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WS-17-2730Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Parcel Number Permit NO WS-11-4 2730 Permit=Type Windows/Shutters t Ctassfiication Window/Door Replacem Pennit Status:, APPROVED issue Date: 11/16/2017 Expiration: 05/15/2018 Applicant 251 NE 98 Street Miami Shores, FL 33138- 1132060134410 Block: Lot: PANPER LLC Owner Information Address Phone Cell PANPER LLC 700 E DANIA BEACH Boulevard DANIA FL 33004- 700 E DANIA BEACH Boulevard DANIA FL 33004- Contractor(s) Phone ALLCONSTRUCTION RESOURCES IN' (305)970-0167 CeII Phone Valuation: Total Sq Feet: $ 22,300.00 0 Type of Work: REPLACE EXISTING WINDOWS AND DOORS No of Openings: 17 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $13.80 $4.05 $2.70 $4.60 $270.00 $12.00 $18.40 $325.55 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-11-17-65675 11/16/2017 Check #: 3660 $ 325.55 $ 0.00 Available Inspections: Inspection Type: Final Window Door Attachment Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all workytti be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above -named contractor to do the work stated./ Authorized Signature: Owner / Applicant / Contractor / Agent November 16, 2017 Date Building Department Copy November 16, 2017 1 i a m i S h Building Departm 10050 N.E 2nd Avenue Karni Shores Floth 33138 Tel: (345),795.2.g Inspectiait t` cements for: Windows, Doors, Skylights or Fixed Glass (claddingi_P rmats Upon issuance of permits for the scopeof 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 deportment and comply wi thefol.lovving 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). ualifier/Ownignature Date Print Name BUILDING PERMIT APPLICATION EUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL 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 Master Permit No. Sub Permit No. ❑ ROOFING ❑ REVISION PUBLIC WORKS ❑ CHANGE OF CONTRACTOR JOB ADDRESS: 0251 NE. `► (j Sf euk RECEIVED OV 16, 2017 FBC 2014 Rc.-1 (0 332s BY: ❑ EXTENSION ORENEWAL ❑ CANCELLATION ❑ SHOP DRAWINGS City: Miami Shores County: Miami Dade Zip: 3513F, Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple1Titleholder): �(.) Ter --VC_ Phone#: Address: ZSI !VU % et City: MMAr1,41 ,4*OY __S State: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: ALL 12vc O (2 SOi) LoC_ Address: t O S 1F5 City: 1,A,t-A-M1 Qualifier Name: CULUDS 02EZ State: Zip: 3,5135 Phone#: cs -970 --o/ 67 Zip: 3317( Phone#: State Certification or Registration #: C BC 125 33 4-I Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: rrll Value ei.:IJll: of;Wo�k for;this,Permit: $ 22 300_ Oo Square/Linear Footage of Work: Type ofWork: Addition I I Alteration ❑ New State: Zip: ❑ Repair/Replace ❑ Demolition Dgscription of Work is QQL4r('E £}(LS11 to � 2Ou) S �po►2S �j� �1,P4e . 'eta° /A)00 0. ..::� tea. ;4 Spe6fy;:color of color thru tile: .. r, ta• Permit Fee $ �� - Submittal Fee $ i Scanning Fee $ Radon Fee $ � . Technology Fee $ Training/Education Fee $ Structural Reviews $ CCF $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 3Z� • DBPR$'• CS (Revised02/24/2014) ( Bonding Company's Name (if applicable) Bonding Company's Addt ss -; 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 with all applicable laws regulating construction and zoning. p14� s: ` ,tip`s ^'p , . }'• ,. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING'TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / _--- ' O R - AGENT The foregoing instrument wasicknowledged before me this The foregoing instrument was acknowledged before me this � 0 W day of C V fir. , 20 1 , by 1 DO day of Dc!oiat _ , 20 / q- , by VJ'0J..t,vt.a l • , who is personally known to Cam% pef(z , 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 Signature NOTARY PUBLIC: NOTARY Sign: Print: Seal: ,• MY COMMISSION * FF984004 EXPIRES February 23.2020 t401)3Yid,03 ►bnd•Nnurys► .Cum APPROVED BY f Plans Examiner Structural Review CONTRACTOR ••�`aire inso� . t.: Uc,111►einn Zoning Clerk (Revised02/24/2014) ALFREDO M. CARBONELL P.E. Inc. CONSULTING ENGINEERS C.A. #26074 12355 SW 129TH COURT UNIT #04 MIAMI, FL 33186 PHONE: (305) 251-9177 DESIGN WIND LOADS AS PER ASCE 7-10 COMPONENTS AND CLADDING Description: Wind Pressure over 36"x 80" Door - Located @ 7' High. Data to determine Wind Pressures: Tributary Area: 21.0 sq.ft. Mean Roof Height: 11.67 ft. Least Horizontal Dimension of Buildin : 24.17 ft. Roof Slope: j 41:12 18.43 Degree Wind Velocity (Vult): 175.00 Mph. Building Category: II Importance Factor (I): 1.0 Exposure Category: D Enclosure Classification: Enclosed Internal Pressure Coef. (Gcpi): 0.18 -0.18 Topographic Factor (Kzt): 1.0 Velocity Pressure Exposure Coeff. (T 6-5) (Kz): 0.850 Wind Directionality Factor (T 6-6) (Kd): 0.850 Stagnation Pressure 41.30 psf Determining (a) value: 10% of least Hor. Dim. of Building: 2.4 0.4*Building height: 4.7 4% of least horizontal Dimension: 1.0 Minimum Value of (a): 3.0 Corner Distance of "a", to set the zones: 3.0 ft. Wind Loads Zone: Wall Area 4 5 GCp (+) 0.943 0.943 GCp (-) -1.043 -1.286 Pressure"(psf): 46.4 46.4 Suction (psf): -50.5i -60.5 Formulas: q = 0.00256*Kz*Kzt*Kd*V2*I P = qh [ GCp) - (GCpi) ) rbo ell, P.E. 4170 Date: 11/13/2017 • • • • . .•• • • ... . . • .... . . .. .. .. . . • . . • • • . . • . • . • . • . . . •. . a a .... . . . ... . •. . • .• • • • • • EMAIL: alfredo@acarbonell.com ALFREDO M. CARBONELL P.E. Inc. CONSULTING ENGINEERS C.A. #26074 DESIGN WIND LOADS AS PER ASCE 7-10 COMPONENTS AND CLADDING 12355 SW 129TH COURT UNIT #04 MIAMI, FL 33186 PHONE: (305) 251-9177 Date: 11/13/2017 Description: Wind Pressure over 37"x 38 3/8" Window "G" - Located @ 7'-4" High. (Worst Condition) Data to determine Wind Pressures: Tributary Area: 9.9 sq.ft. Mean Roof Height: 11.67 ft. Least Horizontal Dimension of Building: 36.00 ft. Roof Slope: I 4j 12 18.43 Degree Wind Velocity (Vnom): 136.00 Mph. Building Category: II Importance Factor (I): 1.0 Exposure Category: D Enclosure Classification: Enclosed Internal Pressure Coef. (Gcpi): 0.18 -0.18 Topographic Factor (Kzt): 1.0 Velocity Pressure Exposure Coeff. (T 6-5) (Kz): 0.860 Wind Directionality Factor (T 6-6) (Kd): 0.860 Stagnation Pressure 35.02 psf Determining (a) value: 10% of least Hor. Dim. of Building: 3.6 0.4*Building height: 4.7 4% of least horizontal Dimension: 1.4 Minimum Value of (a): 3.0 Corner Distance of "a", to set the zones: 3.6 ft. Wind Loads Zone: Wall Area 4 5 GCp (+) 1.000 1.000 GCp (-) -1.100 -1.400 Pressure (psf): 41.3 41.3 Suction (psf): -44.8 -55.3 Formulas: q = 0.00256*Kz*Kzt*Kd*V2*I P = qh [ (GCp) - (GCpi) ) • • .▪ . .. . • . . • • . • . . • • • . . •. •. . . . . • • • • •. •• • a a ••.• • • •• . • . • • • • • • • • • • • • • • EMAIL: alfredo@acarbonell.com AL -FAR PORATION CONSULTING EN i EDUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D fFL 203591 Date: 04/18/2016 Detailed Product Description: Manufacturer: MR. GLASS DOORS AND WINDOWS INC. Manufacturer Address: 8120 NW 84TH STREET, MEDLEY, FL 33166 Model Name:SERIES MG-300'ALUMINUM'HORIZONTAL SLIDING WINDOW 1 Maximum Width: 126"(XOX) 96"(XO) Maximum Frame Height: 74" Maximum Load: +90 PSF, -140 PSF (Large Missile Impact) Installation Drawings # W16-26 • • • • This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirement. • • The above maximum parameters do not occur simultaneously. • See installation drawings for combination of span vs Toads. •••••• • • •••• • Comparative analysis used X Yes _ No •••• Mandatory Tests (Tested in accordance with AAMA 101/1 S.2/NAFS-02%TA3-'L02) - • • TEST DESCRIPTION TEST LOCATION TEST REPORT DATE TEST :' REPORT# • •: •: Test • • Sealedim;:. ASTM E283 Air Infiltration Leakage Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 • •. •Idalmis Or na, P... • •.• ASTM E331 OR ASTM 547 & TAS 202 Water Penetration Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 Idalmis Ortega, P.E. ASTM E330 & TAS 202 Uniform Static Air Press. Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 Idalmis Ortega, P.E. ASTM F 588 Forced Entry Fenestration Testing Laboratory, Inc. 03/29/2016 FTL-8856 Idalmis Ortega, P.E. 9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooa@afceng.com .. • • • • Supplemental Tests (Tested in accordance with TAS-201 and TAS-203) TEST DESCRIPTION TEST LOCATION TEST REPORT TEST Test DATE REPORT # Sealed by FBC 1626.2 Large Missile Fenestration Testing 03/29/2016 FTL-8856 Idalmis Ortega, P.E. (TAS 201 & Impact & Laboratory, Inc. 203) Cyclic Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer: ,,,,,,,,,,,,,,,,� .�`, P.: D ANMq �'., ••.\\CE • "tom .: No 70592 �O•.. ST T OF �. c �''.s'••• �` •Pry: Javad Ahmad PE # 70592 9. R `.° c�,`� �'', AI-Farooq Corporation EB # 3538 ,,,,NA, � ``' ' Signed 04/19/2016 • .' . . . . • .• .. • • . • .... . • . • • • • .... • . • • • •. • • • • • • . . •. •• . . • •• • • • •• .• 9360 Sunset Drive, Ste 220 1 Miami, FL 331731 T: 305.264.81001 F: 305.262.6978 1 www.afceng.com 1 alfarooq@afceng.com • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • • • • • ••.• • • • • • •• •• • •• •• • • • • • • • •• •• • • • • • WINDOW HEIGHT WINDOW HEIGHT (2) ADDL. ANCHORS "-'-- SEE CHART ON SHEET 4 VENT HEIGHT 6" MAX. HEAD/SILL CORNERS 74" WINDOW WIDTH i 32 3/8" D.L. OPG. 37 3/16" VENT WIDTH (4) ANCHORS TYP. �--AT MTG. STILE ENDS AT 4" 0.L. / 1�� 1 32 3/8" 'ram D. L. OPG. 89 3/4" .4- FALSE MUNTINS (SURFACE APPLIED) MAY 8E USED Vl 6" MAX. HEAD/SILL t,`6 CORNERS I (' VENT HEIGHT WINDOW WIDTH (4) ANCHORS /-' AT MTG. STILE ENDS AT 4" O.C. 1 1 I I U 0 0 32 3/8" D.L. 0P0. 37 3/16" VENT WIDTH 48 1/8" D. L. OPG. k 7 i 3 m I^ p • • •• •• • • • • • • • • • ••• -f •• •• •• 96" • • • • • • • WINDOW WIDTH • • • • • (y ADO. ANCHOIS • • • #ESHCIART 4 •jt-Ax • • ••• • • • HEAD/SILL I A CORNERS j I • • re • • • • •. .0 • —l• •—_• • L • • •; • • o • •T}1. • • • • 0 = n N z • 1 •L i 7. 1p a O N Q • 1 • • • • • • •• (4) ANCHORS /AT MTG. STILE ENDS A7 4" O.C. i1111 1 . "- FALSE MUNTINS / (SURFACE APPLIED) MAY BE USED E" 43 3/8" D.L. OPG 48 3/16" VENT WIDTH TYPICAL ELEVATIONS TESTED UNITS SERIES MG-300� ALUMINUM HORIZONTAL SLIDING WINDOW 1 X1 K 43 3/8" D. L. OPG. DESIGN LOAD RATINGS FOR THESE WINDOWS 70 BE AS PER CHARTS SHOWN ON SHEETS 4 & 5. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F.B.C. 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. A- THIS PRODUCT EVALUATION DOGUMENT (P.E.D) PREPARED BY THIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT: i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D 8- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION PROVIDED HE/SHE DOES NOT DEVIATE FRO., THE CONDITIONS DETNL.EO ON THIS DOCUMENT. C-THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF ALTERED 8Y ANY MEANS. 0- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIM REGISTERED ENGINEER 0R ARCHITECT WHICH WILL BECOME THE ENGREER OF RECORD (E.0 R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING A5 A DELEGATED ENGINEER 10 THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. E- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF: THE PRO-ESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 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 2014 FLORIDA BUILDING CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. FL #20359 .��l1111 IIIjlil. `ENO 11Pf yg•••VGEN•• • \ z D!..•' SealFAd4-1R-16�� !f ALL Y`y O n ZI 0- I 0 0 (0 L In Q 0 - co 77 4 '_ 2.1j '° drawing no.'' I W16-26 sheet 1 of 10 j • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • _• •••• ••- • •• • • • •• • •• • • • • ••• • •• •• • • ••• WINDOW HEIGHT 6' MAX HEAD/SILL CORNERS 111 7/8" WINDOW WIDTH 1 • `(4) ANCHORS • • SAT MTG. STILE ENDS • AT 4" 0.C. 1 1_1__1 ' ' 1 1 1 1 a i 7 • • FALSE MUN•NS • • • ,• (SURFACE A•PUED9 • • •I •, • • I114Y BE I•i•D• • • • • • • • • • •• •• • •• • • • • • • • • • • • • • ••• • % 1 • • • \ • •• ••• •• •_ /-••• •, • • • •• • .[:::-,--•-? • • 1 • • • • • • • •• 1• •• •• •• •• _.. •� • • •,• • ••• •• WINDOW HEI 6' MAX. HEAD/SILL CORNERS 1 32 3/8' D.L. OPC. 37 3/16" VENT WIDTH 32 3/8" D L. OPG. 127 5/8" 32 3/8" O.L. OPG 37 3/16' VENT WIDTH "o WINDOW WIDTH (4) ANCHORS /AT MTG. STILE ENDS AT 4" 0.C. II C80 32 3/8' D.L. OPG. 37 3/16' VENT WIDTH 48 1/8" D.L. OPG. :I 32 3/8' D.L. OPC. 37 3/16' VENT WIDTH FALSE MUNTINS /—(SURFACE APPLIED) MAY BE USED N ij TYPICAL ELEVATIONS TESTED UNITS Sea led 4-18-16 1111tIil No.70592 =� FL #20359 '.e1NA;;�ty u 0 V 0 C 1 drawing no. W16-26 Ceheet y of 10; • • ••• •• •• • • • • • • • • •_-•- • • • • • • ••• ••• • • ••• • • • • • • ••• • •• • • • • • •- •- • • • • 0 \— 1/8" HEAT STREN'0. CLASS \ .090" Interloyer Butocite PV8 \ \ 8y Kuroroy Americo. Inc.' \\ t rt/8" HEAT SiREN'0. CLASS \ 111 � N _SILICONE / DOW 795 • AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS _TYPE 'A' 5/16" OVERALL LAM. GLASS --1/8" TEMP. CLASS \--. 1/4" AIR SPACE \ . -t/8" HEAT STREN'D. GLASS \ \ .090' Interloyer \ \ \ C-4 'Kite PVB , \By uroroy America. Inc.' \ \ \ \\ \ \ _SILICONE5 DOW 79 co cn 0 f-1/8" HEAT STREN'D. GLASS AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' 11/16" OVERALL INSUL. LAM. CLASS aI SIN ---3/16" HEAT STREW°. GLASS .090" Interloyer • • 8utacite PVB • • • • \ By 'Kuroroy Americo!Inc.' •• 3/16" HEAT STLRN'D. Gl9kSS ••• ••• 1 SILICONE [DOW 795 •• • •• • 3/16" HEAT STREN'D. GLASS • • • \ • .00�' •nterlayer • • • \• • Sentryiias • • • • • • By• Kuroroy America. Inc.' • • • • • • • \• 0.- 3/16" HEAT STREN'D. GLASS ••• • •\.••\•! • • ••z •• • • • le •'- ': •; •• • • • • •—•is iI AT 1/4 POINTS ON LITES 10ER THAN 36" ONLY GLASS TYPE"B''1 12/161 OVERALL LAM. GLASS \--1/8" TEMP. GLASS \\ \ —1/4" AIR SPACE \ `-3/16" HEAT STREW(. GLASS \ 1 \ 1 \ \\ \\. \ 5/B" MIN. TYP. .090" Interloyer 8utacite PV8 iBy Kuraray Americo. Inc.' i 3/16" HEAT STREW°. GLASS SILICONE iDOW 795 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' 7/8" OVERALL INSUL. LAM. GLASS GLAZING OPTIONS 1/4" AIR SPACE CONSISTING OF. 'DURASEAL' EDGE SEAL SYSTEM BY 'OUANEX' 0 SILICONE OOW 795 / / AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY GLASS TYPE 'C' 7/16" OVERALL LAM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE \ \3/16" HEAT STREW°. GLASS .090" Interloyer SentryGlos By 'Kuroroy Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW 795 2 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C1' 7/8" OVERALL INSUL. LAM. GLASS FL #20359 o 1 is —I 4 9 drawing no. W16-26 (sheet 3 of 10) • • ••• • • • ••• . • • • • • • • • • . • • • • •• •• •• . • . •. •. • •• • ••._ -• . • - • • • •• • • •• •.• • •. .• • . • • ••• DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) FRAME DIMS. GLASS TYPES A' & 'Al' GLASS TYPES 'B' k '81' GLASS TYPES 'C' k 'CI' WIDTH HEIGHT EXT.(+) NT.(-) EXT.(+) ANT.(-) EXT.(+) NT.(-) 26-1/2' 37' 53-1/8' 63" 74' 84- 96' 26" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80_0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 140.0 740.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 140.0 26-1/2" 37" 53-1/8" 63" 74" 84" 96' 38-3/8' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 80.0 80.0 90.0 90.0 140.0 140.0 140.0 140.0 80.0 80.0 90.0 1 40.0 80.0 80.0 80.0 80.0 90.0 90.0 140.0 140.0 26-1/2' 37" 53-1/8" 63' 74" 84" 96" 50-5/8' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 740.0 140.0 140.0 140.0 90.0 140.0 138.7 121.4 26-1/2' 37' 53-1/8' 63" 74" 84" 96' 63" 80.0 80.0 80.0 80.0 80.0 80.0 80-0 80.0 80.0 80.0 80 0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 140.0 126.5 111.5 97.5 26-1/2" 37" 53-1/8' 63" 74" 74" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 e0.o 80.0 80.0 84" 96' 50-5/8' 90.0 740.0 90.0 140.0 74 84" 96' 63' 90.0 140.0 90.0 132.7 90.0 125.0 Ew o� U(7 id Yi DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FRAME DIMS. WIDTH HEIGHT GLASS TYPEI GLASS•fYPES 'A' & 'Al' 6' •BI EXI.(+) INT.(-)•EX1.(+) DINT.(-) GIISS TYPOS• •s& ExT f+) I7•.(-S 24" 36" 48- 60' 72" 84' 96' 24" 80.0 80.0 80.0 80.0 80.0 80.0 80.4..;9A 80.0 80.0 80.0 80.0 80.0 80.0 80.0 o00 80.0 6S0 --• - 80.4 80.0 80.0 80.0 60.0• ea-• 410.04 90.0 90.0 90.0 lo.o• oo.o. 14i�0• 140.0 740.0 140.0 740.0• yo.o• 24' 36' 48- 60' 72' 84" 96' 36" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 iMP0 80.0 80.0 80.0 80.0 .......... . 80.0 80.0 !0.0• 80.0 80.0 80.0 80.0 80.0 80.0 80.0 - 80.0 80.0 800 80.0 scip 90.0 90_0 90.0 90.0 90.0 90.0 1to.0• 140.0 140.0 140.0 140.0 140.0 140.0 24' 36' 48' 60' 72" 84" 96" 48" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 ......................... 80.0 80.0 - 80.0 80.0 80.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 90.0 90 -0 90.0 90.0 90.0 140.0 140.0 1400 140.0 1400 140.0 128.0 24' 36' 48' 60' 72' 84' 96' 60" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 140.0 136.5 717.0 102.4 24" 36' 48" 60" 72" 84' 72' 80.0 - 80.0 80.0 - 80.0 - 80.0 80.0 80.0 80.0 80.0 80.0 • • • DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) DESIGN LOAD CAPACITY - PSF (X0 OR OX SIZES) • =RAME WIDTH p HEIGHT GLASS TYPES 'B. & '81' EXT.(-) IN1.(-) GLASS TYPES 'C' & 'CI' EXT.(+) ANT.(-) FRAME DIMS. WIDTH HEIGHT GLASS TYPES 'B' & 'B1' EXT.(+) NT.(-) GLASS TYPES 'C' k 'CC EXT.(+) IN1.(-) 5i:142" 79-11/16 83-1/4" 94-1/4' 15S- 42• ►9-11/1," 83-1/4" •gt _ 1149 26" 800 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 740.0 •38-3/8' 80.0 80.0 90.0 140.0 54' 63" 72' 81' 90" 24" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80 -0 80.0 80.0 900 90.0 90.0 90.0 90.0 140.0 740.0 140.0 140.0 140.0 80.0 80.0 80.0 80.0 90.0 140.0 80.0 80.0 90.0 90.0 140.0 140.0 55-1/2' 79-11/16' 83-1/4' 94-1/4' 50-5/e' 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 121.4 54" 63" 72" 81" 90" 36" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 140.0 140.0 55-1/2" 79-11/16" 83-1/4" 63' 80.0 80.0 60.0 80.0 80.0 80.0 90.0 140.0 90.0 111.5 90.0 97.5 54' 63" 72" 81" 90" 48' 80.0 80.0 90.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 140.0 140.0 55-1/2' 79-11/16" 74" 80.0 80.0 80.0 80.0 70.9 62.2 98.5 86.4 96' 48" 90.0 740.0 72" 84' 96' 60' 90.0 90.0 90.0 140.0 140.0 128.0 (1/2w) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' 54" 63" 72" 81' 90" 60" 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 90.0 90.0 90.0 140.0 140.0 140.0 90.0 117.0 90.0 102.4 54" 63' 72" 87' 72" 80_0 80.0 80.0 80.0 80.0 80.0 90.0 80'6 • 69.4 61.9 1400 111.9 96.4 85.9 .7477 OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH 'XO OR OX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 FL #20359 0 O a v o '., E.J.. iLai..:J drawing no.1 W16-261 (sheet 4 of 101" DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 'IF & 'BI. 'C. & 'CI' WIDTH HEIGHT EXT.(+) NT.(-) EXT.(+) INT.(-) 74' 80.0 80.0 90.0 140.0 106-1/4' 26" 80.0 80.0 90.0 140.0 11 i ' 80.0 80.0 90.0 140.0 126' 80.0 80.0 90.0 .... 140.0 74 80.0 80.0 90.0 140.0 106-1/4' 38-3/8" 80.0 80.0 90.0 140.0 111 ' 80.0 80.0 90.0 140.0 126" 80.0 80.0 90.0 140.0 74" 80.0 80.0 90.0 140.0 106-1/4" 80.0 80.0 90.0 140.0 111" 5, 0-5/8" 140.0 80.0 80.0 90.0 126" 80.0 80.0 90.0 138.7 74- 80.0 80.0 90.0 140.0 106-1/4" 63" 80.0 80.0 90.0 129.0 111" 80.0 80.0 90.0 125.7 126" 80.0 80.0 - - 74' 80.0 80.0 - - 106-1/4" 80.0 , 80.0 - - 111" 74" 80.0 80.0 - - 126" 80.0 80.0 - - DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. 'FF & 'Fll' 'C' & ' CI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72" 80.0 80.0 90.0 140.0 84" 50.0 80.0 90.0 140.0 96" 24' 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 36" 80.0 80.0 90.0 140 0 108" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72' 80.0 80.0 90.0 140.0 84' 80.0 80.0 90.0 140.0 96 48' 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 . 