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WS-15-55 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-226342 Permit Number: WS -1-15-55 Scheduled Inspection Date: March 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: OLAJUMOKE, ABIOLA AND NATALI Work Classification: Window/Door Replacement Job Address: 1175 NE 105 Street Miami Shores, FL 33138 - Project: <NONE> Contractor: MG EXCELLENCE SERVICE CORPORATION uepartment comments Phone Number Parcel Number 1122320280281 Phone: (786)247-7067 REMOVE AND REPLACE FOR IMPACT WINDOWS AND intractio Passed comments DOORS 2 DOORS AND 11 WONDOWS. INSPECTOR COMMENTS False March 27, 2015 For Inspections please call: (305)762-4949 Page 3 of 17 Inspector Comments Passed Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. March 27, 2015 For Inspections please call: (305)762-4949 Page 3 of 17 MG EXCELLENT SERVICES CORP WE l S FEB 0 3 2015 Date: February 2, 2015 State of Florida County of Miami Dade Before me this day personally appeared Michel Garcia who, being duly sworn deposes and says: That he will not use day labor, part time or subcontractor for your project at 1075 NE 105th Street, Miami Shores, FI 33138. Sworn to (or affirmed) and subscribed before me this 3rd day of February, 2015, by('kv t l� Personally know OR Produced Identification Type of identification produced MARIA CRUZ v MY COMMISSION #EE215059 '< EXPIRES July 9, 2016 (407) 36i 0793 FloridallotaryService.com Print, Type or Stamp of Notary 360 W 64th Street Hialeah, Fl 33012 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: / l'7 5 N F' to 5 S C JAN 2 2015 I BY: FBC 2010 _ Master Permit No. J v - Z-�t� Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: -3J (3 9 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): /�" '� ftJ mo i1 Phone#: Address: 1,19_5 NC 10Qt City: M 165 State: ( zip: 3 3/ 3 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: Wo' Address: City: State: Qualifier Name: RvLfl G one#: State Certification or Registration #: U , t4 4 `t b4 Certificate of Competency #: _ DESIGNER: Architect/Engineer: Phone#: 0 t Address: City: State: Zip: Value of Work for this Permit: $ 101000 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Altera ion ❑ New —D-(Repair/Replace ❑ Demolition Description of Work: ovc F L V ( 2 boo' _-{- C W tN OO 1 - -r�� eAlAN A10 Specify coltof color thtU Submittal Fee ;P�rait F'ee,$ � `� CCF $ Scanning Fee $Y Radon Fee $ 4 DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ Cf' 11 , Q 0 (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 6 . F'* Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. j Signature Signatu OWNER or AGENT The foregoing instrument was acknowledged before me this ,V4 of. J-0, goo G U 20 / S , by t O lel A O I CiI UM n *ho is personally known to Ili me or who has produced ^�� AgS)U-� as identification and who did take an oath. NOTARY PUBLIC: The foregoing instrumeerft was'Icknowledged before me this _ day of ^j I i�jQ C { 20 %, by (SQrC-f Q , who is personally known to me or who has produced j).l_G6p0,54a,?JJ6q b as identification and who did take an oath. NOTARY PUBLIC: Sign: Sign: Print: MARK VINAS Seal: ,a = Notary Public - State of Florida "`" • g My Comm. Expires May 17, 2016 Commission # EE 178508 bonded Tbiwo Naliwal Notary Assn. APPROVED BY 77/ (Revised02/24/2014) Print: rt a i nes Seal: X, yPA MARIA MINAS - Notary Public - State of Florida • ' _ My Comm. Expires May 17, 2016 Commission # EE 178508 Plans Examiner Structural Review Zoning Clerk g ORones Miami shores V Building Department �LpR�A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. j Owner Contractor Print Name: RX) ) k lj CQ. Print Name: Signature: Signature: State of Florida) State of Florida) County of Miami -Dade) County of Miami -Dade) Sworn to and subscribed before me this l' I Sworn to -and subsFribed before me this 'f� X day, day of CC e4g e , 20 �' o ° — JA UEUNE TAPANESL1 M z Q'IA By By +11(�T U1 a7 • EXPIRES February 07, 2018 (SEAL) ' 0 (SE D ��� z_ '� � t1 Type of Identification produced Type of Identification produced m C 3 0 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 GARCIA, MICHEL M.G. EXCELLENT SERVICES CORPORATION 360 W 64 ST HIALEAH FL 33012 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalieense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE morma MT RECEIVED COLLECTOR 096'19/2014 t-005045 is not a license, any governmental MIAMF MIAMI-DADE COUNTY ! PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRON , A I,AY 11805 SW 26 Stmt, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA WNW-Miamidady.&ML/geral Lawson Industries, Inc. $501 NW 90 street BY JAN 1 2015 Medley, FL 33166 F_ .SCOPE: This NOA is being issued under the applicable rules and regu ons governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - 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. PERA 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 "1184740 (Flange Frame)' Aluminum Horizontal Sliding Window - L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-4901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets I through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 Resistaut 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. . TERNIINATION 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 # 11-0705.14 and consists of this page i and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0127.08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No L8700--0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09 with revision A dated 01/25/12, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XOX (1/4, 1/2, 1/4 and 1/3,1/3, 1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s: HETI-10-3047, HETI-10-30489 HETI-10-3049, HETI-10-3049I, HETI-10- 30509 HETI-10-3051, HETI-10-3052119 HETI-10-3053, HETI-10=3056, HETI-10- 3057, HETI-10-3130, HETI-10 3131, HETI-10-3223, HETI-10-3224, HET -10- 3225, HETI-10-3226 and HETI-10-3251, dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. and Rafael E. Droz-Seda, P.E. (Submitted under previous NOA N& 11-0705.10) 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) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2033, HETI-08-2034, HETI - 08 - 20359 HETI - 08 - 2036, HETI - 08 - 2037, HETI - 08 - 2038, HETI-08--2116A and HETI-08--2116B, dated 02/28/08, all signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA N& 09-070&05) It-_ ::: �_ _11_46� Mlanueirperq^ Product Control E m r NOA No. 12-0 .08. Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-1 Lawson I_,ndu$tdo-, Inc. NOTI, CE OF ACCEPTANCE: EVIDENCE SUBIMITTD B. TESTS (CONTINUED) 3. 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 FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL--3097, FTL-3098 and TTL -3364, dated 12/06/01, 12/11/01 and 0.1/28/002, all signed and sealed by Luis Antonio Figueredo, P, E. (Submitted under NOA Na 02-02. 05) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-201 0, prepared by manufacturer, dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CER'T'IFICATIONS 1. Notice of Acceptance No. 11-0624-01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butecite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325-05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16. F. STATEMENTS L Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by Thomas J. Sotos, P.E. Statoment letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 11-0705.10, issued to Lawson Industries, Inc. for their Series "HS -8700 Flange" Aluminum Horizontal Sliding Window — L.M.I., approved on 09/08/11 and expiring on 04/11/12. 2. 82 161 Vlannef PerezXy.. Product Control Ex NOA No. 12-01 .08 Expiration Date: April 11, 2017 Approval Date: March 29, 2012 E-2 00 NOTE: .01 XQ 1 REFER TO SHEET 2 OF 10 FOR INSTAIIIATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL. CROSS-SECTION DETAILS "A. Al, S. & BI" REFER TO SHEEP /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET 04 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 E D \� �\\, g g} I NOTE: .01 XQ 1 REFER TO SHEET 2 OF 10 FOR INSTAIIIATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL. CROSS-SECTION DETAILS "A. Al, S. & BI" REFER TO SHEEP /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E" REFER TO SHEET 04 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. 00 Q XOX -Equal L1(,g_(1/3-1/3-1/3) NOTES: 1 REFER TO $BEST 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al, B, & BI" REFER TO SHEET f3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "0. & E' REFER TO SHEET /5 4) REFER TO SHEET 8 OF LO FOR DESIGN LOAD CHARTS AND NOTES. A 1 General Notes: 4 1.) THIS WINDOW SYSTEM .13 DESIGNED AND TESTED TO COMPLY WITH THE A g REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02, THIS PRODUCT 1 h IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED] rp 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING + �j RESISTS THE SUPERIMPOSED [AADS IN ACCORDANCE WITH THE REQUIREMENTS m c � OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL„ W C6 Z 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACING$ ON CENTER 3 v (D.C.), AND AS TABULATED ON SHEETS 8, 7 Z, or & z $ z 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES a TABULATED HEREIN (SEE SHEETS 48, 7, or A AND FOR USE WITH DOUBLE GLAZE It x a LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A. C. OR 0" INSTALLED ABOVE SOFT. w oo of IN THE NVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. i 2: 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. E 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. fl p 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. o a 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX- WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 0. 13.) EXT. & INT. FAISE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED r (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3. 4 & 5 FOR DETAILS � roj & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FLC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 10 SEE SHEET / 5 FOR WJLLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULUNG HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUNTY APPROVED WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULUON APPROVAL WILL, APPLY TO THE y ENTIRE MULLED SYSTEM. {f 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BR PAINTED OR PLATED AND SHALL MEET SECTION 2003.&4 OF THE 2010 FLORIDA SLOG. CODE. I Lj Q XOX -Equal L1(,g_(1/3-1/3-1/3) NOTES: 1 REFER TO $BEST 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS 'A. Al, B, & BI" REFER TO SHEET f3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "0. & E' REFER TO SHEET /5 4) REFER TO SHEET 8 OF LO FOR DESIGN LOAD CHARTS AND NOTES. A 1 General Notes: 4 1.) THIS WINDOW SYSTEM .13 DESIGNED AND TESTED TO COMPLY WITH THE A g REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-02, THIS PRODUCT 1 h IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED] rp 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING + �j RESISTS THE SUPERIMPOSED [AADS IN ACCORDANCE WITH THE REQUIREMENTS m c � OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL„ W C6 Z 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACING$ ON CENTER 3 v (D.C.), AND AS TABULATED ON SHEETS 8, 7 Z, or & z $ z 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES a TABULATED HEREIN (SEE SHEETS 48, 7, or A AND FOR USE WITH DOUBLE GLAZE It x a LAMINATED INSULATED CLASS TYPES TABULATED HEREIN (SEE SHEETS #8, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A. C. OR 0" INSTALLED ABOVE SOFT. w oo of IN THE NVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. i 2: 7.) SEE SHEET 4 FOR LACK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. E 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. fl p 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LITE "XOX" WINDOWS. o a 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE "XOX- WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 0. 13.) EXT. & INT. FAISE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED r (BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3. 4 & 5 FOR DETAILS � roj & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2007 FLC CHAPTER 24 SECTION 11.3.3.3. 16.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 10 SEE SHEET / 5 FOR WJLLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULUNG HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI -DADS COUNTY APPROVED WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULUON APPROVAL WILL, APPLY TO THE y ENTIRE MULLED SYSTEM. {f 18.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BR PAINTED OR PLATED AND SHALL MEET SECTION 2003.&4 OF THE 2010 FLORIDA SLOG. CODE. I �• E� DE � • , ' O � QX - Un -Equal Lite (1 4-1/2-1/4) PR011wrREVISED m..,ftMivrIklikill ift M Nom, Ij MZR TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2 POR VERTICAL "A. DandkgC0& AcppuneeNO 7 CROSS-SRCTION MARS At, B. & Bl" REFER TO SHUT #3 3 FOR HORIZONTAL CROSS-BBC1i0N DETAILS 'D. & B' REFER TO SHEET /6 4) REFER TO BREET 7 OF IO FOR DESIGN WAD CHART'S AND NOTES. Dw AW MAW M •°'••••.••••. 1 SERIES -8700 HORIZONTAL SLIDING IMI!ACT WINDOW APPROVED ELEVATION TEST UNIT SIZE: ill" X 53" INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70A (B) 10 AT EA. FRAME SR.L (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 6 AT EA. MANE JAMB •BEE OENERAL MOTS g3 & A. t --- TEST UNIT SIZE: IIT" X 53" INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0 (B) 10 AT EA. FRAME SILL (C)(B T EA. FRAMESILL JAMBIF DP ABOVE 70A) *SEE GENERAL NOTE /3 k 14. x._ L SME ANCHOR SPACING At HEAD 8. TIM AODIi1fDN4. ANCHORS RR[[BU RBCCTIHG SpAAI�LS FOR U TS ABOVE +70PSP / - 7SPSF N TI TEST UNIT SIZE: 74" X53"-^--� INSTALLATION FASTENERS • (A) B AT FRAME HEAD, 1 (a At PRAMB READ 70.f (0)a AT EA. FRAME SILL —1 FRAME ABOVE 76.0) (C)(b T EA. FRAAT ME JAMB pL%E •SEE GENERAL MOTB Y3 & j4. 4 40 CUM" �� EXT,r${1`�{f, pT. FALSE ON�AL AYA LAS OPTI L. D(, LLT B1' AT SHEET IS 6 E' AT SHEET N3 / .L.. AAaGPTT LANDIARE AVAO.A�6 kA- "XOX" WINDOW — UN -EQUAL LITE (TICAL CROSS-SECTI011 DETAILS 'A, Al,B, S 8I' AT SHEET 43 I20NTAL�CROSS-SECTION DETAILS 'C, V. S E' AT SHEET 03 0C. or. 74' OVERALL FRAME WIDTH 73' INTERIOR FRANE WIDTH 4 Atli NOTII `` J 1. SApE ANCHOR SPACING AT READ 6 SILL\ ( E%T INT D. TWO ADDITIONAL. ANCHORS REfum. —111 JJJ y/ $ NRA��Rqq� AT MEETING RAILS FOR 1D+IT5 VTTH ET IR.p DP ABOVE +/- 70PSF (4 TOTAL) i x ) MOIES UX' REVERSE L) LITE 1. SEE VERTICAL CROSS-SECTION DETAILS -A, Al, D, 6 B]' AT 8. SEE IRORIZONTAL CRfTSS-SECTI. DETAILS 'C, D, 6 E' AT $ SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIQNS - L.M.I. I 5• (TYRgCRLs) � � � , 13 M,•GC. IJ,• D.C. Ci 1311, Ot. CpOjN��ErP E SHEET HEFT 33 1 a L / p i)/�•�� —1 A c pL%E 4 40 B B1 � Atli NOTII `` J 1. SApE ANCHOR SPACING AT READ 6 SILL\ ( E%T INT D. TWO ADDITIONAL. ANCHORS REfum. —111 JJJ y/ $ NRA��Rqq� AT MEETING RAILS FOR 1D+IT5 VTTH ET IR.p DP ABOVE +/- 70PSF (4 TOTAL) i x ) MOIES UX' REVERSE L) LITE 1. SEE VERTICAL CROSS-SECTION DETAILS -A, Al, D, 6 B]' AT 8. SEE IRORIZONTAL CRfTSS-SECTI. DETAILS 'C, D, 6 E' AT $ SERIES -8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIQNS - L.M.I. I 5• (TYRgCRLs) � � � , 13 M,•GC. IJ,• D.C. Ci 1311, Ot. CpOjN��ErP E SHEET HEFT D e e —1 A c pL%E 4 40 NDLA�v,AL •S OPT At. � A3 M4 "1 L� A o 1/4• TAPCON W/ 1 1/4• MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #2 FOR MAX, FASTENER SPACING) Lo � y 1. ALL WOOD BUCKS ENGINEERED SEPARATELY t TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM IIN. SILICONE ADHESIVE G COMPOUND INTERIOR GLASS STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT $Y LAN.SO.N_INDUSTRIES, INC. 2X EXT, MADE PERIMETER —� CAULKING FRIT BY TO APPLIED �TBY OTHERS (riPJ EXTERIOR Ai (ALTERNATE DETAIL S.M.S. W/ 1 1/4' WINDOW INSTALId1TI0N NOTES: 1. THE WINDOW FRAME FLANGE TO BE (BACK -BEDDED W/ AN EXT. 20 's rX14 MIN. EMBEDMENT INTO WOOD BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICON 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO <SEE ELEVATION AT SHEET #2 FOR MAX, FASTENER SPACING) yy S14EETS #4, #6, t #6. i •�sti': y MASSONRY 18 LESS THAN 1/8', SHINS ARE NOT REQUIRED. ��� � � e 1/41 TAPCONS or APPROVED CONC. FASTENERS INTO COW., ......