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WS-18-2104 (2)yF`;o Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Peanit NO. V' S-8-18-21 Q4 Permit Type WindowsJShutters ' or* Classification: Window/Door Replacem Permit Status: APPROVED issue Date: 8/28/2018 1 Expiration: 02/24/2019 Annlicant 29 NE 98 Street 1132060131120 Miami Shores, FL 33138- Block: Lot: GLENN DAIDONE uwner mrormation Address GLENN DAIDONE 54 NE 97 Street MIAMI SHORES FL 33138-2331 54 NE 97 Street MIAMI SHORES FL 33138-2331 Contractor(s) Phone Cell Phone OZ CONSTRUCTION SERVICES GROL (786)467-7200 (305)216-0236 Type of Work: WINDOW INSTALLATION No of Openings: 5 Additional Info: WINDOW INSTALLATION Classification: Residential Scanning: 1 Fees Due Amount CCF $3.60 DBPR Fee $2.25 DCA Fee $2.00 Education Surcharge $1.20 Permit Fee $150.00 Scanning Fee $3.00 Technology Fee $4.80 Total: $166.85 Phone (305)788-2711 Valuation: $ 5,600.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due I Invoice # WS-8-18-68472 08/28/2018 Credit Card 08/08/2018 Credit Card $ 116.85 $ 50.00 $ 50.00 $ 0.00 Available Inspections: LInspectionType:r Attachment inging 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, DOOFea) R(OFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is construction and zoning. Futhermore, I authorize the above-namedt Authorized Signature: Owner / Applicant / Building Department Copy August 28, 2018 that all work will be_done in compliance with all applicable laws regulating / Agent August 28, 2018 1 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 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING F-IPLUMBING ❑ MECHANICAL F-]PUBLICWORKS VTJ D AUG 08 2018 a44 FBC 20 Master Permit No. Ig� o C , ` — �d' Sub Permit No. WS 18 — 2_)0 7 ❑ REVISION ❑ EXTENSION RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: '� P � e::?a C�— City: Miami Shores �,' Lc 'o �//►►County: Miami Dade Zip: ;�/� Folio/Parcel#: —:3,2 �1 51 Is the Building Historically Designated: Yes NO Occupancy Type: Load: // Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (cam I/W A) 11�)j boat At.) Phone#: 3 —,9 Address: an 416 S i City: ( Qi ..v:v i f State: {�L Zip: 33(3 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: 02 C-"*& -sv e-s Phone#: 2 &K - 4-2-744e Address: City: JA(aVV ( State: Zip: 331yS_ Qualifier Name: rF L)Ayne'`L Phone#: State Certification or Registration #: C(!576 /670i T4 Certificate of Competency #: DESIGNER: Architect/Engineer: - Phone#: Address: City: State: Zip: Value of Work for this Permit: $ (�0 Square/Linear Footage of Work: t•r .,rb,ttsae�t Type of Work: ❑�t'Ad.dition 1 ❑ Alteration ❑New ❑ Repair/Replace, ,gip„„ ❑ Demolition Description of Work �,,- . t.t7l S� f 4� o r•, ,�r , �ry: c', • 5 / nl�i f� I r�CLS �W I J1 4 ►)�W 4 r1' 00 r Specify coiort�of,coior,fhru tile: Submittal Fee $ 'f` d, ara.-,�Permit Fee $ I CCF $ '• '`� P r CO/cc $ Scanning Fee $ Radon Fee $ �.-� • - \�� DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ T�. CO - �'/ `7 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 comm me must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. 1 e ab nce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this day of 20 l� by /e•gi �r�4 P. who personally known t me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign - Print: •/�! Seal: z y : -A OGG id>a17 i e°�aed 01%' ce • 4� ' �Dik uadle;"��ffrr�o; �� APPROVED BY Signature The foregoink-Kstrument was acknowledged before me this day of TTl� lj'(Ji� 20 by 0J_-&Z-'d-/!A/�e?. who s personally known o as me or who has produced identification and who did take an oath. NOTARY PUBLIC: `\`�S� FE '6 Sign: 3 :a Print: %}"Lel ? Seal: _ SOG 181 0 -� 6 Plans Examiner Structural Review as Zoning Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Pe ermits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). ate Print Name Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS. Permit application must be accompanied by: ❑ Two (2) copies of drawing of the building, showing location of the windows, doors and shutters to be replaces. ❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval number, size of each opening, (width and height), opening design pressures, and design pressures for each component taken from the individual NOA, "Notice of Acceptance") ❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter) ❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative windows shall be designed and constructed to comply with Chapter 16 of the Florida Building Code, Building. Exceptions: 2. Opening protection exception for High -Velocity Hurricane Zones. For one -and two-family dwellings constructed under codes prior to September 1, 1994, the replacement of exterior doors with glazing, sliding glass doors, glass patio doors, skylights, and operable and inoperable windows within any 12- month period shall not be required to have opening protection provided the aggregate area of the glazing in the replaced components does not exceed 25 percent of the aggregate area of the glazed openings in the dwelling or dwelling unit. ❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x 24" high) ❑ If Owner is doing the work, include the Owner Builder Disclosure. ❑ Require inspections: Buck (if greater than Ix), Framing and Final. THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS SPECIFIED ON THE PRODUCT APPROVAL. Revised on 7/22/2009;11/17/2014 MIAWDADE Vie.. -' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RE t Room 208 11805 SW 26 Street BOARD AND CODE ADMINISTRATION DIVISION `4s µ T (786) 315-2590 F (786) 315-25 NOTICE OF ACCEPTANCE NOA ti_r; `' www.miamidade. AWP Windows and Doors, LLC (/3 �� 8130 NW 74m Avenue 3 Z01$ Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Pr94Vjt Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right.: to have this product or material tested for quality assurance purposes. If this preduc! or material fails to perform in the accepted manner, the manufacturer will incur the expense of such 180 ig and thi ELT nib .:. immediately revoke, modify, or suspend the use of such product or material witlii'n NeIr jurisdiction. RF,R..; reserves the right to revoke this acceptance, if it is determined by Miami -Dade bounty Piroduc0. - Control Section that this product or material fails to meet the requirements of the applicab"b14Uding co4e. 0 0 0 0 0 • This product is approved as described herein, and has been designed to complyo Wildg,, & the Fftida 33uildin Code, including the High Velocity Hurricane Zone. ; • •; •; • .' DESCRIPTION: Series G1440" Aluminum Fixed Window -- L.M.I. 0 APPROVAL DOCUMENT: Drawing No. W08-87, titled "Series 440 Aluminiaxa i6d Wdw.{L.M.I'•'0, 0 0: sheets 1 through 3 of 3, dated 10/28/08, with revision E dated 06/07/16, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0828.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Piasencia, P.E. MIAMI•DADE COUNTY (ti NOA No. 15-1216.05 Expiration Date: January 01, 2019 Approval Date: June 23, 2016 Page 1 AWP Windows and Doors, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1030.08) 2. Drawing No. W08-87, titled "Series 440 Aluminum Fixed Wdw. (L.M.I.)", sheets 1 through 3 of 3, dated 10/28/08, with revision E dated 06/07/16, prepared by A1— Farooq Corporation, signed and sealed by Javad Ahmad, 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 T_ JJ.�G2-94...... 3) Water Resistance Test, per FBC, TAS 202' 94• . • 4) Large Missile Impact Test per FBC, TAS 20 i--9 • • • • • • • • • • : • 5) Cyclic Wind Pressure Loading per FBC, 263-94 ...... 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 ; 0 • • • • • • • • along with marked —up drawings and installation diagram of n series "imQ0aot Viexv:.. • aluminum fixed window, prepared by Fenestration Testiee Edboratory, Iic., Tk-Ao: - Report No. FTL-5625, dated 07/12/08, signed and sealed by;Carioj S. F�iorida, P.E. • • ; • (Submitted under NOA No. 08--1030.08) 000000 • • • •' C. CALCULATIONS: • 2. Anchor verification calculations and structural analysis, complying with FBC-2014, 51h edition, prepared by Al—Farooq Corporation, dated 04/17/15 and last revised on 06/09/16, signed and sealed by Javad Ahmad, P.E. 3. 