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WS-16-3088Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-9972 Inspection Number. INSP-273146 Scheduled Inspection Drate: January 03, 2017 Inspector: Riveron, Alexis Owner: CURRY, JOHN Job Address: 45 NW 93 -Street Miami Shores, FL 33150 - Project: <NONE> Contractor: FLORIDA WINDOW & DOOR Permit Number: WS -11-16-3088 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement Phone Number (954)770-4549 Parcel Number 1131010340270 Phone: (561)340-4300 Building Department Co nts INSTALL 10 IMPACT WINDOWS 2 IMPACT DOORS Infractlo Passed Comments INSPECTOR COMMENTS False Passed 0 Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid Inspector Comments CREATED AS REINSPECTION FOR INSP-270990, No inspection. eady for January 03, 2017 For Inspections please call: (305)762-4949 Page 12of20 Project Address Miami Shores Village 10050 N.E. 2nd Avenue NW Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit NO. WS -11-16-3088 errn Permit Type: Windows/Shutters 1 orfs Classification: Window/Door Replacem Permit Status: APPROVED Issue Date: 11/30/2016 Expiration: 05/29/2017 Parcel Number Applicant 45 NW 93 Street Miami Shores, FL 33150- 1131010340270 Block: Lot: JOHN CURRY Owner Information Address Phone Cell JOHN CURRY 45 NW 93 Street MIAMI SHORES FL 33150- (954)770-4549 45 NW 93 Street MIAMI SHORES FL 33150- Contractor(s) FLORIDA WINDOW & DOOR Phone (561)340-4300 Cell Phone Valuation: Total Sq Feet: $ 10,500.00 1148 Type of Work: INSTALL 10 IMPACT WINDOWS 2 IMPACT No of Openings: 12 Additional Info: INSTALL 10 IMPACT WINDOWS 2 IMPACT Classification: Residential Scanning: 3 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $6.60 $3.30 $3.30 $2.20 $220.00 $9.00 $8.80 $253.20 T. Pay Date Pay Type Invoice # WS -11-16-62034 11/10/2016 Check #: 7099 $ 50.00 $ 203.20 11/30/2016 Check #: 7124 $ 203.20 $ 0.00 Amt Paid Amt Due Available Inspections: Inspection Type: Window Door Attachment Final 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 forELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify tha .u'. construction and zoning. Fuths- Author' regoing infors accurate and that all work will be done in compliance with all applicable laws regulating thorize the a.. - ed contractor to do the work stated. November 30, 2016 ignature: Owner / Applicant / Contractor / Agent ate Building Department Copy November 30, 2016 1 \� 2kt Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING El PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS JOB ADDRESS: 45 NW 93 STREET Master Permit No. Sub Permit No. REC li NOV 10 2016 BY. 9rik FBC 2019 INS / Co -O& ❑ REVISION ❑ EXTENSION RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS City: Miami Shores County: Miami Dade Zip: 53156 Folio/Parcel#: 1 1-3101-034-0270 Occupancy Type: Load: Construction Type: JuIrth Curr, OWNER: Name (Fee Simple Titleholder): Address:45 NW 93 STREET Is the Building Historically Designated: Yes NO Flood Zone: BFE: FFE: Phone#: 786-479-5445 City: MIAMI SHORES State: FL Tenant/Lessee Name: Email: Phone#: zip: 33150 CONTRACTOR: Company Name: FLORIDA WINDOW AND DOOR Address: 7108 FAIRWAY DRIVE #120 Phone#: 561-3404300 City: PALM BEACH GARDENS State: FL Qualifier Name: SCOTT BERMAN zip: 33418 Phone#: 561-3404300 State Certification or Registration #: CGC1509450 Certificate of Competency #: DESIGNER: Architect/Engineer: iniL,eeOi'M43 rxp Cess Phone#: c154 - 359' O(.raO Address: /60 SW /(:)7" ,9Vrnuo /OG City: Drer-ekid trach State: FL Zip: 3.31P Value of Work for this Permit: $ 19500.00 Type of Work: ❑ Addition Description of Work: ' Square/Linear Footage of Work: 1148 0 Alteration ❑ New ❑ Repair/Replace ❑ Demolition to wadi S) a impOrf- o%S Specify color of color thru tile: let CCF $ I ' CO/CC $ DBPR $ .2 a Notary $ Submittal Fee $ Scanning Fee $ Technology Technology Fee $ Permit Fee $ Radon Fee $ Structural Reviews $ (Revised02/24/2014) ZLd J' Training/Education Fee $ cif Double Fee $ Bond $ 0 TOTAL FEE NOW DUE $ Z -O2 .2-41D • Bonding Company's Name (if applicable) IJ IA Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N/A Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING 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 +Ar h,0,,.6c J /v Signature OWNER or AGENT The foregoing instrument was acknowledged before me this CONTRACTOR The foregoing instrument was acknowledged before me this day of i 20 I , by * day of40t/e/i24:7" , 20 / c , by �5oully knorm to SCOTT BERMAN , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. NOTAR BLI : WOO Sign: Print: Seal: ''' 7'' MARIA CAROLINA PATCH MY COMMISSION # FF918873 �-t EXPIRES December 21, 2019 7)71014'63 FloridsNotsrySsrvios.aom • (40 APPROVED BY (Revised02/24/2014) identification and who did take an oath. NOTARY PUBLIC: Print: HOWARD SIMKOFF Seal: 'if t Plans Examiner Structural Review rokt. HOWARD SIMKOFF AP MY COMMISSION # GG 013316 EXPIRES: August 27, 2020 'fib, op* loewa Diu iudo Mary Sittiost Zoning Clerk Opening 1. X Outswing Door (Series 1800 Impact View) FL 18394.1 2. XO Horizontal Sliding Window (Series 1600 Impact View) NOA 15-0130.02 3. XO Horizontal Sliding Window (Series 1600 Impact View) NOA 15-0130.02 4. Single Hung Window (Series 1700 Impact View) NOA 15-0130.03 5. XO Horizontal Sliding Window (Series 1600 Impact View) NOA 15-0130.02 6. Casement Window (Series 1400 Impact View) FL 18390.1 7. XX Outswing Door (Series 1800 Impact View) FL 18394.1 8. Single Hung Window (Series 1700 Impact View) NOA 15-0130.03 9. XO Horizontal Sliding Window (Series 1600 Impact View) NOA 15-0130.02 10. XO Horizontal Sliding Window (Series 1600 Impact View) NOA 15-0130.02 11. XO Horizontal Sliding Window (Series 1600 Impact View) NOA 15-0130.02 12. OX Horizontal Sliding Window (Series 1600 Impact View) NOA 15-0130.02 tt 8 (37 x 38) 9 (53 x 50) 10 (53 x 50 ) 11 (53 x 50) Kitchen • •••• • • • • .• •• • • .