�,•1 Iw 1/4' MAX. CONC.<REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) SHIM SPACE ' CTYPJ PROM= ul I. IYP. +. 41 y• y �. N 1,14' MAX. SHtm SPACE a 4 iii CTYP.) i co t #, INTERIOR F -0 •i 1/4- MIN.aEMBE NT 4, DHim EDGE DISTANCE OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" WINDOW INSTALId1TI0N NOTES: 1. THE WINDOW FRAME FLANGE TO BE (BACK -BEDDED W/ AN EXT. 20 GRADE CAULK THRDUGHOUT THE ENTIRE PERIMETER OF FLANGE SILL RISER - OPTIONAL BY WINDOW INSTALLER (TYP.) APPLIED WITH SILICON 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO SEE DP CHARTS ON BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK S14EETS #4, #6, t #6. BY OTHERS <TYP.) • WHEN THE OAP BETWEEN THIS WINDOW FRAME AND THE BUCK OR MASSONRY 18 LESS THAN 1/8', SHINS ARE NOT REQUIRED. tj:l.:.....; ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO "WOOD OR rFy it ;E. 1/41 TAPCONS or APPROVED CONC. FASTENERS INTO COW., ......�,•1 WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR 1/4' MAX. CONC.<REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) SHIM SPACE ' CTYPJ PROM= F -0 •i 1/4- MIN.aEMBE NT 4, DHim EDGE DISTANCE OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" '•'3i Y 't°,{:^• + 1. ALL WOOD BUCKS ENGINEERED SEPARATELY 2X WOOD BUCKS BY OTHERS (TYP.� L TO BE REVIEWED BY BLDG. OFFICIAL (TYP,> 2. WOOD BUCK AND FRAMING (NOT BY LAWSON ' • .PT. WOOD BUCKS INDUSTRIES> MUST SUSTAIN LOADS IMPOSED RIaR Fiarcw— BY THE GLAZING SYSTEM '•'3i Y 't°,{:^• + 2 LAMINATED GLASS ' • .PT. WOOD BUCKS S.M.S. W/ I Ifo• 33 sH SILIICONE ADHESIVE BEDDING COMPOUND IM' MAX.1•.4x114 4. EMBEDMENT INTO WOOD. •f(SEE :4'-MAX. g ;�, *� �4MIN. ELEVATION AT SHEET B2 7 INTERIOR(tYP•)FOR 34 3 r, MAX. FASTENER SPACING) 2X 5 2 ri. a• I/4TAPCON W/ 1 1/4' k /4' N NL MIN. EMBEDMENT INTO CONC. EM ENT ELEVATION At SHEET 2 14 FORE MAX. FASTENER SPACING) (X _ 12 LEDGE DISTANCE 6 O 1/4' WIN 17 8 11 ------- ------------- -^--' ------ '- — ^ ^ EMBEW4ENT aIIKiE D MIN. EXTERIOR WALL FINISH —/ srv.,c�`%�"�, •• '' 4• E I CE 4. •'•, BY OTHERS (TYP.) • Y• ;�.�,,. tiI'� "";sir vM •Ci •�l •k.•:.,'" ��' 28 OE Nt�y 4 EXTERIOR t4 1 STUCCO OVER METAL LATH NAILED TO nD EXT. GRADE CAl1LK EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR O.C. EXT. GRADE PERIMETER CALX.K[!X"i NOT BY *L ��.a+'�:•'Y'�r^ (EXTERIOR FINISH BY OTHERS) NOT BY LAWSaN INDUSTRIES. INC. WESSON INDUSTRIES, #RSTRIES, TOB73' MAX. WINDOW FRAME BUCK WIDTH 74' MAX. WINDOW FRAME FLANGE WIDTH "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) LOCK (LATCH AND SWEEP) OPTIONS I. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS, 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. WINDOW INSTALLATION NOTES, 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROt1GHCUT THE ENTIRE PERIMETER (IF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT, PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN TNM OAP BBTWBEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LOS THAN I/i8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE BIP SMS OR WA SCREWS INTO WOOD, OR PFjW iCTREVISSD 1/4' TAPCONS or APPROVED CONIC, FASTENERS INTO CONC„ oom*in& with do WITH'A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR T�iFmh* caft CONC. (REFER TO LOAD 'TABLES FOR (QUANTITIES REQUIRED) AIftft IS 0 12 X 1 314' S.M.S. 1 1/4' MIN, WOOD EMBED CSEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) 1/4' MAX rT-ZHjm spz21 22 f I I (TVP.) EX7. GRAM CAULK —1 CLEAR SILICONE ADHESIVE REDDING CDMPOUND WINDOW INSTALLATION NOTR9• 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W1 AN EXT. GRADE CAULK THRMMOUT THE ENTIRE PERIMETER Or FLANGE IN WINDOW INSTALLER (TYP.) el THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SCALED W/ AN APPROVED EXTERIOR GRADE CAULK IV OTHERS (TYP.) • WHEN TNR CAP BVTWZEN THE WINDOW FRAME AND THE BUCK OR MASONRY 13 LMS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS M RE #12 SMS OR WD. SCREWS INTO WOOD, OR 1/41 TAPCONS or APPROVED CONE, FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 101 LAMINATED GLASS a EXTERIOR —WINDOW FRAME BUCK WIDTH- -WINMW FRAME FLANGE WIDTH— *`XOX" WINDOW EQUAL AND UN -EQUAL LITE 1/4' M Sm" sp (TYPJ EXT. GRADE (E) CAULK - PT WOOD DUCKS Di 1/4' TAPCON W1 1 1/4* 00 MIN, EMBEDMENT INTO CONC. a (SEE ELEVATION AT SHEET #Z FOR MAX. FASTENER SPACING) -47 718!;4; MBE MEN C4 ..4" * I i 0 1 1/8' MIN. EDGE DISTANCE z IN PRODUCT REVISED I 0 V. 5AM LOAD CAPACITY or XO MMOM +/. it WINDOW Jamb H&S alas "A" Glaw "B" "2 s " "2 Glass 2 a 3 Glaas " . $ n VADTH HEIGHT Anchors Anchors + f + " + + + . + 24 24 3 3 65.0 65.0 0 0 70 0 70.0 7Q0 70.0 80.0 80.0 QO 8 .d 2 +��' � o e 38 24 3 4 65.0 65.0 Sao 8.5.0 7Q0 70.0 70.0 70.0 80.0 80.0 Sao 80.0 48 24 3 8 85.0 85.0 85.0 85.0 7050 70.0 760 70.0 80.0 Sao 80.0 80.0 a a BD 24 8 86.0 85.0 85 fl 65.0 70.0 70.0 70.0 70.0 8Q0 Sao 80.0 80.0 72 24 3 6 85.0 85.0 65.0 85.0 7Q 0 70.0 70,0 70.0 80.0 80.0 80.0 80.0 = 9 w 24 3$ 4 fes.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 Sao Sao 80.0 800 g� � $ � 36 36 3 4 85,0 85 0 65.0 70.0 70.0 70.0 70.0 80.0 Sao 80.0 .0 �` 48 38 3 6 8,'5.0 85.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 SOA So 36 6 65.0 66.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 38 6 65.0 65.0 MO 70.0 70.0 70.0 70.0 8450 80.0 80.0 80.0 24 48 4 85.0 65.0 85.0 70.0 70.0 70.0 70.0 8Q0 80.0 80.0 800 a 38 48 4 4 85.0 .0 68.0 70.0 70.0 7QO 70.0 80.0 SOLO 80.0 .0 48 48 65.0 .0 65 0 70.0 70.0 70.0 70.0 80.0 80.0 800 .0 d xZ SO SO 65.0 6.5.0 .0 655.0 70.0 70.0 70.0 70.0 80. 80.0 80.0 80.0 g 0 70. a 70.0 - - - - 28.5 28 4 85.0 85.0 .0 S5.0 70.0 70.0 70.0 70.0 $QO $QO 80.0 80.0 37 28 4 65.0 65.0 .0 .0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 8 65.0 .0 0 85.0 70.0 70.0 70.0 70.0 Sao 80.0 80.0 S00 74 28 S6.0 65.0 .0 .0 70.0 70.0 70.0 70,0 80.0 Sao 80.0 80.0 4 .0 .0 D o g 37 38.375 4 4 65.0 P65.0 0 0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 p� 53125 38 375 4 6 65,0 85.0 0 S5A 70.0 70.0 70.0 70.0 80.0 80.0 80.0 Sao S 53.?25 50.825 85.0 .0 .0 0 70.0 70.0 70.0 7QO 80.0 80.0 80,0 860 5 8 .0 D 0 -Sao 26 5 58 5 4 65.0 65.0 .0 S5.0 70.0 70.0 70.0 70.0 80.0 $0.0 80.0 50.0 37 58 65.0 65.0 65.0 85.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0; r 53.125 58 5 6 .0 65.0 0 0 70.0 70.0 70.0 70.0 8d.0 80.0 Sao no 74 58 85.0 85.0 .d .0 70.0 70.0 70.0 70.0 Sao 80.0 Sao Sao 2 O 70. 0 .O 8.0 A tttuuarr 37 63 8 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 4r ...�......3Nj 53.125 83 8 8 �.0 85.0 .0 85 0 70.0 70.0 70.0 70. BOA 80.0 80A 80.0 kr, 74 83 8 65.0 85.0 85.0 85 0 65.0 70.0 - - - NQ es �4%: 1.) TBR SH66'!' 9 FOR GLAZING TYPES. DETAILS R SILICONE OPTIONS. Mm*yftw �0 � Notes $.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELDW ft SILL RISER ^OPTIMAL(MO M8 WITH GLASS TYPES "A. B. C, B D) f� EEW APPLIED WITH SILICONE i 3.) SILL WITH RISER ADAPTER ARE, FOR WINDOWS ABOVE +70.0 DP ��/ FOR DP AD13VE +70.0 PSF (WINDOWS WITH GLASS TYPE$ "E. # r") AND +80.0 DP wAX. ;��% 0804 DP 11AX.) 'ADDITIONAL ANCHORS REQUIREDAT FRAME READ & SILL ONWINDOW$ WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET S OP 10) 4 I�rr * ris 4.) WINDOWS WITH GLASS TYPES "A. C. OR G" INSTALLED ABOVE SOFT. IN THE HVHZ THE I.G. EXTERIOR UTE SHALL BE TEMPERED. mt >N � 46 6 85.0 .0 86.0 70.0 70.0 70.0 70.0 80.0 800 80.0 80.0 72 48 65.o e6.o 8550 70.0 7o.a 70.0 70.o so.a soo 0 Sao 7 3s � � 4 65.0 .0 65.0 70.0 70.0 70.0 70.0 $o.o Sao Sao a 3$.37 4 s 65.0 65.0 :0 6550 7050 m.o 70.0 7o.a 80.0 $OA 8ao saA 26.5 50.825 5 4 65A 85.0 0 �i.0 7050 70.0 70.0 70. 80.0 80.0 SD.O 80.0 37 SO S25 4 85.0 .0 A 85.0 7Q0 70.0 70.0 70.0 80.0 80.0 Sa.O 80.0 80.a 4e 6 85. 65.0 .0 0 70.0 70.0 70.0 a.o 80.0 8ao eoo 80.0 a 3$.37 4 s 65.0 65.0 :0 6550 7050 m.o 70.0 7o.a 80.0 $OA 8ao saA 26.5 50.825 5 4 65A 85.0 0 �i.0 7050 70.0 70.0 70. 80.0 80.0 SD.O 80.0 37 SO S25 4 85.0 .0 A 85.0 7Q0 70.0 70.0 70.0 80.0 80.0 Sa.O 80.0 DE PAC !NDOWS w n ua fa [114-112-114) +! - Pressuros FRA SIZZ amb aK ass T lase T " 2 Glass TYPe "D 2 lass a "E" • 3 lass Type S Glass T Q" WIDTH HEIGHT chore An h r + f + f t + f 75.4 + f - f 75.0 + oaf 52.0 - f 52.0 + f 8 - sf 78.0 80 72 24 24 3 3 7 7 80.0 84.0 .0 80.0 80.0 BQ.D .0 66.0 BS.D 75.0 65.D 65. 75.0 52.0 52.0 .4 85.0 75.0 8 80.0 80.0 80.d ,0 75.0 85,0 75.0 52 0 2. 65.0 75.0 h 84 98 24 24 3 3 10 80.0 80.0 80.0 .0 .0 65.0 85.0 7 65.4 75.0 52.0 S2. 85.0 75.0 � °' g 8D 1 72 36 36 3 3 7 7 80.0 80.0 .0 80.0 8p.0 80.0 80.0 .0 85.0 65.0 75.0 75.0 B5.0 85,0 7S.fl 75.0 5 .0 52.0 52.0 52.0 85A BS.O 75.0 75.0 $ 84 3 8 74,0 75.0 70.0 7 .0 8$. 75.0 65. 7 .0 52.0 52.0 .0 75. 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SBE sHBBT 9 FOR cLAzwo TYP&9, Dams k 3II1WNY OPTIONS. No 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW "A, //.� /%� /�� � � (WINDOWS WITH GLASS TYPES B, C. A D") Y 20 SILL RISER - OPTIONAL 3.) SILL WITH RISER ADAPTER ARB FOR WINDOWS "E, ABOVE +70.0 DP %�' %�' �� %�' �� 1 APPLIED WITH SILICOK (WINDOWS WITH GLASS TYPES to F") AND +80.0 DP MAX. �� 1 FOR DP ABOVE +70.0 PSF "'•arrrrr .. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD k SILL ON 1 2 1 (+80.0 DP MAX.) WINDOWS WrM DP ADM 70.0. (SEB BLBVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES A. C, OR 0" INSTALLED ABOVE 30". IN THE HVHE, THE IG. EXTERIOR LITS SHALL BE TEMPERED. XQX - Uh ."I + - BO 5 10 52.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 .0. 75.0 1 Q8 BO S 11 - - 52. Q 52.0 65A 75.0 65.0 75.0 52.0 52.0 .p 75.0 74 28 3 7 80.0 80.0 80A 80.d 85.0 75.0 85A 75.0 52.d 52.0 .0 75.0 74 38.375 3 7 80.0 80.0 80.0 80.0 85.0 75.0 85.0 75.0 52.0 52.0 75.0 4 0.625 4 7 70.0 75.0 70.0 75.0 85.0 7.0 85.075.0 52. 82.p .4 75,4 74 58 5 7 52.0 52.4 65.0 75.4 85.0 75.0 52.0 52.0 65.d 75,0 74 83 S 7 52.0 52.0 85.0 75.0 65.0 78.0 52.0 52.0 85.0 75,0 7 .5 28 9 .52.0 52.0 65,0 7 .4 85.d 5.0 52.0 52.d 65.0 75.0 7 .5 38.375 A 9 52.0 52.0 65.d 75.0 85.0 75A 2.0 52.0 65.0 75.0 7 ,5 0. 25 4 9 52.0 52.0 85.0 75. 85.0 75.0 52.Q 52.0 65. 75.0 .5 88 9 52.4 52A 85.0 75A 65.0 75.0 52.0 52A 85.0 75,0 7 .5 83 S S2.d 52.0 65.0 - 75.0 85.0 75.0 52.0 52.0 85.0 75.0 .25 1 5 .0 .0 52. 5. 1 .25 38.375 4 1t 52.0 52.0 85.Q 75.0 85.0 7BA 52 0 62.0 85.0 75.0 1 .25 SO.B2 4 11 52.0 52.0 $.0 75.0 65.0 75.0 52.d 52.0 85.0 75.0 1 .25 58 91 52.0 5Z,0 85.0 75.fl .65.0 76.0 52.4 52.0 85.0 75.0 10 .25 83 11 52.0 52.0 85.0 75.0 .0 75.0 52.0 52.0 85.Q 75.0 1 1 2. 5. .0 5.0 .0 111 38. 75 11 52.0 52.0 $.0 7 .0 75.0 52A 52.0 65.0 75.0 711 50.82 11 52. 52.0 65.0 75.0 65.0 7SA 52.Q 2.0 8 .0 75.0 191 58 S 19 52.0 52.0 85.0 T A 85.0 75.0 52.0 52.0 6b. 75.0 5 S 5. DESIGN LOAD CAPAC�T i' iP3FJ - XOX WNIIDOWSlih E uai LMB (t/3=tf&t/3) a z z a N t o x fs # 4 t j s FRAME 812 # Jamb # H S 8 Glass T "B" r 2 Glass TVy "C" (CGlass "D" (* Glass T "E" 3 Glass T "F" 3 Glass T WIDTH HSI, HT Anchors Anchors + - + + + + sf - + 60 24 3 7 80.0 80.0 50.0 80.0 650 75.0 85.0 75.0 52.0 52.0 65.0 72 24 3 9 80.0 80.0 80.0 80.0 85.0 76.0 65.0 75.0 52.0 52.0 65.0 o 175'0 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 85.0. 60 36 3 7 70.0 75.0 70.0 75.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 84 36 3 9 520 52.0 65.0 75.0 85.0 76.0 52.0 52.0 65.0 60 48 4 752.0 52.0 65.0 75.0 85.0 75.0 52.0 52.0 65.0 72 48 4 9 - 62.0 52.0 65.0 75.0 85,0 750 52.0 52 0 65.0 84 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ` 60 60 5 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 72 60 5 9 - - 52.0 62.0 65.0 75.0 65.0 75:0 52.0 62.0 65.0 75.0 84 60 5 9 - 52.0 52.0 65.0 75.0 65.0 75,0 52.0 52.0 65.0 75.0 0 53.125 26 3 8 800 80.0 80.0 80.0 85,0 7 .0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 800 80.0 65,0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 83.125 50.825 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 76,0 52.0 52.0 65.0 75.0 �a 53.125 58 5 6 1 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 6 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 520 52.0 65.0 75.0 °` 74 26 3 9 80.0 80.0 80.0 60.0 65,0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �j 74 38.375 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 66.0 75.0 1� z 74 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 68 5 9 - - 52.0 520 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - - 52.0 52.0 85.0 750 85.0 75.0 52.0 52.0 65.0 75.0 79.5 26 3 9 80.0 80.0 1 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52,0 65.0 75.0 79.5 38.375 4 9 70.0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52,0 52.0 65.0 75.0 79.5 50.625 4 9 52.0 520 65.0 750 65.0 75.0 52.0 52.0 65.0 75.0 79.5 58 5 9 - 52.0 62.0 65.0 75.0 65.0 76.0 52,0 52.0 65.0 75.0 79.6 63 5 9 - - 52.0 52.0 65.0 75.0 66.0 75.0 52,0 52.0 65.0 75.0 „ 84 28 3 9 70.0 75.0 70..0 75.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 64 38.375 4 9 7Q0 75.0 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 a 84 60.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 520 65.0 75.0 84 58 5 9 - 52.0 52.0 65.0 750 1 66.0 750 1 52.0 52.0 65.0 75.0 84 Notes 83 5-52. 0 (* I.) SEE SHEET $ FOR OLAZYNO TYPES, DETAILS & SILICONE OPTIONS. E.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES 'A. B. C, R D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLOB TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHOR$ REQUIRED AT FRAME HEAD do SILL ONi WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHUT 9 OF 10) 4.) WINDOWS WITH GLASS TYPES "A. C. OR 0- INSTALLED ABOVE SOFT. IN THE HVHZ. THE 1.0. EXTERIOR LITE SHALL BE TEMPERED. 52.0 bd �� 65.0 75.0 1 85.0 1 750 1 52.0 52 0 850 75.0..... PRODUCTRRVISW ♦ O$a'���~%�2�i� n W*kA0&Wfik AARAft ' O p ACce�maTb ��� \\ ��� SILL RISER -OPTIONAL 1 O' '\�' `\� %�' Oq l 20 APPLIED WITH SILICONE 61~ �\ �% �' 1 I FOR DP ABOVE +70.0 PSF '•, 090.0 DP MAX.) ' � �� i41 fMX _gam a vv i PVS rd $I- m~- Ll WPd1T• L Nwi -('I- By.'DWmT- 00 VDNSOVS VITH GLASS T'MES 'A. C. OR 0' INSTALLED ABOVE SOFT.. IN THE MPHR, THE R.G. EXTERWR LITE SHALL BE TEMPERED. EXTERIOR !RADE ti-- WINDOW FRAME PERIMETER CAULKING EXTERIOR @ FRAME MULLING DETAIL SEE MULLION APPRWMI.S FOR MULLION TYPE .SIZE AND MAX. DESIGN PREStFtME LSA1TATpN$. NOTE: THE !OWER PRESM WES OF THE WINDOW OR MULL SMALL GOVERN 1/4' MAX. / 12 S.D.S. X 1. 1/4' L. j` SHIN (SEE ELEVATION AT SHEET /2 j iNTERIOR FOR MAX. FASTENER SPACING PERIMETER --J L -WINDOW FRAME NOTE: SEALANT 1. ALL STEEL M CONTACT WITH EXTERIOR ALAN. TO BE PANTED OR PRATED, 2. METAL STRUCTURES: A) STEEL : Fy . 35 KSI MIN. (STEEL 18 GA. MW. TRACK - O.OMB"; 8) ALUMINUM (ALUM. 0.076" MIN. THICK) M .TA . STR 1 . RE ATTR Hitt IT DETAIL RS -8700 R 12 X 3/4' S.D.S. k ALS ALUMINUM MULLION FLAT HEAD, PHILLIPS. 1 SEE MULLION APPROVALS FOR (SEE ELEV%Tm AT SHEET #I ICGIE OPTIWS'. MUF110N TYPE. SIZE AND MAX. OESNGN PRESSLME LIMITATIONS. FOR MAX, FASTENER SPACING AN DP TABLES FOR QUANTITY) DON COMNIN6 a" (ALUM. 0078' AIN. THICK) I FRAM SILL SCINEC-NDRCNCAO 5731 TRQIGI SPECTRIAt 2 ? Nh' WAT-RTRSATDRENED DLAii Af1Y NOTE: THE LOWER PRESSURES OF INTERIOR L-7704 THE WINOOW OR MULL SHALL GOVERN 6063-T6 ALUMINUM Sh OSTAIL 4MIRA4R I VENT MEETING RAIL 6063-T6 ALUMINUM TTsN GLASS B6ww mx DMIL ou" u(sORi 1 ur MCAT-STUNGNTENED IK vv i PVS rd $I- m~- Ll WPd1T• L Nwi -('I- By.'DWmT- 00 VDNSOVS VITH GLASS T'MES 'A. C. OR 0' INSTALLED ABOVE SOFT.. IN THE MPHR, THE R.G. EXTERWR LITE SHALL BE TEMPERED. EXTERIOR !RADE ti-- WINDOW FRAME PERIMETER CAULKING EXTERIOR @ FRAME MULLING DETAIL SEE MULLION APPRWMI.S FOR MULLION TYPE .SIZE AND MAX. DESIGN PREStFtME LSA1TATpN$. NOTE: THE !OWER PRESM WES OF THE WINDOW OR MULL SMALL GOVERN 1/4' MAX. / 12 S.D.S. X 1. 1/4' L. j` SHIN (SEE ELEVATION AT SHEET /2 j iNTERIOR FOR MAX. FASTENER SPACING PERIMETER --J L -WINDOW FRAME NOTE: SEALANT 1. ALL STEEL M CONTACT WITH EXTERIOR ALAN. TO BE PANTED OR PRATED, 2. METAL STRUCTURES: A) STEEL : Fy . 