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. 15-1201.11 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/17/16, expiring on 05/21/21. Jorge M. Plasencia, P.E. Product Control Unit Supervisor NOA No. 15-1216.05 Expiration Date: January 01, 2019 Approval Date: June 23, 2016 E-1 AWP Windows and Doors, LLC F. G. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED STATEMENTS 1. Statement letter of conformance, complying with FBC-2014, and of no financial 2. 3. 4. interest, dated 04/21/15, signed and sealed by Javad Ahmad, P.E. Sales agreement between AWP, LLC (Acquiror) and Arch Aluminum & Glass Enterprise, a Delaware Corp (Asset Seller) dated MAR 20, 2014, signed by Paul Schmitz, President and Tim Morris Jr., President, respectively. Statement letter dated April 20, 2015, issued by Trulite Window & Door Solution, LLC, stating Trulite has legally sold to AWP Windows and Doors, LLC, all the NOA(s) per schedule A and gave -up all rights to NOA(s) and request to rescind all NOA(s) under Trulite, signed by Kevin Barret, CFO (Trulite) • • • • • • • Statement letter dated July 15, 2014 requesting name change 1r"A 'Trulite i"ows • • and doors solution, LLC to AWP windows and Doors, LLC, signet by Gerardo Beros,•.:. Director of Engineering (AWP). • .... • - .... . .. ..... OTHERS ' 1. Notice of Acceptance No. LLC for their Series "440" and expiring on 01 /01 / 19. 13-0828.06, issued to Trulite WiiiBdW & Doei•Solution-s;•:- Aluminum Fixed Window — L.M• ., approved on 11/07/13'.• Jorge M. Plasencia, P.E. Pr duct Control Unit Supervisor NOA No. 15-121.6.05 Expiration Date: January 01, 2019 Approval Date: June 23, 2016 E-2 DESIGN LOAD CAPACITY - PSFI WINDOW DIMS. 7/10" LAIC. GLASS WIDTH LENGTH EXT. (+) INT. (-) 36" 37" 42" 48" 53-1/8' 60' 50-5/8" 80.0 120.0 77.8 116.8 68.6 102.9 80.0 90.0 56.9 85.3 56.9 85.3 36" 37' 42" 48" 53-1/8" 63' 80.0 120_0 119.8 77.8 6B.6 102.9 90.0 60.0 54.2 81.3 36" 37" 42' 74-1/4" 60.0 120.0 77.8 116.8 08.8 102.9 36" 37" 42" 80' 0 120.0 -SO.. 77.8 116.8 68.6 t02.9 35" 37" a4" 80.0 120.0 77.8 116.8 36" 95' 80.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . • • • • • • • •• • • • • • • • • • • • • • • ••• • ••• • •• • • • •• ••• •• • • • • • • • • • • • •• • • • • • ••• •• SERIES 440 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHART SHOWN ABOVE. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE, ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 204 FLORIDA BUILDING CODE & ADOPTED STANDARDS. 3/16" HEAT STREN'D GLASS .090' Interlayer �SBy flaz Clear And Color Gloss 'Eastman Chemical Co.' SIUCONC GE 28001 r3/I6' HEAT STREN'D GLASS U6' MAX. A HEAD/SILL 2 HEAD/SILL CORNERS Z q Q� FALSE MUNDNS 0 1~ '4 z (SURFACE APPLIED) F 6 = g a II MAY BE USED Q 4p S N OI I N II 0to op C II �t 3 O o �r n -- II ao� a O H O Oa I I / x 0.5 N G rn p II O� Q�iMf II O II m ^ n 11 v J I I J II � u a 0 x 2 II X 4 Li lv E o z V) H M � M 8 o� n J 30" o Z 3 m 36" 0. raj p WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT I C I ICI I I I GLASS D.LO. DIMS. D.L.O. HEIGHT = WINDOW HEIGHT - 3.50" D.L.O. WIDTH = WINDOW WIDTH - 6.0" z m r to 4 OPTIONAL II i 3 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ``\\\1111111 /I PRODUCT REVISED '� o N m' S a II as complying with the Florida Building Coda �•• ELF••'• II li NOA-No. 15-1216.05 b_ Expiration e01/01/2019 T 92 By '• 0 6 AT 11/ T P�OIN36 ON L1TE5 IDER•• Miam O roduct Control OF : drawing no. JUN 0 2016 GLAZING DETAIL 9 1,'S/OIv®L �� . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . •.. TYPICAL ANtHOIR • • SEE ELEV. • • • 18Y OR 28Y FOR SPACING • • • WOOD BUCK • • • • • ATAL• • • • • • 5TR:CTUR£ • • • • • • • EDGE I • a N TYPICAL ANCHORS SEE ELEV. FOR SPACING FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS 1/4" DIA. 7APCON BY 'RW' (Fu-125 K51, Fy-100 KSI) SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM FAMN TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" OIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) INTO WOOD STRUCTURES 2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) SEALANTS: THRU 1BY OR 20Y BUCKS INTO CONC. OR MASONRY FRAME CORNERS AND INSTALLATION SCREWS AT SILL 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) SEALED WITH WHITE/ALUMINUM COLORED SEALANT. 1-1/4^ MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY INTO CONCRETE OR MASONRY 2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 2" MIN, EMBED INTO MASONRY (JAMBS) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (HEAD/SILL/JAMBS)- ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/B" THK. MIN. (Fy = 35 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 CMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIM SPACE) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc - 3000 PSI MIN. Ix C-90 HOLLOW/FILLED BLOCK AT JAMBS I"m = 20DO PSI MIN. a '. . EDOE T. - EE.1 . TYPICAL ANCHORS SEE ELEV. FOR SPACING IST. _i AH�{y 'N m —�f PRODUCT REVISED �� NS�c L as complying with the Florida 6cildlnp Code = NOa-No. 15-1216.05 _ = o b 3 Expiration Oate 01/01/2019 = £ AL ANCHORS - - ELEV. By % 0 1S7A =•�1 drowing no. SPACING Niam'rF a •Pro uc— t on JUN 0 9 2015 �'`� '•. ... "' ®��`� W08-87 'i. Se"_ . . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . •.. YANF./S(lI'PLICR/REMARES , YE-1700 1 FRAME HEAD/SILL 6063-T6 - 2 YE-1702 2 FRAME JAMB 6063-T6 3 YE-1707 I AS R00. GLAZING BEAD 6063-T5 - 4 YN-622 AS REOD. GLAZING BULB VINYL - SULLIVAN k SULLIVAN 5 YF-10 AS REOD. FRAME ASSEMBLY SCREWS - pe X 1" P.H. SMS 6 AS REOD. SETTING BLOCKS EPDM OUROMETER 8035 SHORE A 3.043� , 470 • . . ... . . !! 062 • • • • • • • • • • I p0 n a I .780 .819 .062 • • • • • • • • • • Q 1,060 _1 Fj m zd 2.980 o a .374 • • • • •• ••• • • d d��Y V �• ••• • • • • •• • �O 4 FRAME HEAD/SILL 374 • • • • • • • • 0 H ro �2.970 s 9 R t:17 0 i �IIIpI �6�9 S� j FRAME JAM I W Ir Tq Z o Q W (n LL � �Ztn_o of e METALJ (7m_Q da STRUCTUREObi f F O_ MIAMROVDE COUNTY TYPICAL ANCHORS ,/B' MAX. APPROVED MULLION SEE ELEV. SHIM & MU LUON ANCHORS FOR SPACING J J Q N o n X � � LLI Ia'Z Q�Ic 3 ,,J a OLj 1 3 z o N J 0, d OM o w � TYPICAL ANCHORS w Q n] � SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH 0 1/4" SHIM © X $ o !3 MAX. 1/4' MAX. TYPICAL ANCHORS I o W SHIMS SEE ELEV. rj FOR SPACING U r WOOD m_ STRUCTUR CqC m o � n n wj O o d H e 3 c _ A 1/4" o < m 0 PRODUCT REVISED as compl with the Florida \\\UIIIUII7 - - - - - - - - - - NOIA-No 1!2a 15-1216.05 `��`\ A J�� •� i �P. •vim "' Q 8 Expiration Date01101/2019 d ¢' 0602 By 2 EXTERIOR 18Y OR 2BY i'-'. o •. . v. Miami-0P Product Gontro WOOD BUCK D.L. OPG. I� %,�•••, ATE OF �.�` drawing no. =ii\, J J omDP.•' \� W08-87 WINDOW WIDTH ��i SSA•'• ..�� 777J71,N1110% � sheet 3 of 3 ITEM p PART p REQD. DESCRIPTION MATERIAL savasaft MIAMNWE 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) 31 -2590 F (7W 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy Lawson Industries, Inc. 8501 N-W 901s Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails itb perfiorm in the accepted manner, the manufacturer will incur the expense of such testing and the�AtK Tay imr,•pfd ately revoke, modify, or suspend the use of such product or material within their jurisdiction. JJF,jZ.rreservd%tJ1Vght to revoke this acceptance, if it is determined by Miami —Dade County Product Control Sect&a.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 RoAela BuilaingsCode, including the High Velocity Hurricane Zone. DESCRIPTION: Series "4200/ 6200 Flange —Frame" Aluminum Fixed Window — Lso 00 ,1��.• � • APPROVAL DOCUMENT: Drawing No. L4200-6200-1201 Rev C, titled "Series-4200-620V•JjMge— Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 last revistd Qti.IOV *2I., 2017, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the Miauni—Dade• bounty Product Control Section 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 Limitations: I. 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 a -lid E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P. E. A MIAMt-DARE COUN7Y ••••. as NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 Page 1 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. 