90 0 140.0 ... .... 96' 60" 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 136.5 120" 80.0 80.0 - - 72" 80.0 80.0 - - 84" 80.0 80.0 - - 96" 72" 80.0 80.0 - - 108' 80.0 .. 80.0 ....... - - 120" 80.0 80.0 - - (1/3W) (1/3W) (1/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH .X0X' • . • • • . . • • • • • • • • . . . • • • • • • • • . • . • . . • • . • _ • • • . • • • • . . • • • • • . • • • • • . . • • • • • • • •, •.• • • DESIGN LOAD CAPACITY - PSF •,.(X0X SIZES) I • ...• • .,RANIv Dup. .11..tss TYPFi: ; ;IF 14,31, , Gass' twEs 'C' A CI' LOTH HDIHT (XT....) INT.(-• EXT.$) INT.(-) • 4;71; . • * VO 140.0 106-1/4" 80.0 80.0 90.0 140.0 111' 26" 80.0 80.0 90.0 140.0 121 80.0 80.0 90.0 140.0 • • 70" • • • • • • • 8041 • • • .80.0 • • .90.0 140.0 106-i". • • • 80t 0-0).o A.g 140.0 • • • • 1 lir • 33/II" • • • •- - • 8040 • 080.0 90 • 140.0 121" • • •aot •ett • •- - 74" 80.0 80.0 90.0 140.0 106-1/4" <-5-6-7, wtr, • 80.0 80.0 - - E:3 -------• / 80.0 80.0 ' - - 126" 80.0 80.0 - - 74" 80.0 80.0 90.0 i 140.0 106-1/4" 63 80.0 80.0 ...i. - ... - 1 11 " 80.0 80.0 - - 74' 80.0 80.0 - - 106-1/4" 74" 80.0 80.0 - - NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM EI 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC -21 9 DESIGN LOAD CAPACITY - PSF (XOX SIZES) GLASS TYPES GLASS TYPES FRAME DIMS. '13. & 131. "G' & 'Cl. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 72' 80.0 80.0 90:0 140.0 84" 80.0 ..... _ . .. 80.0 90.0 140.0 96" 24' 80.0 80.0 90.0 140.0 108" 80.0 80.0 90.0 140.0 120' 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 36' 80.0 80.0 90.0 140.0 108" 80.0 80 0 90.0 140.0 120" 80.0 80.0 90.0 140.0 72" 80.0 80.0 90.0 140.0 84" 80.0 80.0 90.0 140.0 96" 48' 80.0 80.0 - - 108' 80.0 80.0 - - 120' 80.0 80.0 - - 72" 80.0 80.0 - - _ 84" 80.0 80.0 - - 96" 60 80.0 80.0 - - ioe' 80.0 80.0 - - 120" 80.0 80.0 - - 72" 80.0 80.0 - - 84" 72' 80.0 BO 0 - - 96" 80.0 80.0 - - 108' 80.0 80.0 - - OPERATING VENTS TO RE 1/4 TO 1/3 OF THE WINDOW WIDTH )11-TC3rj c.. . Sealed 41 8-16 '‘' ,10 4i '',!.... 52 E N•:-:..kCENsi:-:.4,0 '1 drawing no. A\ •', '• W 16-26 , -0/ -• FL #20359 .-:,,,„0/4At. 0 - k--- (sheet $. of 1c1; • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •• • • ••_ • ••_ • •• •• • •• • • • • • • • • •• • • • • • • IBY WOOD BUCK <d " a d TYPIA E ELVNCHORS SECALE. n FOR SPACING EDGE DIST. 0 A O • EXTERIOR 0 z 0®0 • 4 ' EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 w V • \ • _' • o na•• rti•" •• 8 0! • EtT.E • 3 0 b• '. DI • QQ t ••• \•• mo3ia• (•• di •• • •• •• • • • • • —d 1 • ••• • • EDC DIST. • • • • • 0• ••• • - • . • •2IE • • • \ • • • • •. OK • •• �, • • • • • •-• • • •• \ • • • • • • • • 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE L1 TYPICAL ANCHORS lll�� SEE ELEV. FOR SPACING WEEPHOLES: Wl = 1" x 1/4" WEEPHOLES AT 2-1/4" FROM EACH END w2 = 1-3/4" x 3/8" WEEPHOLES AT 5-1/2" FROM EACH END WITH PLASTIC BAFFLE SEALANTS: ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT AT EACH END AND INSTALLATION SCREWS IN SILL SEALED WITH ALUMINUM COLORED SEALANT. 1BY ' WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING rr F.B.C. APPROVED MULLION & MULLION ANCHORS SEE SEPARATE APPROVAL LSEETYPICALELEV. ANCHORS FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •TYPICAL- ANCHORS: rs- EE ELEV. FOR SPACING (1/4" DIA. ULTRACON BY"ELCO'(F1.=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) ✓ITHRU _1 BY. BUCKS INTO CONC�OR MASOtd RYd 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) DIRECTLY"INTO _CONC..OR MASONRY 7 1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO MASONRY (JAMBS) N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS ALUMINUM 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) (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 f'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS rm - 2000 PSI MIN. Sea0.4718-16 ��(�iUUliiliTri 41. T0552 z • rQ Q 0. a -„ moo�� W M Ce Lt. O U N n 0E60 2O a W 7 tn p B0< 4 E4'2 0 m a�I�a (` o 0 • Growing no. 2 s- heet W16—6 of 16 • • •• • • • • • • • • • • • • • •• • • • •• •• • • •• • • • •• • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM (C) METAL / .. STRUCTURE - /SEE LEV. E TYPICAL ANCHORS FOR SPACING VENT WIDTH VENT WIDTH D L.O. 1 / 4" MAX. • • • • 4 • • ,.. --•• •—• '''—‘3Hi1—.--45.-.•:: • • • • ,...._ •• , E •,...,• • •• • • •)4.... • vak-4,` • • 4 • • le• ..'iYPICAL ANCHORS OPTIONAL 100 • • • • • • 010#0, • • • Jil SEE ELEV- SPRING LATCH _• • • __•__• ! 1 \ i / FOR SPACING 2-47.)1 is; 1 ••• • • 0: 41., • -.1 • I I • • • • 41, 11- •'""' • 7: • - 9 11, ii`i -2 • , , _.: •• • . • . 1 I • EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE OPTIONAL TO SPRING LATCH XOX LAYOUT • 0, • • , Ls! D.L.O. 1 I =74 1/ 4" MAX. SHIMS TYPICAL ANCHORS A— SEE ELEV. / 1 FOR SPACING / FL #20359 Seale0_4:18-16 ° z g2 !- a • Eta • Croo,-He, 8 0 al ▪ e:11 CC 0 t O RPI g Ec., ootal ; z • ( Vali 'g ▪ _ : 1:z Q ! zp 13 , 0 g , • 1 67 1 w § 11- 0, o 5 o LJ0 !•91 --' — 1 • I I 2 0 0 t I v! 1 ! 17! F-'211111 4, 0 0 re -Jr -owing no. W16-26 1:1•Tet_. 7 of1-01 • • • ••• • •• •• • • • • • • • • •• •• •• • • • •_ ••. • • • • • • • ••• • • • • •• • . •• • • • •• • •• • • • • • • • • •• • Bi ALT. \TYPICA SEEELL EVANCHORS FOR SPACING TYPICAL ANCHORS r SEE ELEV. FOR SPACING iv 1 `C 571 _ ."i—!..-1 v • o II ir EDGE DIST. ➢— • • • •• • • • • METAL • • • EDGE DIST. • G STRUCTURE* • • • ----• /• • • • s / • • • • ,a• . j...j ••• • .C. A VED TAOLLION MULLION ANCHORS SSj E SEIARATE APPROVAL • • •EfIDGE•DIST. •• ••• • • •111s • • • •• •. .0 • • •• • .w•,.+01 •• • • I• • • -. • • • `•• • • • • • ••• TYPICAL ANCHORS �- SEE ELEV. FOR SPACING TYPICAL ANCHORS -SEE ELEV. FOR SPACING 1/4" MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 a w a INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER ALT. a -a drawing no. W16-26 (sheet g of1pj • • ••• • • • ••• •• •• .• •• • •• •• • • • • • •• • • •• • • • • • • •.• • • • • • • •• • • • • • • ••• • •• • • ••• 2.848 FRAME HEAD 1.189 I 2 y1 I 1.496 .062 `9j VENT TOP/BOTTOM RAIL 2.910 r-1.1897 3.949 078 062 TYP. 2.538 3.074 2.848 ---� 2 - FRAME SILL (82,) JAMB STILE VENT INTERLOCK • •• •• • • • • • • ••• •• •• ••• •• • 062 I L M .250-1 _.i ? i-._-518 --1.345--+ SILL TRACK \4 � FRAME JAMB -- 2.844 -- (6) FIXED MTG. RAIL .0621 III -�-- - 660 .500 (II .188 L n3� ADD -ON SILL RISER ITEM PART % QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS MG203 1 FRAME HEAD 6063-T6. - _,... . 2 • • MC3111 • FR4 E SILL 6063-T6 - _ • MG3p� _ _• • t• St TRACK INSERT 606363-T6 - 4 • MC3.3 • AS RED. 'FRAME JAMB 6063-T6 5• MG212 AS FLUSH FRAME ADAPTER 6063-T6 - 6 MG204 1/ VENT FIXED MTG. RAIL 6063-T6 - MG205 1/ VENT VENT INTERLOCK 6063-T6 - • MC3 4• 01, *ENT • •JAM8 STILE 6063-T6 - . • • 4MG2.7 • .34 VENT • TOP AND BOTTOM RAIL 6063-T6 __ - 1: 41 102?I6 • SAS REOD. tibLAZING BEAD (5/16" GLASS) 6063-T6 - • MG2.9 • 11146 •E0• • GLAZING BEAD (7/16' GLASS) 6063-T6 - OB 1.1G210 AS REOD. GLAZING BEAD QNSUL. LAM. GLASS) 6063-T6 - 13 MG305 AS RTE00, ADD -ON SILL RISER 6063-T6 - 14 MG321 4/ VENT ROLLER HOUSING & GUIDE CELCON - 15 MG322 2/ VENT ROLLER BRASS - 16 MG323 2/ VENT ROLLER PIN ST. STEEL - 17 #10 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS PH SMS 18 #10 X 3-1/2' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS PH SMS 19 W222322 AS REOD. FIN SEAL WSTRIPPING - ULTRAFAB 22 E202 AS REOD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 24 SL203P 2/ VENT SWEEP LATCH, AT 10-1/4' FRO1 EACH END ZAMAK SULLIVAN & ASSOC. 24A p8 X_ 5/8' 2/.LATCH LATCH INST. SCREW ST. STEEL FH SMS 25 MG211 2/ VENT SPRING LOADED LATCH 6063-T6 ALTERNATE TO SWEEP LATCH 25A - 1/ LATCH LATCH SPRING ST. STEEL - 26 - 2/ WDW. HI -FLOW WEEPER - PREFERRED ENGINEERING PRODUCTS 27 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL 28 - AS REOD. SILL INSERT, 2- LONG 6063-T6 AT MTG. STILE LOCATION 29 - AS REOD. SETTING BLOCK AT 1/4 POINTS EMU DUROMETER 80 t5 SHORE A i252) SPRING LOADED LATCH 2.786 .500 { ..62 T— .062 (?) FLUSH FRAME ADAPTER [-.125 1.000 SILL INSERT 583 .781 L L 1 .865 ,458 I I i 1---- f .78f 1 i .050865 781 .(050 .865 L1.096-.+ I-1.096 GLAZING BEADS r-.134 Sealed 4-18-16 �`1i15I 11 A11114 "). .. 70592 FL #20359 ;�"��;� 4 0 s is 2 5 i �� drawing no. W16-26 sheet g of 10/ • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • IN • • • • • • • ••• • • • • ••• MIAMI•DADE COUNTY \ y L� � rt DEPARTMENT OF REGULATORY AND ECONOMIC RESd1J1 CES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MJAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.mia midade.Qov/economy ECU Windows Systems, LLCJ 9114 N. W. 106th Street, Medley, FL 33178 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 j oke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or Material fails•tb• • ; • meet the requirements of the applicable building code. • • • • This product is approved as described herein, and has been designed to comply with the Mali Building Code, • including the High Velocity Hurricane Zone. . • •. DESCRIPTION:'Series 600 Aluminum Outswing Doors-L.M. i APPROVAL DOCUMENT: Drawing No. W12-08 Rev C, titled "Series 600 Alum OutswinA Entrance1oor (L M I )" sheets 1 through 9 of 9 (inclusive 7 1) prepared by AL-Farooq Corporation, date/02/13/12 'Ail last • . .... . revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dgde:Cgunty lrrodi{pt Contcgl., ; • Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade Countrii'dtllict . Control Section. • • • .. • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types G1 and G2 are limited to .090" Kurarary's Butacite PVB and glass type G3 is limited to Insulated laminated glass w/ .090" Solutia interlayer. 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 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 #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MANMADE COUNTY IfiClotTANC APPROVED • NOA No. 15-0603:13L� Expiration Datec March 20; 2019 Approval Date: October 15, 2015 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 • •altmg with parked -up drawings and installation diagram of an aluminum Outswing French door, • • . re red 1Sy Hurricane Engineering & Testing, Inc., Test Report No. • • + tI-12.335' ,HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all Stgded and sealed by Rafael E. Droz-Seda, P. E. • :Note: Tha'aliove referenced test reports have been revised by an addendum letter dated June 29, 2012, • • .issued byilj ane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. • C. ' CA4L,CULAfr1ONS •. 1' AnchdfOfi1ication calculations and structural analysis, complying with FBC-2014(5th Edition), • preparsd by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. • • 201azing &implies w/ ASTME-1300-02, -04 & -09. • D. • QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA #12-0402.03, expiring 03/20/19. 2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA. 1'shaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 E-1 • • 000 • • • 000 •• •• • • • •• •• • • • • •• •• •• • • • • • • • • ••• • • • tERIES-600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y 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. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. • • 000 • • • • A.A.A. 1/8" HEAT STREN'O. GLASS 3/16" HEAT STREN'O. GLASS • • • •• • • • • • •• • • • • • • • • • • il. • • • 2 • • • • • ••� • .. • • • • • • • e9' • • • • • •• • • • • • ••i • 'ti reI .090" Interloyer • Butacite PVB Sy 'Kuraroy America, Inc.' ▪ 1/8" HEAT STREN D. GLASS SILICONE DOW CORNING 899 I / GLASS TYPE 'G1? 5 io o' 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer Soflex Clear And Color Gloss By 'Eastman Chemical Co.' 1/8" HEAT STREN'D. GLASS 090" Interloyer Butocite PVB By 'Kurorcy America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 699 / GLASS TYPE 'G2' SIUCONE DOW CORNING 899 GLASS TYPE 'G3' SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ST. STEEL METAL SPACER SIUCONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE 'IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAD CML PLA. PE' 70592 CAN. 3538 4 2015 1RODUC r REVISED r.emptyl•p nrlIY the Florida Mattson N. 15-5 03.I3 8iplitell.e Deit/eAS se, 2ef? li ,� LAMN� Ilb&IF/lr ProemCe•hd 0 W 0 N 0 0 U J 2 2 113 U o J h J I (n • a W n w 1 co tr.n w O o' 0 •- m Z .e D a} J w rn� 0 a 8 UPDATED TO 2014 FBC c 9 S ✓1 8 c 1, 0 drawing no. _ W12-08 a 1 1 sheet 1 of 9 0 W W n rn HEAD/SILL CORNERS ID W 0 J 0 39 3/4' MAX. FRAME WIDTH O ( 12" HEAD SILL /I — /I n / II / it O LOCK OPTIONS /_ II 2 (� OPTIION2 SHOWN) -� SEE SHEET 7.1 / 1 /. — FOR DESCRIPTION I // I • 11 Y \ n m 11 \ "A — 5< \ II iV II \ 11 I r- �1 \ \ \I ACTIVE SURFACE APPUEO FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH tcX)► re CO la z v DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) 000R DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME . HEIGHT - — IXT (+) — INT.(-) 39-3/4" 37' 98" - 70.0 75.0 2 • • ••• . • • •.• .. .. . • .• . .. .. • • • . . •• •• •. •• • • . •• • . •• •.•. • . • • • . • • . • • • • .. • • • •• •• •• • • • • • • • • • r.yAX. • FRAME WIDTH • •• • ••• • • •HEAD•4IpS7IL ISDS •RS • • • T) AT 3" P.C. 12" • • • • • • MAX. — — — S — -. _ — O HEAD SILL HEAD/SILL CORNERS •• • • • • • . • •. • • • 1- ' • . • e • •. ,S / • • I• . • Is.•/•0II -U. / _ I< I I 0 \ \\ \ • • • •. • • • T . • . . • I • • = n i n — O Jo —'(\ — — — / / / \ \ \ ___q___ / II O II --- /�NN '/Y i1J r 1 I \�11� \ 1 \ O i \ \ \ .. LOCK OPTIONS #1 OR #2 \ON 2 F4� SEEnSHEET 7. 1'WN' FOR DESCRIPTION / ,/ / / / / / / / / / \ / -- INACTIVE 111 ACTIVE I SURFACE APPLIED LSE MUNTINS OR 26 I I 15/16" 1� 1 I I 26 15/16" s DECORATIVE GRILL D.L. OPG. MAY BE USED O.L. OPG. 37" MAX. � e 1O 000) DOORS LOAD CAPACITY - PSF DOUBLE (XX) 000R DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) _ INT.(-) 1 76' 37" 98" 70.0 _75.0 — GLASS D.L.O. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 11.125" O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 12.813" O.L.O. WIDTH (XX 000RS) _ (FRAME WIDTH - 22.1251/2 NOTE:- — - EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. w 8 5" MAX. HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH 12" MAX. rHSILLLL I• II II 1 I 1 _ w a) F o _I C ====yt X' art/ 11 JL ==--ter 1 1 1 1 1 1 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09-(3 SEC. -GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 32 3/4" 5 m N D.L. OPG. 1(p) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY Engr: JAVAO ANMAD CML FLA / 5 CAN.PE 57308592 ?ROOUCrREVISED r eo nplyInr with Ile Robb boding Accepterwc NNoKra303• J3 6igpkdb• Dote—ffr1l COMP -ANL\W12-O8ECO v 8 i3 2 0 C 0 8 a C A c a v 4, 00 g 0 G J) drawing no. W12-08 sheet 2 of 9 ) DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDEUTES SIDEUTE SIDEUTE WITHOUT FRAME WIDTH FRAME HEIGHT REINFORCING INCHES INCHES EXT.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 81.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 64.1 64.I 37 63.3 63.3 24 63.3 83.3 30 98 57.8 57.8 36 53.1 53.1 37 52.4 52.4 SINGLE SIDEUTE WIDTH • • ••• • • • ••• •. •• • • •• • •• •• • • • . • •• •• •• •• • • • •• • • •• •••• •• • •• • •• • •• •-• • • -• DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE 0R DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE SIDEUTE WITHOUT • WM% • FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING • INCHES INCHES EXr.(+) INT.(-) EXT.(+) WT.(-) 24 70.0 75.0 70.0 ° !.0 • 30 70.0 75.0 70.0 75.0 36 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 7�.t• • 42 61.7 86.1 61.7 66.b 24 70.0 75.0 70.0 75.0 : ta1.1 70.0 75.0 70.0 79.0 36 86 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 61.7 66.1 61.7 66.1 24 70.0 75.0 70.0 75.0 30 92 69.8 69.8 70.0 75.0 36 64.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 63.3 63.3 70.0 75.0 30 98 57.8 57.8 70.0 75.0 36 53.1 53.1 70.0 75.0 37 52.4 52.4 70.0 75.0 SIDELITE WIDTH REINFORCING AS READ. SEE CHART 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH • • • • • • • • •-.i • •• • •• • •• • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.1.0. WIDTH (SIDEUTE) = FRAME WIDTH - 4.438" 03 • 5"• • HEAD/SILL CORNERS 148" MAX • • • ••• • II • CLUSTER OF (4) ANCHORS AT HEAD/SILL TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. I II1I1'i I 12" MAX. HEAD SILL -, • • • • • \ \ / J) 1 -- • • i I 1 - // 'AO '/ = _JI_ / / it / _ II / _ /�2 \ \ \ ` \\\ \ O' rp _ / �/ -' / OP2i0D OR//2 1 S SHEET : DESCRIF D.L OPG/ TESTED FRAME HEIGHT ". • • • 87" • • • • • • • • • • • 1• T - O / I L / I 1 I o \ n \ 1 \\ \ _ 1 i 0 /'to /,/ �/ ___ \ \ \ \ \ 1I„h Ml m LOCK R1 (OPTION SEA FOR / / O / \ -- _I O - _ '.0Y /H/ JL -----ir ===L==_= ' I( ii ii 11 u II n 11 11 O ACTIVE , INACTIVE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED I lI ICI , 1 I 32 3/4" 26 15/16" D.L OPG. D.L. OPG. SIDELITE FRAME WIDTH MAX. SEE CHART AT LEFT 26 15/16" D.L. OPG. 37" LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) 0 03 �0o o PRODUCE REVISED e complying wilts the Florida holding Code Atetptnon No 1 O "T. IL>ykalU• ate -s zo g 1s..g "V ,.,..� �Co•ad MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 S0. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED _ON ASTM.E1300-09-(3_SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr: JAVAD AHMAD CIVIL PE / 70592 AN. 3538 0 4 2015 - f4"u O go. Od a� O N 0. J 8 • J m IJ n ES 1 LAI 8 (i) ,c5.U3 O O� vl 0- Zo 0 O ww J LJ orn - 0 C • 8 8 UPDATED TO 2014 ESC ,. 1 0 0 cc 111 m _drawing no. W12-08 (sheet 3 of 9 9/16" MIN. THROW BOLT PENETRATION 1/2" MIN. - THROW BOLT PENETRATION EDGE DIST. EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING O_ E5 8 EDGE OIST. • •• - • • • • • ••• • • • ••• •• •• • • • •• •• • • • • •• •• • • • • • • • ••• • • • • • • • • • • • • • • • • ¶RCISERLY SitCUKtU• 1BY WOOD BUCK EDGE DIST. ••`a • • • • • • • • • • • • U a w N O •• •• f' • tt • • O • • TYPICAL ANCHORS* • • • SUE ELIWAT1011S • • • • FOR SPACING •• • 2BY WOOD BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 18Y OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO'.(Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) LHRU 18Y BUCKS" INTO- CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) tOIRECTLY_INTO ,CONC. OR MASONRY _-7 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) ¥14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") 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 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. _WOOD AT_HEAD_OR_JAMBS-SG = 0.55 MIN. — — CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING rl MIAMI-DADE COUNTY APPROVED I, CLIPPED MULLION I SEE SEPARATE N.A 11 I Env: JAVAD AHMAD CML PE ! 70592 iN. 3538 0 4 '[U111 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODUC f REVISED se t•I•plyl•p %HA Die Fh. W Welles Code Aettpi •eeNo 1S-0604.13. rafilld•• IIND 'Mao1 lt{_ 16Golll��.ir— �la��ct�<� C••Itat DOOR DETAILS a a 0 -J J N W n K 1- co �r 0 oM n 0'- Z :L 3z?a o 't U : w asi -drawing — W12-08 sheet 4 of 9 ) • . ••• • • • .•. .. .• •. • .• . .. •• . • • • . •• • •. •. • . . •. • • •. •.•. • • • •• .- .- • . • 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX.• TYPICAL ANCHORS• SEE ELEV.�'•' FOR SPACING a ACTIVE LEAF • • . ..• . CONCEALED FLUSH BOLTS LEVERS AT STILE FACE • • . ••. 