• • •• •• • • • • • •• •• •• •• • • . •• •••• •• • • • • • • • • • • ••• • • • • • • • • • • •• •• •• •• • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• • ••• • • MRH 12' •• • • • •• ••• •• • •• • • • • • • • • • • ••• •• 7 (51 x 80 ) Bath Living Room • 6 (37 x 50) Egress Dining Family Room 12 (53 x 50 ) Bedroom 1 Bath 1 Bedroom SNOI1V111931_i q,iiij1 arigs) N(1UJ UNV -i.1 V 1.; 1VH303d 11V HUM 3ONVI-IdW00 0110JI11( l5 -v // l� 1c130 0018 1•330 ONINOZ 31va A8 Q3AO11ddti a6ell!A saaoug Iweiw I=1 2 (53 x 50) Egress 1 5 x 50) • 4 (19 x38) 3 (37 x 50) L c 0t 0 COPYRIONT E.TEMPEST.COM SCALE: NOT TO SCALE DATE Nov 02, 2016 PAGE DESCRIPTION: Site Plan PAGE: 1 OF1 ENGINEERING EXPRESS® 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354-0660 FAX: (954) 354-0443 WWW.ENGEXP.COM Wind Load Calculation ASCE 7-10 Chapter 30 Wind Loads - Components and Cladding 5th Edition (2014) Florida Building Code Site Information Owner: John Curry Wind Speed (V): 175 MPH Exposure Category: !) Velocity Pressure Coef. (Kh): 1.03 ASCE 7-10 Ch. 30.3.1 Table 30.3-1 Directionality Factor (Kd): 0.85 Topographical Factor (KzT): 1.0 Structure Information Risk Category: Building Classification: Int. Pressure Coef. (GCpi): ASCE 7-10 Table 26.11-! Mean Roof Height (h): 12 ft. Roof Slope (0): Sloped Roof Slope Coefficient (0c): 1.0 Min. Building Dim. (L): 30 ft. End Zone Distance (a): 3 ft. II Enclosed 0.18 Prepared in accordance with: LASCE 7-10. Section 30. Wind Loads - Components and Cladding 5th Edition (2014) Florida Building Code 2016 E-Tempest.com ID: flwindowdoor-P4354 10/31/2016 Page 1 of 1 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •• •••• •• • •• Design Wind Pressure (PMAx+, PMAx-): ASCE 7-10, Chh 30.4'x/3.0'6 2 • • • • � • ••• ••• Device Calculations:AscE 7-10, Chapter 30, All Subsections ••• • ••• • # h560 ft. Zone Elevation (ft) h>60 ft. Max Positive Pressure (PMAx+) PMm+ .1h(ec GGppos. GCp).: ; • • G • • ••• . .• PMAx+ = gh(ec GCppos + GCpi) Max Negative Pressure (PMAx-) PMaec- = Nh(Oc Gapne�- ramp) : • • :'• 38 x 80 PMAX- = gh(eC GCpneg - GCpI) ••• ••• Device Calculations:AscE 7-10, Chapter 30, All Subsections ••• • ••• • # Size (W x H) Zone Elevation (ft) Area (ft2) •• • •AW4T ., ;4• . r. • • • ; • • G • • ••• . GCp+ GCp- Pmaz+ (Ib/ft2) Pmax- (Ib/ft2) 1 38 x 80 End 7 21.11 ..•11.8; • • 1103 :..68A; 0.9 -1.3 46.2 -60.4 2 53 x 50 End 7 18.40 6.50 1.03 68.65 1.0 -1.3 46.7 -61.2 3 37 x 50 End 7 12.85 5.79 1.03 68.65 1.0 -1.4 47.8 -63.5 4 19 x 38 End 7 5.01 3.34 1.03 68.65 1.0 -L4 48.6 -65.1 5 37 x 50 End 7 12.85 5.79 1.03 68.65 1.0 -1.4 47.8 -63.5 6 37 x 50 End 7 12.85 5.79 1.03 68.65 1.0 -1.4 47.8 -63.5 7 51 x 80 End 7 28.33 14.81 1.03 68.65 0.9 -1.2 45.3 -58.5 8 37 x 38 End 7 9.76 3.34 1.03 68.65 1.0 -1.4 48.6 -65.1 9 53 x 50 End 7 18.40 6.50 1.03 68.65 1.0 -1.3 46.7 -61.2 10 53 x 50 End 7 18.40 6.50 1.03 68.65 1.0 -1.3 46.7 -61.2 11 53 x 50 End 7 18.40 6.50 1.03 68.65 1.0 -1.3 46.7 -61.2 12 53 x 50 End 7 18.40 6.50 1.03 68.65 1.0 -1.3 46.7 -61.2 1. THLSNFORMATON S N TEND ED TO PROVIDE DESIGN PRESSJR ES FOR THEPJR LOSE OF THE NSTALLATON OF GLAZED UNITS &OPENNG PROTECTION AS PROPOSED AND PROVIDED BY OTH ERS NO C ERTFCATION,EITHER EXPRESSED OR MPLED. SOFFERED AS TO THEVALIDRYOR APPLCABLRYOF ANY PROPOSED SYSTEM OR COMPON ENT USED ALONG WITH TH ESE PRESSUR ES ALL PRODUCTS SH ALL BE NSTALLED 14 STR OCT ACC OR DANCE WITH VALID FLOP IDA PRODUCT APPROVALS AND MUST MEET THESE PRESSU RES FOR THEGTNN SIZE IMITATIONS 2. NOCERTFCATION OR REVEW S OFFER ED hl AT THE PROPOSED UN ITS MEET ANY EGR ESS REQUREMENTS ALL EGRESS ESU ES ARE TO READDRESSED BY THE PERUSING CONTRACTOR AND THE LOCM RUL DN G OFFICIAL. 3. THE HOST STRUCTURE S ASSUMED TO BE ADEQUATE TO WITH STAID THE LOADS IMPOSED BVTHR DESIGN ASWORK REPLAC ES MING FINING. OR OPEN NGS DESIGN ED AND CER TEED RYAN ENGINEER OF RECOR D(EOR). THE CON TRAC TORSUL ONG OFFlCI. SHALL VER FYTH AT THE SUBSTR ATE EXPOSED OUR NG WORK IS SOUND FOR INSTALLATION OF THIS SYSTEME DEM ENC ES ARE FOUND N THE ExETNG HOST STR UCTURE, THS ENO: I6 -R OR THE EOR SHALL BE NOTFED BEFORECONTNUNG CONSTRUCTION AN D RESERVESTHE RIGHT TO REINSPECT AND REEVALUATE DESIGN. NO WAR R AN TY, ERN ER EXPRESSED OR NFL ED, IS GORTON ED HER EN. X. DMENSIDNS ARE SHOWN TO LLUSTR ATE DESIGN FOR ES AND OTHER DESIGN CR ITER IATHEYMAY VARY SLIGHTLY. TO THE EXTENT THAT THE OPENING AR EA S NOT SMALLER THAN 5%OF THE ENGINEER ED DESGN. CONTRACTOR STOVER FY ALL FIELD DMENSIONS PRIOR TO NSTALLATON. 5. ENGINEER SEAL AFFIXED HERETO VALIDATES STRUCTUR AL DESIGN PS SHOWN ONLY. U SE OF TN S SPECFCATION BYCONTRACTOR. etaE.N DEAN FES &SAVESHARMLESS TH S ENGINEER FOR ALL COST &DAMAGES NCLUDNG LEGAL FEES 3. APPELLATE FEES RESULTNG FROM MATERIAL FARR EATON, SYSTEM ERECTION. & CONSTR UCTON PRACTICES BEYON D THAT WHICH IS CALLED FOR BY LOCAL. STATE 8, FEDERAL CODES FROM DEVIATIONS OF THIS PLAN. 6. ENGIN EER NG EXPRESS HAS NOT VISITED THSJOBSITE. NFORIAATGN CONTAIN ED HER EN ERASED ON CONTRACTOR SUPPLED DATA AN DMEASUREMEN TS. ENGNEER N GEXPRESS SH ALL NOT BEHELD RESPON SOLE OR L NKEN ANYWAY FOR ER RONEOUSOR NA.CCU RATE DATA OR MEASURET.BITS WORK SR ALL BE FELD VER FED PRIOR TO CON STRUC TON. ENGIN EER NG EXPRESS SHALL BENOTFED MID GIVEN AN OPPORTUNITY TO REEVALUATEOUR WORK UPON DISCOVER V OF ANY NACCUR ATE INFORMATION PRIOR TO MODFCATON OF ES(STNO FELD CONDITIONS MND FABRICATION AND NSTALLATON OF MATERNA 7. EXC EFT AS EXPRESSLYPROWDEO HERE-N.NO ADD RONAL C ERTFCATIDNS OR MFRMATIONS ME NTEN DED. • ALTERATIONS ADDITONS.OR OTHER MARIRJGS TOTHS DOCUMENT ARENOT PERMITTED AND IN VALIDATE OUR CERTFIDATION • JEFFREY FRIAR T , P:E. FL PE 00601)74 - - 2016 ..ERT OF RUTH k9865 WITH RAISED ENGINEER SEAL VALID FOR (1 JOB ONLY e�lte Florida Window Door 7108 Fairway Drive Palm Beach Gardens, FI 33418 561-340-4300 Opening # NOA/Product Approval Comparison Chart John Curry Miami Shores y5 NW 93 Slee+ Miami Shores, FL 33150 Size W H Opening Design Pressure + Product Design Pressure + Opening Type 1 2 3 4 5 6 7 8 9 10 11 12 13 L 18399. 1 )40A 15-01341.Oa jvoA 15 -olio . oa NOA_01341. o3 rvoA 15-Oi2fl. oa FL 18390,1 FL I8394.I NOA 15-0I3o.03 NOA I5- GI?a 0_ NoA I5-o13n. CIA ,NOA 15- ORO. a . NOA IS-o11n. na 38 g0 44• a i6n.q 53 i 50 `1L.7 i 61. a 31 50 47 . B 0.5 19 38 ya.( C,S.I 31 50 41.8 03.5 31 50 41.8 (I';.5 51 $o 45.3 5rA.5 31 3S '18,(0 (.5. 1 53 50 y(,,`7 (01.? 53 .50 46.1 .LI.� 53 50 46.7 Cl. a 53 50 `16.7 LI. a 65. 6 46.0 9n. o GG.o 90.0 15.0 (05. 0 90,0 90.0 9o,0 9o, o 9o. 0 65.0 06.0 G )40.0 140.6 14o.0 15.0 (05.0 1110.0 I40,0 1941.41 AI .0 )140,0 OS HR NR 5H 14R CW 05 SH HR HR HR HR 14 15 16 17 18 19 20 21 22 23 24 25 26 • . . . . • . • • . . .. • •••• Opening Type: SH=Single Hung, HR=Horizontal Rolling Window, OS= Outswing Door, CW=Casement Window FW=Fixed Window, SGD=Sliding Glass Door l rlonaa .tiutlding Code Online Ikeisarao Page 1 of 2 SCIS Home i+:•i:M.