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2017 Duna Vista Ct RESA20-0019 RevisionDESCRIPTION ACCOUNT QTY PAID PermitTRAK $50.00 RESA20-0019 Address: 2017 DUNA VISTA CT APN: 169506 1624 $50.00 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 TOTAL FEES PAID BY RECEIPT: R15346 $50.00 Printed: Tuesday, March 30, 2021 1:28 PM Date Paid: Tuesday, March 30, 2021 Paid By: Pablo Creek Construction Pay Method: CREDIT CARD 439318188 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15346 I I I I I I ~+; CENTRALSQUARE Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us I"' I Revision to Issued Perm it OR D Corrections to Com me nts .. All INFORMATION HIGHLIGHTED IN GRAY IS REQU I RED. PERMIT #: resa-20-0019 Date: 03/24/2021 Contact Phone: ~) 2~9404 Em ail: Blake@pablocreekconstruction.com Des cription of Proposed Revision/ Corrections: L. affirm the revision/correction to com ments is inclusive of the proposed changes. (printed name) • Will proposed revision/corre ctions add additional square footage to origi nal submittal? 0No D Yes (a dd itional s.f. t o be added: ____________ ) •~ill proposed revision~~orre<=:ions ad~ add'.ti~nal increase in building value t o original submittal? l!::.)No O•ves (add1t1onal increase m build mg value: $_...,......_.......,,.. ___ _, (Contractor must sign If increase in valuation) (Office Use On ly) IYApproved D Denied D Not Applicable to Department Permit Fee Due $ ------ Revision/Plan Review Comments ____________________________ _ Department Review Required: Bui lding Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updott d lO/l 7 /lB PRODUCT A P P R O V A L I N F O R M A T I O N S H E E T F O R T H E C I T Y O F A T L A N T I C B E A C H , F L O R I D A ( * R E Q U I R E D ) *Project Address: 2017 D u n a V i s t a c t P e r m i t # : r e s a - 2 0 - 0 0 1 9 *Owner/Project Name: _J_o_ h _ n _ W _ o _ l _ f e _ l _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ As required by Florida Statut e 5 5 3 . 8 4 2 a n d F l o r i d a A d m i n i s t r a t i v e C o d e R u l e 9 8 - 7 2 , p l e a s e p r o v i d e t h e i n f o r m a t i o n a n d p r o d u c t a p p r o v a l n u m b e r ( s ) f o r the building components lis t e d b e l o w a s a p p l i c a b l e t o t h e b u i l d i n g c o n s t r u c t i o n p r o j e c t f o r t h e p e r m i t n u m b e r l i s t e d a b o v e . Y o u s h o u l d c o n t a c t y o u r product supplier if you do n o t k n o w t h e p r o d u c t a p p r o v a l n u m b e r f o r a n y o f t h e a p p l i c a b l e l i s t e d p r o d u c t s . I n f o r m a t i o n r e g a r d i n g s t a t e w i d e p r o d u c t approval may be obtained at : w w w . f l o r i d a b u i l d i n g . o r g . .. '. > "categcrry'/siibcategory· ' " ? ~ ~ : . " ' : ~ M a n u t a t i u r e ~ ~ ~ ~ , P r o d u c t _ D ~ r i P . i i ~ n i ~ ~ r n , & t i o ' i f o f u s e ' ~ , ~ S t a t e # ~ - L o c a l # ._,, . . ' ' " ¥ · ~ • • • . . • ' _ , . , , , A. EXTERIOR DOORS 1.Swinging P l a s t p r o e x t e r i o r d o o r s F L 1 7 3 4 7 . 1 2. Sliding 3. Sectional 4. Garage Roll-Up 5. Automatic 6. Other B.WINOOWS 1. Single hung P G T M D - S H S S 0 0 - 0 1 F L 2 3 9 . 1 2. Horizontal slider 3. Casement 4. Double hung 5. Fixed 6. Awning 7. Pass-through 8. Projected 9. Mullion 10. Wind breaker 11. Dual action 12.0ther P a g e 1 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 : _·-c:ategory/Su6cate1orj . • • • . . M a n u f a c t u r e r P r o d u c t O e s c r i p t l o n U m l t a t l o n o f U s e S t a t e # l o c a l # C. PANEL WAll 1. Siding J a m e s H a r d i e L a p / P a n e l F L 1 3 1 9 2 . 2 2. Soffits 3. EIFS 4. Storefronts 5. Curtain walls 6. Wall louvers 7. Glass block 8. Membrane 9. Greenhouse 10. Synthetic stucco 11. Other D. ROOFING PRODUCTS 1. Asphalt shingles 2. Underlayments 3. Roofing fasteners 4. Nonstructural metal roof 5. Built-up roofing 6. Modified bitumen 7. Single ply roofing 8. Roofing tiles 9. Roofing insulation 10. Waterproofing 11. Wood shingles/shak e s 12. Roofing slate 13. Liquid applied roofin g 14. Cement-adhesive coats 15. Roof tile adhesive 16. Spray applied polyurethane roof 17.0ther t " P a g e 2 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 In addition to completing the a b o v e l i s t o f m a n u f a c t u r e r s , p r o d u c t d e s c r i p t i o n a n d S t a t e a p p r o v a l n u m b e r f o r t h e p r o d u c t s u s e d o n t h i s p r o j e c t , t h e Contractor shall maintain on th e j o b s i t e a n d a v a i l a b l e t o t h e I n s p e c t o r , a l e g i b l e c o p y o f e a c h m a n u f a c t u r e r ' s p r i n t e d s p e c i f i c a t i o n s a n d i n s t a l l a t i o n instructions along with this Prod u c t A p p r o v a l S h e e t . I certify that this product approv a l l i s t i s t r u e a n d c o r r e c t t o t h e b e s t o f m y k n o w l e d g e . I f u r t h e r c e r t i f y t h a t u s e o f d i f f e r e n t c o m p o n e n t s o t h e r t h a n t h e ones listed in this document mu s t b e a p p r o v e d b y t h e B u i l d i n g O f f i c i a l . •contractor Name (Print Name) : L e l a n d B l a k e J o r d a n •company Name: Pablo Cre e k C o n s t r u c t i o n •Mailing Address: 29 Oakwo o d r d *City: Jacksonville Bch * S t a t e : _ F _ I _ _ _ _ _ _ _ _ * Z i p C o d e : _ 3 _ 2 _ 2 _ 5 _ 0 _ _ _ _ _ _ _ _ _ _ *Telephone Number: ...:.(9_0_4_) _2 _ 0 _ 0 _ - 9 4 _ 0 _ 4 _ _ _ _ _ _ _ * E - m a i l A d d r e s s : B l a k e @ p a b l o c r e e k c o n s t r u c t i o n . c o m Cell Phone Number: (904) 20 0 - 9 4 0 4 F a x N u m b e r : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P a g e 4 o f 4 U p d a t e d 1 0 / 1 7 / 1 8 NOA No. 20-0401.03 Expiration Date: July 30, 2025 Approval Date: July 23, 2020 7/16/20 Page 1 MIAMI–DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/building PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami-Dade County) and/or the AHJ (in areas other than Miami-Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami–Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series “SH-5500” PVC Single Hung Window – L.M.I. APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled “Single Hung Window Installation - LM”, sheets 1 through 13 of 13, dated 05/15/15, with revision C dated 03/10/20, 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 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 and renews NOA No. 17-0630.05 and consists of this page 1 and evidence pages E-1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMl·DAD• t(•i•mt• Manuel Perez, P.E. Product Control Examiner NOA No. 20-0401.03 Expiration Date: July 30, 2025 Approval Date: July 23, 2020 E - 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA’s A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under 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 B dated 06/06/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05) 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® NXT™ spacer system and XL Edge™ spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 16-0714.03) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7964, dated 11/15/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 5500 PVC single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7966, dated 08/21/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15-0519.05) Manuel Perez, P.E. Product Control Examiner NOA No. 20-0401.03 Expiration Date: July 30, 2025 Approval Date: July 23, 2020 E - 2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA’s (CONTINUED) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/15/15 and 08/29/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 15-0519.05) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their “Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers” dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their “SentryGlas® (Clear and White) Glass Interlayers” dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their “White Rigid PVC Exterior Extrusions for Windows and Doors” dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their “Bronze and Lighter Shades of Cap Coated White Rigid PVC Exterior Extrusions for Windows and Doors” dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their “Performance Core Rigid PVC Exterior Extrusions for Windows and Doors” dated 09/15/16, expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC 6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 17-0630.05 3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under NOA No. 16-0714.03) 4. 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 NOA No. 15-0519.05) Manuel Perez, P.E. Product Control Examiner NOA No. 20-0401.03 Expiration Date: July 30, 2025 Approval Date: July 23, 2020 E - 3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA’s (CONTINUED) G. OTHERS 1. Notice of Acceptance No. 16-0714.03, issued to PGT Industries, Inc. for their Series “5500” PVC Single Hung Window - L.M.I. approved on 08/18/16 and expiring on 07/30/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. MD-SH5500-01 titled “Single Hung Window Installation - LM”, sheets 1 through 13 of 13, dated 05/15/15, with revision C dated 03/10/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTM F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsil 791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window (unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window (unit 9 in proposal) and FTL-20-2107.4, PGT PW7620A Aluminum Fixed Window (unit 10 in proposal) dated 07/13/20, all signed and sealed by Idalmis Ortega, P.E C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 05/15/15, 08/29/17 and updated on 03/10/20 to the new FBC 7th Edition (2020), prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) Manuel Perez, P.E. Product Control Examiner NOA No. 20-0401.03 Expiration Date: July 30, 2025 Approval Date: July 23, 2020 E - 4 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINUED) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their “Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers” dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their “Kuraray SentryGlas® XtraTM (SGXTM) Clear Glass Interlayer” dated 05/23/19, expiring on 05/23/24. 3. Notice of Acceptance No. 18-0122.02, issued to ENERGI Fenestration Solutions USA, Inc., for their White Rigid PVC Exterior Extrusions for Windows and Doors, approved on 03/08/18, expiring on 02/28/23. 4. Notice of Acceptance No. 18-1217.15, issued to ENERGI Fenestration Solutions USA, Inc., for their Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 04/16/20. 5. Notice of Acceptance No. 18-1217.16, issued to ENERGI Fenestration Solutions USA, Inc., for their Performance Core Rigid PVC Exterior Extrusions for Windows and Doors, approved on 01/17/19, expiring on 02/04/21. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 6th Edition (2017) and the FBC 7th Edition (2020), dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated March 10, 2020, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda, P.E. G. OTHERS 1. Notice of Acceptance No. 17-0630.05, issued to PGT Industries, Inc. for their Series “SH-5500” PVC Single Hung Window - L.M.I. approved on 11/30/17 and expiring on 07/30/20. ANCHORAGE A ~ 2 1 - 5 / 8 " - - - : A N C H O R A G E E X A M P L E D E S I G N P R E S S U R E R A T I N G I M P A C T R A T I N G EXAMPLE FOR 28-1/8" MAX. O.C. RADIUS-TOP ~54 " M A X . B U C K R M A X . O . C . F O R A R C H - T O P V A R I E S P E R R E I N F O R C E M E N T L A R G E & S M A L L M I S S I L E HEADER(SIM~ .\ ~ 12"MAX.FROM > : H E A D E R ( S I M . F O R A L L L E V E L , S E E S H E E T S 6 - 7 I M P A C T R E S I S T A N T FOR ALL FRAME SEAM - - 1 3 0 " 1 2 " M A X . t W I N D O W T Y P E S ) WINDOWTYPES) 1 / 1 ;~·---( B, SEE I M A X . o . c . ! ) , r r SHEET 3 I ~ 2 - 1 / 8 " M A X . B U C K W I D T H -- + - 1 2 " i A X . - 1 0 " M A X . F R O M - 1 1 S E E S H E E T S 1 - 1 / 4 " ~ A SEE.--·- I I F R A M E S E A M B, SEE _,.. __ ,_~ 30" MAX. O.C. -I ' SHEET 3, i F I X E D V I S I B L E D , S E E 8 & 9 -12" MAX. ~ ~ _ J _ S H E E T 4 SHEET3 1 • ' ' - L I G H T W I D T H - B , S E E - · - · - · - I : ; - - - 3 0 " M A X . O . C . - - 1 4 . I - ~ 2 " M A X 12"hAX. I I , : 1 A, SEE r ·, I I C S E E , · - · · - · - SHEET 3, S H E E T 3 1 7 1 . S H E E T 4 t : --+ I F I X E D ---! -EQUALLY --- j V I S I B L E - - - - - - Y - - A , S E E , - · · , I ~ 1 2 " r A X t ! 17-7/8" MAX. O.C. SPACED L I G H T 1 7 - 7 / 8 " M A X . O . C . S H E E T 3 f ! EQUALLY ANCHORS PER' __ __l__ H E I G H T _ _ _ j _ _ _ . E Q U A L L Y { - - - - SPACED TABLES 9-11 -------- 1 / - 1 7 - 7 / 8 " M A X . 0 . C . . ANCHORS PER ! 9 1 . 