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WS-15-2102 y Miami Shores Village 10050 N.E.2nd Avenue NW Miami Shores,FL 33138-0000 ' �� _.�rr... r, tCC, " '� x` ,b r ���►���,1?r;\\r,' �� �� �,•iix�.�� rzc;is - ' Phone: (305)795-2204 , Expiration: 0211 1 Project Address Parcel Number Applicant 571 NW 112 Street 3021360210940 DEDE COHEN Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone cell DEDE COHEN 571 NW 112 Street (305)510-4646 MIAMI SHORES FL 33154- 9933 E BROADVIEW Drive MIAMI FL 33154- Contractor(s) 3154Contractors) Phone Cell Phone Valuation: $ 3,300.00 LY CONSTRUCTION INC (786)234-0922 Total Sq Feet: 0 Type of Work:REPLACEMENT OF 7 WINDOWS AND 1 DOOR Available Inspections: No of Openings:8 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:1 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $2.40 Invoice# WS-8-15-56767 DBPR Fee $2'70 08/19/2015 Check#:1360 $50.00 $144.80 DCA Fee $2.70 Education Surcharge $0.80 08/202015 Check*1361 $144.80 $0.00 Permit Fee $180.00 Scanning Fee $3.00 Technology Fee $3.20 Total: $194.80 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 AFFI . 1 FSpffy that aj the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio d zo ' g. hermore, 77�z ve-named contractor to do the work stated. August 20,2015 Autfiorized SI n / Contractor / Agent Date uilding Department Copy August 20,2015 1 RE Miami Shores Village �"��� r�7�,�,��A � � � �\ AU 9 2015 Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC20 ( 4 BUILDING Master Permit Nok G lQ - l4 L V PERMIT APPLICATION Sub Permit No. fj ��-- BUILDING ELECTRIC ROOFING ❑ REVISION EXTENSION RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP }} CONTRACTOR DRAWINGS JOB ADDRESS: I V l Z S City Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: C OWNER:Name(Fee Simple �Titleholder)X�MME �� �� Phone#: Address: S W 2 S City:l r 1 P/lAA1 State: Zip: Tenan Lessee Name: // _� l Phone#: Vl Email:n e cci Z oD F)a 9 a�G i � C-ae1- CONTRACTOR:Company Name: L�jv Phone#1 0 (-1 L4 C1 Z q("( `5 Address: '.� G�/ Ct �A--- / City:�� 11 State: ` Zip: Qualifier Name: Phone#: State Certification or Registration#46C 5 Z I Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$3's on Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ® Repair/Replace ❑ Demolition Description of Work: ou Specify color of color tthru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 .. .0Uft NQT!CEpf COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estirnbti #"value eiceedift$2.100,xhe 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 po'st'ed at the'jiib 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 '& 64,(-, Si nature gg OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t� ) day of e2o ai`l ,20 t�� ,by day of Qy S ,20 .by who is personally known to , S �/ r/I^ ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY P NOTARY Sign: n. x _ HEIDY CE Miami Shores Village Building Department 10050 N.E.2nd Avenue WIN Miami Shores, Florida 33138 �� Tel: (305)795.2204 CiT R1DA Fax:(305)756.8972 Date: 1--21 ,I� Permit o: JZC, _ (4 / Structural Critique —Syed Ashraf Ln V 0 o w IjoAs eja c-k- aAf r Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 2/22/2015 EXPIRATION DATE: 2/21/2017 PERSON: YIBIRIN LUIS FEIN: 204941852 BUSINESS NAME AND ADDRESS: LY CONSTRUCTION INC 304 INDIAN TRACE#254 WESTON FL 33326 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate.The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 LAX RECEIVED vl� 1 All 3 2015 MIAM 1B 6MU-0-AGE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT, 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.82v/pera Cury-A Tech Corporatlon 930 West 2P Street Hialeah,FL 33010 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 PERA- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control • Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control ;vection that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series 11940"Aluminum Horizontal Rolling Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W07-59,titled"Series-940 Alum.Horizontal Rolling Wdw. (L.M.I.r,sheets 1 through 4 of 4,.dated 08/06/07,with revision A dated 02/27/12,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,F.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 HATING:Large and Small Missile Impact Resistant LABELING:Each unit shall bear a permanent label with the manufacturers 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. INSPECM01 ;q cWQf tit eaMe NOA shall be provided to the user by the manufacturer or its distribufors and=*sbd1 ba a�aAdle fear inspection at the job site at the request of the Building Official. This NOA revues and rtne;v;NOt&#07-0813.08 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. . . . . . . . . . . . ' NOA No.12-0416.11 Expiration Date: September 27,2017 Approval Date: July 19,2012 Pagel . . . . . . . . . . . .. •• ..• . .. ... . . ... V . Cury-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07--59,Sheets 1 through 4 of 4,titled"Series-940 Alum. Horizontal Rolling Wdw. (L.M.I.)",dated 08/06/07,with revision A dated 02/27/12,prepared by Al-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 TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5262,dated 07/14/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA#07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2004, prepared by Al-Farooq Corporation,dated 08/01/07,signed and sealed by Humayoun Farooq,P.E. (Submitted under previous NOA#07-0813.08) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting,Environment,and Regulatory Affairs(PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114325.05 issued to Solutia,Inc.for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16 2. Notice of Acceptance No..08-0709.04 issued to Glasslam N.G.I.,Inc.for their "Safety-Plus II Laminated Glass"dated 09/11/08,expiring on 08/07/13. 3. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. . .. . . . . ... . • ..• . . ..• .. ... .. . . . 0:0 Manuel P .E. • • ' Product Control xa er •• NOA No.1 16.11 . .. . . . . . . . ••• ••• Expiration Date: September 27,2017 Approval Date. July 19,2012 . V: . . . .. .. . . . .. .. ... . . 