•A�Y..s'z..a:.,.._ CJS S to Map �J Search S7. ? Log In User Registration i1. Hot Topics j Submit Surcharge ;. Stats & Facts Publications i FBC Staff BUS Site Ma ;. links Sear (i 'ii\Product Approval 4 USER: Public User Nzir-oed EfaliK .,sparovat Mono > Product- or:,nsbtatior. Search > aA 311c.ann iist> Appiiwtion Detail FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL18394-R3 Revision 2014 Approved AWP Windows and Doors, LLC/ forrneriyTrullte 8130 NW 74th Ave Medley, FL 33166 (305) 887-2646 gberos@awplic.com Gerardo Beros gberos@awplic.com Exterior Doors Swinging Exterior Door Assemblies Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By • • • • • • •• • • • Evaluation Report from a Florida Regisbweg ikgOitect t t censed Florida Professional Engineer • Evaluation Report - Hardcopy Received •••• • • Javad Ahmad PE -70592 National Accreditation and ManagemenC'inststne • • • •••• • • • •• •• 12'31 2016 Jesus Gonzalez, P.E. • • • ,t Validation Checklist - Hardcopy Received • • • •• • • • • •••• • • • • •••• • • • •• • FL18394 R3 COI SS - French Doors (LHI)-CI 2014.pdf Standard TAS 201 TAS 202 TAS 203 Year 1994 1994 1994 •• • • • • • • • • • • • • • http://www.floridabuilding.org./pr/pr app_dtt.aspx?parain=wGEVXQwtDquvosrHazGXQdNhwc... 10/28/2016 • rionaa building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 04/07/2016 04/13/2016 04/15/2016 06/08/2016 Page 2 of 2 FL # imits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 Other: See drawing W15-58 for span vs load combinations tnd installation details. Model, Number or Name enes "1800" Outswing Aluminum French Door w wo Sidelites Description Large missile impact resistant aluminum outswing french door. 183942 Installation Instructions FL18394 R3 II SS - Series 1800 FD LMI W15-53.pdf Verified By: Javad Ahmad PE# 70592 Created by Independent Third Party: Yes Evaluation Reports FL18394 R3 AE SS - 1800 French Door l,LMI)-PAE 2014. pdf Created by Independent Third Party: Yes Series "La Francais" Outswing Aluminum French Door w/wo Sidelites Non -impact resistant aluminum outswing french door. Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-100.9 Other: See drawing W15-70 for span vs load combinations and installation details. Installation Instructions FL18394 R3 II SS - La Francais French Door (fJI) - DWG W15-70.pdf Verified By: Javad Ahmad PE# 70592 Created by Independent Third Party: Yes Evaluation Reports FL18394 R3 AE SS - La Francais French Door (NI)-PAE 2014.pdf Created by Independent Third Party: Yes tNextl • • • • • •• • Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 P1:one: 850-457-16f4 • The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility SSement :: Refund Statement • Under Florida law, email addresses are public records. If you do not want your e-mail address released ir, res • • • • • electronic mail to this entity. Instead, contact the office by phone or by traditional mail. 0 you have any questions, tea public-�8850. r7. 395 {'Past send ant Section 455.275(1j, Florida Statutes, effective October 1, 2012, licensees licensed under Cha leas@ L4+�t,ct meat with rj. 'Pursuant address they have one. The emails official pier 455, r e moat drosses• ar pubs rotor with ou rl t wio provided may be used for of.raal communication with the licensee. However email addresses ar�pubti� record. Tjyou do n•: wish to supply a personal address, please provide the Department with an email address which can be made available to the publr•To d jemnine if you's• licensee under* • • • • Chapter 455, F.S., please click here . Product Approval Accepts: • e • • • • �• • • Cr ed t Card Safe attilte • • • • • •• • •• • • • • • • • • •,•••• • • •••• • • • • • •• • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQdNhwc... 10/28/2016 AL.Ramooct COC I OCIZATIIO I CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER #61G20-3 • METHOD 1 OPTION D Detailed Product Description: Manufacturer: AWP WINDOWS AND DOORS, LLC. Manufacturer Address: 8130 NW 74t AVENUE - MEDLEY, FL 33166 Model Name: SERIES "1800" ALUMINUM OUTSWING FRENCH DOOR W/WO SIDELITE Maximum Frame Width: 39-1/2"(X), 74"(XX) Maximum Frame Height: 95-3/4" Maximum Load: +65 PSF, -65 PSF (Large Missile Impact) Installation Drawings # W15-58 FL 18394 Date: 04/04/2016 This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously. See installation drawings for combination of span vs Toads. Comparative analysis used X Yes — No TEST Mandatory Tests (Tested in accordance with AAMA 101/L.S.2/NAFS-02/TAS-202) TEST -LOCATION 1 DESCRIPTION ASTM E283 Air Infiltration Leakage Fenestration Testing Laboratory, Inc. TEST REPORT.. DATE 11/3/08 9/17/08 7/12/01 TEST REPORT # FTL —5701 FTL —5675 FTL - 2682 Test Sealed by Carlos Rionda, P.E. Carlos Riorj.P•C• 011,FiguerAlo, P.E. •• • • • ASTM E331 OR ASTM 547 & TAS 202 Water Penetration Fenestration Testing Laboratory, Inc. 11/3/08 9/17/08 7/12/01 FTL--5701 FTL-5675 FTL - 2682 • Earios Rionda, PoE. • • Carlos Rionda, P.Fo. Lws•Figueredo*P.E • ASTM E330 & TAS 202 AAMA 1304 Uniform Static Air Press. Fenestration Testing Laboratory, Inc. 11/3/08 9/17/08 7/12/01 FTL— 5701 FTL — 5675 FTL - 2682 • • •••• • • • fMrios Riondt,•ife. ••:Slos Rionda, P!E. Luis•Figuer iig•P•C.• • • Forced Entry Fenestration Testing Laboratory, Inc. 11/3/08 9/17/08 7/12/01 FTL -5701 FTL -5675 FTL-2682 • Carlos Rionjll,•P:E• Carlos Riondt•P.E.• Luis Figueredo, P.E. 9360 Sunset Drive, Suite 220 I Miami, FL 33174 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com I aifarooq@afceng.com TEST Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) DESCRIPTION TEST LOCATION TEST REPORT DATE' FBC 1626.2 (TAS 201 & 203) Large Missile Impact & Cyclic Fenestration Testing Laboratory, Inc. 11/3/2008 9/17/2008 7/12/2001 6/25/2002 TEST REPORT # FTL - 5701 FTL — 5675 FTL- 2682 FTL - 3389 Test Sealed by Carlos Rionda, P.E. Carlos Rionda, P.E. Luis Figueredo, P.E. Edmundo Largaespada, P.E. 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: Javad Ahmad AI-Farooq Corporation PE # 70592 EB # 3538 No 70592 %'. �._ * l S Tp'i rOF O.