7 8 " S P A C E D - - - TABLES 9-11 I M A X . A N C H O R S P E R - : = ; i 8 4 " 0 0 I B U C K T A B L E S 9 - 1 1 _ 0 6 2 " 0 B U C K 84" ! - - - - - -----··-,---- - - - - - - y - - H E I G H T M A X . H E I G H T MAX. B U C K A S S H O W N : {r 1 O" MAX. 0.C. BUCK ! { r 1 O " M A X . O . C . X { r : O " ~ A X ! ° ' C H E I G H T X I { r ( 9 1 , 7 8 " X HEIGHT X I l : I -_ _J_ _ _ J _ M A X . ) --L~ -- - I - - - ' - / - I 7 l I l 1 3 - 3 / 4 " M A X . O . C . ' l S A S H 7 1 3 - 3 / 4 " M A X . O . C . l EQUALLY j 13-3/4" MAX. 0.C. EQUALLY E Q U A L L Y - - - - - - 1 1 : I SPACED i ! SPACED V I S I B L E i I S P A C E D 1 - - - - - - · - · 7 S E E . t ANCHORS PER, --1/ -J1 ANCHORS PER, -- / L I G H T - 1 A N C H O R S P E R - t S H E E T S 1 / TABLES 9-11 TABLES 9-11 H E I G H T T A B L E S 9 - 1 1 - - - 8 & 9 • C ' - " l i e - l A ----- - - - I - \ 6-1 /2" MAX. ' i 6 - 1 / 2 " M A X . · , 6 - 1 / 2 " M A X . • ' • .NO ANCHORS AT SILL ',. __ ~ . __ j N O A N C H O R S A T S I L L - - - ~ S E E S I L L W E E P - B j : : j N O A N C H O R S A T S I L L ~ ~ D 1 - 1 / 4 " - - - r · B _..... ·-·-·_1 SEE SILL \JVEEP-s------j:: 54" MAX. BUCK WIDTH ~ NOTCH DETAILS, S A S H V I S I B L E - · · - - - S E E S I L L W E E P - S E E S I L L W E E P - i-· - L I G H T W I D T H - - - - N O T C H D E T A I L S , 5 4 " M A X . B U C K W I D T H N O T C H D E T A I L S , - N O T C H D E T A I L S , SHEET 3 S H E E T 3 S H E E T 3 S H E E T 4 E L E V A T I O N F O R T Y P . F L A N G E F R A M E E L E V A T I O N F O R T Y P . F I N O R J - C H A N N E L F R A M E ELEVATION FOR TYP. EQUAL LEG FRAME ELEVATIO N F O R T Y P . F L A N G E F R A M E S H O W N W I T H S T A N D A R D C O T T A G E C O N F I G U R A T I O N S H O W N W I T H E Q U A L - L I T E C O N F I G U R A T I O N SHOWN WITH EQUAL-LITE CONFIGURATION SHOWN WITH O R I E L / P R O V I E W C O N F I G U R A T I O N F O R C U S T O M C O T T A G E C O N F I G U R A T I O N U P T O A N C H O R E D T H R O U G H T H E N A I L - F I N 7 5 " H E I G H T S E E T A B L E S 4 - 1 1 ( S I M I L A R A N C H O R D I M E N S I O N S F O R O T H E R C O N F I G U R A T I O N S ) GENERAL NOTES: SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE F L O R I D A B U I L D I N G C O D E , I N C L U D I N G T H E H I G H V E L O C I T Y H U R R I C A N E Z O N E ( H V H Z ) . G E N E R A L N O T E S . . . . . . , . . . . . . . . . . , , . . , . . . . . . , , . . . . . . . . . . . . . , . . . . 1 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. FOR INSULATED G L A S S I N S T A L L A T I O N S A B O V E 3 0 ' I N T H E H V H Z , T H E O U T B O A R D L I T E ( C A P ) M U S T T E M P E R E D . E L E V A T I O N S . . . . . . . . . . . . . . · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · , . . . 1 3) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPRO V E D M A S O N R Y A N C H O R S . M A T E R I A L S U S E D F O R A N C H O R E V A L U A T I O N S W E R E S O U T H E R N P I N E , F R A M E , G L A S S & A N C H O R O P T I O N S . . . . . . . . . . . . . . . . . 2 ASTM C90 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE. I N S T A L L A T I O N , F L A N G E & E Q U A L L E G / B O X . . . . . 3 4) ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOO D B U C K S A R E O P T I O N A L I F U N I T I S I N S T A L L E D D I R E C T L Y T O S U B S T R A T E . W O O D B U C K S I N S T A L L A T I O N , I N T E G R A L F I N & J - C H A N N E L . . . 4 DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIG N E D A N D S E C U R E D T O P R O P E R L Y T R A N S F E R L O A D S T O T H E S T R U C T U R E . W O O D B U C K D E S I G N G L A Z I N G D E T A I L S . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER, (EOR) OR ARCHITECT OF RECORD, ( A O R ) . D E S I G N P R E S S U R E S . . . . · · · · · · · · · · · · · · · · · · · · · · · · · · · . . , · . . . . , 6 - 7 5) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. US E A N C H O R S O F S U F F I C I E N T L E N G T H T O A C H I E V E R E Q U I R E D M I N . E M B E D M E N T . I N S T . A N C H O R S A N C H O R Q U A N T I T I E S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 - 1 0 SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INST A L L A T I O N S H A L L B E D O N E B Y O T H E R S A N D I S B E Y O N D T H E S C O P E O F T H E S E I N S T R U C T I O N S . E X T R U S I O N P R O F I L E S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 1 6) 1/4" MAX. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLU S H T O T H E S U B S T R A T E . U S E S H I M S C A P A B L E O F T R A N S F E R R I N G A P P L I E D L O A D S . A S S E M B L Y & P A R T S L I S T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 2 - 1 3 7) DESIGN PRESSURES: C O D E S / S T A N D A R D S U S E D : A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL & CYCLE TESTING AND GLASS PER ASTM E1 3 0 0 . B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL & CYCLE TESTING A N D G L A S S P E R A S T M E 1 3 0 0 . • 2 0 2 0 F L O R I D A B U I L D I N G C O D E ( F B C ) , 7 T H E D I T I O N C. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD. • 2 0 1 7 F L O R I D A B U I L D I N G C O D E ( F B C ) , 6 T H E D I T I O N 8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRE S P O N D I N G T O T H E R E Q U I R E D D E S I G N P R E S S U R E . T H E 3 3 - 1 / 3 % S T R E S S I N C R E A S E H A S N O T B E E N • A S T M E 1 3 0 0 - 0 9 USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE E V A L U A T I O N O F A N C H O R S I N T O W O O D . A N C H O R S T H A T C O M E I N T O C O N T A C T W I T H O T H E R • A N S I / A F & P A N D S - 2 0 1 8 F O R W O O D C O N S T R U C T I O N DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR C O R R O S I O N R E S I S T A N C E . • A L U M I N U M D E S I G N M A N U A L , A D M - 2 0 1 5 9) METAL SUBSTRATE TO MEET MIN. STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT F L O R I D A B U I L D I N G C O D E A N D T O B E R E V I E W E D B Y T H E A U T H O R I T Y H A V I N G J U R I S D I C T I O N . • A I S I S 1 0 0 - 1 6 10) REFERENCES: TEST REPORTS FTL-7964 & 7966; ELCO UL TRACON NOA; DEWALT ULTRACON+ NO A ; E L C O / D E W A L T C R E T E F L E X N O A ; E L C O / D E W A L T A G G R E - G A T O R N O A ; E N E R G I W I N D O W A N D • A I S C 3 6 0 - 1 6 DOOR PROFILES, LTD WHITE & BRONZE/LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S; ' ' ' ' ' NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, ANSI/AF&PA NDS & ALUMINUM DESI G N M A N U A L \ \ \ \ \ . 1 , 1 1 , R e v i s i o n : 11) APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. , , ' o ~ ~ y L Y N t v I 1 , , ' ' - - J C ) U P D A T E D T O F B C 2 0 2 0 , ' , / . ' 0 , , . . . . . . , 1 1 , , , , _ t ( I USER INSTRUCTIONS: ' - ' , ~ - R E V I S E D A N C H O R T Y P E T A B L E . , - ? : : - ' . · · \ _ . \ C E N s f : ' • . . / , , . , , , . . ' . ~ . ' ~ _ . . , . 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM A S C E 7 . . , : - - ~ . . - · . . 1 3 - : - ~ 4 ® A K - 0 3 / 1 0 / 2 0 2) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INS T A L L A T I O N C O N D I T I O N S . : : : - 1 - . : N o i : ; 8 7 0 5 · . : : . 3) KNOWING YOUR GLAZING OPTION (TABLE 1), WINDOW CONFIGURATION AND SIZE, DETERMINE Y O U R W I N D O W S D E S I G N : : n : . : : ' ' : * = D e s c r i p t i o n : D r a w n 8 y : PRESSURE FROM TABLES 4-8. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMEN T F O R T H E W I N D O W = - a ? { ~ : = G E N E R A L N O T E S & E L E V A T I O N J R O S O W S K I OPENING OBTAINED IN STEP 1. = - ; i J ' 3 g O _ : 0 : : : : : . . - 1 0 7 0 l E C H N O L O G Y O R N E 4) DETERMINE THE ANCHOR QUANTITY FROM TABLES 9-11. VERIFY THE ANCHOR/SUBSTRATE WILL M E E T R E Q U I R E M E N T S F O R - : : , 0 · . . S c T E O F : p . 1 . : : - N . V E N I C E , F L 3 4 2 7 5 D a t e : YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, AND THAT ALL MIN. REQUIREMENTS FROM TH I S S H E E T - S E T A R E M E T . . - ; , % \ · . . - · ~ ~ : . : - ( 9 4 1 ) , 4 8 0 - 1 6 0 0 T , t J e : 5) INSTALL AS PER SHEET 3 FOR THRU-FRAME INSTALLATION OR SHEET 4 FOR INTEGRAL FIN INSTA L L A T I O N . ✓ . , . ✓ f & · · . 1 : / ~ > . ~ ' . ? ~ , - - ~ c , " ' , · · > S I N G L E H U N G W I N D O W I N S T A L L A T I O N - L M 0 5 / 1 5 / 1 5 NOTE:DESIGN PRESSURE RATING DETERMINATION IS THE SAME PROCESS FOR ALL FRAME TYPES ( J - C H A N N E L , F L A N G E , , , , f i o r v A L I " - ~ ' , , , S e r i e s / M o d e l : S c a l e : S h e e t : D r a w i n g N o . R e v : 1 , y / i l ' ' S H - 5 5 0 0 N T S 1 O F 1 3 M D - S H 5 5 0 0 - 0 1 C INTEGRAL FIN OR EQUAL LEG/BOX). A . L M N M I L U ! , P . E P . E . # 5 8 7 0 5 R E G I S T R A T I O N # 2 9 2 9 6 TABLE 1: ALLOWABLE GLASS TYPES Glass Type Description (Listed from Exterior to Interior) D e s i g n P r e s s u r e F r a m e G l a s s T y p e s O p t i o n s F r a m e F r a m e C o n f i g s . S h a p e s I n s t a l l a t i o n O p t i o n s t h a t m a y b e u s e d T a b l e # S h e e t # ( s e e F i g B ) 5 7/8" Laminated 1.G.: 1/8" A Exterior Cap+ 7/16" Air Space+ 5/16" Laminated; (2) Lites of 1/8" A G l a s s w i t h . 0 9 0 " P V B I n t e r l a y e r 4 , 5 6 7/8" Laminated I.G.: 1/8" T Exterior Cap+ 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" A G l a s s w i t h . 0 9 0 " P V B I n t e r l a y e r 4 , 6 7 7/8" Laminated 1.G.: 3116" A Exterior Cap+ 318" Air Space+ 5/16" Laminated: (2) Lites of 1/8" A G l a s s w i t h . 0 9 0 " P V B I n t e r l a y e r 4 , 6 8 7/8" Laminated 1.G.: 3116" T Exterior Cap+ 3/8" Air Space+ 5/16" Laminated; (2) Lites of 1/8" A G l a s s w i t h . 0 9 0 " P V B I n t e r l a y e r 4 , 6 9 7/8" Laminated 1.G.: 1/8" A Exterior Cap+ 7/16" Air Space+ 5/16" Laminated; (2) Lites of 1/8" H G l a s s w i t h . 0 9 0 " S G I n t e r l a y e r 7 10 7/8" Laminated 1.G.: 1/8" T Exterior Cap+ 7/16" Air Space + 5/16" Laminated; (2) Lites of 1/8" H G l a s s w i t h . 0 9 0 " S G I n t e r l a y e r 7 11 7/8" Laminated 1.G.: 3/16" A Exterior Cap + 318" Air Space + 5/16" Laminated; (2) Lites of 1/8" H G l a s s w i t h . 0 9 0 " S G I n t e r l a y e r 7 12 7/8" Laminated 1.G.: 3/16" T Exterior Cap+ 3/8" Air Space+ 5/16" Laminated; (2) Lites of 1/8" H G l a s s w i t h . 0 9 0 " S G I n t e r l a y e r 7 13 7/8" Laminated 1.G.: 1/8" A Exterior Cap+ 5/16" Air Space + 7/16" Laminated; (2) Lites of 3/16" A G l a s s w i t h . 0 9 0 " S G I n t e r l a y e r 8 14 7/8" Laminated 1.G.: 118" T Exterior Cap+ 5116" Air Space+ 7/16" Laminated; (2) Lites of 3/16" A G l a s s w i t h . 0 9 0 " S G I n t e r l a y e r 8 15 7/8" Laminated 1.G.: 3116" A Exterior Cap+ 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A G l a s s w i t h . 0 9 0 " S G I n t e r l a y e r 7 16 7/8" Laminated 1.G.: 3/16" T Exterior Cap+ 1/4" Air Space + 7/16" Laminated; (2) Lites of 3/16" A G l a s s w i t h . 0 9 0 " S G I n t e r l a y e r 7 TABLE 2: ALLOWABLE ANCHORS THROUGH THE FRAME Group Anchor Substrate Min. Edge Distance Min. Embedment' I G L A S S T Y P E S 5 , 7 , 9 , 1 1 , 1 3 & 1 5 M A Y N O T B E U S E D I N T H E H V H Z A B O V E 3 0 ' . • A #10 SMS P.T. Southern Pine (SG-0.55) 7/16" 1-3/8" (steel, 18-8 S.S. Steel, A36"' 3/8" 0.050" • M I N . O F 3 or 410 S.S.) Steel Stud, A653 Gr. 33• 3/8" 0.0451" (18 Ga.) T H R E A D S Aluminum, 6063-T5" 3/8" 0.050" B E Y O N D T H E 3/16" steel Ultracon or P.T. Southern Pine (SG=0.55) 7/16" 1-3/8" M E T A L Ultracon+ Concrete (min. 3 ksi) 1" 1-3/8" S U B S T R A T E . 3/16" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-112" 1-1/4" " U N G R O U T E D 3116" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 1" 1-1/4" C M U " V A L U E S B #12 SMS P. T. Southern Pine (SG=0.55) 9116" 1-3/8" M A Y B E U S E D (steel, 18-8 S.S. Steel, A36" 3/8" 0.050" F O R G R O U T E D or410 S.S.) Steel Stud, A653 Gr. 33• 3/8" 0.0451" (18 Ga.) C M U Aluminum, 6063-T5" 3/8" 0.063" A P P L I C A T I O N S . 