12-0307_06) 2. Drawing No. L4200-6200-1201, titled "Series-4200-6200 Flange Frame Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revision `B" dated 05/12/17, prepared by manufacturer, signed and sealed by Thomas T. Sotos, P. E. B. TESTS . . .... ...... 1. Test reports on: 1) Large Missile impact Test per FBC, TAS 201-9�. . 2) Cyclic Wind Pressure Loading per FBC, TAS 203' t along with marked -up drawings and installation diagram of an arch ;aj4d a rectit gWar fin-!. • • • • ; frame fixed window, prepared by Hurricane Engineering & Tesfiug?.rnc., TreA•Reports•:••. No.'s HETI i2-4010 and HETI-11-3363, both dated 03/05/12;'4gnCd and * s�alpd by. • • • Rafael Droz-Seda, P. E. * 0 0 0 : (Submitted under NOA No. 12-0307 06) • . . . . ...... 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-9t1 :""' • 2) Cyclic Wind Pressure Loading per FBC, TAS 26344• • • • along with marked -up drawings and installation diagram of a rectangular-, a cirdilla'r arch - and an elliptical arch fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s IIETI-09-2614, dated 09/04/09, IIETI-09 2612, dated 09/02/09, HETI--09 2586, dated 07/10/09, HETI-09-2584, dated 07/10/09, HETI-09- 2582, dated 07/10/09, HETI-09-2580 and dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (.5vubmitted under NO.4 No. 12-0307.06) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marred -up drav,,ings and installation diagram of a rectangular fin - frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s RETI49 2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, BETI-09 2585, dated 07/10/09. RETI49-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted underNO.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 Urr--- name fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s BET143-1778, dated 01/30/03, BETI43-1779, dated 01/30/03 and RETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under 1VOA No. 03-0327.11) 1slxaq 1. Chanda, P. E. Product Control Examiner I'IOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date. )February 01, 2018 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. 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 HE1143-1777, dated 01/30/03, HETI43-1774A and dated 01/30/03, HETI-03-1774B, dated 01/30/03, all signed and sealed by Rafael Droz- Seda, P. E. • • • • (Submitted under NOA No. 03-0327.11) • . . .... ...... b. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per M7AS 202L 9.4 • ... .. 3) Water Resistance Test, per FBC, TAS 202-94 .... .. . along with marked -up drawings and installation diagram of a circular aAA, fin4firlme fixed• • • • • window, prepared by Hurricane Engineering & Testing, Inc., Test' ftcMrts Np''s. WTI ' • "- 02-1215, dated 04/08/02 .and HETI41-1193, dated 04/08/02, bot'h's?�ned and'seVed by .... . Hector Medina, P. E. ' . . . . ...... (Submitted under NOA No. 02-0701.01) • 7. Test reports on: 1) Large Missile Impact Test per FB C, 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-02-1158, dated 04/08/02, HETI-01-1103, dated 02/12/02 and B ETI-01-1098, dated 02/11/02, all signed and sealed by Hector Medina, P. E. (Submitted underNOA No. 02-0701.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/011/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.12-0307.06) 2. Glazing complies with ASTM E1300- 04/ 09 D. QUALITY ASSURANCE 1. Mimi -Dade Department of Regulatory and Economic Resources (RER). -Ir, -� , � \._. t4 of L,j—\ - Ishaq I. Chanda, P. E. Product Contral Examiner NOA No. 17-121.213 Expiration Date: August 229.2022 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 their "Trosifol® Ultraclear, Clear, and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America., Inc. for their "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18. 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 **so 1. Statement letter of conformance to and complying with FBC 5111 E �litioa•(2014),•issued by • • •; • manufacturer, dated 05/23/17, signed and sealed by Thomas J. Sotos`I'. E. .••.•. '. 2. Statement letter of no financial interest, issued by manufacturer,'(MY 03/027i V signe4 • • • and sealed by Thomas J. Sotos, P. E. • •. • .. . :"": (Submitted under NOA No. 12-0307.06) • .... . .. ..... 3. Laboratory compliance letter for Test Reports No.'s B ETI- 09-2§ I4; dated Q9/Q4/09' •"' • HETI49-2612, dated 09/02/09, HET149-2586, dated 07/10/09,*FM1`I49-2W,'dated 07/10/09, HETI49-2582, dated 07/10/09, H_ETI-09-2580, datej*6Vi 0/09, • UETI-09 ; • •„• 2613, dated 09/04/09, HET149-2611, dated 09/04/09, IIETJ-09 25857*dated. 07/10/09, HET-1-409-2581, dated 07/10/09 and HETI-09-2579, datad•01/10/OgI ajl• 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, HETI-11-3363, dated 03/05/12, HETI43-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03, HEET I-03-1776, dated 01/30/03, HET143-1777, dated 01/30/03, HETI43- 1774Ay dated 01/30/03 and HET143--177411, 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 12-0307 06) G. OTHERS I. Notice of Acceptance No. 14-0908A8, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.NI.1.", approved on 12/11/14 and expiring on 08/22/17. 2. New Evidence submitted. A_ DRAWINGS 1. Drawing No. 1,42004200-1-201 Rev C, tided "Series--4200-6200 Flange -Frame Impact Fixed Vrmdorv", 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 (6 h Edition) code compliance. Ishaq L Chanda, P. E. Product Control Examiner N-OA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 2018 E-3 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. Test 1. None. C. CALCULATIONS 1. None D. QUALITY ASSURANCE 1. MaYni Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS ' • 0 0 •' 1. None. • ...... .. . ...... F. STATEMENTS • • ` • • • ` 1. Statement letter of conformance to FBC 2017 (6" Edition) and "No fin"�0-1'�•ir_ter�,sty kited , • • • • • 11/17/17, prepared by the manufacturer, signed and sealed by Thomas j. $Qw, P.E.. ..:..' 2. Statement letter dated 01 /22/18 of the editorial drawing changes issued by` IZwson nt signed • • • •; • by Nelson Erazo, Senior design engineer. ;":': • . . . . ...... G. OTHER • • • • "" ` 1. This NOA revises 1"17-0531.05, expiring 08/22/22. ` • • ` • - - lshaq I. Chanda, P. E. Product Control Examiner NOA No. 17-1212.13 Expiration Date: August 22, 2022 Approval Date: February 01, 201-8 E-4 . . ... . . . .•. .. .. . . . •. .. . . . • . . . . . . . . • .. • . . . . ... SERIES-4200 / 6200 FIXED —IMPACT Wl�' D0 jF! �— Fl�t� W ERAMI .'. APPROVED WINDOW ELEVATION: CL.1� IE�tP ' • > _ �� • vlHnov FLEICi1t f HEIGHT W r • • • • • • • • • LVw�V • • WINDOW VOTH � • • • QUARTER -ROUND EI NATI'IN L.� HALF -ROUND TYPIGLL ELEVATION WINDOW WIDTH W � ARCHED PICTURE WINDOW l1 WINDOW KI VINDOV IE� L VwDQV I#[01i �-,� L L VwDDV VIDTM 1�9N TYPICAL RECTANGULAR TYP1C& ELEVATION - - ��— VwooW VIDTx SQUARE PICTUREWMIWIW INATION WDGOV HE WINDOW ME vllNnov NEIGH 21 Lkj L LE IR. L L - J-n! FULL ROUND MMJAL� nON VwDDV VIDTM RECTANGULAR TYPICAL ELEVATION I WI NDOW WIDTH SQUARE PICTURE WINDOW ELEVATION WINDOW HE� r') U r—"�LEG HT. ME OIL _I v1NDOV L WINDOW OVAL TYRrl EI Tye I- WINDOW WIDTH I cmcn EYE BROW ELEVATION WIDTH uRTER-R WO LNATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN. CAN BE VERIFIED vwDav I2tGHT VD�W HEI BY IN% ONG PICTURE WINDOW SHAPE WITHIN A SOUARE OR RECTANGLE, AS SHOW IN DOTTED LINES AND OBTAINING � VIDTM ALLOWABLE LOADS FROM THOSE SHAPES PRONDED PERIMETER OCTAGON TYPICAL EI NATION VINDDOI WIDTH 'EI11 �L' TYP -, L7 NATION FASTENERS ARE AS DESCRIBED HEREIN FOR SIZE AND SPACING. 'ICAL ELEVAT TESTED UNIT MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. — SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: MAX. TYP. AT CORNERS >tAO.DC t ti17RIY 12' TYP. ,+ mEQ�N�i7-IZ IZ•1� haaw sI*Pra"d .� EXT. t INT. FALSE COLONIAL HUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. WINDOWS ARE L.M, ItPACT MIAMI-DADE COUNTY APPROVE SHUTTERS NOT REQUIRED 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (2014-5th Edition k 2017-8th Edition) INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUDDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF F.B.C. k 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 BUILDING OFFICIAL. 