%•.rm o 4.: • t ,t1%' Scaled 4.616 • • • • • • • • •• • • • • • •••• • • • • •••• • •••• • • • • • •• •••• • • • • • • • • • • • • • • •• • •••• • • • 9360 Sunset Drive, Suite 220 1 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.669781 www.afceng.com I alfarooq(aafceng.com •• • • • • • • • • • 1 • • •• • • •••• • • • ••• • •• • • •• • •• •• • • • •• •• •• •• • • • •• • •• •••• • • • • • • •• • • • • ••• • • •• • • ••• DOOR1/SIOLLITES ARE RATED FOR LARD ANO SMALL MISSILE IMPACT. SHUTTERS. ARE 1'OT REQUIRED. SISRMS 13303) 41,1141, J•'R.6NC1-J P000 TY/ .4())7(7,•[7},S APPROVAL APPLIES 10 SINGLE (X) AND DOUBLE (XX) LEAF DOORS A91TH OR WITHOUT 5/0`53,/7[5. SIDE i.ITES CAO 13E Oft 0"IE OR LOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. 131'5 PROOUCT HAS BEEN EESIGNEO AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 00)31030 0000 114CLUIJINC N10H VELOODY I • '385340 70,41 (HvH" ODOR ,HAME W.0111 I 6 3/4' MAX. HEAD/SILL CORNERS • •• • CJHCE:s,W • Fit0H Bali... / SEE SHEET 5- If. - Ii 105 0ESCRIPT104 T 0000 BUCKS Br OTHERS_ 1.11.151 BE ANCHORED PROPERLY t0 TRANSFER LOADS TO. THE STRUCTURE.. 54CH0RS SHALL 80 AS LISTED, SPACED AS SHOWN 044 DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL.. SHALL BE BEYOND WALL ORESSR3; OR STUCCO. ANCHORING OR LOACNNG C0440'TIOOS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 1050 0013411014 INCREASE )8 USED IN OES10rr OF 11r4CHORS INTO 3000 0433,7. ALL SHIMS 10 05 HI041 IMPACT, NON-METALLIC 4140 HON -COMPRESSIBLE. MATER'ALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT CO3E 13170 CONTACT 'METH 001ER DISSIMILAR MATERIALS SHALL 1,EET THE R000IREMFNI'S 0E THE FLORIDA BUILDING CODE. MANUFACTURER'S MEL SRAU. BE .LOCATED ON A READILY 4'IOII?LE LOCATION ;N ACCORDANCE 8143 SECTION 1710.83 OF FLORIDA 0U1LD0I0 0051. 1180111.15 00 COMPLY YAT.H SECTION 1710,4.5. CC 4 73 7/9 M0J:. 51 ma r'- 34" 346), 10,8' TYPICAL ELEVATION (X ) siNG7.[ LEAF DQOR 612,55 S 0.L 0. 03435 • 5.1.0H0GIN (0005 & 530ELITE) FRAME, HEIGHT -- 13" 0.1..0 WIDTH (X DOORS & 0 PANELS) a FRAM'. WIDTH - 1.3.071' 0.1.0. WIDTH (XX DOORS) _ (FRAME 1410TH - 241/2 • • • 7 !,74- rax. • • • • • -- •• -. • • . • 1 • • • + • • • DOC* *NEJE 3•48733- • • • • • • • • e 371"•.AX # • • • R, EARS . •"••• • y•••CORNE" , •- i (8' E APFUED (A1 ""'} I 751NTH ) MAY EE "1 1 4 • . •f • • • • • • •• •T•--• • • • •' • • • • , • I • . .‘3•1,133!1 • In 5 333431 711 C T, •--. • • • I'. ••• •4 4 'I 1 • 1 1 3' / T_"' r --Ar.TIVF, 23 7/8" MAX. 34" MAX. LEN 41 0 TT 33, A 1, INAC'TYC TYPICAL,, L tV LOA ( XX ) DUA1_4r(AF DOTE DOL) 2 ()111'1_0 WAIL; 'rYPer '4', ,1,1' 9r 'i A-0035 810035:7 R'AtLMmw DOCV4O`O (.X101 05051711 16 IH`+ 1651413 K CEI:00 A47. 00175 607 OHOV.00 5105401104 Foot A S:TF SICK{ 133301[57; i.e. 5H0RE 33,5 Sm . 05657/0n 1'''44/7 1Von 11E 11.EO, O- CO4'8A5155 f0 01 r.eNNN1010LE FOR 131E 5E04TION, 1'VSC*NCC Rio 4 1KLATI04 011118 1A00,GT 0»EU On 135 PR[AU81 EVAL0804 00061000 NF.6143,7 51055 NO, 084415 16011 IEEE 0116171135333, 6301641)7 ON THS 7C 1,430341. C-.13315 8RC3 35 E•'ALUAT1014 0D754Cr11 WN. OE GCH5'0E01D :,6' 411 B- 01.15PE0 Br AR, BEANS. 0-511E 35[5535 /60/8018 510.1 OE 1REPML•9 OY A PLORIOA 01751518:60 01.8.131033 C5 AA5131125 ./0.71 014 41(0011. 113 4N'34EE30 Of 00600 4005.) 158 111 44401851 Ann 71143 0504. OC 6[0!031510[£ ISP 1435 11644,5 U58 OF 711C 1'54). EN7II35H 01' R<C085, 5571;53 Al A 051f0ATT5l [603.088 TO 0.6 8.845. ENGINEER 514.141 5:154,1 TO 1115 1A'!E0 7If 57E 5810.:4 581AMV:E3 FOR 60VC1V. E- 1835 1.1.5 5341.3, CGS THE cam AN0 014,681. 0£!$ 8:0 9:0174TORE 3' ME ?853[5515544 [tucIvfF{ or 838001) PEAT PF.I.Awi 0 II ,11 4au( 01 x ee FL #18394 , AT"J4(4"));- 1,<.o.70502 1le : O •`-. 70 ' OF Q.:..UJ ''..A./AA s......- 'ONA1.. 4. 44.1,\, �'••7+(.(rr 31111),44)1+ Sealed 4-4.16 a Tri i Iw6'.a._IIA I 11rYs•Ni –10.1 W15-5$' (Shect 1 OF15; f 1 • • ••• • • • ••• • • • • • 1 • • 4 • • • • •• • • •• •• • • t • • •• • • •• •• • • • • • • • •• • • • • • • a•• • • • 1 ••• 6 3/4" MAX, HraO/SILL �— Y COPNEP.S C1- 38 i/i 1•1.A4. • •i •"••.{4H_w.EY\. t01 14-- 4 "• • • '• COOt :RWE,9[TH � — • • s •i • CONCEALED' • • l . • •• • • • E 3/4"•'?X, •FLUSH DOL /FCR CESC71PIOFIr SEE SHIt'•• HCF.9AH♦M/MFRl5!i1 ••• •••• I hii ;tA _.._..; r� I �.._ } /' •A• • •' :._..Xt•._._• • 1, / I • • • • • • • • • • li •l••• /'':D'-- y t c E 24 3/4" MAX. 1 i mwe 0.L CPC. '" h • • •• ••• ',• ii 1 (13 ACII`/E 0/ .1 / ;ti T p ' . NM: FIVE DOOR OPTIONS G140 TYPE 'E' 24 3/4" MAX. 3rMk:. _.._...� LEA,- w,oN1 C!.ASS 0.1,0. Dins. D.1.0, HEIGHT (DOOR & SIOELHE) = FRAME HEIGHT — 13" O.L.0. V/IOTH (X DOORS & 0 PANELS) = FRAME MOTH — 13.750" 11.10, WIDTH (XX DOORS) = (FRAME V.1)ih! — 24.501/2 TYPICAL E EVATION {Xx) UAL Lt.nL1Q.oR 0 FL #18394 o .y,...,...1A.vyy •. fT1 ! 71 rt\'; , 2'�r•�S'.o .rR'V;+iAniTwi3flioiOiPF3.,)•,�3`�xr� 'r:i i/ ' L,w§heel1I a^'5 k Aj cW5i0]nn8..rsvx .1of15 ) Sealed 4.4-16 • •••• • • • ••• •• •• • • •• • •• •• • •• • • • •• • ••• • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 6 3/4' MAY,. lir—AD/SILL. COH1HER5 1 1 1,4" !,AX. reA!LF.. warm 12`• !JAY �_• 12" 1f6/5i 3" "'RFACE APPLIEDI ' F A 1 PALSE 1/Ur,Tir73 kI� 1 � 1.WY OE U6EU ill F. I • i / 1 I 7/0_ MAx.� I1 23 7/8" MAX. 1 OP "ErC I• O.L. UP.•, 34" MAX, 34" h1nX. LFAF WIDTH LEAF w10rH ���~_ hACTIVE fy: 1,1 J / vFu•.crrvc �,�Lr._.. TYPICAL FI FVATION ( oxxo ) H.111LVAN A_Si.nELITSB. NOTE: THE FRAME AREA OF ALTERNATE SIZE Uf+IT MUST NOT EXCEED 7ESTE:0 FRAME AREA =. 95.75 SO. Ff. • • ••--------• .... .....-.—•_.._..r_. ....•'04" me,. • • • • • • • • • FAN., •71DT# y-- --'--_ __ .. •M • • • • • • •• • • • • • • 12• • ••• •,• -••• • • •.• Y••• ••'• 3" f '� 3"._ ".,!ic%SN.L I CORlIERS ,!,.� ti A, "1 r-� 3' , r— •• • •r •• . • 01.. lt--- • • '•• /; ••• • •• •' • • •..Ili• • • 1 0 0 / L y.__..... �•—=�C�1� I':.::..L..�I i{• 1 t ACTIVE 16• MAX. ! I 33 7/8' MAY. D.L. OPG. ' '•'.- p.t. OFCr_•.• L_AF w,art�' TYPICAL EJ EVATIQIL4 ( oxxo ) J lTH. D1RP<ii1_3E.' S1RFl:l. 3 ROIL THE FRAME AREA Or ALTERNATE SIZE UNIT MUST NOT EXCEED TESTED FRAME AREA 71.81 SO, FT. r/ +19c07 S9i 73. t ' #113394 ...P,,iqL Jrllln��, Sealed 4-4-16 I ij t Qa 4M: r 4Ce 4d btm al I O'g' R•I Caog I 04th ! Cg'tzo awy� Z s LL ¢boz'.j i3!; -II {S i1' •Uj , rm �� 1„'V n I r I .;. CA 'di 111 Iz ''a '13 2 %'F1 2 h5 X w L"ab n ;91E4 rrjyn T, 11 r2 • I u 1 I. --,_.L.4 I1 ",,r 1! -7; Pril Pril drowing LW 1 ,7-• 58 151ee1 2 cf15i • • ••• • • •• •• • •• • •• • • • • • •• ••• • • • • • • • • • ••• • • • • ••• •• • • • • • • • ••• 146 1 /4" I.W4. —FTRAME WIDTH 6 !