1 /4" MAX. SHIM • • • • • • •• •• •• • •• • • . • •• e • • • • • • • • • • • •• i•✓ • • • ..1 • • • • •• • EXTERIOR O.L.O. 37" MAX. • LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE 78" MAX. DOUBLE 000R FRAME WIDTH 2 POINT LOCK ASSEMBLY TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS /1 OR p2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 4 POINT LOCK ASSEMBLY INACTIVE LEAF ACTIVE LEAF 1AI. • 1‘... T__�1-�•_ f-"IY�1 �pJ .Y--TT-1-J -- L: �1 r. !!i EXTERIOR DOOR DETAILS Emir: JAVAD AMMO CML FLA. PE ! 70592 AN. 3538 -2015 2BY WOOD BUCK OR C/T WOOD STRIl{{ URE EE NOTE/SHEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUC f REVISED as corplyl•g wit► 14e Florld& brdi.A Cade Aoerpesce No 1S- DLb3.1 EtpleaIFee Dele 120L Aral► PivItirroulstl C••te* O J J FAX (305) 885-5902 Vf drawing no. - W12-08 (sheet 5 of 9 EDGE DIST. . TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • • ••. • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • •• • • ••• •• • •• •- • •• •• • -. • • • • ••• • 1/4" MAX. • SHIM •• •• • • 'ZC• TYPICAL•ANCH0116 IEEE IOR EPAIIIIG•l • • {� w • • ••• • METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • •• • ••© • ••• • • •• • • •• • • • • • • • • • • • • • •• (16P•• • •• ••• •• • • • • • • • • 1 1 /4" MAX. SHIM • ••• •• EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 913" HT. MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. D.L.O. EXTERIOR SIDELITE WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH PRODUC f REV ISEO r euaplyM1 •Itli Ow Florida biding CoN Acceptance No 1S-0 L•3 • i 3 6apicMic. Dstc "s' Tot koj 1BY WOOD BUCK REINFORCING AS REQD. SEE SHEET 3 MAX. UNIT FRAME WIDTH SIDELITE DETAILS 0 CO 0 N a s U drawing no. W12-08 (sheet 6 of 9 • • ••• • • • ••• •• •• • • . . •• •• • • • • •• • • • • • • • • • • ▪ • •• • -• . -• • • .•• • • •• •• • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ♦ • • • • • • •• • • • ITEM N . .•• PART / REQD. DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-16 - 2 • Ef92 • • 4 - FRAME COVER 6063-T6 1 - 1 i tip 4 - DOOR FRAME JAMB 6063-76 - • 4• • F E6i.4 • • - SIDELITE TOP & BOTTOM FRAME • 6063-16 - 4R 11 E4T. : - SIDELITE 9" BOTTOM FRAME 6063-76 - • 5 E605 - SIDELITE FRAME JAMB 6063-T6 - 6 E606 - SIDELJTE SLIP ON JAMB 6063-T6 - 7. L607 • • - LEAF TOP & BOTTOM RAIL 6063-T6 - _ • 7h • • • E6290 - LEAF 9' BOTTOM RAIL 6063-16 - 6 • • : • E608 • • - LEAF W'STRIP ADAPTER 6063-T6 - • 9• •10 • • • • F•609 - LEAF HINGE STILE 6063-T6 - L •• • • • E610 - LEAF LOCK STILE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-T6 - 12 E612 - LEAF ALIGNMENT BRACKET 6063-T6 - 13 E613 - LEAF CLAMP 6063-T6 4-1/4" LONG 13A E613 - HINGE BACK-UP PLATE 6063-16 12" LONG 14 E614 - GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 - 14A E109 - GLAZING BEAD (7/16' LAM. GLASS) 6063-T6 - 15 E615 - GLAZING BEAD (INSUI. GLASS) 6063-T6 - 16 E616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-T6 NOT SHOWN 18 - AS REQD. SIDELITE MULLION REINFORCING 6063-T6 - 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 F81202 - FLUSH BOLT LEVER - SULLNAN & ASSOC. 21 - FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULWAN & ASSOC. 22 #12 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 012 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618-KN-3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E822 - FLUSH BOLT CUP NYLON - 30 DLOIRC - BUCK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLO IWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 #10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ UTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END. DUROMETER 80*5 35 - 2/ IITE SETTING BLOCK. 1/4" X 3/4" X 4" LONG EPDM AT 6' FROM EACH END. DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. Engr: JAVAD AHMAD CML FLA. PE i 70592 -4. -2015-- PRODUC r REVISED •s 8OM1 yl•S •IWORD' Code M Lit Florid► Ast-a •t3 4 aI I:a1d1 LC••hd n N drawing no. -W12-08 c� oW NG` O Ci 6 0 N 0. 0 vg s 8 8 8 sheet 7 of 9 LOCKS; OPTION jl1 • ACTIVE LEAF* 4 POINT LOCK ASSEMBLY DL01-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM 1NACTNE LEAF* 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM ACTNE HINGES• INACTIVE 4, / 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FO-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" 0.C. MAX.) HINGES FASTENED WITH 010 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB ACTIVE 2 • • • • • • • • ••• •• •• • • • •• •• • • • • • • • • • •• • • ••• . • •• • •• • •• • • .•. OPTION 01 • • •• • • • • AGT4 LEAFS • • • • • • • CONVEIITIONAL 4DOOR•LOCKKET YIF LE • • DELTA %90 BY•KWIKSET' I;1CATE=1 39-1/4: FROK BOTTOM KEY Q TF4I.Q EXTEEM.AND jHUMB TUC* ON • INTE THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS 8Y 'SULLVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGIli FRAVoil HEWND SILL MANUALLI ePERA1ED•_EVFFtk•MO Fp (��!! STILE•FACE LOCATED' 10— 'j• FRAM i0P•ANO 1301101.4 • LOCK FASTENED i0 9PILB►Wr1H (t) 8-J2 X 1/2" FSi MS • • • • • • • INACTNEIEAF• • • • • • • • • • • CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 18-32 X 1/2" FH MS • ACTIVE I' �I INACTIVE ACTIVE MROODC 1' REVISED uaot•ply witlDIaFlorida bebibes Cede Aneptsen No 1 S-6tc3• I' sgqytrlw. Date 1. 20 119 M�tOiIAf��C+uo1 COMP -ANL\W12-O8EC0 00 ALUM OUTSWI 8 0 U r0 i 1 DT 0 0 88 v o i - 0 30 n drawing no. W12-08 sheet 7.lof 9 • • ••• •. •• • • • • • • • . • • • • • • ••• • • •• •• • • •• •• • • • • • ••• • • • • • • • • • r_1.750-1 I • • • 1 • • • • �^-.519 / • • 8 --1 r-.394 I I ��.130 AL-FAROOQ CORPORATION a ENGINEERS de PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL. (305) 2641100 FAX (306) 262 3978 COMP—ANL \W12-08ECO ) 4.000 .078 4.031 .078 4.750 • ••• •• .8=: 45 :: h .803 • : . 5I .80i 3 .045 .625 �� DOOR FRAME 0 L 2.062--J HEAD/SILL 1.625 I ---11L.. 4 ; •� • • 1.04d• ••• ••• to GLAZING BEAD • • W1i GLA96 • • • • • ' • • • Ci GLAZING • •7/1.6a - • 1.0�7 F� BEAD CLASS 9 -�i 8 GLAZING INSUL. 1.172 I� BEAD GLASS . - • • • • • •• • • • 1..07 • • • • 0 LEAF TOP/BOTTOM - .1 1507- RAIL j�-4.000 •• • a • 1 1 •• 4.781 - - .078 1.625 3.719 . ..-.078 4.719 .078 1.750 i 1.507 8.250 1.500 SERIES 600 ALUM OUTSWING ENTRANCE DOOR (LM.I.)] ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 I 7.531 I 312 l'J 4.000 LEAF HINGE STILE LEAF 062 W'STRIP ADAPTER ?ROOM rREV1ntr �n$Cwith the--F{''e--rlssia'' Acceple•ce NUJ al:1W. We • Z ��i.. 0 SIDELITE 11 - 1.507-�I 1.7so TOP & BOTTOM FRAME 5.344 4.000 "I I .\\.w i -- 2.081 1'7� 7 .094 IS IC L_1.750-1 .312 .442 078 329 7A 9" BOTTOM RAIL 12 1.584 1O o78 LEAF LOCK STILE I L1.812-.1I � J FRAME COVER 1.5071 LEAF ALIGNMENT BRACKET 750� c 1 0 n m 9 N m 2 9 1' .281 5.344 .078 -.{ 375 .050 .154 is SNAP COVER . .687 �� 1.197 II F� 1.507 1.750 2.081 3.719 .078 1.574 .125 3.781 .125 . 0HINGEL 11LEAF 4.000 ASTRAGAL STILE AEAF CK-UPPPLATE 8.281 9 000 I -1 1.25--I r- --.719 0a' SIDELITE MULLION REINFORCING n • a ry '�0 o s o c S j -1.500� --.625 1.500 e-.719 E 2 < m 0 4.000 - .078-.- - - - 2.097I f - - 4.000 .078 c^ n 7 o 1 \n i 0 o` 1. - 1.625 4.188 Engr. JAVAD NIMAS CIVIL MCAN. 5730592 - - - 1.507 .078 - \ D 01, 201) droving _no._ W12-08 � O 000R FRAME JAMB 4.000� /� Cs) SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME � CO SIDELITE SLIP ON JAMB e (sheet 8 of 9 ) DOOR FRAME CORNER • • .•• • • • ••• •• •• • • • •• .. • • • • • •• • •• •• . •• • • • •• • •.. • • • • • • • . 4 - 0 --- • • • • • •• • ••• •• •• •• • •• • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• • •• • • • ••----" • • • • • ✓• • •�. . • • •• • • • • SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER Engr: JAVAD MiMAD ML flA. / 70592 C.A.N. 3538 2015 PRODUcrREVISED s eo.p¢1y Moo lb. itor d Wilke Colo AcatfitarigeN•4f.2%, I; I�IfF Cw1rd (4414u 8 n m • 0 S S 0 c drawing no. W12-08 sheet 9 of 9 ) ,ft � p' kti NOTICE OF ACCEPTANCE (NOA) {Lawson Industries, Inc. 8501 NW 90 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida puilding Code, including the High Velocity Hurricane Zone.- • DEPARTMENT OF REGULATORY AND ECONOMIG'RESOURCE$`RE v'` BOARD AND CODE ADMINISTRATION DIVISIOl! )"t Fa' MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy DESCRIPTION: Series "HS-8700 (Flange -Frame)" Aluminum Horizontal Sliding -Windt M,,.M.I. • • • • • • APPROVAL DOCUMENT: Drawing No. L8700-0901, titled "HS-8700 Horizopaglivlling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C, dated.02/10/17,. prepared by • • •; manufacturer, and signed and sealed by Thomas J. Sotos, P.E., bearing the Mi uii•D'ade CUM; Product• • • . Control Revision stamp with the Notice of Acceptance number and expiration. dates by the. Mani -Dade. : • • County Product Control Section. •• •• M• • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • •• • • LABELING: Each unit shall bear a permanent label with the manufacturer's •name or logo cl , state, series, and following statement: "Miami -Dade County Product Control Approved unless other y isr noted herein. • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.14 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 4Pli f-NOA No. 17-0222.147 Expiration Date: April 11, 20227 Approval Date ~April 13, 2017 Page 1 _&—Qnsz 604i-e1)4$!$ 6114eriiie La a_ r96o4)��] _] q° 'v» ooU (+Ptea.J L0z• L Fhb - Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 02-0227.05) 2. Drawing No. L8700-0901, titled "HS-8700 Horizontal Rolling Flange Impact Window", sheets 1 through 10 of 10, dated 05/30/09, with revision C dated 02/10/17, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3049 and . HETI-10-3051, dated 03/23/11, signed and sealed by Candido F. Font, P.E. • • (Submitted under NOA No. 11-0705.10) • • k •2. ' Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 "a!& g with marked -up drawings and installation diagram of 8 specimens of an • • ▪ •N yminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) ▪ '.configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. • • • •• •• • : • fjEWI-10-3047, HETI-10-3053, HETI-10-3057, HETI-10-3130, HETI-10-3223 and • • •'"' • HET-10-3225, dated 03/23/11, signed and sealed by Candido F. Font, P.E. • ('u ,milted under NOA No. 11-0705.10) • •.3. . Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • • • •.. •• '..' 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX (1/4-1/2-1/4 and 1/3-1/3-1/3) configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3048, HETI-10-3049I, dated 11/09/10, HETI-10-3050, HETI-10-3052B, HETI-10-3056, HETI-10-3131, HETI-10-3224 and HETI-10-3226, dated 03/23/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, XOX configuration, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3251, dated 04/25/11, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 11-0705.10) 1 Perez, P.E. Product Con o1 Examiner NOA No. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: Apri113, 2017 E - 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of 8 specimens of an aluminum horizontal sliding window, XO configuration, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2033, HETI-08-2034, HETI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A and HETI-08-2116B, dated 02/28/08, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 09-0706.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC TAS 202-94 . 4) Large Missile Impact Test per 113C, TAS 1 94 • 5) Cyclic Wind Pressure Loading per FBC; TA'3 20'3-94 • • • 6) Forced Entry Test, per FBC 2411 3.2.1, TASs(12-94 • along with marked -up drawings and installation diagram of 8 spgctmens of an • aluminum horizontal sliding window, XO configuration, prepa>;ad b,' Fenagft tibn • Testing Laboratory, Inc., Test Reports No. FTL-3097, FTL-309ft ap.d FTJ 364, • dated 12/06/01, 12/11/01 and 01/28/02, respectively, all signeg'at2d sealed by Liiis Antonio Figueredo, P.E. : • : . • (Submitted under NOA No. 02-0227.05) . C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Lawson Industries, Inc., dated 05/28/09, revised on 07/10 and updated on 01/25/12, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interla yers" dated 06/25// 66, expiring on 07/04/18. E - 2 Ma el rez, P.E. Product C ntro xaminer NOA o. 17-0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with the FBC 5th Edition (2014), dated February 16, 2017, issued, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated 05/20/10, signed and sealed by Thomas J. Sotos, P.E. (Submitted under NOA No. 12-0127.08) 3. Laboratory compliance letter for Test Reports No. HETI-10-3047, HETI-10-3048, HETI-10-3049, HETI-10-30491, HETI-10-3050, HETI-10-3051, HETI-10-3052B, HETI-10-3053, HETI-10-3056, HETI-10-3057, HETI-10-3130, HETI-10-3131, HETI-10-3223,11ETI-10-3224, HET-10-3225 and HETI-10-3226, all issued by Hurricane Engineering & Testing, Inc., dated 11/09/10, 03/23/11 and 04/25/11, signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0705.10) 4. Laboratory compliance letter for Test Report No. HETI-10-3251, issued by Hurricane Engineering & Testing, Inc., dated 04/25/11, signed and sealed by Rafael E. Droz- Seda, P.E. • • • • (Su mitted under NOA No. 11-0705.10) . • •' 5. ' L'atboratory compliance letter for Test Reports No. HETI-08-2033, HETI-08-2034, •;; fl rI-08-2035, HETI-08-2036, HETI-08-2037, HETI-08-2038, HETI-08-2116A • • • . . ▪ . siii1 HETI-08-2116B, issued by Hurricane Engineering & Testing, Inc., dated • • • 414 5/08 through 02/28/08, all signed and sealed by Candido F. Font, P.E. • • • • • • • • • tibmitted under NOA No. 09-0706.05) . ' •"•6. •�' LaVoratory compliance letter for Test Reports No. FTL-3097, FTL-3098 and • . • • ;. V. -3364, all issued by•Fenestration Testing Laboratory, Inc., dated 12/06/01, . . .12/11/01 and 01/28/02, all signed and sealed by Luis Antonio Figueredo, P.E. • . • • • (Submitted under NOA No. 02-0227.05) • G: OTHERS 1. Notice of Acceptance No. 14-0908.14, issued to Lawson Industries, Inc. for their Series "HS-8700 (Flange -Frame) Aluminum Horizontal Sliding Window - LM.I." approved on 11/13/14 and expiring on 04/11/17. ...'r Manuel Perdz, P.E. Product Co roi Ehminer NOA -0222.14 Expiration Date: April 11, 2022 Approval Date: April 13, 2017 E-3 • • ••. •• •• • • • • • • • • ••- • • • • • • ••. • • • .•• •• • •• •• • • •• . • • • •• ••• •• • •• • . •• •• • • •• •• • • • • • Om /; %/ // /// / , pO// 0 al i Om \\ \\ O \\" 00 \\ \\• O — NOTE: L OX 3 L.. XO ,J i) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS A. Al. B. & Br REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS C. D. & E" REFER TO SHEET #4 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. \\\ O J \\ \\`— O CD //� // 1 XOX -Equal Lite (1/3-1/3-1/3) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B. & B1" REFER TO SHEET ,y3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E" REFER TO SHEET #5 4) REFER TO SHEET 6 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. // ,// 0 // ,// , ,// // , 0 CD XOX - Un-Equal Lite (1/4-1/2-1/4) NOTES: 1) REFER TO SHEET 2 OF 10 FOR INSTALLATION ANCHOR DETAILS AND NOTES. 2) FOR VERTICAL CROSS-SECTION DETAILS "A, Al. B, & BI" REFER TO SHEET #3 3) FOR HORIZONTAL CROSS-SECTION DETAILS "D, & E. REFER TO SHEET #5 4) REFER TO SHEET 7 OF 10 FOR DESIGN LOAD CHARTS AND NOTES. SERIES-8700 HORIZONTAL SLIDING IMPACT WINDOW APPROVED ELEVATIONS • • •• •• • • • • • • • • • • • • • • Ga feral A%tes: . • • •• • • • •• • • • • • • • • • • 1.) 'PHIS, WINDOWSYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE • • • • REQ 7 R E WES Of THE 2014 FLORIDA BUILDING CODE 5th Edition, INCLUDING H H VELD 11P 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 • ESISTS THE SUnRIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS • • e goi itt.C.• R TO BE REVIEWED BY BUILDING OFFICIAL. • a) 1NCWORC•SHOWN•ON SHEET 2 OF 10 ARE AS PER TEST UNITS. ANCHORS ON RIa WINDOW SIZES•ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER •• • • • •C:, •AS•Tp!ULATED ON SHEETS 6, 7, or 8. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7, or 8), AND FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEREIN (SEE SHEETS #6, 7 or 8). 8.) WINDOWS WITH GLASS TYPES "A, C, OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE L.G. EXTERIOR LITE SHALL BE TEMPERED. 7.) SEE SHEET 4 FOR LOCK DETAILS & OPTIONS. 8.) SEE SHEET 9 FOR GLASS TYPES. 9.) SEE SHEET 6 FOR DESIGN PRESSURES ON "XO or OX" WINDOWS. 10.) SEE SHEET 7 FOR DESIGN PRESSURES ON EQUAL-LITE "XOX" WINDOWS. 11.) SEE SHEET 8 FOR DESIGN PRESSURES ON UN -EQUAL LITE 'XOX" WINDOWS. 12.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 3, 4, or 9. 13.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 14.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET #3, 4 & 5 FOR DETAILS & NOTES) WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2014 FBC CHAPTER 24 SECTION 11.3.3.3. 15.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS. 16.) SEE SHEET /1 5 FOR MULLION/METAL ATTACHMENT DETAILS. NOTES & OPTIONS. 17.) MULLING HORIZONTAL SLIDING WINDOWS WITH OTHER TYPES OF MIAMI-DADE COUNTY APPROVED WINDOWS USING A MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN ARE ACCEPTABLE BUT THE LOWER DESIGN PRESSURE FROM THE WINDOWS OR MULLION APPROVAL WILL APPLY TO THE ENTIRE MULLED SYSTEM. 16.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE PAINTED OR PLATED AND SHALL MEET SECTION 2003.6.4 OF THE 2014 FLORIDA BLDG. CODE. PRODUCT REVISED us complying with the Florida Building Code /► Axeplance No ! / 7A� .• 0? a. 'ration Otte `•(•le�"I ?(, /422 By N4i !TY ALUMINUM WINDOWS AND CLASS DOORS MANUFACTURER OF QUA O O i` m In E 0 14 z m U 6 N z 0 a 14 Lil m 0 0 1 00 1 0 0 1 1 rc O rc 0 �o z 1 O Z 1 1 • • ••• • • • ••• • •• • • • • •• •• • • • • •• •• • • • • •• • • -• •• •••• •• • ••_ • • •• •• • •• •• • • •• • • • • •• •• • • • • • TEST UNIT SIZE: 111 X 63- # INSTALLATION FASTENERS (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE 70.0) (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE 83 & N4.+ TEST UNIT SIZE: 111" X 63" INSTALLATION FASTENERS # (A) 10 AT FRAME HEAD (14 AT FRAME HEAD IF DP ABOVE 70.0) (B) 10 AT EA. FRAME SILL (14 AT FRAME SILL IF DP ABOVE' 70.0) (C) 5 AT EA. FRAME JAMB *SEE GENERAL NOTE #3 & #4. 11 HAVE.. 85 3/8' OVERALL FRAME WIDTH 84 3/8• INTERIOR FRAME WIDTH TWO ADDITIONAL ANCHORS REQ REQUIRED AT MEETING RAILS FOR UNITS VITH DP ABOVE ./- 70PSF (4 TOTAL) L.. ANCHOR NOTES: Ma x. 0.L.O. Width Mo,<( 0.L.0 olh • a 1 // • /// = 24 3/8 ® // u /// o O CO 1, 24 3/ __ _-/ _-_ co --- iF ' I. SAME ANCHOR SPAC NG AT HEAD l SILL 2. TVO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS WITH DP ABOVE •70PSF / - 75PSF (4 TOTAL) "XOX" WINDOW EQUAL LITE REEEi: VERTICAL CROSS-SECTION OETAILS 'A. A1, B, L BI' AT SHEET /3 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D. 1 E' AT SHEET *5 111' OVERALL FRAME WIDTH 110' INTERIOR FRAME WIDTH O TWO ADDITIONAL ANCHORS REQUIRED AT MEETING RAILS FOR UNITS VITN DP ABOVE •/- 70PSF (d TOTAL) r (NAX.12' o.cy.l EXT. L INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. TAT UNIT silt: 74' X e3" RAFALIA*ON FASTENLE# • (Af 6 ATS'IE4ME READ • 148 AT*RAIE HEAD BD (B► 8 AT4EA. *RARE SILS • QBBAT FARE SILL REP (C) 5 AT EA. FRAME JAMB •SEE GENERAL NOTE /3 I• (TYPICAL CORN.t1) • • • • • • •••1 *3 1114. •C. • • •1 • 1/4. OZ. 131/4. D.C. 13 1/4' D.C. • • • • • • • • • • 4 • MCI. 0.L.O. Wi4)h 1. MO D.L.O. 'idth // /// / ,// / V B = 24 3/8". n O// 11 /// r S // , OJ C) B1 J'f_ ;s 33 I/8 N ___ n a 0 -__ = J OJ --- I ANCHOR NOTES: L SAME ANCHOR SPAC NG AT HEAD L SILL\ 2. TVO ADDITIONAL ANCHORS REQlIREO AT f i I i �ORNERS) 13 VI' QC. 13 I/O. OG. 13 I/4. O.C. 131�/J1_' OC. EXT. L INT. FALSE COLONIAL MUNTINS ARE APPLIED V/SILICONE AND ARE AVAILABLE MEETING RAILS FOR UNITS VITM DP AS OPTIONAL. ABOVE .70PSF / - 75PSF (4 TOTAL) "XOX" WINDOW - UN -EQUAL LITE NOTE$. 