35 KSI MIN. (STEEL 18 GA. MW. TRACK - O.OMB"; 8) ALUMINUM (ALUM. 0.076" MIN. THICK) M .TA . STR 1 . RE ATTR Hitt IT DETAIL RS -8700 FIANGE0 k ALS ITsll g6Aq D2i0mPTmK DRtAp IAMMA46 1 1/B' NEAT-STRENG"WCNED GLASS I FRAME HEAD 6063-4 ALUMINUM e 5090' PLASTIC INTERLAYER I FRAM SILL MNTACITE PYi ? Nh' WAT-RTRSATDRENED DLAii Af1Y 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM TTsN GLASS B6ww mx DMIL ou" u(sORi 1 ur MCAT-STUNGNTENED IK I FRINGE VENT JAMB 6063-T6 ALUMINUM e Lm, PLASTIC INTCM.AY" I VENT JAMB LATCH RAIL SATLEXONEEPSNFE 3 1/R' MCAT-SiNENGIti[tK0 GLASi E M 'SOLUnA• 10 L-8705 1 FRAME SILL RETAINING CLIP 6063 -TS ALUMINUM lI L-7708 AS REWD, GLAZING BEAD ( 3/8' ) 6063 -TS ALUMINUM 12 RSN RMN2 I NCRIPWON DRTAIC IAImALTs 1 RIR' ANILN.ED OLlds I14 SMS F.H./PHIL. 14 e r PLASTm 1NTCRLAYER 1/4' DIA, BULB 03033 SUTACRTC PVi 3 VIP ANNEALED GLASS aa.r 16 vv i PVS rd $I- m~- Ll WPd1T• L Nwi -('I- By.'DWmT- 00 VDNSOVS VITH GLASS T'MES 'A. C. OR 0' INSTALLED ABOVE SOFT.. IN THE MPHR, THE R.G. EXTERWR LITE SHALL BE TEMPERED. EXTERIOR !RADE ti-- WINDOW FRAME PERIMETER CAULKING EXTERIOR @ FRAME MULLING DETAIL SEE MULLION APPRWMI.S FOR MULLION TYPE .SIZE AND MAX. DESIGN PREStFtME LSA1TATpN$. NOTE: THE !OWER PRESM WES OF THE WINDOW OR MULL SMALL GOVERN 1/4' MAX. / 12 S.D.S. X 1. 1/4' L. j` SHIN (SEE ELEVATION AT SHEET /2 j iNTERIOR FOR MAX. FASTENER SPACING PERIMETER --J L -WINDOW FRAME NOTE: SEALANT 1. ALL STEEL M CONTACT WITH EXTERIOR ALAN. TO BE PANTED OR PRATED, 2. METAL STRUCTURES: A) STEEL : Fy . 35 KSI MIN. (STEEL 18 GA. MW. TRACK - O.OMB"; 8) ALUMINUM (ALUM. 0.076" MIN. THICK) M .TA . STR 1 . RE ATTR Hitt IT DETAIL pRopiMRSVISED AS Wo on PO4" Buv n gtoo 7 B RS -8700 FIANGE0 k ALS TFSN # PART f READ. DB8CRIPTTON RBMAI= 1 L-7703 I FRAME HEAD 6063-4 ALUMINUM 2 L-8701 I FRAM SILL 6063-T6 ALUMINUM 3 L-7701 U FRAM FXA JAMB 6063-T6 ALUMINUM 4 L-7704 I FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM S L-7705 I VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BDTTON RAIL6063-T6 ALUMINUM 7 L-8703 I FRINGE VENT JAMB 6063-T6 ALUMINUM 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 I FRAM SILL TRACI( 6063 -TS ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063 -TS ALUMINUM lI L-7708 AS REWD, GLAZING BEAD ( 3/8' ) 6063 -TS ALUMINUM 12 FS -006 AS REQ'D. FRAM ASSEMBLY SCREWS S8 X 3/4' P.H. PHILLIPS 13 FS -040 AS RED!), INSTALLATION SCREWS I14 SMS F.H./PHIL. 14 L-7531 AS REQ'D. VINYL BULB 1/4' DIA, BULB 03033 15 PWS -003 AS RCWD. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PWS -005 AS REWD. FIN SEAL WEATHERSTRIP ,1871 w x .350' h 17 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h IQ L-7711 AS REO'L GLAZING BEAD C INSULATED) 6063-75 ALUMINUM 19 PMTS -001 AS REG% PILE !,GLAZING DEAD .187• w x .150' h 20 L-8706 AS REWD. SILL RISERADAPTER6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC -037-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7323 1 x LATCH LATCH SPRING STAINLESS STEEL 24 R 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW X8 X 2 1/4' P.H./PHIL. 26.1 MC -044-1 2 WEEP FLAP S BAFFLE w 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD i/2' X I/2' x 2' L 27 NC -040-1 2 SASH ROLLER i HOUSING w 28 NC -026-1 I SCREEN FRAMES, MSH N 29 x 1 ATTACHMENT SCREW B CLIP 09 X 5/B' S.D.S. 30 HC -058-1 2 VENT SWEEP LATCH MOILVED NYLON 31 HC -059-1 2 VENT $WEEP LATCH DIE CAST METAL 32 L-0830 I X Anchor FRAM SILL ANCHOR CLIP 6063 -TS ALUMINUM 33 10 2 LAMINATED GLASS Seo 00611■ D L.H. of sheet 9 34 N AS REQ'D. GLAZING SILICONE Sew OetoNs B L.H. of sheet 9 35 OPTIONAL AS REO'D. COLONIAL FALSE MUNTDN ALM" F-36--FSH-5504 AS REO'D. JOINT SEALANT x 37 1 s AS REQ'D. PERIMETER ACRYLIC CAULK 1051 POLYSEAMSEAL pRopiMRSVISED AS Wo on PO4" Buv n gtoo 7 B 14 O t h F a d 4 C �dMj 1 V C [ i 14 O FRAME HEAD L-7703 }�'-1—^� FRAME FIXED JAMB L-7701 SILL TRACK L-8702 0..... s r� A6e FRAME TOP CORAER y� M Q .�. teas a d Eb+3 ass aH ebst t To MUIR Mf,n phi L1 {k O! Cqr~ g 8 O SILL RETAINING CLIP L-8708 —L+E9—,. ' 0 I•+66 mw lop RAR fanuf awo 4 !q z $ a FRAMB Sim L-8701 FRAME VENT JAMB L-8703 4, r+ asE a34 FRAME BOTTOM CORNERC ,VEJ,j(T TOP CORNER F89MF YffruM �� -- ;\ ` vo-. , .,, ply p�' A SPRING LATCH LETT8S9 .oss e.+E s 2I IZEs YEA1T .uV+s EAK �'• g VW LOCK a o�D { VENT INTERLOCK RAIL FIXED MEETING RAIL L-7704 VENT TOP/BOTTOM RAIL L-7707 $ g y J me �Um BOTTOM FRAME SILL 1 MEETING RAtL F'f l, ass EA6a E tW4 L4 L37s� VENT BOTTOM CORNER to7s FRAME & SASH CORNER ASSEMBLY DETAILS � f VENT JAMB RAIL 708 SILL ANCHOR CLIP L-8830 BEAD GLAZING BEAD 711 �D$R87 �••• ••'� 32 L-7705 18 20 Eb00 .06E a� ('-094 1 E.79+ T 4 .� an .soo -1 � l$30 w PROOUCP R= FWdb ApapyE06 No ,r� Dr6e l C ., •• k Lass .77E .7rE ---� a3e �' E111 1st` q 4 M„M F MIAMI -DADS COUNTY, FLORIDA M (• -1 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315--2599 NI1TIIiE 4F ACCEPTANCE (rIQA) WW1 Mj%kMidAde.$oyreeonpMV Lawson Industries, Inc. 8501 NW 90* Street Medley, FL 33166 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 "La Porte" 8'4" Outswing Glazed Aluminum French Doors - L.M.I. APPROVAL DOCUMENT: Drawing No. FD 2003, titled "La Porte -Impact French Out --Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision 'IF", dated 03/27/13, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami -Dade County Product Control Section Renewal 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. REVISION 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 wilt 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 renews NOA No. 12-0127.23 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 13-0328,11 M�,; Expiration Date: June 05, 2018 Wa UO 1 -!� Approval date: June 06, 2013 -' ' i L.17 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA Na 11-0202.03) 2. Drawing No. FD --2003, titled "La Porte -Impact French Ou"wing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "F", dated 03/27113, signed and sealed by Thomas J. Sotos, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-11-3201, issued on 01/06/2011, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202-03) 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS 202-94 2) Large Missile Impact Test per FBG, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HET149-2623, HETI-09 2645, HETI49-2624 and HETI49-2646, issued on 10/22/2009, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 10-0128.04) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202-94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-04-1897, HETI-04-1.896 A, HET144-1896 B and HETI44-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz- Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked• -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02-TO95 and HET142--T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under NOA No. 03-0219.41) Jaime D. Gascon, . E. Product Control Section Supervisor NOA, No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E--1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per F13C 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 FBC 24113.2. 1, TAS 202--94 along with marked -up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02•-1253, BETI-02--1726, HETI-02--1728, 19ETI42-1736, HETI- 02-1742, 1iETI--42�4763 and HETI-02-1765, issued on 01114/2003, all signed and sealed by Rafael E. Droz Seda, P. E. (Submitted under NOA No. 03-0219. 01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by the manufacturer, dated 12/12/02 with the latest revised dated 07/02/10, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 10-0128.04) 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 134129.27 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB Interlayer" dated 04/11113, expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on Ol/14/17. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 63/28/13, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC-2010 and AAMA 101/ I.S.2-97, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under previous NOA No. 12-0127.23) s Jaime D. Gascon,�� Product Control Section Supervisor NOA No. 13-0328.11 Expiration Date: June 05, 2018 Approval Date: June 06, 2013 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Proposal issued by Product Control, dated 07/27/10, signed by Ishaq Chanda, P. E. (Submitted under NDA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11--3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and seealed by Candido F. Font, P. E. (Submitted under NOA No. 11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. (Submitted under NOA No.]04128 0-4) 5. Laboratory compliance letters for Test Reports No.'s HETI-09-2623, HETI- 09-2645, HET149 2624 and HET1 49-2646, issued by Hurricane Engineering & Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 10-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HET144-1897, HETI-04-1896A, HETI44-1896B, HETI-04-1377, HETI-02-T095, HETI42 4090, HE7I42-1253, HET142--17260 HETI-02-1728, HETI42--1736, HETI42-17421 HETI-02-1763 and HET"2-1765, issued by Hurricane Engineering & Testing, Inc., dated 01/14/03 and 03/08/04, all signed and sealed by Rafael E. Droz--Seda, P. E. (Submitted under previous NOA No. 05-1116.06) G. OTHERS 1. Notice of Acceptance No. 12-0127.23, issued to Lawson Industries, Inc. for their Series "La Porte 81--4" Outswing .Aluminum French Doors - L.M.I.1% approved on 04/05/12 and expiring on 06/05/13. Jaime D. G n, P. E. Product Control Section Supervisor NOA No.13-0328.11 Expiration Date: Juno 05, 2018 Approval Date: June 06, 2013 E-3 ANCHOR NOTESe 1. SEE ELEVAT ON AT SHEET 147 1/2' MOA. Unit Width Sidelite Swing Panel Win Pane Width A BILL OF MATERIALS ORW'0 6 PART If i WWR1PTTON REMARKS I L-901 Lit -098 D FRAME MEAD 6063-T6 ALUMNA 2 L-902 UI -097 i FRAME SILL 6063-T6 ALUM" 3 L-903 111-090 2 FRANC .NMB 6063-T6 ALUHDdRf 4 L-904 1.11-11% 2 SIDELLTE JAMB ADAPTER 6063-75 ALUM" 5 L-1106 LII -092 2 x Ponet PANEL TOP 6 BOT70H RAIL 6063-76 ALUMNA 6 L-907 1.11-091 1 x panel HINGE STILE 6063-76 ALUMINUM 7 L-903 1.11-094 1 x Pones LICK STME 6063-T6 ALUM" 8 L-909 Lit -095 e x Panes TOP 6 BOTTOM RAIL ADAPTER 6063-15 ALUNIUIR 9 L-911 UI -087 AS RCO'A 1/4 ROUND ALUM. BEAD - 7/16• 6063-75 ALUMNA 10 L -91e LII -017 AS REWD 1/4 ROUND ALUM, BEAD - 31W 6063-79 ALUMINUM 11 FD -624-e L -90E 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM t2 VVS-001 7P 3es6 RDO'D. LAb VMyt Vtep: Yean Plastics, Inc See Moterbl Composition at Shoot 13 PWS401 w AS KOM VTS'P. W TDP/BOTT. RAILS SchleeN FS - .1671v. X .220'h, 14 PVS-M A AS REQD. VTS'P. R FRAME MEAS L JAMS Schteeel PS - A67 -v. X .330% 15 L-910 1.II-089 e x PanW STRIKER HDA1TING PLATE 606345 ALUMINUM 16 FD -619 1`11-619-1 2 x 001MM STRIKER PLATE 6063-15 ALUMINUM 17 Fb-631 1.11-086 AS REQS. GLAZING ADAPTER 6063-76 ALUMINUM is til: -001 SF -3502 If x Panel DELTA FLUSH BOLT CR TOP 6 BOTTOM OF LOCK STILE) 19 ro-6el-e HC -08+/025 1 SET DOOR LOBI / DEAD DOLT SET KVIKSET - S"s 6901 COMBO 20 FD=621-2 FMC-o2+A'O27 i ser MR LOCK / DEAD BO.r SET aCNtl.AGE .- BerksF8376CamCO 81 FO -621-2 --064/025 I SET DOOR LOCK / DEAD DOLT SET DEFIANT - Series 031 COMBO 22 s. FS -037 S AMID; re we Instam Scree - Hood 5/16•- TAPCON ( See Notes) 23 ■ FS -039 AS RPA'A Frans Install. Scree- Jamb/SBI 5I16'- TAPCON (Sae Notes) 24X FS -026 s FRAME ASSEMBLY SCREW 012 X 3/4' PH -PM. 25 v 0'S -AL2 S R00'I JAMB ADAPTER SCREW Ito X 3/4' A.M.-PHI. 26 f063-4 LII -171 S RED'& I/4 RDUND ALUM. BEAD - 11/16• 6063 -TS ALUMINUM e7 X FS -043 8 GLAZING ADAPT. ATTACH. SCREV 08 X 1 1/4' FN -PHI. Be M FS -049 2/Paml Double R6111 AsSenbty Scmw 3/8,X2 1/4' Mex Servs a Nut 29 X M AS REQ'A NEUTRAL CURE SILICONE Schme-Norrthtod SM -57M 30 K e S RWIL NEUTRAL, CURE. SILICONE Dow Car 099 ' 31 X X S REWIL NEUTRAL CORE SILICONE Trento S-580 Se X X S REO'D. Liudnated Glass see Pg. 5 Dupont - Sentry Glass Plus 33 X X AS DOW& ILonimittil Gloss see Pe. 5 Dupont - PVR 34 w X AS REO•A 1LOWA60d Wass see Pg. 5 Softex - PVB 35 X NRC -002 2/Ponel PANEL ASSY ALUM PLATE 11/2'x 2'x I/6' 06063 -TS AI.IRL) 36 x FMC -004 2/PenN Panel Ass" Fun Lanight 'RAHN 3/8'20.-E10 Rod, Plate, Flames Net 31 X FS -DLI 8 HINGE ATTACHMENT SCREW 410 X 3/4' P.M. / PHL 39 s FS -044 to SIDELITE ATTACHMENT SCREW 410 X V PH/PHIL. - (17' OC 1160 39 HC -006 SePPOSODG14 6/Jw* I/2' Do. Note Plug - on 6-6 MICROPLASTtCS - RockeeN M-19 40 NC -007 ISOPMISGII 2/Pon* 7/8' 00. Hots %u4 - Nylon 6-6 MICROPLASTICS - Rockwell M-79 41 w HC -MO I/BOLT FLUSH BOLT SRI Plug - Nylon 6-6 SUNCOPLASTICS Inc. Rockven 0-79 42 L-913 411-086 AS REWIL 1/2 ROUND FALSE ALUM IMMITIN 6063-75 ALUMINUM 43 K K AS RWM. INT FALSE APPLIED MUNTIM 125' X .022• STOCK ALUMINUM 44 L-915 FD -623 AS REVI. 1FROME HEAD SHEAR PLATE 6063-75 ALL40" - 4' tone 45 L-916 0.11117 AS REVD. FRAME LOW SILL - OPTIONAL 6063-77 ALUM" 46 FO -633 INC -050 1 TWO-POINT rLUSHRMT LOCK OPTIONAL ( FOR +/- 76A psf DP) 47 FO -6e6 FD -626-1 2/Paml FLUSH BOLT GUIDE ALUM ANGLE 1 1/2'x 1 1/e'% IIB' AL— 6063-T5 48 1`11-627 1`11-427-1 2/Pwwl a -Pont Lack Bolt Guide ANGLE 31K W. I Vol. 1/8' At.. 6063-0 49 ■ X AS RMIL Joint Se6tant- White Colored -Purvis Co.' S.Pwr Seal 50 F0-630 HC- 1 SET LOCK ACTIVE HANDLE S TRIMSET ASHLAND XVSNIA-A W rD-637 He- 1 SET TI-PODNT LICK ACTIVE ASHLAND lIV5110-STACT5 Be FD -640 HC- I SET OCK PASSIVE HANDLE 6 TRIMSET A14LAND 4WNSIA-P 53 1`10-639 HC- 1 SET TI -POINT LOCK PASSIVE ASHLAND 4W5I-STPAS4 54 1`2-641 MC- 2 X -Panel Multi -Paint Lack Balt Guide NYLON 6-6 Rockwell M scale 79 57 a FS- 416W*t Guide Attach ent Fastener 06 X t/2' PAIPHRL. 56 FD -64e Ne- t x Lock Lack ToP Mount Adopter NYLON ADAPTER 77 VO -643 HC- 1 x Lock lock Bottom Mount Adepten INYLON ADAPTER ANCHOR NOTESe 1. SEE ELEVAT ON AT SHEET 2. ANCHOR SEE SHEET MAK.BSP� SPACING AND LOCATIONS. 2. Cot aideUteD n acve oPa ac max ose.paneU . OF i�aneo inactiv 3. FASTENERSAAAHaRSPACING 0 FRAME HEAD & SILL. "OX 0" EXTERIOR ELEVATION QUAUFIEB SINGLE & MULTIPLE PANELS (SRR RLEVATIONS). QUALIFIES UNIT$ WITH AND WITHOUT $[DRUM MAX. FRAME SIZE 146 i/ew. X 96 3/4"h. OXXO SET & INT PALM COLONIAL MUNTIN APPLIED W/81161CONE. QUAUPIRS SINIXX OR DOUBLE BOTTOM RAILS MAX. DAYUTE OPENING WIDTH = 26" MAX. DAYLITE OPENING HEIGHT = 83 1/8" MEI VATION AT SHEET lot$ FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED .N4fiES; 1). TUBS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). MEETS REEQ��EMENTS OF ASTM -£1300 AS PER CHAPTER 24 OF 3). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REWEWED BY BUILDING OFFMAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES O SHEET 4 Of 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETAR S ARE NOT PART OF THIS APPROVAL t?ROIDtfCS'RSNE91� y�M1TATil)NS: Moamplyl^B w9d181slRodda 1). MAX. DP - 386 PSF N/ (4) Surface Botta & Class Types A 8. C & O. yat{dingODde �6 t (SEE LOCATION DETAILS 0 SHEET 3 Of 6) AooeplepAsNo E%• ��I 2). MAX. OP - *76 PSF W/ 2 -Point Lock (ocths)+ (2) Surface Snits of inactive 'O 3). MAX. DP " t76 PSF W/ Fiat Sib & must be used where water infiltration is THUMB SOTOIInot required or opening is protected by overhang rota greater than ons. PROS' ONAL ENGINEER �- 4). MAX. OP - *56 PSF W/ Multi -Point Lock (t-ective)+(1-possive) of Inactive sst Notes: LL � �� Refined ed to comply w P8C$004 -11 ki61 06 8501 NW 50th St. NaN to "raw w/ FEC"" & a""MEDLEY, FLORIDA 33166 z�r 3r_ta "tuiated Olay D1/18/t0ON (305) 616-8660 * skAnd Meat -Point Look 01/27/ll AMMUPAVYIN IN OF 9VAU F AWNFMNAN RNMMW AND CLASS DOORS 5 RevltN to comply W/ tot0 FHC srow tt"w ALN tYrw c mB.w 8m(.4/NaX1e Nlrxu .6 ROA APPAOYAt 1KPACT FeEMCN ODOR 1 Of a Nelson Bra"nit ;L "LaPorte" Impact" French Out -Swing Door #neem or 1,017870/1 ak0 >q 7870/ • ''` •' � *° Net. Esso Lt DA ^,4" J ' ° e.elw a.l.t. 1 0140— A-$— a s+A+Xe N...". FD -2005 R.vW_ ".4, "P" 147 1/2' MOA. Unit Width Sidelite Swing Panel Win Pane Width A C 33 13/16' rax. > A C 35 3/16' max, 5� s khA{ tl� SEE � ARTERN4TE BOLT OM E AT SHEET / \ 25' Max. 1R,E7 Width � Jin / \ V_ Active Inactive Z M a x A S P 6 A/8' m C qJ i Sidelite dpd-eat E . . . L .. H TE BOLT AT *at . Sidelite •-�__ ^067 8• 6• 1 OF 6 FOR 7 / �' �• 1/4 3/4 12 3/4• 4 . t2 4 !2• 14 IAI 3/+ 2. ANCHOR SEE SHEET MAK.BSP� SPACING AND LOCATIONS. 2. Cot aideUteD n acve oPa ac max ose.paneU . OF i�aneo inactiv 3. FASTENERSAAAHaRSPACING 0 FRAME HEAD & SILL. "OX 0" EXTERIOR ELEVATION QUAUFIEB SINGLE & MULTIPLE PANELS (SRR RLEVATIONS). QUALIFIES UNIT$ WITH AND WITHOUT $[DRUM MAX. FRAME SIZE 146 i/ew. X 96 3/4"h. OXXO SET & INT PALM COLONIAL MUNTIN APPLIED W/81161CONE. QUAUPIRS SINIXX OR DOUBLE BOTTOM RAILS MAX. DAYUTE OPENING WIDTH = 26" MAX. DAYLITE OPENING HEIGHT = 83 1/8" MEI VATION AT SHEET lot$ FOR MAX. ANCHOR SPACING ALL DIMENSIONS SPECIFIED ARE IN INCHES NO HURRICANE SHUTTERS ARE REQUIRED .N4fiES; 1). TUBS PRODUCT IS DESIGNED AS PER 2010 FLORIDA BUILDING CODE. 2). MEETS REEQ��EMENTS OF ASTM -£1300 AS PER CHAPTER 24 OF 3). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REWEWED BY BUILDING OFFMAL. 4). ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5). SEE NOTES O SHEET 4 Of 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETAR S ARE NOT PART OF THIS APPROVAL t?ROIDtfCS'RSNE91� y�M1TATil)NS: Moamplyl^B w9d181slRodda 1). MAX. DP - 386 PSF N/ (4) Surface Botta & Class Types A 8. C & O. yat{dingODde �6 t (SEE LOCATION DETAILS 0 SHEET 3 Of 6) AooeplepAsNo E%• ��I 2). MAX. OP - *76 PSF W/ 2 -Point Lock (ocths)+ (2) Surface Snits of inactive 'O 3). MAX. DP " t76 PSF W/ Fiat Sib & must be used where water infiltration is THUMB SOTOIInot required or opening is protected by overhang rota greater than ons. PROS' ONAL ENGINEER �- 4). MAX. OP - *56 PSF W/ Multi -Point Lock (t-ective)+(1-possive) of Inactive sst Notes: LL � �� Refined ed to comply w P8C$004 -11 ki61 06 8501 NW 50th St. NaN to "raw w/ FEC"" & a""MEDLEY, FLORIDA 33166 z�r 3r_ta "tuiated Olay D1/18/t0ON (305) 616-8660 * skAnd Meat -Point Look 01/27/ll AMMUPAVYIN IN OF 9VAU F AWNFMNAN RNMMW AND CLASS DOORS 5 RevltN to comply W/ tot0 FHC srow tt"w ALN tYrw c mB.w 8m(.4/NaX1e Nlrxu .6 ROA APPAOYAt 1KPACT FeEMCN ODOR 1 Of a Nelson Bra"nit ;L "LaPorte" Impact" French Out -Swing Door #neem or 1,017870/1 ak0 >q 7870/ • ''` •' � *° Net. Esso Lt DA ^,4" J ' ° e.elw a.l.t. 1 0140— A-$— a s+A+Xe N...". FD -2005 R.vW_ ".4, "P" li0 7/8' No. UM VMth Siai�i vNNn f BxE 3S 3/16•• NIL pi ACHML t� 2 Nex.OL 3 25 VW A I Nggg I C y DP PW ) DLA88 01AS8 LASS TYPE "8" TYPE "C" TYPE 'D +/-(P$F) +/-(PSP) +/-(Par) 1 D� i Illy N NDx„'' yg 5 N 1 1 1-76.0 2 XI »;dd 176.0 S +8611 23 3/161 +7611 ±AEA 10 � ; AoyjYe q � B C 93' xtb) 6 IVIP $ 1 in.tiv8ge ±AEA +7611 6 +8611 77 ?/Ib• ±TEA ±AEA +76.0 6 ±8611 23 3/16• +7bA ±76.0 ±7611 6 +8611 293/16' 1-76.0 ±764 F 6 +86.0 31 3/16' ±760 ±7b.0 � 1 I +760 b ,� e I N ctive Q d el \ •��AT WF "'0X0" ELEVATION 73 5/16' Nee Wt Wwth 74 W.• Nax Ott vtltn � �' M9i% -- 38 t W h Y � OMt iNDih �j^• 9 r Ko t 3'3/!6' ox 3 a 65 i P(31 3r1B trhmx. "XX" ELEVATION "OX" ELEVATION 145 i/8' Mae Lwt NDth oSf�EroAXI.giERW116HCET T Sfdel4te } of 6 NIL pi ACHML t� 2 Nex.OL 3 25 VW OF CLAZNI 4YPE "A" J. 'E" +/-(PSP) C y DP PW ) DLA88 01AS8 LASS TYPE "8" TYPE "C" TYPE 'D +/-(P$F) +/-(PSP) +/-(Par) 1 D� i II= • 101/4 16 1/4' 221/4• 89 1/4' 30 1/4' 34 1/4' yg 5 N 1 1 1-76.0 2 XI »;dd 176.0 S +8611 23 3/161 +7611 ±AEA 10 � ; AoyjYe q � B C 93' xtb) 6 IVIP $ 1 in.tiv8ge ±AEA +7611 6 +8611 77 ?/Ib• ±TEA ±AEA +76.0 6 ±8611 23 3/16• +7bA ±76.0 ±7611 6 +8611 293/16' 1-76.0 ±764 F 6 +86.0 31 3/16' ±760 ±7b.0 � 1 I +760 b ,� e ctive Q d i "XX" ELEVATION "OX" ELEVATION 145 i/8' Mae Lwt NDth oSf�EroAXI.giERW116HCET T Sfdel4te } of 6 NIL pi ACHML i N i Nex.OL 3 25 VW OF CLAZNI 4YPE "A" J. 'E" +/-(PSP) C y DP PW ) DLA88 01AS8 LASS TYPE "8" TYPE "C" TYPE 'D +/-(P$F) +/-(PSP) +/-(Par) 1 D� i II= • 101/4 16 1/4' 221/4• 89 1/4' 30 1/4' 34 1/4' 77' +KSY 5 +8611 ll 3/16' 1-76.0 2 176.0 »;dd 176.0 S +8611 23 3/161 +7611 ±AEA ±7611 � 1-76.0 AoyjYe 376A � ±76A C 93' xtb) 6 +0611 $ 1 176.0 "XX" ELEVATION "OX" ELEVATION FAttERN.% 800-1 :117 S1#E7 "OXXO" ELEVATIO ANCHOR NOTES: 1. SEAgNgCgHOgR1{ �VAIT. MNAtT. SP C.; OF UfCATONS. 2. FASTENERS 5,6 FOR INSTALLAWN APPROVED CONFIGURATIONS 1. t EED6nO S PHICA REPRESENTATION TCRIOR SIDE. • 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3.OIIN€1,hC, ARE A�YNlA84. VAASTH SINGLE BOTTOM RAIL 4. GLtT-SlIANG DOOR MTN= INSECT SCREEN. r.; A g 0 p RV HIS 1# �Ai iNILT T `�SfiR1 t "X" ELEV TA ION "0" ELEVATION ppU PRODUCT RWOWW WRDtlrPIOfNn ^RAiL� Aea tae No I — O 1 $, � I BBeyy._. 8 _ ATipul Dodo "Vis" to comply W/ roc000s-it/oil a�52$5sad to comply W/ TDCY00T i odds p mnlotod Olen 61/88/10 * lend Nnit-ibint Lw* 01/87/11 food to Comply W/ 8010 PDC A..ri.+AV NNsos Hrom '01"a?, Te 4' b 9�y:, cC Lfl Wn ov,A..o,e r aw Nelson Erato Ol/SO 1f "L6Porto" IMPACT ?REM OLM$WINO DOOR - DESION WAD CBART 145 i/8' Mae Lwt NDth oSf�EroAXI.giERW116HCET T Sfdel4te } of 6 NIL pi ACHML ft 35 NONBII '' OP NLWOf:I %JANE OF CLAZNI 4YPE "A" J. 'E" +/-(PSP) PANEL 11187 AC�OAL DNS) SIOTN • DP PW ) DLA88 01AS8 LASS TYPE "8" TYPE "C" TYPE 'D +/-(P$F) +/-(PSP) +/-(Par) IFWM • II= • 101/4 16 1/4' 221/4• 89 1/4' 30 1/4' 34 1/4' 77' +KSY 5 +8611 ll 3/16' 1-76.0 2 176.0 S +8611 17 3/16' ±76,0 jX.0 176.0 S +8611 23 3/161 +7611 ±AEA ±7611 5 +8611 29 3/16' +76.0 06.0 1-76.0 Mox. K I WId tho 376A � ±76A C 93' xtb) 6 +0611 11 3/16' 176.0 ±AEA +7611 6 +8611 77 ?/Ib• ±TEA ±AEA +76.0 6 ±8611 23 3/16• +7bA ±76.0 ±7611 6 +8611 293/16' 1-76.0 ±764 ±760 6 +86.0 31 3/16' ±760 ±7b.0 ±7611 6 +86D 35 3/16• +7611 176.0 +760 b ,� ctive Q d i p ,I FAttERN.% 800-1 :117 S1#E7 "OXXO" ELEVATIO ANCHOR NOTES: 1. SEAgNgCgHOgR1{ �VAIT. MNAtT. SP C.; OF UfCATONS. 2. FASTENERS 5,6 FOR INSTALLAWN APPROVED CONFIGURATIONS 1. t EED6nO S PHICA REPRESENTATION TCRIOR SIDE. • 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3.OIIN€1,hC, ARE A�YNlA84. VAASTH SINGLE BOTTOM RAIL 4. GLtT-SlIANG DOOR MTN= INSECT SCREEN. r.; A g 0 p RV HIS 1# �Ai iNILT T `�SfiR1 t "X" ELEV TA ION "0" ELEVATION ppU PRODUCT RWOWW WRDtlrPIOfNn ^RAiL� Aea tae No I — O 1 $, � I BBeyy._. 8 _ ATipul Dodo "Vis" to comply W/ roc000s-it/oil a�52$5sad to comply W/ TDCY00T i odds p mnlotod Olen 61/88/10 * lend Nnit-ibint Lw* 01/87/11 food to Comply W/ 8010 PDC A..ri.+AV NNsos Hrom '01"a?, Te 4' b 9�y:, cC Lfl Wn ov,A..o,e r aw Nelson Erato Ol/SO 1f "L6Porto" IMPACT ?REM OLM$WINO DOOR - DESION WAD CBART NIL pi ACHML DIf7 u NONBII '' OP NLWOf:I %JANE OF CLAZNI 4YPE "A" J. 'E" +/-(PSP) PANEL 11187 AC�OAL DNS) SIOTN • DP PW ) DLA88 01AS8 LASS TYPE "8" TYPE "C" TYPE 'D +/-(P$F) +/-(PSP) +/-(Par) IFWM • II= • 101/4 16 1/4' 221/4• 89 1/4' 30 1/4' 34 1/4' 77' +KSY 5 +8611 ll 3/16' 1-76.0 ±ABA 176.0 S +8611 17 3/16' ±76,0 jX.0 176.0 S +8611 23 3/161 +7611 ±AEA ±7611 5 +8611 29 3/16' +76.0 06.0 1-76.0 3 38611 31 3/16• 376.0 06.0 376A S +8611 35 3/16' +760 ±7164 ±76A 10 1/4• 16 1/4' 22 1/4' PB 1/4' 30 L4• 34 1/4' 93' xtb) 6 +0611 11 3/16' 176.0 ±AEA +7611 6 +8611 77 ?/Ib• ±TEA ±AEA +76.0 6 ±8611 23 3/16• +7bA ±76.0 ±7611 6 +8611 293/16' 1-76.0 ±764 ±760 6 +86.0 31 3/16' ±760 ±7b.0 ±7611 6 +86D 35 3/16• +7611 176.0 +760 - ew, "¢u xrra��c "ww"c..enre .en eveumru i.w.. • D WENT M W6fe4A7ES �j('O`CyAN/ci M A]T�FUW "114 NW 9ft St LA W lJ 1 7 MEODLEY. FLORIDA 33166 7 (305) 696-6060 ArANOPACr&M B/ 4MUff ALWff& Alf N/NDNNN AND OUM MWS nw Ci"e 7a.o LN." I^"=- 4M.4/M•4.e !I«w 311...0 MOA AfPRDVAt IY►AOi lId ODOR t or, "La Porte" Impact" French Out—Swing Door V.n"" NWM." &—ow W..*- FO -2003 N"'1i101 u.n', I T.M. TAPCON W/ OIN EMN ES BEW FOR SPACING) WOOD SUCK MAIL 11HIM TYP. Sidelfte Width " 14 Panel Width TYP I @ MULLION Active 11172111011 SIN Inactive Active MIR" $1011; Inactive Is E 3exrseaie ewe E4won" am LOCK STILES WITH PLUSH BOLT LOCK STILES WITH TWO-POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERM SIDE 2' sBl height TYP 5s/16•TAPCGM VJ' 111 • ,00P6,08V FOR SP.CIM, OPTIONAL - DOUBLE BOTTOM RAIL DETAIL Active 7, INTERIOR SIDS LOCK STILE 11 SIDE UNIT WIDTH TWO—PO MULTI—POINT k4X OP - *76 PSF MAX. OP - *86 PSF OPTIONAL LOCK DETAILS Ilerhad to ftmty w/ PK -407 A added MEDLEY0B` FLORIDA 33166 Insubted Glass DVUIIO (:Er-qpT_7fqrn1g;9. Iwo.) (305) 06-8660 Ashland Mutt-Palill. tmk 01/0/11 MANAWAM"N Or estufry ASUVNW FRAW& AND BASS MOM Revised to amply w/ 2010 75C P.Aftbor R= 14aAna — = en,.. near 1 3 or 6 A.4" #V Nw. ft. ja­,,=11 "La Forte" Impact" French Out—Swing Door 0—or Mets. &n. 1,01=712 MIN EMBED (Tyr.) I. SEE ELEVATION ANCHOR &C Mg. SHEET I OFD FOR SPACING AND LOCATIONS.2. MIM W$.S FOR INSTALLATION PRODMRMMM wabihePkrMr Active Inactive Na Dow prodim Active Inactive x"Sam on 111=1011 SWE �W OPTIONAL SILL OPTIONAL BOLT 0 BOTTOM RAIL1 W/ TTP SEC RETAIL E3 FOR MININTING LOCATION CSEE1/2 S M Fail, SPACIW, PLUSH BOLT A, (-) PLAT BILL NOTH 23 I'VO-POINT LOCK UMITA77"&. IXIGRS & SIDELItES WITH THIS SILL TO BE 95 114' MAX. FRANC NE1GMr. ). MAX. OP :1:86 PSF W/ (4) 'urtme Belts @ Gloss Types A. 8. & C THIS TYPE W SILL IS LIMITED TO .41- 76A Psf DESIGN LOAD AND MST BE USED WHERE WATER WILTRA710M IS W07 REQUIRED OR THE !). MAX. DP 176 PSF W/ 2 -Paint EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR MOF .0k (0CI1.9)+(2) SWfWe BA, 0 W.Ceh,* Ovo� GREATER WHERE THE DOOR IS THM an CQUAL To THE HEIGHT OF THE WALL I LOCATED. Not" f A WQn AT 8501 NW 90th St ftakw W/ Ilerhad to ftmty w/ PK -407 A added MEDLEY0B` FLORIDA 33166 Insubted Glass DVUIIO (:Er-qpT_7fqrn1g;9. Iwo.) (305) 06-8660 Ashland Mutt-Palill. tmk 01/0/11 MANAWAM"N Or estufry ASUVNW FRAW& AND BASS MOM Revised to amply w/ 2010 75C P.Aftbor R= 14aAna — = en,.. near 1 3 or 6 A.4" #V Nw. ft. ja­,,=11 "La Forte" Impact" French Out—Swing Door 0—or Mets. &n. 1,01=712 SII :2 i • ALL TAPCDN IJLNOTHS "L" sp6e"m ARE 'MINIMUMS .t ER EXTERIOR SIDE 1. r: ( M ELBVAmif AT BRBST 1 of 6 POR ANCROR MAX- AND LOCATIONS ) J� E N •.•,, r� `e� '•dill rI Revision Rales T ® '(�/,�/T �-Sj7P'ACING 8541 NW 90th Sl, S D t 4M to eompilr w PBC8004 -1110179 E,5P25 y aelaad to oaa<P1P w/ Pec24o7 k added # sulatad Class 01/26/10 .LJ1 i. 7/ l T MEDLEY. FLORIDA 33166 (305) 696 -WW y}! tend Nutt -Point Look 01/67/11 �j iC7 O) ; jr:eked `C op W,." to ooripw M/ 6610 PBC 8wpr eWz ft"clue hM nbawty BMry 1aMY Naw tAna MOA. APPROVAL IMPACT ►RENON 90OR 4 W 4 NeMoll E►a4o of 67 I1 La Porte Impact French Out—Swing Door °ice M Maim Esso OM -0/ f �f wytt` 16 � � � at.w n.t,s. 80` Nk.,*- M-4- FO -2003 ant.4- &m&, m �•ry �.✓ I `� .� �i �% S'i 911 =�E i�.�j!•� -:rt, �rtM t'.;,, moi! i '�;� 't�! °�`j�, T;' � _--- ��!i_ {� `,a��is+'� 1,�I+i��A\ �'j �i�� ���ii�-��_� � �'��_I�',- �t'irrrrM,—__� ' .,.��Rt�.��''R .tli1',!iA� �,,'�:�'�I�jl �t� � �j� �1�,i ■���'c�iL_ 11 �12 1 12 Lt O E O MAX SH1 F _, G2 2 }` EXTERIOR BID LIMIT WIDTH MIN EMBER LL41T WIDTH EXTERIOR SIDE (TYP.) EXTERIOR BIDE 50 51 3 I!lTBIOOR 6308 • • •r a r fIa cow Nat.3116' TAP= Y/ 5/16• TAPCON W 1 1/2• NIM ENDED, 2• NRI. y �A LOCK STILE 3 4 56 57 y:� '.^ ;T! r ` .. • SEE NOTES FOR SPACING) MST SEE NOTES F 7NR SPACING t�- xP 19 20 21 MILLION IN MR SIOE 7 �" " r; 'w• w_)ai,r Active T •.+'C:.i• -••i ; y.+, .,yt,� 1 z EP.T.) 4 PRSIOUCFRBNB!ff80 MIN. EMBE V2WND HOCK '. .r .r.w• VIIOD BUCK 3 7 6 'rsontpt7rd6N4tr1llePlRtWe 12 Duna ccae (3 w ©3Z TYP •.t,• a• • ~a:" , w +Y' ) • Ac4oPlNloa No �, Active Sidetite 1 1/4' iMAX. 1t 1/a�• NJ SHIM TYP. llmi 17 LOCK STILE )2 HEAD 4 SHIN TYP. HEAD a EXTERIOR SIDE G3 I$3 13 2 A13 9 1 ' .. 12 12 74 INS•ra11.ATION FASTENERS NOTE, 8 B _ 3 SkdaOte _IXBUCK* MINIMUM REQUIRED FASTENER TH 5 AtUCNnar+t See*w H 5 t 6 Screws ! each aide of y♦rA♦s, HEAD: 5S//16" X 3 1/2" Long TAPC0N( ) 2 - to totot Per swoute > BXT6RfOR 1!11)6 SILL: 5/16" z 2 1/4" Long TAPCON(")" INTERIOR BIDE INTRRLOR SIDE JAMB: 5/16" X 2 3/4 Long TAPWN(•) 3 50 51 MULLIONS: 5/16" X 2 1/4" tang TAPCON(•) h- r- _ 3 ♦) TAI!= BY 'RECO" OR "R I JfW �. S g i GLASS W g 1 LOCK STILE *2X JILIGS5g"//MINIMUM R A IM- FA FR FN .TH til a EXTERIOR SIDE Acture 56 SKI; 5/166" zx 231/44 gLo� T�0)N('Q �•. -i T 7 trwc rive JAM& s/is" x 2 1/4" Long TAPCON(•) MULLIONS. 5/16" X 2 1/4" Long TAPCON(") INTERIOR SIDE o —7 (•). TAP= BY 'Rttro" OR "BUILDRlc' A7 n• Rea at NOTES: AV- PLMIRRR R/ 1 1/�2-MD11- ENREDNRNT- EXTERIOR BIDE 1 &U 1/4" MAX. RtRY 5 18 5 2 2 %�� 13 12 13 12 � #S J 23 `SILL jI? Height SILL � J `� r' r, " i r : •' " • +I }• MIN EMBED • •' . • 1 M[N EMBED • •rr". y .�P;i ; • .j: r•}" TYP ' t' •f'; :'ti �•e;+ y • •� r.i., TVP • 3/��11�6' TAPCOEENgrVEgg/�� " 1SE 1JTAk.LNAT30M NOTES FOR SPACIIr0 :2 i • ALL TAPCDN IJLNOTHS "L" sp6e"m ARE 'MINIMUMS .t ER EXTERIOR SIDE ( M ELBVAmif AT BRBST 1 of 6 POR ANCROR MAX- AND LOCATIONS ) J� E N •.•,, r� `e� '•dill rI Revision Rales T ® '(�/,�/T �-Sj7P'ACING 8541 NW 90th Sl, S D t 4M to eompilr w PBC8004 -1110179 E,5P25 y aelaad to oaa<P1P w/ Pec24o7 k added # sulatad Class 01/26/10 .LJ1 i. 7/ l T MEDLEY. FLORIDA 33166 (305) 696 -WW y}! tend Nutt -Point Look 01/67/11 MAMPACF ma or #uumr Aimis if YMOers AND CLAss McAs O) ; jr:eked `C op W,." to ooripw M/ 6610 PBC 8wpr eWz ft"clue hM nbawty BMry 1aMY Naw tAna MOA. APPROVAL IMPACT ►RENON 90OR 4 W 4 NeMoll E►a4o of 67 I1 La Porte Impact French Out—Swing Door °ice M Maim Esso OM -0/ �f wytt` 16 � at.w n.t,s. 80` Nk.,*- M-4- FO -2003 ant.4- &m&, ��-� "' •• SteLLil[ AirACrKMT 0011KE 600'tlC Wall* 11 1h l""'t eK —'7RJ W A r INFERIOR SIDE AEfSNKY ©01asR16 Adapter eu , s/4• Irma. e/a'- 0lasinE Depth jj ^— vcArNSAcrsta rACE w-�:Y CsW)tln6 I - aalalss _ ... ` beminatad ONss - - >ILL Aa1PTE11'r •......._ by Dupont or oduLk MTCAtOt TAtt Typea W. B" or b" 3IDELITE/JAMB ATTACHMENT DETAIL (a- TAILE w/ COARESPONDtn FRAME ASSEMBLY DETAIL GLAZING TYPE 6 DESCRIPT 4 11 `{1M.7( s10CT ACCESS ' �aad p ) fItl1M n EXTMOR SIDE SILL SEALANT DETAIL a G ZING DETAIL #I Inio:ACAAER TO K TMLCA AMKAA TO slit LEFT Sir Lai mmw_,r^ ft Ixrc+vNb not 204. x►Tx LUG _ iw . -s/t� �PA/PAA.. HINGE ATFACHMENT j/ DETAILS Amu Mai: i •UWT VAM Was LCN': d DDDR tsrp.E emra NAM ATTA1)aICNT No MUT iCatvi .31 i 'N •'f4' "WIVUL. PANEL ASSEMBLY DETAIL .CCEa rate Cwta "raw UTT AVr1 SMS OR NCTAAL S TURF SCREW MOTES rOR SPACINO) �--0.7x9 7tilt.MIN. r -'MCN EDGE Ota, }J <G9G3-TS MIN.) j t1AUDTDW W MIA VV kAX. SHS" TYP. ENS OR SELF DRILLING SEREVS METAL STRUCTURE V/ iNOTES FOR SPACING) NIN EDGE DIST. —IL --M GA Nut Ciy . 36 KSI ) 1/2' MIN ENDED. (SEE HOPES FOR SPACTNW �NTK) CSTitL INN COI�RACT Vim/ ALUIL 10 DE PLATED tM PAINi£D) 1/4• MAIC SHIM TYP. INTERIOR 901asinD Adapter b/)6" laminatsd GhM 0 CKC "Int'"I OLAEIN6 TYPE 1 DE3CRiPTM1W 1/4- tnautatad All tanp~01asa iN U1SMIED SPACER 'truSeol•- 0 sME Bead 0M Seal S.W# SPocer aleck - 1/4' aG �pav Pin. 61a-aS.-357 EXTERIOR GLAZING DETAIL #2 +in86CrrN 0.W - arWjW 1411WIt AiTri Pro - GLAZING TYPE & DF,L%RiPTiONS V/ M 5/16' T�APPCONN W/ 1 1/4' MDC EDGE 0787 TVP ) 1/2' MIN ENDED. (SEE HOPES FOR SPACTNW vont - Glen _J_,�[ I�Q-�,..'ITF heS7S�Ea•IATES£FORDSP CAT NU> I 1 3 3/16• Anneewd 4 1 (COMC. TO EE 3 KS1 M7N)V ,r� - Man 0 A Lam Dated Glass by So x�CPE�K • • ", �'° •s OE7Al(.. 0]C4• 1 i!8• AMNIatl 8 ego• DuPont PVR intern 3 1 I!R• Anndewd .346 0 A Laminated Glass bv So •fir .tv 1 am SUMMON SE£ GEN. NOTE a3) aar�a 4 1 a Mir Mret-Skrenpthened Qms soft" ova Ar noir 1/4• MAX, SNlN TYP. I i 1/4• NAX. SHIN TYP. NOTE. FRAKNLE To�1ONAL ( FALLAiAIIia10NA)1�uR NE0.Y FRAME INSTALLATION OPTIONAL DETAILS CTYP) INTERIOR 901asinD Adapter b/)6" laminatsd GhM 0 CKC "Int'"I OLAEIN6 TYPE 1 DE3CRiPTM1W 1/4- tnautatad All tanp~01asa iN U1SMIED SPACER 'truSeol•- 0 sME Bead 0M Seal S.W# SPocer aleck - 1/4' aG �pav Pin. 61a-aS.-357 EXTERIOR GLAZING DETAIL #2 +in86CrrN 0.W - arWjW 1411WIt AiTri Pro - —Ai T Y + + xaC �Eyya A�stoslplybMvdflTOwMsrids Y M�e6• II HINGE ASSEM$LY DETAIL #FD -864-6 tttMia `t pC S ".• Rovioad to eoMply, W/ TT1C60DT R I It 'k mwkted Glass 01/86/10 ` rd� obtand XMIL-Point took 01/21/It �"0 y to aantdy w/ 2010 PBC Rip mdmn Bron pGt t a Av—RIP Deo en Nateml Erato of s%a 90th St. LA WS O � MEM FLORIDA W166 (305) 658-8660 NAN FWTURM OF aMAKIYY AAOMIMIfM SI MOMS AND GiASS DOM afe parr PW Ckw pad 0.410-10r R,4/flaAe fAmv JMW OA APMOYAL IMPACT iRNr*. O k A o or - "La Porte" Impact" French Out -Swing Door FO -2003 GLAZING TYPE & DF,L%RiPTiONS AZINGRYPE&D��RiPTIONS 17EN LaOWMW ChaseP4 DiPTM vont - Glen _J_,�[ I�Q-�,..'ITF Tvo 8lTAiL B T -JIL a.w 1 3/16' Annealed a .090• DuPont SOP intend r 3 3/16• Anneewd 4 ad Class b - Man 0 A Lam Dated Glass by So INN10M tt OE7Al(.. 0]C4• 1 i!8• AMNIatl 8 ego• DuPont PVR intern 3 1 I!R• Anndewd .346 0 A Laminated Glass bv So Ua - s C am SUMMON aar�a 4 1 a Mir Mret-Skrenpthened Qms soft" ova Ar noir 3 I19' NeaS-Skre ihenW Uass —Ai T Y + + xaC �Eyya A�stoslplybMvdflTOwMsrids Y M�e6• II HINGE ASSEM$LY DETAIL #FD -864-6 tttMia `t pC S ".