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WS-19-2121Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Issue Date: Location Address Parcel Number 9425 N MIAMI AVE, Miami Shores, FL 33150 1132060130510 Contacts Permit No.: WS -09-19-2121 Permit Type: Widows/Shutters LVarma tussiffcatfon: Window/Doerr Replacement Permit status: AgOroved Expiration: 05/11/2020 RAMON TOLEDO Owner REBOLIZ CONSTRUCTION INC Contractor 9425 N MIAMI AVE, MIAMI SHORES, FL 33150 JOSE REBOREDO Home: 3054691290 floridainsurancequote@gmail.com 2831 SW 128 AVE, MIAMI, FL 33175 Business: 3056098156 Description: REPLACEMENT OF 13 WINDOWS AND 3 DOORS Valuation: $ 14,987.00 Insection Requests: FOR IMPACT RESISTANT Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $9.00 DBPR Fee $3.90 DCA Fee $2.60 Education Surcharge $3.00 Scanning Fee $12.00 Technology Fee $6.50 Windows/Shutters Fee $210.00 Total: $297.00 Payments Date Paid Amt Paid Total Fees $297.00 Check # 112 09/13/2019 $50.00 Credit Card 11/12/2019 $247.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above named contractor to do the work stated. re: Owner / Applicant / Contractor / Agent Date November 12, 2019 Page 2 of 2 7 ,HURRICANE ��I�'Si'*U IMPACT WINDOWS &DOORS HURRICANE IMPACT WINDOWS & DOORS, LLC Parts Service & Construction Windows * French & Sliding Glass Doors Hurricane Shutters * Shower Enclosures, Commercial Storefronts, Pool & Patio Screens * Sales, Installation and Complete Construction Services Licensed and Insured Date: June 13, 2019 LEGAL OWNER OF PROPERTY: JOB NAME: RAY TOLEDO JOB PHONE: 305-469-1290 JOB STREET: 9425 NORTH MIAMI AVENUE CITY: MIAMI SHORES, FLORIDA 33150 EMAIL: floridainsurancequote@gmail.com SUPPLY AND INSTALL LAWSON INDUSTRIES HURRICANE GUARD HURRICANE IMPACT WINDOWS WITH WHITE FRAME AND CLEAR LAMINATED HURRICANE IMPACT GLASS. MIAMI DADE COUNTY CERTIFIED AND APPROVED. 4 — EA. 37" X 50.625" SERIES 8700 HORIZONTAL ROLLING WINDOWS, CONFIGURATION: XO 1— EA. 74"X 50,625" SERIES 8700 HORIZONTAL ROLLING WINDOW, CONFIGURATION: XO 1— EA. 111"X 50.625" SERIES 8700 HORIZONTAL ROLLING WINDOW, CONFIGURATION: XO 2'— EA. 74" X 63" SERIES 8700 HORIZONTAL ROLLING WINDOWS, CONFIGURATION: XO 2— EA. 19.125"X 38.375" SERIES 8700 HORIZONTAL ROLLING WINDOWS, CONFIGURATION: XO 1.— EA. 53.125"X 50.625" SERIES 8700 HORIZONTAL ROLLING WINDOW, CONFIGURATION: XO 1'— EA. 75" X 64" SERIES 6200 FIXED PICTURE WINDOW, CONFIGURATION: 0 1 — EA. 74" X 38.375" SERIE 8700 HORIZONTAL ROLLING WINDOW, CONFIGURATION: XO 1 — EA. 50" X 36" SERIES 8700 HORIZONTAL ROLLING WINDOW, CONFGURATION: XO 1— EA. 37.5" X 80" SERIES 2200 LAPORTE SINGLE FRENCH DOOR, RT/ HINGE, CONFIGURATION: X 1— EA. 37.5" X 80" SERIES 2200 LAPORTE SINGLE FRENCH DOOR, LF/ HINGE, CONF: X, OBS. 1 — EA. 33" X 80" SERIES 2200 LAPORTE SINGLE FRENCH DOOR FOR BATHROOM, CONF: X, RT/HG NOTE: THIS CONTRACT INCLUDES: ENGINEERING, PLANS, PERMIT, TAX AND INSTALLATION. CITY PERMIT FEE TO BE REIMBURSED TO HURRICANE IMPACT WINDOWS & DOORS BY OWNER. INSTALLATION INCLUDES THE DISPOSAL OF REPLACED WINDOWS & DOORS. NO ELECTRICAL WORK. NO PAINTING. NO REMOVAL OF CURTAINS, BLINDS OR WINDOW TREATMENTS. INSTALLATION AND OR WORK WILL BE PAUSED OR STOPPED FOR ANY AND ALL UNFORESEEN STRUCTURAL DEFECTS AND DEFICIENCIES WHICH NEED CORRECTION. WORK WILL BE PERFORMED AND BROUGHT UP TO CODE UPON APPROVED CHANGE ORDER IN WRITING AND SIGNED BY OWNER OR OWNERS AUTHORIZED AGENT BEFORE WORK IS CONTINUED. Note: This is a Product and Labor Contract. Payment is due upon delivery unless otherwise noted in body of contract. Materials will be invoiced upon shipment from this company's warehouse. Delivery and/or installation may be withheld for the convenience of customer, but this in no way effects date of invoice for materials. In the event that the amount herein shown is not paid when due, interest at the highest legal rate per annum shall accrue on amount outstanding. All costs and collection fees shall be paid by customer including reasonable attorneys' fees. Hurricane Impact Windows & Doors, LLC, shall not be responsible for delay in delivery resulting from strikes, labor difficulties or acts or events beyond its control. This contract is your guarantee; for a period of one (1) year labor and materials, some products carry an additional extended manufacturer's warranty. Buyer has the right to cancel this contract within three (3) business days of date herein. In which event the deposit paid will be refunded to customer less any fees paid for restock with manufacturer. Alfonso A. De La Cosa PROJECT MANAGER HURRICANE IMPACT WINDOWS & DOORS, LLC 6815 Biscayne Blvd, Suite 103-413 Miami, Florida, 33138 Phone: 786-287-9624 / 786-505-4946 Fax: 305-757-0391 Email: hurricanewindowsofmiami@gmail.com www.hurricanewindowsofmiami.com Thank you for the opportunity to earn your valued business and trust!!! �'r' HURRICANE IMPACT WINDOWS &DOORS HURRICANE IMPACT WINDOWS & DOORS, LLC Parts Service & Construction Windows * French & Sliding Glass Doors Hurricane Shutters * Shower Enclosures, Commercial Storefronts, Pool & Patio Screens * Sales, Installation and Complete Construction Services Licensed and Insured Date: June 13, 2019 LEGAL OWNER OF PROPERTY: )OB NAME: RAY TOLEDO JOB PHONE: 305-469-1290 JOB STREET: 9425 NORTH MIAMI AVENUE CITY: MIAMI SHORES, FLORIDA 33150 EMAIL: floridainsurancequote@gmail.com Title to all goods delivered/installed shall remain the property of Hurricane Impact Windows & Doors, LLC, until contract is paid in full, and purchaser waives all rights to homestead or other exemptions under state law. Totals Amounts Deposit @ Signing $ 7,500.00 To Schedule Delivery $ 6,000.00 Product/Order Installed $ 1,487.00 TOTAL $14,987.00 r By Legal Owner Hurricane Impact Windows & Doors, LLC, shall not be responsible for delay in delivery resulting from strikes, labor difficulties or acts or events beyond its control. This contract is your guarantee; for a period of one (1) year labor and materials, some products carry an additional extended manufacturer's warranty. Buyer has the right to cancel this contract within three (3) business days of date herein. In which event the deposit paid will be refunded to customer less any fees paid for restock with manufacturer. Alfonso A. De La Cosa PROJECT MANAGER HURRICANE IMPACT WINDOWS & DOORS, LLC 6815 Biscayne Blvd, Suite 103-413 Miami, Florida, 33138 Phone: 786-287-9624 / 786-505-4946 Fax: 305-757-0391 Email: hurricanewindowsofmiami@gmail.com www.hurricanewindowsofmiami.com Thank you for the opportunity to earn your valued business and trust!!! A io�09111Zal1 BUILDING PERMIT APPLICATION 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 gECr,TVED P 13 2019 BY: FBC 20I N C_' - I Master Permit No.V I - I Sub Permit No BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: / -/ J A A47/;1* Ao7l 4M City' Miami Shores Q County: Miami Dade Zia: 33I S /� (/ Folio/Parcel#: //- 32% - �� J - V 510 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name ��mpleTitleholder): t(�f�� ✓ Phone#: 3495-'�F/�l� Address:"l�i�S'Y i/ 4 112,r' City: mi'ao !i% 5"•W��QQ,,0-v_S State: Zip: 33/ 5_0 Tenant/Lessee Name: Email: V hone#: CONTRACTOIRR: Company Name: Phone#: Address:_ A DS/ :5 2 9 riz Aef 2 City:/��'/% State: ��j? / Zip: c.� J / 7 5— Qualifier Name: 1,1045 l2_Aff13©n9z>0 Phone#: 305-- 6PO- 51 Z State Certification or Registration #: C67CA03416141 Certificate of Competency #: 3n— M_ '�7/ 52� DESIGNER: Architect/Engineer: Phone#: Address: /l a City: State: Zip: Value of Work for this Permit: $ �`7 / / ' Square/Linear Footage of Work: /1� Type of Work: ❑ Addition❑�►Allltteration ❑ New 59 Repair/Replace El Demolition Description of Work: �p %%�� k4eor t3 w;meow=5 -4'yP 3 000/-65 4CVq Z7^107i7%la e -T -2�5i51 Specify color of color thru tile: Submittal Fee $ L,;0. Permit Fee $ Scanning Fee $ Technology Fee $ Structural Reviews $. (Revised02/24/2014) Radon Fee $ Training/Education Fee $ CCF $ DBPR $ CO/CC $ Notary Double Fee $ Bond $ TOTAL FEE NOW DUE $ _2 -fl 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, 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. Signature Y Signature '<� OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this day of '20 L4 by ��r�rl�0`�ciU who is personally known to me or who has produced Y. L • as identification and who did take an oath. NOTARY PLI Sign Seal: ALFONSO A DE LA COSA r MY COMMISSION Y FF 901011 a: EXPIRES: December 5, 2019 s«aed Thi, Nosy Pubr�c undewiW Theforegoinginstrument was acknowledged before me this day of 20 l� by _Tose Zed Dred o , who is personally known to me or who has produced �, L • as APPROVED BY U/rl I / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICE OF THE PROPERTY APPRAISER Summary Report Property Information Folio: 11-3206-013-0510 Property Address: 9425 N MIAMI AVE Miami Shores, FL 33150-2245 Owner RAMON TOLEDO GERALDINE VILLOCH Mailing Address 9425 N MIAMI AVE MIAMI SHORES, FL 33150 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half ' 3/1/0 Floors 1 Living Units 1 Actual Area X1,997 Sq.Ft Living Area 1,508 Sq.Ft Adjusted Area 1,746 Sq. Ft Lot Size 9,360 Sq.Ft Year Built 1938 Assessment Information Year 2019 2018 2017 Land Value $252,474 $210,504 $210,504 Building Value $85,065 $85,065 $121,522 XF Value $1,905; $1,937 $1,969 Market Value $339,444 $297,5061 $333,995 Assessed Value $327,256 $297,506 $333,995 Benefits Information Benefit Type 2019 2018 2017 Non -Homestead Cap Assessment Reduction $12,1881 1 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOT 11 & N18FT LOT 12 BLK 4 LOT SIZE 72.000 X 130 OR 15512-4566 0592 4 Generated On : 9/13/ Taxable Value Information Previous 2019 2018 2 County Exemption Value $0 $0 Sale Taxable Value $327,256 $297,506 $333. School Board Exemption Value $0 $0 Taxable Value $339,444 $297,506 $333 City Exemption Value $0 $0 Taxable Value $327,256 $297,506 $333. Regional Exemption Value $0 $0 Corrective, tax or QCD; min Taxable Value $327,256 $297,506 $333. Sales Information Previous OR Book - Price Qualification Description Sale Pae 9 05/23/2019 $374,900 31499-0039 Qua] by exam of deed Federal, state or local governmen 02/06/2019 $330,100 31318-4687 agency 05/04/2017 $348,600 30533-2191 Qual by exam of deed Corrective, tax or QCD; min 11/13/2014 $0 29451-0853 consideration The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appra and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer,asp Version: https://www8.miamidade.gov/Apps/PA/propertysearch/ 9/13/2019 JOB NAME /ADDRESS: TOLEDO RESIDENCE 9425 N MIAMI AVE MIAMI SHORES, FL 33150 DESIGN CRITERIA MARK DESCRIPTION FLORIDA BUILDING CODE 2017 TRIB. AREA • WIND CODE: ASCE 7-10 Gcp (+) Gcp (-) MEAN ROOF HEIGHT: 15.00 74.000 ' rch itectu re EXPOSURE: C -53.64 END BUILDING RISK CATEGORY II 1.00000000 -1.40000000 CONSTANT: 0.00256 74.000 60.000 (GCPI): 0.18 -40.52 INT (4) 17-1212.13 0.91365824 13131 SW 182NE)6TREET WIND VELOCITY (V): 175 37.000 St%lpp.• *0*-:- (Kd): 0.85 pF F •Rk41AMI,%ORID41�,INF. • EXPOSURE ADJUSTMENT (Kz): 0.849 1.00000000 �� (Kzt): 1 plDO 8F V pp �� •'' •' • • T.(305)27807776 • F. (.30t) 278-7473 of** 9.20 40.06 Z . •. FLAT ROOF: N/A • .� k t • • • 1Q/OJW.BELL�ML•A14ES.COM • • • • • E HORIZ-ROLLER INF. AR008737 AA -26002616 • • • • • • • • . . • ... • . Q= 0.00256(KZ)(Kzt)(Kd)(V)A2 = 56.58 P.S.f :' . we • • • • • • • • W= Q (GCP +or- GCPI) 19-0708.09 '-� • . • • • ARCHITEC?URE �I, '. P= 0.6 W .......... (ASD) F4 CASEMENT INF. 37.000 LANDIPLANWNC: • .... • INiEtblzs" P= WCiIS'N . ....... (LRFD) - 39.41 08.22.1' t STRUAGEMENT• • • • • � ' ,' V • • • CALCULATIONS PROCEDURE EXAMPLE, USING MARK (A) 0.98077015 -1.36154030 W(+)= ..............56.58 p.s.f. ( 1.0000000+ 0.18) = +66.76 p.s.f. ..........P(+)= 0.6(+66.76p.s.f.) = +40.06 p.s.f. W(-)= ..............56.58 p.s.f. (-1.4000000 - 0.18) = -89.40 p.s.f. ...........P(-)= 0.6 (-89.40 p.s.f.) -53.64 p.s.f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTAL Sq.Ft.= 272.36 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE ZONE P.S.F. N.O.A. Gcp (+) Gcp (-) A HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -53.64 END (5) 19-0708.09 1.00000000 -1.40000000 B FIXED IMP. 74.000 60.000 30.83 37.13 -40.52 INT (4) 17-1212.13 0.91365824 -1.01365824 C HORIZ-ROLLER INF. 37.000 50.000 6.42 40.06 -53.64 END (5) 19-0708.09 1.00000000 -1.40000000 D HORIZ-ROLLER IMP. 53.000 50.000 1 9.20 40.06 -43.45 INT (4) 19-0708.09 1.00000000 -1.10000000 E HORIZ-ROLLER INF. 74.000 50.000 12.85 39.41 -42.80 INT (4) 19-0708.09 0.98077015 -1.08077015 F CASEMENT INF. 37.000 50.000 12.85 39.41 -52.33 END (5) 19-0227.06 0.98077015 -1.36154030 G HORIZ-ROLLER INF. 19.000 38.000 2.51 40.06 -43.45 INT (4) 19-0708.09 1 1.00000000 -1.10000000 G' HORIZ-ROLLER IMF. 19.000 38.000 2.51 40.06 -53.64 END (5) 19-0708.09 1.00000000 -1.40000000 H HORIZ-ROLLER INF. 111.000 50.000 9.64 40.06 -53.64 END (5) 19-0708.09 1.00000000 -1.40000000 1 HORIZ-ROLLER IMP. 74.000 63.000 16.19 38.80 -42.20 j INT (4) 19-0708.09 0.96305170 1 -1.06305170 I" HORIZ-ROLLER IMP. 74.000 63.000 16.19 38.80 -51.13 END (5) 19-0708.09 0.96305170 -1.32610340 J HORIZ-ROLLER IMP. 50.000 38.000 1 6.60 40.06 -43.45 1 INT (4) 19-0708.09 1.00000000 1 -1.10000000 WINDLOAD PRESSURE TABLE FOR DOORS TOTAL Sq.Ft.= 58.85 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE ZONE P.S.F. N.O.A. Gcp (+) Gcp (-) 1 FRENCH DOOR IMP. 37.000 82.000 21.07 38.12 -41.51 INT (4) 18-0503.06 0.94284810 -1.04284810 2 FRENCH DOOR IMP. 36.000 80.000 20.00 38.25 -41.65 INT (4) 18-0503.06 0.94684485 -1.04684485 3 FRENCH DOOR IMP. 32.000 80.000 17.78 38.56 -41.96 INT (4) 18-0503.06 0.95586766 -1.05586766 W MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 •ocnnstruction materials. The documentation submitted has been reviewed and accepted by MsarruJq�ade Coanty RER- - • • • - Product Control Section to be used in Miami Dade County and other areas where lalloi4ed by.'tl>IE'A ithority 0. Having Jurisdiction (AHJ). *00:00 see * Go**** This NOA shall not be valid after the expiration date stated below. The Miami-Dadg .(;qunty P �oduct Control• ... Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dadt.Cputity) resOPvl die right.. to have this product or material tested for quality assurance purposes. If this p:oduatior material.fails to:..' perform in the accepted manner, the manufacturer will incur the expense of such testing andetWA W ma36 0 0 0 0 immediately revoke, modify, or suspend the use of such product or material with tlteit jurisdictiton. RER • reserves the right to revoke this acceptance, if it is determined by Miami-DadL Comity Ptpd ;Contras • • • • Section that this product or material fails to meet the requirements of the applicable* budding code.• :0 0 .. This product is approved as described herein, and has been designed to comply with the Flonda•Building 0000 Code, including the High Velocity Hurricane Zone. - DESCRIPTION: Series "HS -8700 (Flange -Frame)" Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E, dated 06/21/19, prepared by manufacturer, and 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 Resistant I LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for ins ection at the job site at the request of the Building Official. This NOA revises NOA No. 17-1212.17 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. 19-0708.09 MAMMADE COUNTYM Expiration Date: April 11, 2022 Approval Date: August 01, 2019 YT'7�14j1q Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 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 D dated 11/01/17, 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, LoadingopLY 13C, T•A&2Q2-94• • 3) Water Resistance Test, per FBC, TAS 202-.00...•.. . . 4*0:600 ..... 4) Forced Entry Test, per FBC 2411.3.2.1, anATAS 202-4%4 .0: .....0 along with marked -up drawings and installation diagram of- an: akiminum -horizontal . sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) coi1figurfttion, : prrpared by— Hurricane y•Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10.3049 and :....: HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P'F:00• (Submitted under NOA No. 11-0705.10) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC 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. HETI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and HET -10-3225, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 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 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. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, all dated 03/23/11, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705. 10) 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 an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) &1a4.f-,WZ?_qAA;2, Manuel P re P.E. Product Control x miner NOA No. 1 -0708.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 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 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 2411 3.2.1, TAS 202-94 • • • • • along with marked -up drawings and installation diagram of 8;p eixiens of ari aluminum horizontal sliding window, XO configuration, preps;d jay Huh1C*}e • • • ; • Engineering & Testing, Inc., Test Reports No. HETI-08-2033,4=I-08-2024, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2P", IJETI! :' • • • •Q$;,��16A and HETI-08-2116B, all dated 02/28/08, and signed and sealea*61 Candido F. Font, P.E. (Submitted under.NQ4 No.•4?*Q106.0�.*:•• 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94..... 2) Uniform Static Air Pressure Test, Loading�per F$C TM X0 -94 • • • • � • 3) Water Resistance Test, per FBC TAS 2024 .'. ' 4) Large Missile Impact Test per FBC, TAS 261-93 • �; • 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, 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. FTL-3097, FTL-3098 and FTL-3364, dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-012 7.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. Manuel P0aimn .E. Product Control ner NOA No. 1.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 2. Notice of Acceptance No. 17-012,05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers", expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 61h Edition (2017), dated November 17, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 0.000 (Submitted uni&r AIU4 No. •17-lf 212.110 •; • 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed WUomas '. 