1. SEE VERTICAL CROSS-SECTION. DETAILS 'A. Al. B. 1 BI' AT SHEET 13 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C, D. L E' AT SHEET 15 • • • • • P ABOVE 70.0 • 1ABBVE 70.0) & /4. 74' OVERALL FRAME WIDTH -T 5 ALL ( ) 73' O ((MAY 40:� I INTERIOR FRAME WIDTH TVO ADDITIONAL ANCHORS — REQUIRED AT MEETING RAILS ®` FOR UNITS WITH DP ABOVE /- 7QPSF'(4 TOTAL) 4 1/2' `'i:- r--,,- — I I I(MAL D.C.) 5' 1 O„ c Mow.Fiwea O.L.Ii. Height '= 57 9/16" s I 13 1/4' --I- 13 I/1• -. to n 62' INTERIOR FRAME I n_ , , , : // " tl1/4' • //o_ / / / ' V > s 0 CO 13 1/4' 1_1 r I 1i IJ 0.C. U.C. O.c. U.E. 1. SAME ARCH R SPACING AT HEAD L SIL\ / \ EXT. L INC. FALSE OLONIAL 2. TVO ADDITIONAL ANCHORS REQUIRED MUNTINS ARE APPL [F`D V/ V/ SILICONE AND ARE ANCHOR NOTES. AT MEETING RAILS FOR UNITS WITH AVAILABLE AS OPTIONAL. DP ABOVE /- 70PSF (4 TOTAL> ;'XO" WINDOW EQUAL'LITE' NOTES ( "OX" REVERSED ) — 1. SEE VERTICAL CROSS-SECTION DETAILS 'A. Al, B. 1 BI' AT SHEET 13 2. SEE HORIZONTAL CROSS-SECTION DETAILS 'C. D. 1 E. A SHEET tld SERIES-8700 HORIZONTAL SLIDING WINDOW FLANGE FRAME ELEVATIONS - L.M.I. PRODUCT REVISED 0eamplying with the Florida Buiidi(Ig Code �ytl AA40 laece Np .F 4022 RApirution Date By Mitten z 47 ENERAL NOTES ELEVATIONS. AND a 1i O. 0 = a O 0 Tn x y 0 ?59 1 N i 1 • • ••• • • • ••• •• •• • • •• • •• •• • • • • •• • •• •• •• •• • •_ • •_ •.• . • •• • • • •• • • • • • • ••• -• •• •• • • ••• 1/4" TAPCDN W/ L I/4 MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET k2 FOR MAX. FASTENER SPACING) I I/8" MW..h. EDGE DISTANCE. a. a rr / ° a ° EXTERIOR GRADE PERIMETER CAULKING EXTERIOR EXTERIOR GRADE PERIMETER CAULKING '1 a ° a o 4 4 I I/4" MIN. EMBEDMENT • • I ALL WOOD BUCKS ENGINEERSIO•SEPARATELY 6 TO BE REVIEWED BY BLDG. OPFICIALKTTN* 2. WOOD BUCK AND FRAMING (NO BY L WSON INDUSTRIES) MUST SUSTAIN LOO IN WI BY. THE GLAZING SYSTEM a I 1/ 4' MIN. ° IIaEMBEDMENT, 4 tI to "o ° a• d• d o .o • •• •• • • •• • • • • • • ••• • • ad •• • • • •• ••• a d 1/4' MAX. SHIM SPACE (TYP.) • STUCCO OVER METAL LATH NAILED TO E110812IOR GRADE PLYWOOD SHEATHING TO ! SPECIFIED BY ARCHITECT OR G.C. (F)ZTERIOR FINISH BY OTHERS) IJT BY LAWSON NDUSTRIES, INC. • • • • • • • • • • • • • • • •• • • • • • ••• •• EXT. GRADE PERIMETER CAULKING NOT BY "LAWSON INDUSTRIES", TO BE APPLIED BY OTHERS (TYP.) CLEAR SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS 1/41 MAX. SHIM SPACE (TYP.) as EXTERIOR ALTERNATE DETAIL IN ID SILL RISER - OPTIONAL APPLIED WITH SILICONE SEE DP CHARTS ON SHEETS 114, k5, 8 k6. ° •1 I/4 MIN. EMBEDMENT a d 1/4" MAX. SHIM SPACE <IYP.) OPTIONAL SILL INSTALLATION DETAIL AT "XO or OX" k14 S.M.S. W/ 1 1/4" MIN. EMBEDMENT INTO WOOD (SEE ELEVATION AT SHEET k2 FOR MAX. FASTENER SPACING) 1/4' MAX. SHIM SPACE CTYP.) INTERIOR WOOD FRAME INSTALLATION DETAIL WINDOW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY \WINDOW INSTALLER (T VP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE. BUCK OR MASONRY IS LESS THAN 1/EC, SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE k12 SMS OR WD. SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., WITH A MINIMUM OF L 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) PRODUCT REVISED os complying with the Florida Tinilding Code Acceptance No t ,f!apiratioo Date 4�y Cade Rod• * RAW OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS HORIZONTAL CROSS SECTION & INSTALLATION WINDOW VERTICAL • 1 0 w 0 0 0 9 1 1 1 z 1 1 1 • • ••• • • • ••• •. •. • • .• • •• •• • • • . . •. •• •. • • • . • • • . too*._ • . • • • . • . • • . • • • •.. . . . . ... 2X WOOD BUCKS BY OTHERS (TYP.) INTERIOR FINISH (BY OTHERS) 1414 S.M.S. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1. ALt OD BUCKS ENGINEERED SEPARATELY • • • • • . • • • • & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) • . • . • • • • • • 2. WOOD BUCK AND FRAMING (NOT BY LAWSON • • • • • • • • • INDUSTRIES) MUST SUSTAIN LOADS IMPOSED • • • • • • • BY THE GLAZING SYSTEM • • • • • • • ••• ••• ••• • ••• • 1' MIN. EDGE DISTANCE 2X 1 1/4' EM MIN. ENT EXTERIOR WALL FINISH BY OTHERS (TYP.) ««« EE((((( <-(<<« ( i« <((<(<(<((!</!««/441 1111111.K «<11 STUCCO OVER METAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. 1/4' MAX. SHIM SPACE (TYP.) q EXT. GRADE PERIMETER CAULKING NOT BY 'LAWSON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP) LAMINATED GLASS• • • •. • •. LOCK (LATCH AND SWEEP) OPTIONS 1. BOTH EXTRUDED ALUMINUM AND PLASTIC LIFT HANDLE LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 2. BOTH DIE CAST AND NYLON CAM LOCKS ARE QUALIFIED FOR USE ON ALL WINDOWS. 3. TWO (2) LOCKS ARE REQUIRED PER EACH VENT. * •• SS1•ICONN.H S1 E � � � • • • BEDBdNCC CIOMPIUNO • • • • • • • ••IN'YERIOiI • • • • • • • • • EXTERIOR 73' MAX. VINDDW FRAME BUCK WIDTH et 1/4' MAX. SHIM SPACE (TYP.) EXT. GRADE CAULK 74' MAX. WINDOW FRAME FLANGE WIDTH a .PT. WORD BUCKS a 1/4' TAPCON W/ 1 l/4' MIN. EMBEDMENT IN TO CONC. (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) a 1 1/4' MIN. EMBEDMENT I 1/8' MIN. ° EDGE DISTANCE a "XO" WINDOW EQUAL LITE ( "OX" REVERSED ) WIND.QW INSTALLATION NOTES: 1. THE WINDOW FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED ,/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK 0R MASONRY 1S LESS THAN 1/8". SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE 012 SMS OR WD. SCREWS INTO WOOD, OR L '1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONCH l WITH'A'MINIMUM'DF 1'1/4' PENETRATION INTO VOOD,OR'' 4 •CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED)_ PRODUCT REVISED as complying wAN.Ih Flaida Building Code Acceptance No 0>cpiratpn Vete z cip oa MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS d O 6 Ca z_ 'r O F z CC a. O O CO 43 co x 0, re HORIZONTAL ROLLING FLANGE IMPACT 1 3 0 0 0 S 1 1 1 g 'B' - Revised dote for the FBC-20I4 ao Sao ao 9 1 0 z 1 • • ••• • • • ••• •• •• • • •• • •• •• • • • • •• •• •• • • • •• • • • -• •• •••• •• • _•_ • • •• •• • • • • •• • ••• • •• •• '• • • • 4 12 X I 3/4- S.M.S. 1 1/4' MIN. WOOD EMBED (SEE ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) 1/4• MAX. — SHIM SPACE (TYP.) 1/4' IN. MBE DM T EXT. GRADE CAULK WINDOW INSTALLATION NOTES' CLEAR SILICONE ADHESIVE 34 BEDDING COMPOUND 1. THE VINDOV FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER (TYP.) 2. THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE e12 SMS OR WD. SCREWS INTO WOOD, 0R 1/4' TAPCONS or APPROVED CONC. FASTENERS INTO CONC., ViTH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD DR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) • • •• • • • • •• •• •• • •• • • • • • •• • • • • • • • • • • - • • • • • • • • • • • • • • • • • • • • • LAMINATED GLASS EXTERIOR •• • • • •• ••• •• • • • • • • • • •• _ • • • • •• • • WINDOW FRAME BUCK WIDTH WINDOW FRAME FLANGE WIDTH "XOX" WINDOW EQUAL AND UN —EQUAL LITE 1/4' MAX. SHIM SPACE (TYP.) EXT. GRADE CAULK 0 O [i F PT. WOOD BUCKS e m C 2 O DI C. 3 z n a0 (7 O one 1 F s yob V Qi p o�� C1 6 n id O L w b ...J 2 O 2 6 o c O o co X 0. Z Ls C... A a C7 a a)d o 1 1/4- MIN. EMBEDMENT s o 4 Y iL a o 1 1/8' MIN. . EDGE DISTANCE V O } a Z i cx 3i Cr)4. w w x Q z co 2) i (r I m ( m 11 s x U 1/4' TAPCON W/ 1 1/4' MIN. EMBEDMENT INTO CONC. . (SEE .ELEVATION AT SHEET 42 FOR MAX. FASTENER SPACING) a imA t41t'b114451):14G520E444, PRODUCT REVISED on complying with the Rotas tiuilde)g Code Accepueoe NO 'ration Date L8700-0901 •. •. • • • • • • • • ..• • • . ••. • • •• • .• •• • • • • •• • . • •• • • •••_ • . ••_ • •• • • •• • • • • • •• • •• . ••. WINDOW WIDTH HEIGHT 24 24 Jamb Anchors 3 H & S Anchors 3 M DESIGN LOAD CAPAFITY (PSF) OX or XONINDOWS • • • • • .+/-.Pressures • ,Glass Type "A" (* 2) . Glass Type "B" (* 2); Glass 1'ype;C" C24 ' Glass Tvp"e "D" (* 2) +-Psf -I psf " + psf I - psf I • - %r 65.0 65:0 , 65.0 65.0 70.0 70.0 A1.si : I - Psi Glass Type "E' (* 3) I Glass Type "F" (* 3) + psf I - Psf I + Psf - Psf 70.0 70.0 80.0 80.0 80.0 80.0 36 24 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 72 24 24 24 24 36 3 3 3 3 6 6 6 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 •_. 740 • . 70$ •. 70 : s •�70.0.. • 7040 •� 70.0•• • . J0A " 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36 36 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70,0 70.0 80.0 80.0 80.0 80.0 60 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 36 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 24 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 36 48 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 48 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 72 24 48 60 4 5 6 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 36 60 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 48 60 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 60 72 60 60 5 5 6 6 65.0 65.0 65.0 65.0 65.0 65:0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 26 3 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 26 3 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 26 26.5 38.375 3 4 6 4 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 37 38.375 4 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 38.375 4 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 74 38.375 4 8 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 50.625 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 50.625 74 50.625 5 5 6 8 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 26.5 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 37 58 5 4 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 53.125 58 5 6 65.0 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 74 58 5 8 65.0 65.0 65.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 26.5 37 r 53.125 74 63 63 63 6 6 6 4 4 8 65.0 65.0 .65.0 65.0 65.0 65.0 65.0 65.0 1.) SEE SHEET FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WIN-DOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES *A. B. C, & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL. ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 65.0 65.0 65.0 65.0 70.0 70.0 70.0 65.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 • 70.0 70.0 70.0 as complying with Building Code Explyation Pi* • 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 SILL RISER - OPTIONAL APPLIED WITH SILICONE FOR DP ABOVE +70.0 PSF c.s.) cif) 6.4 OV I EC: 4r tO o co eta FLANGE IMPACT WINDOW 0 0 0 CO Crl DESIGN LOAD CHART WITH ff • • ••• • • • ••• •• •• • • •• • •• •• • • • •• •• •• •• • • • •• • • • -• •• •••• •• • •• • • •• •• •• •• •• • • • ••• • •• •• • • • • • FRAME SIZE I #Jamb WIDTH HEIGHT Anchors 60 72 84 96 106 24 24 24 24 24 3 3 3 3 3 #H8:S Anchors 7 7 8 10 11 Glass Type "B" (' 2) +psf - psf 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 DESIGN LOAD CAPACITY (PSF) - XOX WINDOWS with Un-Equal Lite (1/4-1/2-1/4) ai • . +f- press • s 03ga • 80.0 80.0 80.0 80.0 80.0 • • 80.0 80.0 80.0•' 80.0 • 60 72 36 36 3 3 7 7 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0• • 65.0 65.0 75.0 65.0 75.0 65.0 6:.0_ • !75,0 ! • ,68.0 • S . 0 • • •75•0 • 66.0 : o; : i .0 ; 65.jI • 6S.0 • •7510 • • 61.0 75.0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 G lass Type "'G" (' 2) + psf J - psf 65.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 84 96 108 36 36 36 3 3 3 8 10 11 70.0 70.0 75.0 75.0 70.0 70.0 52.0 75.0 75.0 52.0 65.0 65.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 60 72 84 48 48 48 4 4 4 7 7 8 70.0 70.0 75.0 75.0 70.0 70.0 52.0 75.0 75.0 52.0 65.0 75.0 65.0 65.0 75.0 65.0 65.0 75.0 65.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 96 108 60 72 84 96 108 74 74 48 48 60 60 60 60 60 26 38.375 4 4 5 5 5 5 5 3 3 10 11 7 7 8 10 11 7 7 80.0 80.0 80.0 80.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 ' 80.0 80.0 52.0 52.0 52.0 52.0 52.0 52:0 52:0 80:0 8010 65.0 75.0 65.0 75.0 65.0 75.0 65.0 65.0 65.0 65.0 75.0 65.0 65.0 75.0 65.0 65.0 65.0 75.0 65.0 65.0 75,0 • 65.0 65.0 75.0 65.0 75.0 75.0 75.0 75.0 75:0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 • 52.0 65.0 65.0 65.0 65.0 65 0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74 74 74 50.625 58 63 4 5 5 7 7 7 70.0 75.0 70.0 52.0 -52.0 75.0 52:0 52.0 65.0 65.0 65.0 75.0 65.0 75.0 65.0 75.0 65.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 79.5 79.5 26 38.375 3 4 9 9 52.0 52.0 52.0 52.0 65.0 65.0 75:0 65.0 75.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 79.5 50.625 4 9 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 79.5 79.5 58 63 5 5 9 9 52.0 52.0 52.0 52.0 65.0 65.0 75.0 65.0 75.0 65.0 75.0 75.0 52.0 52:0 52.0 52.0 65 0 65.0 75.0 75.0 106.25 26 3 11 52.0 52.0 65.0 75.0 65.0 75.0 52.0 52.0 65.0 75.0 106.25 106.25 38.375 50.625 4 4 11 11 52.0 52.0 52.0 52.0 65.0 65.0 75.0 65.0 75.0 65.0 75.0 75.0 52.0 52.0 52.0 52.0 65.0 65.0 75.0 75.0 106.25 106.25 111 58 63 26 5 5 3 11 11 11 52.0 52.0 52.0 52.0 52.0 52.0 65.0 75.0 65.0 65.0 65.0 75.0 65.0 75.0 65.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 65.0 65.0 65.0 75.0 75.0 75.0 111 111 111 111 Notes 38.375 50.625 58 63 4 4 5 5 11 11 11 11 52.0 52.0 52.0 52.0 #): 1) SEE SHEET 9 FOR GLAZING TYPES, DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES A. 8, C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH CLASS TYPES "E, & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITII GLASS TYPES A. C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED. 52.0 52.0 52.0 52.0 65.0 65.0 75.0 65.0 75.0 65.0 65.0 75.0 65.0 75.0 65.0 65 0 // i// ,// , // i/4 ,// , // i/1 ,//., XOX - Un-Equal Litt 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 PRODUCT lil Prams complying wish goo Flnida Wain; Code ccepcame Mo / -ration Date 52.0 52.0 52.0 52.0 65.0 65.0 65.0 65.0 75.0 75.0 75.0 75.0 SILL RISER - OPTIONAL APPLIED WITH SIL 1CONE FOR DP ABOVE +70.0 PSF 0 tO CD Ca Cr CC ki 0 or Ca oI F. CO -65 cn TOLLING • • •.. • • • ••• .. •. . • .• • •• •• • • • . • •. •. •• •. • • • •. • . •. • ... •. . •• • • •• •• • •• • • • • ... • • . • . . • • • FRAME SIZE WIDTH 60 72 84 HEIGHT 24 24 24 # Jamb Anchors 3 3 3 #H&S Anchors 7 9 9 Glass Type "B" (* 2) + psf 80.0 80.0 80.0 -psf 80.0 80.0 80.0 DESIGN LOAD CAPACITY fPSF) j(OX W1ND2KS with Equal Lite (1/3-1/3-1/3) • • • • • +y - PreSSQNeS (psf' Glass Type "C" 1* 2) Glass T " @" .(* 2) + psf - psi. 1 • •+ psf• -psf 80.0 80.0 80.0 80.0 80.0 -• 80.0• 65.0 65.0 J4-- •650• 75.0 Glaser:Type "E" (* 3) • •+ psf 75.0 .-.-• • *750• 65.0 6 65.0 - psf 75.0 75.0 75.0 Glass Type "F" (* 3) + psf 52.0 52.0 52.0 - psf 52.0 52.0 52.0 60 72 84 60 72 84 60 72 84 • 53.125 53:125 53.125 53.125 53.125 74 74 74 74 74 79.5 79.5 79.5 79.5 79.5 84 84 84 84 84 36 36 36 48 48 48 60 60 60 26 38.375 50.625 58 63 26 38.375 50.625 58 63 26 38.375 50.625 58 63 26 38.375 50.625 58 63 3 3 3 4 4 4 5 5 5 3 4 4 5 5 3 4 4 5 5 3 4 4 5 5 3 4 4 5 5 7 9 9 7 9 9 7 9 9 6 6 6 6 6 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 70.0 70.0 80.0 80.0 70.0 80.0 80.0 70.0 70.0 70.0 75.0 75.0 80.0 80.0 .75.0 80.0 80.0 75.0 75.0 75.0 70.0 70.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 80.0 80.0 70.0 52.0 52.0 80.0 52.0 52.0 52.0 52.0 80.0 52.0 52.0 52.0 52.0 70.0 52.0 52.0 52.0 52.0 Notes (*1: 1.) SEE SHEET 9 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. 2.) STANDARD SILL USED ON WINDOWS WITH +70.0 DP AND BELOW (WINDOWS WITH GLASS TYPES "A. B. C. & D") 3.) SILL WITH RISER ADAPTER ARE FOR WINDOWS ABOVE +70.0 DP (WINDOWS WITH GLASS TYPES "E. & F") AND +80.0 DP MAX. ADDITIONAL ANCHORS REQUIRED AT FRAME HEAD & SILL ON WINDOWS WITH DP ABOVE 70.0. (SEE ELEVATION AT SHEET 2 OF 10) 4.) WINDOWS WITH GLASS TYPES "A, C. OR G" INSTALLED ABOVE 30FT. IN THE HVHZ, THE I.C. EXTERIOR LITE SHALL BE TEMPERED. ' 75.0 75.0• • 52.0 52.0 52.0 52.0 52.0 52.0 52.0 80.0 80.0 75.0 52:0 52.0 80.0 52.0 . 52.0 52:0 52.0 80.0 52.0 52.0 52.0 52.0 75.0 52.0 52.0 52.0 52.0 • •650• 1 • •65e0 • 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 • 46.0 • • q5a •• 75.0 75.0 75.0 75.0 75.0 75.0 75;0 75.0 75.0 75.0 75:0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 65. Q • 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 XOX -Equal LaLe 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75:0 75.0 75.0 75.0 75:0 75.0 75.0 75.0 75:0 75:0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52:0 52.0 • 52.0 52.0 • 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 `RODUCT REVISED complying with the Florida -mcpt:w i-0449./4 m Date i _'\ i:. Dede Pc \ \ V t v i 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 52.0 Glass Type "G" (* 2) - psf 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 + psf 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0. 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 SILL RISER - OPTIONAL APPLIED VITH SILICONE FOR DP ABOVE +70.0 PSF (+80.0 DP MAX.) cr FLANGE IMPACT WINDOW 4,4 o cr z 1.1 1.1 • • • • • •• •• • • • • • • • • • • • • • ••• • • • V • • • • • • • • • • • • •• •• • • • • • • • • • • • • • ••• 'SILICONE CPTIONS, DON CORNING S99 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 0.600 GLAZING DEPTH r LAMINATED GLASS. COMPOSITION - TYPE B ITE11' —GLASS DESCRIPTION 2 I/O' ANNEALED GLASS 0.090' PLASTIC INTERLAYER 3 I/8' ANNEALED GLASS LAMINATE DESCRIPTION SAFLEX PVB by Eastman Chenicol co. LAMINATED CLASS COMPOSITION - TYPE D ISEM GLASS DESCH/ Tt0N DETAIL LAMINATE DESCRIPTION 1 1/8' HEAT-STRENGHTENED GLASS .1/ -= _ =-- BUTACITE PVB by Kuraroy Merko. Inc. 2 0.090.My90' PLASTIC INTERLAYER _ _ _ _ _ 3 I/O' HEAT-STRENGNIENED GLASS ANA. LAMINATED GLASS COMPOSITION - TYPE E TILT GLASS DESCRIPTION L LAMINATE DESCRIPTION 1 I/8' TEAT-STRENGHTENED GLASS AA SAFLEx PVB by E s! CM col co. 2 0.090' PLASTIC INTERLAYER - -DETAA 11 .o.�F 3 I/O' NEAT-STRENGHTENED GLASS LAMINATED GLASS COMPOSITION - TYPE F ITEM 2 3 GIASS DESCRIPTION 1/8' ANNEALED GLASS 0.090' PLASTIC INTERLAYER I/O' ANNEALED CLASS 0.600' GLAZING DEPTH LAMINATE DESCAIPTION BUTACITE PVB by Kuroroy America. Inc. 'SILICONE OPrtoos': DOV CORNING 899 SCINEE-MOREHEAD 5731 TREMCO SPECTRUM 2 INSULATED LAMINATED GLASS COMPOSITION TYPE A ITEM GLASS DESCRIPTION 1/e' ANNEALED GLASS 2 0.09E PLASTIC INTERLAYER 3 I/13' ANNEALED GLASS I/O' INSULATED AIR SPACE 5 I/O' ANNEALED GLASS 00 LAMINATE DESCRIPTION SNLEX PVB by E9.tnan Chemical co. INSULATED LAMINATED GLASS COMPOSITION TYPE C ring GIASS DESCRIPTION - DETAIL l UJ(INAT0 DESCRIPTION I 1/13. ANNEALED GLASS BUTACITE PVB by KVraroy Merko, Inc. 2 0.090. PLASTIC INTERLAYER T 41 3 1/8" ANNEALED GLASS I V-_ = _ _ - 4 I/O' INSULATED AIR SPACE 1 _ _ _ ___ 5 I/O' ANNEALED GLASS (A> INSULATED LAMINATED CLASS COMPOSITION TYPE C REM CLASS DESCRIPTION DETAIL IAMLMAT0 DESCRIPTION 1 1/8' MEAT-STRENGHTENED GLASS 2 0090' PLASTIC INTERLAYER© ' BUTACITE PVB by 3 1/8' )EAT-STRENLHTENED GLASS_ r I Kuroroy Anerka. Inc 4 I/O' INSULATED AIR SPACE -= = - -- 5 1/8' ANNEALED GLASS (A) 1 o3Mr (.) WINDOWS WITH GLASS TYPES 'A. C. DR G' INSTALLED ABOVE 30FT. 1N THE HVHZ. THE I.G. EXTERIOR LITE SHALL BE TEMPERED. GLAZING DETAILS AND OPTIONS ALUMINUM MULLION SEE MULLION APPROVALS FOR MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. (ALUM. 0.078 MIN. IHICK) A 12 X 3/f' S.D.S.•• • FLAT HE4I6 PHILLIPS. •(SEE %EVATNW AT SI•LFj /2 • • •FOR MAX. FAWNER *ACIIII ANI •DP TABLES eOR 0IONT,TY) grow- •• • • • • • • NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN(. EXTERIOR GRADE PERIMETER CAULKING INTERIOR WINDOW FRAME EXTERIOR E2 FRAME MULLING DETAIL SEE MULLION APPROVALS FOR - . MULLION TYPE. SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ..NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN' 1/4' MAX. `H.