0 ••• . . Cure-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated March 06,2012,prepared by Al-Farooq Corporation,signed and sealed by Javad Abmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5262,issued by Fenestration Testing Laboratory,Inc., dated 07/17/07,signed and sealed by Carlos S. Rionda,P.E. (Subrt Med under previous NOA#07-0813.08) G. OTHER 1. Notice of Acceptance No.07-0813.08,issued to Cury A-Tech Corporation for their Series 940 Aluminum Horizontal Sliding Window—L.M.I.,approved on 09/27/07 and expiring on 09/27/12. l • •• • • • • ••• • • •• ••• •• • • • •• Manu ez,P.E. • • • • • • • • • • • Product Coli miner •• • • • • .. . 0.0 • NOA No.12-0416.11 . . . . . . ••• ••• . Expiration Date: September 27,2017 Approval Date: July 19,2012 ... .•• E-2 . • . . . • . . . • .•. . . . •.. . . • D=W TAM CAPAC17'Y-PSF(20 OR Ox 8088) �u 6'MAX.TYP. 13'1HAX. wmalm WITH WINDOW Dm mw cw mma cwHM/S- WJa/sILL � n Comm A DACE FLIED YMTH HE*ff OIL(+) Ort.(-) EXL(+) W4-) z OPTIONAL 28-1/2' 70.0 70.0 MA 70.0 O • 3r 70.0 70A 70A 70A • • • yyI 53-1/S' 70.0 70A 70.0 70.0 • •••• ••• • : •T•• 11 74' 70.0 70.0 70.0 70.0 • • ••• a • It • ii 20-1/2" 70.0 70.0 70A 70.0 • ••••t • • _!__ II 37' 70A 70.0 70.0 70A C o -s- -•---- __-__=r' _ rdWAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHMr' . SEE EI,EV.FOR VAC diG WIAL SEE ELP&FOR SPACM SEE � UCK �Y ter .s ! n ., W000 BSTRUCTURE t'-------------------i1 n j IMULUON&MULU�1 ANCIKNiS 1 j Z d .. <' � sEE SEPARATE NOA ;; o ��•. - ✓ SHEAR CLW Y LOMBAT FRUM HEW ANCHORS ONLY • •••• • IYPICAL ANCHORS ,5t e��' • O.1 • al SEE ELEV.FOR SPACING 1 fi • •••• •• ¢$ •••• • • •• a • • B HEAD ANCHORS WITH SHEAR CUPS C •••• •••• 4 • 16 SEE SHEET 1 FOR CAPACITY TYPICAL ANCHORS: SEE ELEt/.FOR IpAcm gg t8L •••i •••• • 1/4" DIA. ULTRACON BY 'FICO' (Fu-177 KSI."155 KSI) a • • •• INTO 28Y WOOD BUCKS OR WOOD STRUCTURES C • 090: • •• •• 1-3/8- MIN. PENETRATION INTO WOOD • •••••• • THRU 1 BY BUCKS INTO CONIC. OR MASONRY • 1-1/4- MIN. EMBED INTO CONC. OR MASONRY Y 00000• DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY C 414 SMS OR SELF DRILLING SCREWS (ORME 2 CRS) INTO METAL STRUCTURES $ 4 STEEL : 12 C(L MN. (Fy = 36 KSI MIN.) c c ALUMINUM : 1/8"THK. MIN. (8063-TS MIN.) " (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) §14 SMS OR SELF DRILLING SCREWS (ORW 2 CRS) <N INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MN. THK. = .090-) (NO SHIM SPACE) TYPICAL EDGE DISTANCE 0 INTO CONCRETE AND MASONRY - 1-3/4-MIN. (EXCEPT AT PRECAST SILL) INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 1/2" MIN. 1 TYPICAL ANS S TSEALANTS o 14 ACINO ALL FRAME CORNERS. FIXED MEETING RAIL AT EACH END. INSTALLATION Ile t SCREWS IN S81 AND JAMBS SEALED WITH ALUM COLORED SEALANT. 2 WnPROLBS• FOAM PAD 21 11 Wi ' W1 - 3/8" NOTCH N LEG AT EACH END Wg W2 - 3/18'X 2" NOTCH 4 PER SILL © 15 W3 - 3/16' X 2" NOTCH 3 AT XO & OX SIZES i W4 OPEN CELL FOAM PAD (1/2"X 3/4"X 3-1/4") AT EACH W3 0 s 1 W4 - 1/2" X 1/8" NOTCH AT SILL TRACK AT 1-t/4" FROM EACH END (XO OR OX SIZES) a. . - .. •'< de -" 4 WOOD IN= i!IA.PE 78892 m o)'L�BpBh®IOFbdma � d •• � d e CA.N.� ;--'o - pTyp SEE EMNlEV��SPAdNGo@o • , • 17 $ 8 °e DX1E gy 9 WOOD BUCKS AND METAL STRUCTURES NOT BY CURV-A-TECH drawin no. PRECAST SILL MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM W07-59 FOR CAPACITY USE COLUMN WITHOUT SHEAR CUP ONLY AND TRANSFER THEM TO THE BUILDING STRUCTURE. sheat of 4 REM PART 6 QUAN=Y DT ,ON MATIOM MANF./SMIMR/RMUM 1 10248 1 FRAME HEAD 6083-To ai5 2 toe" 1 FRAME SILL 6083—To — 3 10847 2 FRAME AM 8083—Ta — ZO �! 4 11822 1/VENT M.O.FOU IME1p10 RAL B0g3-18 — $ • •• I • • • S 10846 1 SILL TRACK 8083-TS • ••• • • •• 8 10280 2/VENT VENT TOP/WTTOM RAIL 606346 _ 7145 • • • 7 — 1/vw 8/18•Box SCREEIt — •••••• A0A1� C011NIY 11--;� TYPICAL A4x210ftS ..... • • •APPR,p ON ;1 t, SM OV FOR!PACING 8 ,07.57 2/VENT VENT SIDE Raa eG6s—T8 — OG • • • SEPARATE NOA t j i t 9 11623 1/VENT ILO.VENT INILDLOLTT RAD. 8083-T8 •• • •.•••• 11 I 1 10 C-3o55 4/VENT WHEEL HGLISMO @ mm NYLON ••••• •• .• •• •• l i 11 11 C-3088 2/VENT ROLLER PM ST.STEt1. • • • • • t IL 12 C-3045 4/VENT' VENT FACE GUIDE NYLON g 4 ••••• • • ••• • �1 1� — • 1 1 13 2/WOmOW W PHOlIE HO<ISIh10&FL1P NYLON tXi CELCGLd 00000 •••••• ••• •• i 1 t4 = AS 000. ROLL FORMED CLAZ8i0 BEND ALUMINUM — i 000* •• • 15 995 AS HIM GLAZING COMPOUND SUC NVE DOW CORNING ••••• 16 7918-187 AS PM& FINSFM.WHETHER SW • • ••: •• LI i1 17 #8 x t" AS REDO. ASSEMBLY SOMS — PHP SMS ••.•• . •• ••• I x--_,11 ------- 1B — 2/VENT SOLATCH 7AMNt AT 7-1/4-FROM EACH END •• •.•••• • • IBA 10255 2/VENT ALTA MWI VENT LATCH 8083-116 - • • • • 19 C-3081 4 LATCH SPRING CLP ST. STEEL - ••.•• •••• • • • • VINDW+UOTH WMDGW MH ZD C-3057 3/VENT BRASS ROLLER 0000 21 /e•x Y 1/VENT FDL ML BOTTOM SCREW - - 22 - AS MW SHEAR CUP 8083-Tg 2-LONG 8 ICAL ANCHORS O {(yS VENT"m SEE EI.E FT1R ql Tzz� 1/4"MAX. OPTIONA1.TO 7 ; SH61 a- IARM;Q, O O ,/4"wx nt g1`MffTAI D.L.OPG. l;Y.t'• TYPICAI.ANCHOSS t/4"SIMSTRIlC1URE 3 ::��. SEE ELEV. 18 i:•" •. F•OR SPACING o 0 0 eR 18 17 --- SCHUM OPTIONAL • •v 7 1BY 3 4 � v gW00D D.L.OPG. VX=RIOR i Warr YAM g EaTgt Mib 0 PROIRJCTRBYIS'81) CND... mao•ldgto9a8hOteFls7Aa XO LAYOUT flA PE i A t27I8t >TVtldCoeOodo SEE ELEV OX OPPOSITE '• A—p—j? FDA SPACING6A R 8 1?aedtlet drovring no. A 9 2012 W07-59 sheat 3 of 4 96a .082 1.824 17 912 Z lase a9oo 0 • z • 1.082 ./ • • •• • • •• • • •• • • 1iNT ttiDE RML / 7 • • • 10287 •••••• LJ 8083-TB / f� • 0000 ERANE Filen • 10248 • • 1900 8 a •Ot 6083-TS• ••••• i' og &M1 • •••• •• •• • • S� •••4y t •''• t912 • • d • • • ••••••-.� 198atid • • �.Tom/ ••ti.o•VENT IMM ICK Rte! 4I�g T� •• • •• 11823 • • 8063-T8 009000 z 92 0000 1 • �gF • •• 1.894 Li a 1.149 1.811 1.499 i SELL TRACK ® Bo8�3-8T5 9 2.187 H.O. FIXED !t_F UMG 1822 O tem—T—Ts / / 119 .1143 � .240 3.312 2112 I .0210 ]4 ` , ,/, e� SHM CLP ® BOd7-T8 VENT CORNER FRAME gni O 10845 8083-TS 1 5948 W"01 CORNM? i r 0 .l 2to' 2.188 ' g eeYtoYwl�t6edRaWa •ti•C,A�N.36381 AcoqugCada 1 � I 912 1;l' drawing no. s MFRAME � a I bIA 0 2012 W07-59 O to947 �`� sheat 4 of 4 MIAMI�W MIAMI-BADE COUNTY ri f= PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,A T Y 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) wMmiamidade.gm era./ Cure A Tech Corporation 930 West 23rd Street, Hialeah,Fl.33010 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 PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 715 Aluminum Outswing French Doors w/wo Sidelites-lJvU. APPROVAL DOCUMENT:Drawing No.W12-19 Rev A,titled"Series Alum French Door w/sidelitws (L.M.I.)",sheets 1 through 14 of 14,prepared by AI.Farooq Corporation,dated 05/07/12 and last revised on AUG 23,2012,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. RZISSIILE IMPACT RATING:Large and Small Missile Impact Resistant Limitation: 1. Max Partial AIum Clad Plywood Panel not to exceed 38-1/4"W x 35-3/4"H for sidelites and 29-1/8"W x 35- 1/4"H for door leaf,as glazed on sheet 3 and detailed in section ® in sheet 12. 