1/4" steel Ultracon or P.T. Southern Pine (SG=0.55) 1" 1-3/8" Ultracon+ 1/4" steel Creteflex P. T. Southern Pine (SG=0.55) 1" 1-3/8" F I G U R E C : F R A M E S H A P E S 6 6 6 6 7 7 7 7 7 7 7 7 F l a n g e ( # 2 ) B o x / E q u a l - L e g ( # 4 ) J - C h a n n e l ( # 1 ) I n t e g r a l F i n ( # 3 ) ( s e e T a b l e 1 ) 5 - 1 6 5 - 1 6 5 - 8 5 - 8 ( s e e F i g A ) ( s e e F i g C ) E q u a l - L i t e , S q u a r e / R e e l . , O r i e l / P r e v i e w A r c h - T o p & & C o t t a g e R a d i u s - T o p E q u a l - L i t e , S q u a r e / R e e l . , O r i e l / P r m i e w A r c h - T o p & & C o t t a g e R a d i u s - T o p T h r o u g h t h e f r a m e o f t h e w i n d o w . . . . . . . . . . i n t o 2 X W o o d F r a m e / B u c k s t r i p - s h e e t 3 , o p t i o n 1 . . . . i n t o C o n c r e t e / C M U - s h e e t 3 , o p t i o n 2 . . . . t h r o u g h 1 X B u c k s t r i p i n t o C o n c r e t e / C M U - s h e e t 3 , o p t i o n 3 . . . . i n t o M e t a l - s h e e t 3 , o p t i o n 4 . . . . i n t o 2 X W o o d F r a m e / B u c k s t r i p - s h e e t 3 , o p t i o n 1 T h r o u g h t h e f r a m e . . . . i n t o C o n c r e t e / C M U - s h e e t 3 , o p t i o n 2 o f t h e w i n d o w . . . . . . . . . t h r o u g h 1 X B u c k s t r i p i n t o C o n c r e t e / C M U - s h e e t 3 , o p t i o n 3 . . . . i n t o M e t a l - s h e e t 3 , o p t i o n 4 T h r o u g h t h e . . . . i n t o 2 X W o o d F r a m e / B u c k s t r i p - s h e e t 4 , o p t i o n 5 E q u a l - L i t e , S q u a r e / R e e l . , i n t e g r a l f i n . . . . . . . . . . i n t o M e t a l - s h e e t 4 , o p t i o n 7 O r i e l / P r o ~ e w A r c h - T o p & 1 - - - - - - - t - - , - - . . , . , - , . , . . , - , - c c c - - ' - c ' ~ , - - . , - - . . . . . . . , - - - , - - - - - - - - 1 & C o t t a g e R a d i u s - T o p T h r o u g h t h e f r a m e 1 - · - · · _ · i n _ t _ o _ 2 X _ W _ o o d _ _ F _ r _ a m _ e l _ B _ u _ c k _ s _ t n - ' · p _ - _ s _ h _ e e _ t _ 4 _ , _ o c . . p _ t i o _ n _ 6 _ _ _ - - I o f t h e w i n d o w . . . . . . . . . . i n t o M e t a l - s h e e t 4 , o p t i o n 8 T h r o u g h t h e . . . . i n t o 2 X W o o d F r a m e / B u c k s t r i p - s h e e t 4 , o p t i o n 5 E q u a l - L i t e , S q u a r e / R e e l . , i n t e g r a l f i n . . . . . . . . . . i n t o M e t a l - s h e e t 4 , o p t i o n 7 O r i e l / P r o ~ e w A r c h - T o p & 1 - - - - - - + - , - - , - = . , . . , - , - , c c c - - ' - c ' - , - , - . , - - - - - - , - - , - - - , - - , - - - - - 1 & C o t t a g e R a d i u s - T o p T h r o u g h t h e f r a m e . . . . i n t o 2 X W o o d F r a m e / B u c k s t r i p - s h e e t 4 , o p t i o n 6 o f t h e w i n d o w . . . . . . . . . . i n t o M e t a l - s h e e t 4 , o p t i o n 8 F I G U R E B : F R A M E T Y P E S F I G U R E A : F R A M E C O N F I G U R A T I O N S " A " = A N N E A L E D - I I - · - I - = " " I I . . . - · - ~ - E Q U A L - L I T E O R I E L / 1 1 . I J - C H A N N E L C O T T A G E F L A N G E I N T E G R A L F I N 0 B O X O R E Q U A L - L E G " H " = H E A T S T R E N G T H E N E D " T " = T E M P E R E D " P V B " = . 0 9 0 " T R O S I F O L ® P V B B Y K U R A R A Y A M E R I C A , I N C . " S G " = . 0 9 0 " S E N T R Y G L A s ® I N T E R L A Y E R B Y K U R A R A Y A M E R I C A , I N C . 1/4" steel Aggre-Gator P. T. Southern Pine (SG=0.55) 1" 1-3/8" Concrete (min. 2.85 ksi) 1" 1-3/4" ~ I B U C K W I D T H ! - - - ~ I B U C K W I D T H ! - - - - - - - j B U C K W I D T H f - - - - 1/4" steel Ultracon Ungrouted CMU, (ASTM C-90) 2-112" 1-114" C 1/4" steel Ultracon+ Concrete (min. 3 ksi) 1-3/16" 1-3/4" Ungrouted CMU, (ASTM C-90) 1" 1-114" 1/4" steel Creteflex Concrete (min. 3.35 ksi) 1" 1-314" 1/4" steel Ultracon Concrete (min. 2.85 ksi) 2-1/2" 1-314" 114" steel Ultracon+ Concrete (min. 3 ksi) 2-1/2" 1-3/4" 1/4" steel Ultracon+ Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" D 1/4" steel Creteflex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4" Ungrouted CMU, (ASTM C-90) 2-1/2" 1-1/4" 1/4" steel Aggre-Gator Concrete (min. 3.275 ksil 1-1/2" 1-3/8" Grouted CMU, (ASTM C-90) 2" 2" TABLE 3: ALLOWABLE ANCHORS THROUGH THE INTEGRAL FIN Group Anchor Substrate Min. Edge Min. Distance Embedment• E 2-1/2" X .131" Common Nail P.T Southern Pine (SG=_55) 3/8" 2-7/16" 2-1/2" Ring.shank Roofing Nail P.T Southern Pine (SG=.55) 3/8" 2-7116" F P.T Southern Pine (SG= 55) 112" 1-318" #10 Trusshead SMS Aluminum, 6063-TS--318" 0.050" (steel, 18-8 s.s rr410SS) Steel Stud, Gr. 33• 318" 0.0451" (18 Ga.) Steel, A36' 318" 0.050" P .T Southern Pine (SG= .55) 9116" 1-318" #12 SMS Aluminum, 6063-TS' 318" 0.063" (steel, 18-8 S.S. Steel Stud, Gr. 33' 318" 0,050" or 410 S.S) Steel, A36' 318" 0.050" •M I N . O F 3 TH R E A D S BE Y O N D T H E ME T A L SU B S T R A T E . I i ' [ j ] I ' ~ _ , _ . . . . ~ " ' ~ i / 1 - = = - R E C T A N G U L A R W I N D O W S H A P E S A S A B O V E O R S I M I L A R A R E A P P R O V E D . S H A P E S M A Y B E U S E D B Y I N S C R I B I N G T H E S H A P E I N A B L O C K A N D O B T A I N I N G D E S I G N P R E S S U R E S A N D A N C H O R A G E F O R T H A T B L O C K S I Z E F R O M T H E T A B L E S O N S H E E T S 6 - 1 0 . M a t e r i a l M i n . F y M i n . F u S t e e l S c r e w 9 2 k s i 1 2 0 k s i 1 8 - 8 S c r e w 6 0 k s i 9 5 k s i 4 1 0 S c r e w 9 0 k s i 1 1 0 k s i E l c o / D e W a l t A g g r e - G a t o r ® 5 7 k s i 9 6 k s i E l c o U l t r a C o n ® 1 5 5 k s i 1 7 7 k s i 3 1 1 6 " D e W a l t U l t r a C o n + ® 1 1 7 k s i 1 6 4 k s i 1 / 4 " D e W a l t U l t r a C o n + ® 1 4 8 k s i 1 6 4 k s i 4 1 0 S S E l c o / D e w a l t C r e t e F l e x ® 1 2 7 . 4 k s i 1 8 9 . 7 k s i 6 0 6 3 - 1 ' 5 A l u m i n u m 1 6 k s i 2 2 k s i A 3 6 S t e e l 3 6 k s i 5 8 k s i G r . 3 3 S t e e l S t u d 3 3 k s i 4 5 k s i R e v i s ; o n : C ) R E V I S E D A N C H O R T Y P E T A B L E . A K - 0 3 / 1 0 / 2 0 D t t s c r i p t l o n : l - 1 - 0 7 _ 0 _ T E _ C H _ N _ O L _ O G _ Y _ D _ R I - V E - - - I G L A S S / A N C H O R S / F R A M E O P T I O N S D r a w n B y : J R O S O W S K I N . V E N I C E , F L 3 4 2 7 5 ( 9 4 1 ) - 4 8 0 - 1 6 0 0 R E G I S T R A T I O N # 2 9 2 9 6 T i t l e : D a t e : S I N G L E H U N G W I N D O W I N S T A L L A T I O N - L M 0 5 / 1 5 / 1 5 S e r i e s / I . l o d e / : S c a l e : S h e e t : D r a w i n g N o . R e v : S H - 5 5 0 0 N T S 2 O F 1 3 M D - S H 5 5 0 0 - 0 1 C INSTALLATION DETAILS FOR FLANGE & EQUAL-LEG/BOX FR A M E S INSTALLATION OPTION 1 ANCHORED THROUGH FRAME INTO 2X WOOD FRAME OR BUCKSTRIP. SEE NOTE 2, THIS SHEET. FLANGEFRAMErn/=:=::::::::., SHOWN EDGE DISTANCE EMBEDMENT t E M B E D M E N T - + - - ~ - i E D G E D I S T A N C E . . I N S T A L L A T I O N O P T I O N 2 A N C H O R E D T H R O U G H F R A M E D I R E C T L Y I N T O C O N C R E T E I C M U . 1 1 4 " M A X S H I M S A S H V I S I B L E L I G H T W I D T H 1 6 I N S T A L L A T I O N O P T I O N 3 A N C H O R E D T H R O U G H F R A M E A N D 1 X B U C K S T R I P I N T O C O N C R E T E I C M U . S E E N O T E 2 , T H I S S H E E T . 1 1 4 " M A X S H I M i - - - + - E M B E D M E N T 7 E D G E D I S T A N C E 0 L114"MAX f?"'-"=~f~I SHIM T Y P . A N C H O R T Y P E , E M B E D M E N T A N D B A L A N C E Y P E V A R I E S W I T H S A S H T Y P . A N C H O R T Y P E , E M B E D M E N T A N D E D G E BUCK HEIGHT 2 • FIXED VISIBLE LIGHT HEIGHT t EXTERIOR n T~ ~@ INTERIOR WEEP NOTCHES AT EACH END. EQUAL-LEG/BOX FRAME SHOWN .27" X 1.25" WEEPHOLE WICOVER@ ~ 2.87"FROM ~ EACH END. . • . . ' . ' . ' SASH VISIBLE LIGHT HEIGHT ., . ' ' . • ' . ' . -. . . . . . ' • ' • ~ . . ' VERTICAL SECTION B-B TYP. ANCHOR TYPE, EMBEDMENT AND EDGE E D G E D I S T A N C E P E R • ' W E I G H T . . DISTANCE PER SUBSTRATE, S U B S T R A T E , SEE TABLE 2, SHEET 2. SE E T A B L E 2 , S H E E T 2 . 20 ] OPT. SASH TOP . . · · . ~ [ ] - I F I X E D V I S I B L E L I G H T W I D T H E X T E R I O R < } 4 1 LIFT RAIL FOR ALL WIN D O W S : 1 ANCHOR @ 3 . 5 5 " FROM END A N D A T CENTER. FOR WINDOW S OVER 36" WID E : F L A N G E I 2 F R A M E S H O W N I - • - - - - - " = ' ' - - - - - - - B U C K W I D T H H O R I Z O N T A L S E C T I O N A - A D A D E A P P R O V E D M U L L I O N , F B C C O M P L I A N T A L U M I N U M / S T E E L F R A M I N G O R S T E E L S T U D . M A Y B E V E R T I C A L O R H O R I Z O N T A L . S E E S U B S T R A T E P R O P E R T I E S , T A B L E 2 , S H E E T 2 . ADD ADDITIO N A L SCREWS @16 - 3 1 8 " @ FROMEND. FOR WINDOW S W I T H BOTTOM LOC K S : 1 ) U S E O N L Y S U B S T R A T E - A P P R O P R I A T E A N C H O R S L I S T E D O N T A B L E 2 , S H E E T 2 . F O L L O W E M B E D M E N T A N D E D G E D I S T A N C E L I M I T S . A N Y I N S T A L L A T I O N O P T I O N S H O W N M A Y B E U S E D O N A N Y S I D E O F T H E W I N D O W . 1 1 4 " M A X . NO ANCHORS REQUIRED IN FLANGE OR EQUAL-LEG FRAME SILLS ADD ADDITIO N A L SCREWS @ 8- 3 1 8 " FROM END. USE EITHER LATCH OR BOTTOM LOCK . TESTED UNIT LOCATION: 6-5 1 8 " FROM SASH E N D . 2 ) M A S O N R Y A N C H O R S M A Y B E U S E D I N T O W O O D A S P E R T A B L E 2 , S H E E T 2 . A L L W O O D B U C K S L E S S T H A N 1 - 1 1 2 " T H I C K A R E T O B E C O N S I D E R E D 1 X I N S T A L L A T I O N S . 1 X W O O D B U C K S A R E O P T I O N A L I F U N I T I S I N S T A L L E D D I R E C T L Y T O S U B S T R A T E . W O O D B U C K S D E P I C T E D A S 2 X A R E 1 - 1 1 2 " T H I C K O R G R E A T E R . 1 X A N D 2 X B U C K S ( W H E N U S E D ) S H A L L B E D E S I G N E D T O P R O P E R L Y T R A N S F E R L O A D S T O T H E S T R U C T U R E . W O O D B U C K D E S I G N A N D I N S T A L L A T I O N I S T H E R E S P O N S I B I L I T Y O F T H E E N G I N E E R O R A R C H I T E C T O F R E C O R D . 3 ) V I S I B L E L I G H T W I D T H O R H E I G H T ( A L S O R E F E R R E D T O A S D A Y L I G H T O P E N I N G ) I S M E A S U R E D F R O M B E A D I N G T O B E A D I N G . S H I M j D I N S T A L L A T I O N O P T I O N 4 A N C H O R E D T H R O U G H . F R A M E I N T O M E T A L \ \ i I 1 l 1 1 I I 1 VISIBL E L I G H T F O R M U L A S WIDTH @SASH: B U C K W I D T H - 6 - 1 1 2 " # 1 0 O R # 1 2 S T E E L S E L F - D R I L L I N G S M S ( G S ) , S E E T A B L E 2 , S H E E T 2 . E X T E R I O R R e v i s i o n : E Q U A L L E G / B O X F R A M E S H O W N 1 1 4 " M A X . r S H I M D ~ D I N S T A L L A T I O N O P T I O N 4 A N C H O R E D T H R O U G H F R A M E I N T O M E T A L C ) N O C H A N G E S T H I S S H E E T . A K - 0 3 / 1 0 / 2 0 D e s c r i p t i o n : . . . ' . , - - , - - D I S T A N C E P E R E D G E D I S T A N C E S U B S T R A T E , S E E T A B L E 2 , S H E E T 2 . D r a w n B y : @ FIXED L I T E : B U C K W I D T H • 4 - 3 1 8 " F L A N G E & E Q U A L - L E G / B O X F R A M E S J R O S O W S K I HEIGHT { E Q U A L - L I T E ) T i t l e : D a t e : BUCK HEI G H T / 2 - 3 - 1 5 1 1 6 " S I N G L E H U N G W I N D O W I N S T A L L A T I O N - L M 0 5 / 1 5 / 1 5 S e r i e s / M o d a l : S e a l s : S h e e t : D r a w i n g N o . R e v : R E G I S T R A T I O N # 2 9 2 9 6 S H - 5 5 0 0 N T S 3 O F 1 3 M D - S H 5 5 0 0 - 0 1 C INSTALLATION DETAILS FOR INTEGRAL FIN & J-CHANNEL F R A M E S INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK-STRIP. SEE NOTE 2, THIS SHEET. 0 4 1--EMBEDMENT _J_ E M B E D M E N T - + - - - - J i====--==i===i EDGE DISTANCE 1 1-114" MAX SHIM T Y P . A N C H O R T Y P E , EMB E D M E N T A N D E D G E DISTANC E P E R S U B S T R A T E , SE E T A B L E 2 , S H E E T 2 . ( S C R E W S H O W N ) TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE , SEE TABLE 3, SHEET 2. (NAIL SHOWN) E D G E D I S T A N C E ' 0 I N S T A L L A T I O N O P T I O N 6 A N C H O R E D T H R O U G H F R A M E I N T O 2 X W O O D F R A M E O R B U C K S T R I P . S E E N O T E 2 , T H I S S H E E T . 1 / 4 " M A X S H I M B A L A N C E T Y P E V A R I E S 4 2 W I T H S A S H W E I G H T I N S T A L L A T I O N O P T I O N 5 A N C H O R E D T H R O U G H I N T E G R A L F I N I N T O 2 X W O O D F R A M E O R B U C K S T R I P . S E E N O T E 2 , T H I S S H E E T . r r , - - r m c : h - r r r - - r 1 i - - E D G E D I S T A N C E S A S H V I S I B L E L I G H T W I D T H 1 6 1 / 4 " M A X S H I M E X T E R I O R D , FIXED VISIBLE LIGHT HEIGHT I .. Cn\J OPT. SASH TOP I.:::;} LIFTRAIL FOR ALL WIN D O W S : 1 ANCHOR @ 3 . 5 5 " FROM END A N D A T CENTER F I X E D V I S I B L E L I G H T W I D T H J - C H A N N E L I 1 F R A M E S H O W N f - • - - - - - - - - - - - - B U C K W I D T H - - - - - - - - - - - - - - ! I N T E G R A L F I N F R A M E S H O W N T Y P . A N C H O R T Y P E , E M B E D M E N T A N D E D G E D I S T A N C E P E R S U B S T R A T E , S E E T A B L E 3 , S H E E T 2 . ( N A I L S H O W N ) BUCK HEIGHT (2) 1" INTERIOR WEEP NOTCHES AT EACH END. INTEGRAL FIN FRAME SHOWN .27" X 1.25" WEEPHOLE ro;;\ W/COVER @ 2.87" l::!::J FROM EACH END. TYP. ANCHOR TYPE, EMBEDMENT AND EDGE DISTANCE PER SUBSTRATE, SEE TABLE 3, SHEET 2. (SCREW SHOWN) SASH VISIBLE LIGHT HEIGHT -1 EMBEDMENT FOR WINDOW S OVER 36" WID E : ADD ADDITIO N A L SCREWS @16 - 3 / 8 " @ FROMEND. FOR WINDOW S W I T H BOTTOM LOC K S : 1 ) U S E O N L Y S U B S T R A T E - A P P R O P R I A T E A N C H O R S L I S T E D O N T A B L E S 2 & 3 O F S H E E T 2 . F O L L O W E M B E D M E N T A N D E D G E D I S T A N C E L I M I T S . A N Y I N S T A L L A T I O N O P T I O N S H O W N M A Y B E U S E D O N A N Y S I D E O F T H E W I N D O W . NO ANCHORS REQUIRED IN FRAME SILLS IF ANCHORING THROUGH FRAME. 1/4" MAX _[SHIM T ADD ADDITIO N A L SCREWS @ 8 - 3 / 8 " FROM END. USE EITHER LATCH (SHO W N ) OR BOTTOM LOCK (SHEET 3 ) . TESTED UNIT LOCATION: 6- 5 1 8 " FROM SASH E N D . 2 ) M A S O N R Y A N C H O R S M A Y B E U S E D I N T O W O O D A S P E R T A B L E 2 , S H E E T 2 . A L L W O O D B U C K S L E S S T H A N 1 - 1 / 2 " T H I C K A R E T O B E C O N S I D E R E D 1 X I N S T A L L A T I O N S . 