� P 12 S.D.S. X I 1/4' L. SHIM J -j l (SEE ELEVATION AT SHEET 92 INTERIOR �� I FOR MAX. FASTENER SPACING) YZ_ PERIMETER SEALANT 1. ALL STEEL IN CONTACT WITH EXTERIOR ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy = 36 KSI MIN. (STEEL 18 GA MIN. THICK - 0.048") 8) ALUMINUM : 6063-T5 MIN. (ALUM. 0.078- MIN. THICK) E1 METAL STRUCTURE ATTACHMENT DETAIL • • • • • • WINDOW FRAME NOTE: • rib-8700 FLANGE FRAME WINDOW BILL OF MATERIALS �� ii• LT4I i P9IC•1' # REQD. DESCRIPTION REMARKS S5-7703 1 FRAME HEAD 6063-T6 ALUMINUM • • • L-8701 1 FRAME SILL 6063-T6 ALUMINUM 3 L-7701 1 FRAME FXO. JAMB 6063-T6 ALUMINUM 4 L-7704 1 FRAME FIXED MEETING RAIL 6063-T6 ALUMINUM • • 5 • S-7705 1 VENT MEETING RAIL 6063-T6 ALUMINUM • 6 • • L-7707 1 VENT TOP/BOTTOM RAIL 6063-T6 ALUMINUM 7 4-8703 1 FRAME VENT JAMB 6063-T6 ALUMINUM • B • , t-7706 1 VENT JAMB LATCH RAIL 6063-T6 ALUMINUM 9 L-8702 1 FRAME SILL TRACK 6063-T5 ALUMINUM 10 L-8705 1 FRAME SILL RETAINING CLIP 6063-T5 ALUMINUM 11 L-7708 AS RE0'D. GLAZING BEAD ( 3/8' ) 6063-T5 ALUMINUM 12 FS-006 AS RE0'D. FRAME ASSEMBLY SCREWS D8 X 3/4' P.H. PHILLIPS 13 FS-040 AS READ. INSTALLATION SCREWS D14 SMS F.H./PHIL. 14 L-7531 AS REQ'0. VINYL BULB 1/4" DIA. BULB D3033 15 PVS-003 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .230' h 16 PVS-005 AS REO'D. FIN SEAL WEATHERSTRIP .187' w x .350' h 17 PVS-009 AS REQ'D. FIN SEAL WEATHERSTRIP .187' w x .310' h 18 L-7711 AS REQ'D. GLAZING BEAD ( INSULATED) 6063-T5 ALUMINUM 19 PWS-001 AS REO'D. PILE B GLAZING BEAD .187' w x .150' h '20 L-8706 AS REO'D. SILL RISER ADAPTER 6063-T5 ALUM.- OPTIONAL 21 L-7539 2 VENT EXTRUDED SPRING LATCH 6063-T5 ALUMINUM 22 HC-057-1 2 VENT MOLDED SPRING LATCH MOLDED NYLON 23 L-7523 1 x LATCH LATCH SPRING STAINLESS STEEL 24 M 2 SILL/JAMB JOINT GASKET 1/16' CLOSED CELL FOAM 25 FS-041 2 SILL RAIL ASSEMBLY SCREW DR X 2 1/4' P.H./PHIL. 26.1' HC-044-1 2 VEEP FLAP 1 BAFFLE . 262 HC- 1 X VEEP OPEN CELL FOAM PAD 1/2' X 1/2' X 2' L. 27 HC-040-1 2 SASH ROLLER 1 HOUSING . 28 HC-026-1 1 SCREEN FRAME 1 MESH . 29 w 1 ATTACHMENT SCREW E CLIP D8 X 5/8" S.D.S. 30 HC-058-1 2 VENT SWEEP LATCH MOLDED NYLON 31 HC-059-1 2 VENT SWEEP LATCH PIE CAST METAL 32 L-8830 1 X Anchor FRAME SILL ANCHOR CLIP 6063-T5 ALUMINUM 33 ■ 2 LAMINATED GLASS See Detaos E L.N. of sheet 9 34 M AS RE0'D. GLAZING SILICONE See Deta1s 0 L.H. of sheet 9 35 OPTIONAL AS REO'0. COLONIAL FALSE MUNTIN ALUMINUM 36 SM-5504 AS RE0'0. JOINT SEALANT K 37 w AS REQ'D. PERIMETER ACRYLIC CAULK OSI POLYSEAMSEAL PRODUCT REVISED 85 coMpI)'>OB Wi4h*bC Florida Building Code Accep>maEND 4)'A/) `. •Po•178ID EL Miura src- :% Z 3�g 1 0 • • ••• • • • ••• •• •• • • • •• •• • • • • • • •• • •• • • • • • • •• •••• • • _ • • • • • • • • • • • ••• • • • • ••• FRAME HEAD L-7703 1250 FRAME L-7701 O FIXED JAMB n r n-rrffI SILL TRACIs • L-8702 O • • • •• • • • • • • • • •• • • • • • • • •FRAME ERNE —JAMB TOP CORNER I Is nI 1 ° MEDLEY, FLORIDA 33166 (TNISVSTT2IES, INC.) PH No. (305) 696-8660 MANUFACTURER OF QUALITY ALUMINUM WINDOWS AND CLASS DOORS O • • • • • •• ••• •••• •• • • I• • • • • ltiTt • • • • • • ••• •• I. FRAME HEAD •• • •• •• ••••••• 1 A44 _L A62 SILL RETAINING 6LIII • L-8705 • • • 10 •• • • e.651 1-1A39--1 tw66 tit A62 FRAME JAMB r \iT O ' i'I , FRAME BOTTOM CORNER FRAME FRAME SILL L-8701 O FRAME VENT JAMB L-8703 O 754 2000 I tii A� '2.374 VENT SPRING L-7539 21 LATCH . Asz VENT TOP CORNER MEETING RAIL - .\ FRAME an VFNT JAMB TLVL ,\ \ \\ l Ali ii ... . � Aft VENT LOCK Rat . �'� I I \\ i v FRAME SILL O / MEETING RAIL MAW 511) A90 2655 1—.750—I VENT INTERLOCK RAIL L-7705 FIXED MEETING RAIL L-7704\\.• VENT TOP/BOTTOM RAIL I.-7707 o O J162 T P2tiE ° 1ENT VENT BOTTOM BOTTOM RAIL CORNER ,052 ,504 i2B5 L37S� FRAME & SASH CORNER ASSEMBLY DETAILS :T7j 1 107s— VENT JAMB RAIL L-7706 SILL ANCHOR CLIP L-8630 0GLAZING BEAD L-7708 11 GLAZING BEAD L-7711 0L-8706 SILL RISER ADAPTER 20 a PRODUCT REVISED 3 O 1:2I.4.W � A62 00 '� AN complying with the Florida Building Cock ,.w �1. g Acceptance 7410 '. •O .850 .030 1 T 1 1230 �f fJL 2.794 L STY Miami 11 DEPARTMENT OF REGULATORY AND ECONO BOARD AND CODE ADMINISTRATION DIVISI NOTICE OF ACCEPTANCE (N tLawson Industries, Inc 8501 NW 90t11 Street Medley, FL 33166 SCOPE: This NOA is being issued under the applicableld ,, egula ns governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER— Product Control Section to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building • Code, including the High Velocity Hurricane Zone. ' DESCRIPTION: Series'"4200/:620EFlange-Frame" Aluminum -Fixed Wiifdof i,.Fti? : • MIAMI—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy APPROVAL DOCUMENT: Drawing No. L4200-6200-1201, titled "Series-42.00; 6i00 FI«ange--Frame• Impact Fixed Window", sheets 01 through 05 of 05, dated 02/21/12 with revis1811'11" dated 05/12/17; prepared by manufacturer, signed and sealed by Thomas J. Sotos, P. E., bearing the "liami—Isade Lounty' Product Control Section Revision stamp with the Notice of Acceptance number • • n ad iration . • •• 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 logos44,•state,� series, and following statement: "Miami —Dade County Product Control Approvedyarrre s othgrviis ;noted• herein. • . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 14-0908.18 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. MIAMI•DADE COUNTY APPROVED /Axial i 11 • tNOA. Nd.,17:0531.057 Expiration Date: (August 22;20227 Approval Date: August 17, 2017 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 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 an arch- and a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-12-4010 and HETI-11-3363, both dated 03/05/12, signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA No. 12-0307.06) • ,2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • along with marked -up drawings and installation diagram of a rectangular-, a circular • • •gi - and an elliptical arch fin -frame fixed window, prepared by Hurricane • • • ' �Eri ineering & Testing, Inc., Test Reports No.'s HETI-09-2614, dated 09/04/09, • • •TI-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, •• •• •allsgned and sealed by Candido F. Font, P. E. • :' 4lt4mitted under NOA No. 12-0307.06) . Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 • • . , : •alp g with marked -up drawings and installation diagram of a rectangular • • • • fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-09-2613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09 2585, dated 07/10/09, HETI-09-2581, dated 07/10/09 and HETI-09-2579, dated 07/10/09, all signed and sealed by Candido F. Font, P. E. (Submitted under NOA No. 12-0307.06) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a rectangular fin -frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-03-1778, dated 01/30/03, HETI-03-1779, dated 01/30/03 and HETI-03-1776, dated 01/30/03, all signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA No. 03-0327.11) E-1 Jorge M. Plasencia, P. E. Prgduct Control Unit Supervisor NOA No. 17-0531.05 Expiration Date: August 22, 2022 Approval Date: August 17, 2017 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 HETI-03-1777, dated 01/30/03, HETI-03-1774A 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) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked —up drawings and installation diagram of a circular arch fin —frame fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-02-1215, dated 04/08/02 and HETI-01-1193, dated 04/08/02, both signed and sealed by Hector Medina, P. E. • (Submitted under NOA No. 02-0701.01) •• • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201194 . • 2) Cyclic Wind Pressure Loading per FBC, TAS :203-94• along with marked —up drawings and installation diagram of at teer'atigular--, "d circular • arch— and an elliptical arch fin —frame fixed window, pieiared b'• •H•ricane • Engineering & Testing, Inc., Test Reports No.'s HETI-02 $, dated•Q4/08/0Z,•;..• HETI-01-1103, dated 02/12/02 and HETI-01-1098, dated 02711702, all.signed and sealed by Hector Medina, P. E. • • • • • • (Submitted under NOA No. 02-0701.01) • • . • . . .. . ••• . . . C. CALCULATIONS ' •: 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 03/01/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No.12-0307.06) 2. Glazing complies with ASTM E1300-04/ 09 D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). Jo M. Plasencia, P. E. Product ►ontrol Unit Supervisor ' NOA No. 17-0531.05 Expiration Date: August 22, 2022 Approval Date: August 17, 2017 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 1. Statement letter of conformance to and- complying with FBC 5th Edition (2014), issued by manufacturer, dated 05/23/17, signed and sealed by Thomas J. Sotos, P. E. 2. Statement letter of no financial interest, issued by manufacturer, dated 03/02/12, signed and sealed by Thomas J. Sotos, P. E. (Submitted under NOA No. 12-0307.06) • 3. Laboratory compliance letter for Test Reports No.'s HETI-09-2614, dated 09/04/09, . •IEIETI-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, dated 07/10/09, • . .1:1,KrI-092613, dated 09/04/09, HETI-09-2611, dated 09/04/09, HETI-09-2585, - . .dated 07/10/09, HETI-09 2581, dated 07/10/09 and HETI-092579, dated 07/10/09, • • • •al+ sssued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. .•••••. :'PQtit, P. E. • •4`r7fimitted under NOA No. 12-0307.06) • • • • it. ; L•abaratory compliance letter for Test Reports No.'s HETI-12-4010 dated 03/05/12, • • • •: •HETI-11-3363, dated 03/05/12, HETI-03-1778, dated 01/30/03, HETI-03-1779, • • • • dated 01/30/03, HETI-03-1776, dated 01/30/03, HETI-03-1777, dated 01/30/03, • • HETI-03-1774A, dated 01/30/03 and HETI-03-1774B, dated 01/30/03, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael Droz-Seda, P. E. (Submitted under NOA's No.'s 12-0307.06) G. OTHERS 1. Notice of Acceptance No. 14-0908.18, issued to Lawson Industries, Inc. for their Series "4200/ 6200 Flange -Frame" Aluminum Fixed Window - L.M.I.", approved on 12/11/14 and expiring on 08/22/17. urge M. Piasencia, P. E. Procjtfct Control Unit Supervisor Pro". NOA No. 17-0531.05 Expiration Date: August 22, 2022 Approval Date: August 17, 2017 E-3 SERIES-4200 / 6200 FIXED IMPACT WINDOW - FLANGE FRAME APPROVED WINDOW ELEVATIONS (L.M.IMPACT) • •• WINDOV VIDTH J QUARTER —ROUND ELEVATION WINDOW HEIGHT T winnow WIDTH HALF —ROUND TYPICAL ELEVATION WINDOW HEIGHT 1 LEG[HT" VINDOV VIDTH t • • • • II ARCHED PICTURE WINDOW i VINDOV HEIGH L �wDmuv ttlrH� HEXAGON TYPICAL U,FVATION WINDOW WIDTH RECTANGULAR TYPICAL El EVATION WINDOV HEIGHT WINDOW VIDTH SQUARE PICTURE WINDOW ELEVATION V INDIN HEIGHT L VIDTH WIDTH FULL ROUND TYPICAL ELEVATION WINDOW . HEIGHT L VINDOw VIDTH RECTANGULAR TYPICAL ELEVATION r VINDOV HEIGHT L lVIOLIN VIDTN , SQUARE P CTURE WINDOW ELEVATION VINDOV HEIGHT L N.4 VINDOV WIDTH OVAL TYPICAL ELEVATION VINmv 1GHT G HT. L VINMN WIDTH I EGGED EYE BROW ELEVATION r WINDOW HEIGH L WINDOW VIDTH OUARTER—ROUND ELEVATION VINDW HEIGHT L WINDOW WIDTH •OCTAGON TYPICAL ELEVATION I I IPD ♦I' AI ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN, CAN BE VERIFIED BY INSCRIBING PICTURE YANDOW SHAPE WHIN A SQUARE OR RECTANGLE, AS SHOW IN DOTTED ONES ANO OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. PROVIDED PERIMETER FASTENERS ARE AS DESCRIBED. HEREIN FOR SIZE AND SPACING. • • • • • • • • • • • •• •• • •• • •• •• • •• • • • • • • • • • • • • • •• •• • • • •• • • • • i • ♦ • • • • • • • • •.. a )4.m ... WINDOW WIDTH 70.812' .• •• TYPICAL ELEVATION TESTED UNIT NOTE: 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. MAX. TYP. AT CORNERS EXT, & INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ W/ SILICONE AND ARE AVAILABLE AS OP.TIONAL. PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0531.05 Expiration Date 18/22/2022 By M I a roduct Control I WINDOWS ARE 'I.:M. IMPACT T MLAMI-DADESOUNTY APPROVED SHUTTERS NOT REQUIIREDJ General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE 5th Edituion INCLUDING HIGH VELOCITY HURRICANE ZONE VELOCITY (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 2014 F.H.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 (0.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). 6.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 301t. IN THE IWVHZ, THE I.G. EXTERIOR LUTE SHALL BE TEMPERED TO COMPLY WITH THE :SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 7.) FOR OPTIONAL FRAME INSTALLATION DETAILS SEE SHEETS 2 & 6. 8.) 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 #2 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 MULLED SYSTEM. • - 12.)- SEE SHEET # 5 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS. 1 z 1114 S.HS. W/ 1 1/4 MIN. EMBEDMENT INTO WOOD.. (SEE ELEVATION AT SHEET B1 FOR MAX. FASTENER SPACING) INTERIOR FINISH NOT BY LAWSON INDUSTRIES, WEATHERPROOF RmsTURE DARR1 BY OTHERS (TY ;tt fps,C LILDON SPACE iiJ INTERIOR EXT. GRADE BALK BEDDING TO BE APPLIED BEHIND WINDOW FRAME FLANGE BY INSTALLER (TYP.) EXTERIOR `— EXT. GRADE PERLMETER CAULKING NOT BY • LAWSON INDUSTRIES', TO DE APPLIED BY OTHERS SAMB (TYP.) STUCCO OVER NEUAL LATH NAILED TO EXTERIOR GRADE PLYWOOD SHEATHING TO BE SPECIFIED BY ARCHITECT OR G.C. (EXTERIOR FINISH BY OTHERS) NOT BY LAWSON INDUSTRIES, INC. WOOD FRAME INSTALLATION DETAIL, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0531.05 Expiration Dat - 08/22/2022 1-•S •- Product Control WINDOW INSTALLATION NOTES: L THE WINDOW FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT. GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE BY WINDOW INSTALLER <TYP.) 2• THE EXPOSED EXT. PERIMETER OF THE WINDOW FRAME TO BE CAULKED AND SEALED W/ AN APPROVED EXTERIOR GRADE CAULK BY OTHERS (TYP.) 3. WOOD BUCK SPECIFIC GRAVITY = 0.55 MIN. 4. CONCRETE COMPRESSIVE STRENGHT = 2Ks1 MIN. • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN 1/8-, SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE#14 SMS OR WD.SCREWS _INTO .WOOD, OR 1/.4'-ITV-BUILDEX.TAPCONS.pr APPROVED CONC, FASTENERE INTO CONCRETE_<2KSI MIN.),_WITH;A'MINIMUM:OF_1.1/4' PENETRATION, INTO _WOOD OR CONC. AT 12_0,C, MAX.D • Di TAPCON'YIELD STRENGTH, Fy=100KsII ULTIMATE STRENGTH Fu=125Ks1) } • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •• • • • • • •. • • • • • • ALL WOOD BUCKS IN CONTACT WITH tONCREtE •• • •• <NOT BY LAWSON IND.) TO BE PRESSURE TREATED & 6 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) (SEE GENERAL NOTES AT SHEET #1) • • • EXT. GRADE CAULK EXT. GRADE CAULK 1' MIN_ GE DISTANCE I' MIN. E DISTANCE • • •• •• •• N• • • • • • • • • • • •• •• •• • •• • •• •• ••g • ••• • • 0, •• • • • • • • 1114 S.S. Tv? ? 1/4' MIN. EMBEDMENT INTO. WOOD. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) • • • • SILICONE ADHESIVE • • BEDDING COMPOUND • IN'ERIG�2 — LAMINATED GLASS • • • ▪ • • • • • At ; .,;....1 1. 1N EXT. GRADE CAULK R14 SAS. W/ 1 1/4' MIN. EMBEDMENT INTO WOOD. (SEEELEVATION AT SHEET R1 FOR MAX. FASTENER SPACING) \c, 1/4' MAX. SHIM TYP L BY UR 2 BY ' WOOD BUCK EXTERIOR EXTERIOR GRADE PERIMETER CAULKING PT. WOOD BUCKS • ' 1/4' TAPCON W/. 1 1/4' MIN EMBEDMENT INTO CONC. • (SEE ELEVATION SAT SHEET R1 FOR MAX. FASTENER SPACING) xss„ac a:na a,a,ra!•av::mea�. WINDOW FRAME WIDTH 1/4' TAPCON V/ 1 1/4' MIN. EMBEDMENT INTO CONC. (SEE ELEVATION AT SHEET #1 FOR MAX. FASTENER SPACING) 1 I/8' MIN. qu'Am my7:7 ' -r EXTERIOR GRADE '� II1� PERIMETER CAULKING '� �' A a MIN EMBEDMENT 1 1/8' HIN, `. EDGE DISTANCE P.T WOOD BUCK NOT BY LAWSON IND• RUST SUSTAIN IMPOSED LOADS A 1 1/4'• ,EMBEDMENT,' E: WINDOW FRAME HEIGHT • EXTERIOR EXTERIOR GRADE PERIMETER, CAULKING SILICONE ADHESIVE BEDDING COMPOUND INTERIOR LAMINATED GLASS ' . •.° 4. 1 1/4' MIN. d: d EMBEDMENT.' !. Tn OSS SECTION. D ) iv 1 z 1 1 z 1 a ♦ (:..• •• `filb E.. BDE osss E Ga • • ••• •• •• •. � • • • • • • • • _• _• • • • • • • .• • • • •• •• •• • • • • • • • • • • •. LAMINATED INSULATED GLASS COMPOSITION TYPE B ITEM DESCRIPTION 1/8' ANN. GLASS 2 0,090' SAFLEX PVB by Eastman Chenlcal Co. 3 4 1/8' ANNEALED GLASS 1/4' INSULATED. AIR SPACE 5 (x) 1/8' ANNEALED DR TEMPERED GLASS DETAIL LAMINATED INSULATED GLASS COMPOSITION TYPE 0 ITEM DESCRIPTION 1/8' ANNEALED GLASS 2 0.090' SAFLEX PVB by Eastman Chemical Co, 3 4 1/8' ANNEALED GLASS 1/4' INSULATED AIR SPACE 5 (a) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE F ITEM DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS 2 0.090' TROSIFOL PVB by Kuraray America, Inc. 3 4 1.18' HEAT-STRENGHTENED GLASS 1/4' INSULATED AIR SPACE 5 (0) 1/8' ANNEALED OR TEMPERED GLASS DETAIL LAMINATED INSULATED GLASS COMPOSITION TYPE G ITEM DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS 2 0.090' TROSIFOL PVB by Kuraray America, Inc. 3 4 1/8' HEAT-STRENGHTENED GLASS 1/4' INSULATED AIR SPACE 5 (•) 3/16' ANNEALED OR TEMPERED GLASS LAMINATED INSULATED GLASS COMPOSITION TYPE L ITEM DESCRIPTION 3/16' HEAT -STRENGHTENED GLASS 2 0.090' TRUSTFUL PVB by. Kuraray America, Inc 3 4 3/16' HEAT-STRENGHTENED GLASS 1/4' INSULATED AIR SPACE 5 3/16' TEMPERED GLASS DETAIL Notes: LAMINATED INSULATED 1.) SEE SHEET 4 FOR DESIGN LOADS LOAD CAPACITY TABLES. *g WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVHZ, THE I.G. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). 'SILICONE OPTIONS'• DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED INSULATED i 0.600' GLAZING DEPTH GLAZING DEPTH LAMINATED/INSULATED GLASS TYPICAL, GLAZING DETAIL ITEM f5 16 LAMINATED LASS CO S IO - TYP ITEM GLASS DESCRIPTION 2 3 1/8' ANNEALED GI/ySS • • a• 0.090' TRUSIFIL INS9 byIGraray trIca, Snc, 1/8' ANNEALED GL�S • f Ahs• • • • • • I • • • • • 5/16" LAMINATA:P GLASS•COMPt1SfiI0N• - TYPL•D • ITEM 2 3 GLASS DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS • • 'a• 0.090' TROSIFOL PVB•bV. Ku025.11 A lerRa, tnc. 1/8' HEAT-STRENGHTENE1b GLIISS• • • • •' 13/32' LAMINATED S MP SITI N - E -r ITEM GLASS DESCRIPTION 2 3/16' HEAT-STRENGHTENED GLASS 0,090' SAFLEX PVB by. Eastman Chemical Ca 3 1/8' HEAT-STRENGHTENED GLASS 7/16 LAMINATED GLASS COMPOSITION - TYPE H ITEM GLASS DESCEIPTION 3/16' ANNEALED GLASS 2 090' SAFLEX PVB by Eastman Chemical Co 3 3/16' ANNEALED GLASS 3/16' A90' T 7/16 LAMINATED GLASS COMPOSITION - TYPE DETAIL—=� a460' CD - ITEM GLASS DESCRIPTION• 3/16' ANNEALED GLASS DETAIL 3/16' 2 0.090' TRUSTFUL PVB by. Kuraray America, Inc. 3 2 3/16' ANNEALED GLASS 7/16" LAMINATED GLASS COMPOSITION - TYPE 7 ITEM 3/16', GLASS DESCRIPTION 3/16' HEAT -STRENGHTENED GLASS 0.090' SENTRYGIASS by. Kuraray America, Inc. 3 3/16' HEAT-STRENGHTENED GLASS 0A6 7/16" LAMINATED GLASS COMPOSITION - TYPE K I DETAIL _--.-'-0460 la GLASS DESCRIPTION 3/16' HEAT-STRENGHTENED GLASS 2 0.090' TRUSIFUL PVB by. Kuraray Amerka, Inc. 3 3/16' HEAT -STRENGHTENED GLASS /Tl6 f SILICONE SCHNEE-MOREHEAD SM 5731 DOW CORNING 899 TREMCO SPECTRUM 2 LAMINATED' MONOLITHIC 0.600 GLAZING DEPTH LAMINATED MONOLITHIC 0,600 GLAZING DEPTH LAMINATED MONOLITHIC GLAZING STOP 0 CIRCULAR WOWS. LAMINATED • MONOLHHIC 0400 GLAZING DEPTH 'SILICONE OPTIONS'. DOW CORNING 899 SCHNEE-MOREHEAD 5731 TREMCO SPECTRUM 2 LAMINATED/MONOLITHIC GLASS TYPICAL GLAZING DETAIL PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0531.05 Expiration Date 08/22/2022 By Mla Control 0 m m In RIES-4200-6200 1 b 0 N 0 0 0 3 1 k r 4 1 • . ••• • •• •• • • .