2. Cury-A Tech SHW is under separate approval,when used lower DP of door,SHW or sidelite shall control. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",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 Nami-Dade County, Florida,and followed by the expkation*tj may b8 diseayol in advertising literature. If any portion of the NOA is displayed,then it shall be done'in its p#ti;ety • - - . INSPEC hO4.A-oopP 3f U ars&e 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 K,4"nsists of this page•1 an4 evidence pages E 1,as well as approval document mentioned above. The Sulymiiled 0oeum&t1 ionU*fetewed by Ishaq L Chanda,P.E. NOA No 12-0529.19 e Expiration Date:Augast 30,2017 Approval Date: Augast 30,2012 • ':' Page 1 Cury--A-Tech Cormoration NOTICE OF ACCEPTANCE:E3M=CE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-19 Rev A,titled"Series Alum French Door w/sidelitws(L.M.I.r$sheets 1 through 14 of 14,prepared by AL-Farooq Corporation,dated 05/07/12 and last revised on AUG 23,2012,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 TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an outswing aluminum glass door w/wo Sidelite,prepared by Fenestration Testing Lab.,Inc.,Test Report No. FTL-6749,dated 03/1212,signed and sealed by Marlin D.Brinston,P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 05/14/12 and revised on AUG 07,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/AM ME-1300-02&-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc.for their"Saflex clear arc color interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 05/01/12,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/26/11 approved by PERA. •• ••• •• • • • •• //'' f J > �_�(� • :06 .'. ' 1 Ishaq L Chanda,P.E. • Product Control Examiner .. . . . . . . . . . . .. . . . . . . "' ••• . NOA No 12.0529.19 Expiration Date:August 30,2017 ... . . ... Approval Date: August 30,2012 goo• . . . . . . . E-1 • • • • • • • • • • 000 0 s 41 1/2'MAX. 79 1/2'MAX. �p u u DOOR FRAME WIDTH DOOR FRAME WIDTH 781 g • • 4, +• 3• 13 7/18` 3' r •••• HEAD/SILL •Hew • I /gqy, 3• s• SURFACE APPLIED O 3 CORD• e : A NpLL • CdtNERs 4*MAX A �IRA& n NAY 13E uED �. • • 1 1 t • •• • as 111.•• It • • • /}•Lf•• / 1 I \ it •• • =?J�r••• i // i i dry so • • U /��•••• C / I I E It i •• 11L IF so \ s •04• 00 • / �•••• / I 1 iS \ u, Id y I 1 7 C • LOCK J LOCIC� 1 1 • • \SEE S • $ d SEE S ; \ II 10 m SERIES 715 ALUMINUM FRENCH DOOR W/ SIDELITES O _ �` \\ APPROVAL APPLIES TO SINGLE (X)AND DOUBLE (XX) LEAF DOORS F gL+ WITH OR WITHOUT SIDEUTES. r, if SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. c II I i i II THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ' ACDYE ACTIVE INatCME QRS OF THE CLIRRENT RAMA BIU=CODE INCLUDING HIGH VELOCITY (Q HURRICANE ZONE(HOC). B B 13 7/18' 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO �a TRMLSfER LOADS TO THE STRUCTURE. 3 , 27 3/4' °0 27 3/4• HLE 6 m ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS e9i DL OPO. D.L.OPO. Sp 1. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL.DRESSING OR SRX)C0. WNt. 37 3/4•MAX. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE NAILS LEAF WDTH LEAF WIDTH ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN SIN OF ANCHORS INTO WOOD ONLY. TYPICAL !ti NATION TYPICAL ENATION MATERIALS ANG BUT NOT W9TFD TO STEEUYETAL SCREYIS,THAT COME 9R0 ( X ) ( XX ) CONTACT INT OTHER 019Sg81.AR MATERIALS Stall MEET THE REQUIREMENTS ]DOOR OPTIONS OF CURL M FLOM BLDG.CODE SECTIOII 2003.8.4. DOORS LOAD CAPACITY-.PIF DOORS LOAD CAPACFPY - P8F I SINGLE DOORS X DOUBLE(XX) t4lililBtl� DOOR DWS I TM MTED GLASS DOOR 0815 I LAMINATED GLAD FRAME FRAME up 4-downe I M WIDTH 1 MIR.(+) 9LT.(-) W WIDTH HEIGHT EXT.(+) WT.(-) Br� • 41-1/2'37-3/4' 98' I 85.0 1 -70.0 79-1/2-137-3/4-1 98• 1 88.0 1 70.0 NOTE: �o VERIFY COMPLIANCE WITH EGRIESS LIMITATIONS WHERE REQUIRED. THIS NOA LR HcIT VALID WITHOUT CORPORATE SEAL OF CURV.,A-YM.CORPORATION AND A IASEL AFFDfED. n $ NOTE: 1 FLUMI SH BOLTS D LOCKS MUST BE ' CPII 88 ENGAGED TO HEAD AND SILL DUNNOD.L.O.CLASS D. DIM Ill PE PERIODS OF Ht1RRX:ANE WARN910. O.Al ): D.L.O. HEIGHT a FRAME HEIGHT - 11.887' yp NOTE: D.L.O. WIDTH (X DOORS) FRAME WIDTH - 13.750° i GLASS CAPACITIES ON THIS SHEET ARE D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 247/2 BASED ON ASTM E1300-04 (3 SEC. GUSTS) Q}2 drawing no. AND FLORIDA BUILDING COMMISSION OOORS/%WES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. p06�ti+ W12-19 DECLARATORY STATEMENT DC SHUTTERS ARE NOT REOUIiED. enaet 1 of 14 CURV A-TECH CORPORATION HTAT.FAH,FLORIDA. (305)888-9631 MIAMI-DADS COUNTY PRODUCT CONTROL APPROVED SERIES"715"ALUMINUM OUTSWING FRENCH DOOR AND SIDELITES-L.M.I. • •• 205 1/2-MAX. Ul '"4B- • 78 1/2- 42• 42" ir DOOR FRAME NnOTIISIDEUTE WIDTHe• • •i•••• i�OINEWO F • •• • • t•1• t •••• •••• / 1 \ 11 II 1 It ------ -_= ------ - _ __--"3.4 1D �{ CHAIR RAIL OPTIONAL \ / �� u E 11 � MACTA4: G !273/4- U-1, 1M27 3/4" 38 1/4- /4'OPO. O.L.OPO. 0.4 OPO. F(AAM SUWAM APPLIED 4 TYPICAL ELEVATION MAY BE USES VLOW-PROFU SIDUM HI-PROFILE SCEUTE ( OXX00 ) TOP&BOTTOM FRAME TOP 4<80TTOY FRAME K SIDEUTE OPTIONS NOTES: 1.DOORII ARE VIEWED FROM=S= 2.FRENCH DOORS WRH=MSECT sMmM NOTE: ` 11AX.PARTIAL ALUM CLAD PLYWOOp PANEL NOT TO EXCEED FOR DOOR 283B/8`WIOT�H X 38-1/4�HMIT ftN CLASS D.L.O. DIMS, D.L.O. HEIGHT (HIGH PROFILE SIDELITE) - FRAME HEIGHT - 11.750• cat88 f - D.L.O. WIDTH (LOW PROFILE SIDEUTE) - FRAME WIDTH - 5.250" O.L.O. WIDTH (SIDELRE) - FRAME WIDTH - 4.250- 9 g O.L.O. HEIGHT (DOOR) - FRAME HEIGHT - 11.887- �y drawing no. D-LO. WIDTH (X DOORS) . FRAME WIDTH - 13.750" AUt2 D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 24*)/2 11.;.? WW2-19 ..1.. . sheet 2 of 14 W MA)L • •• FRAME WIDTH m • • • •37 9J't 8' •• 43' 42" � r ..•.•. WIDTH 0,66 • DOOR FRAME WIDTH SMEUTE WIDTH 31 to" • • L�llRAA TECH OL am(FIXED) 80 MAY. 8` 3• 0 uNoaR•s4rArE HaA • i• L F •00000 •• • •• F,T • R 6 F- O.0 0GLASS •••046 ••• tSEESLE 94EEI SINOTE: ••• DOORS WITH S.H. WINDOW INSERT (UNDER SEPARATE NOA) • •••• %. MAY BE INSTALLED WITH OR WITHOUT SIDELITES.•• SEE SHEET 4 FOR SIDELITE CAPACITY. m as s/16• S \ T n'� Q� OL OPO.