/4' _ _VAN,_ 12" LUJ 12'. 12" HEAD/SILL HEAD/SIt.1 I s. CORNERS ff 3" f1 1 H) (J.} L. // (F). • ,r /� 4.1 I moo'' I\ °/. I-1 ,., J w e: _.L 6 xi w 1 •• •• • f • • • • • •,• ••• • •• • 146 1• A ,•Wx. • • • • • • Ft A.:•Vr;DTH • • • • • • • • •2"• • • • • • Y, •_ -1 S 0 _•• •T • • •q • ••• • •. • • • • •1 ••••1 •• • •• •. , _, 1.1.--..:,--....I•.1•11,„1-1 T •••• • r-0----••----0 ,s�—._ _. ••�•.•, • / 0 { I j AC7NE 24' MAX. 1 24 3/4 IAA(, D,L. onr... D. L. OPD. 34- MAX. .....,_._.... _......., 36" .MAX, J LEAF WIDTH '�•--..LEA WIDTFI'- ...y- ri - r RIACyTNE 3 TYPICAL El ENATION (oxxo) S7Tf1 EANE1_.31»b;1,L'tP.S SURFACE APPLIED FALSE MUHTINS MAY DE USED 52 1/2" MAX. EC 0267 G ..I 3.. MAX. HEA'/S1L1 f I oORNERS � SI .1 ACTIVE r 1144:47:_15 24 3/4" 1149. f-.-• D.L. CPO. _ Mnx. L, LTJ,f 110TH �••�� NOTE: THE FRAME AREA or ALTERNATE SIZE UNITMUST NOT EXCEED TESTED FRAME ILEA = 97.24 SO. 11. . LT E1 JJ&. OPTIONS as r.J_�; _QIKY TYPICAL ELEVATION ( CXXO ) 1t1:1:1i liltJF�I_.SS.�;:C.°t1,Rr1,LTk:,S .Y �a I i� I_ ci II' F pi I• S )\ I S3 1 I I .1`II61 L. '' u'1 dranln9 no. W15-581 sheet 2 1_of 7 55 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ANN 14..4SS .00" Intotayer \ •.. :RINI' Clow And Ce, Gler-F, ' \ By t34t6ion Cherr“co; Co.' \ .092' ALUM PANS. \ \ I...-1/6" ANN. CLASS \ \:•:/E6 TRK. PL/W000 GE 28f13-‘, t, SIL:CONE . \ \ r,06.1 ALUM PVI ,EL \ \ ‘ \ \ \ \ •/. , i'. „. .,.: . N 1 r ,... GE 2ero \ SILICONE_ \ \ 1 \ '1 \ A LJLJiij 1..PQB PARTIAL ALLR1 GLAD PANEL PO X 1" PH SYS "AI 6" FROM ENOS AN° 16" 0.5. MAX. 3/4" 4466. 51 61 Ig 0 ZD e ir we, • •• • DOM •PA,JE.41:7#.)1H • 4t•• • • ' • • • • • • • 36 tpr ria: • • a--e-iiiii•-•,----- -.1. • 23• 3/.4" i ..,_ hiA)c 1 (4) I- HeAci'jfi:C1 I •• • •, • i • • I I re. • • 1 • • • • .* , st---1--------(4-4,-*----Z-4;-1 °I' : : J. !Ili', (E1', ii \ \ ,,,,i1J \ 1 .! ' • ' \ il ! I .., 21_11 "N. 1 ----. .1.1 'l II fi (f;' 1,-- .01-______J _.____... ..:11,'• ---rs.. ..... _____,......._-_ ..; „. , ........._ ,. , J ! 1,14) —li 1 ,I! ALukt 5142 ALYormo PANEL 27- 1/2" ..WIDTH MAX. 33-1/e 4,512116 MAX, • • • • • • • • • • • • • • • • • • • • 0,128 '.'I /8/. 210: 75 3 _ I • • i i MI 5,-76..F,71177-!: - 1 ; I • • • • • • • • ilf."_._____---',±,---1-----b----,- L Di CORNERS • • • • • ) 1 l' MX, i : HEAD/ERI7 1 • • I 1 il‘O 1 -14 i TYPICAL ELD46,19011 ( x ) FOR OF.51C;r1 LOAD GAF'AGITY SEE 511557 4 XNALF,....1,1.ay Dona ly1ni_f1RIE45._jaQ0 SP40,F, ifirlicr Winv. Rr.SEET 311...NDQ3):._PN,%;.E.1_11.E1ILQ.N. ...., , - •I . 018 I I 161 .,:fF., .., I -I' I 1 Zei ..-• I ,,,I, i II,,, i j4 -- - ........„L.4._ , A Zjir.21-,/42;Tri ' 8 NOTE: 51N5LE HUNG WINDOW 15 43T4408AL PART OF THIS 030R. SINGLE LEAF (X) DOORS RI'1'1lOUr SLDELITES DESIGN LU.AO CAPACITY - PSF 0004 r11A13E 111I07 (302'11585 0002 rRAVE 0E10131 (11:545;) ULAS6 11I'3228 .A.^ .D. 034 '3" 651.(1) 155(-) _31_1/2_ 1/7 31 1 . __.. 37 1/2 31 1/2 37 1/2 Cs 3/4--61-7.0-- 05.83 65.0 ._._._.-_ • 65.0 43 .3/4 . .. 65.0 65.0 55 3/4 65.0 65.0 65.0 4.5.0 T 8 ( X ) DOUBLE LEAF (5X) DOORS WITHOUT SIOELITES DESIGN LOAD CAI ACITY - PSI' DOOR DOOR MASS TYPES FRAME 417534 FRAME 453045 'A'. 10' UR 'D' (0045±) (731323355) 3X41-. Oa, ) lel. - 4111) (65.0 65 71 3/4 \ \\ 65) 65.0 _ 60 _. 83 3/4 65.0 -_-+5A 65.0 _- 71 3/•t 65.0 -77-i-2.- 60 g5 3/4 65.0 65.0 65.0 05.0 DOOR FRAME Wi5111 , SINGLE LEAF (X) DOORS 411!! 5.11. I\5E115 51101 IN LOAD CAI ACITY - 'SF' i DOOR 6/8" 6 XW000 ti FRAME 8E1041 / OUCHES) (M5453)67..( (4) 51.(-) / \ 85.0 39 142 \ \\ 85.0 55.0` �. / 1. SINGLE LEAF (X) DOORS 411!! 5.11. I\5E115 51101 IN LOAD CAI ACITY - 'SF' DOOR DOOR 6/8" 6 XW000 1483.3E 1+9014 FRAME 8E1041 202" ALUM PA1451, OUCHES) (M5453)67..( (4) 51.(-) 31 1/2 85.0 85.0 39 142 ' a/4 85.0 55.0` DOOR r-RPME Molt • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • •••• • • • • • • • • • • • • • 0 ••• • • • • ••• 57351014319' IANEL (Il) 034 1100345 WW1 8111E131123 DESIGN LOAD 53613333 1 - Hit ---•11:- •i - , --a ..• 3300k^--.- .- 0000 �^-PM+F.1. 014557 SET CL1 TYPES 1 43463E 3516`41 FRAL+5 0501H SI05UTE 4,111717 510EL116 40TH '•t, 011 'D' 1 (4113755) (1`307760) (1;45455) (145455) • 1[167. l�Ira. P:r7 30 18 65.0 1 65.0 _I 1/2 1%) 35 15 65.0 6541 , 60 (XX) __ ._ 42 18 53/• . . 5.7 ....1 79 3/1 37 1/2 (X) 36 7' 3/4 ON 30 42 83 3,/4 31 1/2 (X) 30 60 (XX) 95 3/S 37 1/7 (5) 71 .3/4 (LX) 31 1/1' (X) 60 (XX) 36 30 35 16 19 16 18 to 16 18 •5.0 • 6''}0 _ 55»3•.-�.�..,!?'di_ 50.7• •,5t.*7 53 613.4^ _65.0 -._ 65.0 65,0 65.0 55.0 65.0 • • •• • • •• • • • • • • • • NITE. • • • • GLASS Ci. lTIES.ON THIS SHEET ARE • BASED ON ASTM 51300-09 (3 SEC. GUSTS) AND FLORIDA BUILD.NG COMMISSION DECLARATORY STATEMENT DCA05-DEC -2 ) 9 •• ••• •• • • • •• • • •• • • 37 1/2 (X) 71 3/13 (5X) 30 38 30 35 a 65.5 65.0 10 65.0 -�. 65.0 18 _ 65.0 _ 65.0 to -65.0 65.0 DOOR SIZE 1/UST CCI. PLY EGRESS REOUIREMEIJIS PER FEC. DIRECT SET SIDEI.I1E )115. _ GOOF_ FRAME WIDTH ,• . 4..-._._ (X) OR (XX) •EXTERIOR ACTIVE _ 1 ct,irli. PANEL 510531E 4/10714 4, OOOR FRAME 8I074 -� (X) S3DEUT= • • ••• •• • 1100R FRAME 01001 45 t. 01014 W101 ( X00) 57066316 kr"-* _= 157711:_-,�OURYFR,I.fE vPDiH r. 4(0133 EXTERIOR ( 40114E tt+..0145 4:1 14• _. :Nt� - 2C6,16.14307•Z"'"44.."!'!"-re- 411 rd7- L !'!" e- PAWL 5104007E 121074 50017 31645 'W10TH EXIERIOR ( OXX ) ( XXO ) 530501E ~- WIDTH �cl (0 ) 810ELITE 63009 21964E SIDELITE 1110i1 a10114 11/11391 .3 / / '\ . -71 \ , EXTERIOR ( 40114E tt+..0145 4:1 14• _. :Nt� - 2C6,16.14307•Z"'"44.."!'!"-re- 411 rd7- L !'!" e- PAWL 5104007E 121074 50017 31645 'W10TH EXIERIOR ( OXX ) ( XXO ) 530501E ~- WIDTH �cl (0 ) 810ELITE 63009 21964E SIDELITE 1110i1 a10114 11/11391 ( 000 DOOR 1-1,363.43 1.11014 `f /! ,/ \ ?\ /i ( 0XX0 ) ,,tnTil�Ir%r No 700562 (••• Y%Q 01436`03 sJ'.y ��•'••.FlOR10A: ''f��•:t TI.. 41(3:39.1 Q; NA4) Sealed 4.4-16 07 61. 1( I ( --(-I 5I'o r >! draw(n,3 340. (W15 �58j (_scar 4_, of 157 i ( 000 DOOR 1-1,363.43 1.11014 `f /! ,/ \ ?\ /i ( 0XX0 ) ,,tnTil�Ir%r No 700562 (••• Y%Q 01436`03 sJ'.y ��•'••.FlOR10A: ''f��•:t TI.. 41(3:39.1 Q; NA4) Sealed 4.4-16 07 61. 