•• •• • • •. • • • • • . ••. • • • 4200.6200 FIXED IMPACT WINDOW MODULAR SIZES CHART - DESIGN LOAD CAPACITY - PSF • WINDOW DIMS. GLASS TYPES WIDTH LENGTH A B +/-DP C +/-DP D +/- DP 1 E- 1- OP .4 +/_PP G +/- DP H +/- DP 1 +/-CP J +/-DP K N-DP L +/-qP Nn.) 8n.) +/- DP 24" 68 68 88 - 88 65 68 68 68 68 78 85 j 30" 68 68 88 68 65 68 68 68 68 78 85 68, 36' 68 68 68 68 65 68 68 68 68 78 65' 650 42" 36"• 68 68 68 68 65 88 68 68 68 78 65 46' 88 68 68 68 65 68 68 68 68 78 65 • 54" 88 68 68 68 65 88 68 68 68 78 65 68 60' 68 00 88 86 65 68 68 68 68 78 65 69 24" 68 68 88 68 85 68 68 68 88 78 65 68 30" 88 ' 68 68 68 65 68 68 68 68 78 65 68 36 48" 88 68 68 68 65 68 68 88 88 . 78 65 86 • 42'- 68 68 68 68 85 88 88 64.7 58.3 78 65 68 48" 68 68 88 68 65 68 68 56.6 51 78 65 66 54" x x x 68 65 68 68 58.6 51 78 85 63 • 60" x x x 68 85 88 68 x x 78 85 68 24" 60" 68 68 . 68 88 65 68 68 68 68 . 78 65 88 30' 68 68 68 68 65 68 88 68 68 78 ¢5 - 68 38' 68 68 68. 68 65 88 68 88 68 78 65 . 68 47' x x x 68 65 68 68 64.7 68.3 78 85 68 48' x .x x 68 65 68 68 x x 78 65 68 54" x x X x 65 X X . X x 78 65 68 60" x x x x 65 x x x x 78 65 68 24" 72" -68 88 68 68 65 68 08 68 . 88 -78 65 88 30' 68 68 68 68 65 88 68 08 68 78 65 68 38" x x . x 88 85 68 68 65.5 66 78 65 68 42' x x x x 65 68 x x x 78 65 68 48" X x x x 65 x x X x 78 65 68 54' X x x x 65 x x x x 74.7 65 68 80' x x x x 65 x x x x 72 65 88 24" 74" 68 68 68 68 65 68 68 B8 88 78 65 68 30' 68 68 68 88 65 68 68 88 . 68 78 65 68 36" x x x 68 85 88 68 84.9 68 78 65 68 42' x x x x 65 x x x x 78 85 68 48" X x x x 65 x x x x 76.6 85 68 _ 54" X X x X 05 x X - x X 71.5 65 86 60' x X x x 65 X x x x 68.7 • 65 68 24" �" ] 68 68 88 88 65 68 68 68 65 78 65 66 30' x x x . 68 65 68 88 68 88 78 65 88 36" x x x x ' 65-. 68 x x x 78 65 68 42" X x X X 65 x x x x 78 - 65 68 -48"-----" x x x x 65 - x x x x 73.5 65 68 24" 88 68 68 88 65 68 88 68 68 78 65 68 30" 96„ x x x' 68 65 68 88 x. X 78 .65 68 36" x x x x 65 X x x x 78 66 88 42" x x x x 65 x x x x 768 65 68 24" x X X 68-- 65 68 88 68 68 ' 78 65 68 30" 108" x x x x 65 x x x x 78 65 68 36" x x x x 65 x x x x. 747 65 68 24" x x x 68 65 68 68 x 78 65 68 30' 120" x x x x 65 x x -x x X 78 65 68 36" x x x x 65 x x x x 74.1 65 68 J • • •. • •• .• • • • • . •• . •• • • • • • i2ett-6210 AXEfl IMPACT OI/itOW COMMODITY SIZES CHART DESIGN LOAD CAPACITY - PSF • WINDOW DIMS. GLASS TYPES WIDTH LENGTH r A 1 B C D E F G H I J K L .(M-) QN +/-1W +/- DP. +/-pi • 14- DP +/- DP +l- DP +/- DP +1- DP +/. DP +/- DP +-I- DP +/- DP • 16-1/8" • • • 468: • • • •68 68• • 68 I 68 ' 65 68 68 68 68 78 85 BB �B-1/2"• •81.1 • 68. • 68 • 68 65 68 68 68- BB 78 66 68 •37' . 68 • 64 68 65 68 68 68 68 78 65 68 • s W BS 686 • • 66 68 65 68 68 68 68 78 65 68 53.1/8" 68 68 68 68 65 68 68 68 68 78 65 68 19-1/8" 38-318' • • • • 68 88 88 68 65 68 68 68 68 78 65 68 26-1/2" 68 68 68 68 65 68 68 68 68 78 65 68 r • 31" • •66 • IP 469 68 65 68 68 66.2 66.2 78 65 68 • $6 • �B 68 65 • 68 68 63.8 63,8 78 65 88 4 • 65 8" w fr."' • •6Y • • �S ' 6♦1 68 65. 68 68 63.8 63.8 78 65 68 •19-1/8" • • S • 50-5/8" 468 • '• 68 691 68 65 68 68 68 68 78 65 88 x 26.162" 4 %8 • • Re • C8 68 65 68 68 68 .68 78 65 68 37" 68 68 68 68 65 68 68 66.2 66.2 78 65 68 48" x x x 68 65 68 68 x 51 78 65 68 53-1/8" x x x 69 65 68 68 x x 78 65 68 19-1/8" 56' 68 68 88 68 65 68 -68 68 68 78 65 68 26-1/2" -68 68 68 68 65 68 68 68 68 78 65 68 37' 68 68 88 68 65 68 68 x 66.2 78 65 68 48" x x x 68 65 68 68 x x . 78 65 68 53-1/8" x x X x 65 x x x x 78 65 68 19.1/8". ��,� LJ 68 - 68 68 68 65 68 88 68 68 78 85 68 1 26-1/2' - 68 68 68 - 68 65 68 68 68 68 78 65 68 37" x x x 68 65 68 68 x - 66.2 78 65 68 48' x x x x 65 68 x . x X 78 65 68 53-1/8" x x x- x 65 x x x x 78 65 68 19-1/8" 74" 68 68 68 68 65 68 68 68 66 78 65 68 28.1/2" 68 68 68 68 65 68 68 x 68 78 85 68 37" x x X 08 65 68 68 x x 78 65 68 48` . x x, x x - 65 x • x x x 75.6 65 68 53-1/8" x x x x 65 x x x x 72 65 68 19-1/8" 74-1/4° 68 68 88 68 65 68 68 68 68 78 65 68 26.1/2' 68 68 68 68 65 68 68 x 68 78 65 88 37" X x X .68 65 88 68 x x 78 65 . 68 . 48" x x x x 65 x x x x 75.2 65 68 53-1/8" X x x X 65 x X X x 71.6 65 69 Notes 1.) SEE SHEET 3 FOR GLAZING TYPES. DETAILS & SILICONE OPTIONS. )I( 2.) WINDOWS WITH GLASS TYPES "B, C, F, OR G" INSTALLED ABOVE 30 FT. IN THE HVEZ. THE LG. EXTERIOR LITE SHALL BE TEMPERED TO COMPLY WITH THE SMALL MISSILE IMPACT RESISTANCE REQUIREMENTS (FBC-2014, Section 2411.3.3.7). EWE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. cf) 51 0 0 y 0 wo O 18 CWh SERIES-4200-6200 A 0 4t 1 0 0 N 0 a 1 1 i 1- t: V 1 a 131 t4411d1¢7 u) PRODUCT REVISED as complying with the Florida S{g - Building Code 5 -:W 4 - -. NOA-No. 17-0531.05 ...v .(.l�J, Expiration Dat•08/22/2022 By Mia 1-Da__ Product Contra • • ••• • • • ••• •• •• • •• • •• •• . • • • • • • • • •• • • •• • • •- •• • • . • • ••• _•• • • -•-•. HILL OF MATERIALS ITEM PART # QUANTITY DESCRIPTION MATERIAL REMARKS 1 L-4201 2 FRAME HEAD/SILL/JAMB 6063-T6 - • • 2 L-7708 . 4 GLAZING BEAD (5/16" GLASS) 6063-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) 6063-T6 - 6 L-6211 4 GLAZING BEAD (7/16" GLASS - INSULATED) 6063-T6 - • • • •• P.H. PHIYLIPS.•. • 7 #8 X 3/4" 2/ CORNER ASSEMBLY SCREWS - 8 L-4204 . AS REQD. GLAZING BEAD AT CIRCULAR WOWS. 6063-T5 • - •• • • 9 VWS-004 AS REQD. GLAZING GASKET SOFT PVC - • • • • 10 a AS REGD. GLAZING SILICONE * - 11, PL 75.6020 AS REQD. GLAZING SETTING BLOCK SOFT PVC 1/8" X 1/8" X 2" 12 ' 812-25H-357 AS REOD. 'TruSeal" Duro Seal Swiggle Spacer 1/4" BLACK 1/4" AIR SPACE . WINDOW FRAME EXTRUSION DETAILS 310 { .781 �2.643 1.2811 I A62 7YP + .850040 TYP.. 2 GLAZING (5/16" I50 .773 (.._ �.391 STOP GLASS) .808 —291 1 FRAME HEAD/SILL/JAMB L1.509—' 310 .850 _.F•250 040 .850040 50 + 272 0 50 TYP. 4 GLAZING STOP _l ,773 (7/16" GLASS) .DSO TYP. 3 GLAZING (3/8" & 13/327 I� .773 (IF. STOP GLASS) .310 .050 .9 2 050 2 TYP. O50 .850 Ui5 6 INSULATED W/ 7/16" LAMINATED .800 GLAZING STOP GLASS .050 TYP. 5 .684 INSULATED GLAZING W/ 5/16" LAMINATED STOP GLASS TYP. 8 .466- GLAZING STOP � -.1 —r 808 0.090' BUTACITE PVB Kuraroy AncrIca, CIRCULAR WOW.) by' Inc. SEE MULLION APPROVALS FOR MULLON TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. ALUMINUM MULLION (ALUM. 0.078" MIN. THICK) • NOTE THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN INTERIOR EXTERIOR EXTERIOR GRADE PERIMETER CAULKING ••• 4R.9 3-1 •• • • • • • • • • ••• • • • • ••• FRAME HEAD •• ••• • • • • • • • •• • •• • • • • • ••• • 0 CIRCU W OR MIT R NERS FRAME RADIUS JOINT /RAW JAMR RECT. OR SQUARE WNDOWS TYPICAL CORNER 008001 819ON . FRAME END CORNER FRAME CORNER & JOINT DETAILS SEALANT. FRAME CORNERS, OR JOINTS SEALED WITH A COLORED SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR SILICONE M 12 X 3/4' SAS, RAT HEAD, PHILLIPS. AT 12' 0.C. MAX. INTERIOR r 1/4' MAX. SHIM WINDOW FRAME FRAME MULLING DETAIL, PERIMETER SEALANT PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0531.05 Expiration Date 18/22/2022 By Miami -Da ' rodeo Control SEE MULLION APPROVALS FOR MULLION TYPE, 512E AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF THE WINDOW OR MULL SHALL GOVERN # 12 S.D.S. X 1 1/4" L AT 12' O.C. MAX. WINDOW FRAME EXTERIOR E 1 NOTE: 1. AU. STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: A) STEEL : Fy a 36 KSI MIN (STEEL 18 GA MIN. THICK - 0.048") 8) ALUMINUM : 6063-T5 MIN. (ALUM.. 0.078" MIN. THICK) METAL STRUCTURE ATTACHMENT DETAIL 0 W 0 00 00 0 CQ < j W a . E: 0 E 04 0 0 m 0 0 3 1 ytt�s trl Qsl PYfEP ,e`t ..... `'oe A�<<ttl ill t MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) tECO Windows Systems, LLC3 9114 N. W.106t Street, Medley, FL 33178 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 1805 SW 26 Street, Room 208 Miami, Florida 33175-2474 1(786) 315-2590 F (786) 315-2599 www.mia m id ad e.Eov/econ omv This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building code, including the High Velocity HutTicane Zone. . • DESCRIPTION:ISeries "700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I., • •, APPROVAL DOCUMENT: Drawing No. W13-49 REV C, titled "Series- 700 Alum • glass Door (L.M.I.r, • • • sheets 1 through 12 of 12, prepared by AI-Farooq Corporation, dated 09/27/13 and last remised on MC 02, 2015,. . signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control! F.evisionstamp with the... Notice of Acceptance number and expiration date by the Miami -Dade County Product €ectret Section : • . . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant •• • • • • • Limitations: • •• •••• • • •• l . See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in sheet.5. Exterior pow design • pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF w/ 2" sill riser. Wet:design Pressure frdrr •': • charts applies to entire system. • •• 2. See approved configurations in sheets 1 thru 4. The max frame are of alternate sizes not to exceed tested frame area per FBC requirements. 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 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 #13-0912.02 consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI DADE COUNTY 14)-1�ktiS 1 APPROVED NOA:No.15=0612:05 Expiration Date: March 20, 20197 Approval Date: December 17, 2015 Page 1 ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W13-49 REV C, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on DEC 02, 2015, signed and sealed by Javad Ahrnad, P.E. B. TESTS (Submitted under file #13-0912.02) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. • Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by • Fe eStracion Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. T. • • : CAIJUTATIONS • 1. •itttltbr verification calculations and structural analysis, complying with FBC-2014 (5`h • flfion), prepared by Al Farooq Corporation, dated 06/10/15 and last revised on DEC 02, • • • • .2015, signed and sealed by Javad Ahmad, P.E. : •.. • 2. •Gl;Ain complies w/ ASTME-1300-02, -04 & -09. QUMIT'Y ASSURANCE ••1. A1liamm Dade Department of Regulatory and Economic Resources (RER). . . . ..• • •• T. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Kuraray Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc.) for the "Sentry Glass ® (Clear and White) Glass Interlayers", expiring on 07/04/17. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5th Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/10/15, 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 03/25/13 approved by Jaime D. Gascon, P.E. L\-• Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 15-0612.05 Expiration Date: March 20, 2019 Approval Date: December 17, 2015 E-1 INSTRUCTIONS; USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 SEE CHART N1 ON SHEET 5 FOR GLASS CAPACITY AND REINFORCING REQUIREMENTS. SELECT SILL TYPE FROM SHEET 7 AND LIMIT EXT.(+) DESIGN PRESSURE AS SHOWN ON DETAIL. SEE CHART 12 ON SHEET 5 FOR ANCHOR CAPACITY. THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS WIDTHS: FIXED STILE —INTERLOCK = PANEL WIDTH — 7.125" INTERLOCK —ASTRAGAL = PANEL WIDTH — 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT — 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT — 1.5625" THESE 000RS ARE 'RATED FOR LLARGE.&.SMALL, MISSILE, IMPACT., SHUTTERS ARE NOT REQUIRED. 2 (SERIES-700 ALUMINUM SLIDING GLASS DOOR 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). 1BY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTEO, 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 FLORIDA BLDG. CODE. 0 • ••• • • • ••• •• •• • •• • •• •• • • • • • • •• •• • • • • • • •••• •• • • • •• •• • •• •• • • ••• • • • 5" MAX. 1 • • CSR•N RE S • • • • • ••• ••• • •• • • • • ••• • •• • ••• 4 3/8" • • ••• • 96" DOOR FRAME WIDTH •• • CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY DOOR FRAME HEIGHT 106 7/16" • • • - - • - • • •• D.L OPG.• •1 • m. • • • ,4 • - • ••• •• INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 ul Z a =='t= .T / j„ F_�r_ -1'==== , I // < I FALSE MUNTIN OPTIONAL 5" MAX. 48 7/8" PANEL WIDTH D.L. OPG. 48 7/8" PANEL WIDTH SILL CORNERS 13" MAX. SILL CLUSTER OF 6 ANCHORS AT INTERLOCK ENDS SEE SHEET 5 FOR CAPACITY TYPICAL ELEVATION ox ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 72 SQ. FT. Im PRODUC f REWIND nowt with Ile Florldi "elisig Cole Mequon ir-oL/2•61- 6 F•Nc• ( k,AR 2.9420447 Precise, Gated raIIV Z o Pia wR cc h go V N n �M03 dAQ 8 0 tatD: • HO •;:(Id - 3 co IL 21A_ o �WOI-L COMP -ANL\W13-49ECO 8 7 La t U o - J - 1 W v W Fco m M O con N 0 — v1 3Za o tE U �w LLJ O LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT Engr: JAVAD ARMAD CML FLA. PE / 70592 CAN3538 015 0 c V ro i 6 6 UPDATED TO 2014 FBC 8 6 In 0 c U S drowing no. W13-49 sheet 1 of 12 • 0 5" MAX. HEAD CORNERS • • ••• • • • ••• • • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• • • •• • • • - --• • • • • ••• CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS TYP• SEE SHEET 5 FOR iAPACITY• • • 'Noe •• •• •• • -�_•• • • . • •. • • •• • Imo•" 'i •"' • • • I •-.- • • • • ••• ••• ••• ••_ ••• •• • _7J1a• � \J DOOR FRAME WIDTH •• • • • •• • - ••• • • • - I t i 1 • • • • • INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART1 4 4 PANEL HEIGHT 99 15/16" D.L. OPG. o O1 L...� x '° 1 r re"" __ __4_7/-/ I //�. _4____ //. j% V �� // , V 1 8 - ( 42 1/16" 42 1/16" FALSE MUNTIN OPTIONAL D.L. OPG. D.L. OPG. 49 3/16" -49_5/16_ PANEL WIDTH 5" MAX. ASTRAGAL INTERLOCK SILL CORNERS 13" MAX. SILL - TYPICAL ELEVATION oxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 110.7 SO. FT. • • • • • • • • • IIZ • • • • • CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY m "' PRODUG F REVISED ome complying with tlir Ronda► Win Cede V i lSk uit, S-• �I Z � atiM P •cl r fee('-�Jc- W Enor: JAVAD AHMAD CML FIA PECA.N. ,3A 536 792 05 0 2 2015 ra z o W 00. q' ft it 2081 ag`r3 oEggi�LZN0 or COMP-ANL\W13-49EGO) GLASS DOOR (LM.I.) `o_ 0 ( 5 0 0 n 0 • 0 IC be drowing no. W13-49 sheet 2 of 12) 5" MAX. HEAD CORNERS 13" MAX. HEAD 4 3/8" TYP. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • . ••• •• • • • • • • • • • • • • •-•-• • ♦ — . ,-er. CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS ZEE SHEET 5 FOR OPACITY • • • • • • •• •t% •• • •• • 1 O. • . • . oil• • • • • • • • • • " •• ' •• • •' • • • ••• ••• ••• • ••• • 192" DOOR FRAME WIDTH • •• • • • •• ••• •• DOOR FRAME HEIGHT 106 7/16" • --- • • • • p e 6 01 a O a. 6 _ ===it====ter=== IFTJ / II I 1 I O INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART #1 © •• . _ ===-it====yr=== • II 4 • • i 1 1 • • • ••• ••• INTERLOCKS WITH OR WITHOUT REINFORCING SEE CHART /1 / / I 1 I I // //, I : 1 1 I I 1 // //. V // //, I O // //. V I I 1 1 I i FALSE MUNTIN OPTIONAL 5" MAX. 42 1/16" D.L. OPG. 49 3/16" PANEL WIDTH 42 1/16" INTERLOCK D.L. OPG. 49 5/16" PANEL WIDTH ASTRAGAL SILL CORNERS 13' MAX. SILL I.` ••' .',I TYPICAL ELEVATION oxxx ALTERNATE SIZE UNITS: MAX. FRAME AREA OF DOORS NOT TO EXCEED THE TESTED FRAME AREA OF 144 SO. FT. INTERLOCK � \1 CLUSTER OF 6 ANCHORS AT INTERLOCK/ASTRAGAL ENDS SEE SHEET 5 FOR CAPACITY Engr: JAVAD AHMAD CML PRODIJC F REVISED ',complying with Ik FMr104 1�•N q Cede A6eeplwre N•J 12 • oS— Earie•w• D.e,3 U5 P I Owin ► g S 004' a N 0.Ca O� ()tip rt 0WA4 0^T0� LLz4622 a-o a. 8 0 N o -J J W rn 0 oMfri pa U �w w o : 0 U c drawing no. W13-49 (sheet 3 of 12 W O 1 Lti 0 0 0 DOOR FRAME W. OX SHOWN) XO xx DOOR FRAME WIDTH 0 0- T w OXX (SHOWN) xxo DOOR FRAME WIDTH /)i o- I b OXO (SHOWN) DOOR FRAME WIDTH © I a a- -o i .0 �- o- T OXXX SHOWN) i0XXO' XXXX APPROVED CONFIGURATIONS • • • • • • • • • • • •• •• • .• • •• •• • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • ••• • • • • • • • • •• • • • • •• • •• • • • •• • • • • • • • • • • • • • • • • • • • • • • •• ••• • • •• ••• •• _ [ EXTERIOR • • • • •• •• •• •• • • • 000R FRAME WIDTH (SEE Dp TABLE) • • EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) �—v Q INTERLOCK DOOR FRAME WIDTH (SEE Dp TABLE) INTERLOCK EXTERIOR DOOR FRAME WIDTH (SEE Dp TABLE) EXTERIOR • INTERLOCK NOTE: 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS REQUIREMENTS SEE SHEET 5. 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. Engr; JAVAD AHMAD CML FLA. PE 70592 CAN. (•38 2015 PRODVC F REVISO) 4e190a44t MtA the nem. waft Cede Anytime PI•jr.,402,05- ®rft•tr• at Nal COMP -ANL\W13-49EC0} z CD S U) I J rn J m (0 • W • ro w ro to r- O o 0 — z3. Z6 O' o �w LLI 0 n a g N 0 d 5 •6 el 0 drawing no. W13-49 sheet 4 of12) CHART Ij1 DESIGN LOAD CAPACITY' - PSF (GLASS): CLASS TYPES) LGLASS TYPES 1 'B', '131' 1 'A', 'Al'.! AVERAGE DOOR FRAME WITHOUT REINF. WITH REINF. PANEL WIDTH HOCAT EXT.(+) INT.(-) EXT.(+) INT.(-) 040)Es warts 30 70.0 80.0 70.0 80.0 38 70.0 80.0 70.0 80.0 42 82 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 62.2 71.1 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 84 70.0 .80:0 70.0 80.0 _ L"' 1 70.0 . 80.0 - 70.0 80.0 54 82.21/ ,471.1 62.2 71.0 30 70.0 80.0) 70.0 80.0 36 70.0 80.0 70.0 80.0 42 90 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 - - 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 96 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 54 - - 62.2 71.1 30 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 42 B8 70.0 80.0 70.0 80.0 48 70.0 80.0 70.0 80.0 30 - - 70.0 80.0 36 - - 70.0 80.0 42 102 - - 70.0 80.0 48 - - 70.0 80.0 30 - - 70.0 80.0 36 - - 70.0 80.0 42 108 - - 70.0 80.0 48 - - 70.0 80.0 CHART #2 LOAD CAPACITY - PSF (ANCHORS) AVERAGE DOOR FRAME 16 ORS r AT CHO. PANEL mom HEIGHT 171 ST91I INDS EXT.(+) INT.(-) INCHES INCHES 30 70.0 80.0 36 70.0 80.0 42 82 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 84 70.0 80.0_ 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 90 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 36 70.0 80.0 42 96 70.0 80.0 48 70.0 80.0 54 62.2 71.1 30 70.0 80.0 38 70.0 80.0 42 98 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 102 70.0 80.0 48 70.0 80.0 30 70.0 80.0 36 70.0 80.0 42 108 70.0 80.0 48 70.0 77.9 INTERLOCKS WITHOUT REINP INTERLOCKS WITH REINF • • ••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• • • • •• • • •• •• • • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • •• • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • •• • ••4 • • • e, • .• •••i m • • i • • y - • • /• • ••• 3/16" HEAT STREN'D CLASS • • •090" Interloyer •SentryGlas By 'Kuroroy Americo, Inc 3/16" HEAT STREN'D GLASS i GLASS TYPE 7/16" OVERALL LAM. GLASS SILICONE DOW 899 3/16" HEAT STREN'D GLASS .090" Interloyer Butaclte PVB By 'Kuroroy Americo, Inc.' 3/16" HEAT STREW() GLASS n (GLASS TYPE' B' L7/16" OVERALL LAM. GLASS_ ALL EXTERIOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WITH 2-3/4" SILL HEIGHTS." FOR 2" SILL HEIGHT IJMR EXT.(+) LOADS TO 47.0 PSF DOORS WITH 1-1/8" SILL HEIGHTS ARE NOT APPROVED FOR WATER INFILTRATION RESISTANCE SEE SHEET 7 FOR DETAILS NOTE: SEE CHART /11 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE AND REINFORCEMENT. SEE CHART #2 FOR ANCHORS CAPACITY. LOWER VALUES FROM GLASS OR ANCHOR CHART WILL APPLY TO ENTIRE SYSTEM. 1 SILICONE DOW 899 4. GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16" HEAT STREW') GLASS .090' Interloyer SentryGlas By Kuroroy Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW 899 /CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'AI' 1" OVERALL INSUL. LAM. GLASS 3/16" TEMP. GLASS 3/8" AIR SPACE 3/16' HEAT STREN'D GLASS 090" Interloyer Butocite PVB By 'Kuraroy Americo, Inc.' 3/16" HEAT STREN'D GLASS SILICONE DOW 899 /CARDINAL XL EDGE SPACER ST. STEEL GLASS TYPE 'BI' 1' OVERALL INSUL. LAM. GLASS Engr: JAVAD AHMAD CML FIA. CA.PNE urn . 