(VENT) i � \GLASS mmu i� LAM. NOS GLASS n 28 11/16• PARTIALOR ALV\M�LAp 1/e'H.S.GLASS Cp VENT WIDTH PLYWOOD PANEZ PPAARTW.AUIM CLAD PLtM� S'� 0W INTERLAYER DSIUCONE OW CORNING 6s5 M open.sae \ PANEL Sao.9RE SM HUNG WINDOW INSTALLATION 3e-1/4•IMOM MAX SAFLEX ISO FOR ILWSTRATI ONLY SS-1//64'elEnFii 35-3/4'NEKSHt Max. 'SOLUM' ,OBp'ALUM PANEL 1/8•H.S.GLASS S/8'PLWi00D N �. � t) MAIL ti sftmxm .060•ALUM PANEL HEAD DOW DaamRG 995 SILL m • slucorE 29 1/8 38 1/4' POLLAWMNJM FORIALIM ED .�, DOW CORNING 695 O+Q. CLAZING BEAD / LEAF WIDTH f � IMCAL ELEY9T�1 is 1 x0 SINGLE SINGLE LEAF DOOR WITH SERIES ON SINGLE INSERT S.H.WDW. IN ' d --- S.H. WINDOW .1Z49B S/IB'LAM.GLASS PARTIAL ALUM CLAD PLYWOOD o� WINDOW INSERT OPTION GLAZING DETAILS SINGLE LEAF(X)DOORS Ew.dA• ao I=CURS-A-TECH S.R.WDW.TNSBAT DESIGN LOAD CAPACITY - PSF t C.aN.�s38 Sm�m[i 7/I8•LAM.GLASS DOOR DOOR 7/8.OBUL IA1L ULM FRAME WIDTH FRAME HEGHT PARTIAL ALUM CLAD P6YMOOD NOTE; no. "T.(+) (NOS) tNs) T.(+) INT.(-) LOWER DESIGN PRESSURE OF SINGLE LEAF DOOR 2Ot2' drawing OR SNGLE HUNG WINDOW(UNDER SEPARATE APPROVAL) W12 —19 43' 88' 85A 70A OR SREUTE SHAH CONTROL THE ENTRE ASSEMBLY. R' . ' sheat of 14 Im DOOR om DOOR DOOR DBBION LOAD CAPACITY - P8F 1� FRAME SINOTE J11001 MDEM SOELITE FRAME SDEUTE FRAME SWEUlE SWEUTE FRAME SMEUTE FRAME �V • "WI (o DOORS tW1a SDElDE3 � rw�n wim WIDTH WIDTH wam WIOTH� WIDTH -- WIDTH - WOM WIDTH W9M �Y 1 �IDEI.RE RtAME SR)EI.1TE TO 8[DBLR'E• •SIDEUTB TO DOOR / / / ♦ 2 ; ��EE11��1T� Wo(%i>IW* WTLTH /0 RSINF. mm RSINF. QOf31E4 EXf )9R T':M:' 2 E7A(+)9R.(-)EXT.(+)WT.(-) pts / /. / /// ✓/y\�j P I 2# a8.0 70A A7" BS-O7oA % /�0*%• • • &5A 70A 65A 70.0 'moi3B bo B•-O 70-b WM 70.0 BBA 70.0•4? ' 0 A A Tao 66.0 70.0%R• • 38• •8&3 68.0 81.3 58.9 81.324 � A 70.0 8&0 70.0 Q -A• 86.0 70.0 65A 704 83.0 70.0 WA 70.0 8 Q 38 84 86.0 70.0 88A A 70.0 0&0 704 ��3 (�) ��� (�) d{ •042• • BSA •7•A �A i9i00 86.0 70.0 65.0 70.0 48 B&6 81 5" 61.3 58.0 61.3 SDEUTE 0=FRAME SDEUIE DOOR FRAME SDEUTE SDEUTE SDEUTE C"FRAMEIloilo • *24• • MA 70.0 0&0 78►0 {SA 7a0 65.0 70A WBTDI WDTH WDTH WDTH YBDTH WDTH WDTH WDTH 30 85.0 0.0 70.0 OU 704 38 90 WOO•78.0 83.0 70.0 86.0 70.0 B6A 70A 42 O.0 88.9 65.0 70.0 BBA 86.8 85.0 70.0 43 SM7 82.3 60.7 eS.s 6(L7 660 ea7 89.3 2a BS 0 70.o Bs o Tao eb o e7.4 83A 704 FN 30 96 BSA 70.0 WA 70.0 61.8 61.8 GLO 70.0 38 61.3 61.3 BS.D 70.0 57.3 57.3 BSA 70.0 42 53.7 53.7 65.0 70.0 33.7 53.7 05A 70.0 24 65.0 70.0 85.0 70.0 63.2 8372 BSA 70.0 \ / \ / 30 85.0 87.8 05A 70.0 68.0 SBA BSA 70.0 2S (QYC 3687.5 87.8 B&0 70.0 53.7 53.7 WA 70.0 { ) (oXXO) ( 42 30.3 90.3 G.O 70.0 50.3 50.3 69A 70.0 �{{{s-SBIEUI'E t ) ( ) w p xx 9DELDE ODOR FRABIE SIDELITE CUTE TE WIDTH 1IDT11 INDT1i � �Of /= ���0 RIMMFORM REMIRM \ / � (0) SEE CKART Dowaw t NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) < AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-218 Y 4 SDELRE WIDTH SMEUTE NAOTH DOOR FRAME WIDTH WIDTH DOOR FRAME TADTFI � (X)OR MO SIDEL-TA TO SIDELTTE SIDE= TO DOOR gg76 ••'1 NOTE: FOR DOORS CAPACITIES SEE SHEET 1. droxing no. FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR StOELITE CHART 6 2 9.2012 [W12-19 WILL APPLY TO ENTIRE SYSTEM. sheet 4 of 14 LOCK OPTIONS: �u • •• ACTIVE TLEpi: • • •. • IIf`TNF_ 1 CeC. ACTIVE TETTE_ ACTIVE LEAF_ I •RYOUNT DEAD BOLT LOCO BY:KPJIS/W ft ASSOW 4 POINT LOCK SYSTEM BY'INTERLOCK'AT 39" 4 POM LOCK SYSTEM BY'INTERLOCK'AT 39• 4 POINT LOCK SYSTEM BY'INTERLOOIP AT 39" Z � •AT 48"•ROM BOTTOM,KEY BPERATED ON • FROM BOTTOM FROM BOTTOM FROM BOTTOM EXTERIOR AND TMW fWW 411N INTERIOR HANDLE ACMATES DEAD BOLT AND SHOOT BOLTS WNIDLE ACIMATES DEAD SOLT AND SHOOT BOLTS HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS 0 •grMKM TO ACTIVE•LEAF LUX STILE OTIM • ENGAGING AT HEAD AND SILL ENGAGING AT HEAD AND SRL ENCASING AT HEAD AND SILL I IN 1/4-28 X 2-1/2.OH MS • • • KEY OPERATED ON EKI OR AND THUMB TM ON KEY OPERATED ON EXTERIOR AND THUMB TWIN ON KEY OPERATED ON EXTERIOR AND THUMB TWIN ON e TYPE METALLIC}IMIDLE AT 37`HOST••• INTERIOR INTERIOR INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE FASTENED TO TO ACTIVE LEAF LOC(STILE WITH FASTENED TO ACTIVE LEAF LOCK STILE WITH FASTENED TO ACTIVE LEAF LOCK STILE NTH a • "� /8-32 t t�»*PH MS. •••••• (2) !e-sa x z"ON MS (z)pe-sa x a"off M5 (a)ee—sa x z`ON MS ••wry{ FLUStr BOLTS%Y VJUNAA!1•4$W �A < •AIpgY OPERA MOUNTED QB E FACE, IPIACTtVE LEgF_ INM_RVE LEAFS t �T �• 7E LOCATED AT 12-� F�q1 BOTT�p( - • CONCEALED FLUSH BMTS BY•SULWAN&ASSOC.' 2 PONT LOCO SYSTEM BY'INTERLOCK'AT 39" CONCEAED FLUSH BOLTS BY'SULLIVAN&ASSOC.' V • fASTENRD TO LOCK �tTTH •• MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, FROM BOTTOM MoRmLY OPERATED LEVERS MOUNTED ON STILE FACE. Qg •0#8•N93y4"FH SMS(2)SCREWS PER 815L�' LOCATED AT 12"AND 88"FROM BOTTOM HANDLE ACTIVATES SHOOT BOLTS ENGAGING AT LOCATED AT 12"AND 88"FROM BOTTOM • • • •••••• FASTENED TO I=STILE MATH HEAD AND SILL FASTENED TO LOCK SATE WITH `8ixi 18 X 3/4"FH SMS(2)SCTEMIS PER BOLT FASTENED TO INACTIVE LEAF LOCK STILE WITH 88 X 3/4"FH SMS(2)SCREWS PER BST ••� • •• 00:000 (2) /8-32 x 2.OH MS H • • • • •1 F1.USN SOl.1B•8Y'SW11VAtd&ABBOI:.' J ••I�YACEOF� Lmoumso ATS : a 28'FRC BOTTOM FASTENS TO CC�� 88 X 3/4"FM SMS(2)PER BOLT $� • 1 1 11 i tgFAJ O ACTIVE IMAGINE ACTIVE AC'IM &ACTNIE i ACI& IOM'4N1E j i ACTIVE TIAL"T/VE j ACM h 4 � ; v 3/18`TEMP.GLASS 3/18•HEAT STREN*O CLASS 1/4-AIR SPACE WITH OPTIONAL MWNTINS HINGES: 3/18`HEAT STREN'D GLASS ALUMINUM/ST.STEEL HINGES BY'SULLIVAN &ASSOC. '�•INTERLAVER (3 HINGES PER LEAF AT 11-1/8-FROM TOP&BOTTOM Swm PMB BY•SOLUHti .080-INTERLAYER AND AT MIDSPAN SAFLEX PVB BY•Smww Sr, STEEL HINGES REQUIRE BACK-UP PLATES 3/18"HEAT STREWO 1XA58 3/18'HEAT STIffN'D GLASS SILICONE DOW CORNING 98S F \ � DOSILNE OOW CORNING 998 g n T g< / ' 18\1 / \� i I ► Eogn.4AW8 ARMADs y 1 1 1 1 FiX PES 14 / 14 / CAN... 1 3 $ 7/18•RAH.MASS 7/9*OVERALL INSIL LAM.GLASS 0 9 2012 W 12-19 GOPIYON3 sheet y of 14 T=" IS'MIN. TYPICAL ANCHORS 19Y 29Y WOOD MM F. , �lT • sm DISI'. SEE ELEVATIONS Of#DIST. MOOD BUCK M000 STRUCTURE •.• • FOR SPACGNG '��, e; '1 SEE NOTE SHEEP 1 " TST1 cruRE n "• •�i•' EDGE EDGE ORT. ....•. •' .•�;'.:.M..''�. 0.a *00 8 • • I • Iof • $ • I I • W SEE EEVATKKNS SEE ELEVATIONSFOR SPACING ------------------- Does:•••• •• .• •• FOR SPACING FOR SPACING jr----DAD-COUNTY APPROV-Dj• A ••• `li . • YTYPICAL ANCHORS TYPICAL ANCHt>ti5 SEE ELEVATIONS -----------TYPICAL aNC►aKW • I I __ • . I I I I 7 Ij CUPPED MULLION �I • •• • • • 1 ••...