1( I ( --(-I 5I'o r >! draw(n,3 340. (W15 �58j (_scar 4_, of 157 PANEL 5333£131£ WIDTH (INCHES) 30 30 42 30 36 42 30 s 30 .30 36 30 30 • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• •• •• •• • • • •• • •• •• •••• •• • •• • •• •• •• • •• •• • • • ••• • •• •• • • ••• SINGLE, LEAF (X) DOORS h'I'TIIOITT (()0 ITES 6L''STGN LOAD CAPACITY - i'SF DOOR FRAME WIDTH 3t • '2 35 1/2 DOOR GLASS 7YFE FRAME HEIGHT 'F,' (3130461) EXT.(+) 157.(-) 83 3/( 690 6.5.0 C65.0 65.0 65.0 65.0 .65.0 35.0 31 1/2 95 3/4 133.0 150 05.0 65 0 DOOR 5635E %reli POODLE LEAF (XX) DOORS WITHOUT SIDEWTEF_ DESIGN LOAD CAPACITY - 455 DOOR DOOR FFIAME WIDIH FRAME H603{r (403130) f (INCHES) 60 _....,.7.�,....... 79 3/4 GLASS TYPE F.XT.(4) E, INT.(-) 65.0 65.0 65.0 650 60 74 6 6TI DS 3j4 05.0 65.0 65,0 - 65.0 650 65.0 0 65.0 G5 O 310Ort FRAME YAM, \ ( XX) STATIONARY PANEL (0) 00 UV0115 1113'11 SIDELI785 • • L1LSIGN LOAD CAPACITY `PSF._ • • DOOR DOOR FRACIE teas( I '(50113 WIDTH (1141455) I (83HE0) 79 3/ 83 3/4 95 3/4 •• •• 31 1/2 (X) 60 (XX) 38 1/2 (x) 74 (XX) 31 3/2 (6) GO (XX) 36 1/2 (X) 74 (XX) 60 (33) 30 1/2 (X) 74 (xx) 35 DIRECT SET 51DELITE WIDIH (MKS) 36 36 63.0 36 i 3.7__ 36 65.0 3r, - 66;3 3.5 1 55.7 GLASS 114E 65.0 y • a.•__.• 55•7• :6 65.0_ _ 65,0 36 65.0 -65.0 36-_. _ 65.0 ( 65.0 -'- 35-ry0-_.I__65.O ki 31, 36 36 650 65.0 65.0 - -65.0--.. 650 65.0 -165.0 -- ... 65.0 00034 SIZE MUST COMPL'( EGRESS REOUIREIIEHTS PER FRC. ACME •• ••' DIRECT 'SE/ SIDELITE WIDTH ODOR FRaf.1E IN3TR EXTERIOR (X) OR (30) ti... 1 ACTIVE G ' �.. v1 !(r(.�4 f.^ } rT(k r PANEL 00£117£ WTO7H ( GWR FRAI.IE AITtl EXTERIOR '... - liT 1 AVE ' • 1. Is )1 + O �1 w p JRJ S.S �..__Pt fIEL TE.. L_ E WIDTH l?0R FRAIA!_IYIDT1.- s_� EX7LRIDH (ti3) • • • •• •• • • •• • • • • • • • •• • • • NOw: i • • • • • 444 CAFI\(:I)'LS (fit THIS S.HEEr ARE BASED ON ASTM .1300-09 (3 SEC. GUSTS) ANO FLORIDA BUILDING COMMISSION DECLARATORY STATEMENI DCAOS-UEC--219 • • •• ••• •• • •• • • • • •• • • •• • • • • • ••• •• 13 DOOR F'Rru,!E YnOTH SIOELITE W0 DI /. (x01 3IDELHE (OX ) YnOTH DOOR rv�FRAME WTOTH, \ ( OXX ) ( XXO ) 1;15013 441 x fl ffI 5IDELITE ,. WIUif:t • 5IOELITE DOOR rRA61E 50(Oilf WIDTH (0) 5IDEUTE xDnl i \ ( 030 ) 6(031176 WIDIH DOOR FRAME WIO*H ( 000 ) 1(((lS Ii/ l 11 171);7 ?•'�weilsF •. , T'� II0. 76602) :. Sty I.4 FL 418394 LFmIy; Sealed 4-4-16 6? z drawing 0o. W15-58 sn, 14,10,151 1 • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • • • •• • • •• • • •• •••• •• •• •• • • •• •• • •• •• • • • ••• • •• • • • ••• SILICONE axis ti PES A. 0 5c n GE 2E00'� r w I'n [T 1. SPACER, 1/8" HEAT 078,r, GLASS \ 090" Interlayer \ 9atlux Clear And Cot Close \8y 'Coat/non Chemical Co,' 1 \ \ -1/B" HEAT MENDCLCSS \ ` fir_ zsa� UCONE a suas •.LOSS TYPE E 36) SILICONE /-00W CORNING 899 OE ;800 rdazIzz.'t -,11ETA11,AT 1)1liI{G:.L.. EL§1.L1J,d:f.F_ • •• •• • • •• • • ExflUL'E: a/8"•T11i< AND r"•1/2•!GAG TWD-1•?RT fi.US;NULI BUTT WNGE (PART Nb. YH-65o), THREE PSR LEA'• 11--1/2'4RoM•LE'i� TOP .yN�l.e.0T1iir.t TT) HiNCE'S CENTER ONE MID ONE Al MIDSFSji.• • • • • • • • LE)�ji 0k1:11NS: OPTION Rt• e • • • STANDARD LOEK S '•5!D :"L1:04Q AD i30I.1 LAT r#(FOR PRC-FABRICATF,O LOCK STILE FART No, YE -802, VitH : 1•/8',.8oaE 441 41.-311/B" BACK !I' TO FIT STANDARD LOCI! SET). KEY OPERATED (JJ• IC 4XT•Fit :R•''NC owt•T5 "ATP OF° THE INTERIOR AT EACH ACTH LE F , MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CA51 FLUSH EOLT ASSEMBLY WITH STEEL EXTENSION FOD, ALUMINUM FLUSH BOLT GUIDE, STANJLI•:SS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC 805 FOR FLUSII0OLT AT THRESHOLD, AT 10-1/5' FHOM TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. • • •• ••• •• OPTION IT, MANUF'ACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SFT AT ACTIVE LEAF (FOR PRE-YADEICATED LOCK STILE PART No. TE -837) WITFI THROW 80115 CONNECTED TO MORTISE LOCK SE1', E8IGAGIN0 INTO FRAME HEAD AND SILL ANO KEY OPERATED ON THE EXTERIOR A'•10 THUMD TURD ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED 2(810 DIE-CAST FUJSII 801,7 AS5EttOLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GIJ(DF, STAINLESS STEEL FLUSH DOLT ADJUSTMENT PLATE ANC. PHO'(ECIIVE MOLDED PLASTIC BOX FOR FUJSHBOLT AT THRES1-4010, A7 10-1/2" FROM TOP +: DhTTOM OF IL-IACTI`/E LEAF NOTE: TOP AND 1307010 FLUSH BOLTS MUST e0 ENGAGED DUR000 PERIODS OF HURRICANE WARNING. -1/8" HEAT 9TREIPD GLASS ••3/16" HEAT 0TREN'O 51A55 1 015" URETHANE ADHESIVE \ \ .070 /clef/aye, ye, 1 .(190' Tniertny98 SAF -C• AS Pcfycorbanuto T'8allex Clear Anti Cold Genoa ,, , dy' 'SAF -ELAS, LL1.' ;9y 'Eastman Chemical Co.' `\`•\\ ; (-.Q05" UF)E7hIAYF ADHESIVE 1-3/16" ISAT SfREN'D GiASS \ x' • I1/8' HEAT STRE8'U GLASS � \` A �l i I L1 1 _SILICON: m Si4'CONc ` l J f GE 2802 t GE 2800 ` r 7 jra / �l / ; j �-- 110 X 3/4" PH ally g 37-7.- 110 1 ! �� 7 / -AT 5' 04801) eri05 AND 12-1/2' Or. F ,J i r N `. n'P;Cl.L �' 1-1\`�, OURA9EAL SPACER ✓�:. BY 'OTTANI. ,- C-3/16' TEMP. GLASS j `-S/16' A1R SPACE \` ({ I/8" ANF.. GLASS 1 090" Inlorleyar Snllcz .Icor And Color GFacc Ry 'Eoy;man Chemical Co.' r-1/8" ANN. GLASS GA^.IVC; OPTIONS J'1 t I 010 0 1' FH SATS ".•-•_At 4" 1601) ENDS ANO 10" O.C. SIL ICON!' YE -833-1 '006 TGRRING 894 Ire -83° j GE 2800 / TYPICAL 13/16" 0VEK4LL INOUL, L4M. 0160.0 •11-824 3/4" MN. THROW BOL' '- • PENETRATION ��" TYPICAL ANCHORE .1'" SEE EL VATICHS (I / FOP SPACIhO '40!14:"OI.Si fY - • CON8IJCTE' F (-z-"'11. -.--. — it; L' �, J•10 X 3/4" PFI, SFAS. AT 4-3/4" FROM ENDS Atli) 14" 0.C. l.AY., TYPICAL i "?6 1 10 'CONCRETE TYPICAL ANCHOR, FORS ECCE OtSt. j `-SEE ELEVATIONS FOR SPACING -OP-MATING U,JyjL9 10Y ((1 T riOCD DUCK f - up• /CON]RETE 'jr C f 1 -Tra l / TIPICAL ANC 40R5 SEE ELEVA11030 FOR SPACiOO (8) ALTERNATE • CETNCRE• E TYPICAL ANCHORS see ELEVATIONS FOR SPACING EG00 DIT y •••• • • . •.• • •• • • •• • •• •• • • • •• •• •• •• • . • •• • •• •••• •• • • •• • •• •• • •• •• • • ••• • •. •• • • ••• • '«.52Y (coo CUt1R;• 41�.• OR., • • rr Kooa�sl►TuctuI4, • • • •.•`-• • • 1 • 1 .n�•f �_ 4� I 1.'F. • • • •• • • • • • • • • • • • • • •• • • • • • • 1w • • # Ia• fmoi• • •'c • '* .• • • •• • •13. • • • • • • • • • • • • • ••• • ••• • • •• ••• •• / TYPICAL ANCHORS • • • • •-- SEE ELEVATIONS FOR SPAG'.1'IG ECCE NST. METAL 1 STRUCTURE / rePICAL Ar4OHORS `'-SEE ELEVATIONS FOR SPACING • • • • • • ••• •• WOOD BUCKS AND METAL STRUCTURE NOT BY AWP r1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 6110 TRANSFER THEFd TO THE BUILDING STRUCTURE: J'YPJCFII., ANCTiORS: crf r r, FAA crerrlr. 