1 X W O O D B U C K S A R E O P T I O N A L I F U N I T I S I N S T A L L E D D I R E C T L Y T O S U B S T R A T E . W O O D B U C K S D E P I C T E D A S 2 X A R E 1 - 1 1 2 " T H I C K O R G R E A T E R . 1 X A N D 2 X B U C K S ( W H E N U S E D ) S H A L L B E D E S I G N E D T O P R O P E R L Y T R A N S F E R L O A D S T O T H E S T R U C T U R E . W O O D B U C K D E S I G N A N D I N S T A L L A T I O N I S T H E R E S P O N S I B I L I T Y O F T H E E N G I N E E R O R A R C H I T E C T O F R E C O R D . 3 ) V I S I B L E L I G H T W I D T H O R H E I G H T ( A L S O R E F E R R E D T O A S D A Y L I G H T O P E N I N G ) I S M E A S U R E D F R O M B E A D I N G T O B E A D I N G . VISIBL E L I G H T F O R M U L A S EDGE DISTANCE WIDTH t @SASH: B U C K W I D T H - 6 - 1 / 2 " @ FIXED L I T E : B U C K W I D T H - 4 - 3 / 8 " INSTALLATION OPTION 5 ANCHORED THROUGH INTEGRAL FIN INTO 2X WOOD FRAME OR BUCK-STRIP. SEE NOTE 2, THIS SHEET. VERTICAL SECTION D-D HEIGHT ( E Q U A L - L I T E ) BUCK HE I G H T / 2 - 3 - 1 5 / 1 6 " H O R I Z O N T A L S E C T I O N C - C F B C C O M P L I A N T A L U M I N U M / S T E E L F R A M I N G O R S T E E L S T U D . 1 / 4 " M A X . ~ S H I M j r - M A Y B E V E R T I C A L O R H O R I Z O N T A L . S E E S U B S T R A T E P R O P E R T I E S , T A B L E S 2 & 3 , S H E E T 2 . I N T E G R A L F I N F R A M E S H O W N D I N S T A L L A T I O N O P T I O N 7 # 1 0 O R # 1 2 S T E E L S E L F - D R I L L I N G S M S ( G S ) , S E E T A B L E S 2 & 3 , S H E E T 2 . A L S O F O R D A D E - A P P R O V E D M U L L I O N 1 1 4 " M A X . I S H I M F I N A N D / O R F L A N G E R E M O V E D I N - F I E L D ~ E X T E R I O R I N S T A L L A T I O N O P T I O N 8 A N C H O R E D T H R O U G H I N T E G R A L F I N I N T O M E T A L D , A N C H O R E D T H R O U G H F R A M E I N T O M E T A L ( I N T E G R A L F I N / F L A N G E R E M O V E D ) 7 i t l e : D r o w n B y : J R O S O W S K I D a t e : S I N G L E H U N G W I N D O W I N S T A L L A T I O N - L M 0 5 / 1 5 / 1 5 S e r i e s / / J o d o l : S e a l s : S h e e t : D r a w i n g N o . R o v : R E G I S T R A T I O N # 2 9 2 9 6 S H - 5 5 0 0 N T S 4 O F 1 3 M D - S H 5 5 0 0 - 0 1 C i 7/8" NOM. 5/16" NA PVB ----t-,r-~ 7/16" AIR SPACE---+·➔\ 1 /8" t, GLASS yEXTERIOR GLASS TYPE 5 i 7/8" NOM. 5/16" H/H SG ------<-+--, 7/16" AIR SPACE---+-h 1/8" T GLASS-yEXTERIOR r GLASS TYPE 10 TYP. GLAZING DETAIL i 7/8" N O M . 5/16" NA PVB ------<-+-- - 7/16" AIR SPACE-1/8" T GLASS yEXTERIOR GLASS T Y P E 6 4 7/8" N O M . 5/16" H/H SG --+-+--3/8" AIR SPACE--+-,1 3/16" A GLASS yEXTERIOR 76-79,J----+--+<tV r GLASS T Y P E 1 1 1/2" NOM.GLASS BITE TYP. GLAZING NOTES: "A" = ANNEALED I GLASS TYPES 9 TH R O U G H 16 MAY !iQI BE USE D WITH J-CHANNEL O R 8 INTEGRAL FIN FRAM E S I GLASS TYPES 5, 7. 9 , 1 1 , 1 3 & 15 MAY NOT BE U S E D I N e THE HVHZ ABOVE 3 0 " . "H"' = HEAT STRENGTHENED "'T" = TEMPERED "PVB" = .090" TROSIF08' J;.VB BY KURAR A Y A M E R I C A , I N C . "SG" = .090" SENTRYGLA:,-BY KURARAY A M E R I C A , I N C . i 7 / 8 " N O M . 5 / 1 6 " N A P V B - - + - + - - 3 / 8 " A I R S P A C E - + - . i 3 / 1 6 " t , G L A S S y E X T E R I O R r G L A S S T Y P E 7 i 7 / 8 " N O M . 5 / 1 6 " H / H S G - - + - - + - - - - 3 / 8 " A I R S P A C E - - + - , 1 3 / 1 6 " I G L A S S y E X T E R I O R r G L A S S T Y P E 1 2 7 / 8 " N O M . 7 / 1 6 " A / A S G - - - ~ 1 / 4 " A I R S P A C E - ~ 3 / 1 6 " A G L A S S - y E X T E R I O R G L A S S T Y P E 1 5 FOR LAMINATED GLAZING COMPONENT S , S E E T A B L E 1 , S H E E T 2 . i 7 / 8 " N O M . 5 / 1 6 " N A P V B - - - + - - + - ~ 3 / 8 " A I R S P A C E - - + - · ~ 1 3 / 1 6 " I G L A S S y E X T E R I O R r G L A S S T Y P E 8 i 7 / 8 " N O M . 7 / 1 6 " N A S G - - - - - + - + - - 5 / 1 6 " A I R S P A C E - - - t , 1 1 / 8 " A G L A S S - - y E x T E R I O R r G L A S S T Y P E 1 3 4 7 / 8 " N O M . 7 / 1 6 " N A S G - - 1 - - 1 ~ 1 / 4 " A I R S P A C E 3 1 1 6 " I G L A S S - y E x T E R I O R G L A S S T Y P E 1 6 R e v i s i o n : 4 7 / 8 " N O M . 5 / 1 6 " H / H S G - - - - + 1 - + - - - 7 / 1 6 " A I R S P A C E - - - 1 - h 1 / 8 " A G L A S S y E X T E R I O R r G L A S S T Y P E 9 4 7 / 8 " N O M . 7 / 1 6 " N A S G - - - - - - i - t - - , , 5 / 1 6 " A I R S P A C E - - - + - 1 1 / 8 " I G L A S S y E X T E R I O R r G L A S S T Y P E 1 4 C ) N O C H A N G E S T H I S S H E E T . A K - 0 3 / 1 0 / 2 0 D r a w n B y : J R O S O W S K I S e r i e s / M o d e l : S c a l e : S h e e t : D r a w i n g N o . R e v : R E G I S T R A T I O N # 2 9 2 9 6 S H - 5 5 0 0 N T S 5 O F 1 3 M D - S H 5 5 0 0 - 0 1 C NOTES: -JAMB TABLE 4: Glass Types Design Pressure, lbsttt2 5, 6, 7 & 8 1-------------f +/-50.0 Relnf. Level 1-------------f R1 For all window & sash sizes SEE TABLE 9, SHEET 8 FOR ANCHOR GROUP AND QUANTITY. I ~w~ ~ _ Q HEADER 23 I \ I = I i:;_ I MEETING RAIL ®',w1,;;;..,0 ~ 23 EXTERIOR ~-r----. 23 SASH HEIGHT ~ SILL ~ 1-----~ rQ~~ I 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) 1) USE THESE TABLES 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 SH O W N ON THE TABLE. T A B L E 5 : G l a s s T y p e B o t t o m s a s h D e s i g n P r e s s u r e , l b s / f t 2 W i n d o w B u c k W ! d t h { i n ) 5 D e s c r i p t i o n f o r g i w n S a 5 h H e i g h t R e l n f . L l ! l v e l R a n g e @ W l n d o W R a n g e ( i n ) R 2 H e i g h t S h o w n u p t o 4 8 5 2 . 1 2 5 2 3 . 5 E q u a l - H 1 e 1 1 . 3 9 4 + 6 5 . 0 - 7 0 . 0 . + 6 5 , 0 - 7 0 . 0 S t a n d a n : i C O i i a g e 1 4 . 5 1 7 - 1 5 . 8 7 0 + 6 5 . 0 - 7 0 . 0 . + 6 5 . 0 - 7 0 . 0 2 8 E q u a l - l i t e 1 L 5 8 3 - 1 4 . 5 1 6 - t 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 , 0 s t a n d a r d P f O ' J e w 1 1 . 3 7 7 - 1 1 . 5 8 2 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 T a l l e s t 2 3 . 5 1 7 - 2 5 - 2 8 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 S t a n d a r d C o t t a g e 2 0 . 9 5 8 - 2 3 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 3 7 , 3 7 5 E q u a J . H l e 1 7 . 5 1 7 • 2 0 . 9 5 7 + 6 5 . 0 - 7 0 , 0 + 6 5 . 0 - 7 0 . 0 S t a n d a r d P r o \ 1 e w 1 4 , 5 1 7 - 1 7 , 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 , 0 S h o r t e s t 1 1 . 3 7 7 - 1 4 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 , 0 T a l l e s t 2 7 . 5 8 3 • 3 1 . 9 1 1 + 6 5 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 C u s t o m S i z e 2 6 . 5 1 7 · 2 7 . 5 8 2 + 6 5 0 - 7 0 0 + 6 5 . 0 · 7 0 0 S t a n d a r d c o t t a g e 2 3 . 5 1 7 . 2 6 . 5 1 6 - 7 0 . 0 + 6 5 . 0 - 7 0 , 0 4 4 E q u a J . ~ l e 2 0 . 5 1 7 • 2 3 . 5 1 6 + 6 5 0 - 7 0 0 + 6 5 . 0 - 7 0 . 0 S t a n d a r d P r o \ 1 e w 1 7 . 5 1 7 • 2 0 . 5 1 6 + 6 5 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 c u s t o m S i z e 1 4 . 5 1 7 . 1 7 , 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 , 0 S h o r t e s t 1 1 . 3 7 7 - 1 4 . 5 1 6 + 6 5 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 T a l l e s t 3 1 , 5 8 3 • 3 5 . 9 1 1 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 s t a n d a r d c o t t a g e 2 6 , 5 1 7 - 3 1 . 5 8 2 + 6 5 o - 7 0 . 0 + 6 5 . 0 - 7 0 . o E q u a J . B t e 2 0 . 5 1 7 - 2 6 , 5 1 6 + 6 5 o - 7 0 o + 6 5 0 - 7 0 o 4 8 S t a n d a r d P r o \ 1 e w 1 7 . 5 1 7 - 2 0 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 C u s t o m S i z e 1 4 . 5 1 7 - 1 7 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 C U 5 t o m S i z e 1 2 . 5 1 7 . 1 4 , 5 1 6 + 6 5 . 0 - 7 0 o + 6 5 . 0 - 7 0 . 0 c : S h o r t e s t 1 1 . 3 7 7 . 1 2 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 = t - - - + - - = - - , - - - - + - = = - , , = = - + = - , - , - = = + - c = + - = , , ; t T a l l e s t 3 3 . 2 0 8 • 3 7 . 5 3 6 + 6 5 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 ~ S t a n d a r d C O i i a g e 2 6 . 5 1 7 - 3 3 . 2 0 7 + 6 5 . 0 - 7 0 . 0 + 6 5 , 0 - 7 0 0 g E q u a l - U t e 2 3 . 5 1 7 - 2 6 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 0 - 7 0 . 0 m C u s t o m S i z e 2 0 , 5 1 7 - 2 3 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 § : 4 9 · 5 2 5 S t a n d a r d P r o \ 1 e w 1 7 . 5 1 7 - 2 0 . 5 1 6 + 6 5 0 - 7 0 0 + 6 5 . 0 - 7 0 . 0 I C u s t o m S ! z e 1 4 . 5 1 7 - 1 7 . 5 1 6 + 6 5 , 0 - 7 0 . 0 + 6 5 , 0 - 7 0 . 0 C u s t o m S i z e 1 2 . 5 1 7 - 1 4 . 5 1 6 + 6 5 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 S h o r t e s t 1 1 . 3 7 7 - 1 2 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 o - 7 0 . 0 T a l l e s t 3 6 5 1 7 • 4 1 . 6 4 4 + 6 5 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 S t a n d a r d C o t t a g e 3 1 . 5 1 7 - 3 6 . 5 1 6 + 6 5 . 0 - 7 0 0 + 6 5 . 0 - 7 0 . 0 E q u a l - U t e 2 6 5 1 7 . 3 1 . 5 1 6 + 6 5 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 S t a n d a r d P r o \ 1 e w 2 3 . 5 1 7 • 2 6 5 1 6 + 6 5 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 6 2 C u s t o m S i z e 2 0 . 5 1 7 - 2 3 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 C u s t o m S i z e 1 7 . 5 1 7 - 2 0 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 0 - 7 0 . 0 C u s t o m S i z e 1 4 . 5 1 7 - 1 7 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . . 0 - - 6 8 1 C u s t o m S i z e 1 3 . 0 1 7 - 1 4 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 6 7 . 3 S h o r t e s t 1 1 . 8 6 4 - 1 3 . 0 1 6 + 6 5 0 - 7 0 . 0 + 6 5 . 0 ~ . 5 T a ! l e s ! 3 9 . 5 1 7 - 4 1 . 6 4 4 + 6 5 0 - 7 0 . 0 + 6 5 0 " 7 0 , 0 C u s t o m S i z e 3 8 . 5 1 7 - 3 9 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 E q u a J - - U l e 3 5 . 5 1 7 • 3 8 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 7 0 . 0 7 5 C u s t o m S i z e 3 2 . 5 1 7 . 3 5 . 5 1 6 + 6 5 . 0 - 7 0 0 + 6 5 . 0 - 7 0 . 0 S t a n d a r d P r c n i e w 2 9 . 5 1 7 - 3 2 . 5 1 6 + 6 5 0 - 7 0 . 0 + 6 5 , 0 - 7 0 . 0 C u s t o m S i z e 2 6 5 1 7 - 2 9 . 5 1 6 + 6 5 . 0 - 7 0 . 0 + 6 5 . 0 - 6 7 . 3 S h o r t e s t 2 4 . 8 6 4 - 2 6 . 5 1 6 + 6 5 . 0 - 7 0 0 + 6 5 0 - 6 6 _ 5 E q u a l - ~ l e 3 8 . 5 1 7 - 4 1 , 6 4 4 + 6 5 , 0 - 7 0 . 0 + 6 5 . 0 - 7 0 0 8 4 c u s t o m S i z e 3 5 . 5 1 7 - 3 8 , 5 1 6 + 6 5 0 - 7 0 , 0 + 6 5 . 0 - 6 7 , 3 S t a n d a r d P r o \ . l e w 3 3 8 6 4 - 3 5 . 5 1 6 + 6 5 0 - 7 0 . 0 + 6 5 . 0 - 6 6 . 5 9 1 . 7 8 T o l ! e s t . . . 4 1 . 6 4 4 + 6 5 . 0 - 7 0 . 0 + 6 5 . o - 0 0 . 5 S E E T A B L E 1 0 , S H E E T 9 F O R A N C H O R G R O U P A N D Q U A N T I T Y . • • M I N . S A S H H E I G H T = W I N D O W B U C K H E I G H T - 5 0 . 1 3 6 ( A P P L I E S T O A N Y H E I G H T 9 1 . 7 8 " O R J F S S ) J A M B T A B L E S : G l a ! Z T y p e s 6 , 7 & 8 D e s i g n P r e s s u r e , l b s t t t 2 + 6 5 . 0 / - 7 0 . 0 R e I n f . L e v e l 1 - - - - - - - - - - - 1 R 2 F o r a l l w i n d o w a n d s a s h s i z e s S E E T A B L E 1 0 , S H E E T 9 F O R A N C H O R G R O U P A N D Q U A N T I T Y . I ~ □ ~ ~ = w l D H E A D E R 2 3 - - - - - - - I \ I . ~ = ] M E E T I N G R A I L ~ 0 ~ ~ @ I - ] E X T E R I O R ¢ i - - - - - - - I S E C T I O N D E T A I L F O R W I N D O W S W I T H S A S H H E I G H T L E V E L R 2 R E I N F O R C E M E N T & G L A S S T Y P E S 5 , 6 , 7 & 8 ( R E I N F O R C E M E N T S S H O W N I N F I G U R E S A B O V E A P P L Y T O A L L F R A M E T Y P E S & C O N F I G U R A T I O N S ) S e r i e s / M o d e l : S c a l e : S h e e t : R E G I S T R A T I O N # 2 9 2 9 8 S H - 5 5 0 0 N T S 6 O F 1 3 D r o w i n g N o . R e v : M D - S H 5 5 0 0 - 0 1 C TABLE 7: Glass Type 9-12, 15 & 16 Relnf. Level 3 23.5 28 37 375 44 48 Bottom Sash Description for given Rango@ Window Height Shown Equa!-11te Standard Cottage Equal-lite Standard Proview Tallest Sash Height Range (1n) Design Pressure, lbs/ft2 Window Buck Width (in) up to 40 48 52.125 54 11-394 +70,0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 14.517-15.870 +700 -110_0 +70.0 -110.0 +70.0 -110.0 +70.0 -110,0 11.583-14.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 11.377-11.sa2 +7o.o -110.0 +7o.o -110.0 +7o.o .,mo +7o.o -110.0 23.517-25.286 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Standard Cottage 20.958-23.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal-lite 17.517-20.957 +70.0 -110.0 +70,0 -1100 +70.0 -110.0 +70.0 -109.0 Standa!tl Preview 14.517-17_516 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Shortest 11,377-14516 +70,0 -110_0 +70.0 -110.0 +70.0 -107.0 +70.0 -103.0 Tallest 27.583-3t911 +70.0 -110.0 +70.0 -99.0 +700 -93.0 +70.0 -90.0 Custom Size 26517-27582 +700 -110,0 +700 -1100 +700 -110.0 +70,0 .1100 Standard Cottage 23.517-26.516 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal-lite 20.517-23.516 +70.0 -110.0 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 Standard Pro-liew 17_517-20516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 14.517 -17.516 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 Shorlest 11.377-14.516 +70.0 -110.0 +700 -110.0 +70.0 -107.0 +70.0 -103.0 Tallest 31.583-35.911 +70.0 -110.0 +70.0 -99.0 +70.0 -93,0 +70.0 -90.0 Standard Cottage 26.517-31.582 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal-Ille 20.517 · 26.