• 4 SEE SEPARATE NOA II • • 11 -------- • 0090 •• • • WOOD SUCKS AND METAL STRUCTURE NOT BY CURV-A-TECH CORP. MUST SUSTAIN LOADS•• • POSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE Em.FOR SPACINGSWEEyAI Zp I A' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI.Fy-155 KSI) FOR SPACING F INTO 20Y WOOD BUCKS OR WOOD STRUCTURES s 1-1/2' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 9 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 814 SMS OR SELF DRILLING SCREWS (GRADE Z CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. m 1/8") 8I INTO METAL STRUCTURES STEEL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE r INTO CONCRETE AND MASONRY - 2-1/2" MIN. a INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE d 3/4" MMU. am" e CRETE AT HEAD.SRL OR JAMBS I'a r 3000 PSI MIN. i i 7 C-90 HOLLOW/FILLED BLOCK AT JAMBS Cm a 2000 Foal MGN. mJ- 2 ANCHORS MAY BE HEX OR FLAT HEAD. — - WEEP SwmOPTIONAL 1 SEALANTS: < I I ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 'a 'SCHNEE MOREHEAD 5504' SEALANT. M F A..AlL ME X533 W• g •s EDGE DIST. SEE ELEVATIONSdrawing no. 1 2"MIN. FOR SPACING THF BMT AU6 2' OIZ W 12-19 DOOR DETAILS sheet_60—f 14 1/4-MAX-9 • i•..•. 1 nr•�-/ 3• •••• jtASOACXALFAVENERS 1/2 O '/4"MAX SHIN Z . • • • • AT t/4.3/4•FROM ENDS 1SY $ g ... 18 AND 12'O.C.MAX. ..wow SUCK F yi6y <t %OR SPACING • ry'm LEAP • 24 - OC �. {j�( • • •.••••O • ••••• SEE 0". egg • • ;syr FOR SPACING 4 • • 17 v. i" LEAF WD1Ttt EXTERIOR 3 STRICTURE • •.• Low Wwo SEE SHEET S DOOR nIAME WITH TTT 2 1/ O 1/4.MAX, SF6M 8 • © 3 a LOCKOPTIONS & TYPICAL�- 16 SEE SHEETS OR WOOD FOR SPACING WOOD rig ACTIVE LEAF INACTIVE LEAF NOTE I 26 26 , 25 7 OMi n• 13 44 O -•O 23 7YPICAL ANCHM t9 7 D.L.OPD. 7 Dy�. SEE ELEV. FOR SPACING ¢ EXTERIOR LEAF WIDTH LEAF WIDTH "mm DOOR FRAME WDTTH FtA.'PE WWI dr..inq no. DOOR DETAIIS AU6'q'9 20 2 W12-19 ansae 7 or t 4 SEE ELEVATOO EDGE OW ley 4 ,` � <• FOR SPACM t.0 �.:',.j<: WOOD SUCK V. 6 1 ...n... ••l.;,'�.,•�Y pOH • • • •• • •• ••',Y F� I • • ' OC • ••• 0000 •• a• a t•'mxxss t1�E • ••• �y • 0000 • •• Tt/P. S O V°ti • • •• ••• t/s-kaX.•, H O CAULK a0 ••• •• •• ••• • • •• ..r 4.� 8 tB 3 is � • ". to r — 13 zs ♦ i z 13 1 p zs EXTERIOR g o y D.L.On.IF x trr,S3 o 1 sroEtnE war" (9 LEAF DOOR FRAMEn�Ttt ttroTtl FRAME WIDTH ;3 _ FOR SPACM B 18 O 3 !4wNtet I � i I 1 I 4 l__ Y e LEXTERIOR © - D.L.on. < SIDEM WM DOOR FRAME YADTH 3g to MWFU Sim= S�EUTEPROFD.E �� E� py�,(q•,A � 7•'� 3 C 3li79 y 1L, ii Rk EDGE Mr. $�ELEVATIONS ••v +am OW. ♦ TTPICAt.ANtSiORS •.�' drawing no. F�sPac�GFOR SPACM SIDELITE DETAILS W12-19 sheet of 14 43 o.37b48 fit- • ,� .if�3p-• ' � : .•• .9� .045 .888 + •T.••�� :f•• • 4.E-74.0w .887 0.314 TYP. • f • f • f••••• :•��i• • ••• 14 OUTER GLASS STOP 2128 � f•••• • • • ••• 7/18'otm a •DOOR FRAME HEAD/SILL T ••• .817 I i • • • _ •••• • 2.4 .146 •• 7 LEAF RAIL & STILE 1 Al2�oe2 .750 ®® I I dl • ••••• 1. •• 1k FnN • • f9i STEEL RN I •••• • •••• • t5 INNER GLASS STOP (B 3.375 • 0000 7/18'GLASS 3.480 3.000 Tv. .7o3--I I- ( ® I I F s CHAIR RAIL ® pay O 1.750 INNER GLASS STOP S . SIDELITE TOP & BOTTOM FRAME om"auss t8-PitME 2.02 - •078 1e ALUMINUM HINGE q �, 4.000 1.080 0-24 MS .125 4tPER LEAF 727 _ 4.1500 1.875 Lt 1.750 n ASTRAGAL ADAPTER .125 I 3.722 l.� .082 .302 078 &i TV. 18West d1r SIDELITE TOP & BOTTOM FRAME 2.072 i 5 a.soo 15 _ Ue Lad PROM E 2 FRAME COVER SIDELITE ALUM REINF. ® 5 5 � g S 4 ti1'iLr 1.750 1.750 ta75 ® 1 1 Id • 078 o L .078 .078 STEEL HINGE 1 .tat TYP. .125 4.000 4.000 4.188 .737 eMf•'-VAD A .. B 1.584 .OSO i 1 387 l 757 I 1 1 $ 9 .078 .787k- Browing no. �.-,.812-••� 1 b75 1.500 12 ... W 12-19 O U O 9 2aiz DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE SLIP ON JAMB LEAF ALIGNMENT BRACKET 1e SNAP COVER AUG sheet 9 of 14 F-4,000 1.750 pil .618 2.129 • •2S - 0.375 q r • • • • •• .978 045 .888 + O • • • • 1.750• •e•• t�� 9:90 e 578 • • 4x87 4.aw .687 0.312 F TYP. • •• ••• p� 898 i•••• •• iii • •• OUTER GLASS STOP -Lj� • • • • • 14 7/1W GLASS 2.125 •• •e• A • tS00R FR�iME HAD/SILL �. • ® g I •• st7 0000 •4 .25 •• •0 'M LEAF RAIL & STILE 1,012 .082 .780 2 L ®® I I -� .. •. ,. • ::. 1.710 .703 Wa I • • �.Pra I • •• ••• • • 15 INNER GLASS STOP ® ' 3.375 • 7/18"WASS aa - so ••• I 3. 0 3.000 gg T071 26 .078 8 I 2i 1 9 CHAIR RAIL O 1.750-�I O INNER STOP 8 pGpccl o SIDELITE TOP & BOTTOM FRAME 6i W-PAOME .078 8 ALUMINUM HINGE + E 2.024 N ce 40001.090 f 1�'.F� n 1 3 a .125 .727 a w o p-4.600 1.878 � t7 ASTRAGAL. ADAPTER .125 I C� 3.722 ,082 .078 ` TYP. 2.072 ® O e1r1M Q SIDELITE TOP & BOTTOM FRAME t8 s 600 �a LOM PRWU Z FRAME COVER SIDELITE ALUM REINF. 7.760 1.780 1'375 07e TYP. tat tTyp. •126 .07p STEEL HINGE n 40M4.000 4.188 737 Engr• 1B �,, 1.584 �o _� FtAp1%;�67t 8 L 1.387 1 .767 I .078 arowfng n0. 1.e12 �.-1.e7s 1.500 .7871 •- 12 • ' W12-19 DOOR FRAME JAMB SIDELITE FRAME JAMB SIDELITE SUP ON JAMB LEAF ALIGNMENT BRACKET ie SNAP COVER A06 9 2U1Z sheet 9 of14 rm tt PART; FJW. DESCMPTION UATM 6 MAW./SUPBLIBR/RMWM �G • f• 1 0301 2/DOOR DOOR FRAW WAD/38.L 8083-T8 - 00• • • a c302 a/oaoR FRAME COVER 8083-7e N �•e••� • ••• � 3 0303 a/DDDR DOORFRAMEFE JAMB e093—Te — LRE SI •••••• 4 0305 2/SOEDELITE TOP&BOTTOM FRAME 8083-TB - •••••• • • • • 5 0308 2/SBELITE SMfllTE FRAME AW - i 8083-T8 • • • • 8 0307 AS ROOM SIOELITE SLIP(IN JAMB 8083-TB • • • f••••• 7 0308 4/LEAF LEAF RAI.MID 314E 8083-T8 - lt 00000* •• •• •• •• 8 0313 2/SMELITE SMELITE TOP&BOTTOM FRAME-LOW PROFILE 8093-76 - go:** • • •• •60:60 9 0318 AS REDD. CFWR RAI. 8083-TB MY. F •0*000 so** 0000 12 0314 4/MEW LEAF ALXIGAEM BRACKET 8083-78 • •••• •••• • • • • 13 1/8'X 1-1/2' 2/KNOE LEAs&HMBACK-UP PLATE 8083-T5 FOR ST.STEEL MNLE ONLY a ggg • 14 0311 4/LEAF OUTER MASS STOP(7/18'MASS) 8083-78 � • • • •••••• 15 0310 4/LEAF MM MASS STOP 9083-76 - • 18A 0313 4/LEAF MM OIASS SMP-"UL MASS) 8083-76 - � • • • • 18 0304 2/DOSNAP COVER 8083-TM - • • •• • •• OR 17 0309 1/LEAF ASTRAM ADAPTER 8083-78 ••••f• 0000 • • 18 AS REOD. SMEl1TE ROW CHANNEL 3003-1114 - 0000 19 FO-101 3/LEAF MOM ALUMM M SULLMM&ASSOC. 19A CH-108-83 3/LEAF 4-1/2•X t MNGES ST.STEELSULUVAN&ASSOC. 