5.) WINDOWS ARE QUAILFIED 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 Soft. IN THE HVHZ, THE I.G. EXTERIOR I= SHALL. BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-Chapter 24 Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTAUA71ON DETAILS SEE SHEETS 2 k 5. 8.) EXT. k INT. FALSE COLONIAL MUNTINS ARE OPTIONAL k AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET q2 FOR DETAIL h NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. It.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADS COUNTY APPROVED PRODUCTS USING A MIAMI-DARE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE MULLED SYSTEM. 12.) SEE SHEET / 5 FOR MULION/METAL ATTACHMENT DETAILS h OPTIONS. d . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . tF.�1♦t tit♦�qr�;iC4.:� ��lild�lJ�Ci�:i ��— B��d t':i 0 m 0�W1lmmffm D��t:�mQi�r•FQ1/It3•Y��71� Arm_ .iBrum �� s�©I�a��or��r:�■mrmir�� o aaaoo■omaa�mA 0 �t7L:�t3�L�t:�tZ>•L�t�� c�� • aa© om��mmo o ©�ltlllld�■�-�ms'aam�n■o ci aaaa■vaaaamms ■Eas■©r�oa�aam��o �aaaoaaaamQo aaa�aaaa�m�-� o sa�s��:aa�s�aa©spar®mop o aaaaoaaaa�mo aa�ra �:�t��tT1•t'.�tf� ti�t7t'�iI�� aa� Esaa©Off-TIMMKTIM >.sT:IIIIIIEW710 � mmmmr:_ar ry �� : aaaao■oaaamQo ra�s�s�as.`a■�aa©arm ©m��acf ■v aaaaoaa�■ia®�■o r� o r[•�r��aa�r�arr�aar•�aa�rvaa�mory arstar•r�srr::>toraaaa>.©©a�aac�■■a �.� �.�s.as�a��a�a�as�a��Ez��rr:�■ � aaaarv©aaarr.�maav �� ©a©oo�m�-s�■na�■r�ro■ �� = Saar■©a��©a�.`aaE�m�� o ©©aaoaaaa� �� ©sus©m�a•r>•�:>•©�.sir:>• �5 s�sarr•�arar•��©drs�s©m 00.6200 FIXED IMPACT WINDOW COMMODITY SIMS CHART- DESIGN LOAD CAPACITY - PSF W DIALS. GLASS TYPES k LENGTH A 6 C 0__f_GH_1 +!-DP -A DP +/- OP +/- DP +1- DP +/. DP +1-DPH-DP _ N-DP +l- DP +1• OP 68 68 68 65 68 68 68 68 65 68 68 66 68 65 68 68 68 68 65 68 26' 68 68 68 Be 65 68 68 68 66 $78 65 68 �3r 48' 6B 68 68 68 65 68 Be 68 65 68 53.1/8' 68 68 68 68 65 68 68 68 68 65 68 1¢ 88 B8 66 88 66 88 6B 1/2' 68 68 68 68 65 68 88 68 68 65 68 374 38-YS' 68 66 66 ' 68 65 68 68 662 66.2 78 65 68 480 68 68 68 68 65 68 68 63.8 63.8 65 66 53hre' Be 68 68 68 65 68 68 63.8 63.8 78 65 68 13118' 660 68 68 66 68 68 68 68 78 1 65 68 26-llr 68 66 68 60 6s 88 68 68 68 78 65 68 3r 50.58• so1 68 68 Be 65 68 68 66.2 66.2 78 65 68 48' x z x 68 65 68 68 x 51 78 65 08 53-t18' x x x 68 65 68 68 x x 78 65 68 19-1/9" 68 68 68 68 65 68 68 68 69 70 65 68 26-t/2' Be 68 68 65 68 68 68 68 78 65 68 37' 58' 68 _ 68 �88 68 66 65 68 68 x S6.2 78 66 68 4r x x x 65 Be x x 78 65 Be 53.118' x x x z 1 65 —68 x x x x 78 855 68 19-118' 68 68 68 66 85 68 68 68 68 78 65 68 26-tlr 88 68 68 68 65 68 68 68 68 78 65 68 3r 63' x x x 68 65 68 68 x 66.2 78 65 68 48' z x x z 65 68 z x x 78 65 68 53.W x x z x 65 x x x x 78 65 I Be 19.118' 68 Be 68 68 65 68 68 68 I 68 78 66 68 26-Vr 68 68 68 68 65 68 68 x 68 78 65 68 37- 74- x x x 68 65 68 68 x x 78 65 68 48' x x x x 65 x x x x 75.6 65 66 53.118' z x x x 65 x z x x 72 65 66 19.118" 68 68 68 68 85 B8 Be 68 89 78 65 88 26.7lr 68 68 6B 68 68 68 x 68 78 85 68 3r 74-1/4' x z x 68 65 68 68 x x 78 85 66 4r x x x 85 x x x 5.2 66 68 53.1l8' x x x _ x 65 x x x x 71.6 65 6B N .. 1.) SEE SHEET 3 FOR GLAZING TYPES, DETAILS k SILICONE OPTIONS. A 2.) WINDOWS WITH GLASS TYPES -B, C. F, OR G- INSTALLED ABOVE 30 PT. IN THE HVHZ, THE I.G. EILTERIOR IITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). I 1 PMBI/L' f REVISED bAsCft Me L AixN.�IZ/, .13 J y� dr<�/ In�I 110IE: WIOM AND LENGTH DNKNSONS CAN BE ORIENTED VERDCALLY OR HOR ZONTALLY AS SHOWN ABOVE C t °o o C rn a0 h z o = C aAl w �1ui o 4 N CS Oa LA , A--0 VD=V HE� VDR10W XEI VINO/ • • • • • • • • • • • aEG MT. • • • • • • WINDOW WIDTH • QUARTER -ROUND FI NATION HALF VINIOV ARCHED PICTURE WINDOW -ROUND TYPICAL ELEVATION 1TI� VINww eIEiGHf VDRIQV KENN I VNIGV HEIGHT L N-2 LJ L I ylWm-V HFY� TYPIGi ELEVATION VNIOV VIDTN RifTANL•ULAR TYPICAL E VATION -- - VINIXN VIDTN �ARF PIC'N MF WNOOW INATON VNDOV L ki VINDOV HEIGHT L I vum0v HLTCiH LE HT. v � n IF1�� TION L. INIQV V(DTN RC��L��C�NA�N t w vim c��RIL�I��N�ELNA� vIHDOv �U V I HE{GNT J LEG HT, v1Nmv 1L yl _�DOy I LPIGAI lLJ _ i vwuLTV VIBTN Lam~®�,EE OVAL 7YPICJI R NATION BROW El"AT10H WIDTH QUARTER -ROUND ELNATION VINDOV HEIGHT ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN A SQUARE OR RECTANGLE, AS VNDOV SHOW IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE VVWD DM OCIAGON a INATION vINDOV VIM 'FIR IP71f`AI' TPCAI ft NATION SHAPES PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED HEREIN FOR SZE AND SPACING. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 74.000' SERIES-4200 / 6200 FIXED IMPACT WINDOW -• FLANQE FEW •; • • • W ND W WIDTH - • •D.L. 2 H APPROVED WINDOW ELEVATIONS (2 ht• IriiP�C1') • • • � � � � A nP. G' HAX. TYP. 11 AT CORNERS L7 o SS ii ii '1CAL ELEVATIONTINS ARE A'PLffED W/ TESTED UNIT Vi SILICONE AND ARE AVAILABLE AS OPTIONAL. MAXIMUM GLASS AREA TESTED APPLIES TO GLASS TYPES: E, F, J, K AND L. - SEE DESIGN LOAD CAPACITY TABLES ON SHEET 4 FOR SIZE LIMITATIONS OF EACH GLASS TYPE. General Notes: •Iw pw"•ilk*evbwL ItdilnR QnN p�y� p�'7.TL�?'7czz- 1 �� IMI/FPI.•R�f �+�V WINDOWS ARE L.M. IMPACT MIAMI-DADE COUNTY APPROVE SHUTTERS NOT REQUIRED 1.) THIS 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 1300-09. THIS PRODUCT IS IMPACT RESISTANT. (SHUTTERS NOT REQUIRED) 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 BUILDING OFFICIAL. 5.) 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). 8.) WINDOWS WITH GLASS TYPES •B, C, F, OR G' INSTALLED ABOVE 301t. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-Chapter 24 Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 5. 6.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET q2 FOR DETAIL & NOTES) 10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED PRODUCTS USING A MiAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY YO THE ENTIRE NULLED SYSTEM. 12.) SEE SFII'S'I : 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . LAMINATED INSULATED GLASS COMPOSITION TYPE B Mw DESCRIPTION DnAM • • _ _ _ _ !,�♦• Q _ ♦ T -_ -- ----� 1 1/0- ANN. GLASS 2 0.090' SAFLEX PVB by Eastman Chemical Co. 3 1/11' ANNEALED GLASS .=- 4 1/4' INSULATED AIR SPACE 5 (a) 1/8' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION ITEM D99CMPTION 1 1/8' ANNEALED GLASS 2 0A90' SAFLEX PVB by Eastman Chemical Co. 3 1/8' ANNEALED GLASS 4 1/4' INSULATED AIR SPACE (•) 3/16' ANNEALED OR TEMPERED GLASS TYPE C • DETAIL 0 4/4-6 NW LAMINATED INSULATED GLASS COMPOSITION TYPE F IT®t UJISCEIPTION DETAIL 1 1/0' HEAT-STRENGHTENED GLASS 2 0.090' TR13SIFUL PVB by Kuraray Anerka, Inc. 3 1/0' FEAT-STRENGHTENED GLASS >'•' <== =-= ear 4 1/4' INSULATED AIR SPACE- 5 W 1/8' ANNEALED OR TEMPERED GLASS I LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEM DESCRIPTION 1 1/8' MEAT-STRENGHTENED GLASS v16•,-_. L -v4'I 6NO 2 0.090' TROSI:OL PVB by Kuraray America, lrc 3 L/W HEAT-STREI,IGHTENED GLASS 4 1/4' INSULATED AIR SPACE 5 <-) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L IF®L DESCRIPTION DETAIL, 0 i/4• 1 3/16' HEAT-STRENGHTENED GLASS 2 0,090' TROSIF0. PVB by Kuraray An -Ica, Inc. 3 4 3/16' HEAT-STRENGHTENED GLASS 1/4' INSULATED AIR SPACE I>ns• :-: ___ SI• 5 3/16' TEMPERED GLASS Notes: 1.) SEE SHEET 4 FOR DESIGN LOADS WAD CAPACITY TABLES. NO WINDOWS WITH GLASS TYPES -B, C. F. OR G- INSTALLED ABOVE 30 FI. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE EMAIL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.S.3.7). -SILICONE OPTIOFIS" CORNING 1 9 SCHNEE-MOREHEAD 5731 7REMC0 SPECTRUM 2 LAMINATED LAMINATED INSULATEDli. . (INSULATED GLAZING DEPTH GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL GLAZING DETAIL 5 16 LAMINATED GLASS COMPOSITION - TYPE A iTE1( • GL4SS DE38R MOIs • • • DRLI, 1 1/8' EAL GLASS • • 02 O.S90' TROBLF(IL Kurds)PAmerica, Inc. 3 1/ ' ANNEALED GLASS as4o• 5 18 LAMINATED GLASS COMPOSITION - TYPE D }TE1r AIABB eI1BCRIPt►eM • • 131, DETAIN. •1a 1/8' WAT•STRENGMYNED GM4SS •2 0.00' jK jI4 P'VB by, Kuraray America, Inc. a]�o• •3 L/8'•HEATPST0tNGA D WASS 13 32 LAMINATED GLASS COMPOSITION - TYPE E ITEM GLASS DESCRIPTION —AI. 1 3/16' HEAT-STRENGHTENE➢ GLASS=- 2 ,090' SAFLEX PVB by Eastman Chenkat Co..:.