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 StandardPro-.'iew 17,517-20.516 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 CustomSize 14517-17.516 +700 -110.0 +700 -110.0 +70.0 -110.0 +70,0 -110.0 Custom Size 12.517-14.516 +70.0 -110.0 +70.0 -110,0 +70.0 -110_0 +70.0 -110.0 f1-----+--•-"""c.."c.c.'--1--'-'~3-77_._1~2~5~1~•+-•-'~'~'+-·'~'~'~'+-'~'~'-~'+-·'~'~'~'+-'~'~'-~'+-·'~'~'~o+-,~'~'-~o+-.1~1~0."lo TaHest 33.208-37536 +70.0 -110.0 +700 -99.0 +70.0 -93.0 +70.0 -90.0 Standard Cottage 28.517 -33,207 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Equal-lite 23.517-26.516 +70.0 -110,0 +700 -110.0 +70.0 -110.0 +700 -110.0 49.625 CuslomSize 20.517-23516 +700 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 StandardProview 17.517-20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 CustomSize 14.517-17518 +70.0 -1100 +700 -110,0 +70.0 -110.0 +70.0 -110,0 CuslomSize 12.517-14.516 +70,0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Shortest 11.377-12.516 +700 -110.0 +70.0 -110,0 +700 ·110.0 +70.0 -110.0 Tallest 36.517-41.644 +70.0 •110,0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 StandardCottage 31.517-36.516 +70.0 -110.0 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 Equal-lite 26.517-31516 +70.0 -110.0 +70.0 -110,0 +70-0 -110.0 +70.0 -110.0 StandardPllMew 23.517-26.516 +700 -110.0 +70.0 -110,0 +70.0 -110.0 +70.0 -110.0 62 CustomSize 20.517-23.516 +700 -110.0 +70.0 -110.0 +70,0 -110.0 +70,0 -1100 Custom Size H.517. 20.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 ---------+-------,>--+---,--+---,--+---,:--+--1 Custom Size 14.517-ff518 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 13.017-14.516 +70,0 -110,0 +70.0 -110.0 +70,0 -1100 +70,0 -110.0 Shortest 11.864-13016 +10,0 -110.0 +mo -1100 +7o.o -110_0 +mo .110.0 Tallest 39.517-41.644 +70.0 -110.0 +700 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 36.517-39516 +70.0 -110.0 +70.0 -1100 +70.0 -110.0 +70.0 -1100 Equal-lite 35 517 -38.516 +70.0 -110.0 -t?O.O -110.0 +70.0 -110.0 +70.0 -110.0 75 Custom Size 32.517-35.516 +70 0 -110.0 +70.0 -110.0 +70,0 ·110.0 +70.0 -110.0 Standard Pruliew 29.517. 32.516 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 Custom Size 26517-29516 +70.0 -110.0 +70.0 -110.0 +700 -110.0 +70.0 -110.0 Shortest 24.864-26.516 +70.0 -1100 +70.0 -110.0 +70.0 -110.0 +700 -110.0 Equaf.-lite 38.517 • 41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 84 Custom Size 35.517 -38.516 +70 0 -110.0 +70_0 -110.0 +70.0 -110,0 +70.0 -110.0 Standard Pro-liew 33.864-35516 +70.0 -110,0 +700 -110.0J +70.0 -110,0 +70.0 -110.0 91.78 Tallest ..,, -41.644 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 +70.0 -110.0 SEE TABLE 11, SHEET 10 FOR ANCHOR GROUP AND QUANTITY. ••MIN.SASH HEIGHT= WINDOW BUCK HEIGHT-50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) NOTES: 1) USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME. 2) FRAME DIMENSIONS ARE BUCK. SASH HEIGHT IS AS PER THE FIGURE. TABLE 8: Glass Type B o t t o m S a s h 13 & 14 Desc r i p t i o n f o r g l v e n 1-c,.,~,~,~,.~L-e-v,-.,~ Ra n g e @ W m d o \ N 3 H e i g h t S h o w n 23,5 E q u a l . l i t e Sta n d a r d C o t t a g e 28 E q u a l • t i t e Sta n d a r d P r C M e w T a l l e s t S a s h H e i g h t R a n g e { i n ) 1 1 . 3 9 4 D e s i g n P r e s s u r e l b s / f t 2 W i n d o w B u c k W i d t h { i n ) 1 B 2 4 3 2 3 6 4 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 . 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 4 8 5 2 1 2 5 5 4 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 1 4 , 5 1 7 - 1 5 . 8 7 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 1 1 . 5 8 3 - 1 4 , 5 1 6 + 1 0 . 0 - 1 1 0 . 0 + 1 0 . 0 - 1 1 0 . 0 + 1 0 . 0 . 1 1 0 . 0 + 1 0 . 0 - 1 1 0 . 0 + 1 0 . 0 . 1 m o + 1 0 . 0 - 1 1 0 . 0 + 1 0 . 0 - 1 1 0 . 0 + 1 0 . 0 - 1 1 0 . 0 1 1 . 3 n - 1 1 . 5 8 2 + m o - 1 1 0 . 0 + 1 0 . 0 - 1 1 0 . 0 + 1 0 . 0 - 1 1 0 . 0 + 1 0 . 0 . 1 1 0 . 0 + 1 0 . 0 . 1 1 0 . 0 + 1 0 . 0 - 1 1 0 . 0 + 1 0 . 0 - 1 1 0 . 0 + 1 0 . 0 - 1 1 0 . 0 2 3 . 5 1 7 - 2 5 . 2 8 6 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 Sta n d a r d C o t t a g e 2 0 . 9 5 8 - 2 3 . 5 1 6 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 37,375 E q u a l - l i t e 1 7 . 5 1 7 - 2 0 . 9 5 7 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 9 . 0 Sta n d a r d P r < M e w 1 4 . 5 1 7 - 1 7 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 S h o r t e s t 1 1 . 3 7 7 - 1 4 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 7 , 0 + 7 0 . 0 - 1 0 3 . 0 T a l l e s t 2 7 , 5 8 3 - 3 1 . 9 1 1 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 9 9 , 0 + 7 0 . 0 - 9 3 , 0 + 7 0 , 0 - 9 0 . 0 I I 0 = - ~ w ~ ~ l l i > - 0 H E A D E R 44 C u s t o m S i z e 2 6 5 1 7 - 2 7 . 5 8 2 + 7 0 . 0 · 1 1 0 0 + 7 0 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 0 + 7 0 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 , 0 Sta n d a r d C o t t a g e 2 3 . 5 1 7 - 2 6 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 , 0 E q u a l - t i l e 2 0 , 5 1 7 - 2 3 , 5 1 6 + 7 0 , 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 , 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 i M E E T I N G R A s a l : - - L - . - 48 Sta n d a r d P r o . i e w 1 7 , 5 1 7 - 2 0 , 5 1 6 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 C u s t o m S i z e 1 4 . 5 1 7 - 1 7 . 5 1 6 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 , 0 + 7 0 , 0 - 1 1 0 . 0 S h o r t e s t f U T T - 1 4 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 · 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 7 , 0 + 7 0 . 0 · 1 0 3 , 0 T a l l e s t 3 1 . 5 8 3 - 3 5 , 9 1 1 + 7 0 . 0 - 1 1 0 , 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 9 9 . 0 + 7 0 , 0 - 9 3 . 0 + 7 0 . 0 - 9 0 , 0 Sta n d a r d C o t t a g e 2 6 . 5 1 7 - 3 1 , 5 8 2 + 7 0 . 0 - 1 1 0 , 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 . 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 E q u a l - h i e 2 0 5 1 7 - 2 6 . 5 1 6 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 · 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 , 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 St a n d a r d P r m i e w 1 7 . 5 1 7 - 2 0 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 C u s t o m S i z e 1 4 . 5 1 7 - 1 7 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 C u s t o m S i z e 1 2 . . 5 1 7 - 1 4 5 1 6 + 7 0 . 0 - 1 1 0 0 + 7 0 0 - 1 1 0 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 0 + 7 0 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 g~--➔--s - " " " - ' - ' - ' - - ~ 1 _ 1 . _ J n _ . _ 1 _ 2 _ . 5 _ 1 • ➔ - • - ' - ' - ' ~ · 1 _ 1 _ 0 _ 0 ~ • - ' - ' - - ' ~ · 1 _ 1 _ 0 . _ o + • - • _ 1 0 _ o r . 1 _ 1 0 _ . _ o ~ • - " - · ' + · - ' - ' o _ . _ o ~ • - 1 0 _ . o + . - ' _ 1 0 _ . _ o ~ • - 1 0 _ . o + . - ' _ 1 0 _ . o + • - ' - ' - ' + · - ' ' - ' - · ' + ' - ' - ' - · ' + · - ' ' - ' - o ~ ~ T a l l e s t 3 3 . 2 0 8 - 3 7 . 5 3 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 9 9 . 0 + 7 0 . 0 - 9 3 . 0 + 7 0 , 0 - 9 0 , 0 f Sta n d a r d C o l t a g e 2 6 . 5 1 7 - 3 3 . 2 0 7 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 , 0 "g E q u a l - l i t e 2 3 5 1 7 - 2 6 5 1 6 + 7 0 . 0 • 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 0 + 7 0 , 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 0 m C u s t o m S i z e 2 0 . 5 1 7 - 2 3 . 5 1 6 + 7 0 , 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 § 49.625 ~ Sta n d a r d P r C M e w 1 7 . 5 1 7 - 2 0 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 , 0 + 7 0 . 0 · 1 1 0 . 0 :,.. C u s t o m S i z e 1 4 . 5 1 7 - 1 7 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 , 0 62 75 84 C u s t o m S i z e 1 2 . 5 1 7 - 1 4 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 S h o r t e s t 1 1 . 3 T T - 1 2 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 , 0 - 1 1 0 0 T a l l e s t 3 6 . 5 1 7 - 4 1 6 4 4 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 . j - 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 0 - 1 0 5 . 7 Sta n d a r d C o t t a g e 3 1 . 5 1 7 - 3 6 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 - 0 + 7 0 . 0 - 1 0 8 . 5 + 7 0 . 0 - 1 0 3 . 0 E q u a l - h i e 2 6 . 5 1 7 - 3 1 . 5 1 6 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 , 0 1 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 7 . 9 + 7 0 . 0 - 1 0 2 . 4 2 3 . 5 1 7 - 2 6 , 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 5 . 2 Sta n d a r d P r C M e w C u s t o m S i z e 2 0 . 5 1 7 - 2 3 , 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 0 7 , 0 C u s t o m S i z e 1 7 5 1 7 - 2 0 . 5 1 6 + 7 0 , 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 9 6 C u s t o m S i z e 1 4 . 5 1 7 - 1 7 . 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 0 0 . 0 + 7 0 . 0 - 1 0 2 , 6 + 7 0 . 0 - 1 0 0 . 5 + 7 0 . 0 - 1 0 0 . 5 + 7 0 . 0 - 1 0 0 , 5 C u s t o m S i z e 1 3 , 0 1 7 - 1 4 , 5 1 6 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 • + 7 0 . 0 - 1 0 6 . 2 + 7 0 0 - 1 0 0 . 7 + 7 0 . 0 - 9 7 . 1 + 7 0 . 0 - 9 4 . 4 + 7 0 . 0 - 9 4 4 + 7 0 , 0 - 9 4 . 4 S h o r t e s ! 1 1 . 8 6 4 - 1 3 . 0 1 6 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 2 , 6 + 7 0 . 0 - 9 7 . 0 + 7 0 . 0 - 9 3 . 3 + 7 0 0 - 9 0 , 1 + 7 0 . 0 - 9 0 . 0 + 7 0 . 0 - 9 0 . 0 T a l l e s t 3 9 . 5 1 7 - 4 1 . 6 4 4 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 1 . 5 + 7 0 . 0 - 9 6 . 0 C u s t o m S i z e 3 8 . 5 1 7 - 3 9 , 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 1 . 7 + 7 0 . 0 - 9 6 . 3 E q u a ! - h l e 3 5 . 5 1 7 - 3 8 5 1 6 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 ~ 1 1 0 . 0 + 7 0 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 0 , 4 + 7 0 . 0 - 9 5 . 0 C u s l o m S i z e 3 2 . 5 1 7 - 3 5 , 5 1 8 + 7 0 , 0 · 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 , 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 0 . 7 + 7 0 0 . . 9 5 . 2 Sta n d a r d P r o . i e - N 2 9 . 5 1 7 - 3 2 , 5 1 6 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 0 9 . 8 + 7 0 . 0 - 1 0 1 . 6 + 7 0 . 0 - 9 6 . 1 C u s t o m S i z e 2 6 . 5 1 7 - 2 9 . 5 1 6 + 7 0 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 0 7 . 9 + 7 0 . 0 · 1 0 2 . 4 + 7 0 , 0 - 9 8 , 9 + 7 0 . 0 - 9 6 . 4 + 7 0 . 0 - 9 6 . 4 + 7 0 . 0 - 9 6 . 4 S h o r t e s t 2 4 . 8 6 4 - 2 6 . 5 1 6 + 7 0 . 0 - 1 1 0 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 4 6 + 7 0 . 0 - 9 9 . 1 + 7 0 , 0 . 9 5 4 + 7 0 0 - 9 2 . 4 + 7 0 . 0 - 9 2 . 4 + 7 0 , 0 - 9 2 . 4 E q u a ! - l i l e 3 8 . 5 1 7 - 4 1 . 6 4 4 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 9 . 8 + 7 0 . 0 - 9 6 . 7 + 7 0 . 0 - 9 1 . 1 C u s t o m S i z e 3 5 . 5 1 7 - 3 8 . 5 1 6 + 7 0 . 0 . 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 7 . 9 + 7 0 . 0 - 1 0 2 . 4 + 7 0 . 0 - 0 0 . 9 + 7 0 . 0 - 9 6 . 4 + 7 0 0 - 9 6 . 4 + 7 0 . 0 - 9 1 . 6 Sta n d a r d P r o - . i e w 3 3 . 8 6 4 - 3 5 . 5 1 6 + 7 0 . 0 - 1 1 0 , 0 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 0 2 . 6 + 7 0 , 0 - 9 7 . 0 + 7 0 . 0 . 9 3 _ 3 + 7 0 . 0 - 9 0 , 1 + 7 0 . 0 - 9 0 . 0 + 7 0 . 0 - 9 0 . 0 91.78 T a l l e s t * * . 4 1 . 6 4 4 + 7 0 . 0 - 1 1 0 . 0 + 7 0 . 0 - 1 1 0 . 0 I + 7 0 . 0 - 1 0 2 , 6 + 7 0 . 0 - 9 7 , 0 + 7 0 . 0 - 9 3 . 3 + 7 0 . 0 - 9 0 . 1 + 7 0 . 0 - 9 0 . 0 + 7 0 . 0 - 9 0 , 0 SEE TABLE 11, S H E E T 1 0 F O R A N C H O R G R O U P A N D Q U A N T I T Y . J A M B S E C T I O N D E T A I L F O R W I N D O W S W I T H L E V E L R 3 R E I N F O R C E M E N T & G L A S S T Y P E S 9 - 1 6 ( R E I N F O R C E M E N T S S H O W N I N F I G U R E S A B O V E A P P L Y T O A L L C O N F I G U R A T I O N S ) I G L A S S T Y P E S 9 T H R O U G H 1 6 M A Y N O T B E U S E D W I T H J - C H A N N E L O R I N T E G R A L e F I N F R A M E S 2 5 •• MIN. SASH H E I G H T = W I N D O W B U C K H E I G H T · 5 0 . 1 3 6 , , 1 , 1 , (APPLIES TO A N Y H E I G H T 9 1 . 7 8 " O R L E S S ) . . - - - - - , , , - . . , - , _ + - ~ 1 w l u Y ~ ~ - , ~ , r , - , - - - . . - - - - - - - - - - - r = R e v l - , - s " " l o - n - , - - - - - - - - - - - - - - - - - - i , ' ~ · · · , _ i c . d , s , - , · · < ' ~ A K - 0 3 / 1 0 / 2 0 I S A S H H E I G H T , · : - " ' ~ ' ( \ 0 ~ 1 " · : ~ · i v ' Y : 1 1 / ; , , , , , L f e t ~ C ) S A S H H E I G H T C O R R E C T I O N . - " : - " < " . - · , · · . . < S p " ' . ; . j } _ • ' c " v N o . 5 8 7 0 5 * i I + @ 1 - - - . - n - · p _ t l o _ n _ : - - - - - - - - - - - - - - - - - L - - - - ~ ~ a ~ r a - w - n ~ B y : ~ . - - - - - - - i = : f } \ ~ t ) . - · £ r : i l - - 1 - 0 , - 0 - T E - C H _ N _ O _ L O G - Y D _ R _ I V E _ D E S I G N P R E S S U R E T A B L E S J R O S O W S K I : : , Y . : - : . _ · · . . ? ! J r ~ f ~ _ : · I ! ) ~ N . V E N I C E , F L 3 4 2 7 5 e - 1 1 - u - . , - - - - - - - - - - - - - - - - - - - - - - ~ ~ - - ~ D a t ~ . - , - - - - t ' ~ ✓ r s < . ; - ' . 