22 010 X 3/4' 3/ FRAME ASSBIBLY SCREWS - SIB 23 /10 X 1/2' 11 NOW ALUM NNW MSLWATION FASTEKFIS - F11 as � C 23A 1/4-20 X 1/2' 8/MME ST.SIM 18NOE MSTALlAT10N FASTENERS ST.STEEL FH SMS F 24 - AS R. 3/8'DIA TMMEAOED RDD STEEL AT TOP MID BOTTOM&CHAIR RAM 25 EU31M AS REOD. ASMRAGAL W 9TV4PPW - IX.TRAFAB � 28 618KN AS F24Imo. DWA W'S W"10 SANTOPRENE EPDM G"' 27 0317 AS RWO. I G AZNG WEDDE SANTA CENTRAI.KASTICS 28 - AS REO,D. IMU W'STPoPPING vem m mar .. '� CIWL . drawing AUf"'9 2012 W12-19 �,99r to Gr t 4 D MlAMI•DADECITY riTAMI DA );COUNTY o PRODUCT CONTROL SECT ION DEPART&V&NT OF REGULATORY AND ON R} 11805 SNV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION T(786)315.2590 F(786)3152599 NOTICE OF A►CCEPTANC www.miamidade.whe—conomv Lawson Industries,Inc. 8501 NW 90 Street Medley,FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AM). This NOA shall not be valid after the expiration date staged below.The Miami Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or§uspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade-County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Serles"3200"0utsiving Aluminum Casement Window—L.M.L API MOVAL D OCUMENT:Drawing No.13200-0801,titled"Series:3200 Outswing Impact Casement Window",sheets 1 through 7 of 7,dated 07/27/08,with revision B dated 02/26/14,prepared by manufacturer,signed and sealed by Thomas J.Sotos,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING:Large Missile Impact Resistant LABELING: Each unit shall bear.a permanent label with the manufacturer's-name or logo, city, state, model/series,and following statement: "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. IN>0kok-;,ft egpy pf this entire NOA shall be provided to the user by the manufacturer or its distributolt"ii41 to kt+ &ble for inspection at the job site at the request of the Building Official. Thi$WAYevises and reriewvs NOA#12-0127.21 and consists of this page land evidence pages E-1,E-2, E-3 and E-4,as well as approval document mentioned above. at yt2itted t�wilentatiQ$.vAiroviewed by Manuel Perez,P.E. •• • • • • • • • • • iSooNOA No.13-1217.22 Ntt�►rrttn E COUNTY Expiration Date: March•04,2019 • ' • . J Approval Date: March 06,201 . . :•: . . '� �J,� Pagel • .. . V ••. . . j 1 L"i son Industries,Inc, NOTICE OF ACCEPTANCE: EVIDENCE SIIBII�TTED A. DRAWINGS 1. Manufacturer's die drawings-and sections. 2.. Drawing No.L3200-0801,Sheets 1 through 7 of 7,titled"Series: 3200 Outswing impact.Casement Window",dated 07/27/08,with revision B dated 02126/14,prepared by manufacturer,signed and sealed by Thomas J.Sotos,P.E. B. TESTS 1. Test report on: 1)Unifonn Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window,X configuration,w/5/16"ann.lami glass w/PVB laminate by DuPont,Test Deport No.HM-08-2099A,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Submitted underNOA #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"am Jami glass w/PVB laminate by DuPont,Test Report No.HETI-08-2099B,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#081020.08) 3. Test reports on: 1)Large Missile impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,X configuration,w/5/16"arim-lami glass w/PVB laminate by Solutia,Test Report No.HETI 08-2100,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (S'ubrnifted under NOA#08-1020.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,X configuration,w/5/16"HS lami glass w/PVB laminate by SohWa,Test Report No.HETY 08 2101,dated 07/10/08,signed and sealed by Candido F.Font,PY. (submitted underNOA#081020.08) 5. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing • "itlWi ent window,XX configuration,w15/16"HS lami glass w/SGP .. • •jagupate bx MP64 Test-Report No.HETIT08-2102A,dated 07110/08,signed and seated by Carid0b F.Font,P.E. - (Submitted under NOA#08-1020.08) • • ' ' ' ' ' Manu rex,P.E. . . . . . . . . . . .. . . . . . . . . . .. • • • • • • . Product Con rot amines ••• ••• NOANo.I. 1217.22 Expiration Date: March 04,2019 ... . . ••• Approval Date: March 06,2014 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAHMD B. TESTS (CONrnWD) 6.' Test reports on: 1)Large hfissile Impact Test per FBC,TAS 201-94 . 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/5/16"HS lami glass w1SGP laminate by DuPont,Test Report No.HETI-08-2102B,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Subtnkled under NOA#081020.08) 7. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/5/16"HS lami glass WS OP laminate by DuPont,Test Report No.HETI-08-2097A,dated 07110/08,signed and sealed by Candido F.Font,P.E. (Submitted tinder NOA#08.1020.08) 8. Test report on: 1),Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 f' along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.HETI 08 2097B,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Submitted underNOA 9081020.08) 9: Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.HETI-08-2103A,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Subtrrlited under NOA#081020.08) 10. Test reports on: 1)Large Missile impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/5/16"HS lami glass w/SGP laminate by,DuPont,Test Report No.RETI-08 2103B,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Submitter)tinder NOA#081020.08) 11. Test reports on. 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/5/16"ann.lami glass w/PVB laminate by Solutia,Test Report No.HETI-08-2104,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Submitted tinder NOA 908-1020.08) .. ... . . . . . .. . . . . . . . . . . . . .. ... .. . . . .. • • ' ' Manuel Per E. . . . . . . . . •• ' ' ' ' ' Product Control E a or ••• ••• NOA No.13-1217.22 Expiratlon Date: March 04,2019 ... ... -Approval Date: March 06,2014 Lawson Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONrnv M) 12. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/5/16"ann.Jami glass w/PVB laminate by Solutia,Test Report No.HETI-08 2105,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Submitted underNOA #081020.08) 13. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBG,TAS 203-94 along with marked up drawings and installation diagram of a series 3200 outswing aluminum casement window,XX configuration,w/5/16"HS lami glass w/PVB laminate by Solutia,Test ReportNo.HETI-08-2106,dated 07/10/08,signed and sealed by Candida F.Font,P.E. (Submitted under NOA #081020.08) 14. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20194 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing ahsu*"casement window,XX configuration,w/7116"ann. Jami glass w/PVB laminate by Solutia,Test Report No.HETI-08-2125,dated 07/10/08,signed and sealed by Candido F.Font,P.E. (Sttbn:ttted under NOA#08:1020.08) 15. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,OX configuration,w/5/16"HS Jami glass w/SGP laminate by DuPont,Test Report No.HETI 08 2131A,dated 07/10/08,signed and sealed by Candido F.Font,PB. (SubinUted under NOA#081020.08) 16. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 3200 outswing aluminum casement window,OX configuration,w/5/16"HS lami glass w/SGP laminate by DuPont,Test Report No.HETI-08-2131D,dated 07/10/08,signed and sealed by Candido F.Font;P.E. (SubinNed underNOA#081020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2004, prepared by manufacturer,dated 10/01/08 and 01/30/09,signed and sealed by Thomas J.Sotos,P.E. (Subm'itted under previous NOA#12-0127.21) ••2. ••: 01"s cpi!pp with ASTM E1300-04. . .. . . . . ... . . Man el Ppewl ts. •• Product Con tro(ExaqAner ••• ••• NDA Na.1 - 17.22 Expiration Date: March 04,2019 ... Approval Date: March 06,2014 Lawson Industries,Inc. % NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED s D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.11-4624.02 issued to E.I.DuPont DeNemoiirs & Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17., 2. * Notice of Acceptance No.13-0129.27 issued to EX DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 3. Notice of Acceptance No.12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS , 1. Statement Tetter of conformance,complying with FBC 2010,doted January 25,2012, signed and sealed by.Thomas J.Sotos,P.E. (Submitted under previous NOA No.12-0127.21) 2. Statement letter ofno financial interest,dated October 1,2008,signed and sealed by Thomas J. Sotos,P.E. (Submlffed under NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No.12-0127.21,issued to Lawson Industries,Inc.for their Series 3200 Outswing Aluminum Casement Window—L.M.I.,approved on 03/29/12 and expiring on 03/04114. . .. . . . . ... . I • ••• - ManpelP • • • • • • • • • • • .. • Product Cc ityambler ! ... . ... NOANo.13-%r211.22 Expiration Date: March 04,201.9 •. • ••• Approval Date: March 06,2014 0:1 • ,.;.•4 ..- ••• • • •• •r• • • • •• •• ••• • • • ••• • • ANCHM 12 I W 3 AT FRAME HEAD p (L)3 AT FRAME SILL A (IYpICAL CLUSTER CLUSTER GO 9 AT EA.FRAME JAMB ANCHORS- SEE DETAIL 94 ATAte, SEE DETAIL 54 AT �I CA) 0-6 AT FRAME HEAD S W 6 AT FRAME WAD SHEE(FRA SILL TY7 OF PICAL) (p 6 AT FRAME SILL tLy 6 AT FRAME SILL (W 4 AT EA.FRAME JAMB U)>4 AT EA.FRAME JAMB 38lilt fillA Al t 1AOtt , th � (INXj� (NAE.) Al , Al \ Fez \ . D D MI , EXT.a Dar.rALSE cm.ONIAt. t t Braokei B a «r a at Bot=now) • '•. M L v�s. M ma y' V W VINDDW FRAME WIDTH "WOA-) WINDOW ERAME WIDTH AVAILABLE AS OPTRBIAL. " a X ELEVATION ")(0" ELEVATION -- (OX reversed) "XX" ELEVATION c><t a tNr.caLSE cmmpAL 0aff D TO LOADS ON SHEET 6 of T) (AUM TO LOADS ON SHRET a of 7) OWTED TO WADS ON SHUT a of 7) v AK v. • AVARANX AS aPnOW4. General Notes: SERIES-3200 OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS 1.)THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE MASONRY N 1.888 THAN /81 OHM ARE NORM RBQUIRM DUCK OR REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE 20HE(HVHZ)AND ASTM 1300-98.THIS PRODUCT •••• 18 IMPACT REBWANT AND DOES NOT REQUIRE SHUTTERS, ANCHORS NOTA • • L) IX or 2 X WOOD BUCKS BHALL BE INSTALLED AND ANCHORED so THAT THE\ ANCHDeS TO BE lie SMS OR VD.SCREWS INTO WOOD OR ••• see* ••••.• 1/4• TAPCONS or APPROVED CDC FASTENERS INTO COO:. BUILDING RESISTS THE SIPERDUWED LOADS IN ACCORDANCE WITH •• • •• • • REQUIREMENTS OF 2010 F.B.C. &•TO HE REVIEWED BY SLIDING OFFICIAL WITH A MINIMUM OF 1 W4•PENETRATIO( INTO WOOD OR • • • • 3)ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) CO C.(REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) •••••• •• • •••••• OF ANCHORS REQUIRED.AS SPECIFIED ON THE LLOAANCHOR SPACINGS WILL VARY WITH UNIT M )D TABLES AT SHEETS 0&IL AND THE NUMBER • •••• 4.)ANCHOR CONDMONS NOT DESCRIBED IN THEN DRAWING'S ARS TO BE 0000 REVS 0 ENGINEERED ON A SITE SPECIFIC BA818,UNDER SEPARATE APPROVAL AND • • wimawriodd. TO BE REVIEWED BY BUILDING OFFICIAL 0000 No so** • IQ SEE SHEET#3 FOR BOL OF MATERIALS AND DETAILS •••••• B+W� i110 B.)BEs BIIEETB& B FOR GLAZING DETAILS&OPTIONS AND CHARTS FOR •••• MAX.DESIGNPRESSURES. •• f• T.)WOOD BUCKS IN CONTACT WITH CONCRETS MUST BE PRESSURE TREATED AND ANCHORED ' ;$in�ft� 000000 P •• (BY OTNBR.4).PRIOR To WD=w INSTAL 477.(SNE SHEET p2 FOR DETAIL&NOTES) ,M,,,v„, a)MATERIALS INCLUDING BUT NOT UMITBD TO STEEL SCREWS,THAT COME INTO " 'a°e �tO°B6 �� • • • • 960969 CONTACT WITH OTHER DISNUILAR MATERIALS SHALL MEET THE REQUIREMENTS 5 3 a IL R•r.et aMa Rabian to aw a&e W r ••••• ME 1 N p qAT. � OP 2010 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION ESR88 �;�t+". PH NaMN•Bf•s♦iaBp a)6XT:&LOT.FAL86 COLONIAL MUNm(s AN OPTIONAL&AND ARB AM=W/811M=6 ,� MANAWACIVRA •i•orui+r AwwmuAr Ou2f me I ot�Don�r• • 1a)FRAME ARIA.ANCHOR claps To r Msa�tRw FROM THE DIatDB sDaB OF THE WINDOW FRAME � ""'C°"M rr L4"°°"' AND To IM LOCATED WIT M A+ -1/8 Tola:sAttca o` :cvS: A..,,A A M.a d„ • TOTAL of ANMRS RWNMD s•�sDa.To RB THE SaMB As PRAMB HZAD. `:•• '•;c O,••`a•�`.`` 1'U•BRa� �► aeries: 3200 OutsT43ng Impact Casement Window 11.)RTES SHPST J 4 OF 10 FOR nA)IOB PBRD(RIER CAW D(STAUATION DBrA11 '+r -�Ht• tpflVo� a+ M.mm 11 4 GENERAL NOTES &APPROVED ELEVATIONS (X, XX, KO or OX) 18.)EXT.&INT.PAL"COLON"MUNTD(.4 ARE OPTION"&AND ARE APPUM W/SILCANB DA Ai�1�A t �\ A.LM lsb a AaOs °e°"M nmo oawMha °risOr�M"'L3200-0801 I sje' ALL P.T.WOOD DUCKS 1 SI3a• v V4• TAPLONS W/ DL4Tt1�E ENGINEERED SEPARATELY 9 14 SMS or VD SCREW W/ v 1 S/i2' a 11 11/4' MILT CONIC. BLTO DG E REVIEWED 1 !/4' MIN WOOD EMBED `J J Dts ANCE o, o v I(K (TY P •w �, o: o,p a WOOD B1�KS j�l;Tr ENMNEERED SEPARATELY :,• 43 4 :. •p d IEWED STUCC i.• C}C. o. b METAL LATH f8TyucTHERS> C' •.7' 43 BLDG.OEFi�ICIAL CTYP.) (BY OTHERS) •• .• o`V d o'' ° 6 STUCCO ' v •h (BY OTHERS) 47 [»1+• r 50 4 pwi 1 s• 2X WOOD BUCK • t .i'f V4•MAX �. _1 TOP.T.PT.ED TTYP.) ell:PER1N CAULKING, SHIM SPACE .:» •, BY OTHERS 2X WOOD 15 (TMJ 1 1 EXTERIOR•GRADE 17 BUCK (TYPJ 17 PERIMETER CAULKDXi SHIM 15 SPAtE BY OTHERS ALL WOOD FRAmm (TYPJ 1 ENGINEERED SEPARATELY 4 11 Al 'S 1 B.DG.BOFFIICCIIALCTTYP.) A2 111 © 16 16 16 18 18 21 18 4 ' 1 16 49 mm9k iNTBRIOR EXT>iR10R DITERIOR • BKTERIO A�ITBRIOR • 13 14 a1 13 14 Si 12 18 48 13 1 16 48 18 4 4 6 21 21 1a 21 16 18 16 4 17 D 1 ® 17 18� 15 10 15 17 D 10 9 •• • V4•MAX. Alliiii.......;: am Imm EXT.GRADE V4•MAX EXT.GRADE 1 • • 1 • •• • ••• PERIM,CAULKINII SFOM PERIKL CAULKIEKi 1S • •• crYPJ mPJ • e' ' •22• 3 62X Wmv 000000 • • 0000•• STUCCO 'd ` 4 •a h BUCK CTYP.) • I • CRY OTHERS „r a d: o. 0. DE 1 4' t, EXT.GRA •• • • lime 0•• PERIM.CAULKING go *gee • • I ti °. w• 44 44 CTYPJ • R4 • 0••0 IX or 2X 0000 METAL LATH.STUCC t P.T.WD. BUCK • • •0'i 0.0 • TERIOR GGRADX)E 0 W4 E t SHEATHING CRY OTHERSf �'0 0 0 0 i •0 0 0• �,,,�s, xa4W wtw .