=.- } a�o6• 3 1/9' HEAT-STRENGHTENED GLASS 7 16 LAMINATED GLASS COMPOSITION - TYPE H ITEM GLASS DESCRIPTION DETAIL 1 3/16' ANNEALED GLASS- 2 090' SAFLEX PVB by Eastman Chamka!-y_._ j 3 3/16' ANNEALED GLASS -1.. GLASS DESCREMON 3/16' ANNEALED GLASS 0.090' TR13SIF13L PVB by Kuraray America, 3/16' ANNEALED GLASS v16' 7 18 LAMINATED GLASS COMPOSITION - TYPE J ITEM GLASS DESCRIPTION -7 1 3/16' HEAT-STRENGHTENED GLASS -DETAIL _- 1 vu' 2 MD90' SENTRYGLASS by Kuraray America, Inc. 3 3/16' HEAT-STRENGHTENED GLASS 7 18 LAMINATED GLASS COMPOSITION - TYPE K "Ell GLASS DESSCRIMON DETAIL 1 3/16' HEAT-STRENGHTENED GLASS 3/M' == a -- -- ---a460 2 0.090' TROSIFIIL PVB by Kuraray America, [no 3 3/16' HEAT-STRENGHTENED GLASS SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 b � b al n m M I 8 ' . L LLAMINATEDIA o e2 MONOLITHIC _� ��4i11 3 V v ,GLAZING STOP = 0 CIRCUS WOWS. �2i LAMINATED 3 LAMINATED 4 MONOLITHIC MONOLITHIC a6Do —I-- CIAO, GLAZING DEPTH GLAZING DEPTH O 2 LAMINATED MONOLITHIC 'SILICONE OPTIONS' -- -- DOV CORNING e99 SCHNEE-MOREHEAD 5731 •�j TRENCO SPECTRUM 2 `y aeoo' GLAZING DEPTH LAMINATED/MONOLITHIC GLASS li TYPICAL GLAZING DETAIL yy R � C % 4 a1 d OfiQDDCi aram wl� He iN�iIY AbkFA "NaI 1Zjz. 7 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... BILL OF MATERIALS ITEM PART / QUANTITY DESCRIPTION • • • • l&TVt[AL •kEVARn • • • 1 L-4201 2 FRAME HEAD/SILL/JAMB • . . • 0t3_T or • • • 2 L-7708 4 GLAZING BEAD (5/16" GLASS) • • @A,?-T6 - • • • • 3 L-7708 4 GLAZING BEAD (3/8" & 13/32" GLASS) 6063-T6 - 4 L-7708 TRIMMED 4 GLAZING BEAD (7/16" GLASS) 6063-T6 - 5 L-7711 4 GLAZING BEAD (5/16" GLASS- INSULATED) W63-T& r • • 6 L-6211 4 GLAZING BEAD (7/16" GLASS - I SV 04-T9 - • • 7 p8 X 3/4" 2/ CORNER ASSEMBLY SCREWS • • • • H• QWLL.II?S 8 L-4204 AS REDD. GLAZING BEAD AT CIRCULAR WDWS. 6063-T5 9 VWS-004 I AS REOD. GLAZING GASKET SOFT PVC - 10 AS REDD. GLAZING SILICONE • - 11 PL 75.6020 AS REOD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 812-25H-357 AS REDD. I 'TruSeal" Dura Sea! Swiggle Spacer 1/4" BLACK 1/4' AIR SPACE MIND01N FRAME EXTRUSION DET I(=S 2.643 1.281 gyp 81 .391 P. Typ. toe .773 F-1.309 ' FRAME HEAD/SILL/JAMB GIG STOP 2 (5//116N GLASS) 310 040 .040 .830 —1 272 .8k_r.23O 50YP. TYP, .773 (-- .773 f-- 3 GLAZING STOP 4 GLAZING STOP (7/16" GLASS) (3/8" & 13/32" CLASS) 310 O50 eso `!3 � TYP. � L TYP. r 5 .684 6 .8o0 INSULATED GLAZING STOP W/ 5/16" LAMINATED GLASS INSULATED GLAZING STOP W/ 7/16" LAMINATED GLASS TYP.-11-- �_ IU.806 .466 -I--+7 6090• IUTA -,- 8 K,rera bye GLAZING STOP (CIRCULAR WOW.) I. SEE MULLION APPROVALS FOR MULUON T(PE, SIZE AND MAX. DESIGN PRESSURE UMITATIONS. ALUMINUM MULLION - (ALUM. 0.078" MIN. THICK) NOTE: THE LOWER PRESSURES OF WIN DOW NDOW OR MULL SMALL GOVERN INTERIOR N4 x ,i�• of Yp ..a j'w.moA,E . iB61E.HE6D I ri�aEM[p�r� me m wmrc u rwc� ,/r x 4-,/1' uw inw ` FRAME !i. er HEAD 7 RECT. OR SQUARE WINDOWS C�CUUR TtPlf`JS CORtiER C.[W_eeR�lf'rm Oft MRER RS$ -- 0 0 FRAME RADIUS JOINT FRAME END CORNER FRAME CORNER & JOINT DETAILS SLUMT44 FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE It 12 X 3/4' SD.S, FLAT HEAD, PHIL.LIPS. AT 12' D.C. MAX. EXTERIOR /© ` VANDOW FRAME EXTERIOR GRADE—// 2 PERIMETER CAULKING FRAME MUJINQ DETAIL INODUCf asym 1 4q with 111C FUIQ. M.ep1y4.N. 17, z/Z-13 sawok* SEE ML-UON APPROVALS FOR MULLION TYPE SIZE AND MAX. DESIGN PRESSURE UMUA110N5. INTERIOR NOTE: THE LOWER PRESSURES OF 1/4' MAX. THE WINDOW OR NULL SMALL GOVERN SHIM I 12 SAS. X 1 1/4" L. AT 12' D.C. MAX, NOTE: 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PANTED OR PLATED. 5 -__ _ _ _ 2. METAL STRUCTURES: -- - - A) STEEL : Fy - 36 KSI L M1. �A0 (STEEL 18 GA. MIN. THICK - 0.048-) + ~ Q •j a- 8) ALUMINUM : 6063-T5 MiN, 7 ✓ (µUM. 0.076" MIN. THICK) "T PERIMETER WINDOW FRAME SEALANT EXTERIOR` ;C METAL STRUCTURE ATTACHMENT DETAIL .spa 719111111 s- LLLLI (Td0 0 =111■ LLLLI (Td0 0 =111■ MIAMhQADE 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.eovleconomy Lawson Industries, Inc. 8501 NW 90'h Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —.Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ•mayimmed1gtp1% Yevoke,• •. • • modify, or suspend the use of such product or material within their jurisdiction. RER regeAeg the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or malarial fails•..: - to meet the requirements of the applicable building code. • • • • • • 0 0 • This product is approved as described herein, and has been designed to comply with toe •P%&a B:dWAg CodC, • including the High Velocity Hurricane Zone. "" ' •: •'. ...... . . ..... DESCRIPTION: Series "La Porte" 8'-0" Outswing Glazed Aluminum French Door•4; 1*M.I. • •. •.; ...... APPROVAL DOCUMENT: Drawing No. FD-2003 Rev G, titled "La Porte -Impact >i tes% Out -Swing Door", • • sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 and last revised on Nbv 21;2011,.signea' and sealed by Thomas J. Sotos, P. E., bearing the Miami —Dade County Product Control S&tiori Renewal: tamp wit&- • • • the Notice of Acceptance number and Expiration date by the Miami —Dade County Product I"ontrol Sectio�r • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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 shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA #17-1212.09 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 Ishaq I. Chanda, P. E. a`vb 4" NOA No. 18-0503.06 Expiration Date: June 05, 2023 Approval Date: June 07, 2018 Page 1 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 Door", sheets 01 through 06 of 06, prepared by the manufacturer, dated 12/12/02 with the latest revision "G", 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 M1wing french door • • • prepared by Hurricane Engineering & Testing, Inc., Test Reports No. JUJI-11-4201, issudd"`: on 01 /06/2011, signed and sealed by Candido F. Font, P. E. ' • • •' : • • • • • • ; • • • (Submitted under NOA No.11-0202.03) """00• ""' 2. Test reports on: 1) Uniform Static Air Pressure Test, per FBC, TAS IC2 04 •' •' • ' •';" 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-4ut"g JNtMh doot, • prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETr-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, HET144-1896 A, HET144-1896 B and HETI44-1377, issued on 03/08/04 and 03/12/04, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under NOA No. 04-0607.04) 4. Test reports on: 1) Tensile Test, per FBC, ASTM E-8 along with marked —up drawings and installation diagram of aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-02—TO95 and HETI-02—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 L Cbanda, 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 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 aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1253, HETI-02-1726, HETI-02-1728, HETI-02-1736, HETI42-1742rBETI-02- 1763 and HETI42-1765, issued on 01/14/2003, all signed and segle4ly Ra ael•E. Dro2:0•;• Seda, P. E. • • 000000 (Submitted under NOA No. 03-0219.01) • • • • • C. CALCULATIONS • .... . .. ..... 1. Anchor verification calculations and structural analysis, complying vJiM4VHC, prepared by tlic' manufacturer, dated 12/12/02 with the latest revised dated 07/02/l *,*fined anYsealed l;y•; 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. 14-0916.11 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) Ishaq I 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 Chanda, P. E. (Submitted under NOA No. 11-0202.03) 3. Laboratory compliance letter for Test Report No. HETI-11-3201, issued by Hurricane Engineering & Testing, Inc., dated 01/06/11, signed and sealed by Candido F. Font, P. E. (Submitted under NOA No.11-0202.03) 4. Proposal issued by Product Control, dated 03/26/09, signed by Renzo Narciso. • • (Submitted under NOA No.10-0128.04) ' . . .... ...... 5. Laboratory compliance letters for Test Reports No.'s HETI49 2623, • • • 4 ETI-09- • 2645, HETI49-2624 and HETI49-2646, issued by Hurricane Engi ing & Testing, Inc?,*** • dated 10/22/09 signed and sealed by Candido F. Font P. E. • • ' (Submitted under NOA No.10-0128.04) .... . .. ..... 