• Rovioad to eoMply, W/ TT1C60DT R I It 'k mwkted Glass 01/86/10 ` rd� obtand XMIL-Point took 01/21/It �"0 y to aantdy w/ 2010 PBC Rip mdmn Bron pGt t a Av—RIP Deo en Nateml Erato of s%a 90th St. LA WS O � MEM FLORIDA W166 (305) 658-8660 NAN FWTURM OF aMAKIYY AAOMIMIfM SI MOMS AND GiASS DOM afe parr PW Ckw pad 0.410-10r R,4/flaAe fAmv JMW OA APMOYAL IMPACT iRNr*. O k A o or - "La Porte" Impact" French Out -Swing Door FO -2003 AZINGRYPE&D��RiPTIONS .34D 01A al inated Glans oto H 11+14 1 a a 4 S bumpTiaN. I/S• )Ieet-Strsn94hened Rass ASS, Sew PVR 1mv er. 1/R' Nene-Strenpthened.(Aass 1/4' INSULATED AIR SPACE i/ir TEMPERED GLASS DETAIL am ® tea, .340 0 A Lam Dated Glass by So uta - Wass Trail i 8 3 4 DERCR mol# 1/9' Next -Strengthened Glees A9Y pA�ant SGP lnterle er I/6• Nee.t-Strenpthened Glass I/4• iNS1A.aTEO AIR SPACE TEMPERED GLASS I DETAR, l •i air 3 y.�. —Ai T Y + + xaC �Eyya A�stoslplybMvdflTOwMsrids Y M�e6• II HINGE ASSEM$LY DETAIL #FD -864-6 tttMia `t pC S ".• Rovioad to eoMply, W/ TT1C60DT R I It 'k mwkted Glass 01/86/10 ` rd� obtand XMIL-Point took 01/21/It �"0 y to aantdy w/ 2010 PBC Rip mdmn Bron pGt t a Av—RIP Deo en Nateml Erato of s%a 90th St. LA WS O � MEM FLORIDA W166 (305) 658-8660 NAN FWTURM OF aMAKIYY AAOMIMIfM SI MOMS AND GiASS DOM afe parr PW Ckw pad 0.410-10r R,4/flaAe fAmv JMW OA APMOYAL IMPACT iRNr*. O k A o or - "La Porte" Impact" French Out -Swing Door FO -2003 P2 • pCMTIPASSIVE T U f_—`Ii Optional Multi -Point Locks } (+/- 86.0 pof DP) g 6 Acttvr Lock eaewe lock LOCK OHC -060 ASHLAND M_IL1-STACTS .ASHLAND aM51t0-STPA: Oji HANDLE T IHS T HANDLE t TRDISET Q�@ ASHLAND WMIA-A ASHLAND 81J52OIA-P 9 D638 Q.h 12591 L .908 X� QUARTER ROUND @( 11/16.) BEAD OL -910 yp qp yy .31.0 D-746 PPVC VRdix Conrotind Na 7567-75 PHYSICAL ASM N0. DovswWHat6*ts1A".10sm 7S MM Spsifi0G-iW 1.45 • pCMTIPASSIVE T U f_—`Ii Optional Multi -Point Locks PHYSICAL. (+/- 86.0 pof DP) g 6 Acttvr Lock eaewe lock LOCK OHC -060 ASHLAND M_IL1-STACTS .ASHLAND aM51t0-STPA: 78.0 Pal DP) HANDLE T IHS T HANDLE t TRDISET D•792 ASHLAND WMIA-A ASHLAND 81J52OIA-P 1640 D638 Q.h 12591 L .908 X� QUARTER ROUND @( 11/16.) BEAD OL -910 . Iktt .31.0 D-746 PPVC VRdix Conrotind Na 7567-75 • pCMTIPASSIVE T U f_—`Ii Optional Multi -Point Locks PHYSICAL. (+/- 86.0 pof DP) OPTIONAL TWO-POINT LOCK Acttvr Lock eaewe lock LOCK OHC -060 ASHLAND M_IL1-STACTS .ASHLAND aM51t0-STPA: 78.0 Pal DP) HANDLE T IHS T HANDLE t TRDISET D•792 ASHLAND WMIA-A ASHLAND 81J52OIA-P 1 1! FLUSH BOLT AND TWO-POINT LOCK ANOLE GUIDE OFD -829-1 1400 ►.Soo INACTIVE -PANEL QFLUSH BOLT ANGLE GUIDE 1 1/2` LANG OFD -685-1 2' 1 1v2' SIDELTTE PANEL. ALUMINUM PLATE E" LONG OHC -002 st4.'EIIS IITEEL epr to to or16- " us :..- y"P.0to Wr DD us ni- a""" INACTIVE -PANEL 18 FLUSH BOLT OHC -001 .076 - il- �1 A OSO PHYSICAL. ®FOR LAAC WN In 975 .062 75 .460 SpedOadi-W LAS D•792 TasOeSMenpN,PSI 1640 D638 Q.h 12591 L .908 GLAZING ADAPTER QUARTER ROUND @( 11/16.) BEAD OL -910 . .119 r 2x31 11 HINGE LEAF OL -808 1�_ 1.250 HALF ROUND 42 FALSE MUNTiN OL -013 ` 3,5 —lr—+t-- - .D96 1.750 .074 d27 OPANEL HINGE OL -90T t + .726 i 4.187 --1 T D46 QUARTER ROUND 1,730 075 10 (3/8") BRAD OL -912 Ij-A70 PANEL LOCK STILE b6 7 /L-908 1, `-T 1.750 11; �=nt 063 FRAME HEAD late - —+ iL-901 1J 1 .100 .064 .0154 2x00 4.500 ---^--•f (1 FRAME BILL I �J OL -902 90B 1 --t 1.75 � 1.750 � isle —I QUARTER ROUND1 �� D66 063 O(1/4") BEAD .123 _ 1 OL -911 .07E .21- 4 425 1�0,14 x68 1— 4500 4,000 ORAR, ADAPTER 072 OL-909Og JAMB ADAPTER b-004 Y. PPNCBIaslc No:7900.70 PHYSICAL. ®FOR LAAC WN In DwaretwliaAes"A", IOsea 75 0.2240 SpedOadi-W LAS D•792 TasOeSMenpN,PSI 1640 D638 Utnnaa8b4g+Nogx 3440 D638 MWd-1F 4001LDI-1kP.PS1 765.0 D.W Iktt .31.0 D-746 PPVC VRdix Conrotind Na 7567-75 PHYSICAL ASM N0. DovswWHat6*ts1A".10sm 7S MM Spsifi0G-iW 1.45 MM TMO.SeaskPSI 1640 D•058 UNWAO amp ivq x 325.0 0635 Moddis�100x81tagNia6 PSI 765.0 D6:18 Bmdm .34D x746 4.346 1x12 --1 .136 � r'°° � QPANEL TOP At BOTTOM RAIL FRAME JAMB OL -908 O OL -903 O FRAME HEAD SHEAR PLATE OL -016 ' 2686- 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES 8. SEB ELEVATION AT SRBBT f OF 8 FOR AMMON O.C. MAX. SPACING AND LOCATIONS PRODUCT RBNBWBU aseaADtsdnB�ffieLW "- FRAME LOW SILL to 001010 */ FBCSOOT It added t Glass 01/48/10 Null -Poet Lock 8t/27/11 to comply */ solo PBC "•- Nelsen Erato NO, Nelson Erato :$. t f*) NOTg; OL -916 REFER TD DETAIL '63' AT SHEET e 3 OF 6 ADDITIONAL NOTES AND LIMITATIONS, ®FOR LAAC J O 1 7 t4EDLEY FlI.OR DDA 33166 (308) 696-6650 OA APPROM I I rAPACT 1 fa m" Dom I 1 e or "La Porte" Impact" French Out -Swing Door MIAMIMIAMI-DADE COUNTY EBIN PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SN' 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOAH_ .,,rw.mismidade.eov/economy Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been revicived 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 (lit 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 143200" Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 13200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision B dated 02/26/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, 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 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: 'Mami-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 # 12-0127.21 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. NOA No. 13-1217.22 MiAMF a 1�'11frll1) Expiration Date: March 04, 2019 Approval Date: March 06, 2014 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMTI'TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2.. Drawing No. L3200-0801, Sheets 1 through 7 of 7, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision B dated 02/26/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, F.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, configuration, w/5/1 6" ann, lami glass w/PVB laminate by DuPont, Test Report No. HETI-08-2099A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020108) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. lami glass w/PVB laminate by DuPont, Test Report No. HETI-08 2099B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" ann. Jami glass w/PVB laminate by. Solutia, Test Report No. HETI-08-2100, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, X configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2101, dated 07/10/08, signed and sealed by Candida F. Font, P.E. (Submitted under NOA #081020.08) 5. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2102A, dated 07/10/08, signed and sealed by Candido F. Font, F.E. (Submitted ander NOA #081020.08) Mann rex, P.E. Product Con rol xaminer NOA No. 134217.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowwuEq 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2102B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 7. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-0$ 2097A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #084020.08) 8. Test report on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2097B, dated 07/10108, signed and sealed by Candido F. Font, P.E. (Submitted uuderNOA #081020.08) 9. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2103A, dated 07/10/08, signed and sealed by Candida F. Font, P.E. (Submitted under NOA #081020.08) 10. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2103B, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #081020.08) 11. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5116" ann. Jami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2104, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-.1020.08) ej i Manuel Per", E. Product Control a er NOA No.134217.22 Expiration Date: March 04, 2019 -Approval Date: March 06, 2014 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNnNuED) 12. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2105, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08--1020.08) 13. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/5/16" HS lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2106, dated 07/10/08, signed and sealed by Candida F. Font, P.E. (Submitted under NOA #08-1020108) 14. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, XX configuration, w/7/16" ann. lami glass w/PVB laminate by Solutia, Test Report No. HETI-08-2125, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted uttderNOA #081020.08) 15. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131A, dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #08-.1020.08) 16. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 3200 outswing aluminum casement window, OX configuration, w/5/16" HS lami glass w/SGP laminate by DuPont, Test Report No. HETI-08-2131B, dated 07/10108, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #084020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2004, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Subniiited under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04. f Manuel Por4m t.E. Z_ Product ControExn ner NOA No. I - 1'1.22 Expiration Date: March 04, 2019 Approval Date: March 06, 2014 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE I. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemoitrs & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated January 25, 2012, signed and sealed by_Thomas J. Sotos, F.E. (Submitted under previous NOA No. 12-0127.21) 2. Statement letter of no financial interest, dated October 1, 2008, signed and sealed by Thomas J. Sotos, F.E. (Submitted under NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 12-0127.21, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window — L.M.I., approved on 03/29/12 and expiring on 03/04/14. Manuel Pe , E. Product Control ami er NOA No.13- .22 Expiration Date: March 04, 2019 Approval Date: March 06,2014 E-'4 ANCHORS, 12 f 2" (A) 3 AT FRAME HEAD ox-) (C) 3 AT FRAME SILL A Al MAX. (D) 9 AT EA. FRAME JAMBN 1 i 38 _... 0I `-�...._..... 3 !' j x� It 11......:_:,:::: \ j — \ � o D \ 8� EXT. 6 INT. FALSE COLD NIAL ,) ML04TINS ARE APPLIED W/ 3T W/ SILICONE AND ARE W N W FRAME W H AVAILABLE AS OPTIONAL. X" ELEVATION (LIMITED TO LOADS ON SHEET D OF 7) s ANCHORS, (A) 6 AT FRAME HEAD 4C) 6 AT FRAME SILL (D) 4 AT EA. FRAME JAMB ' 1At ( 1 , lit WINDOW FRC• "XO" ELEVATION — N_.. ._.-. ., (LIMITED 'TO LOADS ON SHEET 6 OF 7) ._.. ....._ .._____. .......-__ .....ONIAL (LIMIT$D'TO IAhD3 ON SHEET 8 OF 7) V%NBIIL�IC9NE ANDAREW/ AVAILABLE AS OPTIONAL. SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Nates: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. Be TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 8 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO 8E REVIEWED BY BUILDING OFFICIAL. $.) SEE SHEET p3 FOR BILL OF MATERIALS AND DETAILS. S.) SEE SHEET y8 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL. ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2' TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SES SHEER 6 4 OF 10 FOR PIANOS PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLDNiAL MUNTINS ARE OPTIONAL At AND ARE APPLIED W/ SILICONE 'WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE DUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS TO BE RIR SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) RODUC1' REVISED ", couiPlying with the Florida Mi01,)f Dade Product Con TH OMHoe Nan, .LI.G .a i F S lJ 1 7 F A 0p LIRE A. RerHeA to Co,* r 2010 FOC MEDLEY; WOLOORIOA 33188 Renavrol aR0 Rarbfon to tlfaAt S & 6 of 7 PH No. (SOS) 898-8b60 MANUFACFUASA OF QUAUT ALUMINUM WINDOWS ANO 04A88 MRS ., tY" '. Ora, CtmR Part CArr Prod enb0aryx Yat,✓MaAW /Mrx RA'— 0, R.UC- /r 1 Aw N. ERAZO wn oy//g roa Series: 3200 Outswing Impact Casement Window .+�•yf��rya`� Raw ew N. tNtAzo a°N oa /14 GENERAL NOTES & APPROVED ELEVATIONS (X, XX. XO or OX) ,t,:L,4M� `+� RMr,an LrwM 8MR 8ro j MJrunp rA,rnarr DraWN Mamiw: 8M.A OA7E_ tsls.wttA a CASE "T.3200-08N0A-0, I L.3200-0801 I OF 7 Al7v. arloo 91 IgE WINDOW FRC• "XO" ELEVATION — N_.. ._.-. ., (LIMITED 'TO LOADS ON SHEET 6 OF 7) ._.. ....._ .._____. .......-__ .....ONIAL (LIMIT$D'TO IAhD3 ON SHEET 8 OF 7) V%NBIIL�IC9NE ANDAREW/ AVAILABLE AS OPTIONAL. SERIES -3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS General Nates: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) IX or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.B.C. Be TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED. AS SPECIFIED ON THE LOAD TABLES AT SHEETS 8 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND TO 8E REVIEWED BY BUILDING OFFICIAL. $.) SEE SHEET p3 FOR BILL OF MATERIALS AND DETAILS. S.) SEE SHEET y8 & 8 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2328.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL. ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2' TOLERANCE. TOTAL OF ANCHORS REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SES SHEER 6 4 OF 10 FOR PIANOS PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLDNiAL MUNTINS ARE OPTIONAL At AND ARE APPLIED W/ SILICONE 'WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE DUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS TO BE RIR SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) RODUC1' REVISED ", couiPlying with the Florida Mi01,)f Dade Product Con TH OMHoe Nan, .LI.G .a i F S lJ 1 7 F A 0p LIRE A. RerHeA to Co,* r 2010 FOC MEDLEY; WOLOORIOA 33188 Renavrol aR0 Rarbfon to tlfaAt S & 6 of 7 PH No. (SOS) 898-8b60 MANUFACFUASA OF QUAUT ALUMINUM WINDOWS ANO 04A88 MRS ., tY" '. Ora, CtmR Part CArr Prod enb0aryx Yat,✓MaAW /Mrx RA'— 0, R.UC- /r 1 Aw N. ERAZO wn oy//g roa Series: 3200 Outswing Impact Casement Window .+�•yf��rya`� Raw ew N. tNtAzo a°N oa /14 GENERAL NOTES & APPROVED ELEVATIONS (X, XX. XO or OX) ,t,:L,4M� `+� RMr,an LrwM 8MR 8ro j MJrunp rA,rnarr DraWN Mamiw: 8M.A OA7E_ tsls.wttA a CASE "T.3200-08N0A-0, I L.3200-0801 I OF 7 EXTERIOR INTERIOR -- GLASS NJ �' , �00 1 0 14 S.M.S. or WD. SCREW W/ 1 1/4' MIN. W018D EMBED STUCCO--� (BY OTHERS) I -2X WOOD I ' BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY L TOBE REVIEWED RL DG. OFFICIAL (TYP,> INTERIOR EXT. GRADE I 5/3r ALL P.T. WOOD BUCKS 1/4' TAPCONS W/ F1srE ENGINEERED SEPARATELY 1 1/4' MIN. CONC. (TYP.> S TO BE REVIEWED EMBEDMENT : f y:.�•4' �`f a 22 ' 3a 6 4e BLDG. OFFICIAL (TYP.:,-., Lfi ° 43 A 47 STUCCO " :(�+ . 24 A o' ° METAL LATH <BY OTHERS) iii °' • `"y,A °'� ° & STUCCO 9 . .. <BY OTHERS, y �t� '�., I/4' MAX. 50 (MIN. EMBED. SHIM SPACE PERIM. CAULKING 1 '•i� BY OTHERS n�. (TYP.) 1 - 7% EXTERIOR GRADE - 17 `S PERIMETER CAULK] 15 AND EXTERIOR GRADE' SHEATHING (BY OTHERS) BY OTHERS / i CTYP.) 24 � WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK ORR` 122 CA 23 .MASONRY 19 LESS THAN 1/B , SHIMS ARE NOT REQUIRED. 17 O ANCHORS NOE: 16 EXTERIOR INTERIOR -- GLASS NJ �' , �00 1 0 14 S.M.S. or WD. SCREW W/ 1 1/4' MIN. W018D EMBED STUCCO--� (BY OTHERS) I -2X WOOD I ' BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY L TOBE REVIEWED RL DG. OFFICIAL (TYP,> INTERIOR EXT. GRADE 1/4' MAX. SHIN EXT. GRADE-- PERIM, CAULKING PERIM. CAULKING 1 5/32' CTYP.> (TYP.> :fi7b 0 vTA : f y:.�•4' �`f a 22 ' 3a 6 4e ALL W130D BUCKS •..'•• STUCCO (BY OTHERS) �' . 24 A o' EMBEDa t. 1 50 L TO BE REVIEWED . .. 4,: (MIN. �t� 3nii 1 50 (MIN. EMBED. oO: n • 44 . •. 1 '•i� 44 n�. ANCHORED TO CONC. METAL LATH, STUCCO `S 2 3/A' E06E D STANCE AND EXTERIOR GRADE' SHEATHING (BY OTHERS) 2 3t :.'.E :; S:T NCE —1 PROF RCOINBBR. � WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK ORR` PRODUCT RLVISBA 77 .MASONRY 19 LESS THAN 1/B , SHIMS ARE NOT REQUIRED. as complying kith the plorld% ANCHORS NOE: Building Code Acceptance No [/4' MAX• ANCHORS TO BE 812 SMS OR Wa SCREWS INTO WOOD, OR piBdiant)tlta 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., BByy �•y,a��1 Danki . y` • ::"'' r�7 WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR pwilact -- l k 11 a,,ye CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) i + 114 4 DATE/d_ EXTERIOR CTYP.> IX or 2X-� P.T. WD, BUCK INTERIOR I (Mm. MAX. I SPACE -ply w 2010 faC / 1J� \ O 8501 N.W.90 ST terUion W w 4 @ 8 0111 7 FLORIDA33188 PH No. (308) 898-18880 NANOPACN OR OF 4OAEItY AWMINO,V M/NOOMO ANO Wd88 NOW A- Ctou Aat atYN i+eA hbe^'W a iftft .a 1Nm aymne� p R�vbtrn N WA 3N ERA2Q °"' a.— �1/r0B Series: 3200 Oatswing Impact Casement Window IRA80 see. o�8/Y8/14 VERTICAL CROSS-SECTIONS, DETAILS & NOTES D f -W r mo.t A CA9EM -Dt1 &..*1 A. *- 43200-0801 a 8 OP 7 1 5/32' :fi7b 0 vTA 9 V., o ALL W130D BUCKS •..'