124:-. A..A.IRACi,K 8 'ELCO' (v ...177 KSI Fv-7.55 rill IFIWO 2B WOOD BUCKS OR WOOD STRUCTURES I-1/2° M1N. PENETRATION INTO WOOD (HEAD/,:ALBS) THRU 1BY BUCKS INTO CONC. 0R MASONRY 1-1/4" MIN. EMBED INTO COi4CRETE (HEAD) 1-1 /4" MIN. EMBED 1('17(3 CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC, OR MASONRY 1-3/4' MIN. ETA 540 INTO CONCRETE (HEAD/HILL.) 1--1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) X14 SMS OR SELF DRILLING SCREWS (GRADE : CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THY.. n, 1/8") 0170 METAL STRUCTURES STEEI. : 1/8" INK. MIN. (Fy 36 KSI MIN.) ALUMINUM 1/6" TFIK. MIN, (6063-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) net .„, EDGE DISTANCE INFO CONCRETE AND MASONRY m 2-1/2" MIN, INTO WOOD STRUCTURE = 1" FAIN, INTO METAL STRUCTURE = 3/4" 0404. W000 AT HEAD OR JAMBS SG • 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS T'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'n, 2000 PSI MIN. MO LAN Ta - FRAME ANO LEAF CORNERS. INSTALLATION SCREWS AT Sii.L A140 ALL METAL PARTS CONNECTIONS 51.41.40 WITH CLEAR COLORED SILICONE. ALT ERNA TE a ▪ II i(01441 ANCHORS SEE ELEVATIONS E_OCC nr T� 4011 SPACING 1 Ass '14." , 414$ ".`TQ .5 7i1 ail 2 ;1' rY Otdro Mi of_norL�'( ; 1/4" MO. '.ETAL. -'-- (SEE SPEC \ SHEET 1) N�, 1'4,ICAL MA:Ho S SEEELCA - FOR SPACING 1, f5Tti. 1/1" MAX. TYPICAL APICNO3{, SEE ELEV.-1 1'5111 SPACING„ l j J ACTIVE CO5c:GCre CR f.uONSY • IOPERATING UNITS ACTIVE • •••• • • • ••• •• •• • • •• • •• •• • • • • • • •• ••• • • •• • • •• •••• •• • • •• • • •• •• • •• •• • • • ••• • •• • • • ••• •� La<� IS4. VAX..• • • ',„: • ...1l 4 e•• 1 i._ j • • • •) {( if..: r' i r • :a ULSIr1. EXT1.a;iOI{ C'.'0R F: AL1'. 51551.. ._. __- ;E) C1, -�= ____-...--,..3 ....).s- ,...,...„ , .. _ . 21 LOCK OPTION I OR a '.-a�-='-‘.4.......---0..31, 14 LOCk OPTION 2 (SEE.EHEEI 5) .._.._ ._.__......,_....._.-__DOOR FRMS. P715TH_.____ ..... _. • •• • �• • • • • • __lliv • • '.1'714' EJC• ••.• •• • • •• • • .".A::'•.: • rrracAL anctons • SEE EIEV • F -OR SpACING tzJLOCM:ORUPTION 1 `,LOCf oPTION 2 (SEE SHEET 5) INACTIVE 1/4" MAX. En' 5000 TI1JCK ,0R 14005 ST1LICTUP.E ACTIVE (a, .EXTERIOR INACTIVE #10 x 3/4" PH 5145. AT 4-3/4" FROM CNO ANI)14"G.C. TYPIC AL Q.9)(al CJ (9) LOCK OPTI5r1 2 (SEE 5HEE0 5) 3 POINT LOCK ON ACTIVE LEAF OPTION EXTS nTon rrFICAL. ANCNUSSS SEE ELN. FOR SPACING Sealed 4-4-16 II ;AtI I drawing no,) W15-58 I ;5hcPt 7_,or 15) • • ••• • • • ••• •• a• • • • •• •• • •• • • • • • • 4 • • • • •••• •• •• •• • •• •• •• • •• •• •• • •• ••• • •• • • • •-,• TYPICAL ANCHORS -SEE ELEVAr1ONs .EDGE. LYNf..,,•,_� :ai / rop SPACING collGl%1'TE• • t 3 • • \j. 1O X 3/4" PH 5M5 •AT 4- 3/4" FROM ENDS \ AND 14" (LC, MAn, J �••slucalrt j -SILICONE z) 1/4` MAX. SHIM .' CGYCR33E, , Ok GnsoNRY TYPICAL ANCHORS SEE EL -/ FOR SPhCIKSNS CONCREEE CaCC DST' \-- SE TYPEEICALLEVATIC ANC! FOR SPACING I.AN IL SU/UHF; UNITS • 1) •• • V • •• .F ',t 0 a_tiD :f 1."4 tra n.T. 4I -J l . 14111 C. • • • • • • • • • • • • • ••• ••• ••• • ••• • #10 43 3/4" Pk CMS AT 4-3/4" roots ENDS / Ant) 14" 0,C. MAX, TYPICAL // J -SILICONE G; ALTERNATE •V 4 • • •• ••• •• • • • • • • •• • • • • ••• •• a`ID Y 1/4" FH. SMS, ``. r' AT 4-3/4" FROM ENDS AND ` 14" O.C. 0A:4,, TYPICAL I1 -�-0 'r--- SCREWS NOT RLDU�k4:D, ' ,^--FOR IDELITE/000N JAMB {_ J, j i cG9aecnON ✓').D '41 /-SILICO7:E COICRET4' m ,,. ENCS 6151,-_ Y' 4 . \ TYPICAL ANCHORS •-SEE. ELEVATIONS rOR SPAC'NC D.L. OPO. f PANEL SI0ELITE Norm FRANC WIDTH 1 j1 r31 C� EXTE143CO1't c5 • •••• • • • ••• •• •• • • • •• •• • •• • • • •• •. • • • •• • • •• • ••• • •• • • • • •• • • •• • • • ••• • • • • • ••• • • • .• TYPICAL ANCY,ORE• SEE SPACING Js RTREC1'., SJ'r:_ .0 F LST a.Ts1iJ,a'i10310 ITV....e. ! • • • • • ENE 0157. 1., FOR J • • • • • • ' COOREIE ? ' I. EXTERIOR GLAZILZ CHANNEL-.., arnaJA, ` 'Tx( i � r"'CONCRE,„ ' . .. •� . 1j E17Q 4..01ST. I "� TYPICAL ANCHORS __._ sEE ELEVATIONS FOR SPACING. . iRECT_UT._EDELITI,,_r1NITS YI t � E GCREWS HOT REDO. FOR EIDELI1E/DOOR JAMA— CGIL'JELIOM \, ••• ••• ••• • ••• • • •• • • • • •• ••• •• • • • • • • • • ••• •• • • I• — 1/4" MAX, SHIN •CDNCEDIE OR MACCNRY . 1 \‘...,(Y1: L ANCHORSCF. ELEV. - fCR SPACING w EXTERIOR DOOR FRAIL WIDWi DIRECT SET SCJEUTC VnUHJ .-..w_.^._._..��,.__fRAUE WIDTH �_.....__,... ------ • •••• • • • ••- •• •• • • •• • •• •• - • • • • •• •• •• •• • • • •- • • •• •••• •• • •• • • •• •• • •• •• - • • ••• • • • • • ••- 1.49' ;.117 mol ( 1.240 L' �.7se� (1) DOOR FRAME HEAD lit: OLAZISIC CHANNEL 718e �S 111 p..� 77;, 1050 • �--•-1 00-.4 -.2511 .959 .121 1 741 H -1.547-4 42) PRESSURE PLATE -'1 1-.513 u731,17-7 1,'17 ___E .050 ss EXT. GLAZING LEG (.1) HINGE STILE • 1.594_•1j .062 -I ( 1 -- 1.494 "4 Ca} SNAP CAP .973 1=1M1 _ 1.1) -4".650 1.087 J.-. INT, GLAZING LEG (5) JJ70-24 X 1/ ' Fil. 11S. ,_-ST4•19L655 516EI. (7840.80 CliTT11:C) 57 L. 3,555 �- iii) HINGE ASSEJ.'BLY 4.101-..._.,:.! 4.101- 2.124 f _Y �..,_..._.___ 4.671 e) LOCK STILE '.400 1,500 I 2,125 II .535_ 1.470.1. 5 ? SIDELITE FRAME --- 2.201-.--.1 •.. 1 I.�.__-fi 1.565 I 4 E 53 ,4.�.. 4.156 a SIDELITE FRAME MULLION • • • • • •• •• •• •• • • •• • •• • • • • • • •• • • • •• •• • •• • • • • • • • • • ••• ••• ••• • ••• • •• • • • •• ••• •• • • • • • • •• • • • • • ••• •- 324 905 -t .066 J.050 -J 1,754 _ GLAZING BEAD EXTERIOR IDM1VL. LW. 61.000 (3 '••. 1534.., .2E: ........ S"...006 1.455 .576 176 'GLAZING CHANNEL INTERIOR 11.514.. LAM. CLASS fJ51 SIDELITE GLAZING INSERT EXTERIOR 1116111. 145. CLASS 1.046 D48, 900 I•---•+.594 070 1.034 rm 2.124 4,862 _..._.._......._.� LOCK STILE (fOR 3 Pols T LOC: 0F60N) .-1.990•.--.{ 110 -1.9901 1%0 1 4 it it 1.500 .5C0 - .mei STD. THRESHai) .500 .078 4 nzn--•..,-. !i5• 1it-3ISETHRISI1OLo 110 2.510 1 (301 SIDELITE GLAZING INSERT INTERIOR 98051. LAM. GLASS `L. 23, i� 0. 1,1 10 .045...-.. 1AUO -! 1.034 h .110 {1.°00 .079.1 i �---4.000 -----" ;2e' OPTIONAL THRESHOLD • • 4'�1C�'JI nr'i', /ST ,•••00094, ., no. 795221 172 R 09 . tik, Co FL #1839'l Iv r is 4, Sealed 4-416 ,cncel jp: of j5? ESE!YT fF Pilla' {' RFina. I D?SORLFT7ON • •••• • • • • • •• •• • • •• • • •• •• • • • •• •• •• • • • • •• • ••• •• • • • •• •• • • •• • • .•• • •• • • • • • • MATERIAL. MANE./SUPPLIES:/11351.17907 1 1E-632 1 1 E,C04 '15146: HEAD/J,V.t0 fAG3--i6 2 Yr -1110 1 ... _,-._ _ 51U. TIRC5H0lp ._ _ .. ,."