0000.. Use 0000, J. Sotos, P.E. (Submitted unde&MA No. 12.0127.0V • 0000.. 3. Laboratory compliance letter for Test Reports No. HETI-10-394,7; IIET1F-10-048, . HETI-10-3049, HETI-10-3049I, HETI-10-3050, HETI-10-305Y, HETI-10-3052B; •; • • • HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3%iETI•)<0.3>Z31, • HETI-10-3223, HETI-10-3224, HET -10-3225 and HETI4Q�(, all issugd by • Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23;11'aAd 04/25/11,. signed..:. 0000. and sealed by Candido F. Font, P.E. (Submitted und4r ]W.A NO]] -0705.14)... ; 4. Laboratory compliance letter for Test Report No. HETI-10-321, issuedb� I-TvtrricaAe Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under NOA No. 11 -0 705. 10) 5. Laboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/08 through 02/28/08, and signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Laboratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and FTL-3364, all issued by Fenestration Testing Laboratory, Inc., dated 12/06/01, 12/11/01 and 01/28/02, and signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under NOA No. 02-0227.05) G. OTHERS 1. Notice of Acceptance No. 17-0222.14, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 04/13/17 and expiring on 04/11/22. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L8700-0901, titled "HS -8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision E dated 06/21/19, prepared by manufacturer, signed and sealed by Thomas. J. Sotos, P.E. Manuel Periz, f.E. Product Controlxa ner NOA No. 1W08.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series. HS -8700: jange • frame aluminum horizontal sliding window, XO and XOX corif giWtions: prepared by . • Fenestration Testing Laboratory, Inc., Test Report No. FTL-1(KV,tiated @W/19, • • • • • signed and sealed by Idalmis Ortega, P.E. ...... .... . ..... C. CALCULATIONS ..:..' 1. None. .. .. .. ...... D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources•rRER) ' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, complying with th FSC 6 n Edition (2017), dated June 24, 2019, issued, signed and sealed by Thomas J. Sootos, P.E. 2. Statement letter of no financial interest, dated June 24, 2019, signed and sealed by Thomas J. Sotos, P.E. 3. Proposal No. 18-1697 issued by the Product Control Section, dated January 04, 2019, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1212.17, issued to Lawson Industries, Inc. for their Series "HS -8700 (Flange -Frame) Aluminum Horizontal Sliding Window — LM.I." approved on 02/01/18 and expiring on 04/11/22. Manuel ez P.E. Product ContrExa iner NOA No. - 708.09 Expiration Date: April 11, 2022 Approval Date: August 01, 2019 E-4 D // NOTE: lYo_s� 1) REFER TO SHEET 2OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) MR VERTICAL CROSS-SECTION DETAILS "A, Al, B, S: BI" REFER TO SHEET M3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "C, D. & E' REFER TO SHEET p4 4) REFER TO SHEET B OF 10 FOR DESIGN LOAD CHARTS AND NOTES. A Al XOX -EQual Lite (1/3-1/3-1/a) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES, 2) FOR VERTICAL CROSS-SECTION DETAILS 'A, Al. B, & B1' REFER TO SHEET /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E" REFER TO SHEET A5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. (A-> AL • • • • • •• y mIE s - 8 81 D H B, XOX -EQual Lite (1/3-1/3-1/a) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES, 2) FOR VERTICAL CROSS-SECTION DETAILS 'A, Al. B, & B1' REFER TO SHEET /3 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E" REFER TO SHEET A5 4) REFER TO SHEET 8 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. (A-> AL NOTESXOT Uff - - 1 REFER TO SHEET 2 OF 10 FOR INSTALIATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bt' REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E" REFER TO SHEET /6 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENtS OF THE FLORIDA BUILDING CODE (2014 -5th Edition & 2017 -8th Edition, INCLUDIN HIGH VELOCITY HURRICANE TONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 00 'R A !HOREDMd' f171'l"Tfilr'B=IN RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.). AND AS TABULATED ON SHEETS 8, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND r—TO-BiE-REVINWED-BL-BUIUMG. .) WINDOWS ARE QUALI'IED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEFTs X18, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs /8, 7 or 8) .) WINDOWS WITH GLASS TYPES "A, C, OR G' INSTALLED ABOVE SOFT. INTH1R LG. EXTERIOR LITESHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON -CO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LTTE -COX" WINDOWS. 11.) SEE SHEET B.FOR DESIGN PRESSURES ON UN -EQUAL LICE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET i 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAIQ-DADE COUNTY APPROVED WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. •• ••• • • • • • •• y mIE s - E� D H B, 3 Zai c • • NOTESXOT Uff - - 1 REFER TO SHEET 2 OF 10 FOR INSTALIATION ANCHOR DETAILS AND NOTES. 2 FOR VERTICAL CROSS-SECTION DETAILS 'A, Al, B, & Bt' REFER TO SHEET 03 3) FOR HORIZONTAL CROSS-SECTION DETAILS 'D, & E" REFER TO SHEET /6 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. APPROVED ELEVATIONS General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENtS OF THE FLORIDA BUILDING CODE (2014 -5th Edition & 2017 -8th Edition, INCLUDIN HIGH VELOCITY HURRICANE TONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 00 'R A !HOREDMd' f171'l"Tfilr'B=IN RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (D.C.). AND AS TABULATED ON SHEETS 8, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND r—TO-BiE-REVINWED-BL-BUIUMG. .) WINDOWS ARE QUALI'IED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEFTs X18, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETs /8, 7 or 8) .) WINDOWS WITH GLASS TYPES "A, C, OR G' INSTALLED ABOVE SOFT. INTH1R LG. EXTERIOR LITESHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 8 FOR DESIGN PRESSURES ON -CO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL -LTTE -COX" WINDOWS. 11.) SEE SHEET B.FOR DESIGN PRESSURES ON UN -EQUAL LICE "XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET /3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET i 5 FOR MULLION/METAL ATTACHMENT DETAILS, NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAIQ-DADE COUNTY APPROVED WINDOWS USING A MIAMI -DADS COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. •• ••• • • • • • •• y mIE s - Sao V .o U rnpn Cgg 3 Zai c • • • • m 3 a . ......... o . m 0 z o DOC z •• ••• •• • • • •• ' N 0 1N o O O rsouucrREvlsso U < co tD . complying "'Ah the Fbxida Building Cod.' Ac pt.n 1Vo ' O -20 • • • • • • • • • • • • E.' iratlon Date • • ♦ • • • • • •• • • • •• • • ny • • • • • . • • . • • • • • • • • • . • Miami -/ . l .... ... ••.. . • . . . • . • . • . • •• •• . • . •. .• ... . . . ... . . � a3 LL N 0 N w ►- o 0o a A zz y mIE s - Sao V .o U rnpn Cgg 3 Zai c E z m 3 a ! o m 0 z o DOC z H O � �n 0 N 0 1N o O O U < co tD � a3 LL N 0 N w ►- s f E. �• � a3 LL N 0 N w ►- ST UNIT SIZE: 111' X 83• # TTALLATION FASTEIIERS 10AT PRAM HEAD (14 AT PRAM HEAD IF DP ABOVE 70.0 10 AT EA. FRAM SIL (14 AT FRAM SIL IF DP ABOVE 70.0) 6 AT EA. FRAME JAMB •SRE GENERAL NOTE i3 x /4. 85 3/8' OVERALL FRAME WIDTH 84 3/8' INTERIOR FRAME WIDTH 5' ("L 4 u 6 ' ' —�th 1--__==j} -- • • /c � 4 •• i t • • J D.C. K w y 3 W C w o 64 V U d o O H O N �o Cody UU�dding q • • • • • • • • • • • • • • 000 • • 34v • • • �ccplznce Tao'. • E�BIi41'O"0 • • • • ANCHOR NOTES L SAME ANCHOR SPACING AT HEAD L SILL EXT. L DIT. F SE (INIAL 2. TWO ADDITIONAL AMCMORS REDUIRED W.SIL� FLIED W/ AT MEETING RAILS FOR UNITS WITH AVAILABLE AS GPTIONAl- DP ABOVE a70PSF / - 75PSF <4 TOTAL) Hp��y �OXINDOW EQUAL L -SEF -VERTICAL CROSS-SECTION DETAILS 'A, A1, B, L BI' AT SHEET 63 � 2. SEE HORIZONTAL CROSS-SECTDN DETAILS 'C, D, L E' AT SHEET 45 INSTALLATION FASTENERS # (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.( (B) 10 AT EA. FRAME SBL (14 AT FRAYS SIJ. IF DP ABOVE 70.0) (C) 8 AT EA. FRAME JAM *SEE GENERAL NOTE /3 k /4. i TEST UNIT SIZE: 74' X &T' INSTALLATION FASTENERS (A) 8AT FRAME HEAD (8 AT FRAME HEAD IF DP ABOVE 70.0 (B) B AT EA. FRAME SILL (SAT FRAM SILL IF DP ABOVE 70.0) (C) 0 AT EA. FRAME JAMB SEE GENRtAL NOTE /3 • /4. N - 24 3/8', e u 6 ' ' —�th 1--__==j} -- • • /c � 4 •• 4 • • J D.C. K w y 3 W C w o 64 V N - 24 3/8', e • • • • 6 ' ' —�th 1--__==j} -- • • •• •• ••• •• • • • • • • E E �to to n y 3 EE o s cmnPlYiN'D widt fie FlolidL V U d o O H O N �o Cody UU�dding q • • • • • • • • • • • • • • 000 • • 34v • • • �ccplznce Tao'. • E�BIi41'O"0 • • • • • • • • • • • • • 13) • • ••• • • AMC" NOTES U IH L SAME ANCHOR SPACING AT HEAD L e TWO ADDITIONAL ANCHORS REQUIRI B. L BI' AT SHEET 43 L E' AT SHEET 45 1 1/4' OL C 113 l/4. OC LI 1 13 UI' OC SNE ANCHOR SPACDIG AT HEAD L STI ICONEF MPLIED DWN/I TWO ADDITIONAL ANCHORS REQUIRED ARE AT HEETDIO RADS FOR L04TS VIM WVAILABLE AS AND DP ABOVE .. 70'SF <1 TOTAU . NmrStox REVERSED ) L SEE VERTU CROSS=SECTION DETAICS 'A, AI, L BY AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, L E' AT SHEET 14 ERIES-8700 HORIZONTAL SLIDING WINDOW ELEVA •• ••• • • • • • • • 33 t • • •• •• ••• •• • • • • • • • 0 •• PLorn)cr xevts6o �to to n y 3 EE o 1 1/4' OL C 113 l/4. OC LI 1 13 UI' OC SNE ANCHOR SPACDIG AT HEAD L STI ICONEF MPLIED DWN/I TWO ADDITIONAL ANCHORS REQUIRED ARE AT HEETDIO RADS FOR L04TS VIM WVAILABLE AS AND DP ABOVE .. 70'SF <1 TOTAU . NmrStox REVERSED ) L SEE VERTU CROSS=SECTION DETAICS 'A, AI, L BY AT SHEET 03 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D, L E' AT SHEET 14 ERIES-8700 HORIZONTAL SLIDING WINDOW ELEVA •• ••• • • • • • • • • • • • • •• •• ••• •• • • • • • • • 0 •• PLorn)cr xevts6o �to to n y 3 EE o s cmnPlYiN'D widt fie FlolidL V U d o O H O N �o Cody UU�dding q • • • • • • • • • • • • • • 000 • • 34v • • • �ccplznce Tao'. • E�BIi41'O"0 • • • • • • • • • • • • • 13) • • ••• • • uG2 • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i g O O u O q �to to n y 3 EE o In v m �o V U d o O H O N �o 34v % W OOy = x c p d A m7E ,44\LpITTfFFFF! C4 � (` E3 i z z O ri r O m g e Fi yL p ,44\LpITTfFFFF! C4 � (` 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. WW hBn (SEE ELEVATION AT SHEET K2 1. ALL WOOD BUCKS ENGINEERED SEPARATELY FOR MAX. FASTENER SPACING) 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 1 1/8' MIN. 2. WOOD BUCK AND FRAMING (NOT BY LAWSON EDGE DISTANCE INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM o - .X•,ra, d a....v °a 1 1 4' MIN. - ' CAULKING NOT BY 'LAWSON AEMBEDMEN77 d' � s x 4. S EXTERIOR GRADE --/12 PERIMETER CAULKING NIP 1/4' MAX. SHIM SPACE (TYP) STUCCO OVER METAL LATH NAILED TO N14 S.M.S. W/ 1 1/4' EXTERIOR GRADE PLYWOOD SHEATHING MIN. EMBEDMENT INTO WOOD TO BE SPECIFIED BY ARCHITECT OR G.C. (SEE ELEVATION AT SHEET K2 (EXTERIOR FINISH BY OTHERS) FOR MAX. FASTENER SPACING) NOT BY LAWSON INDUSTRIES, INC. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • �� ,� N O ' . WW hBn zrn EXT. GRADE PERIMETER �' ^ o x `� O 6 CAULKING NOT BY 'LAWSON v q � s x SHIM SPACE S INDUSTRIES', TO SE APPLIED BY OTHERS (TYP.) i CTYPJ � CLEAR SILICONE ADHESIVEI' EXTERIOR 3imcT ��Z �z� BEDDING COMPOUND j INTERIOR 34 t; i EXTERIOR INTERIOR A 1 O W x ALTERNATE DETAIL Z i �' I LAMINATED GLASS , I �1 J W W� i10i; WOOD FRAME INSTALLATION DETAII, z 14 I 6 1 WINDOW INSTALLATION NOTES: y 3 j 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. 3 GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 20 9 ji� 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO 36 HI -RISE SILL- OPTIONAL BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK 2 + 26 FOR DP ABOVE +70.0 PSF BY OTHERS (TYP.) �Ij (+80.0 DP MAX.) f SEE DP CHARTS ON • WHEN THE CAP BEPWEEN THE WINDOW FRAME AND THE BUCK OR 26. I 32 t 3 j SHEETS K41 N5, 6 K6. MASONRY IS I.ESB THAN 1/8-, SHIMS ARE NOT REQUDIED. OI 13 ANCHORS NOTE: EXTERIOR GRADE ; :.. EXT. GRADE - '.a • • • - :' •AN(41DF?6 TO E N S Ot; yD. SCREWS INTO WOOD, OR TQPC%4f PERIMETER CAULKING ...: CAULK " •.. •t/4j @r PP CIVE CONC. FASTENERS INTO CONC., *WITH" I H•At MIYIMIW Oi I4/46 PENETRATION INTO WOOD OR • • • •Coat. R2EFER 90 LBORI! TABRES FOR QUANTITIES REQUIRED) :, 'iJ' 1,1/4' a a NAX. a SHIN SPACE ` 3 d A .. HIM SPAC a" a • • • d d; , `. (TYP.) v < (TYP.) ' /4LMI ^^ODIJL' T REVISGD . ��. EMBEDMENT "ao - A EMBEDMENT a e d A. eaprymg wilh the Florida i1Jm Code d , .� ''� • • • • • • na:cMacice Nn • E� irotlal Dam / • EDGE DISTANC • • • • • • • • • • • • P , • • • • • • • • • • OPTION P[Od4Ct { t I i. DE ❑. • • • • • • • • __-- - (((/ll ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 33ti�4 • �� ,� N O ' . WW hBn zrn �' ^ o x `� O v q � s x S 3imcT ��Z �z� 33ti�4 • �� ,� N O ' . WW hBn �r Cal 2X WOOD BUCKS - BY OTHERS (TYP.) #14 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) I' MIN. EDGE EXTERIOR WALL FINISH BY OTHERS (TYP.) STUCCO OVER METAL LATH NAILED TO - EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 1. ALL WOOD BUCKS ENGINEERED SEPARATELY L TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) 2. WOOD BUCK AND FRAMING (NOT BY LAWSON INDUSTRIES) MUST SUSTAIN LOADS IMPOSED BY THE GLAZING SYSTEM 1/4' E v — EXT. GRADE PERIMETER CAULKING NOT BY LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP) 30 31 8 8 22 � 21 , rJ LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCHS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LACKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. D GLASS SILICONE ADHESIVE BEDDING COMPOUND INTERIOR �f EXTERIOR 73' MAX. —WINDOW FRAME BUCK WIDTH - 74' MAX. —WINDOW FRAME FLANGE WIDTH - '10" WINDOW EQUAL LITE ( "OX" REVERSED ) I/4' MAX. SHIM SPACE (TYP.) O WOOD BUCKS A e. v 1• 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. .(SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) G } a 11/8' MIN. EDGE DISTANCE WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDGV FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP) • WHEN THE GAP BETWEEN TRE WINDOW FRAME AND THE BIWI6 0% • • • • • MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. • • • • • ANCHORS NOTE: • ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, PR •• • • • • • • • • • • ••• • • • • • • • • • 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., PRODUCT REVISED WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR cemPIYi4 � ft Flat><la CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) a. g.ild+n8 Qqn Ac.�faaf /�L4 • • • • • • • • pyc • • • • • • • • • • •,.Umn adc Pr uct ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • z Q a o am U w tr. b�•.�`r_. r � N O m EXT. GRADE CAULK — # 12 X 1 3/4' SMS, 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET #2 FOR MAX. FASTENER SPACING) SI,' MAX21 22 S HIM SPACE CE/ ' I (TYPE E - CLEAR SILICONE ADHESIVE PT. WOOD BUCKS m u e 34 BEDDING COMPOUND LAMINATED GLASS 4. m "mplying wilh the Florida 1/4' MAX. 33 EXTERIOR SHIM SPACE e u) G • • • • (TYPJ • e4cepianec No I 5 27 30 31 • n • • E. imeitxt Date r ; z ' 1/4' TAPCON W/ 1 1/4' r MIN. EMBEDMENT INTO CONC. ( _ �i o I y#€ = 12 • • • • • .(SEE ELEVATION AT SHEET #2 - __ .FOR MAX. FASTENER SPACING) 0 0 = .0 2 a i • •Munn' nde RUBuC(Cn•4o�' - - WINDOW INS7' T.T.ATION NO 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF 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 (TYPJ WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. ANCHORS TO BE #12 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) i O WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN -EQUAL LITE 3EDMENT' I a 1 1/8' MIN. EDGE DISTANCE 4 Q dr, EXT. GRADE (X) CAULK - •• ••• • • • • • •• . .. . . . . ... . .. ... .. . . . .. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REV1SE0 "mplying wilh the Florida Hupding Code • • • • • • • • • • • • e4cepianec No I • • • • • • • • E. imeitxt Date r ti z m y#€ • • • • • • • • • • •Munn' nde RUBuC(Cn•4o�' eti�il tti iif6+`pii f ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • p yS r ti z m y#€ eti�il tti iif6+`pii f , N LL £flys DESIGN LOAD CAPACITY S - OX or XO WINDOWS WINDOW Jamb H& S GlassTy "N' "2 GlassTy "B" (*2)1! GlassTy "C" .2 Glass T "D" ` 2 GlassTy e "E' (*3) Glass T "F" . 3 o WIDTH HEIGHT Anchors Anch + f + f + f + sf + sf + f „ c o z 24 24 3 3 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 $ 0 36 24 3 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 o 48 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 c „ z a o 60 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 $ 72 24 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.080.0 80.0 80.0 i , R w z 24 36 3, 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 S o = z 36 36 3 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 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 m a n o 60 36 3 6 65.065.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 Z o 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 +` 24 48 4 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 �o 36 48 4 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 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 1 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 O 2 z 72 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.080.0 80.0 80.0 N 24 60 5 4 65.0 65.0 65.0 65.0 a 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ^ Ul o a s 36 60 5 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 v 1 x 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 o 60 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 a 72 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 - '4 m 26.5 26 3 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 'n 37 26 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 x 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 3 6 65.0 65.0 _65.0 -65-0- 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 38.375 4 4 65.0 65.0_ 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 60.0 80.0 $ 37 4- 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 N R p 65 65.0 65.0 x'65. - 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0jq 1 74 38.375 4 8-1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 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 3 1 37 5 4 65.0 65.0 85'0' 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 153.125 50.625 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ' I. 74 50.625 5 8- 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 8 8 26.5 58 5 4 65.0 65.0 0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ' , f z Z m 37 58 5 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, y 53.125 58 5 6 1 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 f 74 58 5 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 ` " " ci " 26.5 63 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 37 63 6 4 65.0 65.0 1 65.0 65.0 70.0 70.0 • 8 .0• •080.0 80.0 80.0 .Will..""W'W.A 53.125 63 6 6 65.0 65.0 65.0 65.0 70.0 70.0 T0.0 • 70.0 • 89.0 • 80.0 80.0 80.0 �•`�� `,.. 