 11/4"MAX SHIM r— 42 WITH SASH o O EDGE WEIGHT 54 _ 1 TYP.ANCHOR TYPE, DISTANCE Q 30 EMBEDMENT AND EDGE 31 DISTANCE PER SUBSTRATE, L Q• _ a O SEE TABLE 3,SHEET 2. (NAIL SHOWN) EXTERIOR 67 I \a� TYP.ANCHOR TYPE, 3 INTEGRAL EMBEDMENT AND EDGE 19 I� _� FIXED VISIBLE 15 FIN DISTANCE PER SUBSTRATE, FIXED 20 OPT.SASH TOP LIGHT WIDTH FRAME SEE TABLE 3,SHEET 2. / - J-CHANNEL SHOWN (NAIL SHOWN) VISIBLE LIFT RAIL FRAME 1 LIGHT HEIGHT FORALLWINDOWS: NOTES: SHOWN — 1 ANCHOR @ 3.55' BUCK WIDTH t I 49 I 48 FROM END AND AT 1)USEONLY HORIZONTAL SECTION C-C ' 21CENTER. SUBSTRATE-APPROPRIATE - 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 OVER 36"WIDE: OF SHEET 2.FOLLOW EMBEDMENT 1/4'MAX DADE APPROVED MULLION,FBC COMPLIANT ALUMINUNI/STEEL FRAMING OR STEEL STUD. 72 0 ADD ADDITIONAL AND EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. SCREWS @16-3/8' INSTALLATION OPTION SHOWN MAY SHIM 14 `5 46 47 35 FROM END. BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. zz BUCK "�� BOTTOM LOCKS: #10 OR#12 STEEL 1/4"MAX. HEIGHT0611 O D 16 � ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SELF-DRILLING - SHIM SCREWS @ 8-3/8' USED INTO WOOD AS PER TABLE 2, SMS(G5),SEE 85 -� FROM END. SHEET 2.ALL WOOD BUCKS LESS ❑ TABLES 2 8 3, ❑� 30 THAN 1-1/2"THICK ARE TO BE n SHEET 2. l D SASH CONSIDERED IX INSTALLATIONS. I ,( EXTERIOR VISIBLE 1X WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER SUBSTRATE.WOOD BUCKS y 6 LATCH(SHOWN) DEPICTED AS 2X ARE 1-112'THICK 86 J— 1- LO BOTTOM OR GREATER.1X AND 2X BUCKS nI /� R OPT. LOCK(SHEET 3). c-=—� 85 63 (WHEN USED)SHALL BE DESIGNED ILJI TESTED UNIT Q IN AND/OR Q (2)1" 81 O30 TO PROPERLY TRANSFER LOADS INTERIOR 31 LOCATION:6-516' TO THE STRUCTURE.WOOD BUCK n FLANGE REMOVED FROM SASH END WEEP . DESIGN AND INSTALLATION IS THE I I IN-FIELD IInfI N NTEGRAL FIN EACH END.OTCHESAT 80 NO ANCHORS OR ARCHITECT OFREONSIBILITY F RECORDF THE . FRAME FRAME SHOWN UD� 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 fl. OPTION 8 I•IiOD110'P R1iV1S1i17 \\ OPENING)IS MEASURED FROM ns cemplYing wilt:6h»i�tW1Na 1/4'MAX ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL 1lri"'ni Cnd- INTEGRAL FIN �C�� BEADING TO BEADING. INTEGRAL FINlFIANGE REMOVED) P t3 FRAME SHOWN _1 SHIM INTEGRAL FIN INTO METAL ( ) Aice o" Ne '--O 1 Revised By: Data: Revision: 1 ii*alit n Dn(e 70 W 27"X 1.25'WEEPHOLE , / 03. WICOVER @ 2.87" Miami udc Prodirel Cao rojr" 38 FROM EA EACH VISIBLE LIGHT FORMULAS Revised By. Dots: Revision: TYP.ANCHOR TYPE, �= EMBEDMENT AND EDGE --- EDGE DISTANCE WIDTH _ DISTANCE PER SUBSTRATE, @SASH:BUCK WIDTH-6.1/2' ® Description: Drown By: SEE TABLE 3,SHEET 2. EMBEDMENT @ FIXED LITE:BUCK WIDTH-4.3/8" SOWSKI � J6 J-CHANNEL&INTEGRAL FIN FRAMES J RO (SCREW SHOWN) ).,. Dole: HEIGHT-(EQUAL-LITE) 1070 TECHNOLOGY DRIVE 77tim INSTALLATION OPTION 5 VERTICAL SECTION D-D BUCK HEIGHT12-3-15/16" N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 ANCHORED THROUGH INTEGRAL FIN -�i;�, .;, (941)-480-1800 Series/Madel: Scala: Sheet: Drawing No. Rev: INTO 2X WOOD FRAME OR BUCK- A.LYNN MILLBR,A.E. STRIP.SEE NOTE 2,THIS SHEET. P.E.058705 CERT. OF AUTH, ((29296 SH-5500 NTS 4 OF 13 MD-SH5500-01 A qp /8"NOM. I�- 7/8 rtOM. �+— 7/8"NOM. --�{ 718'NOM. �+— 7/8"NO16"A/A PVB 5/16"A/A PVB 5/16"A/A PVB 5/16"H/H SG 7 16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 7/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3/16"T GLASS 1/8"A GLASS EXTERIOR y G-EXTERIOR EXTERIOR EX_f_ERIOR —-• 76-79 ASS TYPE GLASS TYPE 6 GLASS TYPE 7 GLASS TYPE S GLASS TYPE 9 —�{ 7/8"NOM. 7/8"NOM. �— �{ 7/8"NOM. –718"N0M. 718"NO �- 5/16"H/H SG 5/16"H/H SG 5/16"H/H SG I 7/16"A/A SG I 7/16"A/A SG 7/16"AIR SPACE 3/8"AIR SPACE 3/8"AIR SPACE 5/16"AIR SPACE 5/16"AIR SPACE 1/8"T GLASS 3/16"A GLASS 3116"T GLASS 1/8"A GLASS 1/8"TT GLASS �1 EXTERIOR a EXTERIOR EXTERIOR a EXTERIOR <'I EXTERIOR yN76-79 78-70 76-79 76-79 78-79 GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 13 GLASS TYPE 14 ---_I 7/8"NOM. 718"NOM. 7/16"A/A SG 7/16"A/A SG 112"NOM.GLASS GLASS TYPES 9 THROUGH 1/4"AIR SPACE--- 1/4"AIRSPACE 76-79 BITE TYP. '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 J_-- GLASS TYPES 5,7,9,11,13 76-79 7d-79 31 ___ _ ' &15 MAY N0T BE UBED IN EXTERIOR 75 THE HVHZ ABOVE 30'. PRODUCT'R1iVISED as complying with the Flctide a GLASS TYPE 15 GLASS TYPE 16 ILi9ding Gtde --- A,—ptnncc No! a .Q� 38 / 30 ll.pimtion Data 2D20 ' ,,1{•I:I i!;, Revised By: Date: Revision: ����❑ Revised Dy. Date: Revlsfon: Ntt""}llnde PrnduclQ hl •°. ° GLAZING NOTES: 'A=ANNEALED ® Description: Grown By: TYP. GLAZING DETAIL "H"=HEAT STRENGTHENED GLAZING DETAILS J ROSOWSKI 'T"=TEMPERED �p / I l I ,.�, Date: "PVB"_.090"BUTACITE PVB BY KURARAY AMERICA,INC. � 10 1070 TECHNOLOGY DRIVE 7idie: "SG"=.090-SENTRYGLASO BY KURARAY AMERICA,INC. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 FOR LAMINATED GLAZING COMPONENTS,SEE TABLE 1,SHEET 2. (941)-480-1600 f Series/Model: Scale: Sheet: Draw/ng No. Rev: `•A.,LVNN lu{iLLER,�P.