•'., 8 IN A. is r 2010 PBM • 7 N.W 90 a. • mm"m OAP BEfNEBi(THE WIIIDOX MME AND THE BUCX OR L .b I I�l..J' • l 9 gM3�p MASONRY IS LRSS THAN 1/8'.SHDIS•ARE NOT BiSQU1st71. PRODUCTR8Y19HD :4swul ,. 1y 2..'. �:•. Rna.d oas IA.Oton b MW a#e d 7 •••• PH^"��Nm m=mplAra63911.0F1l a ttwrs6w trrroovs ues wase soon; • ANCHORS AjOTB No »' e...emx Ael smw• A•s iswlr a.Wwtr xs nwa.. ANCHDRS TO HE 412 SMS OR WIL SCREWS INTO WOOD WA tB1 0•ta Iq %^1 E C1r' : •.,,.q pp.y�,., • V4•TAPCONS or APPROVED CONC.FASTENERS INTO ISE, •.� q;=�'v.� M.BOuzo ov/arros Series: 3200 Outswing IM$Ak9f (j13ement Window WITH A MINIMUM OF 1 1/4• PENETRATIDN DIM WOOD OR PtoQatN ��i�(I` •, R�9•''Cj���' �" N.BRA20 °sb s VERTICAL CROBB-$ECTtON3, DETAILS & NOTES CONC.CREFER TO LOAD TABLES FOR QUANTITIES REQUIRED T' DATE .e r+�acrtwsmo••oeuoti-ot 498Oo-0801 e�z STUCCO O)Y OTHERS) PERIMETER CAULKING EXTERIOROVERUL VENT WIDTH 15 18 7 8 18 157 18 1gY 3 � g 39 3 iti' P• 21 12 16 48 12 16 48 21 '4A�� '4- o 13 13 43 GLASS ` CLASS : 43 0 49 a a I�=VENT OPERABLE 14 51 51 4 4•TI eaD) 18 18 1 �-''1111 n � ss O INTERIOR 4 1 11�\17 16 16 E1 1 O 16 17 01 4 =et o: WOOD BUCKS -''•� ENGINEERED SEPARATELY v.( ALL WIMD BUCKS ENGINEERED SEPARATELY :$ 5 TO REVIEWED 6 TO BE REVIEWED BY BLDG.OFFICIAL(TYPJ ' BLDG lffF1C1Al CTYP.) P.T WOOD BUCK NOT BY LAWSON IND. (BY QTHERS) MUST SUSTAIN IMPOSED LOADS VAL PERDIETER CAULKO�i - bx�iwSpNX .� } PERIMETER CAULKING v 3 15 18 7 8 18 15 15 3 18 8 •O' ??i 3 21 XXTERIOR �. ;: [EXTERIOR v'•'•�,.. 2l FT. 13ASS A � - OPERABLB VENT - I 1%4• " s �.y 1/4•�.. •••• ' 1 TAPC�1 14 St ` '• ) TAPCON 14 gt • • • , 42 INTERIOR 4 � 41 2 1 P 2 •• 21 18•• •••••• •• ro ' ••• •• • •••••• s 4 21 47 :R'L 4 11 DI I�lBRIOR P • a4:: avom 17 1 16 16 1 P e- 17 1 1M3 •••• � •••i ti '' vaa Ef'1' ALL WOOD BUCKS 9 o 9 o • ENGINEERED SEPARATELY Dab LR.TOM BE REVIEIlEf••• 31 OFFICIAL.tj�+,••• • xsollt ® •• •• • •• • •• LA �1•ON •. •• o ro sown ggi�pp • ON 93 OAP BBT .SOWHIS AN PRAMS AND THB BiJCK OR oT 4 •.tis✓ &aawa a.s Roldan to drM s!s w 7 MF `��y�6060 ItasoMmr�teas avant ua:sI1Ws aas tIDT BSQUIRzw. .^" a25 •••• ,,, • •"tom� � nrrBoa.,►o ANCHORS HOTS: j 1 �"'�""' aa.r • ANCHORS TO DE 01E SMS OR VA SCREWS INTO VOMD,OR a qS 1 a E OP yam" V9• TAPCIWS or APPROVED CONC.FASTENERS INTO CONC, y� M.RRm oa/at/oa Series: 3200 Outswing t1nplhtt &cement Window WITH A MINIMM OF I IIa-PENETRATION INTO WOOD 13RHORI20NTAL CROSS-SECTIONS. DETAILS & NOTES v !:`-$�ti`• is a,s y L ORMa.a. n� CONE(REFER TO LOAD TAMES FOR QUANTITIES REQUIRED) DATE�i ! N I,TG��a°° awdoA taw s nmw�+N Gm�.o� °ir�W en'w„L9800-OlKti 9 oP v tsr LAWSON SERIES: 3200 CASEMENT WINDOW - BILL OF MATERIALS LIST LAWSON SERW* 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST r42 DDG. NO. PART NO. QUANTITY DBSCRUPTMON REHARK9 ITEM 613004 G. NO.PART NO. QUANTITY DBBCRU`nON RBMARXB 1 x Yarn ANTI SAG VENT/SILL RAMP NnOR 6/6 1 3001 LN-118 i FRAME HEAD 9083-Ts ALUMINUM 1 x HANDLE LOC1ONG HANDLE aV X PLATE 2 3KID2 to-115 1 FRAME SILL 6X183-Te A UMINUM 1 XVENT 5/1a DCCT WMEEN - GPTMK ALUMswM FCw� 3 3002 LI-113 2 FRAME JAMB-HINGE SIDE 8093-TS ALUMINUM SEE a.EVAU N FRAME INSTALLATION SCREWS 112 X 2 1/4-PH SM44 4 3002 14-115 2 FRAME i4W-LAT1CH SIDE 8063-78 ALUMINUM SEE aakw= FRAME SW.CLIP SCREWS 112 X 1 1/2-PH SMS 5 3004 UI-119 2 VENT TOP RAI. 8063-TS ALUMINUM 45 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT • 8 1 LN-119 2 1 VENT BOTTOM RAN. $083-TB ALUMINUM 46 SEE E DMO N FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 LB-119 2 VENT SIDE RNL-H!NGE SINE 8093-TB ALUMINUM 47 L-3007 LB-184 1 X ANCHOR FRAME,,HEAO/JAMB 94FAR PLATE 8063-T5 ALAWIM(3-L) 8 L-3004 LD-119 2 VENT SIM RML-LATCH SIDE 8063-TB ALIMINUM 48 L-3009 U1-159 AS READ. GLAZING BEAD-7/18' 6083-T5 ALUMINUM 8 L-3003 LI-116 AS IWA'O. W-POST 6063-76 ALUMINUM 49 2 x BRACKET FIXED VENT ATIACIMFNT SCREW 18 x 1 1/4•FH./PHIL.SOS 10 L-3006 UI-111 1 x ANCHOR FRaJE SILL ANCHOR CLIP X93-78 AUAmm(3•L.) EXT.GRADE BACK BEDDING SO 8 X PKAT IN-POST ASSEMBLY SCREWS 110 X 1 1/4-PH SMS 11 L-300.5 U-113 AS REA'D. FOXED LITE MOUNTING BRACKET 6083-76 ALUMINUM(3-L) VI D APPLIED BERING 51 DC-899 AS READ. GLAZING SEALANT- SILICONE • 12 L-3010 U1-7703 AS READ. GLAZING BEAD -5/18' 8083-TS ALUMINUM VIRION/FLAN HY INSTALLER CTYP.J ALL WOOD BLOCS 13 L-7531 L-7531 AS REOD. XLAZING BEAD BULB VINYL PVC VWYL FACE CAl0.1t 2X WOOD ENGINEERED SEPARATELY 14 SM-3731 AS.RM GLAZING SEAANT- SINCERE ft BY OTHERS CTYPJ BUCK CpYPy ��„°+ 6 TO BE REVIEVL'D 15 L-3012 U-110 AS READ. -FAQW/VENT PVC vINYL .. BIDG.OFFICIAL CTYPa 16 L-3011 0-133 AS READ:• GLAZING BEAD 11/16-LAM4ANSUL 6063-T5 ALUMINUM 12 SNS or VD SCREW 17 L-3013 12 CORNER KEY PER FRAME Q•. ;; ;VPI U4• MDL WDD EMBED 16 L-3013 8 CORNER KEY PER VENT 19 L-3013 4%POST dORNER KEY BI-POST ; 20 B FRAME X�MBLY SCREWS 110 X 1'PH SMS J-* •• E►�W 21 8 VENT ggSEMALY SCREWS 110 X 1 1/4-PH SMS ''t• WINDOW FRAME 22 2%VENT 4 BAR W HUM - STD.k K0.4 ie; \ 23 2%VENT 4 BAR 49 WNQE'S,-SM&H.G. EXT•GRADE BACK KDDDM 24 AS REOO. MINCE MOUNTING,SCKM 110 x 1/2-P.N./P1NL B EXT.CMMADE PERIMTER TO BE APPLIED BEHIND' 25 1 %VENT VENT OPERATOR-DUAL K SINGLE CAULKING NOT BY WRNDOV nAWW BY vLWSE)INDUSTRIES•. INSTALLER CTYP.1 26 4/OPIB. OPERATOR MOUNTING SCREWS 110•x 3/4-F.H./PHIL . .y•:,/ TO BE APPLIED BY 27 1/OPER. SDULM STEEL r TRACK OTHERS KTYPJ TERIOR GRADE 28 2/TRACK TRACK MIOUNTBNKL SCREWS 16 x 1/2-FA/PHI.,SDs STUCCO OR E%TFRIOR FINISH PERIMETER CAIR.ICIPEi 29 1/OPERATOR STUD BRACKET CONNECTOR O BY OTHERS CTYP.1 •.� Ri ':h' BY DIFFUS CTYP.1 30 2/BRACKET STUD BRACKET SCREWS 1a x 1/2-F.H./PHI..SDs �►' TAL LATH,STUCCO 31 1/VENT IOGMW HANDLE • 1/2- AND EXTERIOR GRADE SHEATHING (BY DTFERS) 32 2/LOCK LOCK HANDLE MOUNTING SOQ1S+ 110-32 IDS/1” MME EXHIMIS"CER CAM K DETAIL � AIF I '( QN DETAIL 33 1/vW BAR .. • suesrRATE° 1 I1CN RIflR$!� 34 1 x t=POW 7E 690999 CMICRETE OR SEE MULLION APPROVALS FOR amtDpl wobamph" 35 2%CUNDE NYLON GUIDEyMOtImNG 18 x 1- P.T.WOOD MUWON TYPE, SIZE AND MAX.Ttadldrng BY OTHERS CTYPJ NOTDESIGN PRESSURE UMITATIONS. � `� 36 1/I= KEEPER-M ) • 000000 37 2/KEEPER SKCMEWS 21 17 WNW SFiAU �L GOVERIM. g1 17adoPwdvat 38 4. 14 4 SHAABER•••• 000 6083-T3 SHIMtgill4�4111Ml1fyRc 39 2 SNUBBER SNB M MGAIOATION SCRE118 X 1 0OWd . VV NA% . LA 5 N . p„ •,ogp�- 12 S.ILS.X 1 1/4-L �?'`•':P1r' � +" &wM.m O.0 t••twl a•s b>' 6�0 lfia E1.EV FOR 6PA•X.NO t �! PH .af j'a'd' 6'R;: t �• I : )Gn 41 VMW %@".MMD - s ••!-J Dsr{Lar A•! 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