3��y'� 74 63 -6 8 65.0 65.0 11 85.0 65.0' 65.0 70.0 - • r• • • •• • • • • •• •LL•b Notes (): IJ SEE SHEET • FOR GLAZING TYPES, DtCI'AE3 &SILICONECONE OPTIONS. ••• •'�i•1, O p� 2.) STANDARD 8DL USED ON WINDOWS WITH +70.0 DP AND BELOW N n N 1 (tV (WINDOWS WITH GLASS TYPES -A. B. C. h D7 "RODUODUCCT REVISFDng with ahe Florida S.) IR RISE BDL ARE FOR WINDOWS ABOVE +70.0 DP / // EE Dm!din3Code (WINDOWS RAO GLASS TYPES B. • r) AND +80.0 DP YAR. :// _SEEHlRISASDLDET/D. 'Bi' AT 3HECT B OF 10.% '��' • • • • • • • • • • ea �q�'/� E m. Daae 2022 Y4.) ADDAWONAL ANCHORS REQUDi® AT FRAME IDiAD •SHL ON • • • • • • � d WITH ABOVE SEE ON AT 8.) WDiDOWINDO19 WTTH DCLl9sjtip�70A.A. (C OR G INS1TALED ABOVE SOF[10) • • • • • • • • • • • • Lti.:'ni ede Prdact 0 8,,`, �Ylta7 a; s • 0 �`` IN THE HVHZ, TBQ LG. ER'TERIOR LITE SHALL HE TEMPERED. O ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 72 363 f0 -U 1 •e3OU0010 11 74 63 5 7 52.0 52 48 4 7 70.0 75.0 70.0 75 48 4 7 70.0 75.0 70.0 75 48 4 8 106.25 38.375 4 11 1 52.0 52 48 4 10 58 5 11 52.0 52.0 52 48 4 11 52.0 aa� _.38 3 52.0 52 60 5 7 58 5 i 11 52.0 52.0 52 60 5 7 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW 52.0 52 60 5 8 (WINDOWS WITH GLASS TYPES -E, & F-) AND +80.0 DP MAX. 52.0 52 60 5 10 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SRLL ON 75.0 52.0 52 60 5 11 30FT. • 52.0 52 26 3 7 80.0 80.0 80.0 80 .375 3 7 80.0 80.0 80.0 80 52 0 65.0 65.0 65.0 65.0 65.0 0 75.0 75.0 75.0 75.0 T5-. 7 52.0 0 65.0 .0 65.0 .0 65.0 .0 65.0 oo.v I f0 -U 1 •e3OU0010 74 63 5 7 52 52.00 79.5 26 3 9 52.0 79.5 38.375 4 9 52.0 79.5 50.625 4 9 52.0 79.5 58 5 9 52.0 79.5 63 5 9 52.0 106.25 26 3 11 1 52.0 106.25 38.375 4 11 1 52.0 106.25 50.625 4 11 52.0 106.25 58 5 11 52.0 106.25 63 5 11 52.0 111 26 3 11 52.0 aa� _.38 3 52.0 111 50.625 4 11 52.0 11 58 5 i 11 52.0 111 63 5 1 11 52.0 Notes (•i: 1.) SEE• SHEET 9 FOR GLAZING TYPES, DETAILS & SHJCONE OPTIONS. eTl 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES •A, B, C, & D•) ±.-enpi �yilgrno With the FlcrriJa ('w;duy Cbde 3.) HI RISE SIIL ARE FOR WINDOWS ABOVE +70.0 DP d 4�v (WINDOWS WITH GLASS TYPES -E, & F-) AND +80.0 DP MAX. 75.0 SEE HI RISE SUL DETAIL, 'BI" AT SHEET 3 OF 10. 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SRLL ON 75.0 WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 5.) WINDOWS WITH GLASS TYPES -A, C, OR G• INSTALLED ABOVE 30FT. • IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. • • • iJ`i( FtOQtKt Cn>ie 52 0 65.0 65.0 65.0 65.0 65.0 0 75.0 75.0 75.0 75.0 T5-. 7 52.0 0 65.0 .0 65.0 .0 65.0 .0 65.0 oo.v I f0 -U 1 •e3OU0010 45.4 p 51.0• 1••52.0 1 65.0 i 75.0 •• • • 75.0 O 00 N 75.0 • • • • • • • • • • • • ••• •• • • • •• ••• • • • ••• • • 75.0 j00 c PRO^piCLVEShD /., eTl ±.-enpi �yilgrno With the FlcrriJa ('w;duy Cbde o d 4�v 75.0 75.0 met • • • • • • • • iJ`i( FtOQtKt Cn>ie A' Y - in- .n *.1 i e • 7 75.0 75.0 75.0 L 75.0 O N 75.0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 7 75.0 75.0 75.0 L 75.0 O N 75.0 o 75.0 75.0 a x 75.0 0 75.0 j00 c 75.0 eTl 75.0 75.0 75.0 75.0 75.0 S . 75.0 75.0 i a €8 75.0 75.0 75.0 b fd m 75.0 75.0 $ S = 75.0 75.0&§ 75.0 75.0 'i o W 7 5.0 1 11 11 75.0 * o: ' o j DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Equal Lite (113-113-113) + / - Pressures (Pst) a FRAME SIZE #Jamb # H & S Glass Type "B" (* 2) Glass Type "C' (* 2) Glass Ty a "D" (* 2) Glass Type "E" (* 3) Glass Type "F" (* 3) Glass Type "G" (* 2) e c 0 WIDTH;. HEIGHT Anchors Anchors + psf - psf + psf - psf + psf - psf + psf - psf + psf - psf + PSI PSI° w y m 60 24 3 7 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 h E-� a V U 72 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ° C 84 24 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 7mpV z o 5.0 52.0 52.0 65.0 75.0 s o e ] 60 36 1 3 7 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 = i c w 72 36 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 Z 84 36 3 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 m s a p 60 48 4 7 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 o 72 48 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 i z �' r 84 48 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 xo 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 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 E 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 N 53.125 26 3 6 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 38.375 4 6 80.0 80.0 80.0 80.0' 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0a x S 53.125 50.625 4 6 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 58 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 53.125 63 5 6 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 W a mi 74 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 117� ; x 74 38.375 4 9 - - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 ►� 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 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 74 63 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 2 a Rg 79.5 26 3 9 80.0 80.0 80.0 80.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 bd 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 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 x m 79.5 58 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 �$ 79.5 63 5 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 8 ; 84 26 3 9 70.0 75.0 70.0 75.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 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 g A r 84 50.625 4 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 84 58 5 9 - 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 < m U W E S 84 63 5 9 - 52.0 52.0 65.0 75.0 55.0 • • A5.40 522.0 *e52.0 65.0 75.0 �Seeetaalaeat/r t A a3�a • • • • • • • • �� g ••••.,.�, °joP • • • • • ••• • O $n" Notes 1.) SEE SHEEP 9 FOR GLAZING TYPES, DETAILS k SILICONE OPTIONS. • • • • • • • • • � .c�i l,, +� 2.) STANDARD SBL USED ON WINDOWS WITH +70.0 DP AND BELOW • • • • • • • • • • i i� c,,v, 1 (WINDOWS WITH GLASS TYPES 'A, B. C, k D') \ /rA ••'' ..,r�' �\ PRODUCT REVISED 3.) HI RISE SILL ARE FOR WINDOWS ABOVE +70.0 DP �� \\� /�� u= rn: 00i 1g Ivith the Florida (WINDOWS WITH GLASS TYPES 'E, h F') AND +80.0 DP MAX. Cade SEE HI RISE SRL DETAL 'Bl' AT SHEET 3 OF 10. \' \� •%� • • • • • • • • nccePuxmc 1W� 1 -O O 4.) ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON • • • • • • •"cP'�`'it Cxtc L2 WINDOWS WI'Mi DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) • • •• • •"•. • • • • • • • • 5.) WINDOWS WITH GLASS TYPES "A, C, OR G' INSTALLED ABOVE SOFT. • • • • • • •t"Iiu"'i zde Pnduc3 Cearra •• ••�" IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. XOX -Equal 1Ste • • • • • • • j�'I'd9.liH@'' >d Li ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ALUMINl01 MULLION - SEE MU ION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. 3731 (ALUM. 0.078' MIN. THICK) E SAFLEX PVH by E4Stn•n CheMcel MASH DESCRIPTION I I CD, DRYAD. : THE LOWER PRESSURES OF — WINDOW OR MULL SHALL GOVERN H 6090' PLISTC INTERLAYER_ TROSIF0. PVH ■Y Kiroroy Anwk■, Inc 3 1/8' HEAT-STRENGHTENED GLASS17 LAIMATBD GLASS COMPOSITION - WIPE E Rod I SLASH DHSfJPTbNI ol IN lummun 1 IlAr HEAT-STRFNGH1rflED (LASS E 0.090' PLASTIC INTERLAYER .-� SAFIEY PVH ■Y 3 1/8' HEAT-STRENGNTEIEO GLASS ate, Es■tran Cher4cd ca LAMATED GLASS COMPOSITION - TYPE F nu I NIAn DpCRPI IN-- _DiTAda MAIM TIS DE CHP1101/ 1 I I/6' ANNEALED GLASS E #090' PLASTIC INTERLAYER e' -_� TRIISIf0. PVH by 3 1/ANNEALED GLIA nyA' Iric *D.EPTH 18 ONE OPTIONS'. W CORNOW 699 INNEEREHEAD 5731 INSULATED LAMINATED GLASS COMPOSITION TYPE A- 1111101 MAY BBSCCPIWO UREAO, LANGIATR DBSCRRNON I Ire' ANNEALED GLASS - - - -.. 1 E 0.090' PLASTIC INTERLAYER (3D) PERIUETER— RL 3 I1W ANNEALED GLASS = _ _ = SAFLEX PVR by SEALANT Eutwn Chenkel ca 1 1/4' I16LLATED AIR SPACE 5 Vr ANNEALED GLASS 00 W INSULATED LUUNATIOD Guns COMPOSITION TYPE C SPIN MASS B1tlOP19311 D1tTA6 1A MLLTt DEBCHIP" 1 LY ANNEALED GLASS E 6090• PLASTIC INTERLAYER ' ANNEALED GLASS _ _ ___ 7AOSbLL '.4 1/4' INALATEED AOR SPACE - - Ku y AM . 1- 5 '5 VB' ANNEALED GLASS 00 AeNA' INSULATED LAMINATED GLASS COMPOSITION TYPE G 170 MASS DHBaUM014 ' DRtlLL 1AIMIATR DocoarTon 1In' HEAT-STRENI HTENED GLASS.,. -L E (LOW' PLASTIC DITEILAYER � ,y°• 3 INH' NEAT-STRENGNIEIED GLASS TROSIfOL PVB by 4 1/4' INSULATED AIR SPACE __ .. ff Kv ernY Alwr'xu. Inc 5 I/6' ANNEALED GLASS (N A]4Y J1 p) V1 VITH GLASS TYPES 'A, C. OR G' INSTALLED ABOVE 30FT. IN THE KVHZ, THE IA EXTERIOR LITE SHALL. BE TEMPERED. GLAZING DETAILS AND OPTIONS _#12 X 3/4' S.D.S. FLAT HEAD, PHILLIPS. (SEE ELEVATION AT SHEET 12 FOR MAX. FASTENER SPACING ANC DP TABLES FOR QUANTITY) EXTERIOR GRADE— WINDOW FRAME PERIMETER CAULKING EXTERIOR ©2 FRAME MULLING DETAIL SEE MUWON APPROVALS ICOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SWILL GOVERN 1/4' MAX. / 12 S.D.S. X 1 1/4' L qSHIM (SEE ELEVATION AT SHEET /2 [OR Iff FOR MAX. FASTENER SPACING) —N—"WINDOW FRAME NOTE: 1. ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy - 36 KSI MIN. (STEEL 18 GA MtN. THICK - 0.048•) B) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078• MIN. THICK) METAL STRUCTURE ATTACHMENT DETAI HS -8700 FLANGE FRAME WINDOW HILL OF MATERIALS ITEM / PART / REQD. DESCRWTION R01ARI3 1 L-7703 I FRAME HEAD 6063-T6 ALUMINUM 2 L-8701 I FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXD, JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM 5 L-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM 6 L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 L-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM 8 L-7706 I VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS REQ'D. GLAZING BEAD < 3/8' ) 6063-T5 ALUMINUM 12 FS -006 AS REQ'D. FRAME ASSEMBLY SCREWS #8 X 3/4' PA. PHILLIPS 13 FS -040 AS REDD. INSTALLATION SCREWS #14 SMS F.H./PHIL. 14 L-7531 AS REWII VINYL BULB 1/4' DIA. BULB #3033 15 PWS -003 AS REQ'D. FIN SEAL WEATHERSTRIP ,187' w x 230' h 16 PWS -005 AS REG'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PWS -009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711AS REQ'D. GL.AZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PWS -001 AS REO'D. PILE E GLAZING BEAD .187' w x .150' h 20 Is Is Is Is 21 L-7539 1 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC -057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 Is 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS -041 2 SILL RAIL ASSEMBLY SCREW #8 X 2 1/4' P.H./PHIL. 26.1 HC -044-1 2 WEEP FLAP L BAFFLE 26.2 HC- 1 X WEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 HC -040-1 2 SASH ROLLER L HOUSING ■ 28 HC -026-1 1 SCREEN FRAME 6 MESH ■ 29 ■ 1 ATTACHMENT SCREW 2 CLIP #B_X 5/8' S.D.S. 30 HC -058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC -059-1 2 VENT SWEEP LATCH DIE CAST METAL 32 L-8830 I X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 ■ 2 LAMINATED GLASS See Deto#s # LA. of sheet 9 34 ■ AS REQ'D. GLAZING SILICONE See DetoRs R L.H. of sheet 9 35 L-8301 1 FRAME SILL 6063-T6 ALUMINUM 36 L-8302fi 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 37 OPTIONAL REQ'D. COLONIAL FALSE MUNTINALUMINUM38 SM -5504 REO'D. JOINT SEALANT 39 REO'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL 03 O to O q m b rn T nT m Cy\ i • .......... •64•• • • • • • • • O 0 q m p n }e W M F • • •••U. • • • • PRODUCT P.EVISGD p IN Z 0 S qq y c compi0og with the Florida(et4i W Q ONpSIS. � M Cry � o • _ tJ Mi F O r V '• _ • • 0:0 • • 1 • • • • • • • • • • pirntio tc DH FTy� •• •• • • w • • O"'0222 • • A. r �•, o A4inn)i ade Product Co eN a!+�. "•' Q 9��,,� • p°f , • • • s A • • U CIO , lrit oil"I cn CA • •• •• • • • •• Cy\ i • .......... •64•• • • • • • • • • • • • • • • • • •••U. • • • • PRODUCT P.EVISGD 1,Q 0 Q IN S qq y c compi0og with the Florida(et4i W Q • •• •• • • • •• • .......... •64•• • • • • • • • • • • • • • • • • •••U. • • • • PRODUCT P.EVISGD 1,Q 0 Q c compi0og with the Florida(et4i W Q ffinli NSCode AccepluIce Nto I��O Q • _ tJ Mi F O r V '• _ • • 0:0 • • • • • • • • • • • • • • • pirntio tc DH FTy� •• •• • • w • • • • • • A. • • :0. • • • • A4inn)i ade Product Co eN a!+�. "•' Q 9��,,� • p°f , • • • s • • • • • • e , lrit oil"I At: FRAME HEAD L-7703 Oi2w—I O 2643 L62 FRAME VENT JAMB L-8703 Ld0° LSE 2643SILL SILL TRACK L-8702 Lyi O IEBS _FPAUE t O FRAME TOP CORNER \ FRAME KNT TOG PAL3 J O O FRAME BOTTOM CORNER .NE MEEn AH VENT TOP CORNER u �\ ER•E a�� \ VENT �•un R r .\ \ \ VENT LOCK RML yK c c io b 4 ?3 n l y H o RI n O i r o R d '2 D O O a J A Z E d a p�aga F.i O a x � z y tj N 04 00 A x 0 C> o o m RETAINING CUP L-8705 L,66 FRAME SILL L-8701 O 237, L62 2533 FRAME HR SILL L-8301 35 7, � ESss 19 SulRETAINING L-8 L-8302 36 pySB CLIP VENT SPRING LATCH L-7539 � 2 7 L233 A" 1 4 Sam 9pTmm FRAME SILL (MEETING RAIL �•� ca, O VENT BOTTOM CORNER i FRAME & SASH CORNER ASSEMBLY DETAILS° VENT INTERLOCK RAIL L-7705 2,62 2,063 1L7s FRAME FDZED JAMB L-7701 .� 2531---I � � r � 8 i $ i _ VENT TOP/BOTTOM RAIL L-7707 O6 1373 j VENT JAMB RAIL L-7708 g O 2,,30 LEJS 2 .06E F - MEETING RAIL L-7777 04 O I ,per sEn I L7B 1� SILL ANCHOR CLIP L-8830 32 EL9, 1 i i 27W •• ••• • • GLAZING BRAD •• L-7708 • • • • i 1 _�i • • • • • • •• • GINZWG SEA& • • • L -W61 • • • • • • • • • B • • • • • • • • I • • • • �.,• • • • • • • • • • oucr aso'15:=D < m IYiRB with the Flmicla 61u1 i 8 C.& ne<&Ptan&cru t<pimtioa Dale MiamDede Profile aaatl�FFN�� aaat .0 `' 3sl �� 9,••••••• Nj�S� N Q, C): ..y �i Ali �� f4aaF aacaaN�` a ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMFD�ADE 1'S'i �L = DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION LYOM.CE-0,F-&CCEJ'TANCE (NOA) Lawson Industries, Inc. 8501 NW 90`s Street Medley, FL 33166 M 4MI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street Room 208 T (786) 315-2590 F (786) 3I5--2599 www.mia m idade.sov/eco no my . • SCOPE: ...:.. .... ...... 00000 - This NOA is being issued under the applicable rules and regulations governing tbA 44se of ronstxuction : • • • • materials. The documentation submitted has been reviewed and accepted by Mia ft6DAe CALL 7 SER— • • ; • • Product Control Section to be used in Miami—Dade County and other areas where aliovmd• by thp •AqA%ority • • • " Having Jurisdiction (AHJ)_ • 00 go *000:0 This NOA shall not be valid after the expiration date stated below. The Miami—Dade f btOtj= Product Control • • Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami—Dade Cbuntyf reser;a tke -right , • • • • , to have this product or material tested for quality assurance purposes. If this product or rirxatertal failsto g@rform ...... in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may irhA"tttely 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 Velocitv Hurricane Zone. jDESCRIPTION. Series "420016200 Ftange—Frame" Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No. L4200-6200-1201 Rev C, titled "Series -11200-6200 Flange-� Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and Expiration date by the LMISSILE UIPACT_RATING:.Large and Small Missile_Impact.Resistant� Limitations: 1. See Design Pressure (DP) VS Window sizes and glass types in sheet 4. 2. See glass types in sheet 3. The monolithic .lite in insulated laminated glass is oriented at exterior side and require tempered glass, if used at 30 ft above the grade. 3. When an approved impact resistant mullion attached to combine window units, lower DP will apply to entire assembly. LABELING.: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami --Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0531.05 and consists of this page 1 and evidence .pages E-1, E-2, E-3 and E-4, a '— IM-apptovg'doccGtnentZnentiwed bove. The submitted documentation was reviewed by Ishaq L Chanda, P. E. NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2G18 age i Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files . . .... ...... A. DRAWINGS • ...... .... ...... 1. Manufacturer's die drawings and sections. • (Submitted under NOA No. 1'2- 0307_06) 2. Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange; I�me Impact FixeA:..' Window", sheets 01 through 05 of 05, dated 02/21/12 with revisiO.'O" dafed Wl2/l?,-• • • - prepared by manufacturer, signed and sealed by Thomas J. Sotos, I:.•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 an arch- and a rectangular fin - frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HET142-4010 and HETI-11 3363, both dated 03/05%12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA No. 32-0307.06) 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 rectangular-, a circular arch - and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI49- 2582, dated 07/10/09, HETI-09 2580 and dated 07/10/09, all signed and sealed by Candido F. Fent, P. E. (Submitted under NOA No. .1 2-0307.06) 3. 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 rectangular fin - frame fixed window, prepared by Hurricane Engineering & Testing, Inc_, Test Reports No.'s BETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09 2585, dated 07/10/09, RETI-09 2581, dated 07/10/09 and IIETI--09-2579, dated 07/10/09, a1 signed and sealed by Candido F. Font, P. E. (Submitted under NU.4 No. 12-0307.06) 4. 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 rectangular fin - frame fixed window, prepared by Hurricane Engineering ,& Testing, Inc_, Test Reports No.'s HET143-1778, dated 01/30/03, HETI43-1779, dated 01/30/03 and HETI-03-1776, dated Ol/30/03, all signed and sealed by Rafael Droz-Seda, P. E_ (Submitted under JVOA No. 03-032 Tshaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212-13 Expiration Date: August 22, 2022 Approval Date:. February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 9999 B. TESTS (coNTINUED) • • •' • 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-9A ... ' ....