�. CERT. OF RUTH. /29296 SH-5500 NTS 5 OF 13 MD-SH5500-01 A N.N '-' TABLE 4: TABLE 5: TABLE 6: z ON.Typo 0.lom Seen Design Pressure,Ibslf? olan orae.Types Design Pressure,lbs1N 9 4salpllm gt'a s.4h Heipm types De sign Pres sure,lbs!R2 Rain.L.val Renpv®Wndvv Raripa Ila) Wmdlw Buck W41,in 6,7&9 +1-50.0 Rz mhlsroxn a m46 52.1x5 +65.01-70.0 Ralnl.Level 23.5 EquVile 11.394 ,650 -70.0 .65.0 .70.0 Ro1nL Le V.1 R1 For all windmr8 sash slzas St,n ,a COWDo 14.517-15.670 465.0 .70.0 +65.0 -70.0 R2 Por all window ed sash sl- SEE TABLE 9,SHEET 8 FOR 28 Eq.W 11.563-14.616 465.0 .70.0 465.0 70.0 SEE TABLE 1 D,SHEET 9 FOR Slendaal PWm 11.377-11.562 405.0 .70.0 465.0 .70.0 ANCHOR GROUP AND QUANTITY. T.Ie t 2a5t7-2S.M6 .65.0 -70.0 .65.0 -70.0 ANCHOR GROUP AND QUANTITY. Stan Ncala9e 20.956-23.516 .65.0 '70.0 .65.0 .70.0 37.375 EquaHito 17.517-20.957 .65.0 .70.0 .65.1) •70.0 ' SlaMad Pralow 14517-17.616 .65.0 •70.0 .85.0 -70.0 0 ❑ sh4.le.l 11.377-14.616 ,65.0 •70.0 40.5.0 .70.0 Taen1 27.5&7-31.611 .65.0 -70.0 .65.0 1.70.0 Custom Slzo 26517.27.582 .65.0 •70.0 .65.0 -70.0 SWcDd WWII. 23.517-26516 .65.0 •70.0485.0 .70.0 HEADER 44 Eq.I418e 20.517-23.510 .65.0 .70.0 .65.0 .70.0 HEADER 61mded P,.V- 17.517-20.516 165.0 •70.0 465.0 •70.0 23 evu-sue 14517-17.516 .650 •70.0 .55.0 70.0 23 Shortest 11.3"-14.516 .65.0 •70.0 165.0 -70.0 Eq.. I 31.6°3-35911 .050 .70.0 .65.0 70.0 0 StwWwd Colt.W 26 65. 517-31.682 .65.0 .70.0 , 0 •70.0 0 Q EquaFeo 20.617.26.516 485.0 . •70.0 .65.0 •70.0 (I 0 MEETING RAIL 48 6t-bdPmdew 17.517.20.516 .65.0 •70.0 .05.0 .70.0 MEETING RAIL o QnlwnSa. 14.517-11.516 .65.0 .76.0 -WA -70.0 Q o 0 26 ° aslomsm 12517-14.516 -no -70.0 465.0 .70.0 27 ° EXTERIOR c 6Mde.l 11.3"-12.518 .85.0 -70.0 *W' .700 E%TERIOR_ 0 p W"t 3 206-37.63e 4850 -70.0 .65.0 -70.0 n 0 O a st.W.M C.tl.po 26517-33.207 +65.0 .760 465.0 .70.0 V O 23 Equal-filo 23.517.28.516 485.0 •70.D .65.0 .70.0 (23 45.°25 JAMB Cml.msae 20.517.23.519 .65.0 .70.0 405.0 •70.0 JAMB EXTERIOR SASH Slandud Praiew 17.517-20.516 185.0 -70.0 465.0 -70.0 EXTERIOR SASH a HEIGHT ca.l.msa. 14.617-17.516 .65.0 .70.0 466.0 .70.0 a HEIGHT Caaam6tze 12.517-14.510 465.0 -70.0 .65.0 -70.0 Shwlesl 11.3"-12518 .65.0 -70.0 465.0 .70.0 I Ta.1 36.517-41.044 .650 -70D .65.0 .70.0 I SmW,d Co)lape 31.517.36.516 465.0 .70.0 .650 .70.0 0 23 Eq..Hil. 26517-31.518 •65.0 .70.0 465A 1 70.0 23 - i6t.rdn4 Prate 23.517-26.610 485.0 •70.0 .05.0 .70.0 SILL o 02 Cuslemslze 20.517.23.516 .65.0 .70.0 .65.1) .70.0 SILL ueo - Cmmsbe 17.517-20.516 .65.0 .Too 465.0 .70.0 Custom size 14.517-17.518 +es0 70.0 .65.0 +18.1 Cust.m Slze 13.017-14.510 485.0 .70.0 465.0 67.3 ��� ❑ l4n sle.l 11.664-144010 465.0 -70.0 405.0 abs O� Te-I 36517-41.644 485.0 -70.0 .65,0 .70.0 C..tam Slze 38.517-39.516 465.0 .700 +65.0 .70.0 Eq.i.ae 35517-3 6516 .85.0 .70.0 .650 .760 75 . 