538 DE4e ?2"m PRODUCFREVmBeo lutooloPlitost e1111•q nlrA I1K 9l4,9l9 A•Igle•ee No - \2•Cer \I, wet Control ray`U 0 i a a 0 I U J m a VI 4 ) 4, 2 n C N v 72. 0 8 B ac o r drowing no. W13-49 (sheet 5 of 12) 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING [� AT HEAD - TYPE»A'z. .1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) CHRU 1BYOR 2BY BUCKS 'INTO CONCRETE / 1-1/4"'1dIN. EMBED INTO CONCRETE HYPE 'B'— 1%4"'DIA: ULTRACON BY''ELCO' (Fu=177 KSI. Fy=155 KSI) (DIRECTLY INTO CONCRETE 1=3/4" MIN. EMBED TYPE 'C- I L 1 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I 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)] AT SILL �TYPE- -1/4"—DIA.- ULTRACON BY (Fu=177 KSI, Fy=155 KSI) L 'B'- ,DIRECTLY INTO_CONCRETE 1-3/4" MIN. EMBED ( AT JAMBS- r E A'_ 1/4" DIA. ULTRACON BY"ELC0')(Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (THRU-1 BY BUCKS INTO CONC. OR MASONRY 171/4" MIN. EMBED INTO CONC. OR MASONRY I E;B' 1/4'_DIA"ULTRACON'BY''ELCO'7(Fus 177 KSI, Fy=155 KSI) IDIRECTLY. INTO-CONC. _OR _MASON RY7 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 1 J 1 TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I 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)] L ANCHOR EDGE DISTANCES INTO CONCRETE = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm a 2000 PSI MIN. • • ••• • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • • • • • • 000 •• •• •• • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• ••• ••• • ••• • • •• • • • •• ••• •• • • • • • •• • • • • • ••• •• • • Engn JAVAD AHMAD CML FIA E 70592 C 3538 0 22015 PRODU,Cf„REVISED WWIIaP.yCale MD the Math Acceptant NelEzpila:p. Swindle Date__342,41.1 i of Z g F. �o mot otRco OG 0 OEOQo 0°1ti¢i cm o N seolde I:2N g (Wag g J 8 (n V 0 1n J J N IW" MM 4 1—co 3 to M m O On 51 — 3U m 3 Z• L 0 v- U w rn 0 ,n m 0 c U Yo i 6 8 8 UPDATED TO 2014 FBC 8 8 0 0 6 `Ao m N s drowing no. W13-49 sheet 6 of 12) • • ••• • • •• .• • • •• • •• • • • • • •• •• •• •• • • • • •• •• • • . • • • • • • TYPICAL ANCHORS: SEE ELEVS. FOR SPACING EDGE DIST. • 181' OR 2BY WOOD BUCK (SEE NOTE SHEET 1) .CONCRETE 3. 111 MIN. 18 n W3 10 W4 .CONCRETE 3 K5h 4114.a..'. `,EDGE DIST. • PI 11 I1 1 11 II STAGGERED P4 • =P3 WI, W2 • •• • LOAD BEARING SHIMS OR POUREO & HARDENED HIGH STRENGTH GROUT NON —SHRINK, NON—METALLIC f'c = 5000 PSI MIN. TYPICAL ANCHORS SEE ELEVS. FOR SPACING NOT APPROVED FOR WATER RESISTANCE • • •• •• •• • • • • • •• • 3-14/8" • • TYPICAL ANCHORS SEE ELEVS. FOR SPACING OMIT MAX. EXT.(+) LOADS TO 47.0 PSF • .• • • • • • • METAL •STRUSTII ES 1/8" THI4 (SEE SIREET 6) • UMIT MAX. EXT.(+) LOADS TO 70.0 PSF SILL HEIGHT VS WATER RESISTANCE EXT,(+) LOAD SEE SHEET 5 CHART 1 FOR DOOR CAPACITY I MIAMI—DADE COUNTY APPR'D MULLION SEE SEPARATE NOA (SEE SHEET •) 1 L7 TYPICAL ANCHORS SEE ELEVS. FOR SPACING JJ r wDp1yle4 with ow FI0rNA lesIdies DessPOCade 0 52•Dr ,•r..ID.Ie , Woe Ark 1Cs•u•l WEEPHOLES: Wt = 1-1/2" LONG NOTCH AT EACH END. W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS AND 36" O.C. W3 = 3/16" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS AND 36" O.C. PILE PADS: P1 = OPEN CELL FOAM AT EACH WEEP HOLE LOCATION 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH P2 = SELF ADHESIVE PILE PAD 1" X 3/8" X 1/4" HIGH P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN 2-1/2" X 1" X 3/8" HIGH P4 OPEN CELL FOAM AT INTERLOCK & ASTRAGAL 2" LONG X 1-7/16" WIDE X 7/16" HIGH Eng' JAVAD AHMAD UAL RA. PE % 70592 N. 3536 M z 0 U o 8 VI r, S c0 C 0 0 a8 8 UPDATED TO 2014 FBC 6 88 O N .et 0 6 8 tV 0 c Np O 8 1 fi drawing no. W13-49 (sheet 7 of 121 • • ••• • • • ••. • • • • • • • • • • • • • • • •• • •• • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING — REINFORCING AS REQD. SEE SHEET 5 FOR CAPACITY P2 n O tORE11,10-, w t2 8 z • • 1 /4" MAX. V EXTERIOR DA_0. PANEL WIDTH • ••• • • • • ••• • • • • • • • 410 PAjJEL•NIDTH ••• • • • • • • • • • • ••• ••• ••• • D.L OPG. •• • • • •• 5 • • • •I • • • DOOR FRAME WIDTH (SEE Op TABLE) P3 • ••• •• • SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING 2BY WO.. BUCK OR WOOD ST CTURE SEE NOTE .HEET 1 1/4" MAX. SHIM Engr: JAVAD MAD CML FLA. •I 70592 CA+. 578 i10221S PRODUCE REVISED •aeeespiyN.;{ • .•.:7xride es Cod, *footsie* N• A.5-ob 12• or Wawa D..,_ t4 tT� �Mt Phd.d Ceair(t N 0 5 c n U 0 8 8 rc • 9 W 2 dat 09-27-13 drawing no. W13-49 sheet 8 of 12 . ... . . . ... .. •• • • •• • •• .. . • • • . •• •• •• •• • • • •• • • •• •••• •• • •• • • •• •• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • - ••- • • • • •.- REINFORCING • • • • • • • • AS REOD. • • • • • • • • • •/SEE SHEET 5 • • • • • • • • • / FOR CAPACITY • • • • • • • ••fiL.OfiCs • • • ••• \"/••• 000R FRAME WIDTH (SEE Dp TABLE) TYPICAL ANCHORS SEE ELEV. FOR SPACING AND QUANTITY METAL • STRUCTURE 1/4" MAX. W'a. M F • 1/4" MAX. SHIM 000R FRAME WIDTH Engr. JAVAD AHMAD CIVIL FIA. P / 70592 CAI 3538 15 SHIM PROW F REVISED FibeemaItfi•s wf b IAe Florida balsam Old' Atissitance No it-oozo 4MYMY• Doe 1.561 Mika.��•• ti CootOI 0 W 0 U 8 c2 r 0, drawing no. W13-49 (sheet 9 of 12) • • ••• • • • ••• •• •• • • •• • •• •• • •• • • •• •• •• •• • • • • • • • •••• •• • •• • • •• •• • •• • • • ITEM 1 PART g QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E701 1 FRAME HEAD 6005—T5 — 2 E702 1 FRAME SILL 6005—T5 — • • • • • 3 E703 2 FRAME JAMB 6063—T6 — • • . • •• • • • • •• 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063—T6 — • • • • • 5 E705 AS ROD. PANEL LOCK STILE 6063—T6 • • • • • — • • • • • • • • • • 6 E706 AS REQD. PANEL OUTER INTERLOCK 6063-76 — 7 E707 AS READ. PANEL INNER INTERLOCK 6063—T6 — 8 E708 AS REQD. PANEL MALE ASTRAGAL 6063—T6 — • • • • • • • 9 E709 AS REOD. PANEL FEMALE ASTRAGAL 6063—T6 — • • • 10 E710 AS REOD. GLAZING BEAD 7/16' LAMINATED GLASS 6063—T6 — • 11 E711 AS REOD. GLAZING BEAD 1' INSULATED GLASS 6063-76 — • • • • • • • • • • 12 E712 AS REQD. SILL TRIM 6063—T6 OPTIONAL 13 E713 AS REQD. 2' SILL RISER 6063—T8 — 14 E714 AS REQD. 2-3/4" SILL RISER 6063—T6 — 15 E715 AS REDD. FIXED PANEL CLIP (CONTINUOUS) 6063—T6 — 17 E717 AS REQD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-16 — 18 110 X 3/4" HWH SMS AS REQD. FRAME ASSY. SCREWS ST. STEEL — 18A 110 X 1" FH SMS AS REQD. PANEL ASSY. SCREWS ST. STEEL — 19 18 X 1/2' PH SMS 2/CLIP FIXED PANEL CLIP SCREWS ST. STEEL AT 3" FROM ENDS & 16" 0.C. 20 110 X 1-1/4" PH SMS 1/ ROLLER ROLLER INST. SCREWS — NOT SHOWN 21 WEATHERSTRIP AS READ. FRAME AND PANEL WEATHERSTRIP — FIN SEAL .190 HIGH BY ULTRAFAB 22 E235 AS REQD. INTERLOCK BUMPER BULB SANTOPRENE ULTRAFAB 23 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 24 PR03-6005 2/ MOV. PANEL TANDEM NYLON WHEELS IN ST. STEEL HOUSING — INTERLOCK (1/2" MTG. SPACER REQD.) 25 E718 2/PANEL FIXED PANEL SKATE DELRIN — 26 18 X 1/2" PH SMS 2/CUP FIXED PANEL SKATE INST. SCREWS ST. STEEL 27 — AS REQD. 3 PLY DUAL POINT LOCK ASSEMBLY — BY INTERLOCK 28 AS REQD. BUMPON (SILICONE SPACER) SILICONE BY FRANK LOWE 29 AS READ. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80±5 SHORE A SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. • ••• •• • • • • • • • • ••• • ••• •• • • •• • • • • • ••• •• Engr: JAVAD AHMAD CIVIL FLA. PE f 70592 CA 3538 015 IPRODUC r REVISED Wiles w1IA listF'IoM� • 111011•8w+R -e2 `ta1r J S CD 0 w U 0 B 0 cc qN O drawing no. W13-49 (sheet 1 0 of 12 • . •.• • . . ... •••• • • •.••.• • • . • •. •• •• •• • • •• • • •. •.•. •. • • • .O.... . ••• 3.562 .1301 r 1.693 4 1- COMP-ANL\W13-49ECOj 3.562 5.059 .125 I • . • • AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 9360 SUNSET DRIVE, SUITE 220 MIAMI, FLORIDA 33173 TM- (305) 2648100 FAX (305) 2826978 1.824 .078 - ^ 1.64i•• ,� • • • • • • +I 1.129 OO .076 1.998 FRAME HEAD 1.998 1.312 • • • • }i •• • 5 . • . .. • • • •• • • • si7i 1.648 .937 , 045. .062 T .937 I i .050 1.021 .0621 GLAZING 1" INSUL. I h-1.252 BEAD LAM GLASS I �F�1252 GLAZING 17 7/16" BEAD LAM. GLASS .094 -.- •• • • • • • • v • • •• ••• .62i • . . • • :• PPNELINN!R 1N•1Ei2L •• • •10 2.625 • • O PANEL LOCK STILE .210 r- r1.144 a-1.471 •• ' .062 - .210 .068 5.532 .062 1.998 1- 1.998 i 3.562 .210 .068 2.687 2.313 3.250 - .078 1.6I48 F 1 U - .078 .125 2.105 c t SERIES-700 ALUM SLIDING GLASS DOOR (LM.I.) 1 ` ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 T. (305) 885-5299 FAX (305) 885-5902 .068 1.047 1.047 1.937 1.047 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER OO PANEL 1.823 TOP & BOTTOM RAIL OO PANEL 2.625 2 OUTER INTERLOCK tlawW7Yliwlth ite Florida man. trabtzo OHM 915 -- 2.248 r.125 O FRAME JAMB 1.494 I j -.078 357 75 149 FIX. 11 062 J 4 1.540- -I PANEL CLIP 1 1.998 2.067 .125 i 17 INTERLOCK STIFFENER g o Cm, 'n „6 mccmg c g L 1,11RODvcraEvlgwD a € 0 1.139 1.022 3.687 .078 tapnUM Date �e. 2.111 1[ u- 3.437 .078 �1 I- ,�.... L r n_ 1.824 n 5.274 O FRAME SILL c1 Cooled m ' 2 t a r s ,,, o _ 1.824 1.648 2 1< m u 3.820 d - -,,,) 3.996 ..e-.078 c iv $ o r u �-" . 3 >; t , Engr: JAVAD CIVIL3 FLA PE C.A.N. D AHMAD 702 / 53859 ' 2015 2.500 0 PANEL MALE ASTRAGAL .140i 0 PANEL '-2.000-- FEMALE ASTRAGAL drawing no. W13-49 sheet 11of12 • • ••• • • • ••• •• •• • • • • •• •• • • • • • • • ••• • • • • • • •••• • • •• • • • •• • • •e • • • ••• • • • • Wir-• Ile• 18 • •• • ••• •• •• • •• • • • • • •• • • • • • • • • • • • • • • • • • ••• ••• ••• • ••• • • • • •• ••• •• • • • • • • • • • • • ••• FRAME TOP CORNER FRAME BOTTOM CORNER PANEL TOP/BOTTOM CORNER Engr: JAVAD AHMAD CML FIA.CANPE. 157380592 201y PRODUC I REVISED es eomplyh1 wpl Ile Florida • Cede emanate Ns lr D612•G'f' Eylydla• Dak 2011 M • ae Lr/r Meat Ce•ed (134"U Z 0L r 2 oo ccoh Uys Outo O,>m m odoo ootE 1ai.zNs abSif P U a U J 8 J J 0 o • 0 '9 r a 9Y dr. by. HAMID • -11 drawing no. W13-49 sheet 12 of 12 DEPARTMENT OF REGULATORY AND EC(>�N011 BOARD AND CODE ADMINISTRATION DIVIWiti NOTICE OF ACCEPTANCE (NOA) ULawson Industries, Inch 8501 NW 90 Street Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidad e.aov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product. nantro1 Section that this product or material fails to meet the requirements of the applicable 4 jillellog cog. • This product is approved as described herein, and has been designed to comply witb.thp Florida $ttilding • Code, including the High Velocity Hurricane Zone. DESCRIPTION Series "3200" Outswing -Aluminum Casement Window =,L:Nj f • APPROVAL DOCUMENT: Drawing No. L3200-0801, titled "Series: 3200 Otythvlik Impaco Casement . Window", sheets 1 through 07 of 07, dated 07/27/08, with revision "C" dated. t$�25/14, •gr�pa ed 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, 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. 13-1217.22 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 Jaime D. Gascon, P.E. MIAMIOADE COUNTY APPROVED . • .• • (NOA No714=0908:20 Expiration Date: -Mardi 04, 2019j Approval Date: November 27, 2014 Page 1 . Lawson Industries, Inc. NOTICE OF ACCEPTANCE:. EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA #08-1020.08) 2. Drawing No. L3200-0801, Sheets 1 through 07 of 07, titled "Series: 3200 Outswing Impact Casement Window", dated 07/27/08, with revision "C" dated 08/25/14, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 21 Air Infiltration Test, per FBC, TAS 202-94 3) Water Resistance Test, 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 Report No.'s HETI-08-2099A, HETI-08-2102A, • • . •HETI-08-2097A, HETI-08-2103A and HETI-08-2131A, all dated 07/10/08, signed • • • • • mid sealed by Candido F. Font, P.E. (Submitted under NOA #08-1020.08) • • 2. •' lest reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 • 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • ' • aio$g with marked -up drawings and installation diagram of a series 3200 outswing • atnrninum casement window, X configuration, w/5/16" ann. Lami glass • • • • • • bvPPVB laminate by DuPont, Test Report No.'s HETI-08-2099B, HETI-08-2100, • • :. FI-08-2101,I ETI-08-2102B,HETI-08-2097B,H1 TI-08-2103B,HETI-08-2104, •• • • ▪ • HE fI-08-2105, HETI-08-2106, HETI-08-2125, and HETI-08-2131B, all dated • • • • • • : D.70T0/08, signed and sealed by Candido F. Font, P.E. : • • (Submitted under NOA #08-1020.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by manufacturer, dated 10/01/08 and 01/30/09, signed and sealed by Thomas J. Sotos, P.E. (Submitted under previous NOA #12-0127.21) 2. Glazing complies with ASTM E1300-04/09. D. QUALITY ASSURANCE 1. Miami —Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dat /11/13, firing on 12/11/16. Jaime D. Gasc m,•P.E. Product Control Section Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 56 Edition (2014), issued by manufacturer, dated 09/02/14, signed and sealed by Thomas J. Sotos, P. E. 2. Department of State Certification of LAWSON INDUSTRIES, INC. as a for profit corporation, active and organized under the laws of the State of Florida, dated 04/11/14 and filed at the Secretary of State. 3. Statement letter of conformance, complying with FBC 2010, dated 01/25/12, signed and sealed by Thomas J. Sotos, P. E. • • (Submitted under previous NOA No. 12-0127.21) • 4. Statement letter of no financial interest, dated 10/01/08, signed' nd'seale j• ; f homas J. Sotos, P. E. • • (Submitted under NOA No. 08-1020.08) • • • 5. Laboratory compliance letter for Test Reports NC* HETY' MS'20994, • • • • dated 07/10/08, HETI-08-2102A, dated 07/10/08, HETIk8-2097Ar• dated. :..• 07/10/08, HETI-08-2103A, dated 07/10/08, HETI-08-273fA, dated • 07f10/08, • HETI-08-2099B, dated 07/10/08, HETI-08-2100, dated ol/Mni, HETI'08-2101, •. dated 07/10/08, HETI-08-2102A, dated 07/10/08, 1TETI-08&21QB, dad# 0410/0i, HETI-08-2097B, dated 07/10/08, HETI-08-2103B, dated 0741618, HETI-OS-2104, • dated 07/10/08, HETI-08-2105, dated 07/10/08, HETI-08-2106, dated 'Al HETI-08-2125, dated 07/10/08, and HETI-08-2131B, dated 07/10/08, all issued by Hurricane Engineering & Testing, Inc., signed and sealed by Candido F. Font, P. E. (Submitted under previous NOA No. 08-1020.08) G. OTHERS 1. Notice of Acceptance No. 13-1217.22, issued to Lawson Industries, Inc. for their Series 3200 Outswing Aluminum Casement Window -- L.M.I., approved on 03/06/14 and expiring on 03/04/19. Jaime D. Gascon, P.E. Product Control Section Supervisor NOA No. 14-0908.20 Expiration Date: March 04, 2019 Approval Date: November 27, 2014 E-2 ANCHORS CA) 3 AT FRAME HEAD CC) 3 AT FRAME SILL CD) 5 AT EA. FRAME JAMB N N 01 l 0, o0J a V2 4 4n N N EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. General Notes: 1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ) AND ASTM 1300-98. THIS PRODUCT IS IMPACT RESISTANT AND DOES NOT REQUIRE SHUTTERS. 2.) 1X or 2 X WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH REQUIREMENTS OF 2010 F.H.C. & TO BE REVIEWED BY BUILDING OFFICIAL. 3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ON CENTER (O.C.) ANCHOR SPACINGS WILL VARY WITH UNIT DIMENSIONS, AND THE NUMBER OF ANCHORS REQUIRED, AS SPECIFIED ON THE LOAD TABLES AT SHEETS 5 & 6. 4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE TO BE ENGINEERED " ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND TO BE REVIEWED BY BUILDING OFFICIAL. 5.) SEE SHEET #3 FOR BILL OF MATERIALS AND DETAILS. 8.) SEE SHEET #5 & 6 FOR GLAZING DETAILS & OPTIONS AND CHARTS FOR MAX. DESIGN PRESSURES. 7.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED (BY OTHERS), PRIOR TO WINDOW INSTALLATION. (SEE SHEET M2 FOR DETAIL & NOTES) 8.) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2014 FLORIDA BUILDING CODE SECTION 2003.8.4 AND/OR SECTION 2326.2 9.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 10.) FRAME SILL ANCHOR CLIPS TO BE MEASURED FROM THE INSIDE EDGE OF THE WINDOW FRAME AND TO BE LOCATED WITHIN A +/- 1/2" TOLERANCE. TOTAL OF ANCHORS. REQUIRED AT SILL TO BE THE SAME AS FRAME HEAD. 11.) SEE SHEET M 4 OF 10 FOR FLANGE PERIMETER CAULK/ INSTALLATION DETAIL. 12.) EXT. & INT. FALSE COLONIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ SILICONE 12 1/2' (MA%. O.C.) (TYPICAL I/.A%. CORNERS) / OO 1/8" / Moxjj D.LO,W{lth II / / Cl 6' 25' 0.C. (MAX.) I (MU ' I (MAX.) 37' WINDOW FRAME WIDTH 'XELEVATION (LIMITED TO LOADS ON SHEET 5 OF 7) 04 ANCHORS! (A) 6 AT FRAME HEAD <C) 6 AT FRAME SILL (D) 4 AT EA. FRAME JAMB ANCHOR CLUSTER SEE DETAIL 114 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) 6" I(MAX.) mim 30115/8" Wid / Brxp`dtet sap b-apon. IL. AL__ 4 (TYPICAL CT OR EN ALL ( .) I 6" 1(MAX 14 I ! (wXL41 4 r 25- O.C. (MAX.) 74' WINDOW FRAME WIDTH "XO" ELEVATION - (OX reversed) (LIMITED TO LOADS ON SHEET 6 OF 7) txed Bracket at 8" from end. (Typ. at all Fixed Lite Comers) ANCHORS, (A) 6 AT FRAME HEAD (C) 6 AT FRAME SILL CD) 4 AT EA. FRAME JAMB 6" I(MAX ) . I I (M L— 4'- 4' 74' WINDOW FRAME WIDTH �°X X" ELEVATION (LD&ITED TO LOADS ON SHEET 6 OF 7) ANCHOR CLUSTER SEE ➢ETAIL #4 AT SHEET 7 OF 7 (FRAME SILL TYPICAL) .t; D1,9. ertiltti %yam ,/ 01 MAX (ATYPICAL ( )Cotes) (MAX.) .I 25" 0.`I:. (MA%.) `SERIES-3200 'OUTSWING CASEMENT IMPACT WINDOW APPROVED ELEVATIONS • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK 0R MASONRY IS LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE #12 SMS OR WD. SCREWS INTO WOOD, OR ' 1/4" TAPCONS-or APPROVED CONC. FASTENERS INTO CONC., '-WITH A MINIMUM OF 1'1/4' PENETRATION INTO -WOOD OR( CONC. (REFER TO LOAD TABLES FOR' QUANTITIES REQUIRED • • • • • J• solos•, • •+.Wew ••e•w 1j ENOIiD_ • A. ReyPed Aoico npN w/ 2010 RIC \ J C. Revised to Comply w/ 2014 PBC •• ••• • • • • • •• • • • ram• r, v DATE__ 24�� ••• ••• • • • ■ r' D.eorr se+• ' V • • N. EIZAZO Wr• Asw.a PP• • O N. WSW R.WMwr Lrv.t • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • O. Renewal and Revision to sheet 5 & 6 of 7 PRODUCT REVISED 00 coi,4glyi lg with the Florida B9i£d18 Code ASOODtray. No I'ladu.! Conunl LA WS ON (INDUSTRIES, INC. ) Draw Claw NOA °°e 07/27/o8 Series: 3200 Outswing Impact Casement Window 06/25/14 GENERAL NOTES & APPROVED ELEVATIONS (X, XX, XO or OX) EXT. 6 INT. FALSE COLONIAL MUNTINS ARE APPLIED V/ V/ SILICONE AND ARE AVAILABLE AS OPTIONAL. 908.20 9501 N.W. 90 Si'. MEDLEY. FLORIDA 33166 PE No. (305) 696-6660 Dade Pe MANOPACTURIR 0P QUALlrY ALUMINUM WINDOWS AND CLASS DOORS Pere Moe Prot Cepeory, Serf./Mod. how W..ay. /: a.04A I: ASSEMBLY WINDOW 3200 L6NOA 06-01 SLOW P00doof A./erw^.. Aunre.,, Pm.. Number. Shirt CASEMENI3200-06N0A-01 L3200-0801 1 OF 7 1/4' TAPCONS W/ 1 1/4' MIN. CONC EMBEDMENT STUCCO (BY OTHERS) 01 01 0 PERIM. CAULK NG BY OTHERS (TYP.) LI; „_ a) 0 if.. ED 4? diwAffir 1 5/32' EDGE DISTANCE EXTERIO EXT. GRADE PERIM. CAULKING (TYP.) • • INTERIOR GLASS ALL P.T. WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP,..-f, 1/4' • (MIN. EMBED.) [ a) METAL LATH & STUCCO (BY OTHERS) 1/4' MAX. SHIM SPACE EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (1.YP.) EXTERIOR 1/4' MAX. SHIM EXT. GRADE PERIM. CAULKING (TYP.) (40 OD A 411) 4 , A A STUCCO (BY OTHERS) a 2 3/4' EDGE DISTANCE t 1 El./Iff2L1.) METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING (BY OTHERS) • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK OR MASONRY IS LESS THAN I/8m, SHIMS ARE NOT REQUIRED. FE.ODUCT REVISED tbs Florida ANCHORS NOTE: NOTE: ANCHORS TO BE *12 SMS OR WE SCREWS INTO WOOD, OR 1/4' TAPCONS or APPROVED CONIC. FASTENERS INTO CONC, WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR CONC. (REFER TO LOAD TABLES FOR QUANTITIES REQUIRED) 08.2o zoi_q # 14 S.M.S. cr WD. SCREW W/ 1 1/4' MIN. WOOD EMBED STUCCO (BY OTHERS) 2X won BUCK (TYP.) ALL WOOD FRAMING ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) INTERIOR • • • • • • • • • • • 11019911119, • • Rmallan Alum • =11511q • AllRevilled t• &amply w/ 2010 FOC -4; 55225C. Revisedt.o Conlon: w/ 2014 FBC • oe • • : • • • • • - Dram Dr • • of• • • N. ER4,20 ,.."'