• • • • • 2) Cyclic Wind Pressure Loading per FBC, TAS 29344 • along with marked -up drawings and installation diagram of a rectaMlllu-, a &maul r arch 9999. and an elliptical arch fin -frame fixed window, prepared by Humca e Engineering �;..' 9999. Testing, Inc., Test Reports No.'s HETI43-1777, dated 01 /30/03..EXTI-03-.1773A and• • • • - dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and veqeSl by Rafael Droz- 0 . Seda, P. E. •••••• 9999.. (Submitted under NDA No. 03-0327.11) � � � "• "' 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 09:006 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 a .circular arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI- 02-1215, dated 04/08/02 and HETI41-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. (Submitted under NDA No. 02-0701.01) 7. 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 rectangular-, a circular arch- and rchand an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1158, dated 04/08/02, HETI41-1103, dated 02/12/02 and IIETI41-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted under NOA No. 02-X701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 12-0307.06) 2. dazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). k. C bt 4 �,z-\— Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE. EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for them • "Trosifol® Ultraclear, Clear, and Color PVB Interlayers" dated 0JAV/17, expRing orf 07/08/19. •' • ` ......00....... 2. Notice of Acceptance No. 14-0916,11 issued to Kuraray Americ4.3Y�c, for thet..a.. "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expix4g on 07/04/4 8. 3. Notice of Acceptance No. 14-0423,15 issued to Eastman ChemicaiCempa�ay (MA) for":". their "Saflex CP-Saflex and Saflex HP Composite Glass Interlh :with YEW tore"::;; dated 06/19/14, expiring on 12/11/18. F. STATEMENTS . . . . ...... 1. Statement letter of conformance to and complying with FBC 511 E;Iitioa (2014) issued by • • • manufacturer, dated 05/23/17, signed and sealed by Thomas J. Sotos, P. 2. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 12-0307.06) 3. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, HETI-09-2612, dated 09/02/09, HETI-09-2586, dated 07/110/09, HETI-09 2584, dated 07/10/09, HETI49-2582, dated 07/10/09, HETI49-2580, dated 07/10/09, HETI49- 2613, dated 09./04/09, RETT-09 2611, dated 09/04/09, HETI-09-2585, dated 07/10/09, HETI--03-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0307.06) 4. Laboratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, B ETI 11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03--1779, dated 01/30/03, EETI43-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, BETI43- 1774A, dated 01/30/03 and HETI43-1774B, dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA's No.'s 1-7-0307 G. OTHERS 1. Notice of Acceptance No. 14-0908.18, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - I..1l1.1.", approved on 12/11/14 and expiring on 08/22/17. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. L4200-62WI201 Rev C, titled 'Series -4200-6200 Flange -Frame Impact Fixed V,`indow", sheets 01 through 05 of 05, dated 02/21/12 last revised on NOV 21, 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E, prepared by manufacturer,signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6th Edition) code compliance. Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 17-1212,13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBINUTTED B. Test .... 1. None. •••• •••••• C. CALCULATIONS •••••• •••• •••••• 1. None : "": • •, .... . ..... • D. QUALITY ASSURANCE ...... . . • ..... 1. Miami Dade Department of Regulatory and Economic Resources (RE R� • • • • • • • • • . . . . ...... E. MATERIAL CERTIFICATIONS ••"�• 1. None. • • • • ' F. STATEMENTS 1. Statement letter of conformance to BC 2017 (6tb Edition and 'No financial interest" dated 11/17/17, prepared by the manufac ez, ssignedandsealed by Thomas J. Sotos, P.E. 2. Statement letter dated 01/22/18 of the -editorial drawing changes issued by Lawson Inc, signed by Nelson Erazo, Senior design engineer. G. OTHER 1. This NOA revises # 17-0531.05, expiring 08/22/22. i /- 1:qt-a.:� l lam_ k,•s f, �t.:� e. Ishaq I. Chanda, P. E. Product Control Examiner NOA No. 17-121213 Expiration Date: August 22, 2822 Approval Date: February 01, 201-8 E-4 P6' MAX. TYP. AT CORNERS /NONlC r RLYM� Y Tris► flit illt�l IDiAI•R Qti• ANleepure N• 17- f 21 z . 13 �d n•DAY CtNMnI AL ELEVATION EXT. L INT, FALSE COLONIAL NUNTINS ARE APPLIED V/ TESTED UNIT W/ SILICONE AND ARE NOTE: AVAILABLE AS OPTIONAL. MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J. K AND L. - SEE WDYDOW9 AR L.M. IMPACT' DESIGN LOAD CAPACITY TABLES ON SHEET 4 UMI-DADE COUNTY APPROVE FOR SIZE LIMITATIONS OF EACH GLASS TYPE. SHUTTERS NOT REQUIRED General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014 -5th Edition & 2017 -0th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09, THIS PRODUCT IS IMPACT sRESISTANT (SHUTTBR.S-NOT=REQUIRSD)� 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 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 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET /4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES "B. C. F, OR G" INSTALLED ABOVE 30It. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-Chapter 24 Section 2411.3.3.71. f `FOFl`OPTION71>'Fl 1N91Xt1�TtQt7`�ETSi1L4� 9P�iE �2 & 6. B.) EXT. & INT. FALSE COLONIAL 11UNTWC ARE OPSONAL k AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONfV Wft: CDN(" 4USI tt PRftURE TREATED AND ANCHORED (BY OTHERS), PRIOR 80 WW06W INSVII.AIRON. {SBE SHMET p2 FOR DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FRIED WINDOWS WITH OTHER TYPES OF MUM[-DADE COUNTY APPROVED PRODUCTS USING A MIAMI -D 0 �jTY APP OVE fL[ON IIS pETgEN ARE ACCEPTABLE BUT THE LOWER DESIGN )' SU FROM 'R •WIT WS OR j101ZIOil ARPROVAL WILL APPLY YO THE ENTIRE MULLED "STEM. • • • • • • • 12.) SEE SHEET ,y 66FOR MUlL10NOETAL ATTAICHMBNTOETNIII &•OPTIONS. • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • v N * L, (qA o WINDOW TIE WINDOW NE IGHT : HEIGHT WINDOW!_ WINIXIV L LEG NT. viDTH VIDTX O IAMR-RO ILINNn 1 NATION L -""'OV HALF-RQINO T1'P .AI ET NA710N ARCHED WINDOW 4iDTH PICTURE WINDOW WINDOWXEt0 WINDOW HE� WINDOW HEIGHT WINDOW Lv_im� Y_ HEXAGON TYPICAL ELEVATION WINDOW WIDTH RE TA . 1 AR TYPICAI ELEVATION WINDOW VIDTX SQUARE PICTURE WINDOW NATION WINDOW HEIGHT WINDOW HEIGHT LL WINDOW HEIGHT H,. vINDDv L VTDTM FULL lI D AI WINDOW WIDTH J R IYPI ELEVATIQ RFMAN.I AR TYPICAL EINATION VMDOV VimN SQUARE PICTURE WINDOW ELBATION WINDOW NFO E[ WINDOW HE o+t t LEG NT. WINDW NEIGl1 WINDOW WINDOW WIDTH OVA. TYPII'AI Fl NATION LEOGE� EYE BROW ELEVATION WINDOW V10TH QUARTER -ROUND EL NATION WINDDV HEIGHT L ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED VINDW NEIGH BY INSCRIBING PICTURE MNDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROTN06E�SHAPE& PRO -ADM PERIMETERWI�TH WINDOW WIDTH FASTENERS ARE AS DESCRIBED HEREIN OCTAGON TYPICAL ETNATION 'ELIIPTICA" TYPICAA ELNATION FOR SIE AND. SP P6' MAX. TYP. AT CORNERS /NONlC r RLYM� Y Tris► flit illt�l IDiAI•R Qti• ANleepure N• 17- f 21 z . 13 �d n•DAY CtNMnI AL ELEVATION EXT. L INT, FALSE COLONIAL NUNTINS ARE APPLIED V/ TESTED UNIT W/ SILICONE AND ARE NOTE: AVAILABLE AS OPTIONAL. MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J. K AND L. - SEE WDYDOW9 AR L.M. IMPACT' DESIGN LOAD CAPACITY TABLES ON SHEET 4 UMI-DADE COUNTY APPROVE FOR SIZE LIMITATIONS OF EACH GLASS TYPE. SHUTTERS NOT REQUIRED General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014 -5th Edition & 2017 -0th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09, THIS PRODUCT IS IMPACT sRESISTANT (SHUTTBR.S-NOT=REQUIRSD)� 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) . 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 6.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES, AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN; (SEE SHEET #3 FOR GLASS TYPES AND SHEET /4 FOR MAX. DESIGN PRESSURES). 6.) WINDOWS WITH GLASS TYPES "B. C. F, OR G" INSTALLED ABOVE 30It. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-Chapter 24 Section 2411.3.3.71. f `FOFl`OPTION71>'Fl 1N91Xt1�TtQt7`�ETSi1L4� 9P�iE �2 & 6. B.) EXT. & INT. FALSE COLONIAL 11UNTWC ARE OPSONAL k AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONfV Wft: CDN(" 4USI tt PRftURE TREATED AND ANCHORED (BY OTHERS), PRIOR 80 WW06W INSVII.AIRON. {SBE SHMET p2 FOR DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FRIED WINDOWS WITH OTHER TYPES OF MUM[-DADE COUNTY APPROVED PRODUCTS USING A MIAMI -D 0 �jTY APP OVE fL[ON IIS pETgEN ARE ACCEPTABLE BUT THE LOWER DESIGN )' SU FROM 'R •WIT WS OR j101ZIOil ARPROVAL WILL APPLY YO THE ENTIRE MULLED "STEM. • • • • • • • 12.) SEE SHEET ,y 66FOR MUlL10NOETAL ATTAICHMBNTOETNIII &•OPTIONS. • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • v N * L, (qA o 814 S.M.S. W/ 11/4' MIN. EMBEDMENT INTO' WOOD. (SEE ELEVATION AT SHEET R1 FOR MAX, FASTENER SPACING) Dim SPAM INTERIOR INTERIOR FINISH NOT 8Y LAWSON INDUSTRIES. [ i EXT, GRADE BACK BEDDING TO BE {FRAME IED FLANGE BY INSTALLER (TYP) ALL WOOD BUCKS IN CONTACT WITH CONCRETE - (NOT BY LAWSON IND.) TO BE PRESSURE TREATED L TO BE REVIEWED BY BLDG, OFFICIAL (TYP.) (SEE GENERAL NOTES AT SHEET NU EXT. G CAULK 814 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 81 FOR MAX. FASTENER SPACING) SILICONE ADHESIVE 10 BEDDING COMPOUND INTERIOR r LAMINATED GLASS "" EXT. GRADE © EXTERIORO ArrMn.tCAULK. -AVW,vAvwrv�A+wvwvAVAr ' I EXTERIOR GRA «�«�«i«.««««µ.««. � j' EXTERIOR PERIMETER CA �,(•}.(�; ;�,:7'`tiI EXT. GRADE PERIMETERPERIMETER FRAME WIDTH 'LACAUWSON NOT BY TO BE PLIEDINDUSBY OT C JAM (T HE APPLIED BY OTHERS (TYP.) I' MIN. 814 S.M.S. W/ 1 I/4' 1/4' TAPCON W/ 1 1/4' STUCCO' DYER METAL LATH NAILED TD DOE DIST MIN. EMBEDMENT INTO WOOD. MIN. EMBEDMENT INTO CONC, EXTERIOR GRADE PLY SHEATHING (SEE ELEVATION AT SHEET 81 TD BE SPECIFIED BY AR[MTE[T OR GG (SEE ELEVATION AT SHEET 81 (EXTERIOR FINISH BY DIMERS) FOR MAX. FASTENER SPACING) FOR MAX. FASTENER SPACING) SOT BY LAWSON INDUSTRIES, INC EXT. GRADE 11/8' MIN, CAULK 1 D WOOD FRAME INSTAT.LATION D .TAIL 1 I/4' MIN. >' • . Y ; EMBEDMENT WINDOW INSTALLATION NOTrS- 1. THE WINDOW FRAME FLANGE TO BE HACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) 3. WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN. 4. CONCRETE COMPRESSIVE STRENGHT = 2Ksl MIN. •WHEN THE CAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN t/B', SH14S ARE NOT REgUMED, DRS TO BE M14 SMS OR WD, SCREWS INTO WOOD, OR ITW BUILDEX TAPCONS or APPROVED CONIC, , FASTENER CONCRETE (2KSI MIN% WITH A MINIMUM OF 1 1/4' TRATION INTO WOOD OR CONC. AT 12' D.C. MAX. a TAPCON YIELD STRENGTH{ Fy=IOOKsI ULTIMATE STRENGTH: Fu=125Ksl O EXTERIOR GRADE - PERIMETER CAULK: P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS i/4' MIN. _MBE,DMENT 4r d: 7F_ 0 • SILICONE ADHESIVE 3 [j BEDDING COMPOUND 22 EXTERIOR Lt�W�JI� INTERIOR 4' MAX. Z SHIM TYP 10 LAMINATED GLASSFWOUCf Aram • • • • : t • • mwith IBe Ndlc • • •�•� Agap4esm No 12 -/Z/F.• I z EWERIO'R i6MDE 1 • • • • F.alirRlb•ABh 1 12?- PERWETER 4AULWN • : I, n�-". �.. ` • • • • • ! /ROM CB1 4. • • • H d MBEIMIEN&, 1 • • ••• • ;p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,PT. WOOD BUCKS b � I ' 1/4' TAPCON W/ 1 1/4, MIN. EMBEDMENT INTO CONC. OD m , A (SEE ELEVATION AT SHEET 81 FOR MAX. FASTENER SPACING) C ^ aOof i J O d• 2iY 1 L4' MIN. I C 2 i rp N N ♦ ,':.. 1 1/8' MIN. m '. EDGE DISTANCE 1 P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS i/4' MIN. _MBE,DMENT 4r d: 7F_ 0 • SILICONE ADHESIVE 3 [j BEDDING COMPOUND 22 EXTERIOR Lt�W�JI� INTERIOR 4' MAX. Z SHIM TYP 10 LAMINATED GLASSFWOUCf Aram • • • • : t • • mwith IBe Ndlc • • •�•� Agap4esm No 12 -/Z/F.• I z EWERIO'R i6MDE 1 • • • • F.alirRlb•ABh 1 12?- PERWETER 4AULWN • : I, n�-". �.. ` • • • • • ! /ROM CB1 4. • • • H d MBEIMIEN&, 1 • • ••• • ;p ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAMINATED INSULATED GLASS COMPOSITION TYPE B DESCRIPTION DETAIL _ _ :___ •nr 1/8' ANN GLASS 0.090' SAFLEX PVH by. Eastman Chemical Ca p'.1". 1/8' ANNEALED GLASS 1/4' INSULATED AIR SPACE I/8' ANNEALED Dft TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE C ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED CLASS 2 0A90' SAFLEX PVR by. Eastman Chemical Co. .� -�/�• 6 3 1/8' ANNEALED GLASS == -rA F. uw 4 1/4' INSULATED AIR SPACE PZ - -- =-- 5 <r) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRIPTION DETAIL 1 I/8' HEAT-STRENGHTENED GLASS 1 ` 2 0.090' TROSIFOL PVB by. Kuraray America, Inc. ® ,V.-J,s 3 1/8' HEAT-STRENGHTENED GLASS 4 I/4' INSULATED AIR SPACE •� = - _ _ _ _ _ 111 aaw ........... S (r) 1/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEM DESCRIPTION 3ns'.ac-_ccc -L -,P//•' r - I 1 1/8' HEAT-STRENGHTENED GLASS 2 0A90' TROSIF13L PVB by. Kuraray America, Inc. 3 1/8' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE 5 (r) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION DBTAIL 1 3/16' NEAT-STRENGHTENED GLASS 2 0,090' TROSIFOL PVB by. Kuroray America, Inc. 3 3/16' HEAT-STRENGHTENED GLASS 4 1/4' INSULATED AIR SPACE 3 3/16' TEMPERED GLASS - 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. AQ WINDOWS WITH GLASS TYPES "B, C, F, OR G- INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). GLAZING DEPTH GLAZING DEPTH LAMINATED/ INSULATED GLASS TYPICAL GLAZING DETAIL 5 18 LAMINATED GLASS COMPOSITION - TYPE A SILICONE OPTIONS'. I CD, DETAIL DOW CORNING 899 'a:=:,r c ❑ c = -_ SCHNEE-MOREHEAD 5731 z [ 13 2 NA D GLASS COM OSI N - E TREMCO SPECTRUM 2 LAMINATED LAMINATED INSULATED INSULATED GLAZING DEPTH GLAZING DEPTH LAMINATED/ INSULATED GLASS TYPICAL GLAZING DETAIL 5 18 LAMINATED GLASS COMPOSITION - TYPE A ITEM GLASS DESCRIPTION I CD, DETAIL 1 1/8' ANNEALED GLASS 2 0.090' TROSIFOL PVH by. Kuraray America Inc. 2 0.090' TROSIFOL PVB by, Kuraray America, Inc. I, [ 13 2 NA D GLASS COM OSI N - E 1/8' ANNEALED GLASS==ca4r 5 18 LAMINATED GLASS COMPOSITION - TYPE D ITEM GLASS DBSCRUPTION - DETAIL ' 634p 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' TROSIFOL PVH by. Kuraray America Inc. 3 1/8' HEAT-STRENGHTENED GLASS [ 13 2 NA D GLASS COM OSI N - E ITEM GLASS DESCRIPTION DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 2 .090' SAFLEX PVB by. Eastman Chemical Co. ' 3„6 3 1/8' HEAT-STRENGHTENED GLASS 2 0.090' TROSIFOL PVB by. Kuraray America, Inc. 7 18 LAMINATED GLASS COMPOSITION - TYPE H ITEM GLASS DESCRIPTION DBTAII. 1 3/16' ANNEALED GLASS 2 0.090' SAFLEX PVB by. Eastman Chemical Co, /16, r__-,a.:__-_,_� 101 V 3 3/16' ANNEALED GLASS COMPOSITION - TYPE I ITEM GLASS DESCRIPTION Drum a 3n6 . TcDj IF 1 3/16' ANNEALED GLASS 2 0.090' TR13SIF13L PVB by. Kuraray America Inc 3 3/16' ANNEALED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE J ITEM GLASS DESCBIPTION D.. 1 3/16' HEAT-STRENGHTENED GLASS a 0.46* 2 0.090' SENTRYGLASS by. Kuraray America, Inc. 3 3/16' HEAT-STRENGHTENED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE K ITEM GLASS DESCRIPTION DETAIL as O .o ,b pl hh 1 3/16' HEAT-STRENGHTENED GLASS 3/16,1 _-- - =OAL 2 0.090' TROSIFOL PVB by. Kuraray America, Inc. a a+l 60 3 3/16' HEAT-STRENGHTENED GLASS • • • i • SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 a911! LAMINATED MONOLITHIC SING STOP ® CIRCULAR WOWS. LAMINATED 3 LAMINATED 4 MONOLITHIC MONOLITHIC a600' 0.600• GLAZING DEPTH GLAZING DEPTH 2 LAMINATED MONOLITHIC SILICONE OPTIONS' DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 Q600'--•f—•--� GLAZING DEPTH • • • •• •• • • • • ••• • ••• •• • • • •• waolwcraEvweP Y ./Vi•N! 1�e lI0�W A66*6mNN.I -rzl2• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O as O .o ,b pl hh M tb Ga; J O mid R a $ to p e O b V to ? O O C11 e y `1�1J 1 � W 35" 48., 60" 72" 84" H 4200-6200 FIXED IMPACT WINDOW COMMODITY SIZES CHART DESIGN LOAD CAPACITY - PSF WINDOW DIMS. I GLASS TYPES WIDTH in. LENGTH M. A _"D +/• "DP B --. +1• DP C ..I.- t/- DP D - r/. DP E */• DP F +l• DP O rl- DP H +l- DP 1 +l• DP J +/- DP K +/. DP L +/- DP 141/8" Be 1 68 86 68 65 68 68 68 68 78 65 68 26.1/2' 68 1 6868 68 65 68 68 68 68 78 65 68 37' 26" 88 Be Be 68 65 68 68 SB 68 76 65 68 48' 68 6889 68 65 68 Be ee 7e 65 68 531/8" 88 68 68 68 65 68 88 fie 68 78 65 68 tBtlB' 68 Be e8 �88 68 ti¢_ 68 68 68 78 6 68 26.12" 68 ee 68 6s 8e 66 68 S6 78 65 68 37" 48" 38.318" 68 68 69 68 65 0 68 68.2 SU 78 65 68 86 68 68 68 65 68 68 63.8 63.8 78 65 1 68 531/8• 66 88 60 68 63 as 68 63.8 63.8 76 65 68 19-118" 88 68 68 66 65 66 68 68 68 78 65 68 2b1/7' 68 BB 68 68 6568 68 88 65 78 65 68 37" 50-518" 68 68 B8 68 85 8e 68 68.2 88.2 78 85 68 48' x x x 68 65 68 66 x 51 78 5 08 53-IIW x x x 68 65 66 68 x x 78 65 68 19-1/8" 68 68 Be 68 65 68 68 68 76 65 68 26.1/7 37' 58' 66 68 fig 68 65 1 68 68 68 68 78 65 68 68 68 68 68 65 SB 68 x 66.2 78 65 68 ' 53118" xx x Be 65 SS 68 x x 78 65 68 x x x x 65 x x x x 76 65 Be 19-1/6" 28.112" 68 68 68 68 65 Be 68 60 68 78 BS 65 66 68 68 68 65 68 68 68 68 78 65 37' 63' x x x 68 65 68 88 x 68.2 78 65 68 48" x x x x 65 68 x x x 78 65 88 33118" x x x x 65 x x x x 78 65 SB 19.1!8" 68 Be 68 68 65 68 68 Be 68 78 65 88 26.117 _ 88 68 68 6g 65 68 68 x 68 78 85 66 37" 74' x x x 68 65 68 68 x x 78 65 68 48'x x x 65 % x x x 75.6 es se 53118" x x x x &S x x x I x 72 65 Be 13118" 68 68 68 68 65 68 68 68IX 78 85 60 26.1/7 8e Be 69 68 65 68 68 x 78 65 68 37" 74.1/4' x x x 68 65 68 68 x 78 65 e8 48' x x x x 85 x x x 75.2 58"x x % x 65 % x % 71.6 65 66 w w o e� 6B dotes (*): xx x asg x x x 85 x x I x x 1 74.7 1 65 68 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 65 x x 7 68 )K 2.) WINDOWS WITH GLASS TYPES "B, C, F. OR G" INSTALLED x x x g6 x x x x 74.7 65 68 ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). W •• ••• • • • • • •• • • • • • • • • • FRODUCf RM:VISBD L • • • • • • • • • uWi•RCa4 T"H J • moi• •• • • • •• 41t IZ •1 -1v"rf-4-7- _::zLZJ .. • .• - WIDTH AND LENGTH DILIENSONS CIN BE 0� • • • • • - VERTICALLY OR HORIZONTALLY AS SHOWN ABODE. • • • • • • • • • • ro 2 a 1 a =N WINDOW FRAME EXTRUSION D TAI a 2.643 1.281 .78T1 .062 TYP 281 "j .310 391 .808 —t i 7YP, L .773 F-1.5 � 09 - �1 FRAME HEAD/SILL/JAMB s , 2 GLAZING STOP (5/16" GLASS) 310 .850.040 _.j. .272.050 .8 250 ��.040 j TYP. �- .773 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) (3/8" & 13/32" GLASS) • 310 050 .850113 —� .050 TYP. — .050 •9 2 050 .0 2 TYP. 5 684 6 .800 INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS INSULATED GLAZING STOP W/ 7/16" LAMINATED GLASS 050 TYP.