61:e 32517-32.510 .65.0 .70.0 .05.0 .70.0 SECTION DETAIL FOR WINDOWS WITH SECTION DETAIL FOR WINDOWS WITH sl.law,ddPm4ee 29.517-32+510 105.0 -744.1) 105.0 .70.0 LEVEL R1 REINFORCEMENT&GLASS TYPES 5,6,7&8 C.4lomslz. 20.517.29.510 .e5.0 .70.0 .65.0 .67.3 LEVEL R2 REINFORCEMENT&GLASS TYPES 5,6,7&8 (REINFORCEMENTS SHOWN IN FIGURES ABOVE sw., zs.sta-x0.510 ,0540 -70.0 .65.0 446.5 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Egvarlae 38.517-41.844 455.0 -70.0 .�.a •70.0 APPLY TO ALL FRAME TYPES& CONFIGURATIONS) 04 C..binslz. 35517-3°.510 405.0 -70.0 .MIT 447.3 CONFIGURATIONS) 6Lvdwd Ptm;.m 33.618-35.519 .65.0 .70.0 485.0 448.5 PRODUCTREVISED 91.70 Taeest 41.644 .65.0 •70.0 .55.0 446.5 39 romplYi.9 Wilh Rh:FIA& SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. 11Rilriing(wide MIN.SASH HEIGHT=WINDOW BUCK HEIGHT-50.138 A1.cePh1°11 ''60 ��' � Revised W. Date: Revtslon: �elnr ni0 Date- SI R•limni )mtc Prcltlllcl Con11,f'"� Revised BY: Dote: Revision; \J NOTES: - Description: Drawn By. 1)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. DESIGN PRESSURE TABLE J ROSOWSKI •.� ��I'� vv II 1070 TECHNOLOGY DRIVE 7rtie: Dote: 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT ISAS PER THE FIGURE. N.VENICE, FL 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 - (941)-480-1600 Sertee/Model: Seale: Sheet: DmwlnO No'-SH o. Rev: ON THE TABLE. bi L'yNN�r,11LL j�'R.E. P.E.f759U5 CERT. OF RUTH. #29296 SH-5500 NTS 6 OF 13 MD-SH5500-01 A --- - m®ISM Imm®MMEMMMmmmMUMEMEM ®m � KIMMEMNIMEMEMEMMMIMMEMEMEMKIM Ili EMMIIIIIM91MUMEMEMIMMUM .II! ===MgmmmmcmcmcmmmmgmmmEMMMIMMMMEM MMEMNIMEMEMEMEMEmomma cmmmmmmmcmmmcmmmcmmmcmmm Ii =�mmmcMamcM9McwmmKMmmErMTMWMFMFmnmmmmmcmmmmmmmcMEMEMEMEMEMEM EM K==WMlMMcMmMcMmMcMmMKMmM ��EMEMEMEMRMEMCMEMEMEMIMMEMEMEMEMIMKMKMIM • , I 1 umcmamIMEMKIMUM ����������������� 13mmm mm��c���� ���������������� g3MMMgMgMCMMMgMMMMMEM l��FMTFIMMEMEMCMEMEMMMEMEMEMEMIMEMOMKMKM limilmommmummmimmmimimimmimEnimm 1070 . . N.• FIL 34275 (941)-480-160 CERT. 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DDD000000111=2000000l0QDDDQQQQDDDDQDDDDDDGIDDDDDDQDQDODDDDDDQDDODDQQQODDG �O�nODDDOQDDODDQDDDOCIDDDDDDDDDDQDDDDDDDDDOODDDDD00DD00 m;©QDDDQDDDDDDDDDDQDDDDDDDDDDDQDDDDDDDODDDDDDDDDDDDDD ��DDQQODDDDDODDDDDOQOQDDGIDDODQQDDQDOQDDDQDDDDDODDDOGD �,DDDDDDQDDDDD©DDDOQDDD®0<7DDDDDQD©DDp0000DDDD00D00�G ��ODDDQDDDDDQQQDQDDQQDDDDDDDDDDDD©©DDQD©DD©DODDDDDDDDD DQQDODDDQDDOQDDDGOQDDQGIQQODQDDQQDDODDDDDOQDDOQQDOGD vODDDDDDDODDQDDDDDDQDDDOGIQDDDDDDDDD0000DDDDD00000GG m©DDDQQDQQDDDDDD©QDDQDDD®QDDDQDQQDQQQQQ©QQDD©DD©DDD ��DQQQDDDDDDODDDQDODDDDQQOflQDDDDQ000QQQDDQQQOQODDODCG �ODOGIDODDDOQDDQDDDQQDDDD®DDDDD©DQQQDDDDODDDDOQOODCC.. ODQQQQDQDDDDDDDDDQQQQQDQQGIDDQDDDDDDDDQQQDQQQQQQDQQDD DQGIDDDDDDDDQDDDODDQDQDDODDDQQDDOQQQQQQQDDOQDDDDODD � ��ODDDDDDDDODDDDDDGDDDDDDOD®DDQQDDQDDDDOQDDQDDOOODGC ODQDDDDDDDDDDQDQCIDDDDDDDD®DDQDDDQDQQQQQDQDDDDQQQDD BDDDDQDDDDDDDDDDQDDQDDDDDDQDQDQCIQDDQDDDDDDODQQQQQDDDDD . DDDDQQQQQDQQQQQDDDDQQQDDDDQCIQQQODDDDDQDDODDDDDDODDG _ ODODO®DD©©DDDDODD©DDDOD©DOD�00©©DQOD©DD©0�©DGQ o'oDODov00000vva000vDvvooavoovvoovDvvovvvvvvvvovvvoao. DDQQQQQDQDDDQDDDDDQQQQQDDQDQDQGIDDDQDDQQDQDDDDDDODQG' ��,Q00©oODDDDQQDDD�CDDDDD©ODDDOD©©DDD©D©OOp©D©©DOg00DG 3.500• 3.500" 3.500" 3.500" -�I�- .062" SII+-- .062" - - .062" - .062" _ E / D .070• ��- .060" 1-4 ,.,84" r+- 1.483" a -- 1.483" 1.483 1.483' 715" 070" F--- - r IOU r�C�0OTH (-,�F�N�GE o [� a u -- . •11 .625" J-CHANANMEBL FRAME .625" FRAME 1 375" FIN FRAME EQUAL LEG FRAME -^I 1.185'. ~1 I+- 150" 1.375" "- HEAD/JAMB OO HEAD/JAMB O HEAD/JAMB LIGHT SASH @ HD SASH r 23 REINFORCEMENT 25 REINFORCEMENT 070° --+- 1.182" r•�- 3.483" �� 3.483" �� 3.483" �{ 3.483• �� � 070" -II+ .osz --►11� osz" -OI+ osz" ��.D3s" _. .� -►��+- .062" � .791" 1.041" L 130" 2.444" 2.444" 2.444" �•{ 1.331 +- -►i 1.340" I+- driJ�� a[� D /�zl�fl= � 2'444 26STANDARD 27 REINFORCEMENT JIIL I(L -I MEETING RAIL HD MEETING RAIL r � n� REINFORCEMENT a� .625" O I-CHANNELFLANGE FRAME SILL 625 O FRAME SILL 1 375• \_l SILL FIN SME `J FRAME SE 1.37LL 5° ` J 1.872" -� � 1.641" -- I ,.215" .y11�1 � 2.100J" � . ��1.�72 1.630" .375" - 1.376" 2.1764 974 �.__ {-�►T 7' 355" 590597. .050" J 3 .070" 070" 060" 050" - I 1.000" I+- 035" - 1 SASH STOP I LIFT RAIL LIFT RAIL BE LE BEVELED FIXE BALANC MEETDING RAIL ,6 SASH RAIL 17 COVER E 78 SCREW COVER ,9 NTERLOCK 20 NTERLOCK COVER 2, N ERLOCK r 22 INTERLOCK COVER 'RODI ICT Rr.ViSElD ss complying with Oro Fkb,!& ::,:ilding Cade A' pl"mNo x(0.0714_ E.1pinuinn.Du(e_ 020 `�•, +,�, Revised By; Date: Revfefan: lay .316" I ,. Ivlim I).k pmd1.4 conha' ' ;%''/ .864" ,75.. .300" :.• Revised By: Data: Revision: II u.754" �.7T50" . .035" --►�� .025" - -{ ® Description: Drawn By: �LAMI IG ROLLED I - 6 (�(�(6 WINDOW EXTRUSIONS J ROSOWSKI 72 BEADING C-1)SCREEN FRAME 82 SCREEN FRAMEDate: 1070 TECHNOLOGY DRIVE Atle: N. VENICE, FL 1070 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)-480-1600 Series/Modal: Scofe: Sheet: Drawing No. Rev: Atl:y(JN;M�LLI'Ii,P.E. CERT. OF Al1TH. �j29296 SH-5500 NTS 11 OF 13 MD-SH5500-01 A REA 68705 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL BIII of Material BIII of Material,cont STRUCTURAL SILICONE # Part# Description Materlal # Part# Description Material STRUCTURAL 1/4"NOM. FOAM 3116"NOM. 1 