1 . . . . . · < o ' i f ' . : : > ' < 9 4 1 > 4 8 0 - 1 6 0 0 S I N G L E H U N G W I N D O W I N S T A L L A T I O N - L M 0 5 / 1 5 / 1 5 3) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SH O W N ON THE TABLE. , + , \ . ) / ( " ' ) / \ f ' " ' . : \ ~ , , 1 1 1 · . . . . . 1 , J f \ l C · ' , \ · l 1 1 ; . , • ~ \ \ \ \ ' A . L Y N N M I L L E R . P . E . S e r i e s / M o d e / : S c a l a : S H - 5 5 0 0 N T S S h e e t D r a w i n g N o . R e v : 7 O F 1 3 M D - S H 5 5 0 0 - 0 1 C P . E . # 5 8 7 0 5 R E G I S T R A T I O N # 2 9 2 9 6 TABLE 9: F O R A N C H O R G R O U P D , T A B L E 1 0 , S H E E T 9 M A Y B E U S E D . Anchor Quantities Required for "Through-Frame" Installation 18" Wide 24• Wide Anchor Group A 32"Wide 36" Wk!e 40' \/Me 48" Wide 52-118" W i d e 1 8 " W i d e 2 4 " W i d e 3 2 " W i d e A n c h o r G r o o p B A n c h o r G r o o p C 3 6 " W i d e 4 0 " ' A 1 d e 4 8 " W l d e 5 2 - 1 / 8 " W i d e 1 8 " W l d e 2 4 " W i d e 3 2 " W i d e 3 6 " ' W i d e 4 0 " W i d e 4 8 " W ! d e 5 2 - 1 / 8 " W i d e Glass Types 5,6,7&8 Reinf. Lovol R1 23.5 28 37.375 44 48 Bollcm Sash Descfiptlon br gM!n Range@ WindON Height Shown Sash He!ghl Range (1n) Equal-hie 11 .. 394 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 standartl Cott119e 14,517 -15.870 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 t 2 2 1 2 2 1 2 2 1 2 2 1 2 2 2 2 Equal-me 11.583-14,516 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Stenderd Pro~ew 11-377-11.582 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 T11Uesl 23.517. 25.286 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 f------+------1--1-+--1e-+--1-+.--1-+--ll-+--+->--+-l--+-l--+-l-+--l l - . . . . - > - - + - . . . . . - + - l - + - 1 - + - - 1 1 - + - - 1 - + - - - 1 - + - - 1 - + - - + - + - - + - l - - l l - + - - + - + - - + - l - - + - l - - + - - I ~ - · · Standard Cottage 20.958 -23.516 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Equal-lite 17.517-20.957 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Pro\\(!',¥ 14 517 -17.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 11.377-14.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 27,583-31.911 1 J 1 1 J 1 1 3 2 1 J 2 1 J 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Custom S!ze 26.517. 27.582 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 StandardCottage 23.517-26516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Equal-Itta 20.517-23.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Slaodanl Pro\.1ew 17.517-20,516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 ! 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 customslze 14.517-17.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 11.377 -14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 J 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 31.583 -35.911 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 StMdard cottage 26.517. 31.582 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Equal..Jite 20.517-26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 ! 2 2 3 2 2 3 2 2 3 2 standard Pro\.1ew 17.517-20516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 t 3 2 t 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 custom Size 14.517 -17,516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Custom Size 12.517 -14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 g:f---+--s="~""~'~'-'--t--,'=,.="'"'"·~'='·='~''-t-'-t~'-t-'➔-'➔~'➔~'➔~'➔~'➔~'-11-~'-+-='+=2+7'+=2+='+7'+='+2-t-'-t-2 - t - ' - t r ' + = ' + 7 1 + 7 ' + = ' + 7 ' + ' - t - ' - t ~ 2 ➔ - ' - t ~ ' ➔ ~ ' ➔ - ' ➔ ~ ' ➔ ~ 2 - 1 1 - ~ ' - + - ~ 2 + = ' + ~ ' + = ' + = ' - t - ~ ' ➔ ~ ' - + - ~ ' + ~ ' + = 2 + 7 1 + 7 ' + = ' + = ' + ' - t - ' - t ~ ' ➔ - ' ➔ ~ ' - + - ~ 2 + ~ ' - + - = 2 + = ' + 7 ' + = ' + = ' - i :I': Tallest 33.208. 37,536 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 f standard Colt~e 26.517-33.207 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 J 2 2 3 2 2 J 2 2 3 t 2 3 t 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 "g Equal-llte 23.517-26516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 I 2 2 3 2 2 3 2 2 3 2 m custom Size 20.517-23.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 I 2 3 2 2 3 2 2 3 2 2 :; 49 625 -8 Standard Pro~ew 17,517 -20.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 i 2 3 2 2 3 2 2 3 2 2 i Custom Size 14.517 -17.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 f-~eu~,~,=~s~.-,-+-1~,~,=11=--,~,~.,~,,~1-c,+=,+=,+=,+2-t-=,+,-t~,-t~,➔~,-t~2➔~,➔~,-+-~2-+-~,-11-~,-+-=,-+-=,+ = , + = , + = , - t - ~ , c + ~ , c + ~ , - + ~ , + = , + ~ , - + - = , + = , + = , + = , + = , + = , + , - t - , - t ~ , ➔ ~ , - t ~ , ➔ ~ 2 ➔ ~ , c + ~ , ➔ ~ , c - 1 - , - t ~ 2 - t - , ➔ ~ , c + ~ , ➔ ~ , - 1 1 - - , , + c , ~ - , - < i - , - + - , - + - , - + - , + - , + - , + - , + 2 - - 1 - , - - 1 - , - t - 2 - - 1 - , - 1 Shortest 11-377-12.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 J 2 1 J 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 36.517-41,644 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Standard Collage 31.517-36.516 3 3 1 3 3 1 J 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 J 2 Equal-hie 26517-31.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 t 3 3 2 3 J i 2 3 J 2 3 J 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Standard Pl'O\{ew 23517-26516 3 3 1 3 3 1 3 3 2 3 3 i 2 3 J 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 1 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 62 cm,tomS1Ze 20,517-23516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 1---cu~,-,=~s~.-,--+-,=,~.,7177-72~,~.,710c-1~,-+72-t T 3 2 1 ~r· 2 2 ~3~ 2 2 3-· -2. ~·2 J ·-2-~ 2 3 -2 2 3 ~ 2 1 ~ · 3 · · · · 2 ~ - 1 - ~ 3 ~ " 2 2 J 2 2 3 · - - 2 - 2 · - - 3 - - i - 2 3 2 2 3 2 1 3 2 1 J 2 2 J 2 2 3 2 2 3 2 2 J 2 2 CUslom Stze 14.517 -17.516 4 2 1 4 2 1 4 2 2 4 2 j 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 customstze 13.017-14516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 t 4 2 1 4 2 2 4 2 l 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Shortest 11.864-13016 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 J 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Tallest 39517-4L644 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 CUstomS!ze 38,517-39.516 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 1 4 1 3 4 2 3 4 2 3 4 2 J 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 75 StandardPro\iew 29.517-32.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 t J 3 2 3 3 2 3 3 2 J 3 2 3 3 2 3 3 1 3 3 1 J 3 2 3 3 2 3 3 2 3 J 2 3 3 2 customSlze 26.517-29.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 f---Sh_ort_os_t __ l-2-,-.,-,,-.-26-5-16--ll-4+-,+-, +,--1-,--1-, +-,-t-,-t-2-<t-,-+-,-+-,-+-,-+-,+-,-+-,+-,+-,+-,-,1- , + - , - 0 - - , - + - , - + - , - + - , + - , + - , + - , + - , + - , + - , + - , + - , + , - - 1 - , - t - 2 - - t t - , - + - , - + - , - l - - , - + - , - + - , - 0 - , - - 1 - , - + - , - l - - 4 - + - , - + - , - + - , - + - , + - , + - , + - , - - f 2 ' T . · ~ 3 ~ · y " 4 · - t - - - , + - , + 7 4 + - 3 - · · 2 Equal..Jite 38.517-41.644 3 4 1 3 4 1 3 4 2 3 4 2 J 4 2 3 4 2 3 4 3 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 ' 2 3 4 2 3 4 2 3 4 2 64 Custom Size 35 517-38.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 4 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 SIMdflrd Pro\.11m 33 818~35.516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 91-78 Tallest •• • 41.644 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 3 4 4 1 4 l 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 4 4 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 2 SEE TABLE 4, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. •• MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -50.136 (APPLIES TO ANY HEIGHT 91. 78" OR LESS) R e v i s i o n : M a x . A n c h o r o . c . S p a c i n g f o r " I n t e g r a l - F i n " I n s t a l l a t i o n NOTES: C ) N O C H A N G E S T H I S S H E E T . A K - 0 3 / 1 0 / 2 0 1) USE THE ABOVE ''ANCHOR QUANTITIES REQUIRED ......... "TABLE FOR ANCHORS INSTALLED THRO U G H T H E F R A M E . A n c h o r A n c h o c G r o u p E G r o u p F 3 . 6 " 4 • D e s c r i p t i o n : D r a w n B y : 2) USE THE ABOVE "MAX. ANCHOR O.C. SPAC/NG .......... "TABLE FOR ANCHORS INSTALLED THROUG H T H E I N T E G R A L F I N . 1 0 7 0 l E C H N O L O G Y D R I V E N . V E N I C E , F L 3 4 2 7 5 ( 9 4 1 ) - 4 8 0 - 1 6 0 0 A N C H O R Q U A N T I T Y T A B L E J R O S O W S K I 3) FRAME DIMENSIONS ARE BUCK. "MR"= MEETING RAIL. 1 i t l e : D a t e : 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHO W N O N T H E T A B L E . S I N G L E H U N G W I N D O W I N S T A L L A T I O N - L M 0 5 / 1 5 / 1 5 S e r i e s / M o d e l : S c a l e : S h e e t : D r a w i n g N o . R e v : 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. R E G I S T R A T I O N # 2 9 2 9 6 S H - 5 5 0 0 N T S 8 O F 1 3 M D - S H 5 5 0 0 - 0 1 C TABLE 10: Anchor Quo.ntlUes Required for "Through-Frame" lnslilllation 16" Wlde 24" Wlde Anchor Group B 32" 'Nide 36"Wtde 40" Wide 48' W1de 52-118" Wi d e 1 8 " W l d e 2 4 " W l d e J,mb A n c h o r G r o u p C A n c h o r G r o u p D 3 2 " V l i d e 3 6 " W l d e 4 0 " W i d e 4 6 ' W i d e 5 2 - 1 ! 8 " W i d e 1 8 " W i d e 2 4 " W t d e 3 2 " W i d e 3 6 " W i d e - " m b -- - ~ Gia• Typ&a Bottom Sash " " ::: ::;; " " : : E : : ; ; 5, 6, 7 & 8 Descrtp1ion br given SMh Height Rwige(ln) I 1 I I Rainf. Level Range@ Windcm R2 Height Sh!Wn 23.5 Equal--llte 11.394 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Standard Cottnge 14.517 -15.670 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 28 EquaHite 11.583-14.516 1 2 1 1 2 t 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Slanden:IPrtMew 11.377-11.582 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 23.517-25.21!6 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 SlandardCottage 20.958-23516 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Rlli~--E~•-•-•-•--+-'-'-•_17_-2_0_._7+-'+-'+-'+-'+-'+-'+l-+-1-+2 I 2 I I I 2 I II I I I 2 I 1 I 2 1 I I I 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 I 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Standard Prtl'.iew 14.517 -17,516 2 2 1 2 2 1 2 2 2 +c,c-tc,c-tclc-llclc+c,c+~lc+~,c+~,+~,+~,+~,+ ~ , - 1 - 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Shortest 11-377 -14.516 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 27.583-3U11 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 J 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 OJ st om Size -· 2",-.,,-,.,·_··1-,-.sa,=+c,+c,+-,-1-cl+c,+c, +,,-,-,,-,-,c-t-,➔-,c-t-,➔-,➔-,➔-,➔-,-+-,-+-,-+-,+-,+ - , ➔ - , c - t - , - + - , ➔ - , ➔ - , ➔ - , - + - 1 - + - , + - , + - , + - , + - , + - , - < · " 3 · + - , + - , + - , + - , + 1 - + - , - + - , - 4 2 ~ J 7 l - , + - 1 + - , + - , + - , - 1 - , - + - , - + - , - + - , - + - , + - , + - , + - , + - , + - , + , ➔ - , - + - , ➔ - , - < Standard cottage 23,517 -25.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 J 1 2 3 1 2 3 2 2 J 2 2 3 2 2 3 2 2 3 2 44 Equal-lite 20.517-23.515 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 stondan:I Pto'>iew -•--,.-.,-,-,---20-.s-,-,-+-,-+-,-+-,+-,+-,+-, +,-+-,-+-,-ii·-, ·+-,+-,+-,+-,+-,+-2+-,+-2+·2 -i· - 2 · 2 · · ~ a 2 + - , + ~ , + 7 2 - l - 7 1 + ~ , + ~ 1 + 2 , - J - 2 c - f c 2 c - f c 2 c - i c 2 c - f c 2 c + c 2 c + c 2 + - 2 + ~ , + 7 2 - l - 7 2 - l - 7 2 - l c 2 c + - 2 c + c 1 - t - 2 + s 2 + 7 1 - l - c 2 + - , + ~ 2 + 7 2 + ~ , + ~ 2 + 2 , - t - 2 , - t c 2 c - l c 2 c + c 2 c + ~ 2 c + - 2 + - , + ~ , - I OJslom Size 14,517 -17.516 J 2 1 3 2 1 J 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 J 2 2 ' 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 J 2 2 Shortest 11.377-14,516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Tallest 31.583-35.911 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard cottage 26 517 • 31.582 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 48 Equal-lite 20.517 · 26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 , 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 1 3 2 StandarnPrtruew 17.517-20516 3 2 1 J 2 1 J 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 I 2 3 2 2 3 2 - , - + , - - 1 - , - 1 - , - t + - , + - , + - , + - , + - , + - , + , c - t - , - + - , ➔ - , - + - , - + - , - + - , + - , + - , + ~ , + - , + , - f i - , c - t - , - + - , - < OJstom Size 14.517 -17.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 J 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 OJstom Size 12.517 -14.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ~-~---+--,--,--,--,-+-+--+--i>-.