�u_� • • Bae - O .466 ---moi 00. 90' BUTACITE P V X_.,.y An by, Ice, IDG GLAZING STOP (CIRCULAR WDW.) • • • 1. ALL STEEL IN CONTACT WITH SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION - 1/ uNF I i nr HERO RECT. OR SQUARE WINDOWS �IRCI�t� WINDOWS TYPICAL CORNER CONSTRUCTION ION OOR MRER CORNERS O 2 � fEL.ME RADIUS JOINT FRAME END CORNER .FP-AM.FP-kME CORNER & JOINT DETAILS SEALANT, FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE mmucrunim am OmpCft wm tb rk"QL A Aetepliyt0 No I i- 2 J2' 13 �cra % (ALUM. 0.078' MIN, T'81 -'K) SEE MULLION APPROVALS FOR f 12 X 3/4' S.D.S. MULLION TYPE, SIZE AND MAX. NOTE: THE LOWER PRESSURES OF FLAT HEAD, PHILLIPS, DESIGN PRESSURE UM(TATIONS. THE WINDOW OR MULL SHALL GOVERN --- AT 12' D.C. MAX. INTERIOR NOTE: THE LOWER PRESSURES OF ••• i • • • 1/4' MAX. THE WINDOW OR MULL SHALL GOVERN • • SHIM INTERIOR s , O / 12 S.D.S. X 1 1/4" L. • • • • AIT 12' O,C, MAX. • • • • •• ••• • • • • • *NOTE: •• • • • • • • • • - • • • • • • 1. ALL STEEL IN CONTACT WITH • • • • • i • • ALUM. TO 8E PANTED OR PLATED. _.... ._.._.._. _. i .. .. ...... • • • • .._._ •2. METAL STRUCTURES: i_ _ • 000 • • • A) STEEL : Fy - 38 KSI MIN. (STEEL 18 GA. MIN. THICK - 0.0487 ci - 8) ALUMINUM : 8083-T5 MIN. (ALUM. 0.078" MIN. THICK) EXTERIOR W NDOW FRAME* • • •ERIMETER • WINDOW41FiAL1E • EXTERIOR GRADE 2" © • • • • • •SEALANT • EXTEIVOR (Tiy ✓y • t PERIMETER CAULKING • • • • • • •\L • • • • • •• • •• • • • • FRAME MULLING D T IL • • METV OSTOCTURE kTACAMENT j2EI&L ••• • • • • ••• • • o• O • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � z o O o• O w I a a r s fit 1 d ci MIAMI-QADE MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Lawson Industries, Inc. • • 6"'e, .•••.. 8501 NW 90th Street • • • ; •' 0 .. Medley, FL 33166 • • • ; • • " • SCOPE: • .... • . • This NOA is being issued under the applicable rules and regulations governing the use of%pXVtiction,t Terials. The•.. documentation submitted has been reviewed and accepted by Miami—Dade County RER h -QJ tct Control Section to: • • • be used in Miami—Dade County and other areas where allowed by the Authority Having Jurisdiction *004,00 This NOA shall not be valid after the expiration date stated below. The Miami—DadeCVVty Proddtt Control '. Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade Cbunty7 reserire.the.right 1.o have this product or material tested for quality assurance purposes. If this product or matsirial tails to• erform in tte •' •' accepted manner, the manufacturer will incur the expense of such testing and the AHJ may mir Sigrjy'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 Velocitv Hurricane Zone. DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Doors — L.M.I. APPROVAL DOCUMENT: Drawing No. FD -2003 Rev G, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, 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. MISSMEI Vl-A'CT-arge and Smallssi a pact esistan Limitations. 1. See Design Pressure (DP) charts VS door sizes and glazing in sheet 2. See lock option VS DP in sheet 3. 2. See glazing details in sheet 5. For the glazing detail #2 (The 1/8 temp lite is oriented at exterior side in insulated laminated glass make-up). 3. Applicable door egress requirement to be reviewed by Building official LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and a be,auailableJor�ectio" b site at the request of the Building Official. This NOA renews NOA #17-1212.09 d 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 Ishaq I. Chanda, P. E. NOA No. 18-0503.06 MiAMMADE CouNTY Expiration Date: June 05, 2023 Approval Date: June 07, 2018 Page4 5, Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. Evidence submitted in previous files ." A. DRAWINGS ...... .... ...... 1. Manufacturer's die drawings and sections. • (Submitted under previous NOA No. 11-0202.03) • • • • • 2. Drawing No. FD -2003, titled "La Porte—Impact French Out—Swing Wer", sheets O l.throz •: - 06 of 06, prepared by the manufacturer, dated 12/12/02 with the e41;>'evisi6> "(;", dated... 04/15/15, 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 NDA No. I1-0202.03) 2. Test reports on: 1) Uniform Static Air Pressure Test, 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-09-2623, HETI-09-2645, HETI-09-2624 and HETI-09-2646, 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 2411 3.2.1 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, HETI44-1896 A, HETI-04-1896 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 HETI42—T090, issued on 01/13/03, both signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 03-0219.01) Is aq I. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 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 FRC.TAS 202.E • • • • • 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 20� �� • ..... . . ..... 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202=94.' ' • • •: • • • • • • along with marked—up drawings and installation diagram of aluminup-(ft1swing French door,'. prepared by Hurricane Engineering & Testing, Inc., Test Reports . No's H1T.L-b2-125A, HETI-02-1726, HETI42-1728, HETI42-1736, 1114I41-1740, tWTI-02""; 1763 and HETI42-1765, issued on 01/14/2003, all signed and sealed by Rafalb.9. 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. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray PVB Glass Interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 144916.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas® Interlayer", expiring on 01/14/17. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to, no financial interest and compliance with the FBC 5th Edition (2014), dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. 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. 12-012 7.23) Lshaq P Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 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.C110a da, P.*E: •' • • • • • (Submitted under NOA No. 11-0202.03) • 3. Laboratory compliance letter for Test Report No. HETI-11-320T,' issued 1ar.4urrican • • Engineering & Testing, Inc., dated 01/06/11, signed and sealed by CanF}49 F. Fopt, P. E. (Submitted under NOA No. 11-0202.03)' ' 11-0202.03)00*000 .... ...... 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo ?4ar4so. • (Submitted under NOA No.10-0128.04) • 5. Laboratory compliance letters for Test Reports No.'s HETI-09 2623= • • ; IWTI-OJ-' ": 2645, HETI49-2624 and HETI49-2646, issued by Hurricane Engineering &'Testing, Inc., dated 10/22/09, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.] 0-0128.04) 6. Laboratory compliance letter for Test Reports No.'s HETI44-1897, HETI44-1896A, HETI44-1896B, HETI44-1377, HETI42-T095, HETI42-T090, HETI42-1253, HETI42-1726, HETI42-1728, HETI42-1736, HETI42-1742, HET142-1763 and HETI42-1765, 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. 13-0328.11, issued to Lawson Industries, Inc. for their Series "La Porte 8'-0" Outswing Aluminum French Doors - L.M.I.", approved on 06/06/13 and expiring on 06/05/18. 2. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD -2003 Rev G, titled "La Porte -Impact French Out -Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of editorial changes of FBC 17 (6t' Edition) code compliance and update of glazing interlayer. B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). Ishaq I. Ch nda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc.() qVQ cr E.I. puPont • • .' • DeNemours) for the "Sentry Glass ® clear & white interlayer", expirin@ on.07/O4hl$.•' • • • • • 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. forilleir "Trosf'fol ® :....: Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/07M. • • • • • • • east • aaa•w F. STATEMENTS sees•• sees• 1. Statement letter of conformance to FBC 2017 (6t' Edition) and "No fina"Wjnterest" dated • 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J:Solos, P.E.�••;• • ••••"• G. OTHER • ��•� 1. This NOA revises # 14-0908.07, expiring 06/05/18. 3. New Evidence submitted. A. DRAWINGS 1. Drawing No. FD -2003 Rev G, titled "La Porte—Impact French Out—Swing Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nov 21, 2017, signed and sealed by Thomas J. Sotos, P. E. Note: This revision consist of "No change". B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS (submitted under file 417-1212.09) 1. Statement letter of conformance to FBC 2017 (6t6 Edition) d "No financial interest" dated 11/17/17, prepared by the manufactured signeec and sealeeic-by Thomas J. Sotos, P.E. 2. Lab compliance as part of the test report. G. OTHER 1. This NOA renews NOA #17-1212.09, expiring 06/05/23. Ishaq 1. Chanda, P. E. Product Control Examiner NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 E-4 J .J. N J �= LN Q T \ A tl 4 x O S N = J � 3 � w N f N x Ah11)UC1 "Nm4b st ra•tHylws wllh 4tR v UAWky Gade An:eyrsaar N. IE-oS0 •oL l:apintia / .S Y14a+i tCnt2¢1 145 1/2' Mo. Unit Width SideLite 9a anchor .pacing Swing Panel Width as .111 Panet Width Al r(T3( 33 13/16' max, ) A Y5. 3/16' max. 1 5- 8 518—_T 5' IMPACT FRENCH OUT -SWING DOOR BILL OF MATERIALS rITM / DRII'G PART READ. DRSCRIPTION avuAara 1 L-901 LII -098 1 FRAME HEAD 6063-T6 ALUMINUM 2 L-902 LII -097 1 FRMS SILL 6063-T6 ALUMINUM 3 L-903 LII -090 2 FRAME JAMB 6063-T6 ALUMINUM 4 L-904 LII -096 2 SIDELITE JAMB ADAPTER 6063-T5 ALUMINUM 5 L-906 1.II-092 2 x panel PANEL TOP L BOTTOM RAIL 6063-T6 ALUMINUM 6 L-907 LII -091 1 x panel HINGE STILE 6063-T6 ALUMINUM 7 L-905 1_II-094 1 x panel LOCK STILE 6063-T6 ALUMINUM 8 L-909 LR -095 2 x panel TOP L BOTTOM RAIL ADAPTER 6063-T5 ALUMINUM 9 L-911 LII -085 AS REQ'D. 1/4 ROUND ALUM. BEAD - 7/16' 6063-T5 ALUMINUM 10 L-912 LII -087 AS RECID 1/4 ROUND ALUM. BEAD - 3/8' 6063-T5 ALUMINUM 11 FD -624-2 L-908 2 x panel HINGE LEAF" ASSEMBLY 6063-T5 ALUMINUM 12 VVS-001 TP 3266 AS REQ'D. Bulb Vinyl Wts'p.-Tean Plastics, Inc, See Material Composition at Sheet 6 13 PWS -001 9 AS RED. VTS'P. a TOP/BDTT. RAILS Schlegel FS - .187'w. X 210'h. 14 PWS -002 Active AS READ. WTS'P. 2 FRAME HEAD L JAMB Schlegel PB - .187'w. X .330'h. 15 L-910 LII -0892 x panel STRIKER MOUNTING PLATE 6063-T5 ALUMINUM 16. FD -619 FD -619-1 2 x panel STRIKER PLATE 6063-T5 ALUMINUM 17 FD -631 LII -086 AS REOD. GLAZING ADAPTER 6063-T6 ALUMINUM 18 HC -001 SF -5502 2 x Panel DELTA FLUSH BOLT (2 TOP L BOTTOM OF LOCK STILE) 19 FD -621-2 HC -024/025 1 SET DOOR LUCK / DEAD BOLT SET KVIKSET - Series 690T COMBO 20 FD -621-2 HC -024/025 1 SET DOOR LOCK / DEAD BOLT SET SCHLAGE - Serle. FB350 COMBO 21 FD -621-2 HC -024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Serles B31 COMBO 22 w FS -035 AS RELIT. From. Insta(l. Screw - Head (See Notes at sheet 4 of 6) 23 a FS -035 AS REQ'D. Frame Install. Screw- Jamb/SITU (See Nota. at sheat 4 of 6) 24 s FS -026 8 FRAME ASSEMBLY SCREW 1112 X 3/4' PH. -PHI. 25 FS -012 AS REG'D. JAMB ADAPTER SCREW NIO X 3/4' PN. -PHI, 26 FD -634 LII -171 AS REQ'D. 1/4 ROUND ALUM, BEAD - 11/16' 6063-T5 ALUMINUM 27 pgSi�bM RAIL FS -043 8 GLAZING ADAPT. ATTACH. SCREW 08 X 1 1/4' FH. -PHI. 28 NATE BOLT AT SHEET FS -049 2/Panel Double Rat Assembly Screw 3/8'x2 1/4' Hex Screw L Nut 29 • w AS REQ'D. NEUTRAL CURE SILICONE Schnee -Morehead SM -5731 30 s . JAS REG'D. NEUTRAL CURE SILICONE Dow CornIN 899 31 r AS REQ'D. NEUTRAL CURE SILICONE T..... S-500 32 AS REWD. Laminated Glass see Pg. 5 Dupont - Sentry Glass Plus 33 s . AS REQ'D. Laminated Glass see Pg. 5 Du ort - PVR 34 . AS REQ'D. Loral—ted Glass see Pg. 5 Soft— - PVH 35 HC -002 2/Panel PANEL ASSY ALUM. PLATE 1 1/2'x 2'x 1/8' (6063-T5 ALUMJ 36 HC -004 2/Panel Panel Ass'y Full Lenght Rotl 3/811k.-2011 Rod, Plate, Flange Nut 37 FS -011 a HINGE ATTACHMENT SCREW N10 X 3/4' P.H. / PHI. 38 r FS -044 12 SIDELITE ATTACHMENT SCREW N10 X V PH/PHIL. - (17' OU Max.) 39 HC -006 62PP050DG14 6/Jamb 1/2' Dia. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 40 HC -007 62PPOS73GI ?/Panel 7/8' Dim. Hole Plug - Nylon 6-6 MICROPLASTICS - Rockwell M-79 41 HC -010 1/BOLT FLUSH BOLT SAI Plug - Nylon 6-6 SUNCOPLASTICS Inc, Rockwell M-79 42 L-913 LU -086 AS REO'D, 1/2 ROUND FALSE ALUM. MUNTIN 6063-T5 ALUMINUM 43 ■ a AS REWD. INT FALSE APPLIED MUNTIN 125' X .022' STOCK ALUMINUM 44 L-915 FD -623 AS REO'D. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4' long 45 L-916 LII -117 AS REQ'a FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 46 FD -635 HC -050 I I TWO-POINT FLUSHBOLT LOCK OPTIONAL ( FOR */- 76.0 psf DP) 47 FD -626 FD -626-1 2/Panel FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 11/2'x 1/8' Alun. 6063-T5 4B FD -627 FD -627-1 2/Pane11 2 -Point Lock Bait Guide ANGLE 3'x 3'x I 1/2'x 1/8' Alun. 6063-T5 49 s a AS REWD. Joint Sealant- White Colored 'Purvis Ca' Super Seal 50 FD -638 HC- 1 SET LUCK ACTIVE HANDLE L TRIMSET ASHLAND NV5201A-A 51 FD -637 HC- 1 SET MULTIPOINT LOCK ACTIVE ASHLAND *W5110-STACT5 52 FD,640 HC- 1 SET LOCK PASSIVE HANDLE L TRIMSET ASHLAND NV5201A-P 53 F13-639 HC- i SET MULTI -POINT LOCK PASSIVE ASHLAND NV5110-STPAS4 54 FD -641 HC- 2 x panel Multi -Point Lock Bolt Guide NYLON 6-6 Rockwell M scale 79 55 -FS- 4/Guide Halt Guide Attachment Fastener N6 x 1/2' P.HIPHIL. 56 FD -642 HC- I x Lock Lock Top Mount Adapter NYLON ADAPTER 57 FD -643 HC- I x Lock Lock Button Mount Adapter NYLON ADAPTER J .J. N J �= LN Q T \ A tl 4 x O S N = J � 3 � w N f N x Ah11)UC1 "Nm4b st ra•tHylws wllh 4tR v UAWky Gade An:eyrsaar N. IE-oS0 •oL l:apintia / .S Y14a+i tCnt2¢1 145 1/2' Mo. Unit Width SideLite 9a anchor .pacing Swing Panel Width as .111 Panet Width Al r(T3( 33 13/16' max, ) A Y5. 3/16' max. 1 5- 8 518—_T 5' M18 SEE 30PTDMSAT ALTERNATE BOLT SHEET/ \ ZS' Max. DLO Widt C t 9 Active Inactive m= L x to z1 ACYL 6 I/2' 00 M To Sidelite tlewtl-bo t X 0 '� pgSi�bM RAIL B 2 3 NATE BOLT AT SHEET Side 1 3 lite 2.... - ix.ttem 51 else' ' 6• 6' 6' 6' ANCHOR NOTES: 5 �4 nox/a�c. 1/ 3/4 l2 3/4' 4 /2 4 11 1/e' /4 i/4 9/ 1. SEE ELEVATION AT SHEET .I OF 6 FOR (at sidelite) (n a l/. ANCHOR O.C. FMX. SPACING AND LOCATIONS. nctUve pnneU Inocxiiv.c pnneU SEITF.' 2. SEE SHEET 4 OF 6 FOR INSTALLATION game anchor spacing 3. SAME ANCHOR FASTENERS PSPACING O FRAME HEAD & SILL. ES.A OXXO° EXTERIOR ELEVATION at [came head & aD1 NOTES: 1). QUALIFIES SINGLE & MULTIPLE PANELS (SEE ELEVATIONS). 2). QUALIFIES UNITS WITH AND WrfHOUT SEDELIIBS 3). MAY. FRAME SIZE 145 1/2"w. Y 95 3/4"h. OYYO 4). EXT & INT FALSE COLONIAL MUNTIN APPLIED W/SILICONE. 5). QUALIFIES SINGLE OR DOUBLE BOTTOM RAILS of. MAX. DAYLITE OPENING WIDTH = 25" 7). MAY. DAYLITB OPENING HEIGHT = 83 1/8" 8). SEE ELEVATION AT SHEET lof6 FOR MAX ANCHOR SPACING 9). ALL DHIENSIONS SPECIFIED ARE IN INCITES 10). NO HURRICANE SHUTTERS ARE REQUIRED RwDUc f REVEM ss •r04*4 wkb it, RwQb fisisfin Cide *ptedeme No I . Z12.a5 EnpMMlw Dste� THOU" SOTOS -,-bh A u ^ PROFESSIONAL ENGDFEER LRi)1 PeL6Geel.el n Lic. #.55225 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014 -5th EDITION & 2017_ =6th_ EDITION) - - 2). CLASS MEETS REQUIREMENTS OF ASTM -E1300 AS PER CHAPTER 24 OF FBC CODE. 3). IX OR 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL. 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 DETAILS ARE NOT PART OF THiS APPROVAI ' �� Revised to comply / FBC2007 & added �G 8F ;o ,y Insulted Gla. 01/22/10 ti Ashland Malt -Point Lock 01/27/11 O * Revised to comply w/ 2010 FBC S Revised to comply w/ 2014 FBC :'r Revised to comply w/ 2017 FBC A E Of Z4'QUZ Nelson 9r 0 111/01/17 rpt!\OF", ��o� v"�AV Nelson Erato 01/20/12 (<y _ 1SIt ,eller sA,.l.. 'F n.te. MAX. DP - t86 PSF W/ (4) Surface Bolts & Glass Types A. B, C & D. (SEE LOCATION DETAILS O SHEET 3 OF 8) MAX. OP - 376 PSF W/ 2 -Point Lock (active)+ (2) Surface Bolts at Inactive MAX. (gyp 6764PSF•W/•Flat all & %usPbs u9A where water infiltration Is not •eguired or *en•g • pAltsclillid ?y cR•orAng ratio greater than one. AX M•DP - t86 TSF WSMWA-PSnt lor'y(1 Raytive)+(1-passive) at Inactive / •s �.! • • MEDLEY, FLORIDA[ / 33166 I (305) 696-8660 LOA APPRO�(,1 �r •••Ip«I•P{� Il•'E• NWI DSR Irbrm• ISA.ek 1 OF 6 1�a I:ortg" •Iinpa4t" Wir�noh •O;t-Swing Door • •• • •• ••• ••• ✓...w.• xA.,,w.: a.wM.v A"mM: FO -2003 A.vw'm t.e.e G • • • • • ••• • • • • • • • • Is • • •• •• • • • •• •• ••• 0 9 0 ••• • • ll0 7/8' Max 1k12 Width 73 5/16' Nax UNt Moth $Wln SEE ALTERNATE B T SEE ALTERNATE i OPTIONS AT SHEET $Wing OP1gNS AT SH Panel Width ] of 6 ( 3 3/16' mox.' A \ Pontl Vidth C 35 3/16" m 3 of 6 zs Hex. DL3 Vidt 30/61 ATSTFTT A "0X0" ELEVATION EII 145 1/2' Max Unt Width 1 II Inactive II= DII . i 111 I tn. L Idt m� C II Panel Width C 35 3/16' max... D II I II A Active D II _+76.0 £ ! i II 6 +86.0 17 3/16' +76.0 +76.0 :• X w 93' 6 +_86.0 23 3/16' +76.0 +76A +76.0 WE) 6 +_86.0 29 3/16' +76.0 +76.0 +76.0 I +76.0 uu I II +76.0 mo II II m H A Acyive '� II It I II \ t Sp5pEEpp;pp,A�NNL zs Hex. DL3 Vidt 30/61 ATSTFTT II "0X0" ELEVATION EII 145 1/2' Max Unt Width 11 3/16' II Inactive SEE ALTERNATE BOLT DII . i SldellteOPTIf0161S AT SMEE'1 $ring I m� Panel Vltlth ( 33 13/16' mn Panel Width C 35 3/16' max... S 286.0 31 3/16' 1-7610 ±76.0 5 +B6.0 35 3/16' f +76A +76.0 etive 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' A Active D I t I I zs Hex. DL3 Vidt CI II I EII II I 11 3/16' II Inactive Actio II\ DII . i D I m� � mi II SEE ALTERNATE BOLT D3 of 8 AT SHEET "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX, SPACING AND LOCATIONS. 2. FASTENERS IYPOEF,s.6 FOR INSTALLATION FA 74 1/2.' Max Unk Vltlth -::::� r Ideli74 0' IX ALSTEATASTEE BOLTtyWidth -{3 of 6 3/16' mnx. >I Q - II I zs Hex. DL3 Vidt CI II DI Max. 2L Wltlt DII 11 3/16' EII i/ /= DII . i II II B II m� � mi II S 286.0 31 3/16' 1-7610 ±76.0 5 +B6.0 35 3/16' f +76A +76.0 etive 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' m � o Active D II _+76.0 £ ! i II 6 +86.0 17 3/16' +76.0 +76.0 :• X w 93' 6 +_86.0 23 3/16' +76.0 +76A +76.0 WE) 6 +_86.0 29 3/16' +76.0 +76.0 +76.0 B +76.0 6 +86.0 35 3/16' +76A +76.0 +76.0 SEE ALTERNATE BOLT D3 of 8 AT SHEET "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX, SPACING AND LOCATIONS. 