-11[11eaftfod Ayr: • • • aue° C OVERALL FRAME HEIGHT 2X WOOD BUCK (TYP.) EXT. GRADE PERIM. CAULKING (TYP.) IX or 2X P.T. WD. BUCK B. Renewal and Revision to sheet 5 & 6 of 7 ''',1,1:3:13"•' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • bvisedt • ALL WOOD BUCKS ,- / ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) 1 I/4" (VAIN EMBED.7— 2X WOOD BUCK ANCHORED TO CONC. TO BE P.T, (TYP.) 1/4' MAX. SHIM SPACE LAWSON Draw Claw: NOA . ) 1/4' MAX. [SHIN SPACE 1 1/4" (LliN. EMBED.) 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8680 MUILNIACTURAR OF QUALITY ALUMINUM WINDOWS AND GLASS DOORS Ctora Prat Dame, Serlanilfairk /Wm lleferww• Am.* I, ASSEMBLY WINDOW 3200 LONGA 08-01 07/27/08 Series: 3200 Outswing Impact Casement Window 08/26/14 VERTICAL CROSS -SECTIONS, DETAILS & NOTES Seale: ?retool ROVrwarl Mont., araUli•VI Amen: CASE9E2T3200-08000-01 L3200-0801 2 OP 7 PERIMETER CAULKING At.t__m�tttt�yt�lu j 11••r �L11LL•LRfC. STUCCO (BY OTHERS) TAPCDN 1 i 4""— (MIN. EM E0.) L' ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BLDG. OFFICIAL (TYP.) PERIMETER CAULKING ir—GL FIXED VENT OVERALL FRAME WIDTH OVERALL VENT WIDTH ®m0 m m EXTERIOR Jf1f4. - - 1 ti: ill 1 0 CD OVERALL FRAME WIDTH DAYLIGHT WIDTH OPERABLE VENT INTERIOR • WHEN THE GAP BETWEEN THE WINDOW FRAME AND THE BUCK 0R MASONRY 1S LESS THAN 1/8", SHIMS ARE NOT REQUIRED. ANCHORS NOTE: ANCHORS TO BE"#12 SMS OR• VD. SCREWS INT❑ WOOD; DR, 4' TAPCONS._ or APPROVED CONC.-FASTENERS INTO-CONC., WITH A MINIMUM OF 1 1/4' PENETRATION INT❑ WOOD 0R7 CONC. (REFER 70 LOAD TABLES FOR QUANTITIES REQUIRED) CO 18. EXTERIOR INTERIOR OVERALL VENT WIDTH DAYLIGHT WIDTH GLASS OPERABLE VENT JO ALL WOOD BUCKS ENGINEERED SEPARATELY & TO BE REVIEWED BY BLDG. OFFICIAL (TYP.) • •• • • • • • • • P.T WOOD BUCK NOT BY LAWSDN IND. MUST SUSTAIN IMPOSED LOADS 1/4' MAX. _ ... _ SHIM SPACE P STUCCO (BY OTHERS) v `•'da:ri.'.. 11JnT.'i I 11:.0r.:::ri"""". 18 O F ©® Ai 6._,....._, al)'FAll Pro Atki. 11� fivr • �17 1/4' TAPCDN 1 1/'4" (MIN. EMBED) • •• •• • 5225 o• Rao! • A -eve a -o•Compiy w/ 2010 FBC B. Renewal and Revision to sheet 5 At 6 of 7 1/4" TAPCDN 1/4•— (MIN. EMBED.) PERIMETER CAULKING 1 4 J se EXTERIOR ®mm GLASS INTERIOR PRODUCT REVISED ALL WOOD BUCKS ,10 oompiyirr5 •ri;ia llu Honda ENGINEERED SEPARATELY ��a� BLDG. OFFICIAL (TYR.) NBu01 irc Cove _ Q & TO BE REVIEWED F10C�r '�"i10 4 /��• 20 Corar LA WS ON (INDUSTRIES, INC.) 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 PH No. (305) 696-8660 R � C. Revised to Comply w/ 2014 FBC MANUFACTURER OP QUALITY ALUMINUM WINDOWS AND CLASS DOORS pane Clam Part Clam Frei Cabprry: Svrtrr/Ya4t lyre R frlarW A, RrMMen 4, ••• ••• 't • • NOA ASSEMBLY WINDOW 32C0 LCNOA 08-01 ;•. y.;= 74't a E.www. flr: • Lwl. Brown: '•!cr i • N.•ERAZ0 07/27/06 Series: 3200 Outswing Impact Casement Window •� �` Sl • °"° Revised:HORIZONTAL CROSS —SECTIONS, DETAILS & NOTES r ,a�' • • N. tiMZO 08/26/14 .4�. RMeloPLrwC •D Ea, Pradeal Ry....w Meets: Awadr% Foe*, CASEMEN 3200-06N0A-o1 L3200-0801 Shoot 30F7 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • EXT. GRADE BACK BEDDING TO BE APPLIED BEHIND VINDOW FLANGE BY INSTALLER (TYP) FACE CAULK BY OTHERS (TYP.) LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST LAWSON SERIES: 3200 CASEMENT WINDOW — BILL OF MATERIALS LIST ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS ITEM # DWG. NO. PART NO. QUANTITY DESCRIPTION REMARKS 40 1 X VENT ANTI SAG VENT/SILL RAMP NYLON 6/6 L-3001 UI-118 FRAME HEAD 6063-T6 ALUMINUM 41 1 X HANDLE LOCKING HANDLE BACK PLATE • 2 L-3002 u1-115 FRAME SILL 6063-T6 ALUMINUM 42 1 X VENT 5/16" INSECT SCREEN - OPTIONAL ALUMINUM FRAME 3 L-3002 UI-115 2 FRAME JAMB -HINGE SIDE 6063-T6 ALUMINUM 43 SEE ELEVATION FRAME INSTALLATION SCREWS #12 X 2 1/4" PH SMS 4 L-3002 UI-115 2 FRAME JAMB -LATCH SIDE 6063-T6 ALUMINUM 44 SEE ELEVATION FRAME SILL CUP SCREWS #12 X 1 1/2" PH SMS 5 L-3004 UI-119 2 VENT TOP RAIL 6063-T6 ALUMINUM 45 SM-5504 SEE ELEVATION FRAME/VENT ASSEMBLY SEALANT 6 L-3004 UI-119 2 VENT BOTTOM RAIL 6063-T6 ALUMINUM 46 SEE ELEVATION FRAME INSTALLATION CAULKING EXTERIOR GRADE PERIMETER 7 L-3004 UI-119 2 VENT SIDE RAIL -HINGE SIDE 6063-T6 ALUMINUM 47 L-3007 LII-164 1 X ANCHOR FRAME HEAD/JAMB SHEAR PLATE 6063-T5 ALUMINUM (3" L.) 8 L-3004 LII-119 2 VENT SIDE RAIL -LATCH SIDE 6063-T6 ALUMINUM 48 L-3009 L11-159 AS READ. GLAZING BEAD - 7/16" 6063-T5 ALUMINUM 9 L-3003 LII-116 AS REQ 0. IN -POST 6063-T6 ALUMINUM 49 2 X BRACKET FIXED VENT ATTACHMENT SCREW #8 x 1 1/4" FH./PHIL. SOS 10 L-3006 uI-111 1 X ANCHOR FRAME SILL ANCHOR CLIP 6063-T6 ALUMINUM (3" L.) 50 8 X POST IN -POST ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 11 L-3005 LII-113 AS REQ'D. FIXED LITE MOUNTING BRACKET 6063-T6 ALUMINUM (3" L.) 51 DC-899 AS REOD. GLAZING SEALANT - SILICONE • 12 L-3010 LI1-7708 AS READ. GLAZING BEAD - 5/16" 6063-T5 ALUMINUM WINDOW FRAME EXT. GRADE PERIMETER CAULKING NOT BY 'LAW SON INDUSTRIES', TO BE APPLIED BY OTHERS (TYP.> STUCCO OR EXTERIOR FINISH BY OTHERS CTYP.) FRAME PERIMETER CAULK DETAIL SUBSTRATE: CONCRETE DR P.T. WOOD BY OTHERS' (TYP.)., w, i 1/4' MAX. SHIM 1/4' (MIN EMBED.) EDGE DISTANCE 2X WOOD BUCK (TYP BACK BE O BE APPLIED BEHI INDOW FLANGE BY INSTALLER (TYP.) PERIMETER SEALANT ALL WOOD BUCKS ENGINEERED SEPARATELY 8 TO BE REVIEWED BLDG, OFFICIAL CTYP.) H 12 S.M.S. or WD. SCREW W/ 1 1/4' MIN. WOOD EMBED EXTERIOR GRADE PERIMETER CAULKING BY OTHERS (TYP.) METAL LATH, STUCCO AND EXTERIOR GRADE SHEATHING <BY OTHERS) OWOOD FRAME INSTALLATION DETAIL URF.VLYED SEE MULLION APPROVALS FOR P sROo D1CTyiag.viththoFloida MULLION TYPE, SIZE AND MAX. ',i`cis Cr$e DESIGN PRESSURE LIMITATIONS.ti-''''��j'""' NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW, OR MULLION SHALL GOVERN. IIG D # 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING T W WINDOW FRAME ALTERNATE ANCHORING AT SILL MULLION ATTACHMENT DETAIL 'JlKyaLf:i.F:rOtl1 • • • •TRIO • • • �•• ••• DATE___ l:yl 08.2 Sod.? 13 L-7531 L-7531 AS READ. GLAZING BEAD BULB VINYL PVC VINYL 14 SM-5731 AS READ. GLAZING SEALANT - SILICONE • 15 L-3012 LI-110 AS READ. WEATHERSTRIPPING - FRAME/VENT PVC VINYL 16 L-3011 UI-133 AS REO'D. GLAZING BEAD 11/16" LAM./INSUL. 6063-T5 ALUMINUM 17 L-3013 12 CORNER KEY PER FRAME • 18 L-3013 8 CORNER KEY PER VENT 19 L-3013 4 X POST CORNER KEY PER IN -POST 20 8 FRAME ASSEMBLY SCREWS #10 X 1" PH SMS 21 22 8 2 X VENT VENT ASSEMBLY SCREWS #10 X 1 1/4" PH SMS 4 BAR 90' HINGES - STD. & H.D. 23 2 X VENT 4 BAR 45' HINGES - STD. & H.D. • 24 AS REOD. HINGE MOUNTING SCREWS #10 X 1/2. P.H./PHIL. B 25 1 X VENT VENT OPERATOR - DUAL or SINGLE • 26 4/ OPER. OPERATOR MOUNTING SCREWS #10 X 3/4" F.H./PHIL SDS 27 1/ OPER. STAINLESS STEEL "C" TRACK 28 2/ TRACK TRACK MOUNTING SCREWS #8 X 1/2" F.H./PHIL. SDS 29 1/ OPERATOR STUD BRACKET CONNECTOR 30 2/ BRACKET STUD BRACKET SCREWS #8 X 1/2' F.H./PHIL. SDS 31 1/ VENT LOCKING HANDLE 32 2/ LOCK LOCK HANDLE MOUNTING SCREWS #10-32 X 3/8" PH MS 33 1/ VENT LOCKING MULTI -POINT BAR 34 1 X LOCK POINT TIE BAR NYLON GUIDES • 35 2 X GUIDE NYLON GUIDES MOUNTING SCREWS #8 X 1" PH./PHIL. 8 36 1/ LOCK KEEPER (ST. SIELL) 37 2/ KEEPER KEEPER MOUNTING SCREWS 3• 49 • • ••. • MlN•• NOW: • •I Rpee`y Comply w/ 2010 FBC 55225 B. Renewal and Revision to sheet 5 k 6 of 7 y ' * C. Revised to Comply w/ 2014 FBC * • •" M ••• ••• • ! R • • N. IRAZO �.'•• ..',1011 Rosins • • Deb Anew. • N. 06/25/14 RM.bw. L l c L-3014 4 2/ SNUBBER S0: 0,em.R ••• • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • ••• • • • • • • • • • • • • • •• •• Dab Ormrn 07/27/08 SNUBBER SNUBBER INSTALLATION SCREWS LA WS ON (INDUSTRIES, INC. ) Drew Clew: NOA Series: 3200 Outswing Impact Casement Window BILL OF MATERIALS LIST AND DETAILS 6063-T5 ALUMINUM #8 X 1/2" PH SMS 8501 N.W. 90 ST. MEDLEY. FLORIDA 33166 PH No. (303) 696-8660 MANDPACTORER 0l QOIL/TY ALCAONOY VINDOIS AND GLASS DOORS Pert Mtn: Pnd Cebeory Sa/Meet /6,n Wennw N RMMew g• ASSEMBLY WINDOW 3200 LCNOA 08-01 S.W: Paso. fief Rtw,w,, a@.*.q Numb.,. Slut CASEYENT3200-06NOA-01 L3200-0801 4 OT 7 5/16" LAMINATED CLASS COMPOSITION - TYPE "A" 1 ITEM DESCRIPTION DETAIL _ 1 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER Butocite PVB by DUPONT or Soften PVB by Eastman Chenkal Co. 1 cafe 3 1/8' ANNEALED GLASS 5/16" LAMINATED GLASS COMPOSITION - TYPE "B" ITEM DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' PVB INTERLAYER Soften PVB by Eastman Chemical Co. a 3 1/8' HEAT-STRENGHTENED GLASS 5/16" LAMINATED GLASS COMPOSITION - TYPE "C" ITEM DESCRIPTION 1/8' HEAT-STRENGHTENED GLASS 0.090' INTERLAYER SentryGlass Interlayer by DuPont 1/8' HEAT-STRENGHTENED GLASS DETAIL 7/16" LAMINATED GLASS COMPOSITION - TYPE "D" ITEM DESCRIPTION 3/16' ANNEALED GLASS 0.090' PVB INTERLAYER Soflex PVB by Eastman Chemical Co. 3 3/16' ANNEALED GLASS 11/16" LAMINATED GLASS COMPOSITION TYPE "E" ITEM DESCRIPTION 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER Soften PVB by Eastman Chemical Co. 3 1/8' ANNEALED GLASS 1/4' INSULATED AIR SPACE 1/8' ANNEALED GLASS DETAIL LAMINATED GLASS TYPES 9/16' GLA INGITE, 5/18 Laminated 9/16 GLA ING BITE 7/18" Laminated 9/16 GLA ING RITE 11/18" Laminated/Insulated GLAZING OPTION DETAILS ,' Flange Frame Window Glazed with 3200Impact Casement Configuration: Wfindow r Glass Type "A""j Glass Type "B" Glass Type "C' Glass Type "D" Gass Type "E" "X" '5/16" Annealed Gass ' 5/16" H.S. Gass - PVB 5/16" HS. Class SGP 7/16" Amealed Gass 11n 6" Annealed Gass COMMODITY SIZES Size __Width (In) _Height_ (n) Anchors DP(+) DPI-) Psf DP + p DP &) p DP + Sf DPI-) Psf Dp + DPI-) sf Dp+). -.. DPI-) - Psf Code Head/Sill Jamb 12 19.125 26 2 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 . 13 19.125 38.375 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 14 19.125 50.625 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 15 19.125 63 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 16 19.125 74.25 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H32 26.5 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H33 26.5 38.375 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H34 26.5 50.625 3 4 59.0 59.0 70.0 82.0 ' 70.0 82.0 70.0 73.0 70.0 73.0 H35 26.5 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 H36 26.5 74.25 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 22 37 26 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 23 37 38.375 3 3 59.0 59.0 . 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 t 24 37 50.625 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 25 37 63 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 26 37 74.25 3 5 59.0 59.0 70.0 82.0 - - - MODULAR SIZES 2020 24 24 2 2 59.0 59.0 70.0 82.0 70.0 1320 70.0 73.0 70.0 73-0 2030 24 I 36 2 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2040 24 48 2 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2050 24 60 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2060 24 72 2 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2620 30 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2630 30 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2640 30 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2650 30 60 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2660 30 I 72 3 5 59.0 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2820 32 24 3 2 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2830 32 I 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2840 32 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 2850 32 I 60 3 5 59.0 59.0 70.0 82.0 70.0 62.0 70.0 73.0 70.0 73.0 2860 32 72 3 5 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3020 36 24 3 2 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3030 36 36 3 3 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3040 36 48 3 4 59.0 59.0 70.0 82.0 70.0 82.0 70.0 73.0 70.0 73.0 3050 36 60 3 5 59.0 59.0 70.0 82.0 70.0 820 70.0 73.0 70.0 73.0 3060 36 72 3 5 59.0 59.0 70.0 82.0 - - - - - - • • • • • • • • • • • •• •• i s Wt - • • we • �aeSis,0 ffii~• S.. Rlsed to •ompy w/ 2010 Fec P1<GDUJI' REVISED <ctcp17i179 'RAD the Florida Ciendi'10 Cc -de .:cepes Ide �D8.2o Z°19 • • DATE • • •• B. Renewal and Pe ision to sheet 5 of 7 C. Revised to Comply w/ 2014 F8C • • • • • • Draw. Dl• • • N. BRAZO Dm Dnawn' 07/27/06 IRwa • • N. FI•AG0 • Data Dwe-C 08/25/14 LA WS ON (INDUSTRIES, INC. ) Draw Llama NOA 8501 N.W. 90 ST. MEDLEY. FLORIDA 33166 PH No. (305) 696-8660 ATINIT)ICTORER OP QUALITY ALCAmWM 11NDOIS AND CLASS DOORS PM Maw ASSEMBLY Brea Catepar WINDOW 3200 )b.. DV • A: LCNOA 08-01 Aruba. e: Series: 3200 Outswing Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "X" UNITS Da tmi.. llw.e • • • • • • • • • • • • • • It • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • Peal: Pr*. Itr/m ease Amen, CASEAe?3200-06N0A-01 "'ber: L3200-0601 Sao.a 50P 7 5/18" LAMINATED GLASS COMPOSITION - TYPE "A" 1 ITEM DESCRIPTION 1/8' ANNEALED GLASS 2 0.090' PVB INTERLAYER ButocIte PVB by DUPII4T or Soflex PVB by Eastiwn Cheeks' Co. 1/8' ANNEALED GLASS DETAIL -J 0.3.142' 5/18" LAMINATED GLASS COMPOSITION - TYPE "B" ITEM DESCRIPTION DETAIL 1 1/8' NEAT-STRENGNTENED GLASS 2 0.090' PVB (NTERLAYER Soflex PVB by Eastman Cheeks' Co. I'-�_----_ I a3b'- 3 I/O' HEAT-STRENGHTENED GLASS 5/18" LAMINATED GLASS COMPOSITION - TYPE "C" MIL DESCRIPTION DETAIL 1 1/8' HEAT-STRENGHTENED GLASS 2 0.090' INTERLAYER SentryGloss Interlayer by DuPont ,u. / 1a ) I -_ -_'-'-"--- 0.3.0' 3 1/8' HEAT-STRENGHTENED GLASS 7/18" LAMINATED GLASS COMPOSITION - TYPE "D" ITEM DESCRIPTION 3/16' ANNEALED GLASS 0.090' PVB INTERLAYER Saflez PVB by Enstmnn Chenknl Co. 3 3/16' ANNEALED CLASS 11/18" LAMINATED GLASS COMPOSITION TYPE "E" REM DESCRIPTION 3 5 I/O' ANNEALED GLASS 0.090' PVB INTERLAYER Soflex PVB by Eastnon Cheeks! Co. 1/8' ANNEALED GLASS 1/4' INSULATED AIR SPACE 1/8' ANNEALED GLASS DETAIL LAMINATED GLASS TYPES Flange Frame W ndowGla¢ed with 3200 Impact Casement Window Configuration: "XX", "XO" or "Or Gass Type "A" Glass Type "B' Gass Type "C' Gass Type "D" Gass Type "E' 5116" Annealed Gass 5116" HS Gass - PVB 5116" HS. Gass SOP 7M6" Annealed led Cass 11116" Annealed Gass 9/16 GLA ING :ITE 5/18 Laminated) 9/16 GLA ING BITE 7/18" Laminated 9/16 GLA ING BITE 11/18" Laminated/Insulated GLAZING OPTION DETAILS COMMODITY SIZES .Size Code wldlh On) Height (In) Anchors Head'SilI Jamb DP(+) Pet OP(-) Ptt CP(+) DP(+) Psf I P(+) Psi LP() I DP(*) Pet CP(-) 22 37 26 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 23 37 38375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 24 37 50.625 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 25 37 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 32 53.125 26 4 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 33 53.125 38.375 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 34 53.125 50.625 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0. 73.0 70.0 73.0 35 53.125 63 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 74 26 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 023 74 38375' 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 o24 74 50.625 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 ❑225 74 63 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73 0 MODULAR SIZES 3020 36 24 4 2 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 3030 36 36 4 3 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 3040 36 48 4 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 3050 36 60 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 4020 48 24 4 2 70.0 70.0 70.0 73.0 700 820 70.0 73.0 70.0 73.0 4030 48 3 4 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 4040 48 48 4 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 4050 48 60 4 4 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 5020 60 24 5 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 5030 60 36 5 3 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 5040 60 48 5 4 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 5050 60 eo 5 4 70.0 70.0 70.0 730 70.0 820 70.0 73.0 70.0 73.0 6020 72 24 6 2 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6030 72 36 6 3 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 6040 72 48 6 4 70.0 70.0 70.0 73.0 70.0 82.0 70.0 73.0 70.0 73.0 6050 72 60 6 4 70.0 70.0 70.0 73.0 70.0 820 70.0 73.0 70.0 73.0 • • •• • • • • . • • • •• • µ. •'-P• • • .•• • •.i to 4p'�±, • IteM� warm At* K Fivise• • B. Renewal a N. 5225 * • •;C. i . •_. • • • fly • :1.= • i tom .Two.. c...e IRO • • DATE • Comply so/ 2010 PBC Revised to • N. N. ijuizo Dab 04.44: 07/27/08 00/95/14 TIonda LAWSON Draw, au. NOA MEDLEY. FLORIDA 33166 PH No. (305) 696-8660 IIIIIIINCTORIR OP QUALITY ILI:WINDY WINDOWS AND CUSS DOORS Pert Clam: ASSEMBLY 3200 Series: 3200 Outsvring Impact Casement Window GLASS & DP CHARTS AND GLAZING DETAILS FOR "XX-0X-X0" UNITS Seale Pre.. 11144trewee Anna, Me* Sheet OFRAME HEAD L-3001 6063-T6 ALUMINUM .062 OFRAME IN -POST RAIL L-3003 6063-T6 ALUMINUM 1.435 2.312 0.062— II r.062 FI C. .062 jlfl .062 , f =-1.435--I 4.797 FRAME SILL / JAMB L-3002 6063-T6 ALUMINUM -.062 1.87 2...2 0.062 ©0 0 0 VENT RAIL 0.062 L-3004 6063-T6 ALUMINUM 0.688 ASSEA Y 1 .1I;EWS .H./151a. SMS ANCHOR CLUSTER (HEAD/SILL TYPICAL) INPOST ANCHOR DETAIL 1 VENT NNL ASSEMBLY SCREWS 2 — %10 X 1 1/4' ,Th..,„..„--- P.H./PHIL SMS '1' 7111111111111 FRAME JAMB FRAME CORNER DETAIL 1.231 0.078 47 FRAME SHEAR PLATE L-3007 6063-T5 ALUMINUM 0.377 L_ 0.340 1 0.120 —1.215 ALUMINUM SNUBBER 38 L-3014 6063-T5 ALUMINUM PERIMETER SEALANT SEE MULLION APPROVALS FOR MULLION TYPE, SIZE AND MAX. DESIGN PRESSURE LIMITATIONS. NOTE: THE LOWER PRESSURES OF FIXED, CASEMENT WINDOW OR MULL SHALL GOVERN 1/4' MAX. SHIM 12 S.M.S. X 1 1/4" L. SEE ELEV. FOR SPACING 1. ALL STEEL IN CONTACT WITH ALUM. TO BE PAINTED OR PLATED. 2. METAL STRUCTURES: (STEEL OR ALUM. 1/8" MIN. THICK) A) STEEL : Fy = 36 KSI MIN. B) ALUMINUM 6063—T5 MIN. WINDOW FRAME METAL STRUCTURE ATTACHMENT DETAIL FRAME IMPOST FRAME SILL VENT RAIL CORNER DETAIL ASS ABL SCREWS % 11/4' P.H./PHIL SMS FRAME IMPOST DETAIL FRAME & SASH CORNER ASSEMBLY DETAILS 0.188 { 0.801 10 FRAME SILL ANCHOR CLIP L-3006 6063-T6 ALUMINUM 0.070J 2.794 12 GLAZING BEAD 5/16" Laminated L-3010 or L-7708 6063-T5 ALUMINUM { 0.094 .094 1 1 FIXED LICE MOUNTING BRACKET .970 II L-3005 6063-T6 ALUMINUM —1.478 L GLAZING BEAD 11/16" Insulated/Laminated L-3011 or LII-133 6063-T5 ALUMINUM 48 GLAZING BEAD 7/18" Laminated L-3009 or LH-159 6063-T5 ALUMINUM .Ofi r , 0.801 0.266 �0 668 1� tangy w/ 2010 FBC B. Renewal and Revision to sheet 5 6 6 o/ 7 C. Revised to Comply w/ 2014 FBC ••• ••• Omura 1. • • N. `RAZO A*" • N. Vt0 N.wiaLou. C ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • err scam. 07/27/06 wr 06/14 SAW: PRODUCT REVISED complying with the Fiorida 3uildiog Code A.oep•nnce No FxDia1E4nate II'v rviia^'./ Dade Product Camel Icy 08.2o Zoig LA WSON 8501 N.W. 90 ST. MEDLEY, FLORIDA 33166 (1-1,T37 USTRIE S, INC.) PH No. (305) 696-8660 MANUPICTORZA 0P QUALITY /LULLNUL WINDOWS IND CLASS DOORS D,ww a ea N0A Pare nos: ASSEUBLY Prot o•Wr.fr W NDOW S..+.yrw.e 3200 Tr.w Dafern .. F LCNOA 06-01 .r.r.a% A: Series: 3200 0utswing Impact Casement Window EXTRUSION CROSS -SECTIONS, & ASSEMBLY DETAILS Prod.. Seers * Num..: AmNy. via*, CA006EN73200-08607,-01 13200 — 0801 Wawa 7 OF 7