6. Laboratory compliance letter for Test Reports No.'s HETI-04-180�75•.HETI•-(14-.1896A,:..' HETI-04-1896B, HETI-04-1377, HETI-02-T095, HETI4213.094, HETi * bs-12", • : • HETI-02-1726, HETI42-1728, HETI42-1736, HETI-02-1r,:MTI4221763 and '. HETI-02-1765, issued by Hurricane Engineering & Testing, IVc., dated JV143 aid• • • ; 03/08/04, all signed and sealed by Rafael E. Droz-Seda, P. E. ' 0 0 ' ' """ (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 8'4" 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 (6 h 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, Ine ff ormer E.I. DuPont DeNemours) for the "Sentry Glass ® clear & white interlayer", expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America., Inc. for their "Trosifol Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 2017 (6th Edition) and "No financial interest" dated 11/17/17, prepared by the manufacturer, signed and sealed by Thomas J. Sotos, 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 —Swim s-ftr", sheets 01 • through 06 of 06, prepared by the manufacturer, dated 12/ 12/02 and last revised on If QV.21, 201'1 • • • • 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 (6th Edition) and "No financial interest" dated I l/17/17, prepared by the manufacturer, signed and sealed 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 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... IMPACT FRENCH OMIT -SWING DOOR BILL OF RMATERIi num I DRW'G # PART / REQD. DESCRIPTION • • IaMA�6 • • • • 1 L-9D1 LII-098 1 FRAME HEAD 6 6- 6 tMM 2 L-902 LIl-O97 I FRAME SILL • • 6663-46 ALUMINUM • • 3 L-903 Lt1-IM 2 FRAME .IAMB 606 -T6 ALUM • •' 4 L-904 LII-096 2 SIDELUE JAMB ADAPTER 6%3-T5 ALUMINUM 5 L-906 LII-092 2 x Panel PANEL TOP L BOTTOM RAIL 6063-T6 ALUMINLM 6 L-907 LU-091 I x panel HINGE STELE 3- 6 UMI 7 L-905 LII-094 I x panel LOCK STILE • 6063-46 MLINNUM • • • • 8 L-909 LII-M 2 x panel TIP L BOTTOM RAIL ADAPTER 6063- LM UM 9 L-911 LII-085 AS REG91 1/4 ROUND ALUM. BEAD - 7116' %63-45 ArUMT�IUM • • • • 10 L-912 LII-097 AS Rurj; 1/4 ROUND AL(M. BEAD - 3/8' • 3AS ALMINIFI • • • • • 11 FD-624-2 L-908 2 x panel HINGE LEAF ASSEMBLY 6063-T5 ALUMINUM 12 VVS-0al TP 3286 AS REO'D, Bulb VyryU Vts'p.-Te Plastics, Inc See HateriaL Conpositlon at Sheet 13 PVS-001 AS RERD VTSP. Q TOP/BOTT. RAILS Schlegel FS - ,187's. X 210'h. 14 PVS-ODE, AS RED➢. VTS'P, 8 FRAME HEAD L JAMB Schegel P8 - .187s. X 3311i 15 - L-910 LIT•089 2 x Pnnl STRIKER MOLMTING PLATE 6063-T5 ALUMINUM 16. F➢-619 FD-619-1 2 x Pant STR➢(ER PLATE 6063-T5 ALUMINUM 17 FD-031 LU-086 AS REGIL GLA2ING ADAPTER 6063-76 ALUMINA is HC-001 SF-5502 2 x Panel DELTA FLUSH BOLT (Q TOP L BOTTOM OF LOCK STILE) 19 FD-621-2 NC-0Z4/025 1 SET DOOR LUM / DEAD BOLT SET KVD(SET - Series 6907 COMBO 20 FD-621-2 -024/025 1 SET DOOR LOCK / DEAD BOUT SET SCF AGE - SeNes FB350 COMBO 2l FD-621-2 HC-024/025 1 SET DOOR LOCK / DEAD BOLT SET DEFIANT - Series 831 CUM 22 s FS-035 AS RE" Fran. Install. Sc . - Head CSee Notes at sheat 4 cf 63 23 ■ FS-035 AS REWIL Franc Install. Scrw- Jawb/SILI (See Notes of sheet 4 of 6) 24 a FS-026 8 FRAME ASSEMBLY SCREW 012 X 3/4• PH.-RIL 25 FS-012 AS REO'D JAMB ADAPTER SCREV B10 X 3/4' P.N.-PHI. 26 FD-034 LII-171 AS REG'D, V4 ROAD ALUM BEAD - 11/16' 6063-T5 ALUMINUM 27 ■ FS-043 8 ld.AZING ADAPT. ATTACH SCREW 08 X 1 l/4' FM -PHI. 28 a FS-049 2/Panel Double Rat Asunbly Screw 3/B'x2 1/4' Hex Scree L Nut 29 b r AS REG-D. NEUTRAL CURE SILICONE Schnee-MoreMod SH-5731 30 a ■ AS REO'D NEUTRAL CURE SILICONE Dos Corrdng e99 31 ■ AS NEWEL NEUTRAL CURE SILICONE Trrenco S-500 32 • AS RER'0. L$Nnated Glass see Pg. 5 Dupont - Sentry Glass Plus 33 ■ r AS RED'D, LaNnated GLcss see Pg. 3 t - PVB 34 • AS REG% Laninated Glass sea Pg 5 Soft.. - PVB 35 HC-00e 2/Pori PANEL ASS'Y ALUM PLATE 1 1/2'. 2'x 1/8' <6063-T5 ALUM.) 36 HC-004 eM-.L Panel Ass'y Full Lenght Rod 3/9'1111a: 2DD Rod, Plate, Flange Nut 37 r FS-011 8 HINGE ATTACHMENT SCREW 010 X 3/4' P.H. / PHI. 38 FS-044 12 SIDELITE ATTACHMENT SCREV M10 X 1' PR/PN1L. - (17' OC Max.) n HC-006 S2PP050BG14 6/Janb 1/2' Da. -Hale Plug - Nylon 6-6 MTCROPLASTICS - Racksell M-79 40 HC-007 0B7BG11 2/Panel 7/8' Ble. Hale Plug - Hylon 6-6 MICROPLASTICS - Rockd.0 M-79 41 M Hi 1/213LT FLUSH BELT SRI Plug - Nylon 6-0 SUNCOPLASTICS Inc. Rockeelt M-79 42 L-913 1_II-096 AS REQ'0 1/2 ROUND FALSE ALUM HUNTIN 6063-T5 ALUMINUM 43 r ■ AS REO'D. INT FALSE APPLIED MU4TIN L25' X AW STOCK ALUMINUM 44 L-915 FD-623 AS REO'D. FRAME HEAD SHEAR PLATE 6063-T5 ALUMINUM - 4• Long 45 L-916 LII-U7 AS RED'➢. FRAME LOW SILL - OPTIONAL 6063-T5 ALUMINUM 46 FD16M HC-050 1 TWO -POINT FLUSHBOLT LOCK OPTIONAL ( FOR •/- 76.0 psF DP) 47 FD-626 FD-626-1 2/Pane1 FLUSH BOLT GUIDE ALUM. ANGLE 1 1/2'x 1 1/2'x US' Al- 6063-TS 48 FD-697 FD-627-1 2/P.mL 2-Poirrt Lodi Balt Gude ANGLE 3'. 3'. 1 UE'x LB' Mun. 6063-T5 49 ■ ■ AS RE0'A Joint Seatorrt- VHM, Colored 'Purvis Cn' Super Seal 50 FD-638 HC- 1 SET LOCK ACTIVE HANDLE L TRIMSET ASHLAND NVS201A-A 51 FD-637 HC- 1 SET MULTI -POINT LOCK ACTIVE ASHLAND OV5110-STACTS 52 FD,640 HC- 1 SET LOCK PASSIVE HANDLE L TRIMSET ASHLAND •V52CIA-P 53 FD-639 HC- I SET MULTI -POINT LOCK PASSIVE ASHLAND dV5110-STPAS4 54 FD-641 HC- 2 x panel Multi -Paint Lo N Bolt Guide NYLON 6-6 Rd k..0 M scale 79 s� FS- 4/Guide Salt GNde Att.C.-t Fasten, d6 x 1/2' PHYPHIL. 5FD-65 % 42 /IC- 1 x Loch Lock Tap Mount Adapter NYLON ADAPTER 7 FI-643 NC- I x Lack Lon* Batton Mount Adapter INYL13H ADAPTER 110M)UCI R6NiW(m a-.• ,doovilgwithit14 8r.1d14A Code A_"a(e�pls�� 16+-�05 f.-Pimflw 9ok-- CGiMilli aj* 145 V2' Max Unit Wkith Sidetite aema aatnar spatl L Swing Panel VMth u ft0 P. width 1 ( 33 13/16' raox.) A (35 3/16' nnx. 5' e5Is- SEE OPT j ALTERNATE BOLT 6Ar / 3NS \ 25' Max. DLO I✓idt J .0 / O T mr Active Inactive co= Z Y P x N EJ y x 1 ffi 6 1/2' dead -belt �q Sidelite i a �X =� �0�/1 •/ //: Sidelite T i SIIffT _AT bettem JSti• 5k6. - il/ , 6' 6' b' 6' /4 oc Il 3/4 12 3/4'1/8' /♦ 3/ 1 5' T ANCHOR NOTES: 1. SEE ELEVATION AT ANCHOR O.C. MAX, SPACING AND LOCATIONS. nC rve paneU hac Ne' pant) li4'B•: 2. SEE SHEET 4 OF 6 FOR INSTALLATION same saahor apadn8 SAME FASTENERSTYPES SPACING "OXXO" EXTERIOR ELEVATION at f- hand a dD 3. ® FRAME HEAD & SILL. NOTES: t). QUALIFIES SINGLE k MVLTD?LE PANELS (SEE IiLEVATIONS). N0�'ES_ 2), QUALIP�SS UNITS WITH AND WLTHODT' SIDELTES 1). THIS PRODUCT IS DESIGNED AS PER FLORIDA BUILDING CODE (2014-5th EDITION & 3). MAX. PEA LEL S$S L45 1/2-w. X 95 3/4ah. OXXO 2017 - 6th EDITION), 4). EXT & INT FALSE COLONIAL NUNTIN APPLIED W/SIUCONE. 2). GLASS MEETS REQUIREMENTS OF ASTM-E13OO AS PER CHAPTER 24 OF FEC CODE, 6). QUALFRS SINGLE OR DOUBLE BOTTOM RATI 3). 1X OR 2X WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO 6), MAX. DAYIITB OPENING 1fIDTH = 25' TRANSFER LOAD TO THE STRUCTURE & TO BE REVIEWED BY BUILDING OFFICIAL 7). MAE. DAYLTPE OPENING HEIGHT m Bs 1/0" 4)- ANCHORS SHALL BE AS LISTED, AND SPACED AS NOTED ABOVE AND ON 8). SEE ELEVATION AT SHEET 10T8 FOR MAY. ANCHOR SPACING DRAWING DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE 9). ALL DIMENSIONS SPECHUD ARE IN INCHES 10). NO HURRICANE SHUTMRS ARE REQUIRED eMNO WALL DRESSING OR STUCCO. . 5). SEE NOTES ® SHEET 4 OF 6 FOR INTALLATION FASTENERS TYPE. 6). ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS RDDDUCf BL-fam ARE NOT PART OF THIS APPROVAL ' ras�l.ta[w•i lBe RssW LIb11TATI0NS: ksl "ram 2I2.O�J As$$Pt. Wes•/ _ 1). MAX. DP A t86 PSF W/ (4) Surface So" & Gloss Typed A. B. C & D- (SEE LOCATION DETAILS O SHEET 3 OF 6) EVIVId s 006,90Lops'yZQ/$ 2). IAAX. OF - t76 PSF W/ 2-Point Lack (00Ae)+ (2) Surface Bolt$ at Inactive THO Z. SOT06 � 3). MAX. OP - f76 PSF W/ Flat Sill & must be used where water Infiltration is PROFIlSSIONAL lNGDatBI naa•tldaMal not required or opening is protected by overhang ratio greater than one. 4). MAX. DP -/f86 PSF W/ Multi -Point Lock(T1-octive)+(1-passive) at Inactive FL LC. / 6622b s, ;. 1p ^dAA "�, � �•i.I' "VT ��i� �F•;0foF Re 8501 NW 90th SL ®1 MEDLEY, FLORIDA 33166 Revised W comp w/ IBtR007 k added L-d .