2. FASTENERS IYPOEF,s.6 FOR INSTALLATION FA 74 1/2.' Max Unk Vltlth -::::� r Ideli74 0' IX ALSTEATASTEE BOLTtyWidth -{3 of 6 3/16' mnx. >I Q 11 , lkl-'`0P11 R0µ!!5 ARTT�Sl4Ef T _l -r 6 "XX" ELEVATION "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. `J Ls - II I zs Hex. DL3 Vidt CI II DI i itc Active 11 3/16' "T likki..Leei diL i/ /= ® \ �� ~o II B II m� 5 186.0 29 3/16' +76A *76.0 AIS/II S 286.0 31 3/16' 1-7610 ±76.0 5 +B6.0 35 3/16' f +76A +76.0 376.0 +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' :,a; Porte" Impact" French Out -Swing Door 6 D 1 3716 _+76.0 11 , lkl-'`0P11 R0µ!!5 ARTT�Sl4Ef T _l -r 6 "XX" ELEVATION "OX" ELEVATION APPROVED CONFIGURATIONS NOTES: 1. ALL ELEVATIONS ARE A GRAPHICAL REPRESENTATION VIEWED FROM THE EXTERIOR SIDE. 2. FALSE COLONIAL MUNTINS ARE APPLIED W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 3. PANELS ARE AVAILABLE WITH SINGLE BOTTOM RAIL OR DOUBLE BOTTOM RAILS. 4. OUT -SWING DOOR WITHOUT INSECT SCREEN. `J Ls • OPERABLE PANEL MUST MEET APPLICABLE REQUIREMENTS PER BUILDING CODE. • • • • • • • • • • •.•D PARENTHESIS INDICATES / OF ANCHORS AT FRAME 44VIB. Ae}Iwli m wm x 2 0, 81O1dI-A CidewM Aceeparoe N• 18 - OSD 06 II d x d d s PR�OiE1pDCCtairims itc Active 11 3/16' "T likki..Leei diL i/ /= ® \ Gree_ L /c 11, II B �11f g E ,V. 3Unit Width XOPTIONSERTIATE LT 7 0l B SHE I 1 z 1 4. �, II I xa iM II T La i� 'aes° F edll I t a j/ mg X 4�A&VIIIIATE&LT 3dSE\ `3SEE NTTERNASLT AT AT XFE7 ►"fit '-EI;I,YATT6N1 "0" ELEVATION PMDVCT ASMI& WYI • OPERABLE PANEL MUST MEET APPLICABLE REQUIREMENTS PER BUILDING CODE. • • • • • • • • • • •.•D PARENTHESIS INDICATES / OF ANCHORS AT FRAME 44VIB. Ae}Iwli AN6TIJDTA DP GIASS TYPt •D• WmM +L M! 81O1dI-A CidewM Aceeparoe N• 18 - OSD 06 10 1/4' 16 1/4' 2Z 1/4' 28 1/4' 30 1/4' 34 1/4' DMe PR�OiE1pDCCtairims pniipinNw 1 .• ' � 11 3/16' "T likki..Leei diL code AraYtsceeN• - 21 •OS 1 +76.0 Gree_ L /c 11, 4J I •IePorte• HEPACT FRENCH OUTSRING DOOR - DESIGN LOAD CHART- • OPERABLE PANEL MUST MEET APPLICABLE REQUIREMENTS PER BUILDING CODE. • • • • • • • • • • •.•D PARENTHESIS INDICATES / OF ANCHORS AT FRAME 44VIB. PANEL RT Nmzt OP (INS) O) GIASS TYPEQIL�� ulceoRs •e• r 's• 1IIDS8 • imGNT • /1A1® +/-(PSP) AN6TIJDTA DP GIASS TYPt •D• WmM +L M! PST ) [saa G[A39 R •c- TYPE •D• /-(p) 10 1/4' 16 1/4' 2Z 1/4' 28 1/4' 30 1/4' 34 1/4' �;'fA.� 5 +86.0 11 3/16' +76.0 _+76.0 1 +76.0 5 +86.0 17 3/16' +76.0 +76.0 1 +76.0 77' 5 +86,0 23 3/16' ±76.0 _76,0 +76.0 5 186.0 29 3/16' +76A *76.0 ±76.0 S 286.0 31 3/16' 1-7610 ±76.0 5 +B6.0 35 3/16' f +76A +76.0 376.0 +76.0 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' :,a; Porte" Impact" French Out -Swing Door 6 +8610 1 3716 _+76.0 +76.0 +76.0 6 +86.0 17 3/16' +76.0 +76.0 +76.0 93' 6 +_86.0 23 3/16' +76.0 +76A +76.0 WE) 6 +_86.0 29 3/16' +76.0 +76.0 +76.0 6 +86.0 31 3/16' +76.0 +76.0 +76.0 6 +86.0 35 3/16' +76A +76.0 +76.0 9 T09 • OPERABLE PANEL MUST MEET APPLICABLE REQUIREMENTS PER BUILDING CODE. • • • • • • • • • • •.•D PARENTHESIS INDICATES / OF ANCHORS AT FRAME 44VIB. 4NGINEER • •• • • • • • �;'fA.� ievlrlon419•teA 2/0 j• R1Ma 0/VCZoY ON 8501 NW 90th St.�A WS F••••� lidlsoum std MEDLEY, FLORIDA 33166 • ". * + Asdl-d Yrlt-Point Lock 01/27/11 Revised to comply w/ 2010 FBC N T IE (305) 696-8660 YANUAACTVRRR OF OOILIL TP ALUMMUY YLVDOTS AND CLASS DOORS , e.Revised to comply w/ 2014 FHC s.m. va tTx.: Art cetse.r s..f../N•d.¢ rf.•re sA..a N26 IPWOVAL IMPACT rttENCH ODOR II DF 6 '� � RefNd•to complfw 2�1} }BC • OF Ne1r4 Eceso • D"111/01 f :,a; Porte" Impact" French Out -Swing Door • Neto• _0 171/20 2 4,• L+ • • �� • s� 6Afmma. le„M.r. Dnwi,y 1luW� w•el.lsn lwwa �L �� a.t.r. FD -2003 C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • n Pz9 -5/16' TAPCON V/ 1 1/2' MIN EMBED. (SEE NOTES BELOW FOR SPACING) 2 x (P,T,> WOOD BUCK _1/4' MAX SHIM TYP, JAMB Sldellte MULLION DLO Witlth Panel el W 14 Width IP O MIN EMBED, TYP O 46 Active 18 OMTBIOR GIDE DnTRIOR GIDE Inactive Active Inactive 18 \ W,� eXizR[ORGIDE�1 RETSIUOR 9R)E E3 L_ J E4 L_J LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO-POINT LOCK & FLUSH BOLT INTERIOR SIDE EXTERIOR SIDE B2 OPTIONAL - RAIL DETAIL PRODUCT ""W40 M �pb'llq wkb Me #%do RaWla{ Cwdc Aacc/tuee N• I dSbS•06 EspinBoe ; •y k, 111M'MRSN", ' INTERIOR SIDE LOCK STILE Active 1,V I I /" I VJ Inactive OZ4 EXTERIOR SIDE 1.0mQ UNIT WIDTH I x (P.T.) WOOD BUCK -\ (SEE NOTE 3, SHEET 1) 4 3 JLLION JAMB 12 6 17 6 38 Sldellte 12 23 14 9 10 14 1/4' OC2 NAX S -5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING r' I M nl uM l a istnnce (—I h• - MIN EMBE (TYP.) 22 2' ANCHOR NOTES: Sill SILL ,,.q(y, Height 1}'•MIN EMBED. INTO • 3500 PSI CONIC. (TYP.) 5/16'1 I/4• 31/2' MIND EMBED.TAPCV/ (MIN. EDGE DIST.) (SEE SHEET•1 OF 6 FOR LOCATION AND SPACING> B2 OPTIONAL - RAIL DETAIL PRODUCT ""W40 M �pb'llq wkb Me #%do RaWla{ Cwdc Aacc/tuee N• I dSbS•06 EspinBoe ; •y k, 111M'MRSN", ' INTERIOR SIDE LOCK STILE Active 1,V I I /" I VJ Inactive OZ4 EXTERIOR SIDE 1.0mQ UNIT WIDTH I x (P.T.) WOOD BUCK -\ (SEE NOTE 3, SHEET 1) 4 3 JLLION JAMB 12 6 17 6 38 Sldellte 12 23 14 9 10 14 1/4' OC2 NAX S -5/16' TAPCON W/ 1 1/2' MIN EMBED. SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING r' I M nl uM l a istnnce (—I h• - MIN EMBE (TYP.) ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR le i t8 ANCHOR O.C. MAX. SPACING AND LOCATIONS. I p l8 %/ 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. E D �: gewiH 2 3 Active OP�ON�BOLT0TOP� Inactive "S o" zNo 5 7 PMd•ea ratc 1 4 SIDE Ol'fERIOR SIDE � 6' Active Inactive _�oH a' P 5 point y 40 T1A. r y /,�/ jjj/ 13 45 B3 1N mu o / 12 2 i/i-Ieiynl o r 16 OPTIONAL SILL r .:. ^. �l {'MSN EMBED, INTO to 35M PSI CONC. (TYP.) 5/16' ELCO TAPCON V/ LE OPTIONAL BOLT ® BOTTOM RAI. 1 I/4• 11112' IN EMBED. C SEE DETAIL E3 FDR MOUNTING LOCATION) (MIN. EDGE DIST.) 23 TWO-POINT MULTI -POINT FLUSH HOLT & (•) FLAT SILL NOTE: NAX. DP - t75 PSF MAX DP - ±86 PSF TWO-POINT LOCK LIMITATIONS: DOORS 6 SIDELITES WITH THIS SILL TO BE 95 1/4' MAX FRAME HEIGHT. OPTIONAL LOCK DETAILS 1). MAX. DP = t86 PSF W/ (4) ace Bolts & Glass Types A, 8, & C. THIS TYPE OF SILL IS LIMITED TO +/- 76.0 psF DESIGN LOAD AND MUST BE USED WHERE WATER INFILTRATION IS NOT REQUIRED OR THE 7H 0 •wk Mc.gP - iP76 PSF %/ 2-8*t �2�1 EXTERIOR OPENING IS PROTECTED WITH AN EXTENDED CEILING OR ROOF ?ROPE39[ N,.6Ti 1NEBR • cties)442) durfce Solt! 0 Inactive OVERHANG GREATER THAN OR EQUAL TO THE HEIGHT OF THE WALL WI HERgT�jgTHE DOOR IS LOCATED. ,�� ,' 'ii'9•,, T °ice �� tN`Slc '•GS vidorrMteR (ty�ppompl ♦ adjad• 8501 NW 90th St. •lJl ®1 _S ••1 r • ii/ 0007 11LsulalET4laes 0�/22/t0 /T I I 7 MEDLEY, FLORIDA 33166 = �k S Iehlend Mnit-Point Lock 01/27/11 Revised to Comply w/ 2010 PBC INDUS (305) 696-8660 I ir TE OF ' "U4 • Revised to comply w/ 2014 FBc R -"&to comply w 2S1e111BC • • MANUFACTURRR OF QUALITY ALUMLNU1l ILVDOWS AND CUSS DOORS D,.�,�r.- M — er.e F,Ay— s„(„/y,y1. I— 7w a OF e OVAL 01PACT FRENCH DOOR r w' ' �• •Nelaa• Braeo • D'it of �Lt Porte" Impact" French Out -Swing Door R+oP;;`2 (1 V • • 'JyI�� (7,a,��• • .. NeLoi Eraso • 01/20 • • • ;}I/��F. )ATE_- - n.t_e. FD -2003 C ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/16' TAPCON W/ "1X I 1/2' MIN EMBED, REOUIRED FASTENER LENGTH 3 1/2'• Long TAPCON(') SEE BELOW FOR SPACING INTERIOR SIDE INTERIOR SIDE 1 x (P.T.) WOOD BUCK "2X BUCK" MINIMUM HEAD: 5/16 X 3 (SEE NOTE 3, SHEET 1) MULLIONS: 5/16' 0) TAPCON BY AT SILL- 5/16' TAPCON IMO 3500 1. + ;E• 319 20 21 Revised to Camp11g� w/ 0 4 FBD • • '(� RalaYeR Lo cam Ij / 0 FBC JAMB AMB ;La Porte" Impact" French Out—Swing Door LOCK STILE' • • '' `1Ds�i • Swh: •' 1 1/4" 46 29 30 37 6 7 • •• •• TYP. /L 2 / 1 ^Y• `% 39 Active 36 7 Inactive �Y' TVP. 6. �� . wN. mcE maT. INTERIOR SIDEq TDGE Ow.) 7 17 18 9 t0 3 12 4SHIM j' 1 1/2' E O MAX 01w. FA10E0.) � , 1 } UNIT WIDTH MIN EMBED EXTERIOR SIDE (TYP.) u/r wa TYP. • 1 V/ TAPCON -5112' 1/22 ' EMBED. I t/4• WN 5/16' TAPCON W/ LOC i •�<... ,.(SEE MM NOTES FOR SPACING) EDGE DIST I I/2' MIN EMBED. SEE NOTES FOR SPACING @--&-C21 i TYP j !2• xP.T.VD. (SEE 1 1/2' MIN"d• � ^ - 1 (P.TJ WOOD BOCKBUCK 9 3t7 MIN. EMBED 444,i�; NOTE 3 ATTYPSHEET 1) EMBED c. . (SEE NOTE 3, SHEET D h� --1E • Active 1 1/4' MAX. ` 1 1/4' MAX. SHIM TYP. HEAD 44 SHIM TYP, HEAD as 13 2n 13 9 t A 6 12 A l 8 EXTERIOR SIDE 38 Skfetite 5 5 Aidachnent Screw ( 6 Screws 2 each side aF J-1-,27 t8 - 12 total per sldelite > 2s 30 31 r INTERIOR SIDE 50 51 �= LAM ATE GLASS � .�. 9 10 32 3 34 w = 9 10 PAOYOCI 111CN(Wlly r _ _ _ F, = EXTERIOR SIDE m �b'ut wk• weMW11• BulAftt Cock J w 43 2 42 r w_ 1` 43 Aacephoot No Active 7 F.APkatioa Dahl Z i a o d INTERIOR SIDE 42 1' 3 17 n• Ne.. D.c YfarJ••�) EXTERIOR SIDE I 2 2 PROFPSS101 13 12 13CIF1 n uc. O 23 L B 1 23 Sill SRI > y. SILL ':• ` �' Height SILL eight t +1 }' MIN EMBED • •'�� + 1 )' MIN EMBED. INTO TYP35DO PSI CONC. +' 5/16' ELCO TAPCON 'W/ , +, , - (TYP.) 1 1/4• 1 1/2' NIN EMBED, (WN. EDGE DIST.) (SEE SHEET t OF 6 FOR SPACING) (WN. EDGE DIST.) N1U( 1 x (P.T.) WOOD BUCK (SEE NOTE 3, SHEET 1) INTERIOR SIDE AMB 19 20 21 LOCK STILE X �� O - UNIT WIDTH EXTERIOR SIDE 5/16' TAPCON W/ "1X I 1/2' MIN EMBED, REOUIRED FASTENER LENGTH 3 1/2'• Long TAPCON(') SEE ELEVATION AT SHEET 1 OF 6 FOR SPACING 2 3/4" Long TAPCON(-) INTERIOR SIDE X 2 1/4" Long TAPCON(4) " - f0 rt. A ON" "2X BUCK" MINIMUM HEAD: 5/16 X LOCK STILE 3 JAMB: 5/16" X 2 1/4 Long TAPCON(-) MULLIONS: 5/16' 0) TAPCON BY AT SILL- 5/16' TAPCON IMO 3500 X 2 1/4" Long TAPCON(-) "E CO ULTRACON" w/ 1 1/2" MIN. EMBED, PSI CON(' MIN. MOTE; ALL FASTENERS W/ 1 1/2" IN. EMBEDMENT. 1 1,/4" MIN. EDGE DISTANCE B 1/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy=155ksi r18 Revised to Camp11g� w/ 0 4 FBD • • '(� RalaYeR Lo cam Ij / 0 FBC •^•:� 7 ;La Porte" Impact" French Out—Swing Door • `:., Active • • '' `1Ds�i • Swh: •' 1 1/4" • •• (EDGE OIST.) • • • •• •• TYP. /L 2 / /2" • (NTN. EMBED.) • • L G2 2 TVP. 6. �� EXTERIOR SIDE 50 51 INTERIOR SIDEq STILE ( l \ /� 3 \Qda AaylMaace Ne / -12 .O MUWON/�'J INTERIOR SIDE =4lcaala•Oat L/c11A _Active J O INTERIOR SIDE 55 Inactive IIIMPIOR SIDE G3 i INSTALLATION FASTENERS NOTES: "1X BUCK' MINIMUM HEAD: 5/16" X REOUIRED FASTENER LENGTH 3 1/2'• Long TAPCON(') JAMB: 5/16" X 2 3/4" Long TAPCON(-) MULLIONS: 5/16" (•) TAP -ON BY X 2 1/4" Long TAPCON(4) " - f0 rt. A ON" "2X BUCK" MINIMUM HEAD: 5/16 X REQUIRED F CMN R LENGTH 3" Long —ON( -) JAMB: 5/16" X 2 1/4 Long TAPCON(-) MULLIONS: 5/16' 0) TAPCON BY AT SILL- 5/16' TAPCON IMO 3500 X 2 1/4" Long TAPCON(-) "E CO ULTRACON" w/ 1 1/2" MIN. EMBED, PSI CON(' MIN. MOTE; ALL FASTENERS W/ 1 1/2" IN. EMBEDMENT. 1 1,/4" MIN. EDGE DISTANCE B 1/4" MAX. SHIM SPACE ANCHOR YIELD STRENGTH Fy=155ksi U �-' y2 ANCHOR ULTIMATE STRENGTH Fu=177ksi EXTERIOR SIDE 12 E2 � •ALN• TAPCON LENGTHS "L' ARE RiI1[UY3 TOS • 00: • • • • • • O (SEE ELEVATION AT SHEET 1 of d FOR HETI o GDTEER • • • • • • • • :25 • • • • • • • • • ANCHOR SPACING AND LOCATIONS ) io to r • ae� �q.campy fir/ F�2007 tt1 eded• /TMAX /,IA1 (�/�(//T •L /� 8501 NW 90th St. S ®1 •- IF"� � CTed Glaaa Ot/22/to I / 1 1 7V 7 MEDLEY, FLORIDA 33166 •_ Ashland Mult-Point tack 01/27/11 I FS, (305) 696-8660 �. Revised to comply w/ 2010 FBC M"VPACTURBR OF QUALITY AWJONLW IfNDOWS AND CUSS DOORS Revised to Camp11g� w/ 0 4 FBD • • '(� RalaYeR Lo cam Ij / 0 FBC ayY; r� tva"n hvd CW"asno 1n44/Y- N"m 9Arc AL INPACT FRENCH DOOR 4 Of 6 of i^" •'" Na>sen �aaa •'ci oft ;La Porte" Impact" French Out—Swing Door r`{ :w�• A -W Nela& Erato • 01/2712• • • '' `1Ds�i • Swh: RVww,» N�snMrx Aas[M N.�M.r Rw4"I"n fawP ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ......_.-_. sDELITE ArT,.necNl` »aaLE rr_ove ExrLxum INTERIOR SIDE M\�- s1uE '� Ice 1/4 A'REK A32 /D -- slo • r P1LrPett. 77 Glaaing Adapter AssENBIr srnEvs nza ...-� oxxALID wOMc r5/w' Glazing Depth nu ` �� P�'�' M iconea11111ng laminated Glass Types 'A', "B" or "C' L4L ADAPTER- .-. _.....__ by : (sae below) 1000 INTERIOR SIDE' (SEE TABLE V/ CORRESPONDING FRAME ASSEMBLY DETAIL SIDELITE/JAMB ATTACHMENT DETAIL GLAZING TYPE L DESCRIPTION) t/4 Ro and �OA�SIDE, ACCESS SHOWN SILL SEALANT DETAIL MTD IEADER ro EE SEALED StMiLAR TO SILL i „:...:..,. LOVER PRC-PVCNEO 10.E BOTTOM LEFT JNa NAGE ATrApn[Nr SbYVS nal W a 3/4' PNJPIIIL ' IINGE ATTACHMENT IETAILS Access NaE ira�i 3A' LEFT HAND INDNri LEAF TO DOOR rrttE BORDM �TAOMNI MEx Mr PANEL ASSEMBLY DETAIL AND WA1Mn ACCESS IRE OWER Oi;�ELF ILLING SCREWS a14 SMS OR SELF DRILLING SCREWS INREINTO METAL STRUCTURE (SCING) i... (SEE NOTESFORSPACING),.I�.T. I11 63 T5 MIN.) MIN EDGE DIST. II (fy 6MKS1 MIN) ALUMINUM TUBE MULLION STEEL TUBE !R COLUMNREFER TO APPROVED (STEEL INCONTACTW/ALUM. � NIAM[-DADS MCA SN n TO BE PLATED OR PAINTED) 1/4' MAX. SHIM TYP. L4' MAX. SHIM TYP. 1 1/4' HIM. .466 0 A Laminated Class bv Du EDGE DIST. r•-TrP-{ 5/16' TAPCON V/ (SEE2 EFORR I NOTES SPACING) -IIS. °. (LONG TO BE 3 KSI MIN.) 1 t/3 ` ' tM T/Eb.k , E' cLDI 94 MAX. SHIM TYP, 5/16' ELCO TAPCON W/ 1 1/4' MIN EDGE 01ST. 1 1/2' MIN EMBED, r -TYP (SEE NOTES FOR SPACING) G I 1/4' MAX. SHIM TYP. e3) NOTE, OPTIONAL INSTALLATION DETAILS MAY APPLY TO DDDR FRAME JAMB AND/OR FRAME HEAD. FRAME INSTALLATION OPTIONAL DETAILS (TYP.) © 33 34 Bead g 10 EXTERIOR SIDE GLAZING DETAIL #1 'A' - SENTRYGLASS bye Kuraray America, Inc. 'B' - TROSIFOL PVB by: Kurarny Americo, Inc. 'C' - SAFLEX PVB by, Eastman Chemlcat Co. 10 INTERIOR SIDE Glaatng Adapter Gl Sileaaa 5/16' laminated Glass 29 30 37 bea or S/e yp: (see below) 33 4 G1 De th 2 SEE TABLE W/ CORRESPONDING iLAZING TYPE a DESCRIPTION) 1/4' insulated Air Space w/ T mp. Glass INSULATED SPACER 'TruSeotl Glaaing Beed Dura Sent SrIr. O . Spacer 26 Black - 1/4' Air Space Pt.Nn. 812-25H-357 . EXTERIOR GLAZING DETAIL #2 'D' - SAFLEX PVB by- Eastman Chemical Co. 'E' - SENTRYGLASS by, Kurarny America, Inc. GLAZING TYPE & DESCRIPTIONS .466 0 A Laminated Class bv Du ont - Glass Trae "A" IT®t Dzscitymovi L DETAIL 32 1 3/16' Annealed Asr aA44• DSTA6 2 .090' SentryGlass Interlayer 3 3/16' Annmted 94 1 ya, yTy. 2 .090' Sa11ex PVB Inter(n m 3 1/8' Neat-Strengtherwd Gass 'SFO"0' a1'�mluated�tiie3'b a e-raaw i'm D>OCIOPtloN DIITAIL 39 1 1 1/D' Amenled 1-1 Y 2 A90' T. Interim ar O A Laminated Glass by Solutio - Glass Type 1 3 1/B' Ameoled saw .340 0 A Laminated Glass by Solutia - Glass e C FII DBBC6.nat DETAIL 94 1 ]/8' Mtnt-Strtrgthaned Glass � O.JHO• 1 © y�• 2 .090' Smilax PVD Interlo Hent -Strengthened Glass GLA2ING TYPE & DESCRIPTIONG .340 0 A Laminated Glass by Soluttm - Glass Type D rRll DESCRIPTION DSTA6 1 1/B' nkat-Strrngthmed Glass 94 1 ya, yTy. 2 .090' Sa11ex PVB Inter(n m 3 1/8' Neat-Strengtherwd Gass 4 1/4' INSULATED AIR SPACE 5 1/8' TEMPERED GLASS .340 O A Laminated Glass by Solutio - Glass Type E r= DRBCRRTION DITUM 1 1/8' Heat -Strengthened Gloss .-- 1 © y�• 2 .0901 Sentryanss Interim er 3 1/8' Heat-S<rerpthened Gloss 55220 • • • • • • • • 4 1/4' INSLLATED AIR SPACE 5 1/8' TEMPERED GLASS ' M11H� MrIIN CNB 0.W sna•Nr{Tcls sTTn Haw tft)1)UCI�WTAW41 �. +:" !'R6YUCf RgytB�p BuWiag GMeMHa tllefRrYr B mewb4as �dOAg Qadrwlti E4 iMLit )Lmeptoa No 0 eG caDMatNa 0��•3 —_ A"aaoe N•) /212.Or Capinai.. ata - 1 //- L -.aa) race xD.o1 BTAAIHu i� — yb K Oef� • • • BONG bASS)IIBIW DEW& Aply' ►iWnLH tIatMRa! TRONAS J. OTOS PROFESSION ENGINRER • 1 �FD•824-2• • • FL C. 55220 • • • • • • • • ,..: _,, N•- .; '�% ARevisiaafbte ed tD �omplx r/ PBr�O07 r aq;ed• 8501 NW 90th St. •L�1 T�)S° ®1 V 011 • afldwt.'lass oI/z2/10 MEDLEY, FLORIDA 33166 Ashland Nutt -Point Loot 01/27/11 LT I C . (305) 696-8660 =� * Revised to comply w/ 2010 FBC MARUFACTURdR Of QUALIFY ALU)UNUM KrYDOWS AND CUSS DOORS /r g • Rsvlmd to comply w/ 2014 FIC Rest" to COID 1j• w/ 'AA %C • • N 7: AL P� �c I—IMPACT FRENCHDG nen SM.4 111PAC1 iRENCM DOOR 5 OF e '""'•"P NCIsd• Er- • Di1 o1 ! :LEC Porte" Impact" French Out -Swing Door LSA 9 g T OF 0r" •°�[��p'{? • Nelsat Yraso • 01/20 • • • • r ti s..r P.r1 x.."Ae: Drmnr IAennsr: ds,Msirn Lnrra %� L��`r ?CAlBI n.ts. FD -2003 G • • • • • • • • • • ••• • • • ••• • • dm 3/8. O.D. STEEL BOLT 3/6. O.B, STEEL BOLT 3 �� I 3' .076 -j F-- 078 3.5 4.500 .050 �-- _ .875 .062 �IjI t 460 GUIDE GUIDE 56 j F096 „(�y.986 1. 1 �Vf-"' �-1.750 1.750 0651 1 ]/2 17� 1259 -i .908 .074 .127 .687 g $$ 8 g R FLUSH BOLT AND TWO-POINT LOCK GLAZING ADAPTER QUARTER ROUND #L-910 28 (11/16') BEADO FRAME READ PANEL HINGE STILE -634 8 49 ANGLE GUIDE #FD 8 L-901 O pL-907 1.812 --I r u MFD-627-1 0 114 730 726-- 4.187 ' gg� S I 1.500 1.250 I II '' 098 2.031 --{ f� .808 d00417.64 2.000 ' F- 124 QUARTER ROUND 1.750 ,075 11 HINGE LEAF 10 BEAD A #L-908 #L-912 #L-91 - g tl 1.500 j-,070 �-- 4.500 -I � I a$ R D INACTIVE -PANEL ANBOLT 060 PANEL LACK STILE, O FRAME SR.L O GLE GUIDE 835 .656 $L-906 pL-902 MULTI -POINT LOCK ACTIVE MULTI -POINT LOCK PASSIVE 1 1/2" LONG #FD -826-1 0.656 J -I .808 1.75 -I 1,750 -I QUARTER ROUND .066 .063 O (1/4") BEAD .125 I LOCK 2' 1.250 #'L-911 .072 J 1.625 045 -J L0.198 .065 .214 p4 i� HALF ROUND 062 4,000 4.500 42 FALSE MUNTIN .072 TURN O 0 RAIL ADAPTER ,500 -913 O JAMB ADAPTER KNOI 1 1/2' ML #L-909 .094 _ O �L-904 oaz ]eD Flazihta Vm FPVC Com�sition-Team Plasliq Inc. 50 51 52 53 SIDEId'YE PANEL O35 ALUMINUM PLATE 2 LONG 1. FPVG &aolc Compound No. 7200.76 1812 4.348 PHYSICAL ASTM NO. { 136 100 J DumnaterHardrc•'A", 10 see 75 D4240 Sp ific c-ily les J ACTIVE HANDLE H p #HC -002 D-792 I Temik Strengt1;P51 1640 D63S PANEL TOP & t' 0.1178 0.096 Utfinme Elongation% O BOTTOM ItAII. 4.066 6 TRIMSET & PASSIVE HAND L TRIMSET 340.0 DZ38 FRAME JAMB Modulur(� IOOYet7mgefi-,PSI 765.0 D639 #L-908 O O FRAME HEAD SHEAR PLATE 44 s3o t actBritame .310 D.746 #L-903 pL-915 •2. FPVC White: Compound No. 7267-76 NOTE • PHYSICAL ASPM NO. 2.686 AmmelerHet(loea "A", TO sec 75 D-2240 1. ALL DIMENSIONS SPECIFIED ARE IN INCHES ie 100 .500 to Specific Gr Mty 1.45 D-792 2. SEE ELEVATION AT SHEET 1 OF 6 FOR p n ,� 1640 D-638 9&6MAY. SPACING AND IgCATIONS Tem➢o SEf-&% Ultimate Elongdion, •/. T £ R c, 373.0 D638 11 nMY 1RHt70DC f RfiVISED 4.500 Modulus® � R _ �° �Mib Oke Fk,4:0. IOD% pmgaficti PSI 765.0 D-08 WIaECde Im iki -30,0 D-746 IS-OSe3.6C 4teda FRAME LOW SILL AwqftueNe/7 45 - /ZJ2_•OJ �L-918 F:atHntlneA[s ae 14le G�/`C]T�- NOTE: a THD J. OS I1(•) PROFESSIONAL ENGINEER • • • • • BY• • • • JG -!a , t,}, `•„� REFER TO DETAIL '83' AT SHEET a 3 OF 6 PL LIC.; NOTES AND LIMITATIONS. �Gul)7TE GUIDEN 57 jt.5v5225 • • • -3 1 Revf No T 1,eV�F'jF� T �/j,��f//T ♦ ^"y'•"r��iii•• k�ddM• 8501 NW 90th St. ®1 3/8. O.D. 3/8' D.