•• d a ENGINEERED SEPARATELY I.a.. , L TO BE REVIEWED . 43 BLDG. OFFICIAL (TYP.) 3nii 1 50 (MIN. EMBED. 2X WOOD BUCK ANCHORED TO CONC. TO BE P.T. (TYP.) —1 1 77 [/4' MAX• SHIM SPACE EXTERIOR CTYP.> IX or 2X-� P.T. WD, BUCK INTERIOR I (Mm. MAX. I SPACE -ply w 2010 faC / 1J� \ O 8501 N.W.90 ST terUion W w 4 @ 8 0111 7 FLORIDA33188 PH No. (308) 898-18880 NANOPACN OR OF 4OAEItY AWMINO,V M/NOOMO ANO Wd88 NOW A- Ctou Aat atYN i+eA hbe^'W a iftft .a 1Nm aymne� p R�vbtrn N WA 3N ERA2Q °"' a.— �1/r0B Series: 3200 Oatswing Impact Casement Window IRA80 see. o�8/Y8/14 VERTICAL CROSS-SECTIONS, DETAILS & NOTES D f -W r mo.t A CA9EM -Dt1 &..*1 A. *- 43200-0801 a 8 OP 7 STUCCO (BY OTHERS) & -IU OC KLVIt— DT —u- Y l— 411 ./ ' —P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS 11.1 .Ax. SNI. SPACE PERIMETER CAULKING 3 15 ?f21 EXTERIOR 11q INTERIOR D 1 "RODUCr REVISED 17 i 6 as cotnptying with the Florida ALL WOOD BUCKS r:0ding Coda Ampotnoo No ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.> By - F 01 8501 N.W gg0 ST. • NH&! THE OAP BETWEEN THE WINDOW FRAME AND THE BUCK OR '�'j��,•%;''L; d•'•'.� MEDLEY, 1tLOR10A 39168 MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. 1 'c,a & Rtnewolone Ramon ID anal S B 6 W 7 PN No. (308) 686-8660 NANUFACTUMA OF QUALITY A4VY/NUN WINDOWS AND OLAD8 DDDDD ANCHORS NOTE: D..w Hru nn n..0 r w ane.m mtr./Nw,c /aA AVme.. N Aww.� o NOA ANCHORS TO BE 812 SMS OR WD. SCREWS INTO VOOD, OR "i ". ":M E CC- a 3` awn tqr an D mwa 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., ;U, N. BRA20 O'V8Y/oa Series: 3200 Outswing Impact Casement Window WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD DR 19 °`" ti` "'A h a.le A'Ne° HORIZONTAL CROSS—SECTIONS, DETAILS & NOTES CONC. (REFER TO LOAD TABLES FOR GUDAN71TIES REQUIRED) W ' ttt •:u .Uv N. BRA80 O8/86/La DATE ro % PdAt �+`` a.wr. NwA B ts.w v..Awe DN �w� Nwnrm D� rtro mmt.. aA.m c�sE+urnasao-o6N0A-of 1,3200-0801 a ac EXT TO MIN INS' FAC BY I \ — FRAME PERIMETER CAULK DETAIL WOOD FRAME INSTALL ATION DETAI . PRODUCT REVISEDSUBSTRATES SEE MULLION APPROVALS FOR mmmp{yingwith WePimida CONCRETE OR FMULLION TYPE. SIZE AND MAX. DDiidiOg Colid P.T. WOOD DESIGN PRESSURE LIMITATIONS. Amp Mi * No BY OTHERS (TYP;> NOTE: Ex 21 T 7 FIXED, CASEMENT PRESSURES OF OR By MULLION SHALL GOVERN. Mi DO& prodDd C0 i i< •. 1/4' MAX. HQ I NA SHIN `hlio It88I0 688 sA." •a. v •.• f,, yy 12 S.M.S.X 1 1/4" L. PL ;, x :ef ^,0,,,,a :A 3EE ELEV. FDR SPACING .. .r' .a' ua�. A s: s•'t t�4. •:(MIN. E BED.) / 1 5/32' PERIMETER WIN00W FRAME DISTANCE SatEAA4LAANNJITT Q ram*e' ALTERNATE ANCHORING AT SIL?• MULLION ATTACHMENT DETAILPA . �(1``�"` wwawa Comny w/ 4010 MC T A VV S ® / 1! MEDLEY. NM'3L166 ,L/ / 1 ♦ 8501 N.W. L0200 ST PN No. (305) 696,8660 UANUPACTURSR OF 6UAWTY AWANUN NfNDONS AND WADS DOORS t oM Rdvi/i0n a dnwt 5 B 6 M T Onw 6hw Pot CWw PraA hfpmsn BM.r/YW4 !hm ", v AY N - 1 N. BRAZO 0e1f o vr/w Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LIST AND DETAILS N. BRAZO� 06/66/,+ . LM4 R d�W. Predwt I L3200-0001 �G d SOP 7 �A6EMENTS'200�OBNDA-D7 5/18" LAMINATED CLASS COMPOSITION - TYPE A ITEM DESCRIPTION GRAIL - I I/8' ANNEALED GLASS 2 OD90' PVS INTERLAYER 6utodt. PVS by DUPONT pr S.i1.. PVD by EOftw.n Cb.nkol C. 3 1/8' ANNEALED GLASS 12 13 8 id AMINATBD GLASS COUPPOS Tl ON - TYPE 'T6 14 7 ITEM DUCRIP ION GRAIL 9/16 �y 1 Ire' HEAT+STRENGHTENEO CLASS --.,� GLA ING ITE yL� 2 0.090' PVD INTERLAYER 6/16" Laminated G Soft.. PVE by Eastn.A Cb.nk.t C.. aafe 3 1/0' HEAY-STRENGHTENED GLASS 48 8 18 GLASS COMPOSITIONA- TYPE C 13 ITBM DESCRIPWOM DRAIL 1 1/0' HEAT-STRENGHTENED GLASS 2 0A90' INTERLAVER - S.ntryGl.s Int.rl.y.r by DuPont - 3 1/8' HEAT-ITRENGNTENED GLASS 14 9/16 GLA ING BITE 7 16 r1AM1NATED GLASS COMP O8 TION yTSM DESCRIPTION DETAIL 7/18" Laminated ' 1 3/16' ANNEALED'MASS "tom• 2 0090' PVP INTERLAYER .ip —-•�•'-•=-='_I - 16 13 1 3VI6' AWEALED MA t•� unt. PVD by E.Stw.n Cb..k.t Cw T aMfOJ 3 3/16' ANNEALED GLASS 11/18" LAMINATED GLASS COMPOSITION TYPE S ITEM DSBclup?m DETAIL 1 118' ANNEALED GLASS 2 0090' PVE INTERLAYER 14 soft.. PVD by Cost... Cb.nk.1 Ca •V4. 3 US' ANNEALED GLASS - 9/16 4 U4' iNSULATED At* SPACE - GLA ING ITE 5 1/a' ANNEALED GLASS Wfv 11/16' Lem{nated/Insulated LAMINATED GLASS TYPES GLAZING OPTION DETAIL 3200 Impact Gtlaa type "A" I Giaw ype "Li" I G34aas rype'1G" I Gllass'rype"17 I Glase Type "e' 5118" Annealed Class I 8118" H.S. Glese . P1B 1118" H.S. GIOS SGP I 7118" Annealed pass 11/18" Annaled GIs Dl�(+) I OPH I DT(. I PtIl.) I DN`)IPte.. 9 .1 Pf(-) .. (9_ I Elft 242 2 59.0 59.0 Tao So 2 3 59.0 590 _ 70. 2 1 4 L 59.0 1 5A0 70,0 J 3 " 1 - 1 1 T 1. . ml� 1 2820 1 32 1 24 1 3 1 2 1 .59.(). 1 59.0 1 •70.0 1 82.0 .1 70.0 1 82.0 1 70.0 1 73.0 1 MO 1 73.0 1 I I 1 t I PRODUCT REVISED u complying wkb *0 Plmllts Acceplxt= No fi fpl olft Date _ 'j(I'j iJ1 Dm*/ / .& A 1 • Y l../ w 20M) FEC 8'••01 N.W. 50 ST. R..1fz.A to fh4.l 5 .1 7 MEDLEY. FLORIDA $3166 PH No. (305) 666-5680 NANUMMUR OF OUANTY AAUNtNUN D/NDOUS AND CUSS WON$ Mw CWN hN Crow Prk C.Afaye tMHt/YM14 Ren AUw•n« fe AMHep D RRA20 o°r /sy 6 Series: 3200 Outslwing Impact Casement Window tR1180 ODI70/1RN4 N GLASS & DP CHARTS AND GLAZING DETAILS FOR 'X" UNITS 8 Axa. -,a CASEMEW3200-OONM-01 "" N1+.tnv L3E00-0501 fAr�e GOP 7 6 16" LAMINATED GLASS COMPOSITION - TYPE A ITEM 0111110 PTION _ 11/8' ANNEALED GLASS DETAtL -- L 0.090' WB INTERLAYER Mwtd W8 by OUPONI 0r Saflox We by East= aw-1 C ITIN DESCRIPTION DETAIL ! 118'T RLAYER i7EA e 0• ININTERLAYER Mo. 3 1/e' ANNEALED GLASS 200InWet Casemt9lMndow. TdtlOn: "XX" "XCi' or "Clx' 40asslypa "A' 6118"AnnealedGtaaa I CABO pe .,g, 8118" Hs° G IM • PW 6116" AMINATED GLASS COM POSITIO - T C 1 A H ITIN DESCRIPTION DETAIL ! 118'T RLAYER i7EA e 0• ININTERLAYER Mo. 14 51 sm OBSCRIPTION DBTAIL 9/16 DP(-) 7QO 1 1/8' HEAT-STRENOHTERED GLASS e O.M. PVB 1NTERL#YCR T GLA ING ITE 5/t8" laminated W Softox B by Cool- ..,.I.. CH°nkat Co. JJJ sstr M+) To Pefod 70.0 730 3 1/8• HEAT STRENGHTENED GLASS 48 200InWet Casemt9lMndow. TdtlOn: "XX" "XCi' or "Clx' 40asslypa "A' 6118"AnnealedGtaaa I CABO pe .,g, 8118" Hs° G IM • PW 6116" AMINATED GLASS COM POSITIO - T C 13 I CGRIasa Type "1?' 11118" a,nealoaGlass ITIN DESCRIPTION DETAIL ! 118'T RLAYER i7EA e 0• ININTERLAYER Mo. uw n 37 rlel n 25 AndTala tleadll3t11 Jamb 4 2 SontryfAass lntorloyor by DuPont DP(-) 7QO - DP(-) .. Pet 73,0 �'(+) Dd 70.0 3 V8' HEAT-STRENQITENED GLASS,... M+) To Pefod 70.0 730 _ . (+1 70.0 Ali') 73,0 37 14 51 4 3 9/16 ... 70.0 �-TYPE �D GL ING ITE W715- '0 . •1 C8BCRIP7'tON�. _• �' GRAIL 7/16" Laminated 73.0 ITBN . 1 37 .y ' i' 3/16• ANNEALED GLASS A 1B' '• 4 70.0 7110 e 0.091' PVB INTERLAYER 1 I_p,`' 73.0 t6 1.3 Softes PVe by Cost- Cbemeol Co. wl 3 3/16• ANNEALED GLASS 70,0 _] -COMPOSITION 11 /16" INATED LASS TYPE E 83 4 . ITEN OIECRIPYION DETAIL 70.0 ' -- - 760 I Ve' ANNEALED GLASS 70.0 730 7110 73.0 e CAW PVB INTERLAYER SOW. PVB by Easlf CMnkol C. ' -� u� 3 Ire' ANEALED GLASS 5a 123 14 51 4 2 + 1/+' INSULATED AIR SPACE _ GLA ING ITE 73.0 L5 Vr AMAALED GLASS oa,r 11/18" Laminated/Insulated 7110 73L0 LAMINATED QLASS TYPES BLAZING OPTS DETAILS 200InWet Casemt9lMndow. TdtlOn: "XX" "XCi' or "Clx' 40asslypa "A' 6118"AnnealedGtaaa I CABO pe .,g, 8118" Hs° G IM • PW QaeE Type v. I t ' 1{S. QW -SGP G law Type " D' 7118" ARreatedpass I CGRIasa Type "1?' 11118" a,nealoaGlass uw n 37 rlel n 25 AndTala tleadll3t11 Jamb 4 2 GPl+> 70°0 DP(-) 7QO (+'). PSI 7110 DP(-) .. Pet 73,0 �'(+) Dd 70.0 -I S20 M+) To Pefod 70.0 730 _ . (+1 70.0 Ali') 73,0 37 35.375 4 3 70.0 70:0 70.0 73.0 70.0 620 70:0 730 70.0 73.0 37 50.625 4 4 70.0 7110 70.0 73.0 70.0e2.0 760 7aO 70,0 73.0 37 83 4 4 70.0 70.0 70.0 73.0 760 1120 70.0 730 7110 73.0 5a 123 25 4 2 70.0 70.0 7Qo 73.0 70,0 820 7110 73L0 70.0 73.0 5a 125 38.375 1 4 3 70.0 7110 70.0 73.0 70.0 820 70.0 730 70,0 73.0 Ba 125 50.828 4 4 70.0 7110 70.0 73.0 7110 S20 70.0 73.0 70.0 73.0 63125 63 4 4 760 760 70.0 73.0 70.0 820 70.0 7aO 70.0 730 74 25 6 2 70.0 70°0 700 730 70.0 82.0 70.0 730 70LO 730 74 36375 6 3 7QO 70.0 70.0 730 700 S20 70.0 73.0 7110 73.0 74 ti25 0 4 7Q0 70.0 70.4 730 70.0 82.0 70.0 730 7a0 730 74 88 8 4 70.0 760 7110 730 70.1 £720 760 73.0 7sa 730 38 24 4 2 70.0.K7.O.O 70.0 7aO , 7110 820• 70.0 73.0 ,. 70.0 730 .38 35 4 3 70.0 70.0. 73.0 70.0 820:. Tao 73.0 760 7a0 38 48 4 4 70.0 70,0 73:0 700- 820! 70.0 73.0 .70.0 73,0 38 60 4 4 70.0 70.0 .7.3°0 70.0 S20 700 7a0 _ Tap . 730 ' 48 24 4 2 7110 Z0.0''' 73.0 7QO .820; 7110 730 .70.0 730 48 38 4 3 7110. lap 9:i0 7110: 820; 700 730 ; .70.9 73.0 48 48 4 4 70.00. 70.0 23.1 7110 821 7110 730 700: la 48 6D 4 4 760 70.0 70.0 7aa Tao 82.0 70.0 730 70.0 730 80 24 5 2 70.0 70.0 70.0 Tao 1 7110 820 70.0 73.0 70.0 73.0 60 38 5 3 70.0,,, 70.0 70.0 .73.0 1 0 820 1 7110 73.0 70.0 .7aO so 48 5 4 70,0 MO 70,0 .73.0 7110 820 70.0 73.0 760 73.0 80 80 5; 4 70.0 760 70.0. 73°0 70.0 82.0 70,0 730 70.0 73.0 72 24 8 2 7110, 70.0' 7110. 7a0 70.0 820 70.4 7a0 70.0. 730 72 35 8 3. 0 70.0 70.0 730 7a0 820 70.0 730 ' 70,0 73.0 72 48 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70L0 7aO 70.0 lap 72 80 6 4 70.0 70°0 760 73O 70.0 82.0 70.0 730 .7110 73.0 + '.• PRODUCT RAVE 1 Ptaflda ns cane ylna Dd11 , CoA 'i AcceplNlai+D Explistitm late 2Dl-rj By , Mari ado Wduct • 'PROF NAL SNIiiNS�$� 3zy�8,, . ± i ^ ,j sd ,fdY '•6 B 2: 7 DATE A,NA°n Nab" A (AtvisW b w 2010 faC 0801 N.W. e0 ET. ��$$ ` J ��_ `� V 1 • PH No., FLO30s) 6 33180 PN No. (300) 890-8880 NAN&NCT7RTSA 0 QOALITY ALONINNN SINDOW ANS GLASS BOORS e. Rom." and R00910n to aMst e 8 8 of 7 a- cf.. Awt Ctua IreA A°Sye,W tMer/Nad.4 IINn Alhwur Ir MNNen Pr or N. ERA7r0 m /oeI Series: 5200 Outswing Impact Casement Window GLASS & DP CHARTS AND ouzwa DETAILS FOR "X1C-OX-XO" UNITS N. ERAEO OBJ80 A"pi°/14 1nw4n Lw.tr B Saar R M MTENmNn32tl0-OBNW-Of LA0 Num1re L3200-0801 sA..A a OF T O FRAME IN -POST RAIL 1.218 L-3003 6063 -TS ALUMINUM f.a3S 4" 4" ASSEMBLY SCREWS VENT RAJ. I .� 2 - /IO X f t/4" I OO He .082 �4S �4" NQS P.H. HIL SMS t �Y 3001 I I VENT iRaL 6063-T6 ALUMINUM 2.250 I , __- .. =.=.r.:z.-.r......._.. 0.082 fla 2.3t2 0.062 I ............_...._...............». m ----------- .062 t '.082 , .Tt t.tw I062 ANCHOR CLUSTER T 2.3 5 ' (HEAD/SILL TYPECAL) VENT ,MMB 4,n7- , INPOST FRAME JAMB - ANCHOR DETAIL FRAME CORNER DETAIL VENT RAIL CORNER DETAI 5 6 7 e t 879 1.375 RAIL FRAME IMPOsi 0.062 L-'3004 SEE MULLION APPROVALS FOR /JAMB: 6063_ ALUMINUM TYPE, SIZE'ANO MAX. DESIGNMULLIONPESSURE LIMITATIONS. MINUM NOTE; THE LOWER PRESSURES OF FIXED! L21VBNT CASEMENT WINDOW OR. MULL SMALL GOYERN 2.2402.' 2 -.'. .. -: .i/4• MAX_• SHIM.062 0.062 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACINGRAME SILL. 0.688 T. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTEDOR PLATED. ....................._..... ............. = _ 2. METAL STRUCTURES:- " ..................... _............ ................. .-_............ ........... .... ......... 0.076 FRAME SHEAR PLATE 47 Ir3007 6063-T5 ALUMINUM 0.340 -i - a+20i II++---- -+1 1..215 (STEEL OR ALUM. 1' $ MIN. THICK) / A) STEEL -: Fy = 36 KSI MIN. B} ALUMINUM :6063-T5 MIN. ASSEMBLY S 1 1/4 4 TIC x t t 4" / PIN./pHilI SMS 1.231 PERIMETER3B .. WINDOW FRAME . FRAME IMPOST DETAIL ALUMINUM SNUBBER SEALANT �$ L-3014 o.3n 8063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSE BL•Y DETAILS � 10 FRAME SILL ANCHOR CWP .094 11 -RODUCT RSViS6D L-3000 FIXED LITE MOUNTING BRACKET aeomplyiagwiththe Platida lud8063-T6 ALUMINUM 01094 ,9710 L-3008 6083-T8 ALUMINUM AceeptWnnoo No llxPiretbnData `LC7dLi D � 0 MIMa PT 2.794 .478 lxgly 4?Yffq/ 12 GLAZING BEAD 18 GLAZING BEAD GLAZING BRAD 48 66ttg6 J '� ?1 2ow aec L W S C1 N 6501 N.W 90 Si. 9. R/Mwo! oM RM/bn 40 /AsN S k 6 of 7 6/18 Laminated L-3010 or L-7708 11/18" lnauldted/!nminated L-3011 or LES -133 7/18" Laminated L-3009 or 1I1-189 g. fir'= ;; a MEDLEY, FLORIDA 35186 Iv PN No. (305) 896-8660 8063-75 ALUMINUM ALUMINUM 6063-T5 ALUMINUM ' lR OIP pANh.O�Nf Q, :ISBN BOOM OAmOw"R8063-T5 Aht7�erO.1. AC.OW.W, WWINDOWS xR :rALUMINUM wOiN dmAMR ha NOA 3M Nd Gw.w+ '�^"o.'3ie"'1 0. og � o.z66 A68 ,+.'E ^ .tiq.°''.{d<.;"l' ' m ' li a!: •;, Onxw N. BRAZO O, !ayLy+�OsOM.e"trrt. i,now Series: 3200 Outswing Impact Casement W,Yo-f 0.050 0.668 �att5 0. 8 '°¢{ t Li a. N. ERATO Wap. SMUSION CROSS -SECTIONS, & ASSEMBLY DETAILS bORmMWma1�e,nt wA B .C�twx �N A�e%&uENT3200-MoA-et L3200-0801 v oP DA`T i IAM MIAMI-DADS COUNTY, FLORIDA a PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINI_ST ATI-ON DIVISION T (786) 315--2540 F (786) 315-2549 NOTICE OF ACCEPTANCE (NOA) www.miamidsde.tov/economy Lawson Industries, Inc. 8501 NW Wh Street Medley, FL 33166 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 (AHl). 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 "SDG-9200`• Aluminum Sliding Glass Door - L.M,L APPROVAL DOCUMENT: Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets I through 14 of 14, prepared by manufacture, d 09125/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E., bearing the Miami-Dade County Product Control Section Renewal 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. REVISION 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 renews and revises NOA's No.'s 12-0127.06 and 12-0127.24 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 Jaime D. Gascon, P. E. NOA No. 12-1204.12 Expiration Date: February 13, 2018 1 Ltit Approval Date: January 31, 2013 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. L9200-1201, titled "Series SGD-9200 Aluminum Sliding Glass Door (LMI)", sheets 1 through 14 of 14, prepared by manufacture, dated 09/25/12, with the latest revision "A", dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an Aluminum SGD, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3269, dated 05/16/11, HETI-11-3292, dated 10/20/11, HETI-11-3274, dated 10/20/11, HETI-11 3329, dated 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4051, dated 06/13/12, HETI-12-4053 and HETI-12-4064, dazed 09/24/12, all signed and sealed by Rafael E. Droz-Sella, P. E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-11-3270, dated 05/16/11, HETI-11 3275, dated 10/20/11, HETI-11-3307, dated 10/03/11, HETI-11-3314, dated 10/20/11, HETI-11-3330, dated 01/16/12, HETI-124052, dated 07/10/12, HETI-12-4054 and BETI-12-4065, dated 09/24/12, all signed and sealed by Rafael E. Droz-Seda, P. E. 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 an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-4041, dated 10/12/12, signed and sealed by Rafael E. Droz-Seda, P. E. 4. 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, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 20294 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3313, dated 10/20/11, signed and sealed by Rafael E. Droz-Seda, P. E. Jaime D. Gasco , P. E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2015 Approval Date: January 31, 2013 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTHWED) 5. 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 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-I1 3291, dated 07/15/11 and HETI-11-3292, dated 10/20/11, both signed and sealed by Rafael E. Droz-Seda, P. E. 6. 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, Type "C" sliding door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked -up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTI -3078, dated 01/10/02, signed and .sealed by Luis Figueredo, P.E.; FTL-3525 and FTL-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E.; FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04126/02, FTL 3492, dated 06/20/02, FTL-3493, dated 06/24/02 and FTL-3516, dazed. 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126:04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by manufacture, dated 10/12/12, with the latest revision, dated 01/15/13, signed and sealed by Thomas J. Soto, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. -07 Jaime D. Gascon, P. Product Control Section Supervisor NOA No.12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 11--0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on. 01/14/17. 3. Notice of Acceptance No. 11-1102,09 issued to Solutia, Inc, for their "Saflex CP - Saflex and Saflex HP Composites Glass Interlayers with PET Core" dated 06/14/12, expiring on 12/11/13. 