=py " �G Waisted Glass 1/2Q/10 �/1 Y I I 7 s . Leklsad Molt -Point Lack 01/R•7/1I. N (305) 696-8660 'S * Resided to comply t./ 2010 FBC S Revised to comply T/ 2014 FBc levied to comply w/ 2017 li A E Of Nelson 6iazo Il 01 1' Nelson $aso 01/20/1; PE n.te. M4NUPACTDAAR df QIIALTT ALUNIWUM 714POW5 AND GLASS DOOAS p tw - a� na4 4Ylga•ev $wYWC*N= "`"' - 1 di e de AAPROVAL MPACT itENdl DOOR "La Porte" Impact" French Out -Swing Door IAe.s.n FD-2003 110 7/8' Naa LY{t Width $ V ing �SEOPI ours AT TIUMMATWE EEfB C 35 P3/IL6"�n 3 of 6 ' A Nax�D• Vid C II %% / p D y � i/ I I I I IIIIIIIIII E II � it fl m� II II H m AC e C D h. . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... IRYK AIL® - � ALTEAfT1A� T "OXO" ELEVATION ONS • • • 7� S/16' Na3 LMt YI�•2h • • • • • •,o��AT Pa ) yNTF -a • • • 1RtyYNIM 3/16' nnx. • A V t t� • ' •••II • •Ir• .. P e�• / • :/ :: •// , j� �� • � • • x mm a` II it Inactive 4 r131 a Activ /i% II /i I B 145 Ve Nax LWt Width SEE ALTiF44ATE BOLT $klellte 3 of 6 AT SNEAT SVI/i9 P-t Width Periel IAdth ( 33 13/16' nAx. 0 A ( 35 3/16' nnx. 7 iu II II M_ a D Widt r s DII _ 11 71F DII 2A c II II Ctive e rx N I� �(/� j�. % � H II SEE ALTA SI BOLT 3 fa AT SHEET 3 of 6 "OXXO" ELEVATION ANCHOR NOTES: 1. SEE ELEVATION AT SHEET 1 OF 6 FOR ANCHOR O.C. MAX. SPACING AND LOCATIONS. 2, SEE SN EEj 4 Of' 6 FOR INSTALLATION .LT e/ a AT T "XX" ELEVATION "OX" ELEVATION APPROVED CONFIGURATIONS NOTES 1. ALL ELEVATIONS ARE A GRAPHICGIL 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. OL/T-SWING DOOR WRNOUT INSECT SCREEN. ® 1leWICl 1i[Nj4rW Y �04'4 with, 40 /bddb a1f01o0 Cede Aas�t4eec Hs 1N!-OSD Tap'-d" YNr' ',. mfticr Emam bwftgck l:�lwl MROT(AL 1DTGD4136It bF `03Ptdf 9 AT SHEET T s �LSEAfTM7E BOLT "X" ELEVATION �� "0"ET ELEVATION '].Forte' DIPACT FMCEI OOTSTDTG DOOR - DR9IGN LOAD CHART PA10D. NmlB/®BSL ASV' (IX�) NUK11 OF AN(SOSS /L'M OP GIASS TTPS 'A' r '6' r/-(PSF) PANn ACTUAL t= (INC=) DF ( PST ) TYPN 'B' .1-(PSP) 6Iw.98 TYP6 'C• +/-" G11.99 TYPE ro• +/-(PSP) NlU1H • HGCIiT • WE= • 10 1/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 77' .(5) 5 +86.0 11 3/16' +76.0 +76.0 •76.0 5 +96.0 17 3/16' +76.0 +76.0 +760 5 •86.0 23 3/16' t76.0 +76.0 ±760 5 ±86.0 29 3/16' ±76.0 176.0 1760 S t66.0 131 3/16' t764 S76.0 t760 5 •86A 35 3/16' +76A ±764 +76A 101/4' 16 1/4' 22 1/4' 28 1/4' 30 1/4' 34 1/4' 93' -(6) 6 +86.0 113/16' +76A ±76A ±76.0 6 +IffiA 17 3/16' +76D +76A _+76A 6 ±86.0 23 3/16' ±760 +764 +76A 6 +86.0 29 3/16' +76A •76.0 r760 6 +86.0 31 3/16' _+76.0 +76D +76.0 6 +86.0 n 3/16' •764 •76A •76.0 • 0 ..,r . INOIGTI / aF -ANCHORS AT FRWE JW. ton NOtew �-y .^e T , /Vp 1 �V/ 8501 fWJ 90th St. LA td to aompty ./ r,BC2D07 • ea.M ltcd Glen Ol/22/10 yy L.`Jl I I MEDLEY, FLORIDA 33166 oa 11"It-Print Laek 01/27/11 11TDLJST ZES. (305) 696-8660 1a to �ply 2010 PDC YAMUFACTDAOA al QUAL7rY ALUMIATM .LTDOTS AND BLSS DOOM 1d fo comply •/ 2014 rBc A+... cT..� rt urr rv•a cd�•'F aN./Yeta. aAwt 1. to comply •/ 2017 PBC NOA APP00VAt NPACT iNENCN DOOR 4 OF 6 "` N6Lon tr� it/01/1 "La Porte" Impact" French Out -Swing Door ec -Nelson Craw 01/20/ s� of zo la Ae.r. n.ta. 11uW..ww 11.no.e •mom /A- FD-2003 •..try Jwrt G I 1 I/4• . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . .. . 5/16' TAPCON V/ • • • • • • • • 1 112' MIN EMBER • • (SEE NOTES BELOW FOR SPACING) • • • • • • • • • CRT.) WOM BLOCK • • • • • • INTERIOR SIDE • • MAX. SI9M TYP. • • • • • • • • • • • • • • • • • I/4'�J • • • • • • • LOCK STILE 1'1/4' Ieua MULLION ,9 20 21 _ r e • • �ctiv0 l 2 • • • �g • • • SNieUte • • • • • • • • • •• • DLO Width P'", Width 1 ¢' — MIN EMBED. O O TYP I8 Active 3� ➢from WE Inactive ACtive Inactive O rJ\ 18 18 l cxrzraox stos r � cmrron sms E3 L_ J E4 L_J LOCK STILES WITH FLUSH BOLT LOCK STILES WITH TWO -POINT LOCK do FLUSH BOLT EXTERIOR SIDE S 53 SILL (WON. EDGE OPTIONAL RAIL DETL INTERIOR SIDE 1 21 Sitt F T-7, HLIght I }'•MIN EMBED. INTO E70 PSI COW. (TYP.) '--5/16• ELCO TAPCRI V/ I I/2' MN E)1)#Fa (SEE SHEET-1 OF 6 FOR LOCATION AND SPACING) PRODUcl 11ENNYdO r earpFylq er•h O• Plwl•r AptOiseN• 1 aj63•o6 LBPkaBa• •S tt Inactive OV9 -- EXTERIOR SIDE UNIT WIDTH 5/16' TAPCON W/ 11/e' MIN EMBER 1 > (P.T) WOOD BUCK SEE ELEVATION AT (SEE NOTE 3, SHEET 1) SHEET 1 OF 6 FOR 4 3 MULLION JAMB 6 17 6 38 12 12 23 SldeUte - ••=' I 1 1/ Edge,n111- 14 9 10 14 1/4• O C2 NAX SHJ 1 �• MIN EMBED ANCHOR NOTES: I. SEE ELEVATION AT SHEET I OF R FOR 1d tl 38 ANCHOR O.C. MAX. SPACING AND LOCATIONS. i B 18 ./ /�� 2. SEE SHEET 4 OF 6 FOR INSTALLATION FASTENERS TYPES. i � 3 � �rptrLla t�ernu ( Active Inactive 6•ie IMa Nd-1�09 $ 17 2 OPTIONAL BOLT ®TOP RAIL. �- R Brrmox I 4 /� 6. Active Inactive sr 5 Petit i j 3 7 3 B3 45 Y iD 7 a,s /;(/ 11 12 1/2• FILL J \ He1g lifl N u 18 la N OPTIONAL SILL .. ,�1.!',I °:-1 �'M(N EMBED. INTO ' to 35W PSI CONC. (TYP.) OPTIONAL BOLT ®BOTTOM RAH. 5 /i6' 0.W TAPCQt V/ 1 1/4' 1 t/r MIN EMBER C SEE DETAIL E3 FOR MOUNTING LOCATION) (NM. EDGE (,ST.) 23 TWO -PO IN MULTI -POINT PmsH BOLT & (•) FIAT 5311, NOTE: kJAX. OP n 275 PSF MAIL OP - *56 PSF TWO -POINT LACK LlifiTATIONS: HORS L SIDELTTES WITH THIS SILL TO BE 9S 1/4' MAX FRAME HEIGHT. OPTIONAL LOCK DETAILS 1). MAX. OR - ±86 PSF W/ (4) THIS TYPE OF SELL IS LIMITED TO +/- 76.0 psF ➢EStEN LOAD AND Surface Botha d( Glow Types A. B, do C. MUST RE USED VHERE WATER INFILTRATION IS NOT REQUIRED OR THE ,TIIOlm J. SOTOS 2). MAX. OP - t76 PSF W/ 2-Point EXTERIOR OPENING IS PROTECTED V[TH AN EXTENDED CEILING OR ROOF PROFES$I t - Lock (octive)+(2) Surface (colts O Irwclive OWVERNANG GREATER THAN OR EQUAL TO THE HEIGHT IIF' THE WALL FIERE I. DOOR IS LOCATE ��♦ - S , it!••,, l �i� �ngF"-a1IL � Re wd Notes: Revleeto (:omply w/ PBtr:OdY 4 added ]D �\J% 8501 NW 901h St. �� ®1 InauLtad QLNe Ol/22/10 I I A� 7 MEDLEY, FLORIDA 33166 j• �il26 y •: i ^�. AAI—d Ilnit-Patnt lade 01/27/11 (305) 696-8560 Reeked to em*ly w/ 2010 PBC Af"UPAITIM R dF aOAuTP ALUMBI If IFMWIFS AXe CLASS DOVAS Imo= SE OF �41 Rest." to comply n/ 2014 PDC Rnlsed to --ply ;MIT NBC P_ ew. r.t c� Pr.a cWw► j�WN+a ern, an... NOA APPImVAL IMPALE FRflXe1 odaK 3 OF e _51p:A •: �.2�. Nelsoa Er a:a 'e 1o` 17 "LaPorte" Impact" French Out —Swing Door ;;: Netaea Gram Dl 20 12 i-[p(dRtt`,S� Fwr awe. T of DATE_ _ _ _t_ FD-2003 O . . ... . • . ... .. .. . . . .. .. . . . . . .. . . . . ••• . • . . ... . . . . ... 5/16' TAPCIIN W/ •,�� • • • ! • • • 1/2' me EMBED. El, BE W FOR SPACING INTERN • • • • • • 1 x �,T.) WOOD HL'CI( 1 x <P.T.> VOOD BUT]( �UE• • • • • • • • 3 <SEE NOTE 3, SHEET 1) + (SEE NOTE 3, SHEET U • • • • • • • • • - • . + - INTERIOR SIDE 3 3 • • • • • J 3 LOCK STILE •+ if AMB 19 20 21 LOCK STILE JAMB 19 20 21 P 1 46 9 0 31 23'� .' 6 7 6 9 3146 6 - 16 • • • •• ••• •• -.' "� 39 12 17 7 39 Active • 7 • In: IV • • • :'t'� 7•'-'a 3 • • • • Active • • • _ EXE GOY- 18 9 3 EDGE DIST.) TYP.' 37 9 to T 17 I 6 o„ 12 E o MAX SHIN o1 G i 1/r (MN. EMBED.) UNTI WIDTH MIN EMBED UNIT WIDTH EXTERIOR SIDE (TYP') EXTERIOR SIDE °oa mnPW TYP. " —5/16' TAPCON W/ 5/16' TAPCON W/ LOCK ftm STILE 3 UWi 1 1/2' NW EMBED. l 1/4' MIN. -:_SEE NOTES FOR SPACING EDGE 11/2' MIN EMBED. SEE NOTES FOR SPACING 19 20 4 21 MULLION ;Rb B('lERIOR BIDE P.T. yD, 1 1/2' MIN 1 (P.TJ WOOD BUCK 31 7 4fi 38 MIN. EMBED BUCK CSEE EMBED. _ (SEE ImTE 3, SHEET 1) 12 TYP �'- ,• �T3()AT TYP - Active Sidellte �1/ MAX,AX I SKIM TYP. 1 SHIM TYP. HEAD 4 2 13 2 9 t 12 O13 A e 12 A l & O 14 BrrBRIOR SIDE 38 Slde"0 e 5 Att-Mores ttoccrew H O 5 c 6 ScM sae aE jewbs, 12 totol per sMellte > INTERIOR SIDE 50 51 3t F, f INTERIOR SIDE 52 53 LA 0.i ( 9 /0 �rl ACNCWir LOCK STILE 32 3 w=, x nerDpM1q.khatPWOMP 56 57 42 Za EXTERIOR SIDE = BwftCO& I Q$3.01 u EAMe�a Active 7 2 InactNe z a o INTERIOR SIDE 4 ,1 O B 23 1 - I SILL!. Sit] Height ,� SILL SBI ':`.ileght T,/.l • ,....• _+ .�' �•l }',MIN EMBED. INTO PEMBED 3500 PSI CONC. 5/16'ELCO TAPCUN W/ <TYP.) EDGE DIST.) 1 1/2' MIN EMBERt SEE SHEET 1 ff 6 fOR 1/4•(MIN. sPacDlo (MN. am .) DATE 5/16' TAPCON W/ 1 1/2' MIN EMBER SEE ELEVATION AT SHEET I OF 6 FOR SPACING INTERIOR SIDE LOCK STILE 3 19 20 2t ris , Actve I 1/4• (EDGE DISI.)