➢. IaauTa C1at 07 2y/��0°• //7F�OORR/TADDITIONAL I I F / MEDLEY, FLORIDA 33166 4 STEEL BOLT STEEL BOLT - ••' AaLlnad Yult-Point Lock Ol/27/II S R (305) 696-8660 LA STAINLESS STEEL WLT (a) ""'6' C.D. SS: "'- 6.0 psf) a) 3/6' 00. SSS 664 * Revised to Comply 1•/ 2010 PBC JUNt77ACTURFR OF QUALITY ALUMINUJ( 97NDOWS IND CLASS DDQRS U / }FBC Revised to cpm W � • • y,•, eeey..a). a..ee.Arad.e rMee sAuc ari R�IRd 9 0 tional Multi P -Point Locks rWO-POPTIONAL 4g TWO-POINT LOCK 68,0 ps[ DP) (./- psf) INACTIVE -PANEL 1a to Co 1 sr PBC 0 OVAL IC; FRENCH DOOR 6 OF 6 b' S TE OF ° L Porte" Impact" French Out -Swing Door 9 :'ri••� Nesoa Eraao / �� ` Active Lock Lock ASHLAND #W5110-STACT5 Ppsslve Lock ASHLAND 6W5110-STPAS4 LOCK #HC -060 FLUSH BOLT #HC -001 Nesoa Erazo• • �1 • `. • HANDLE L TRIMSET ASHLAND RW5201A-A HANDLE 4 TRIMSET ASHLAND aW520tA-P 76.0 psf Dif P) v i- YA'♦`: • ♦♦ NAEM-- aw.: na.e DATE_ *rc tta a.L.. FD -2003 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI -RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eoy/economy 8501 NW 90 Street 0000 Medley, FL 33166 0 0 0000 0 0.0 0 0 SCOPE: " ' • • • • This NOA is being issued under the applicable rules and regulations govemmg* ib'e' use of $5$Atructio$"' • • materials. The documentation submitted has been reviewed and accepted by Miami bade Counl� RER r....: Product Control Section to be used in Miami Dade County and other areas where 449y td by:he *Aathority 0000 Having Jurisdiction ( 0000.0 0 0 00000 0 This NOA shall not be valid after the expiration date stated below. The Miami -Dad& bounty PrUw% r-ontr" .... Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dada CkM) reserve the right 0 to have this product or material tested for quality assurance purposes. If this pfoduct•or mUM fails to• • • • perform in the accepted manner, the manufacturer will incur the expense of such:testinf and the AHJ may...., immediately revoke, modify, or suspend the use of such product or material within tleir Jurisdiction. REP 0000 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, includine the Hieh Velocitv Hurricane Zone. - DESCRIPTION: Series "3i00" Outswinn Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. 0200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08,with revision E dated 12/07/18, 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 ,. A PACT_RATING: Large andSmall Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors_and.shalLbe-available.for ;. nspection.at the,job site at the request of the Building Official. This NOA revises and renews NOA No. 17-1212.22 6d consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentione4�above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 19-0227.06 Expiration Date: March 04, 2024 31-5)Q Approval Date: April 04, 2019 11 Pag"e I Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1020.08) 0 09000 2. Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision "D" dates, 11:01/1 7,.2;e,pared pyo ;;• manufacturer, signed and sealed by Thomas J. Sotos, P.E. • • • • .. ...... B. TESTS 0000 • 00.00 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • : • • : . • .: • • • • • 2) Uniform Static Air Pressure Test, Loading.p TBC, TA9 202-94""" .' 3) Water Resistance Test, per FBC, TAS 202:94• : . . ••.0:• 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202$14"' along with marked -up drawings and installation diagram of ttsehes 3100 tptswing • aluminum casement window, X configuration, w/5/16" ann. 1• •ami glass w/PVB laminate by DuPont, Test Report No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) 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.'s HETI-08-2099B, HETI-08-2100, HETI-08-2101, HETI-08-2102B, HETI-08-2097B, HETI-08-2103B, HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated 07/10/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, dated 10/01/08 and 01/30/09, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04/09 D. QUALITY ASSURANCE 1. 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 DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring 01/14/17. Manuel Pre P.E. Product Control x iner NOA No. 1 -0227.06 Expiration Date: March 04, 2024 Approval Date: April 04, 2019 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL, CERTIFICATIONS (CONTINUED) 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 oar ii?/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chem&al ConSdAy (MIS •: • for their "Saflex Clear and Color Glass Interlayers" datgd.gF%J9/144 *icing on•�;• 05/21/16. ...... F. STATEMENTS • • • • • • .. 1. Statement letter of conformance to FBC 611 Edition (2Si9Jj• ¢nd `;e iq. flnancki: • • • interest" dated 11/17/17, prepared by the manufacturer, signed and sealed b3� Thomas• •: • :90:9: J. Sotos, P.E. (Submitted under NOA No. 17-1212.22) • • • • ; • 2. Department of State Certification of LAWSON INDUSTRIrES,dNC. is Tfdr profit corporation, active and organized under the laws of the 'State of Flolida, date* • •: 04/11/14 and filed at the Secretary of State. (Submitted under NOA No. P7=1'212.22) 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2099A, HETI-08-2102A, HETI-08-2097A, HETI-08-2103A, HETI-08-2131A, HETI-08-2099B, HETI-08-2100, HETI-08-2101, HETI-08-2102A, HETI-08-2102B, HETI-08-2097B, HETI-08-2103B, HETI-08-2104, HETI-08-2105, HETI-08-2106, HETI-08-2125 and HETI-08-2131B, all dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 14-0908.20 issued to Lawson Industries, Inc. for their Series "3200" Outswing Aluminum Casement Window — L.M.I., approved on 11/27/14 and expiring on 03/04/19. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. L3200-0801, titled "Series: 3200 Outswing Impact Casement Window", sheets 1 through 7 of 7, dated 07/27/08, with revision E dated 12/07/18, 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 Manuel Per , P E. Product Control Fftamjher NOA No. 19- 7.06 Expiration Date: March 04, 2024 Approval Date: April 04, 2019 E-2 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 1. (CONTINUED) 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-9.4 • • • • along with marked -up drawings and installation diagram of a series'3200 otif%Ving aluminum casement window, prepared by Fenestration Testing.L, D fatory,Xc;; Test... Report No. FTL-10570, dated 02/08/19, signed and sealed by jdal" Orteg4P.E. • . 0000 . 0000.. C. CALCULATIONS • • • • 0000.. 0000. 1. Anchor verification calculations and structural analysis, complylog'qVith FJ)C.6? • • • • Edition (2017), dated 03/01/19, by manufacturer, signed'and sealed b' prepared 0000.. 0 Thomas J. Sotos P.E. • 0000.. 0000.. D. QUALITY ASSURANCE . _ ., .. 0.000. 0 1. Miami -Dade Department of Regulatory and Economic Resources (AR) : • : 0 •' E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interiayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance to FBC 61h Edition (2017) d "No financial interest" dated March 8, 2019, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest with the laboratory, dated March 8, 2019, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, P.E. 3. Testing Proposal issued by the Product Control Section, dated December 12, 2018, signed by Manuel Perez, P.E. G. OTHERS 1. Notice of Acceptance No. 17-1212.22 issued to Lawson Industries, Inc. for their Series "3200" Outswing Aluminum Casement Window — L.M.I., approved on 02/01/18 and expiring on 03/04/19. Manuel -pe ez, E. Product Control xam" er NOA No. 19 7.06 Expiration Date: March 04, 2024 Approval Date: April 04, 2019 E-3 3 AT FRAME HEAD 3 AT FRAME SILL 5 AT EA. FRAME J EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ W/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 37' IW FRAME ANCHORS, SHEETt. (FRAME (A) 6 AT FRAME HEAD (FRAME SII (C 6 AT FRAME SILL (D) 4 AT EA, FRAME JAMB ' /1 CLUSTER AIL Ito AT .LO TYPICAL) (IIAX.) AYpILCLAL CORNERS 1 I (MAX -))6 Al r/ I 30115 6WidIr" fA 36 `\\ i / i d n � W 1 BtGCkGt at Rli -apan. ' C? p \ PRODUCT REv(sFD WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. 13"Idi plyipg with the ROMA ng COdo MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND A+rrsu>d To . u m li 'eDtiaR D+:te ---i `B - I D I • • • • • • 13y 6• ( B -14,I 4° S" p 14 25• .C. NAX. 7, ANCHOR CLUSTER ANCHORS, SEE DETAIL M4 AT (A) 6 AT FRAME HEAD SHEET 7 OF 7 (C) 6 AT FRAME SILL (FRAME SILL TYPICAL) (D) 4 AT EA. FRAME JAMB! 9R ALELRS (3-8)A Al (MAX.) > ( ) ELEVAfI-6'' SEE SHEETS 2 & 3 0f 7 FOR ANCHOR TYPES, DESCRIPTION fA AND ANCHOR LOAD CAPACITIES. `\\ i Al �/, N _-- . - m PRODUCT REv(sFD WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. 13"Idi plyipg with the ROMA ng COdo MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND A+rrsu>d To TRANSFER THEM TO THE BUILDING STRUCTURE. li 'eDtiaR D+:te • • • • • • • • • 13y _xv • • • • • • • •• Mimi V. • •• • • • .^ SZP,µ,kA, • ••• • 0 / I 1 __ \ Or • a: C. Revieed to Com 2074 FEC ND TRIES, NC. PH No. (305) 696-6660 w • 1 D. Revised to 20 7 • • • �PICI"M OF9RUAL17Y ALIOURM IDVDa1S AND CLASS DOORS Ise c+l: Pert tlns prµ' S..Se/RmrC Mew Ry�renor /+ RMrras �: NOA • 6M96E11BL 3200 LCNOA t!- f • E. Revised and Up9h•d per Fl• Teat 4105W • • • Ser;s: '340.• 04tsiving Impact Casement Window TAP OF ,"kt a R e.r Dy °°t N. EHkZo• D, zv ,"a / t q'e v`e R'"`""'r• r„ q N. EEAZO 18 07/SB yd ` /�f Afi�,•'S�+ Rrwfew truce + GENMERAL NOTtS & APPROVED ELEVATIONS (X, XX, XO or OX) Scare hvAuet Rr/rrw,a N,en4rrDrr.uiN Num/w: L3200-001tTE_ 1 OF T xed Bracket fromend.wx (MpX,)B-14'{--�4'B• 25' 0 MAX.>. L- at all Fixed Co 74•t e+iv 'j -"' "X 1 n v e mora WINDOW FRAME WIDTH oaDs-oN'3iD?7SI` of 7) "XO" ELEVATIONr — (OX reversed) "?OI" ELEVATION MUNTINS RE APPLIED (LIMITED TO LOADS ON SHEET 6 OF 7) (LIMITED TO LOADS ON SHEET' 6 OF 7) V/ SILICONE AND ARE FSERIES=3200'OUTMNU--ME iE �I AC INDOW A RO ED ELEVAT ONS AVAILABLE AS OPTIONAL. I'HLY WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014 - 5th Edition & 2017 -6th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-9 . THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT 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 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (D.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 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.) SEE SHEET #4 OF 7 FOR BILL OF MATERIALS AND DETAILS. 6.) SEE SHEET g5 & 6 OF 7 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED PRIOR TO WINDOW INSTALLATION (BY OTHERS). (SEE SHEETS y2 & 3 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 FLORIDA BUILDING CODE. 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.) SEE SHEET 111 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & WT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE GENERAL ANCHORS NOTE SEE SHEETS 2 & 3 0f 7 FOR ANCHOR TYPES, DESCRIPTION AND ANCHOR LOAD CAPACITIES. ALL ANCHORS WITH A MINIMUM OF 1 1/4' EMBEDMENT INTO MASONRY, WOOD OR COMCRETE, PRODUCT REv(sFD WOOD BUCKS AND METAL STRUCTURES NOT BY LAWSON IND. 13"Idi plyipg with the ROMA ng COdo MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND A+rrsu>d To TRANSFER THEM TO THE BUILDING STRUCTURE. li 'eDtiaR D+:te • • • • • • • • • 13y _xv • • • • • • • •• Mimi V. • •• • • • .^ SZP,µ,kA, • ••• • ' ,F RruYfen Rohr • • • • • P N ,• Iw I R.= to Com' e/ 2010 FBC ° z' • .• /�/ ® T `J®1 , 1 e`CV// 6501 N.W. 90 ST. '\- . •• � tM B. R -I aM R -Won to haat 3 h 6 of 7 1//-,-Jllpatl. I• MEDLEY, FLORIDA 33166 • a: C. Revieed to Com 2074 FEC ND TRIES, NC. PH No. (305) 696-6660 w • 1 D. Revised to 20 7 • • • �PICI"M OF9RUAL17Y ALIOURM IDVDa1S AND CLASS DOORS Ise c+l: Pert tlns prµ' S..Se/RmrC Mew Ry�renor /+ RMrras �: NOA • 6M96E11BL 3200 LCNOA t!- f • E. Revised and Up9h•d per Fl• Teat 4105W • • • Ser;s: '340.• 04tsiving Impact Casement Window TAP OF ,"kt a R e.r Dy °°t N. EHkZo• D, zv ,"a / t q'e v`e R'"`""'r• r„ q N. EEAZO 18 07/SB yd ` /�f Afi�,•'S�+ Rrwfew truce + GENMERAL NOTtS & APPROVED ELEVATIONS (X, XX, XO or OX) Scare hvAuet Rr/rrw,a N,en4rrDrr.uiN Num/w: L3200-001tTE_ 1 OF T • • • • • • • • • • • • • • • • • • • ••• •• •• • • • f• •• 0 • • ••• • • u EXTERIOR ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP. •. 1/4" (MIN. EMBED.) METAL LATH & STUCCO (BY OTHERS) 1/4' MAX. SHIM SPACE O 17 EXTERIOR GRADE PERIMETER CAULKINI BY OTHERS ,' (TYPJ ' D1 Al 17 l # 12 S.M.S. or WD. SCREW W/ .STANCE 1 1/4' MIN, WOOD EMBED STUCCO- 47, OTHERS) !Sl11 47 1 1 /4" ° � L 12 16 48 INTERIOR . NOTE. EXTERIOR WHEN TRE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. -GLASS 13 3 42 18 25 n II B 24 ° 7 17 B 1 4C17 1817 18 15 10 15 I _ — 17 EXT1/4' MAX . GRADE SHIM EXT: G G RADE- PERIM. CAULKINPERIM: CAULKING (TYP) V (TYPJ L ° 22 23 6 dO' I G STUCCO Cy 4 /4" (BY OTHERS) d ° (MIN. EMBED.) . t 44 6' MIN' EDGE DISTANCE METAL LATH, STUCCOtt!' AND EXTERIOR GRADE TYPICAL ANCHORS:(SEE ELEV. AT SHEET 1 OF 7 FOR SPACIN SHEATHING (BY OTHERS) ELCO ULTRACON RULOEX S.M.S. (Into 2X) 2X WOOD BUCK (TYPJ ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYPJ A `� 2' 1/4' TAPCONS MIN. EDGI W/ 1 1/4' MIN. 1' MIN. EDGE D IS NCI' CONC. EMBEDMEN PERIM. CAULKING STANCE STUCCO�� (TYP) 10 (BY OTHERS) ALL WOOD BUCKS ('SHIM SPACE n w I. F&_ • • ENGINEERED SEPARATELY aN.V.1-n too meet 5 • 6 of 7 IV 1 �j & TO BE REVIEWED BYROTHERSLKING NDiIS RIE I (TYP) 1 • • • AUYUrACWJNM O/ODIILTY ILDlOROY WVVDOIS AND CUSS DOORS u EXTERIOR ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP. •. 1/4" (MIN. EMBED.) METAL LATH & STUCCO (BY OTHERS) 1/4' MAX. SHIM SPACE O 17 EXTERIOR GRADE PERIMETER CAULKINI BY OTHERS ,' (TYPJ ' D1 Al 17 l # 12 S.M.S. or WD. SCREW W/ .STANCE 1 1/4' MIN, WOOD EMBED STUCCO- 47, OTHERS) !Sl11 47 1 1 /4" ° � L 12 16 48 INTERIOR . NOTE. EXTERIOR WHEN TRE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8', SHIMS ARE NOT REQUIRED. -GLASS 13 3 42 18 25 n II B 24 ° 7 17 B 1 4C17 1817 18 15 10 15 I _ — 17 EXT1/4' MAX . GRADE SHIM EXT: G G RADE- PERIM. CAULKINPERIM: CAULKING (TYP) V (TYPJ L ° 22 23 6 dO' I G STUCCO Cy 4 /4" (BY OTHERS) d ° (MIN. EMBED.) . t 44 6' MIN' EDGE DISTANCE METAL LATH, STUCCOtt!' AND EXTERIOR GRADE TYPICAL ANCHORS:(SEE ELEV. AT SHEET 1 OF 7 FOR SPACIN SHEATHING (BY OTHERS) ELCO ULTRACON RULOEX S.M.S. (Into 2X) 2X WOOD BUCK (TYPJ ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYPJ A `� INTERIOR 1t.N.�.. A. r a'p B. C. EXTERIOR 1!!] 111 INTERIOR r4OUi;cr rEvcsr�r v m -.h the Florida T,u''u�n4 C^.ie 2 X(p 1' MIN. EDGE r (wn FAIRED ) PERIM. CAULKING STANCE (TYP) 10 1/4' MAX. ALL WOOD BUCKS ('SHIM SPACE n w I. F&_ • • ENGINEERED SEPARATELY aN.V.1-n too meet 5 • 6 of 7 IV 1 �j & TO BE REVIEWED ' NDiIS RIE I 43 • • • AUYUrACWJNM O/ODIILTY ILDlOROY WVVDOIS AND CUSS DOORS BLDG. OFFICIAL (TYP) ,;"Wpar F'f{6 Taal /f05� 47 1/4' 50 (MIN, Eism.) 2X WOOD BUCK TO CONC. lll�ANCHORED TO BE P.T. (TYP.) 15 17 1/4' MAX, SHIM SPACE (W) INTERIOR 1t.N.�.. A. r a'p B. C. EXTERIOR 1!!] 111 INTERIOR r4OUi;cr rEvcsr�r m -.h the Florida T,u''u�n4 C^.ie 2 X(p :1_«x:ooe iJo iz ixah�an L3;+t� r (wn FAIRED ) PERIM. CAULKING goy • �w�� (TYP) 10 1/4' MAX. ('SHIM SPACE 2X WOOD' BUCK (TYPJ EXT: GRADE --/50 (wn FAIRED ) PERIM. CAULKING (TYP) 144 •• •l�{or•2X • • •• • P.TIP WJ. 19LICR • • • • • • • • •1' RIN L E DISTANCE n w I. F&_ • • T LA TFS ON aN.V.1-n too meet 5 • 6 of 7 IV 1 �j 6501 N W. 90 S7 MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 nply w 2014 THC NDiIS RIE I n %r 20h4* • • • AUYUrACWJNM O/ODIILTY ILDlOROY WVVDOIS AND CUSS DOORS orr. cora v..r a�a.s: a..wyaae ..NOF • R4sEUBl_ �NOOW 3200 LCNOA OB -0/ ,;"Wpar F'f{6 Taal /f05� .N. o' '00 z; . Series: n240 :0vts;7ing Impact Casement Window N. ERA7A Ake 12 m/le • • VERTICIL CROSS-SECTIONS, DETAIIS & NOTES wo E g°°a` Lhva.�t E ert3iao-0anaN-of ora.eo"'�' L3200-0801 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • I� Y W^ PERIMETER CAULKING E—J \ FIXED VENT 47 178 > 7 INTERIOR D 17 ,6 16 ALL WOOD BUCKS • WREN THE GAP BETWEEN THE WINDOW FRAME ENGINEERED SEPARATELY AND THE BUCK OR MASONRY IS LESS THAN 1/8", & TO BE REVIEWED SHIMS ARE NOT REQUIRED, STUCCO BLDG. OFFICIAL (TYPJ (BY OTHERS) OVERALL FRAME WIDTH r— PERIMETER CAULKING _. .__... EXTERIOR 21 12 16 48 21 Z � v ? 13 GLASS w 43 OPERABLE VENT 1%4' ' ° TAPCON 14 51 c 1 t//a' 18 18 (MIN. EMbED.) P 20 INTERIOR .v 42 42 47 21 Vo; 1717 16 LI' MA% "UD o TYPICAL ANCHORS:(SEE ELEV. AT SHEET 1 OF 7 FOR SPACING) ANCHOR TYPE CHART IN CONC. or MASONRY min. ANCHOR OP1i0NS S17Ji Embedment Edge Dist Concrete 11/2* ELCO ULTRACON 1/4' 1 1/4' 1" 2.85 Ksi BUILDEX 1/4' 1 1/4" 1 1/2" 2.0 Ksi ANCHOR TYPE CHART IN 2X WOOD BUCK min. ANCHOR OPTIONS HEAD–SILL JAMB Embedmen Edge DIeL 2z Wood ELCO ULTRACON 1/4" 1/4' 1 1/4" 1" .55 SG BUILDEX 1/4" 1/4' 1 1/4' 1" .55 SG S.M.S. (Into 2X) #12 #12 1 1/4' 1' .55 SC OPERABLE VENT/ — O ,6 17 O D — ALL WOOD BUCKS ENGINEERED SEPARATELY — & TO BE REVIEWED BY BLDG. OFFICIAL (TYPJ P.T WOOD BUCK NOT BY LAWSON IND. MUST SUSTAIN IMPOSED LOADS I ,,, SHIM SPACE F 1g 18 3 W D'. i cam+ _- W ?u `! G E N � A 43. v 1/4' P TAPCO�`N STUCCO <BY OTHERS) . a � N O ° ° TAPCON 20 (MIN. ENBED.) • NOTE: WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. CAULKING EXTERIOR v _Y'47 x 1 1 INTERIOR n 17 17 16 ,acC�UCT RE%IIS1D .� ALL WOOD BUCKS cscwlplpiog na,thellarldn ENGINEERED SEPARATELY & TO BE E IEW Fl, i u+�13.te n n � xpirmtion+llste ••• ••• • •BTC. F Cl L &TY ) • • • • • • • • • Ofi P"400 A R_=l. Comply 0 •1010 {gC • • B. Renewal and Revubn to sheet 5 R B of 7 LA WS uN 8501 N.W. 90 ST. MEDLEY, FLORIDA 33186 C. Revised to Com w 2014 FSC ND STRZES PH No. (305) 696-8660 0. Revised to Com h•,W Rall FOC • MANUPACJWX OA ,. 9UAL[fr ALUYDrUkf WMOIH IND ,.°S DOORS rI"° cy.: sa.tt'� P..•rdy.K s«ayrwau• Ins Ay'sanw p s.vrro,. e.. E. Revised and FUA�"d per Teat 3200 a'aw • ern ••43•••N. 09 z7 Sery44: 2O.Ot'& wing Impact Casement Window sv HORIZBNTAL t�ROSS—SECTIONS, DETAILS & NOTES N. E 12 09/18 1.�L1''vb`' s.vale,. s.v.e sww: »vay.e wl.,.n.. N,e,Ww- s.mM„e N.enrr: ,rn..tr rpt=s'� E CASEMENT3200–GlINDA-01 1.3200-0801 3 OF 7 • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST ITEM $ DWG. N0. PART NO. QUANTITY DESCRIPTION REMARKS ITEM # DRG. N0. PART N0. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP - OPT. NYLON 6/6 1 L-3001 UI-118 1 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE 2 L-3002 LII-115 1 FRAME SILL 6063-T6 ALUMINUM 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 UI-115 2 FRAME JAMB-HINGE S1DE 6063-T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4' PH SMS 4 L-3002 LII-115 2 FRAME JAMB-LATCH SIDE 6063-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CUP SCREWS #12 X 1 1/2" PH SMS 5 L-3004 UI-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 45 SM-5504 ISEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 6 L-3004 LII-119 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 46 ISEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 UI-119 2 VENT SIDE RAIL-HINGE SIDE 6063-76 ALUMINUM 47 L-3007 UI-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" L) 8 L-3004 UI-119 2 VENT SIDE RAIL-LATCH SIDE 6063-TB ALUMINUM 48 L-3009 L-3209 AS REQD. GLAZING BEAD - 7/16" 6063-T6 ALUMINUM 9 L-3003 UI-116 AS REQD. IN-POST 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW ,#8 x 1 1/4' FH./PHIL. SDS 10 L-3006 UI-111 1 X ANCHOR FRAME SILL ANCHOR CUP 6063-T6 ALUMINUM (3" L.) EXT. GRADE BACK BEDDING 50 8 X POST IN-POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 11 L-3005 UI-113 AS REQD. FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3' L.) BE APPLIED BEHIND WI - 12 L-3010 L-3210 AS REQD. GLAZING BEAD - 5 WINDOW FLANGE BY / 51 DC-899 AS REQD. CLA7ING SEALANT SILICONE 16" 6063-T6 ALUMINUM VI INSTALLER (TYP,) ALL WOOD BUCKS 13 L-7531 L-7531 AS REGO. GLAZING BEAD BULB VINYL PVC VINYL FACE CAULK 2X WOOD ENGINEERED SEPARATELY 14 SM-5731 AS REQD. GLAZING SEALANT - SILICONE BY OTHERS CTYP.> BUCK (TYPJ ; & TO BE REVIEWED BLDG. OFFICIAL (TYPJ 15 L-3012 AS REQD. WEATHERSTRIPPING - FRAME/VENT PVC VINYL 16 L-3011 L-3211 AS REQD. GLAZING BEAD 11/16" LAM./INSUL. 6063-T6 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME # 12 S.M,'S. or WD. SCREW 18 L-3013 8 CORNER KEY PER VENT Q + W/ 1 1/4MIN. WOOD EMBED 0 19 L-3013 4 X POST CORNER KEY PER IN-POST 20 8 FRAME ASSEMBLY SCREWS X10 X 1" PH SMS Mw. EMBED,) 21 8 VENT ASSEMBLY SCREWS X110 X 1 1/4" PH SMS d WINDOW FRAME \ - - - -- - 22 2 X VENT 4 BAR 90' HINGES -STD. & H.D. 23 2 X VENT 4 BAR 45' HINGES - STD. & H.D. EXT. GRADE BACK BEDDING=_ __= 24 AS REQD. HINGE MOUNTING SCREWS #10 X 1/2" P.H./PHIL. 8 EXT. GRADE PERIMETER TO BE APPLIED BEHIND CAULKING NOT BY WINDOW FLANGE BY 25 1 X VENT VENT OPERATOR -DUAL or SINGLE p 'LAWSON INDUSTRIES', INSTALLER (TYP,) 26 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL SDS TO BE APPLIED BY27 1/ OPER. STAINLESSSTEEL 'C' TRACK ' OTHERS (TYP) 28 2/ TRACK TRACK MOUNTING SCREWS S8 X 1/2" F.H./PHIL. SDS • `—EXTERIOR GRADE 29 1/ OPERATOR SND BRACKET CONNECTOR STUCCO OR EXTERIOR FINISH _ PERIMETER CAULKING BY OTHERS CTYPJ LATH,+`��. BY OTHERS (TYPJ 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2" F.H./PHIL SDS z.011/2" AND—METAL EXTE IRSTUCCO GRADE 31 1/ VENT LOCKING HANDLE SHEATHING (BY OTHERS) 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS ;j110-32 X 3/8' PH MS FRAME PERIMETER CAULK DETAIL 2 .WOOD FRAME INSTALLATION DETAIL 33 1/ VENT LOCKING MULTI-POINT BAR SUBSTRATES 34 1 x tocK POINT TIE BAR NYLON GUIDES " SEE MULLION APPROVALS FOR r:10DUC<, REVISBID CONCRETE OR MULLION TYPE, SIZE AND MAX. `r'""'rp;Yn Wiwi the F:ori4a 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL B P.T. WOOD P.cidiq;C+de 36 1 LOCK KEEPER DESIGN PRESSURE LIMITATIONS. / (Si. STEEL) BY ❑THERS (TYP, NOTE: I''�N" ' 21 THE LOWER PRESSURES OF `xpa E' O"' r„Q. 37 2/ KEEPER KEEPER MOUNTING SCREWS 17 FIXED, CASEMENT WINDOW, OR By 38 I{jpt� � • • • a • sNuaiBER 6063-75 ALUMINUM MULLION SHALL GOVERN. p.,t+mri I • • °'x I'rodl C• 39 2 S B R SNyBBER INSTALLATION SCREWS 8 X 1/2- PH SMS 1/4' MAX. • • • • • • • • • • • SHIM` a.W • • •-t- • •y� • [^/ A. Revised to CRn w �0�(1•FBC 1/�I� /// /`®J F7. C- 65 rr 8501 N.W. 90 ST. �,:, g 12 S.M.S. X 1 1/4" L. ,i •4� vers B. R.—I and Re II to sheet 5 & 8 o1 7 MEDLEY, FLORIDA 33166 'a SEE ELEV. FOR SPACING { n INb S R E S e ', <1"...4:: jy/y IF, 2?, ,• C. Revisetl to Comply + 2014 FOC PH No. (305) 696-8680 �d • ee.: 'e-' "� + ' 1 I/4" `.y«Jf, i ,•' • D. Rmised to pJyV4 •017 FBC • ICfO 0/ Q7IIII77 IIAYfXOY 1IXDOle9 UJO "ASS DOORS O (MIN. EMBED.) ` ! + S • • n••e • l� • hed LLMW 8e4(/Yebe /Mw R•Jenw•• N Aew4n /: B E. Revived U Nee r FR Te 1570 Y VAN 3200 LC1NM OO-Ot 2' MIN. PERIMETER WINDOW FRAME _ � , T. G:+e= . !1{.°, +�^ AK • iii1' +• EDGE e� A _ �u. 0 7x7.66 gr s 3:00 Qutswing Impact Casement Window ,,STANCE 3A n t "., ( to A4< 07/16 ~ �rV7"+' . �a�` �ed..a N.•sRAzo • °�' z • • BILL• OF MATERIALS' LIST AND DETABS ALTERNATE ANCHORING AT c� MULLION ATTACHMENT DETAIL _ I , - +` DATE_:. �"a' C.) �,,v 11 IM1,bts,. E raar: C.VSD.IFNT3200-OaN0A-Ot ura..Yy x,n.wn L3200-0801 sA.•t 4 OF 7 as 0:0 •• • • • • 0:9 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5/18- LAMINATED GLASS COMPOSITION - TYPE A 1 J 17101 DESCRIPTION - - DETAIL --� 1 t/e' ANNEALEDD GLASS 12 0.ASS 0.090' PVP INTERLAYER - - - - 13 I P TROSIFDL PVP by K aray A-1- Inc. .b - - - Or & Snflex PVP by Easenon CMmteol Co. 3 1/8' ANNEALED GLASS 5/161, LA�"-1dINATED GLASS COMPOSITION - TYPE B 9/16' 14 51 W N TTDE EY SCWPTION DETAIL 1/6' HEAT-STRENHT GENED GLASS ' GLA ING ITE 5/16" Laminated V)1 } F' 2 0.090' PVH INTERLAYER fl Saex PVH by EAst- Chemicat Co. I I o�xo•� 820 24 24 3 1/8' HEAT-STRENGHTENED GLASS 2 46 59.0 70.0 820 13 2 6 16 LAMINATED GLASS COMPOSITION - TYPE C 59.0 O 70.0 82.0 I C) ITEM DESCRIPTION ERTAIL 59.0 70.0 1 1/8' HEAT-STRENGHTENED GLASS L 2 - = 59.0 8 INTERLAYER _ 82.0 - - 2 S -t' Sentr Glass interla er b Y Y 59.0 59.0 70.0 82.0 30 24 Kuraray AnerlCa 2 59.0 59.0 70.0 3 1/8• HEAT-STRENGHTENED GLASS 30 30 3 3 59.0 59.0 1 70.0 82.0 14 51 3 4 59.0 9/16 70. D 82.0 30 60 3 GLAZING ITE 59.0 7/16" LAMINATED GLASS COMPOSITION - TYPE "D" TTEY DESCRIPTION DETAIL -- n 1 1 3/16' ANNEALED GLASS 2 0.090' PVD INTERLAYER 70.0 Soflex PVB by Eastman Chemicat Co. T a j- 3 3/16' ANNEALED GLASS 7/18' Laminated 16 13 11/16" LAMINATED GLASS COMPOSITION TYPE "E" -- ITEM DESCRIPTION DETAIL 1 1/8' ANNEALED GLASS 1 51 4 2 0090' PVB INTERLAYER _ _ _ _ _ Saftex PVB by Eastmon Chemical Co. . 9/16 3 1/8' ANNEALED GLASS =- - GLAZING 131TE sa 1 1/4' INSULATED AIR SPACE � _ "-_'- 1I/16" Inmianted/Insulated 3 1/8' ANNEALED GLASS adva' LAMINATED GLASS TYPES GLAZING OPTION DETAILS NOTE: WINDOWS WITH GLASS TYPES "E" INSTALLED ABOVE 30ft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2017, Chapter 24 Section 2411.3.3.7). 2620 to 2830 N 2640 fA 2650 2860 382020 p� 2830 O 2840 ^d 2860 it Wndow 111 pass Type "A" 11 Glass Type "B" I Glass Type "C• I Glaas Type "a' I Glass Type "E" 11 X,r 111 6A G" Annealed C3asA I 5116" H.S. Gass - PVB1 5116" HS. Gass SCP 7/10" Annealed Gass 1 11H6" Arslealed Glass 70.0 1 820 .37- --63-1-g -- --3- -59.0- o- 70.0 820 37 74.25 3 5 1 59.0 59.0 70.0 820 24 24 2 2 1 59.0 59.0 70.0 820 24 35 2 3 59.0 59.0 70.0 82.0 24 48 2 4 59.0 59.0 70.0 82.0 24 60 2 5 59.0 59.0 70.0 82.0 24 72 2 5 59.0 59.0 70.0 82.0 30 24 3 2 59.0 59.0 70.0 82.0 30 30 3 3 59.0 59.0 1 70.0 82.0 30 48 3 4 59.0 59.0 70. D 82.0 30 60 3 5 59.0 59.0 70.0 82.0 ).0 820 1 70.0 73.0 1 70.0 73.0 70.0 820 1 70.0 820 1 70.0 ).0 82.0 70.0 73.0 70.0 73.0 ).0 82.0 70.0 73.0 70.0 73.0 ).0 82.0 70.0 73.0 70.0 73.0 ).0 82.0 70.0 73.0 70.0 73.0 ).0 82.0 70.0 73.0 70.0 73. D 30 72 3 5 1 59.0 59.0 70.0 820 1 70.0 820 1 70.0 73.0 1 70.0 73.0 32 24 3 2 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 32 36 3 3 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 32 48 3 4 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 32 60 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 32 72 3 5 59.0 59.0 70.0 820 70.0 82.0 70.0 73.0 70.0 73.0 36 24 3 2 59.0 59.0 1 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 36 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 36 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 36 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 36 72 3 5 %0 59.0 70.0 B2 0 - al RIB •, i}i s C " _ t O�.v.°.yTYgnj.�`.""� tL=^ba 4 A Rwi-d to Comply w/ B. Renewal and Rwision C. Rwised to Ca n I w D. Revised to Com E Revised ane N. EEIZO: AeWre str N. RRAZO R.Wbw Lrvet E PRO1DUC"C REVISED es c;implying i:•tk the Florida 3v:tJinE fod:. !f Ac: Orn 'c Mo ln�. •• ••• • • • • • •• • •• • • • • ••• • • • 00 all• �/ Li $ r� ®I MEDLEY. FLORIDA 33166 ND US T3ZILS, INC. PH No. (305) 696-8660 • • • YAIIOPAC1110ARR OFeeOALTY AIDYINIY InNDO78 AND GLASS DOORS •so Cra•: Parr Rae a4ya.K 3nbAr.eae sr... bAnaas /: RM.ra•. /: NOA •EII81. AINDGW 3200 L(x10A OB- 7 Series: !1240.Olstseting Impact Casement Window • GLASS & DP CHARTS AND GLAZING DETAIIS FOR "X" UNITS wear, CASEA T3200-0ana -01 d'�rma 13200-0801 sA..a 6 0P T • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 18 LAMINATED GLASS COMPOSITION - TYPE A*INGITI ITEM DESCRIPTION 1 1/8' ANNEALED GLASS I DRTAM _ 2 0.090' PVD INTERLAYER as TROSIFOL PVB by K --ay Amrlco Inc v or a3�4'4 Soflex PVB by E-tnon Chenicol Co. 3 1/8' ANNEALED GLASS16 LAMINATED GLASS COMPOSITION - TYPE BITEM DESCRIPTION DETAIL 1 1/6' HEAT-STRENGHTENED GLASS 2 0.090' PVD INTERLAYER .a � 5/16" Laminated Salle. PVD by Eastnon Chaanc¢t Co. I 3 1/8' HEAT-STRENGHTENED GLASS a34o• 44 13 5 IS LAMINATED GLASS COMPOSITION -TYPE "C"-- I ITEM DEBCRON43ON DETAIL. --� 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER '------------- S-tryGlav Interloyer bye 'i. -- - - --- - Kuraroy AneNco Inc J 3 1/8' HEAT-STRENGHTENED GLASS o�Y 14 51 9/16 GLA ING BITE 7 IB LAMINATED GLASS COMPOSITION - TYPE D 7/18' Laminated ITEM DESCIRPTION DETAIL t 3/16' ANNEALED GLASS 1ST• 16 a _ �13 2 0.090' PVB INTERLAYER Saflex PVB by Eastnan Cnenical Co. 3 3/16' ANNEALED GLASS 11/16- LAMINATED GLASS COMPOSITION TYPE "E' ---- ITEM DW9CRIPTION DSPAFL 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER _ __ 14 51 Saftex PVB by East- Cnenlcal Co. - o �4. 9/16 3 1/8' ANNEALED GLASS -- t GLA ING ITE 4 1/4' INSULATED AIR SPACE �1g =_ -__--_ 11/16" Laminated Ansulated 5 1/8' ANNEALED GLASS 1 a3aa LAMINATED GLASS TYPES GLAZING OPTION DETAILS NOTE:WINDOWS WITH GLASS TYPES 'E INSTALLED ABOVE 'Oft. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENT'S (FBC-2017, Chapter 24 Section 2411.3.3.7). _ • • • • ••• � �.2��R.i: s€113 +I.crs3'.rtt"wC 3!°df"Y:� . �,s[!.�r-��a«,,.> � ',: a,�h� _ •'i� __ _ 3200111 gCasenutWindow Glass 7.ype'.n' aassType'B" pass Type"C' aassType'17' aassrype'f" I Configuration: • ")OC', " XO!' or "OK' 5M S" Annealed mss 5116"K& mss - PYB 5116"R& Glass sS(F 7116" Amealad cuss 11116" annealed Glass •• size Width FleigM Ant3tors DP(+) DP() DP(+) • �+) DP(-).._ • • Code.. ._ _(In) m). HeadlSill Jamb �psf ... . -..psf __. Pat _DP(-)__ - Psf _.I)P(+) psf _ 22 37 26 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 LU 23 37 38.375 4 3 7D.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 24 37 50.625 4 4 70.0 70.0 70.0 73.0 700 82.0 70.0 73.0 70.0 73.0 25 37 63 4 4 70.0 70.0 70.0 73.0 700 820 70.0 73.0 70.0 73.0 32 53.125 28 4 2 70.0 70.0 70.0 73.0 70.0 820 70-0 73.0 70.0 73.0 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 0 34 53.125 50.625 4 4 70.0 70.0 70.0 73.0 700 820 70.0 73.0 70.0 73.0 O 35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 V D22 74 26 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 1323 74 38.375 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 DOA 74 50.625 6 4 700 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 D25 74 63 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3020 36 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3030 35 36 4 3 1 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 3040 35 48 4 4 70.0 70.0 70.0 73.0 MO 820 70.0 73.0 70.0 73.0 3050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 82.0 700 73.0 70.0 73.0 U) LU 4020 48 24 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 r� 4030 48 36 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 to 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 4050 48 60 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 Q J 5020 60 24 5 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 0 5030 60 36 5 3 70.0 70.0 70.0 7aO 70.0 820 70.0 73.0 70.0 73.0 6040 60 48 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 5050 60 60 5 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6030 72 36 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6040 1 72 48 6 4 70.0 70.0 1 70.0 730 70.0 82.0 70.0 73.0 70.0 73.0 6050 72 60 6 4 70.0 70.01 70.0 7aO 70.0 82.0 70.0 73.0 70.0 73.0 Pi'0DUC r LIEV ISED . C -"4)i% With the F!MidR Building[ Cada A -pt -.;L Nb f 7r 02 •• ••,• • • t • s• ry • • • • ♦ • • • • AdimH "A cel A Reiee0 to Comply 4 eI0 1" • so t • 8. R --I and R-mion to i U Ana.," e.. • • N. ER•7Ajq• N 1 � r �r� N. 61tAz0 ®i `' MEDLEY, 01 H. WFLORIDAT 33166 A 5 a 6 of 7 FBC INDUST C. PH No. (305) 696-8660 YANDIACFORER of pDAwr ALDYDVDY IDIDOFS AND CUSS DOOJRS FIVD.w+ _ Pmt c AmtCZ,- -ialwz, n- Ry - /: i-. is Series: 432@0.0t1tssring Impact Casement Window IPLASa & DP CH•RTS A*D GLAZING DETAILS FOR LXX -OX -XO" UNITS - AUCASEMENT 2a DO-G%iQA-Oi ~0 " L3200-0801 9~rt 8 OF T ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • OFRAME IN -POST RAIL 1.218 L-3003 VENT RAIL 00 1.435 6063-T6 ALUMINUM j ASSEMBLY SCREWS 4 +" rr 2 - ;r10 x 1 1/4" O1 FRAME HEAD .062 I 4 1 2' 2AS S L�pY CFIEWS P.H./PHIL. SMS I SLIS L-3001 P.H. IOL. VENT RAIL 6063-T6 ALUMINUM 1 I t3� - - 2.250 mrsw -0,062 2.312J0.062 ,..,-------_- 06212 rAOR 062 3 CLUSTER71 1 t1 .ofiz ' L TYPICAL) 16 __ 10 t6 t 2.399- 4.797 / \ FRAME JAMB VENT JAMB INPOST ANCHOR DETAIL FRAME CORNER DETAIL O VENTI1 RAIL CORNER DETAIL `�J .21 els 5 6 8 .500 1 2 3 4 VENT RAIL �/ FRAME IMPOST FRAME SILL / JAMB 0.062 L-3004 SEE MULLION APPROVALS FOR L-3002 6063-T6 ALUMINUM MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. 093 6063-T6 ALUMINUM NOTE: THE LOWER PRESSURES OF FIXED, 2.250 CASEMENT WINDOW OR MULL SHALL GOVERN -062 2,102 1/4' MAX. 1-.062 0.062 SHIM 2 S.M.S. X 1 1/4e L. ELEV. FOR SPACING FRAME SILL1 2.399 0.688 1 LL STEEL IN CONTACT WITH M. TO BE PAINTED OR PLATED. --.�_.--._.. 12. FRAME SHEAR PLATE 0,340EL METAL STRUCTURES:- -0.078 OR ALUM. 1/8" MIN. THICK) L--3007 ) STEEL : Fy = 36 KSI MIN. 6063-T5 ALUMINUM 0.120 ALUMINUM : 6063-T5 MIN. ASSEMBLr s1 1/1.215 ) 4-j)10X 1 1/4'1.231P.H./PHIL SMS PERIM3B WINDOW FRAME FRAME IMPOST DETAIL ALUMINUM SNUBBER 38 L-3014 SEALANT 0-377 6063-T5 ALUMINUM METAL STRUCTURE ATTACHMENT DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 10 FRAME SILL ANCHOR CLIP .094 11 L-3006 FIXED LITE MOUNTING BRACKET P1:0; AUCT Rf `ViSFt) ��IIte F";arid•+ 6063-T6 ALLIMINUM.970 0.094 0188 _� L-3005 6063-T6 ALUMINUM 36:•Ai gCooje Ateouuce Alo l -O 7,0 r.>TarntrcJl �1 Dau 2D242D240.070 • • • • • • • • • • • •VIM • • • • • • • • • I;Y 2.794— ,478 • •• • • • t ••• • OGLAZING BEAD 12 5/16" Laminated O GLA2ING BEAD 16 GLAZING BEAD ®7 Ati'. ty Sg k "^ Il f'? °Ci� Rn gN'o�ed�m com I • 2010.8! • • • /%�'� /% LA S ®1 L-3010 or 3210 11/16" Insulated/Laminated / 18" Laminated L-3009 L-3209'' a t �. C ^,,, <ji s V 6501 N.W. 90 5T. B. Reneral and Ravbion to sheet 5 @ 6 0l 7 MEDLEY, FLORIDA 33166 LTA INC. PH No. 696-6660 6063-T6 ALUMINUM L-3011 or 3211 or .� 'J'%26 "` ^ c. ReWaed to Com r 2014 FBC (305) YexulrA ' 9UALT17 �OYf,Wu IfND01I3 AND sLss DOSR9 6063-T6 ALUMINUM 6063-T6 ALUMINUM i D. Revised to Com • 0.104{,' o.s46 0.104 -� 0.426 �. :=� E. Revrced and Dred r Ok Teat 10 0 se.�car. • ^'r r^r./uwi' Lam R 1 + N F.swn M; N M tOOW 3200 LCNOA OB -01' ° N. �ltAzs 0f SeL=%s:•3�•OQ CQlty�wing Impact Casement Window 0.112 0.684 LO 0.112 I I 0.176 "^ -^ 0.112 ��68� } .-\' 1� '.,�; :; �: �, 1~ R�'1i1 rr' • EXTRUSIeN CRASS -SECTIONS, &ASSEMBLY DETAHS N. ER82A 12 0 x.«.t,,. trow: r.mne n.A..,,o. Aymwn w.�.w .sm...,: E rwSEMEM32o0-06N0A-Ot L3200-0801 7 OF 7 �y'�, :"�'£eti DATE--- -I'I fi �� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . JOB NAMM i ADDRESS: TOLEDO RE.?lDEl0Cr 9425 N M/AVI AVE MIAMI SHORES, FL 33150 DESIGN CRITERIA •• •• •• • FLORIDA BUILDING CODE .;. •; 0170•0 ••• 0:0 600 WIND CODE: ASCE 7-10 HEIGHT MEAN ROOF HEIGHT: .. 1.5.00 . .. ... .. EXPOSURE: '. ;'ic ;.• ;• •• BUILDING RISK CATEGORY • • •I I �. :.. ..' CONSTANT: 0.00256 40.06 (GCPI): 0.18 (5) WIND VELOCITY (V): 175 -1.40000000 (Kd): 0.85 74.000 EXPOSURE ADJUSTMENT (Kz): 0.849 37.13 (Kz#): FLAT ROOF: 1 N/A (4) 17-1212.13 0.91365824 -1.01365824 Q= 0.00256(Kz)(Kzt)(Kd)(V)A2 = 56.58 p.s.f. Co.., I.DO 8 ;r .:ti�oQ F<<oy W= Q (GCP +or- GCPI) P= 0.6 W .......... (ASD) r 6.42 , ` * _ • • 3 P= W ............... (LRFD) r END (5) CALCULATIONS PROCEDURE EXAMPLE, USING MARK (A) W(+)= ..............56.58 p.s.f. ( 1.0000000+ 0.18) = +66.76 pJ W(-)= ..............56.58 p.s.f. (-1.4000000- 0.18) = -89.40 p.S.f IL xJ BELLOpi 13131 SW 132ND STREET SUITE 104 MIAMI, FLORIDA 33186 T. (305) 278-7776 F. (305) 278-7473 WWW.BELLONMILANES C:OM AA -26002616 ARCHITECTURE LAND PLANNING INTERIORS / CONSTRUCTION MANAGEMENT ..........P(+)= 0.6(+66.76p.s.f.) = +40.06 p.s.f. ...........P(-)= 0.6 (-89.40 p.S.f. ) ' - 53.64 p. s. f. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTAL Sq.Ft.= 272.36 MARK DESCRIPTION WIDTH HEIGHT TRIG. AREA POS.PRESSURE P.S.F. NEG.PRESSURE ZONE P.S.F. N.O.A. Gcp (+) Gcp (.) A HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -53.64 END (5) 19-0708.09 1.00000000 -1.40000000 B FIXED IMP. 74.000 60.000 30.83 37.13 -40.52 INT (4) 17-1212.13 0.91365824 -1.01365824 C HORIZ-ROLLER IMP. 37.000 50.000 6.42 40.06 -53.64 END (5) 19-0708.09 1.00000000 -1.40000000 D HORIZ-ROLLER IMP. 53.000 50.000 9.20 40.06 -43.45 INT (4) 19-0708.09 1.00000000 -1.10000000 E HORIZ-ROLLER IMP. 74.000 50.000 12.85 39.41 -42.80 INT (4) 19-0708.09 0.98077015 -1.08077015 F CASEMENT IMP. 37.000 50.000 12.85 39.41 -52.33 END (5) 19-0227.06 0.98077015 -1.36154030 G HORIZ-ROLLER IMP. 19.000 38.000 2.51 40.06 -43.45 INT (4) 19-0708.09 1.00000000 -1.10000000 G* HORIZ-ROLLER IMP. 19.000 38.000 2.51 40.06 -53.64 END (5) 19-0708.09 1.00000000 -1.40000000 H HORIZ-ROLLER IMP. 111.000 50.000 9.64 40.06 -53.64 END (5) 19-0708.09 1.00000000 -1.40000000 1 HORIZ-ROLLER IMP. 74.000 63.000 16.19 38.80 -42.20 INT (4) 19-0708.09 0.96305170 -1.06305170 I* HORIZ-ROLLER IMP. 74.000 63.000 16.19 38.80 -51.13 END (5) 19-0708.09 0.96305170 -1.32610340 J HORIZ-ROLLER IMP. 50.000 38.000 6.60 40.06 -43.45 INT (4) 19-0708.09 1.00000000 -1.10000000 WINDLOAD PRESSURE TABLE FOR DOORS TOTAL Sq.Ft.= 58.85 MARK DESCRIPTION WIDTH HEIGHT TRIB. AREA POS.PRESSURE P.S.F. NEG.PRESSURE ZONE P.S.F. N.O.A. Gcp (+) Gcp (.) 1 FRENCH DOOR IMP. 37.000 82.000 21.07 38.12 -41.51 INT (4) 18-0503.06 0.94284810 -1.04284810 2 FRENCH DOOR IMP. 36.000 80.000 20.00 38.25 -41.65 INT (4) 18-0503.06 0.94684485 -1.04684485 3 FRENCH DOOR IMP. 32.000 80.000 17.78 38.56 41.96 INT (4) 18-0503.06 0.95586766 -1.05586766