4. Notice of Acceptance No. 11-1102,10 issued to Solutia, Inc. for their "Saflex HP Clear or Color Glass Interlayers" dated 06/14/12, expiring on 04/14/13. 5. Notice of Acceptance No. 11-1102,11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. F. STATEMENTS 1. Statement letters of no financial interest, independence, conformance and complying with FBC 2010, issued by manufacture, dated 12/03/12, signed and sealed by Thomas 3. Soto, P. E. 2. Laboratory addendum letter for Test Reports No.'s HETI-11 3269, HETI-11-3270, HETI-11-3271, HETI-11 3272,HETI-11 3274, $ETI -I1-3275, HETI-11 3291, HETI-11-3292, HETI-11 3307, HETI-11-3313, HETI-11-3314, HETI-11 3329, HETI-11 3330, HETI-12-4040, HETI-12-4041, HETI-124051, RETI-12-4052, HETI-12-4053 , HETI-12-4054, HETI-12-4064 and HETI-12-4065, dated 01/15/13, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz--Sella, P. E. 3. Laboratory compliance letters for Test Reports No.'s HETI-1"269, dated 05/16/11, HETI-11-3270, dated 05/16/11, HETI-11-3271, dated 10/20/11, HETI-11-3272, dated 10/20/11, HETI 11 3274, dated 10/20/11, HETI-11-3275, dated 10/20/11, HETI-11-3291, dated 07/15/11, HETI-11 3292, dated 10/20/11, BETI-11 3307, dated 10/03/11, HETI-11 3313, dated 10/20/11, HETI-11-3314, dated 10/20/11, HETI-11 3329, dated 01/16/12, HETI-11-3330, dazed 01/16/12, HETI-12-4040, dated 10/12/12, HETI-12-4041, dated 10/12/12, HETI-12--4051, dated 06/13/12, HETI-124052, dated 07/10/12, HETI-12-4053, dated 09/24/12, HETI-12-4054, dated 09/24/12, HETI-12-4064, dated 09/24/12, and HETI-12-4065, dated 09/24/12, all issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E. Droz-Seda, P. E. 4. Proposal issued by Product Control, dated 03/13/08, signed by Ishaq Chanda, P. E. Jaime D. Gam -n-, . E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS (CONTPMED) 5. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3078, dated 01/10/02, signed and sealed by Luis Figueredo, P.E. (Submdued under previous NOA No. 02-1126.04) 6. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3525 and F17-3572, dated 09/09/02, both signed and sealed by Joseph C. Chan, P. E. (Submitted under previous NOA No. 02-1126.04) 7. Laboratory compliance letters issued by Fenestration Testing Laboratory, Inc., for Test Reports No.'s FTL-3424, dated 04/18/02, FTL-3425, dated 04/29/02, FTL-3426, dated 04/26/02, FTL-3492, dated 06/20/02, FTL-3493, dated 06/24/02 and VI -L-3516, dated 07/12/02, all signed and sealed by James G. Worth, P. E. (Submitted under previous NOA No. 02-1126.04) G. OTHERS 1. Notice of Acceptance No. 12-0127.06, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.L' ; approved on 04/12/12 and expiring on 06/13/13. 2. Notice of Acceptance No. 12--0127.24, issued to Lawson Industries, Inc. for their Series "SGD-9200 Aluminum Sliding Glass Door - L.M.L ", approved on 04/12/12 and expiring on 02/13/13. Jaime D. Gascon, -P. E. Product Control Section Supervisor NOA No. 12-1204.12 Expiration Date: February 13, 2018 Approval Date: January 31, 2013 E-4 MULTI—SLIDE DOOR ELEVATIONS WITH & WITHOUT POCKETS SERIES: SGD-9200 SEE AE SEE BELOW SEE BELOW SEE BELOW % NOTE NS. /-,NOTE Yb. -1 J- NOTE NOTE /5.7 �-•! T1 TTl • lV rT1 P w T V%Tl I v • ry 111 Y F 7 r� t r -7-1711V1t'AU Y 11 Y F Y III 111 Y F Y /l o I Z)LIMINLY ULA00 L UUN y v x x General Nates: r lar .p Ort r -0 o- ti it. w 1 �I 1 u a• O• r/ a° a- a° a= 1.) THIS DOOR SYSTEM 18 DESIGNED AND TESTED TO COMPLY W/ THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY O � $ r 1 a. 1 a• °o SII i a> a> I 1 I 1 •'D •O y HURRICANE ZONE VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 3 a � � � • --- X-LP or RP -X 20/ --_ 2. WOOD BUCKS SHALL BE INSTALLED AND ANCHORED 90 THAT THE BUILDING 27 - XX or 40/37 - XXXX or 4D/2T XX -LP or RP -XX or LP -XX -RP LP-XkXX or RP-XXXX or LP-XXXX-RP RESISTS THE SUPERIMPOSED LOADS 1N ACCORDANCE WITH THE REQUIREMENTS gg - OF 2010 F.B,C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS, ANCHOR$ ON ALL DOOR p SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) AND : 1 6[� 2T RP 20 2T 2D/2T - RP AS TABULATED ON SHEETS 2, 5, & 8 of 14. RI POCKET SHOWN / RIGHT POCKET SHOWN 40/3T 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE .. p g (LEFT POCKET OPPOSITE) (LEFT POCKET OPPOSITE) ENGINEERED ON A SITE SPECIFIC BASIS. UNDER A SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. m z 5.) A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF Lai 4D/27' ANCHORS INTO WOOD ONLY. SEE BELOW 21/27 - LP/RP 8.) DOORS ARE QUALIFIED FOR USE WITH SINGLE GLAZE H.S. LAMINATED GLASS O Z C _ NOTE Is. TYPES TABULATED HEREIN (SEE SHEETS Y 2, 5, & 8). 5 SEE BELOW 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, 8, 7, 9, 10, cr !° > 1 +' NOTE 15. & 11 OF 14. h a �. 4p 2T - 4P RP 8.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL &AND TO BE APPLIED D1 d e 4 / / W/ SILICONE. .0 „p .p d 5 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND i a• a° G° "�� ANCHORED (BY OTHERS), PRIOR TO DOOR INSTALLATION. WOOD BUCKS TO BE j F C 40/37 - LP ANCHORED IN COMPLIANCE WITH THE 2010 FBC CHAPTER 24. cc') IL 1 ICI LEFT POCKET SHOWN 10.) APPROVAL APPLIES TO TWO TRACK AND THREE TRACK DOORS WITH FIXED 1 r (RIGHT POCKET OPPOSITE) PANELS, ALL MOVING PANELS, INCLUDING WITH OR WITHOUT (LH-RH) POCXETS. T 3D/3T - XXX or T 11.) MULLING DOORS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED C9 LP -XXX or RP -XXX NOTES: PRODUCTS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE z fn 1) REFER TO SHEETS 8 OF 14 ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE DOORS OR MULLION FOR GLAZING OPTIONS AND DP CHARTS. 40 2T - LP APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 2) REFER TO SHEETS 9, 10 & 11 OF 14 LEFT POCKET SHOWN - 12.) FOR METAL ATTACHMENT DETAILS & NOTES SEE SHEETS Y 3, 4, 6, 7, 9, 10, b 3D/3T FOR TYPICAL CROSS-SECTION DETAILS. (RIGHT POCKET OPPOSITE) & 11 OF IC R o qg�l 3) REFER TO SHEETS 9 OF 14 13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS C FOR TYPICAL ANCHORS AND NOTES. Q f 4) PANEL STACK CONFIGURATIONS ARE TO BE PAINTED OR PLATED AND SHALL MEET THE 2010 FLORIDA BLDG. CODE. REVERSIBLE. 14.) POCKET DOOR CONFIGURATIONS ARE AS SHOWN ON SHEET 8 OF 14, REFER a Oi 5) FOR POCKET WALLS SEE GENERAL TO SHEET 11 OF 14 FOR ADDITIONAL DETAILS. # +� 30/3T - LP NOTES A15 & 18. 15.) POCKET WALLS ARE NOT PART OF THIS APPROVAL. • d RIGHT POCKET SHOWN 16.) POCKET WALLS SHALL BE UNDER SEPARATE APPROVAL AND TO BE N (LEFT POCKET OPPOSITE) REVIEWED BY THE ENGINEER OF RECORD (EOR). 9 LAMINATED GLASS z LARGE MISSILE IMPACT s -0 d. •0 DOORS GLAZED WITH LAMINATED GLASS RATED FOR � o- a. LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. W A gCk.CP9CPPB®8 ^aCr, '1e �gl� 11 ven u�j id 0. 01.0 i=.a rl:: 2 � I 2D/2T — XO i�M20/21 �—OX 31/27 — OXO 40/27 — OXXO �4S 2 DOOR ,3 & 4 DOOR PRODUGTRBNEWBD NODS., NOTES,8uinP$A."", avllh sGe F1oNd4 a >.• 1) REFER TO SHEETS 2 OF 14 FOR i) REFER TO SHEETS 9 OF t4 FOR gC^'� o FOR GLAZING OPTIONS AND OP CHARTS. GLAZING OPTIO14S AND OP CHARTS. Accc4 <nn v Nn '� i° �•` 'y.' 2) REFER TO SHEETS 3 & 4 OF 14 2) REFER TO SHEETS 6 & 7 OF 14 t �� ir, 41 FOR TYPICAL CROSS-SECTION DETAILS. FOR TYPICAL CROSS-SECTION DETAILS. By t4C e 3) REFER TO SHEETS 3 OF 14 3) REFER TO SHEETS 6 OF 14 Miami Da a Product Contr • O FOR ttP1CA1. ANCHORS AND NOTES. FOR TYPICAL ANCHORS AND NATES. DESIGN LOAD CAPACITY - PSP (STD. 2 1/4" SILL) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE 'D' WIDTH HEIGHT FT. IN. FT. IN. EXT. (+j INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 6/0 (NO STEEL) 6/8 56.7 95.0 56.7 65.0 56.7 85.0 56.7 75.0 8/0 (WITH STEEL) 6/8 56.7 85.0 56.7 70.0 56.7 78.8 56.7 68.8 8/0 (WITH STEEL) g/p 56.7 1 65.0F56.7 65.0 65.0 X X X X DESIGN LOAD CAPACITY - PSF (WITH 3" SILL RISER) NOMINAL DOOR SIZES GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' GLASS TYPE V WIDTH HEIGHT FT, IN. FT. IN. EXT. (.)TINT, (-) EXT, (+) INT. (-) EXT. (+) INT, (-) EXT. (+) INT. (-) 5/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 6/0 (NO STEEL) 6/8 76.7 95.0 65.0 65.0 76.7 85.0 75.0 75.0 8/0 (WITH STEEL) 6/8 76.7 85.0 70.0 70.0 76.7 78.8 68.8 68.8 8/0 :(WITH STEEL) g/p 65.0 65.0 65.0 65.0 X X X % DI=1wfL wwvjEB 13 1/4" MAX. CLUSTER OF 4 AN SPACING LIMITATION: TYP. AT STILE ENDS Anchors not to exceed HEAD/SILL 10 1/2" O.C. of Doors smaller than 60" in r' Ih. A •� 6" v AT LEFT X 6 � NOTES: i 1) REFER TO SHEETS 3 k 4 OF 14 44 3 4" MAX. FOR TYPICAL CROSS-SECTION DETAILS. / o- 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX. PANEL WIDTH MAX, D.L,O.: LAMINATED GLASS PAN L WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRAQ�t XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TY(pj�AL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 ® 44-3/4" X 90-3/4" WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) [,DOORS,(GLAZED ARGE ISSILE IMPACT AND REQUIRE NO SHUTTERS. BULB VINYL- 1C BULB VINYL -0 BULB VINYL-- BULB VINYL 17 --3/16" HEAT STREN'D CLASS -3/18" HEAT STREN'D CLASS -S/18" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 090 MTER "R by. w C 090 B tocite, y: w 090 SAF rLEX NP 090 PVB $AFLEX DuPont Sent ba C 411 DuPontt Butceita b : C -Ciwr or Color Cloa Intvlcysr Clwr or Color Class Interbyar la.l E.I. DuPont DeNsmoure do Co., Ina E.I. DuPont O"mours &Co., Inc. by Solutio, Mc. by: SI ZI , Ind. RC1 3/18' HEAT STREN'D CLASS m 3/18" HEAT STREWO GLASS m -3/18' HEAT STREN'D GLASS +I� 3/16" HEAT STREN'D GLASS LL Z_ yyy SILICONE !� - SILICONE , A OR SILICONE SCHNEE-MOREHEAO 5731 "1, SCHNEE-MOREHEAO 5731 M HEAD 5731 SCHNEE-MOREHEAp 5731 eD DOW CORNING 894 e0 DOW CORNING 899 e0 DOW CORNING 899 00 DOW CORNING 899 CD TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 N TREMCO SPECTRUM 2 11 mm TYPk 'A' � / GLASS TYPE 'B'GLAZING � 7/16" LAM. GLASS NRBNt;VYBE/ 4"tODUCr w11h the Fi"ao X812 aleCLASS QA� V ppp 2to DETAILS 1 m odu Cot: �! 7 O a ggi Z m rnI ivz <z a� A U to 0 °( s v AT LEFT X 6 � NOTES: i 1) REFER TO SHEETS 3 k 4 OF 14 44 3 4" MAX. FOR TYPICAL CROSS-SECTION DETAILS. / o- 2) REFER TO SHEETS 3 OF 14 D.L. OPG. FOR TYPICAL ANCHORS AND NOTES. 50" MAX. 50" MAX. PANEL WIDTH MAX, D.L,O.: LAMINATED GLASS PAN L WIDTH 6/0 X 6/8 = 32-3/4" X 74-3/4" LARGE MISSILE IMPACT 2 DOOR - TWO TRAQ�t XO OX 8/0 X 6/8 = 44-3/4" X 74-3/4" "XO" TY(pj�AL ELEVATION APPROVED CONFIGURATIONS 8/0 X 8/0 ® 44-3/4" X 90-3/4" WITH LAMINATED GLASS RATED FOR TESTED UNIT (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) [,DOORS,(GLAZED ARGE ISSILE IMPACT AND REQUIRE NO SHUTTERS. BULB VINYL- 1C BULB VINYL -0 BULB VINYL-- BULB VINYL 17 --3/16" HEAT STREN'D CLASS -3/18" HEAT STREN'D CLASS -S/18" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS 090 MTER "R by. w C 090 B tocite, y: w 090 SAF rLEX NP 090 PVB $AFLEX DuPont Sent ba C 411 DuPontt Butceita b : C -Ciwr or Color Cloa Intvlcysr Clwr or Color Class Interbyar la.l E.I. DuPont DeNsmoure do Co., Ina E.I. DuPont O"mours &Co., Inc. by Solutio, Mc. by: SI ZI , Ind. RC1 3/18' HEAT STREN'D CLASS m 3/18" HEAT STREWO GLASS m -3/18' HEAT STREN'D GLASS +I� 3/16" HEAT STREN'D GLASS LL Z_ yyy SILICONE !� - SILICONE , A OR SILICONE SCHNEE-MOREHEAO 5731 "1, SCHNEE-MOREHEAO 5731 M HEAD 5731 SCHNEE-MOREHEAp 5731 eD DOW CORNING 894 e0 DOW CORNING 899 e0 DOW CORNING 899 00 DOW CORNING 899 CD TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 N TREMCO SPECTRUM 2 11 mm TYPk 'A' � / GLASS TYPE 'B'GLAZING � �m NRBNt;VYBE/ 4"tODUCr w11h the Fi"ao X812 aleCLASS QA� V ppp 2to DETAILS 1 m odu Cot: CORNERS � r0 QA� V ppp 2to 1 m v �! 7 O a ggi Z m rnI A °( s r cil v lee a m e m TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING 1" Min. TYPICAL ANCHORS IN PAIRS Edge Dist. SEE ELEV. FOR SPACING ley • �2' .d WOOD BUCK MIN.. •e' •...' !� '.••d . a . AAM° TYP y ; r a . �\ t u Q tH 1S It H 1" Min, A \- Edge Dist. IN (TYP•) /� SEE EOR 8P ra Non -Shrink, Mon-M4tdiX6 Grout of Mlnimuro S Kill "7/16' -LAMINATED GLASS I' NOTES: 1) REFER TO SHEET 2 OF 14 l FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEET 4 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 2 OF 14 FOR MAX. ANCHOR SPACINGS.. v � M WW --1/4' TAPCON or APPROVED EQUAL BY EOR V/ 1° MIN. EMBED. INTO 3.8 KSI Conc. 1 6' FROM CORNERS 0 SEE ELEVATION AT SHE£T 1 OF 14 FOR MAX, SPACING. IN PAIRS DING METAL TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING 2BV Wood Buek Sub4IMII, or Weotl Stru lure w/ (SG) $l Olflc G ityw .88 min. (TYP•) = In I y :I• N "+ e �fx z S \ ygb O O M11oAi STRI1r••rUo1 A17ACNMRNT DBTAIIA QQ 5/4" Min. NOTtk 4"3 a Ch 0 :dge Dist. 1. ALL STEEL IN CONTACT WITH k ALUM. TO BE PAINTED OR PLATED. (,y p TYPICAL ANCHORS IN PAIRS 2 METAL STRUCTURES: ''� "% O SEE ELEV. FOR SPACING ( STEEL : Fy }6 KSI MIN. O {STEEL 12 GA MIN. THICK - 0.105") A O t4 (A ALUMINUM : IN. THICK) IN. (ALUM. 0.076" MIN. THICK MIAMI-DADE COUN APP 'D MULLION V SEE SEPARATE NOA y "� C < • _ U 3 4' Min. a 04 O H Edge Dist. cv :5 WOOD BUCKS AND METAL STRUCTURES NOT BYLAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND o: W ` '� 0 N Vl TRANSFER THEM TO THE BUILDING STRUCTURE. 1/16" Or 1/8" J� to y SILL RISER TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ADHERED TO SILL d' N WITH SILICONE N FULL LENGTH OF UNIT v � M WW --1/4' TAPCON or APPROVED EQUAL BY EOR V/ 1° MIN. EMBED. INTO 3.8 KSI Conc. 1 6' FROM CORNERS 0 SEE ELEVATION AT SHE£T 1 OF 14 FOR MAX, SPACING. IN PAIRS DING METAL TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING 2BV Wood Buek Sub4IMII, or Weotl Stru lure w/ (SG) $l Olflc G ityw .88 min. (TYP•) = In I y :I• N "+ e �fx z S \ ygb O O M11oAi STRI1r••rUo1 A17ACNMRNT DBTAIIA QQ 5/4" Min. NOTtk 4"3 a Ch 0 :dge Dist. 1. ALL STEEL IN CONTACT WITH k ALUM. TO BE PAINTED OR PLATED. (,y p TYPICAL ANCHORS IN PAIRS 2 METAL STRUCTURES: ''� "% O SEE ELEV. FOR SPACING ( STEEL : Fy }6 KSI MIN. O {STEEL 12 GA MIN. THICK - 0.105") A O t4 (A ALUMINUM : IN. THICK) IN. (ALUM. 0.076" MIN. THICK MIAMI-DADE COUN APP 'D MULLION V SEE SEPARATE NOA y "� C < • _ U 3 4' Min. a 04 O H Edge Dist. cv :5 WOOD BUCKS AND METAL STRUCTURES NOT BYLAWSON IND. MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND Val W ` '� e W A N cn TRANSFER THEM TO THE BUILDING STRUCTURE. Si zIle, TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING I/{B O N 114" ORU,LElEX sE F DRILLING sc g WK / INTO METAL STRUCTURES Mtrm STEEL : 12 GA, MIN. (Fy + 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 010 SMS INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EO IE DISTANCE (1/4") INTO CONCRETE AND MASONRY . 1" MIN. (ELCO ULTRACON) (1/4°) INTO CONCRETE AND MASONRY w 4" MIN. (ITW BUILDEX) (3/16") INTO CONCRETE AND MASONRY m 3" MIN. (ITW BUILDEX) INTO WOOD STRUCTURE . 1" MIN. INTO METAL STRUCTURE w 3/4" MIN. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. ywiB1 _ ierWe � � I I (hz . 1I4 Val W 4t Si zIle, •° I/{B O ■®ate A SEE ELEV. CHORS FOR SPACING lay WOOD BUCK 1" Min. TYPICAL ANCHORS IN PARS 4.,e MI.# R SEE ELEV. FOR SPACING -7/I6-LANINATED GLASS NOTES: 1) REFER TO SHEET 5 OF 14 FOR GLAZING OPTIONS AND OP CHARTS. 2) REFER TO SHEET 7 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 5 OF 14 — FOR MAX. ANCHOR SPACINGS. t1 AOR"MAff �SPACINO. •�•" �...-- I- WEEP NOTCH AT EACH END HORS PER CUP I IN PARS iPACING M TYPICAL ANCHORS IN PARS STRUCTURE .. SEE ELEV. FOR SPACING o v p c c M?TAL STRUC?URR ATTACHMENT DZTA1 gg S 4" Min. ppTE; a"t3 W3 I$ 0 9 o .d a Dist. I. ALL STEEEL IN CONTACT WITH p g ALUM. Tt) BE PAINTED OR PLATED. 0 j 2. METAL STRUCTURES: '� ,Z Q SEEKELEV,FOR�SPANCING RS (AlSTEEL : Fy m 36 KSI MIN, O GN7 SSTEEL 12 GA. MiN. THICK s O.t05") r, q B) ALUMINUM : 6063-T5 MIN. .7 (ALUM. 0.078" MIN. THICK) (f 6 MIAMI' DMU COON N M SEE RSEPAR SEPARATE NOA z f)� o a a� Kk Substrate or re W/ (SG) ty- .55 min. (Typ.) I 3 4' Min, O D Edge Dist, H N e C� y A WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND, 0 MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND 17) d TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING b a ANCORp TYPE CHART IN >~E WOOD MUCKm1A. CNOR OP1111011,181111AD-SUI JAMB 111mbediment Edge 01st" 2K W ODUUlyCT with W Florida compELOO ! n VITRACON 1/4" 1/4" 1 1/4" 1" .55 SG IldinB Coda SUILOEN 1/4" i/4" 1 1/4" i" .S8 SC imlos No S.M.S. (Into 2X) /12 12 1 //4` 1" .55 SO 1/4" DRILLF_LEX SELF DRILLING SCREWS yAmi Dade 1'rodk4t Con I 8 0 INTO METAL STRUCTURES1 STEEL : 12 GA. MIN. (Fy . 