— �� : 12 SIN. tGBE➢a L _ J G2 2 TYP. EXTERIOR SME Q 50 51 DT =012 SIDE Active I tD(7E[DQR soR G3 3 INSTALLATION FASTENERS NOTES: '1X BUCK' MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16' X 3 1/2' Long TAPCON(•) JAMB: 5/16' X 2 3/4' Long TAPCCN(•) MULLIONS: 5/16' X 2 1/4' Long TAPCON(-) (•1 TA_DCON 73Y 'KIDO L.TRACON• hX BUCK' MINIMUM REQUIRED FASTENER LENGTH HEAD: 5/16' X 3' Long TAPCON(-) JAMB: s/16' X 2 1/4 Long TAPCON(-) MULLIONS: 5/16' X 2 1/4' Long TAPCON(-) j� 2APCON 13Y 'F.[CA) U1.TRACON' AT SILL: 5/18' TAPCON w/ 1 1/2' MIN_ EMBED. INTO 3502 PSI CONC, MIN. AI I F :1TNER W/ 1 1 /2' MIN. EMREDt1EM. 1 1/4" MIN. EDGE OISfANC£ d< 1/4• MAX- SHIM SPACE ANCHOR YIELD STRENGTH Fy-155Ksl ANCHOR ULTIMATE STRENGTH Fu�1771m1 • ALL TAPCON 1JtNCTRS "L' SPECIPI® 1BR IONLEI11L5 ( 9EE EIj9ATI0N AT � 1 of 6 !OR INCIIOR M�7[. SPACING AND LOCATIONS ) U __ EXMIOR EMS E2 t2 D1b8 NG0IESR 1225 Aerie �P0, =.tda Not—: Re�i.ad to oompty •/ PBCP00T so added T { T.. j� ® 7t T /I!r// 1 \V/ 8501 NW 90th St. 3E•;��(�i '•. I¢tMiAted Glen !t/2t:/to JIpJ.1//�,A 7)YI MEDLEY, FLOMDA 33166 Asntt¢d M.R-Point tnet 01/27/1t (305) 696-8660 t Rvdd to -mply �/ 2010 FBC MAMIDRACWMA 6P QOAUFF ALUWMtat FDTDDa3 AND CUSS DOORS Redd tD campy •/ 2014 FBC s..a err: Awl new Pr•d o.y.•r a.r /�rre N� st.s it Revised to -amply w/ BOt7 FBC No* AFMVAL IAPAOT TBENCM DOOR 4 0T t Of ��+ '"''"" Ndsvn Brtso 'ii o`" i"i, "La Porte" Impact" French Out —Swing Door O•rw DM JM• ��4 r10t"� �•Ca�� Na6oa O'tso /20/ Ol 20 l8 so— N."_ w.r�Mr Axeer. FD-2003 d�WW �• a.t.e. O a . . ... . . . ... .. .. . . . .. .. . .......1-.. S4sysM4R� mnlc IRINE a P INTERIOR SIDE MCAe �_... •ee •1• He -• • @Glazing Adapter Asauu.T 2a eta • • • m usPe (Gluing Depth 4fz : 3i4• PWPM7/B'- R. • • • • • • • • SDlesne j vrwrMrasroP rAc[ Iv • r • • • • • 9 31 Gallong Laminated D)s» S� - - • • • • • - • • y pGz(am, belelow) -C• • • • • NasAPse lr _.y....- ba 4w. arto�P SnE (SEE TABIF V/ CORIYESPONDTNG FRAME ASSEMBLY DETAIL • • • • • •SB ] E/*&KIj ATT�HME1dT DETAIL GLAZING TYPE L DESCRIPTION) 1/4 Round • • • • • • • • • 33 Bead 9 1C smo •• • • • • • •• m•IQ• EXTERIOR SWE SNOWN a ° GLAZING DETAIL Al SILL SEALANT DETAIL NUM runs To PC Sulu SBRIAs To i1LL LOFT Ime 'A' - SENTRYGLASS byr Kuraray America, Inc. /�NNGE aTac DEPT PsE PREi<MMED iQE a1TTUl L .Mrs DREI 8• T� D/P "cc ATTAb11017 .PLYS an ale x 3 PIVIMiL IINGE ATTACHMENT )ETAIIS rcrsza NIaA / / MNrs m4-L Lur ro DlaDt W Sm.E DerTol TTA NENT xEx tArl .. '4' PWmaL PANEL ASSEMBLY DETAIL ACCESS Md MSA 414 SMS W SELF DRILL SCREWS 914 SMS OR SELF DRILLING SCREW$ INTO METAL SIRl1CTLRE INTO METAL STRl1CTi1RE (SEE MOTES FOR SPACING I� (SEE NOTES FOR SPACING) ..ii� 1 114N EDGE MIT. �I (60G3-TS !OW 1� NIN EDGE GIST. II (i--�36NKSI MIN.) ALUNINUM TUDE MULLS STEEL TLIDE OR CT V1i REFER TO AP101 (STEEL W TED OR V/ ALUK M MiANt-DADS NW s mid, hew TO DE PLATED OR MDREW MxtY T(iel�ess —7E— IYW lltlxraz �l 1/1' MAX SHIM TYP. La Sti911 T1P. I V 4' NA EDGE MST. 5/16' TAPCON V/ `--TYP-{ �I VEZNOTES FOR OI <CGNC TO BE 3 KSI MIN.) Caw 3/16' ELCO TAPCON V/ l V4' MIN EDGE 0[ST I I/2' ION EMBE0. i ITIP (SEE MOTES FOR SPACING) C 43) 'B - TROSIFOL PVB by: Kuraray America, Inc. 'C' - SAFLEX PVB by. Eastman Chemical Co. INTERIOR SIDE 1g O11wrmg Adapter Glsain Bill 5/I6' laminated Chan a/s•- 3 31 Types or W 4 G De th by : (see below) SEE TABLE RNDI V/ COIUMSPIIG LAZING TYPE a DESCRIPTION) 1/14' InaWated Air 9patxe w/ D/B' Temp. Glma MATED SPACER 'T-Seal'- Glazing Bead Seal alrg Specerr 26 Black - 1/4' NArr Ptiio. 812-251 -357 . EXTERIOR GLAZING DETAIL a 'D' - SAFLEY PVB by, Eastman Chemical Co. 'E' - SENTRYGLASS by, Kuraray America, Inc. SiM)DUM2099W40 ast b0owmesefi1a� ARcP1ae01 N• Wp6atloMM D.er��'i L...l 3 4=11= ® li NVIN. i V4' MIIXr SHIM TYP. i I/1' MAz SHIM TYP. :a v. a9' S i OFHEIM 'tu OPTIONAL INSTALLATION DETAILS MAY APPLY to DOOR rRAME CjAml AND/ot FRAW MEAD. FRAME INSTALLATION OPTIONAL DETAILS DATE / 11%�` sn4•r�IT srm Car + + + + GLAZING TYPE k DESCRIPTIONS .4660 A laminated Masse b Dumat - Glass TTv. 'A" rrzm D�Lffi40N O%fA6, 92 1 3/16' AnnelMed ' a.4aa• 2 A90• SentryGtazz Intertayer 3 3/16' Annealed .340' 0 A Laminated Glass b DuDent - Class Tvv. "B" rrs• DSSCWTTen D•TAL 99 1 VB' Amatod wv 2 A90• TROSIFOL PWD Inte.igyer 3 1/W Annealed .340 0 A Laminated Glam by Solutia -- Glaaa C IBM MISCROTM _ 1 2 1/D' Moat-Strergthemd Gtmz 890' SDMx PVD ,-- - 4�W' 3 i/B' Neet-Strergtivred Glnz GLAZING TYPE do DESCRIPTIONS .340 0 ♦ Laminated Glass by Solutia - Glaa e D raw vaco 'llox DITAa 1 1/8' Nezt-Strengthened Glzsa y4, 2 9 .190, ! MxNeat- PVB kdeel4 e L". Strengih—d GL-1 Ue. 4 V4' INSULATED AIR SPACE 5 VIP TEIFERED CLASS .340 0 A Laminated Gla a by 'solntia - Glass REY DDBC@'HUN DEr1d 1 1/D' Neat-Strergthenetl GlassjTM ' � y4, 2 A90• Sentr Gazz In<MA rr Heat -Sire therxed Wass "1f µp 4 1/4' INSLLATED AIR SPACE 5 V6• TENDERED GLASS WADBC f Rcvmo L1M.dlag ON& A.PYAIy Awe P' - Z �•r/Ur A4A✓ P�q•T ATtii`• 11 MNGE ASSEMBLY DETAIL in-624-2 ton Notes: 7f• A Yp S ® Ta T .4 to comply w/ rBC2007 k added is/J•1•/46AI ��Y/ 1 \Vl MI NW With St. Nted Glass 01/29/16 MEDLEY, FLORIDA 33166 ad halt-Petat Inct 01/27/1/ N LSST IES IN (305) 696-6660 Md to o piy w/ 2010 TBC mAsupAcTOAn ey QuALiTF Atui,ow TAr PIIUOrs ANA Chan DOOAS Md to oomply w/ =14 PBC h &-- M cars— esaprta s�(.A/Rwo n� S-. ad to comply ./ 2017 TBC MOA APPMAI IMPACT iRENCN DOOR I 1 a of a `aw Nelson Encino aii oi i7 "La Porte" Impact" French Out —Swing Door a1F Nelaea graze OL /2 2 FD-2003 STEEL GILT da v�5 ®U6 DE B g� 9 E g M1LT1-{'TINT LOCK ACTIVE p 5 CYL LOCK 0 o so 51 ACTIVE HANDLE t TRIMSET _. . . .•. . . . ..• .. .. . • . .. •. . • . . . . . . . . . et • 1 1/2 $ BOL • `v6 • •• • • 4i'�ie 1• • • • 1.500 L124 i E.500 INACTIVE -PANEL FLUSH BOLT 47 ANGLE GUIDE 1 1/2' LONG $FD-626-1 2 9 STE2/8 0. BOLT �-STEEL BOLT Optional Multi -Point Locks OPTIONAL 46 TWO -POW LOCK (+/- 86.0 Pitt DP) Active Lock Pofflve Lock kLOCK OHC-050 ASHLAND 8W3IL=ACT3 ASHLAN➢ 8V5110-STPA7 (4-/- 76.0 p9 DP) HANDLE t TRINSET HANDL4 TRIMSET gSHLAND RWSal,4-A 4VE ASHAMED 5201A-P 1 1/2' II SIDEIJITE PANEL ALUMINUM PLATE 35 2• LONG #HC-002 ..ao Ti STSTAN_EE4 BOLT W 00 V16' CIA STS 1*/- MD W) 0) 3/r 6B. LSS f./- 960 PSO INACTIVE -PANEL. 18 FLUSH BOLT JHC-001 • • .076 -{I- �r'D7050 �.675 • 62 �— .460 • 1 1 1259 j -I .908 GLAZING ADAPTER QU /RP'BEAD ROUND I2 19 #F'D-634 • OI • 726 • .119 .730 I F-- 2,031 �—r F-----� •808 OI1 HINGE LEAF 10 QUARTER ROUND yL-908 O(3/8") BEAU #L-912 -{j-.070 II 060 , 35 .656 1— I b09 OQUARTER ROUND (1/4') HEAD 1.250 '' ,#L-911 1625 .045-1 HALF ROUND a62 I 42 FALSE MUNTIN O RAD. ADAPTER /L-913 jL-909 F -Id. Y FPVC Co sdim - Te.m Pstial Inc. FRIG 81Adc CA oufld Ne. 720.7la PHYSICAL ASTMNO. Da WrHadms'A',IO.m 75 D.124U Sp-i& 0-ity 1.45 6792 Te ik Ske.Lh,PS 1640 D639 Uttim•. EI®ptcq % 340'0 Db38 Matdwg 100%V pp6m, PSI 765.0 D618 I a.ar, BriEO -31.0 D-746 FPVC Whit.: C-p-d No. 7287-75 PHYSICAL ASM NO. Dr H.d.a"A', IOfa 75 DZ740 Spaidcri-Aly 145 D-792 T.-'k Stmpk,PSi 1640 D-639 P Ult-w Ek vL..k% 325.0 D438 Ma J,, @ 100% Elogpd., PSI 765.0 D-638 .a -30.0 D•746 3.5 .096 1.750 074 ,127 I OPANEL HINGE STILE #L-907 4.500 —1 607 .065 1 FRAME HEAD 1.812 —i O OL-901 4.187 ,099 3.250 1 .100 .064 •064 2.000 1.750 A75 -I- 5.05 4.500 -� OPANE SLOCK STILE O FRAMESILL 1.75 —' 072 J 4.000W072 094 082 OPANEL TOP & BOTTOM RAIL /L-908 1.750 —I I UFRAME JAMB /L-903 1.812 —I 1.066 ,063 {) .214 Y- 4.5W -i OIAMB ADAPTER #L-904 4.348 .100 _ � aD7s aose�- 4D66 FRAME HEAD SHEAR PLATE 44 #L-915 1. ALL DDINNSIONS SPECIFIED ARE IN INCHES 18 f00 2b88 S00 2. SEE ELEVATION AT SIMT 1 OF D FOR 0"&I.MAr. +•SP�ACPNb'btAND ►sLOt Crk&MnteOtNS 4tr RH4DCrR2vt&W T 4bw SBD I "o•�OBa� 45 FRAME LOW SILL tf'6f0er 040t It> h/ V7 yL-918 , 11� •e.1..d to comply r/ FDC2007 t F'•. c� .� IOfulfled tDfr OI/22/10 '= i Afk]aOd Nult-Polat lock 01/27/11 • * Ie.iod to comply r./ 2010 FBC B.evind t0 ...ply V/ 2014 P'BC ir X Reli-d to comply �/ 2017 FHC �9' S E OF 7$ Nelwo Er.zo 11 a ..Na. :214i41�Q t �� Nelfoa'Er.zo 0,/2 _ts. •[) Nam (ice'.• , _ - REFER TO DETAIL •B3• AT SHEET f 3 OF 6 FOR AD NOTES AND LIMITATIONS 8501 NW 9OLh St. LA 7 I S V MEDLj 69FLLORIDA 33166 MIM701CTU"Ji OP QDIL?Y ALDM7NOM ANDOPS AND aLd" DOORS NOA APPBWLL IWAOT PAOIC31 DOOR f Oi f "La Porte" Impact" French Out -Swing Door Fo-2003 itrl..T...t