-+-1-+-+-+---lf-+--+-+--+-+--+-+-+-i-+ ·-· - - · - - ~ - + - + - + - + - • - + - - + - > - - + - + - - 4 - - + - + - + - + - l - + - l - + - - < + - - + - f - + - 1 - + - f i - + - - + - + - - + - + - - + - + - + - f i + - + - l - + - - + - + - - i .§. f---+--8~'~""~"-,-1--t--,1~1·="~'~--'='·='="-t-3,-t-2,-t-1,-t-3,-tc2c+-1,+c3-+~2+-'+~'-+-'+-'-+~3+='+72+~3+='+~'+c3+2,-t - 2 , - t 1 - , 3 - t - = ' + ~ ' + ~ ' + = ' + = ' + = ' + ~ 2 + 2 c - l - 3 - f i - 2 c - f - 2 c - i - 3 , - t c 2 c + - 2 c + - 3 + ~ 2 + ~ 2 + - 3 + ~ 2 + ~ 2 - l - 3 - + ~ 2 c + c 1 - t c 3 + = 2 + ~ ' + = 3 + = 2 + ~ 2 + 3 - f i - 2 c - f - 2 c + - 3 - + ~ 2 - + ~ 2 - t c 3 + ~ 2 + ~ • + ~ 3 + ~ 2 + 2 - f i E Tallest 33.208 · 37,536 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 4 2 1 3 1 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 f Standard cottage 26.517 • 33.207 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 g EquaHite 23.517 • 26.516 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 1 2 3 1 2 J 2 2 3 2 2 3 2 2 J 2 2 3 2 2 3 1 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 w customstze 20517-23516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 J 3 2 3 2 1 J 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 ~ 49-525 Standard Prtruew 17.517-20,516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 J 2 2 3 2 1 3 2 1 3 2 2 J 2 2 3 2 2 3 2 2 3 2 2 J 2 1 3 2 1 3 2 2 J 2 2 J 2 2 3 2 2 3 2 2 i OJstcrn Size 14.517 -17.516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 custom Size 12.517 -14 516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 Shortest 11.377 -12.516 3 2 1 3 2 1 J 2 2 3 2 2 J 2 2 3 2 2 3 2 2 3 2 1 J 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 I 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 TaUest 36.517 -41.644 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 I 2 2 4 2 2 4 2 2 4 2 2 4 1 2 4 1 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 Standan:I Cottage 31.517 -36.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 J 3 1 3 3 1 3 3 2 3 3 2 3 J 2 J 3 2 3 4 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 Equa!~Ite 26.517-31.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 J 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 i 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 standan:IPro~ew 23.517-26.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 J 2 3 3 I 2 3 3 2 3 3 2 3 3 3 3 3 1 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 J 3 2 62 OJs!om Size 20 517 -23 516 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 2 1 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 OJstom Sile ff517 -20.516 3 2 1 3 2 1 3 2 2 J 2 2 3 2 2 3 2 2 3 2 2 3 2 1 3 2 1 3 2 2 3 2 : 2 3 2 2 J 2 2 3 2 3 J 2 1 3 2 1 J 2 2 3 2 2 3 2 2 3 2 2 3 2 2 OJstom Size 14.517 -17.516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 j 2 4 2 2 4 2 2 4 2 3 4 2 I 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 I 2 2 CUstcrn Size 13.017 -14 516 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Shortes! 11864-13016 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 1 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 Tallest 39517-41.644 3 4 1 J 4 1 3 4 2 3 4 2 3 4 2 3 4 2 J 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 J 4 2 3 4 2 3 4 2 OJstom Size 38.517 -39,515 3 4 1 J 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 2 3 4 1 3 4 1 3 4 2 3 4 2 J 4 2 J 4 2 3 4 2 Equol-llte 35.517 • 38.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 J 2 3 3 2 3 J 1 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 3 3 3 1 3 J 1 3 3 2 3 3 2 3 J 2 J 3 2 3 J 2 75 custom Size 32,517-35,516 J 3 1 3 3 1 J 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 J 2 3 J i 2 J 3 2 3 3 2 3 4 3 3 3 1 3 J 1 3 3 2 J 3 2 3 J 2 3 J 2 J J 2 StalldaroPrtruew 29.517-32.516 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 1 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 1 3 3 1 3 3 2 J 3 2 3 3 2 3 3 2 3 3 2 CUstomSize 26517-29,516 4 3 1 4 3 1 4 3 2 4 3 2 4 J 2 4 J 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 1 4 3 1 4 3 2 4 J 2 4 3 2 4 3 2 4 3 2 Shortest 25.516 -26 516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 J 4 3 1 4 3 1 4 J 2 4 3 2 4 J 2 4 3 2 4 3 2 EquaHite 38.517-41,644 3 4 1 3 4 1 3 4 2 J 4 2 3 4 2 3 4 2 3 4 2 J 4 1 3 4 1 3 4 2 3 4 2 3 4 2 J 4 2 3 4 3 3 4 1 3 4 1 3 4 2 3 4 I 2 3 4 2 3 4 2 3 4 2 64 Olstom Size 35.517-38,516 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 4 2 4 4 3 4 3 1 4 J 1 4 3 2 4 3 I 2 4 3 2 4 3 2 4 i 3 2 Standard PIU'.-leW 33.818 • 35.516 4 3 1 4 3 1 4 3 2 4 J 2 4 3 2 4 3 2 4 3 2 4 3 1 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 4 J 4 3 1 4 3 1 4 3 2 4 J I 2 4 3 2 4 J 2 4 I 3 2 9U8 Tenest •• -41 644 4 4 1 4 4 1 4 4 2 4 4 1 2 4 4 2 4 4 2 4 4 2 4 4 i 1 4 4 1 4 4 2 4 4 2 4 4 2 4 4 2 4 4 3 4 4 1 4 4 1 4 4 2 4 4 i 2 4 4 2 4 4 2 4 I 4 2 SEE TABLES 5 & 6, SHEET 6 FOR DESIGN PRESSURES WHEN USING THIS TABLE. ••MIN.SASH HEIGHT= WINDOW BUCK HEIGHT-50.136 (APPLIES TO ANY HEIGHT 91. 78" OR LESS) M . l x . A n c h o r O . C . S p a c i n g f o r ' ' I n t e g r a l - F i n " l n s t a U a t i o n A n c h o r G r o u p F - 4 " NOTES: 1) USE THE ABOVE "ANCHOR QUANTITIES REQUIRED .......... " TABLE FOR ANCHORS INSTALLED THRO U G H T H E F R A M E . , - - - , , - - , - - - - , I R e v i s i o n : I Q ? : ~ ® - 1 - - C ) _ N _ O _ C _ H _ A _ N _ G _ E _ S _ T _ H _ I S _ S _ H _ E - E T _ . _ _ , _ _ ~ ~ ~ - - - - 1 L J ~ l . . J - t . A K - 0 3 / 1 0 / 2 0 D r a w n B y : 2) USE THE ABOVE "MAX ANCHOR O.C. SPACING ..... ···-" TABLE FOR ANCHORS INSTALLED THROUG H T H E I N T E G R A L F I N . 3) FRAME DIMENSIONS ARE BUCK. "MR"= MEETING RAIL. 4) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHO W N O N T H E T A B L E . 5) REFER TO TABLES 2 & 3, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS. 1 0 7 0 T E C H N O L O G Y D R I V E N . V E N I C E , F L 3 4 2 7 5 ( 9 4 1 ) - 4 8 D - 1 6 0 0 R E G I S T R A T I O N # 2 9 2 9 6 D e s c r i p t i o n : A N C H O R Q U A N T I T Y T A B L E J R O S O W S K I 1 i t J e : D a t e : S I N G L E H U N G W I N D O W I N S T A L L A T I O N - L M 0 5 / 1 5 / 1 5 S e r i e s / M o d e l : S c a l e : S h e e t : D r a w i n g N o . R e v : S H - 5 5 0 0 N T S 9 O F 1 3 M D - S H 5 5 0 0 - 0 1 C TABLE 11: Anchor Quantities Required for Anchor Group B A n c h o r G I I X ! p C A n c h o r G r o u p D "Through-Frame" Installation 24" Wide 32" Wide 36' Wida 40" Wide .,..Wida 52-1/B"Wide 54"Wld e 2 4 " W l d e 3 2 " W i d e 3 6 " W i n e 4 0 " W i d e 4 8 " W i d e 5 2 - 1 / 8 ' " W i d e 5 4 " W i d e 2 4 " W i d e 3 2 " W i d e 3 6 " W l d e 4 0 " V ' , 1 d e 4 8 " W i d e 5 2 - 1 1 8 " W i d e 5 4 " W i d e I G L A S S T Y P E S 9 T H R O U G H Jamb J,mb Jamb J,mb Jamb J,mb Jsmb J s m b J s m b J , m b J a m b J , m b J a m b J , m b ; , m o ; . _ " . _ a m ~ J , m b J , m b J , m b J a m b J , m b --~-r--· 1---r-----·-,---··· -----·---·-· - ~ , , - - · · · c - - - · · - - - - - r ~ ~ - - - - - - - - f - - - - f - - ~ - - - - - - - c - - - - , _ · · - - - - - ~ - - - - 1 6 M A Y N O T B E U S E D W I T H Ginn Typos Bottom Sa-.h "' "' j "' "' I "' "' I "' "' i "' "' j "' "' I " "' I " ' " ' I " ' " ' I " ' " ' I " ' " ' j " ' " I " " I " ' " ' j " ' " ' i " ' " ' i " ' " ' I " ' " ' ~ " ' " ' j " ' " ' ~ " ' " ' I 9 -16 Descrlption br given Sosh Height , " , " " " " " , " , , , " " , " " " " " " " " , , " " " " , " " " " , " " , " " " J - C H A N N E L O R I N T E G R A L • § ~ § ~ ~ • § j § j ~ j ~ • i j § • § § l • ~ • ! ~ § ~ § • ~ • § j ~ ! ~ ~ • ~ ! • ~ R9inf. Level Range@ Wlndoo Range {In) > .8 r r . 8 r . 8 r . 8 , 8 r . 8 > r r . 8 . 8 r 9 F I N F R A M E S B • B ., B " • • • • • . . • • • B • B . , • B • • • • • R3 Height Shcmn < m < m < m < m < m < m < m < m < m < m < m < m < m < m < m < m < m < m < m < m < m 23.5 Equtt-me 11,394 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 ' 2 2 1 2 1 1 2 2 1 2 2 ' 2 2 1 2 2 1 2 2 1 2 2 1 2 1 ' 2 ' 2 1 2 2 1 2 2 ' 2 2 1 2 2 1 2 2 Stand6fd Cottage 14.517 -15.870 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 3 2 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 ,a Equli"-l~e 11.583-14.516 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 2 2 2 2 2 2 1 2 1 1 2 2 1 2 2 1 2 2 2 2 2 2 3 2 2 3 2 1 2 1 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 Slandartl Pro.ie-11 11.377 -11.582 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 23.517 -25.2B6 1 2 1 1 2 2 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 2 1 1 3 2 1 3 2 ' 3 2 1 4 2 1 4 2 1 4 2 1 2 1 1 2 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 Shmdard cottage 20.958 • 23.516 1 2 1 1 2 2 1 2 2 1 3 2 1 3 2 2 3 2 2 3 2 1 2 1 1 2 2 1 3 2 1 3 2 2 3 2 2 ' 2 2 4 2 1 2 1 1 , , 2 1 2 2 1 2 2 1 3 2 1 3 2 1 3 2 37.375 Equal-lite 17.517 -20.957 2 2 1 2 2 2 2 2 2 2 i 2 2 2 3 2 2 3 2 2 3 2 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 Standard Pro'>lew 14 517 • 17 516 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 --·--·- · - - - Shortest 11.3n -14.516 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 1 2 2 2 2 2 2 2 2 2 2 ' 3 3 2 3 2 2 3 2 2 1 ' 2 ! 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Tallest 27.583-31.911 1 3 1 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 1 4 2 1 3 1 1 3 2 1 4 2 1 4 2 1 ' 2 1 ' 2 1 4 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 custom Size 26 517 • 27,582 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Standard Cottage 23.517 -26 516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 ' 2 2 3 1 2 3 2 2 3 2 2 3 2 2 4 2 2 4 3 2 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 44 Equal-me 20.517 -23.516 2 2 1 2 2 2 2 2 2 2 3 2 2 3 2 2 3 3 2 3 3 2 2 1 2 2 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2 3 2 standard Pro'>lew 17.517. 20.516 2 2 1 2 2 2 2 2 2 2 2 2 2 3 3 2 3 3 2 3 3 2 2 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 3 3 3 3 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 custom S'2:e 14.517 • 11-516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 i 2 3 Shortest 11.377 -14.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 31.583 • 35 911 1 3 1 1 3 2 1 3 2 1 ' 2 1 4 2 1 4 2 1 4 2 1 3 1 1 4 2 1 4 2 1 ' 2 1 5 2 1 5 2 1 5 2 1 3 1 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 3 2 Standard COltll!Je 26.617 • 31.582 2 3 ' 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 2 4 2 2 3 1 2 3 2 2 3 2 2 ' 2 2 4 2 2 5 3 2 5 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 EquaHite 20.517-26 516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 3 2 4 3 2 4 3 2 3 1 2 3 2 2 3 2 2 3 2 3 4 3 3 4 3 3 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 4S Standard PrmieN ff517 -20 516 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 2 3 3 3 Custom S'2:e 14.517 -17.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 custom Size 12.517 -14.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 ' 3 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 4 3 4 4 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 g Shortest 11.377 -12.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 I 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 3 3 2 3 4 2 4 4 2 4 3 2 1 3 2 i 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 ~ Tolles\ 33.208 • 37,536 1 3 1 1 3 2 1 4 2 1 4 2 1 4 2 1 4 2 1 4 2 1 3 1 1 4 2 1 ' 2 1 4 2 1 5 2 1 5 2 1 5 2 1 3 1 1 3 ' 2 1 3 2 1 3 2 1 3 2 1 4 2 1 4 2 ~ ~---~ Standard Cottage 26.517 • 33.207 2 3 1 2 3 2 2 3 2 2 I 4 2 2 4 2 2 4 3 ' 5 3 2 3 1 2 3 2 2 4 2 2 4 2 2 5 3 2 5 3 2 5 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 2 2 4 2 i Equal-lite 23.517-26.516 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 4 3 2 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 4 3 3 4 3 3 4 3 2 3 1 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 Custom Sile 20.517 • 23 516 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 2 3 3 2 3 3 3 I 49 625 , - St1111dard Pro\iew 17.517 -20 516 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 3 2 3 3 3 3 3 3 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 custom Size 14.517. ff516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 3 2 1 3 2 2 3 2 2 3 2 2 3 3 I 3 4 3 4 4 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 custom Sile 12.517 -14 516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 3 4 3 ' ' 3 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Shortest 11,377-12.516 3 2 1 3 2 2 3 2 2 3 2 2 3 2 3 3 ' 2 3 ' 2 3 3 2 1 3 2 2 3 2 2 3 2 3 4 2 3 4 2 4 ' 2 4 3 2 1 3 2 2 3 2 2 3 2 2 3 2 2 3 2 3 3 2 3 Tallest 36.517 · 41.644 2 4 1 2 4 2 2 4 2 2 4 2 2 5 2 2 5 3 2 5 3 2 ' 4 1 2 ' 2 2 4 2 2 5 2 2 6 3 3 6 3 2 6 3 2 4 1 2 4 2 2 4 2 2 ' 2 2 ' 2 2 4 2 2 4 2 St1111d11rd Cottage 31.517 • 36.516 3 3 1 3 3 2 3 3 2 3 4 2 3 4 3 3 5 3 3 5 3 3 3 1 3 4 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 ' 2 3 4 2 Equal-lite 26.517 • 31.516 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 3 4 3 3 ' 3 3 3 1 3 3 2 3 3 2 3 4 2 3 ' 3 3 5 4 3 5 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 Standard Prmiew 23.517 • 26.516 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 ' 3 3 4 3 3 3 1 3 3 2 3 3 2 3 3 3 4 4 3 4 ' 4 ' 4 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 62 Cus!om SiZe 20.517 • 23.516 3 2 1 3 2 2 3 2 2 3 3 2 4 3 3 4 3 3 4 3 3 3 I 2 1 3 2 2 3 3 2 4 3 3 4 3 3 4 4 4 4 ' 4 3 2 1 3 2 2 3 2 2 3 2 2 3 3 3 3 3 3 3 3 3 custom Size 17517 -20.516 3 2 1 3 2 2 3 2 2 3 2 2 ' 3 3 4 3 3 4 3 4 3 2 1 3 2 2 4 2 2 ' 3 3 4 3 3 5 3 4 5 3 4 3 ' 1 3 2 2 3 2 2 3 2 2 3 2 3 3 3 3 3 3 3 Custom SiZe 14.517 -17.516 4 2 1 4 2 2 4 2 2 4 ' 2 2 4 2 3 4 I 2 3 4 3 3 ' 2 1 4 2 2 4 2 2 4 2 2 4 3 3 5 3 4 5 3 4 4 2 1 4 2 2 4 2 , - 2 4 2 2 4 2 2 4 2 3 4 2 3 Custom Size 13.017-14.516 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 4 2 3 4 2 1 4 2 2 4 2 2 4 2 2 ' 2 3 4 2 3 5 2 4 4 2 1 4 2 I 2 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 Shortest 11.664-13 016 4 2 ' 4 2 2 4 2 2 ' 2 2 4 2 3 4 2 3 4 2 3 4 2 1 4 2 2 4 2 2 4 2 2 4 2 3 4 2 3 5 2 4 4 2 1 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 3 Te/lest 39 517-41644 3 4 1 3 4 2 3 4 2 3 ' 2 3 5 3 3 5 3 3 5 3 3 4 1 3 4 2 3 4 2 3 5 2 3 6 3 3 6 3 3 6 3 3 4 1 3 4 i 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 2 custom SiZ.e 38.517. 