36 KSI MIN.) J`aaais�, ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) �4,,r (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Y10 e��?�...•••' A.. •.,%j • b . SMS INTO APPROVED MULLIONS (NO SHIM SPACE) A� U. MICAL EDGE DISTANCE :x x:45 MI1' (1/4") INTO CONCRETE AND MASONRY . i" MIN. (ELCO ULTRACON) I (1/4") INTO CONCRETE AND MASONRY s 4" MIN. (ITW BUILDEX) �•� �: X11 (3/16") INTO CONCRETE AND MASONRY . 3" MIN. (ITW BUILDEX) O•., , ,,., INTO WOOD STRUCTURE - i" MIN. p1�,',U • �, y INTO METAL STRUCTURE - 3/4" MIN.SICALANTS i �" FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL q SEALED WITH WHITE/ALUMINUM COLORED SEALANT. I INI. (-) y' THREE TRACK FRAME DOOR CONFIGURATIONS OF i p F r \ MORE THAN FOUR PANELS USING STILE I F Y COMBINATIONS SHOWN IN THESE DETAILS MAY Iw a• T \ALSO BE APPROVED (EXAMPLE 6D -3T XXXXXX). IJ a• pu a• 4/0 X 8/0 = 43-1/2" X 90-1/4" WITH & WITHOUT POCKETS a, Kj POCKET WALL BLS VINYL-@ BULB VINYL 17 - 3/16• HEAT STREN'D GLASS 3/18" HEAT STREWD CLASS FT. N. - SEE NOTE #'3. .090 PVB Interlayer Soflex CP-Sofbx & Soflex HP Dg0 pyg INTERLAYER Dupont ButocRe or B/0 (2DR} (W/ i STEEL) 8/C ' " by: SOLUTIA, Inc. or DuPont But;;wte by: E.I. DuPont DeNemeure & Co. Me. (TYP.) 8/0 (2DR) 56.7 68.0 68.0 X -RP or LP -X 3/18" HEAT STREN'D GLASS (W/ 2 STEEL) 8/0 12/0 (30R) 8/0 - i ro i- 1 $ F i L r Cx (W/ 1 STEEL) N 1 a• a'° t 1 Io 53.3 60.0 12/0 (3DR) I a• •-0 � ;:'g a Z S dblgl coda NO .+°e,,', XX or XX -RP or LP -XX or RP -XX -LP o 0 h a 53.3 u i f 4 a L POCKET WALL r _ SEE NOTE 03. (TYPJ- y 7 XXX or RP -XXX or LP -XXX 'Y I 11 I INI. (-) 49 1/8" MAX. INT. (-) FOR TYPICAL CROSS-SECTION DETAILS. F ItAl. (i) 68.0 66.0 PANEL WIDTH I F Y 56.7 3/0 X 6/8 = 31-1/2" X 74-1/4" a• a• a• iI� a• a• u i f 4 a L POCKET WALL r _ SEE NOTE 03. (TYPJ- y 7 XXX or RP -XXX or LP -XXX 'Y I 11 I 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 131 /4" MAX. TYP, 4UANCHORB AT HEAD/SILL AT STILE ENDS 6" MAX. TYP. POCKET WALL A `HEAD/SILL CORNERS va) OTE /3. 3 y s r , to y p, ___ i N A s 6"! O Q O21 4i o Ca I I q F2 I Q; rn o I W 4 I 7/18" OVERALL LAM. GLASS STEEL REINFORCING % q AS RECD. I CvC" /a 43 1/2" MAX 1INRTES ER TO SHEETS 9 10 & 11 OF 14 48 3/4" MAX. INI. (-) 49 1/8" MAX. INT. (-) FOR TYPICAL CROSS-SECTION DETAILS. PANEL MAX. D.L.O.: ItAl. (i) 68.0 66.0 PANEL WIDTH I F Y 56.7 3/0 X 6/8 = 31-1/2" X 74-1/4" FOR TYPICAL ANCHORS AND NOTES. ^� 4 DOOR - THREE TRACK iI� a• a• a• a• 4/0 X 8/0 = 43-1/2" X 90-1/4" WITH & WITHOUT POCKETS ..p i 1.) + 68.0 BLS VINYL-@ BULB VINYL 17 WIDTH NOMINAL � HEIGI 189 3/4 TEST DOOR WIDTH w/ SINGLE POCKET & NON -POCKET MAX. WIDTH 191 1/4" 131 /4" MAX. TYP, 4UANCHORB AT HEAD/SILL AT STILE ENDS 6" MAX. TYP. POCKET WALL A `HEAD/SILL CORNERS va) OTE /3. 3 y s r , to y p, ___ i N A s 6"! O Q O21 4i o Ca I I q F2 I Q; rn o I W 4 I 7/18" OVERALL LAM. GLASS STEEL REINFORCING % q AS RECD. I CvC" /a 43 1/2" MAX 1INRTES ER TO SHEETS 9 10 & 11 OF 14 48 3/4" MAX. G ( ) I (1W/ 2 STEEL) 8/0 16/0 (40R) 8/0 (W/ 1 STEEL) T -Ml 16/0OR) 8/0 j;LASs TYPE 'A' 6LA38 TYPE 1B, (W/ 2 STEEL) GLAZING DETAILS D.L. OPG. INI. (-) 49 1/8" MAX. INT. (-) FOR TYPICAL CROSS-SECTION DETAILS. PANEL MAX. D.L.O.: ItAl. (i) 68.0 66.0 PANEL WIDTH I 2) REFER TO SHEETS 9 OF 14 56.7 3/0 X 6/8 = 31-1/2" X 74-1/4" FOR TYPICAL ANCHORS AND NOTES. ^� 4 DOOR - THREE TRACK 3) FOR POCKET WALLS SEE GENERAL NOTES "XXXX" TYPICAL 4/0 X 6/8 = 43-1/2" X 74-1/4" XXXX or RP-XXXX or LP-XXXX or RP-XXXX-LP 3/0 X 8/0 m 31-1/2" X 90-1/4" APPROVED CONFIGURATIONS 4/0 X 8/0 = 43-1/2" X 90-1/4" WITH & WITHOUT POCKETS (FOR PANEL STACK CONFIGURATIONS SEE SHEET 1.) + 68.0 BLS VINYL-@ BULB VINYL 17 WIDTH NOMINAL � HEIGI 3/16• HEAT STREN'D GLASS 3/18" HEAT STREWD CLASS FT. N. FIJI .090 PVB Interlayer Soflex CP-Sofbx & Soflex HP Dg0 pyg INTERLAYER Dupont ButocRe or B/0 (2DR} (W/ i STEEL) 8/C LARGE MISSILE IMPACT " by: SOLUTIA, Inc. or DuPont But;;wte by: E.I. DuPont DeNemeure & Co. Me. i( ) DuPont-Sentrywass by: E•1. DuPont DeNemours & Co.. Inc. 8/0 (2DR) 56.7 68.0 68.0 ' 16 S N'D CUSS 3 3/18" HEAT STREN'D GLASS (W/ 2 STEEL) 8/0 12/0 (30R) 8/0 QO DOW CaMANO 899 pD DOWCCORNING 899 (W/ 1 STEEL) N tf 53.3 60.0 53.3 60.0 12/0 (3DR) 60.0 G ( ) I (1W/ 2 STEEL) 8/0 16/0 (40R) 8/0 (W/ 1 STEEL) T -Ml 16/0OR) 8/0 j;LASs TYPE 'A' 6LA38 TYPE 1B, (W/ 2 STEEL) GLAZING DETAILS D.L. OPG. INI. (-) 49 1/8" MAX. INT. (-) FOR TYPICAL CROSS-SECTION DETAILS. MI. (-J 68.0 68.0 ItAl. (i) 68.0 66.0 PANEL WIDTH I 2) REFER TO SHEETS 9 OF 14 56.7 68.0 FOR TYPICAL ANCHORS AND NOTES. ^� 4 DOOR - THREE TRACK 3) FOR POCKET WALLS SEE GENERAL NOTES "XXXX" TYPICAL EL_EVATIDN /15 & 16 AT SHEET 1 OF 14. v TESTED UNIT a DOORS GLAZED WITH LAMINATED GLASS RATED FOR n + 68.0 88,0 LARGE MISSILE IMPACT AND REOUIRE NO SHUTTERS. ♦♦o,,��'ee�seF r",A,�;�'"'•• •. DP CAPACITY •• PSP {B t/4" BILL) DP CAPACITY - PSF (3" BILL) LAMINATED GLAS5 = GLASS TYPE 'A' I GUM TYPE 'B' H GLASS TYPE 'A' I GLASS TYPE 'B' LARGE MISSILE IMPACT " EXT. (+)I INI. (-) tXI- (+) INT. (-) tX[. (+) MI. (-J 68.0 68.0 ItAl. (i) 68.0 66.0 IIYr. I-) 68.0 68.041 I e1 56.7 68.0 56.7 B&O 66.0 56.7 66.0 56.7 68.0 68.0 - + 68.0 88,0 ♦♦o,,��'ee�seF r",A,�;�'"'•• •. �,eo, i N s 56.7 66.0 56.7 68.0 - 56.7 68.0 56.7 68.0 68.0 68.0 68.0 068.0La •:'' �� 53.3 60.0 53.3 60.0 60.0 60.0 80.0 60.0 pF'toride lyyiing�the� ;:'g a dblgl coda NO .+°e,,', 53.3 68.0 53.3 68.0 68.0 68.0 68.0 68.0 -0I ♦♦ ` 0.090" SGP LaminatfMleml Dade Product on llMq�gEis!'" c (•) 2dr/3tk DOORS MEET +78.7 & -78.0 OP w/ "Dupont i" Min. 1/4' TAPCON ar APPROVED EQUAL BY EOR Edge Dist. V/ 1 3/4' MIN, EMBED. INTO le Ksl Cont. 16' FROM CORNERS 6 SEE ELEVATION AT &MEET 8 OF 14 FOR MAX. SPACING. e 3 a I I I I I I I I I I I I I GAP —1 BY WOODPBUCK GLASS TYPICAL ANCHORS IN PAIRS SPACING METAL TYPICAL ANCHORS IN PAIRS STRUCTURE SEE ELEV. FOR SPACING 6SEEFOR cm _ 2 ` w 8 y CCC C winL TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING METAL. STRINM'I�R1� ATIACHURRNT DETAII NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED PLATED. A fV z TYPICAL ANCHORS IN OR 2. METAL STRUCTURES: A ll�PAIRS EE ELEV, FOR SPACINO A STEEL : Fy - 38 KSI MIN. (STEEL 12 GAMIN. THICK . 0.103') B) ALUMINUM :8083 -TS MIN. (ALUM. 0.078" MIN, THICK) En x NOTES: 1) REFER TO SHEET 8 OF 14 FOR GLAZING OPTIONS AND DP CHARTS. 2) REFER TO SHEETS 10 Jc 11 OF 14 FOR HORIZONTAL CROSS-SECTION DETAILS. 3) REFER TO SHEET 8 OF 14 FOR MAX. ANCHOR SPACINGS.. w NN U R v =1= WU N y e N N U6 1/8" SILL RISER ADHERED WITH ,T //////^^^^^^CLEAR SILICONE FULL LENGTH Wt�1 pF UNIT SILL Vwi I Ili li N"y.4.1`, '."Y: .t`. 4,rlro r • .,, .�4, 4 J Y 4 'I n"' .. Y. • '� J ! 21 .�..^4.1•.. .,+S�j•• 141. ..•• • , . •,�, ; Y. 1/4' TAPCON or APPROVED EQUAL BY EOR W/ 1' MIN. ENDED. INTO le Ksl Conc. t 6' ,• Non -Shrink, Non-MNoIBe , FROM CORNERS 4 SEE ELEVATION AT SHEET .... 8 OF 14 FOR MAX. SPACING. 28Y Wood Buck Suhstmts or Wood Stiueture / (SG) MIAW-DARE COON ►"7 LLION pselfla Grovlty .39 min • (Typ.) �E SEPAARRATE MOA Q Z C3 o INC is W00 8UCK5 ANO METAL STRUCTURES NOT BY LAWSON IND. A MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND U'} TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS: SEE ELEV. AT SHEET 8 FOR SPACING ANCHOR TYPE CHART IN GONG. or KASONRY in. ANCHOR OPTIONS HEAD -BILL JAMB Embedmsn Was Dist. Conente ELCO ULTRACON 1/4" 1/=13/4- 1" 2.85 NeiBUILDEX 1/4" -" 4" 3.2 KsiBUILDEX - /1" 3" 3.2 KN ANCHOR TYPB CHART IN EX WOOD BUCK min. ANCHOR OPTIONS nI/4" JAMB EbBdts DVl, EK Meod ELCO ULTRACON1/4" �7admant /4' 1" .SS BUILDEX 1/4' /4" 1".SS S.Ms, (Into 2X)/12 /4" r ss Sc 41 ` N �g¢S {r RODUCTRENSWED 7A I complying with the Fiodde N I I I 1/4" DRILLFJ.EX SELF DRILLING SCREWS hlisn ( I ( INTO METAL STRUCTURES pp I STEEL : 12 GA. MIN. (Fy m 36 KSI MIN.) 30 I I I - ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN,) I I I (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) INTO APPROVED MULLIONS (NO SHIM SPACE) TYPICAL EDGE DISTANCE (1/4') INTO CONCRETE AND MASONRY . i" MIN. (ELCO ULTRACON) (1/4") INTO CONCRETE AND MASONRY - 4" MIN. (ITW BUILDEX) (3/16") INTO CONCRETE AND MASONRY . 3" MIN, (ITW BUILDEX) _ TYPICAL ANCHORS INTO WOOD STRUCTURE - I" MIN. -'2 PER CUP INTO METAL STRUCTURE - 3/4" MIN. SRAIANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. Cl 4D/3T - XXXXP NOTES: 1) REFER TO SHEET 6 OF 14 g r o TYPICAL ANCHORS IN PAIRS FOR GLAZING OPTIONS AND DP CHARTS. a g q .TYPICAL ANCHORS IN PAIRS SEE EIEV. FOR SPACING 2) REFER TO SHEET 9 Of 14 8 6 SEE ELEV, FOR SPACING 1/4" MAX, FOR VERTICAL CROSS-SECTION DETAILS. r 1/4" MAX. HIM 3) REFER TO SHEET 9 OF 14 q FOR TYPICAL ANCHORS AND NOTES. '4S • SHIM -------------------- - -- -- 4) REFER TO SHEET 8 OF 14 FOR MAX: ANCHOR SPACINGS, a z 2 16 7 �1 i1 i KETAL STRIUCTlRE ATTACHMENT DISTA1L � a� •"#.... .t1N����i. I e ' NOTE: 0 Y, 1. ALL STEEL IN CONTACT WITH O24J p i ALUM. TO BE PAINTED OR PLATED. METAL 2. METAL STRUCTURES: •�•' STRUCTURE A)) STEEL : Fy . 36 KSI MIN. '���VVV •4 ' (STEEL 12 GA. MIN. THICK - 0.105") + w + 5 s F v S B) ALUMINUM: 6063 -TS MIN. �' �•� Ij PRODUCT • .!•� (ALUM. 0.078" MIN. THICK) ___________ ____ ________ s4 omplyinavvithihoPimid0 Buildi�_A�V�ad 2SCREEN DOOR PANEL(OPTIONAL) C e O •--POR POCKET WALLS ••, SEEGENERAL NOTES •; gqy 15 'k i 6 AT = =c o T.]HEET 1 Of 14. CL Cy a O - �z�o �y cn I - -- z O O k7 0 p ''z A V ------- 4D/3T - XXXXP NOTES: 1) REFER TO SHEET 6 OF 14 g r o TYPICAL ANCHORS IN PAIRS FOR GLAZING OPTIONS AND DP CHARTS. a g q .TYPICAL ANCHORS IN PAIRS SEE EIEV. FOR SPACING 2) REFER TO SHEET 9 Of 14 8 6 SEE ELEV, FOR SPACING 1/4" MAX, FOR VERTICAL CROSS-SECTION DETAILS. r 1/4" MAX. HIM 3) REFER TO SHEET 9 OF 14 q FOR TYPICAL ANCHORS AND NOTES. '4S • SHIM -------------------- - -- -- 4) REFER TO SHEET 8 OF 14 FOR MAX: ANCHOR SPACINGS, a z 2 16 7 �1 i1 i KETAL STRIUCTlRE ATTACHMENT DISTA1L � a� •"#.... .t1N����i. I e ' NOTE: 0 Y, 1. ALL STEEL IN CONTACT WITH O24J p i ALUM. TO BE PAINTED OR PLATED. METAL 2. METAL STRUCTURES: •�•' STRUCTURE A)) STEEL : Fy . 36 KSI MIN. '���VVV •4 ' (STEEL 12 GA. MIN. THICK - 0.105") + w + 5 s F v S B) ALUMINUM: 6063 -TS MIN. �' �•� Ij PRODUCT • .!•� (ALUM. 0.078" MIN. THICK) ___________ ____ ________ s4 omplyinavvithihoPimid0 Buildi�_A�V�ad 2SCREEN DOOR PANEL(OPTIONAL) Em 1 3/4" MIN. tmatu. to i. OR ANCHOR TYPES SEE a NOTES AT SHEETS 3, 6, & 9. ; 2. FOR POCKET WALLS SEE GENERAL INTERIOR NOTES #15 & 16 AT SHEET 1 OF 14. �..,y' 07 a TYPICAL ANCHORS AT 8" O.C. INTERIOR• a ob O A o SEE ELEV. FOR SPACING .� � 5 3c LL v � b 1 16 17_ 31 6da cQt ,• ,.,...aLU 31 16 3 w 17 1 '•1,.,19' w 28 e " v STEEL BAR REO . ON 1 •� fj SIZES L44TED W/ DP 60 EXTERIOR •.,'.�A4 '•:,. TYPICAL ANCHORS ABOVE 8 ©~ Z 0 : AT 6" O.C. Q r: SEE ELEV. •'` FOR SPACING, H 4' 1/4"'MAX FI �M ppan� �1 SHIM 1 3/4" MIN. EMBED. Nrn b EXTERIOR POCKET DOOR HOOK Q{ Am ATTACHMENT DETAILScn I. PPVC& Com ound No.7R01F75 SGD-9200 BILL OF MATERIALS - 2 & 3 TRACK FRAME ITEM PART 0 QTY. I DESCRIPTION REMARKS I L-9211 1 12 TRACK FRAME HEAD 6063-T6 ALUMINUM 112 L-9211 1 2 TRACK FRAME HEAD (Multi -Slide) 6063-T6 ALUMINUM 2 L-9206 1 2 TRACK FRAME SILL 6063-T5 ALUMINUM 3 L-9212 2 2 TRACK FRAME JAMB 6063-T5 ALUMINUM 4 L-9204 1 X PANEL PANEL TOP RAIL 6063-T5 ALUMINUM 5 L-9205 1 X PANEL PANEL BOTTOM RAIL 6063-75 ALUMINUM 6 L-9201 1 PANEL LOCK STILE 6063-T6 ALUMINUM 7 L-9202 1 PANEL INTERIOR INTERLOCK 6063-T6 ALUMINUM B L-9203 I PANEL EXTERIOR INTERLOCK 6063-T6 ALUMINUM 9 L-9207 1 PANEL ASTRAGAL 6063-T6 ALUMINUM 10 L-9209 AS REQ'D. ALUMINUM GLAZING BEAD 6063-T5 ALUMINUM it L-9214 1 3 TRACK FRAME HEAD 6063-T6 ALUMINUM 12 L-9208 1 3 TRACK FRAME SILL 6063-T5 ALUMINUM 13 L-9213 2 3 TRACK FRAME JAMB 6063 -TS ALUMINUM 14 PWS -016 AS REQ'D. BOTTOM RAIL WTS'P ULTRAFAB #GB6757DK 15 PWS-OD9 AS REQ'D, PANEL TOP RAIL WTS'P .187'x.310' (7830-6001-1) 16 PWS -003 AS REQ'D, FIN SEAL WEATHERSTRIP .187'x.210' (7820-6001-9) 17 VWS-004 AS REQ'D, BULB VINYL (FPVC) 1/4' O.D. i8 L-9016 2 SELF ADHESIVE PILE PAD 13/16' X 1 1/2' 19 HC -046 2 MVG. PANEL TANDEM ROLLER 2 X EA. MVG. DOT. RAIL 20 FS -003 2 ROLLER ATTACHMENT SCREW 08 X I/2' F.H,/PHIL. 21 AR -008 2X PANEL PANEL 'C' TRACK CLIP 6063-T6 ALUMINUM 22 FS -042 AS READ. 'C' TRACK ATTACHMENT SCREW 1110 X I' SMS F.H./PHIL. 23 L-9018 t X ANCHOR FIXED PANEL JAMB CLIP 6063-T5 ALUMINUM 24 FS-DII I X CLIP FIXED PANEL CLIP SCREW R10 X 5/8' PH/PHIL, 25 AR -02D w INTERLOCK STEEL REINFORCEMENT 1/2' X 1 1/4' (36 KSI) 26 AR -021 ■ ASTRAGAL STEEL REINFORCEMENT 1/2' X 1 1/2' (36 KSI) 27 AR -024 w INTERLOCK STEEL REINFORCEMENT 3/8' X 1' (36 KSI) 28 HC -047 I MORTISE LOCK HARDWARE W/ HANDLES 6 KEEPER 29 ■ 1 x Panel 7/16' Laminated H.S. Glass See Glazing Details 30 L-9022 ■ ASTRAGAL PANEL SILL CLIP 6063-T5 ALUMINUM 31 L-9215 1 POCKET JAMB HOOK 6063-T6 ALUMINUM 32 SM -5731 w NEUTRAL CURE SILICONE Schnee -Morehead 5731 33 DC -899 AS REQ'D. NEUTRAL CURE SILICONE Dow Corning 899 34 w w NEUTRAL CURE SILICONE Tremco Spectrem 2 35 HC -045 2 NYLON PLUG C ASO' HOLE) RIGID PVC 36 HC -943 2X PANEL NYLON TOP GUIDE RIGID PVC 37 FS -005 AS REQ'D. FRAME ASSEMBLY SCREWS k8 X 1/2' P.H, PHILLIPS 38 FS -013 AS REQ'D. PANEL ASSEMBLY SCREWS 810 X V P.H. PHILLIPS 39 FS -014 AS READ. INSTALLATION SCREWS N12 X 1 3/4' F.H,/PHIL. 40 PL 75,6020 AS REQ'D, GLAZING SETTING BLOCK SOFT PVC 1/8' x 1/8' x 2'L. 41 w - SCREEN PANEL w 42 SM -5504 AS REQ'D. JOINT SEALANT Schnee -Morehead $504 43 ■ w PERIMETER CAULKING OSI POLYSEAMSEAL 44 1 w I 1 JPRODUCT LABEL w 1 3/4" MIN. tmatu. to i. OR ANCHOR TYPES SEE a NOTES AT SHEETS 3, 6, & 9. ; 2. FOR POCKET WALLS SEE GENERAL INTERIOR NOTES #15 & 16 AT SHEET 1 OF 14. �..,y' 07 a TYPICAL ANCHORS AT 8" O.C. INTERIOR• a ob O A o SEE ELEV. FOR SPACING .� � 5 3c LL v � b 1 16 17_ 31 6da cQt ,• ,.,...aLU 31 16 3 w 17 1 '•1,.,19' w 28 e " v STEEL BAR REO . ON 1 •� fj SIZES L44TED W/ DP 60 EXTERIOR •.,'.�A4 '•:,. TYPICAL ANCHORS ABOVE 8 ©~ Z 0 : AT 6" O.C. Q r: SEE ELEV. •'` FOR SPACING, H 4' 1/4"'MAX FI �M ppan� �1 SHIM 1 3/4" MIN. EMBED. Nrn b EXTERIOR POCKET DOOR HOOK Q{ Am ATTACHMENT DETAILScn I. PPVC& Com ound No.7R01F75 PHYSICAL ASTM N0. DwomwerHwfta "A",10 g. 75 D-2240 spoci c Cnadty 1.45 D-792 Temlh)8lrmg1h4PS1 1640 D638 Uhhmb Elmomim % 340.0 D438 Modohm@ 100%81mii9m, PS 76$.0 D638 Brlttlmee31.0 D-746 . White: C d No. 720 -71 81C0kL ASTM N0. Dwm mrHwdmm "A",10 m 75 D4240 SPW& [twlty 1.45 D•792 Tmaostmgdt,PSt 1640 D-98 ukwm SbnPdm,% 323.0 D638 Mduhm ®100%Elmgwim, PS 765.0 D-638 Impas Bdtdmee .300 D-746 PRODUCT RENEWED w complying with (Ita Florida Building Code OTS ACCeplmeo D � ^ 1No Exp$ptbp 8 3.625 062 I_r 750 1.000 L j 1.594 -t � FRAME HEAD (:/ 1.000 F.376 3.500 1.21$ 887 FRAME JAMB y �� s p PANEL TOP CORNER FRAME TOP CORNER .TWO TRACK FRAME O g `•$ �i 5 y of 1 O 3 e� e"d7�a �y I� `l+ p z ~ •-• , a� 0-. a 00 ca A A, zo_ 0) 01 C7 U1 w .062 1.000 1.500 AT SHEETS 8, At 9. TRACK HEAD 1.594 MULTI -SLIDE FRAME HEAD 090ir .062 ss9 T_I 4. 4.154 --•+ FRAME SILL -� .12 II �( ' Iso 2.250 I 1.687 4. 094 1.132 ,062 t.590 t so 1.619 O INTERIOR INTERLOCK .390 .890 �• 1.619 jI� 1.241 .000 2;1 062 .890 O 062 2.798 2.039 1.197 O 150 1.590 .094 PANEL BOTTOM CORNER 8 R H8 n ^ 3 c a N .062 1.132 1,6871(j) PANEL TOP RAIL PANEL BOTTOM RAIL EXTERIOR INTERLOCK FRAME BOTTOM CORNER 4 g z r 5 x.180 r .838 .616 GLASS STOP tC 2.686 1.0441.617 .062 1.842 LOCK STILE .844 1.710 2.280 .094 PRODUCT RANHWED a complying with the Florida Building Code Aac�ammNo�1 ``bpde •ya a fi�+A� , 4< .... �w 0 r c�vll •, q �•" • • 41��� i1 ASTRAGAL STILE 531 .524 .070r 1.250 © .580 .875 125T 1.142 ® 3.00 -`j - .124 FIXED PANEL CLIP ASTRAGAL RETAINER SILL RISER MimniDada ctCon a 5.244---� I r.070 1� .000, 1.500 71.5941 1 .086— FRAME HEAD .090 .062 2.250 500 5.748 FRAME SILL is .500 T -000 I '� 1.250 .062 1 INTERLOCK REINFORCING .376 i .500 --i 1 5.094 1.218 I 1.500 ASTRAGAL REINFORCING .375y .688 I 13 FRAME ,IAMB 1.250 .500 INTERLOCK REINFORCING 527 2.094 .078 :j 100101 .953 .670 31 Yt Pocket "P" Hook "C" CLIP FA FA PRODUCTRENEWFD as complying with the F1,46 �A. lli i Code ' t2 cOptenes No Miaml oduct I NV f 1 o m o 69L A a gg Z� o d a"d 3 a ! Y N a z �, A S ta r+, : �° .- cf)1 o� ` � O e � � NV f 1 yC O r+, : �° .-