620101 Single Hung Frame ead&Jambs-J-C annel PVC 45 720197 Auto Lock Mechanism C Steel POLYISOBU11 fi TYLEN WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zinc WITH DESICCANT DESICCANT 16 3 620103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zinc EXT.GLASS EXT.GLASS 4 620104 Single Hung Frame Head&Jambs-Equal Leg/Box PVC 48 76X1180PTX #6 x 1-1/8"Ph.FH SDS(Auto and Sweep Lock Screw) SS 5 620105 SHIDH Frame Sill-J-Channel PVC 49 720200 Auto and Sweep Look Keeper Cast Zinc 6 620106 SHIDH Frame Sill-Flange PVC 50 76X34PPA #6 x 3/4"PH.PH SDS(Keeper Screw) SS 7 620107 SH/DH Frame SIII-Fin PVC 51 420181 UR Beveled Till Latch Comer Key PVC INT.GLASS INT.GLASS 8 620108 SH/DH Frame Sill-Equal Leg/Box PVC 52 420182 UR Pull Rail Till Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7634PHFL #6 x 3/4"Ph.FH SDS(Comer Key Screw) SS (7s KODISPACE 77 SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420183 Tilt Latch PVC v 4SG TPS O SPACER NXTrM 17 620134 Balance Cover PVC 55 420184 Tilt Latch Retainer PVC 18 620133 Sash Slap/Screw Cover PVC 56 720207 1"Tilt Latch Spring SS 19 620156 Pull Rall Interlock 6005 T5 Al 57 420186 Plastic Tilt Latch Finger Pull PVC ALUMINUM 20 620144 Pull Rail Interlock Cover PVC 58 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT POLYISO- DESICCANT FILL AREA BUTYLENE--VINT.GLASS 21 620157 Beveled Interlock 6005 T5 At 59 420180 Pivot Bar Comer Key PVC 5116"NOM. 22 620145 Beveled Interlock Cover PVC 60 720206 Pivot Bar SS 5116"NOM. SEAL BUTYL& /7 LICONE SEAL 23 620150 Light Sash Reinforcement 6063 T6 Al 63 720191 Sash Pull Handle Cast Zinc DESICCANT / ROLL-FORMED 25 620152 HD Sash Reinforcement 6063 T6 At 64 720194 Sash Pull Handle With Latch Assembly Cast Zinc FOAM STAINLESS STEEL 26 620153 Standard Meeting Rail Reinforcement 6005 T5 At 65 7834FPT #8 x 3/4"Ph.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meeting Rail Reinforcement 6005 T5 At 66 420188 Bottom Latch Strike Plate Cast Zinc EXT.GLASS 30 61644 Weatherstrip,.187"x.270"Fin Pile 67 7858B #8 x 5/8"Ph.FH SMS(Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 720135 Lami I.G.Bead PVC 32 61719 Weatherstrip,.187"x.220"PolyPiie 74 Backbedding,GE 7700 or Dow 791 Silicone INT.GLASS 33 61825 Weatherstrip Plug,.220"Finseai 75 1 71646N lSetting Block(7/8"x 1"x 1/8"),85+/-5 duro. EPDM 351 78X1MTTT #8 x 1"Ph.PH SDS(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum DURASEALD XL EDGETM 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 61011 Roll-Formed Screen Frame Alum 7s SPACER 79 SPACER 37 71669SP Meeting Rail Screw Support Plate 6063 T6 AI 82 7CKGLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)000( Constant Farce Balance 84 47041 Screen Comer Key without Pull Ring X 2 PVC 41 #8 x 3/4"Ph.FH SMS(Con.Force Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 87 161635/616141.140"Screen Spline(Machine/Hand Rolled) Vinyl 44 1 78X114FPAX 1#8 x 1-1/4"Ph.FH SMS(Spiral Balance Screw) I 410 SS Part# Description Material 76 Kommeding 4SG TPS Spacer System PRODUCYREVJSEU 77 Quanex Super Spacer nXTwith Hot Melt Butyl See this o9 complying with tiro F6gidn Sheet for llnthtius Cade n�cc rx u Nn o3 78 Quanex Duraseal Spacer Materials L':cpinilianlY.rte v _-__��'lp 79 Cardinal XL Edge Spacer " RevI ed Ey: Date. Revlefon: f REFERENCE TEST REPORTS;FTL•8717,8968&8970 JR 05/05/16 A)ADDED SPACERS Minmi)nJe ProMaCCwymt� Revised Ry: Dote: Revielon: Dencdptfon: Drawn 6y. ��Itilj6 BILL OF MATERIAL(BOM) J ROSOWSKI .... ,.. 1070 TECHNOLOGY DRIVE 7711.: Date: N. VENICE, FL 34275 NOTES_ SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 •',,"' (941)-480-1600 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE. ••''�,`'HN�' Sertee/Model: Sccle: Sheet: Orowing No, Rer. 2)ITEMS#9-13,15,24.28,29.34.39,61,62,68-71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. A•LY M P.E.908705 705 .E. CERT. OF A—. #29296 SH-5500 NTS 1 12 OF 13 MD-SH55OO-01 I A I OPT.SWEEP LOCK OPT.AUTO LOCK 18 47 0 OR 58 - . - r ,f 051OR 52 55 45 OPT.PULL RAIL 182 OR B04 19 INTERLOCK& COVER 86 35 OPT. BEVELED MITERED FRAME WITH 21 INTERLOCK INTERIOR AND EXTERIOR 16 d &COVER FRAME WELDS 54 y 72 X4 /,-@X4 53 50 0 OR 61 (44 D ------------- 14 --------- SCREEN 49 60 OPT.PULL HANDLE ASSEMBLY WITH LATCH DETAILS 41 0- OR 83 400 - CONSTANT FORCE BALANCE OR - -------- OPT.PULL 40.OR 43 --(4M2Q SPIRAL BALANCE HANDLE SCREEN 63- 67 MITERED FRAME WITH INTERIOR AND EXTERIOR SASH ASSEMBLY FRAME WELDS 66 DETAILS EXTERIOR .. . .......... 5V3ATTAn7 de,i AW lillil".9 Cde ----------- A-i t.m IG-0 4-03 ---------- ------------------------------ ----------------- FRAME R-i-d Or. Date. R.'I'ron: ASSEMBLY DETAILS ftW-d Dr. Date: Revision: G DanrlpVon: Grown 8y: EXTERIOR EXPLODED ASSEMBLY J ROSOWSKI �1116 NOTES: (;T 1070 TECHNOLOGY DRIVE ]rile:la: 1 SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION LM 05/15/15 2)J-CHANNEL FRAME SHOWN.PARTS 1111&5.OTHER FRAME TYPES APPLY. •• (941)-480-1600 FOR REIN at: Row 3) REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6&7. /"A.•LlYNN,MILLL.K.,KE serleslModel. -11! Drawing No. 4 USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS. I P.E.0 58705 CERT. OF AM. #29296 SH-5500 Scale: Sheet: jshl3 OF 13 MD-SH5500-01 A I Do