39.516 3 4 1 3 4 2 3 4 2 3 ' 2 3 5 3 3 5 3 3 5 3 3 4 1 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 5 3 3 4 1 3 4 2 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 Equal.J1te 35.517 • 38.516 3 3 1 3 3 2 3 4 2 3 4 2 3 5 3 3 5 3 3 5 3 3 3 1 3 4 2 3 4 2 3 5 3 4 5 3 ' 5 3 4 5 3 3 3 1 3 3 2 3 3 2 3 3 2 3 4 2 3 4 3 3 4 3 75 custom S!ze 32.517 • 35.516 3 3 1 3 3 2 3 3 2 3 4 2 4 4 3 4 4 3 3 4 3 3 3 1 3 3 2 3 ' 2 4 4 3 ' 5 3 4 5 4 4 5 4 3 3 1 3 3 2 3 3 2 3 3 2 3 4 3 3 4 3 3 4 3 Standard PfCMew 29.517 • 32.5\6 3 3 1 3 3 2 3 3 2 4 3 2 4 4 3 4 4 3 4 4 3 3 3 1 3 3 2 4 4 2 4 4 3 4 5 3 4 5 4 4 5 4 3 3 1 3 3 2 3 3 2 3 3 2 3 3 3 3 3 3 3 3 3 custom Size 26.517 • 29 516 4 3 1 4 3 2 4 3 2 4 3 2 4 3 3 4 4 3 4 4 3 4 3 1 ' 3 2 4 3 2 4 3 2 4 4 3 5 4 4 5 4 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 Shortest 25.516 • 26.516 4 3 1 4 3 2 4 3 2 4 3 2 4 3 3 4 ' 3 3 ' 3 3 4 3 1 ' 3 2 4 3 2 4 3 2 ' 3 3 4 4 3 5 ' 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 4 3 3 Equal-lite 38.517 • 41.644 3 4 1 3 4 2 3 4 2 4 4 2 4 5 3 4 5 3 4 5 3 3 4 1 3 4 2 4 4 2 4 5 3 4 6 3 ' 5 3 4 5 3 3 4 1 3 4 2 3 4 2 3 4 2 3 4 3 3 4 3 3 4 3 84 Custom Sile 35 517 • 38 516 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 5 3 4 4 3 4 3 1 4 4 2 4 4 2 4 4 2 ' 5 3 5 5 4 4 5 4 4 3 1 4 3 2 4 3 2 4 3 2 4 3 2 4 4 3 4 4 3 Standefd Pro\iew 33 818 • 35 516 4 3 1 ' 3 2 ' 3 2 4 3 2 4 4 3 4 4 3 4 4 3 4 3 1 4 3 2 4 3 2 4 4 2 4 4 3 4 4 3 5 5 4 4 3 1 4 3 I 2 4 3 2 4 3 2 4 3 2 4 3 2 4 3 3 91.78 T~lest .. • 41.644 4 4 1 4 4 2 4 ' 2 4 4 2 4 4 3 4 5 3 4 5 3 4 4 1 4 4 2 4 4 2 4 4 2 4 5 3 4 5 3 5 5 4 4 4 1 ' 4 I 2 ' 4 2 4 4 2 4 4 2 4 4 2 4 4 3 SEE TABLES 7 & 8, SHEET 7 FOR DESIGN PRESSURES WHEN USING THIS TABLE, •• MIN. SASH HEIGHT= WINDOW BUCK HEIGHT -50.136 (APPLIES TO ANY HEIGHT 91.78" OR LESS) \ \ 1 \ , 1 / d / J i . R e v i s i o n : L ' { t v ; , " / / , , _ , , , u f ( - . . , . • . . . • • V / ' , / , ' , - - , , f C ) N O C H A N G E S T H I S S H E E T . . • ' , , - - r : , , _ , . , , . • , , : , , ? / , , . , ~ · - - · , : ; • · . ~ . . . ~ ' . , . . , I + @ A K - 0 3 / 1 0 / 2 0 - - ' . - - - f ) ~ , . , . - · ' - N o 5 8 7 0 5 , • ' - n - - - = L A . . : , ~ = D e s c r i p t i o n : D r o w n B y : /'!OTES: = = V : · f l f 0 / ; : 1 0 7 0 T E C H N O L O G Y D R I V E A N C H O R Q U A N T I T Y T A B L E J R O S O W S K I : : ? J - \ _ l z 1 J ) , : C f : ~ / 9 c , · . ~ - ' " e O F · , i 7 ; : - N . V E N I C E , F L 3 4 2 7 5 1) FRAME DIMENSIONS ARE BUCK. "MR"= MEETING RAIL ( 9 4 1 ) - 4 8 0 - 1 6 0 0 T i t l e : D a t e : - : : - ' - \ ; > · . . . · · ~ . . . . ' S I N G L E H U N G W I N D O W I N S T A L L A T I O N - L M 0 5 / 1 5 / 1 5 2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SH O W N O N T H E T A B L E . / ' - ; ~ 1 . . , • - - ~ · ' . , , , , . ' - ' , O , . . . . . . . . " 1 l : . ? ' / . . , • J l o - v . , ' i : : - \ . . . , . . , , . . . . S e r i e s / M o d e l : S c a l e : S h . . t : D r a w i n g N o , R e v : I ; / l f - . l , , 3) REFER TO TABLES 2, SHEET 2 FOR ANCHOR GROUP DESCRIPTIONS, A . t : Y N ~ 1 t , 1 1 ~ , E R \ P . E . S H - 5 5 0 0 N T S 1 0 O F 1 3 M D - S H 5 5 0 0 - 0 1 C P . E # 5 8 7 0 5 R E G I S T R A T I O N # 2 9 2 9 6 , _ _ _ _ _ 3 . 5 0 0 " - - ~ - " 1 . 3 7 5 " l ,___ ___ 3.483" __ __, ,_____ 3.483" -----1 1f-,-.062" ] - r OC:J~2.4M " C:] Jg□ □ l .625" 0 r;\FLANGE \JFRAMESILL 1 . 3 7 5 " l T t 1.872" ---1 1--1.641" --i =t5' ~~T 1.630" .065" __ ;;--0 _l .065" ~ 1.15 .. ~1 1.231" I---(:;\ FIXED V MEETING RAIL 1.864" tr ~ /~;;,, LAMI IG \'..JBEADING .175'' ---1 1.000" f---@ sASH RAIL 316" -1 tt 0 .754" 035" ---11---1 Cn\EXTRUDED V SCREEN FRAME -·----1 1.215" -----" ~ .974" .035" _/\J 7 (";":;\BALANCE \!._'_JcoVER .300"-~ □ 750" 025" •i•1 ~ROLLED \'.'..'.) SCREEN FRAME l ~ I 1 . 3 7 6 " I T I + l _ t = r : p : . 3 5 5 " ~ 6 ~ ~ S H S T O : - r ~ S C R E W C O V E R I - - . 0 6 2 " { : : \ F I N F R A M E \ : : . , ) H E A D / J A M B 1 . 4 8 3 " 0 E Q U A L L E G F R A M E H E A D / J A M B 1 - - - - 3 . 4 8 3 " - - - l l ~ . 0 6 2 " ~ l O C : J ~ 2 . 4 4 4 " C : J J g □ □ l 0 F I N F R A M E S I L L ( ; ; ' \ E Q U A L L E G \ J F R A M E S I L L u - 2 . 1 0 0 " ~ t r 2 . 1 7 6 " : j i . 5 9 0 " I ~ I T ~ . 4 7 1 " ~ . 0 5 0 " t Q L I F T R A I L ( ' : ; ; ; \ L I F T R A I L ~ I N T E R L O C K V I N T E R L O C K C O V E R t 1 . 4 7 2 " - u l ; J _ _ _ _ _ J . 5 9 0 " 0 7 0 ' f ] [ J t r : : : ' \ B E V E L E D ~ I N T E R L O C K . 0 7 0 " - ~ . o e o J ~ . 7 1 5 " - 1 1 . 1 8 5 " ~ 7 Q L I G H T S A S H V R E I N F O R C E M E N T 1 0 7 0 " - - - 1 r ; - 7 9 1 " H 1 ~ 6 " ~ 1 . 3 3 1 " 1 - - r : ; ; ; - , S T A N D A R D v M E E T I N G R A I L R E I N F O R C E M E N T 1 . 1 . 5 6 5 " 7 I ~ l 1 . . . 0 5 0 " ~ t r , , ~ \ B E V E L E D V I N T E R L O C K C O V E R C ) N O C H A N G E S T H I S S H E E T . A K - 0 3 / 1 0 / 2 0 - - I 1 . 1 8 2 " 1 - - p . 0 7 0 " 1 . 0 4 1 " L _ . 1 3 0 " - - - 1 1 . 3 4 0 " f - - - Q H D M E E T I N G R A I L ~ ) R E I N F O R C E M E N T S e r i e s / M o d e l : S c a l e : S h e e t : D r a w i n g N o . R e v : I - R E - G - I S - T R A _ T I _ O N _ / 1 2 9 _ 2 _ 9 8 _ ~ S H - 5 5 0 0 N T S 1 1 O F 1 3 M D - S H 5 5 0 0 - 0 1 C TABLE 12· T A B L E 1 2 C O N T · . . BIii of Matertal # Part# Description Material # P a r t # 1 620101 Single Hung Frame Head & Jambs -J-Channel PVC 4 5 7 2 0 1 9 7 2 620102 Single Hung Frame Head & Jambs -Flange PVC 4 6 7 2 0 1 9 8 & 9 3 620103 Single Hung Frame Head & Jambs -Fin PVC 4 7 7 2 0 1 9 5 & 6 4 620104 Single Hung Frame Head & Jambs -Equal Leg/Box PVC 4 8 7 6 X 1 1 8 0 P T X 5 620105 SH/DH Frame Sill -J-Channel PVC 4 9 7 2 0 2 0 0 6 620106 SH/DH Frame Sill -Flange PVC 5 0 ? 7 6 X 3 4 P P A 7 620107 SH/DH Frame Sill -Fin PVC 5 1 4 2 0 1 8 1 U R 8 620108 SH/DH Frame Sill -Equal Leg/Box PVC 5 2 4 2 0 1 8 2 U R 14 620131 Fixed Meeting Rail PVC 5 3 7 6 3 4 P H F L 16 620129 Sash Rail (Sides, Top & Bottom) PVC 5 4 4 2 0 1 8 3 17 620134 Ba lane e Cover PVC 5 5 4 2 0 1 8 4 18 620133 Sash Stop/Screw Cover PVC 5 6 7 2 0 2 0 7 19 620156 Pull Rail Interlock 6005 T5 Al 5 7 4 2 0 1 8 6 20 620144 Pull Rail Interlock Cover PVC 5 8 7 2 0 1 9 2 21 620157 Beveled Interlock 6005 TS Al 5 9 4 2 0 1 8 0 22 620145 Beveled Interlock Cover PVC 6 0 7 2 0 2 0 6 23 620150 Light Sash Reinlbrcement 6063 TB Al 6 3 7 2 0 1 9 1 25 620152 HD Sash Reinlbrcement 6063 TB Al 6 4 7 2 0 1 9 4 26 620153 Standard Meeting Rail Reinforcement 6005 T5 Al 6 5 7 8 3 4 F P T 27 620154 HD Meeting Rail Reinforcement 6005 T5 Al 6 6 4 2 0 1 8 8 30 61644 Weatherstrip, .187" x .270" Fin Pile 6 7 ? 7 8 5 8 B 31 60300 Weatherstrip, .190" x .300" Foam Bulb Flex PVC 7 2 7 2 0 1 3 5 32 61719 Weatherstrip, .187" x .220" PolyPile 7 4 33 61825 Weatherstrip Plug, .220" Finseal 7 5 7 1 6 4 6 N 35 78X1MTTT #8 x 1" Ph. PH SDS (Interlock Mounting Screw) 8 0 6 1 0 1 2 36 78X3THPX #8 x 3" Ph. PH SMS (Meeting Rail Screw) 410 ss 8 1 6 1 0 1 1 37 71669SP Meeting Rail Screw Support Plate 6063 TB Al 8 2 7 C K G L B 2 1 38 720210 Weep Hole Cover PVC 8 3 4 7 0 4 2 40 720XJOOO< Constant Force Balance 8 4 4 7 0 4 1 41 #8 x 3/4" Ph. FH SMS (Con. Force Balance Screw) ss 8 5 7 C A S P M 42 Spiral Balance 8 6 6 1 8 1 6 C 4 8 43 720205 Spiral Balance Shoe Nylon 8 7 6 1 6 3 5 / 6 1 6 1 4 44 78X114FPAX #8 x 1-1/4" Ph. FH SMS (Spiral Balance Screw) 410 ss Part# Description Material 76 Kommerling 4SG TPS Spacer System 77 Quanex Super Spacer nXT with Hot Melt Butyl See this Sheet for 78 Quanex Duraseal Spacer Materials 79 Cardinal XL Edge Spacer REFERENCE TEST REPORTS: FTL-8717, 8968 & 8970 NOTES: 1) PVC BY ENERGI WINOOWAND DOOR PROFILES, LTD., TO BE LABELED FORAAMA EXTRUDER CO D E . 2) ITEMS# 9-13, 15, 24, 28, 29, 34, 39, 61, 62, 68-71, & 73 ARE NOT USED AND ARE NOT PART OF THIS A P P R O V A L . B i l l o f M a t e r i a l , c o n t . D e s c r i p t i o n M a t e r i a l A u t o L o c k M e c h a n i s m C S t e e l S w e e p L o c k C a s t Z i n c A u t o L o c k C o v e r A s s e m b l y C a s t Z i n c # 6 x 1 - 1 / 8 " P h . F H S D S ( A u t o a n d S w e e p L o c k S c r e w ) s s A u t o a n d S w e e p L o c k K e e p e r C a s t Z i n c # 6 x 3 / 4 " P H . P H S D S ( K e e p e r S c r e w ) s s B e v e l e d T i l t L a t c h C o m e r K e y P V C P u l l R a i l T i l t L a t c h C o r n e r K e y P V C # 6 x 3 / 4 " P h . F H S D S ( C o m e r K e y S c r e w ) s s T i l t L a t c h P V C T i l t L a t c h R e t a i n e r P V C 1 " T i l t L a t c h S p r i n g s s P l a s t i c T i l t L a t c h F i n g e r P u l l P V C M e t a l T i l t L a t c h F i n g e r P u l l C a s t Z i n c P i \ O t B a r C o r n e r K e y P V C P i l . O t B a r s s S a s h P u l l H a n d l e C a s t Z i n c S a s h P u l l H a n d l e W i t h L a t c h A s s e m b l y C a s t Z i n c # 8 x 3 / 4 " P h . F H S D S ( P u l l H a n d l e S c r e w ) s s B o t t o m L a t c h S t r i k e P l a t e C a s t Z i n c # 8 x 5 / 8 " P h . F H S M S ( S t r i k e P l a t e S c r e w ) s s L a m i I . G . B e a d P V C B a c k b e d d i n g , G E 7 7 0 0 o r D o w 7 9 1 o r D o w 9 8 3 S i l i c o n e S e t t i n g B l o c k ( 7 / 8 " x 1 " x 1 / 8 " ) , 8 5 + / - 5 d u r o . E P D M E x t r u d e d S c r e e n F r a m e A l u m R o l l - F o r m e d S c r e e n F r a m e A l u m S c r e e n C o r n e r K e y l b r E x t r u d e d F r a m e X 4 P V C S c r e e n C o r n e r K e y w i t h P u l l R i n g X 2 P V C S c r e e n C o r n e r K e y w i t h o u t P u l l R i n g X 2 P V C T e n s i o n S p r i n g s s S c r e e n C l o t h F i b e r g l a s s . 1 4 0 " S c r e e n S p l i n e ( M a c h i n e / H a n d R o l l e d ) V i n y l R E G I S T R A T I O N # 2 9 2 9 8 S T R U C T U R A L S I L I C O N E S T R U C T U R A L P O L Y I S O B U T Y L E N E W I T H D E S I C C A N T 1 / 4 " N O M . F O A M 3 / 1 6 " N O M . B K O D I S P A C E 4 S G T P S I N T . G L A S S A L U M I N U M R E I N F O R C E M E N T W I T H D E S I C C A N T I N T . G L A S S S U P E R @ S P A C E R ® N X T ™ P O L Y I S O - B U T Y L E N E S E A L - D E S I C C A N T F I L L A R E A 5 / 1 6 " N O M . S I L I C O N E S E A L E X T . G L A S S · I N T . G L A S S B D U R A S E A L ® S P A C E R R e v i s i o n : C ) A D D E D B A C K B E D D I N G . A K - 0 3 / 1 0 / 2 0 S e r i o s / M o d e l : S c a l e : S h e e t : X L E D G E ™ B - s P _ A _ C _ E _ R _ D r a w i n g N o . R e v : S H - 5 5 0 0 N T S 1 2 O F 1 3 M D - S H 5 5 0 0 - 0 1 C NOTES: 72 X4 400R@ FRAME ASSEMBLY DETAILS 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. 4 6 ~ : - ~ , _ 5 5 O P T . P U L L R A I L " I N T E R L O C K & C O V E R 5 6 1 6 ; > , 7 l ' ' , . _ I I H I H l - - - - i 4 0 C O N S T A N T F O R C E i i B A L A N C E • O R _ _ . . . - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ . . . - - - - - O P T . S W E E P L O C K r @ ( V ! ! 7 2 X 4 O P T . A U T O L O C K 4 7 2 2 O P T . P U L L H A N D L E W I T H L A T C H ~ . / ! ! O P T P U L L H A N D L E S A S H A S S E M B L Y D E T A I L S - ~ 6 3 . . . . ~ S C R E E N A S S E M B L Y D E T A I L S C ) N O C H A N G E S T H I S S H E E T . A K - 0 3 / 1 0 / 2 0 f - 1 - 0 7 _ 0 _ T E _ C _ H - N O L - O - G Y _ D _ R _ I V - E ~ E X i L O D E D A S S E M B L Y T l t l e : 8 0 O R @ D r a w n B y : J R O S O W S K I D a t e : N . V E N I C E , F L 3 4 2 7 5 ( 9 4 1 ) - 4 8 0 - 1 6 0 0 S I N G L E H U N G W I N D O W I N S T A L L A T I O N - L M 0 5 / 1 5 / 1 5 S e r i e s / M o d e l : S c a f e : S h e e t : D r o w t n g N o . R e v : R E G I S T R A T I O N # 2 9 2 9 6 S H - 5 5 0 0 N T S 1 3 O F 1 3 M D - S H 5 5 0 0 - 0 1 C