_ 605]-i6 21 YC -1820 1 1B-1153 1HRESt10LD 1 0FTI0HALTHRESHOLD __'"_..•, A5 8E00, 1 _IOCUTE FRAME __ 2/ LEAF 100011 LEAF TOP AND 90T70M 61.11 .._. 20 Y--640 E YE -5121 7 YE -803 . 8 Y--602 8n r3-637 9 12 YE 803 YE -816 L�-024 13 3 7f-6 1 1 c00a LEAF 445U 111972.3 210E __._..._. _.. _... -t DOOR CJ' - LOCK SIDE 1 ---'DOOR LEAF - LOCM SIDE .3 PG.7.7 LOH) - E/ LEAF l SNAP SAP FOR D00 '' 6 IEA. 41.1. .. Al RE00)COVCR PLATE ,_.._...._ 4/ LEAP GLA71931 211611931 8083-73 GOG3 73 ' - -_.._ _ .—_ 3063- 7. 6063-77 1 - _ 6063-15 0333-75 6003-T5 8063-76 - 6063-T6 - .. ._ .__ 6063-T - YAM 2.JRCMETCR 7135 SHORE A RDDEYLERKR CLJ1NLLC M f YE 833 AS REOJ I719E11011 O1A2IN3 e,E1. µ -"H-6.3 AS RE00 GLAZING 66 477 16 YH--60 AS RE00. jY1DCL Fitl W ATIERSTRIPPIH'. ( 182 X`2.0); 17 YH-622M18 RECD. I RUL.B W1A1rlER`TR PP•NG (.198 '4 .260) - � _-_ YE -8411 AS R3.30 SILL '1JEATHERS7RI77RM - - - AS RF.00. 1311.1. WEATHBRSTRIPPNG . 18 185 I YC -1150 16 6U 20 Yel 810 71 314-650 .._.;; ... _. YE_4807 _.......3_._. '3(1-630�- 24 TH u618 25 YH-641 26 YE -842 27 'tH-654 2/ LEAF --. e- _ m . _.. n;-»8 ..._.. -.- .... 29yTH-616'•. __- I_-_ 30 mi -017 1 —31 ) Y4-816 AS 8905 32— 33 1/ACTIN rF! 3 Pa147 LOCK IUECHAWIS1.1 ((6110961) •-. AS RE00 1 PLUSH BOLT A. F1' SFPIES 1202 294C DIEOAST 3/ LEAF IB1TI HINGES Al 11 1/2 FFON ENDS & UIDSPAH - ALUMINUM .��4,1TH SS .-Ii4 4 LEAFPLATE-119 3__...__ _,......_._.........., ... f PRESSURE FL 6,7E-113 ROD 6063 -TS 2-1/2' 4.071[ U1TPArAB 0I01. 01,1301.1E1E17 7545 37104E A POLYPROPYLENE -- '-._._._,.._».._.._.._. _. vluy .. S. STEEL „-, 2_' LEAF /8 DU THREADED ROD _ --••__ T_ STEEL 2,Y [EGF 3/A 16 NEN 715.71[3 (lIJT STEEL AS RECD. 114137ALIATION SCREY! HOLE 3AF•—F1,6331C — 3/ LFAF FLUSH 6017 GUIDE, 1-1/2- 1046 6063-78 STEL 34 FLUSH 8017 AUKJ57MEHT PLATE 3 f PROTECTIVE EDSNYLON LOCK SET ASS(1WELr- 1 ___._..-•. KNOB TYPES •_ 0FAD801.1 ASSEMBLY:..__..._».._._..,.a_...,__.___. ....- __.__... _._......_.. ...___..... _..._.. _ ___ INSTALLATION SCREW COMER STRIP 6083-79 6083-76 -� .,.... .._.___........... YH-608 f AS NEW. 3IDEl17E FRAME61ULLwn 8063-16��-�_-�` 1E-837 _'S PLOD_ GLAZING BEAD 337ERIOR ...14 -.- 60013-76 �y.N-.-. -. •- ,� `� . `__.A YE -848 AS RECO. GLAZING BEAD INTER10± 35 13-8.15 AS RE00. SIDE1113 0342(932 INSERT F.51E17103 36 I Y3 -84G A5 REOD. 51DELn( (LA2iNG INSERT INTERIOR 37. .._.._._�.._ —...--- AS REGO. SETIRIL ±LOOK ..36 ' 1'71 1622 "16;;;;;..-�— AS RCOD, [551437 6063-•7E - 6063-16 8063-76 - PDM �- DWOMEIER 8085 SHORE A vNYL'-' • -_ 00101,1E1ER 70*5 511069 A • • • • • •• •• •• •• • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• • ••• • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• • FL #183911 „col tiil: 5�a" oen s.. ) 119.70692 6 Te O • F ;• Sealed 4-4-16 4.4.16 Ei �yI j ••• ••• • • • • • • •• • •• •• • •• •• •• • • • • •••• •• • • •• • •• •• ••• • •• •• • • • • • FRAME UPPER CORNER ERIME LOWER CORNER • • • • •• •• •• •• • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• • ••• • • • • • • • • •iT.v,UE� 1��iiIIEL • • • Ffli:SSURE RAPE • • • • OLL6Eryfig9 • , 2- 1/2* LONG • • - • •• • • • • • • • • • •• • • • ••• •• .1'e 1:UI At EACH ENO CF RCD (4 9) kg_0_,LaEsams Sealed 4-4-16 • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• • •• •• • • • •• • • •• •••• • • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• I _1 y�W S rAINLLSS 571FL F11.51417:71 A77.7 572 0 RAM: Y:111+ 12)�,r' #17-24<I/27FN 41,0ERCI/7 EMS. COY0R NATE wan 207177' HOW F7N S:JI'..^^ 15EA1NER5TRIP 2' 1.O2 Atbu F7.ucN90LT OUICE, ATTACHED 70 :77W:-- 51.1.ES AT TDP (FJIJl`i) AND e701OU, CONCEALED EINS!1 1 (0) TIY-27'0071 B,/% 7)+su: RCu1, FII, 00 TOP FLUSHBOLT ASSEMBLY (2) 110-2,A PcwI e UNOEFCVt, 1N NS's • • • • • •• •• •••• • • •• • • • • •• • •• •• • • ••• • •• • •• •• • •• • • • •• •• •• • • • • ••• ••• ••• • • •••• • •• • • • •• ••• •• • • • • • • • • • •• • • • • • ••• •• E.4gatu3O r GIJHM . 1.11...Af.1Wat71HNT._PI:4TE... ASaG1.110: 1-I/2' L020 ALLN. 7.U51480:7 0..700, Al -10040 70 FPAME- Sr0.E5 Af ref, A.:48 �`� 007707' (5700'2) COYER RAE <We MULE 070 041 SEAL 17F71:tEPSIFIP 77077,055 STEEL Fl7'5F8OLT ACHOST7NCI PLATE Miff (2) /0-24 A 1/2. 171..'�� 111120RDU7 5000 .�•�3 .• COf.CG7'.E0 '11957 001.TS BOTTOM FLUSHBOLT ASSEMBLY 00(7001011 `�`li'�l'Pi7ITii�� ``IY EN01 ' �=A :f840. 70362 31 Z. \".J •`M�1 (' dr0'A(PU 1p ado LoaLOF.•' \•` W15-58 f FL #13394 t/1, A�F,1•,t 0- en ei 2 0f 15 ) Sealed 4-4-16 L. Ve TI IROW 30LT PEFICTRA-O3n Ll • MA TYFICAL ANCHORS CLK;C 01ST. 4.j'SSE ELEVAFICNS r FOP SPACIt10 '.. e .'j/ e • •••• • • • ••• •• ••• • • • • •• • •• • • • • •• •• •• •• • • •• • • •• •••• •• • •• • •• •• •• . •• •• •• • •• ••• • •• • • • ••• (J) ® c.1 —§10 X 3/4" PH, SMS. AT - —3/q" FROM ENOS AND 14" O.0 MAX.. TYPICAL. C2 0�(17 1 SING z Ui OPERAT1F ; UNITS_HY S.iI. wow, GCN:REM a IYP'CECLLAL VA AI CfIORS ,_. DOGE DI$T. ' C)ON5 FOP SPACIFIG • • • • • •• •• •• •• • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• • ••• • • •• • • • •• ••• •• • • • • • • • • •• • • • •• • • • • • ••• •• iYJ EPliOi,r5; WI = 1. f.ONO WEEP NOTCH AT EACH END � 4 - CONCRETE e , o`'YC c E ♦EraO�sr, `� TYPICAL EO. A%MS SFR,LEMAT:ONs L FCR sPAC:NC. • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• • • • • • ••• It • • • • • • • • • • • • ••• • • • • ••• 1/4". VAy. SHh1 zrn- WOOD e0cK '$\\ •r OOO S)•RUCTUR3 04 /, (E1) r VENT' Winne • • • • • •• •• •• •• • 2 f• • • —. • • • •1/_a..:. • •• • ri)•_ i • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • •• ••• • • • • • , •• • •• •• • • • • ••• • • • • ••• 138-2.2.201 .5559 O.F -� r 1.327 827 -1.850 1.4. it Al FRAME 115.45 ("a) FINED RAIL 1.1I57 .055 1.525 5A• VENT TDP PAIL '-1.552 .055 9.;83 1658) VENT BOTTOM RAIL 3.527 .815 g) FRAME SILL - 1.125 14- 1.070 .055. .8.12 (7n'i VE14E SIDE RAO_ .030 2.104 055 1.292 .812 1.179 1-33f .. .:-.1.612 --1 J4,; Ft2Ab1E .IAMB S.N. VENT CORNER DETAII 161.0 0 l' -- , 5T• Y71L-H ._ �Y •. 1T 75 �-Y5 i51__ _-.. ._. t TL -188 YE C2 • .... TSQO. • .... • � • 1 1 l • .• • ♦ vT,5U) 8E9(y18MON • • F• •4558'+ il •. • . • -_ _ PIX'ail 54k• FP�11 +1uB • • • • � 15/0 11.410 .... ._._ 45857 TOP .55850 'iyT p0iTOM R L irJENj .881100• •• •• •• • GIbR`iEy •- • h 810TAW1L•RAL•ICE •BLO t1(L• SItLL••`P.._ II. FnF 555H CEl .187 X .2.50 0E0T LATCHES LAM LOCKS FRAME AS5C1,801Y 5655505 ' 050 RAIL STREW VENT 45/5l455 •{REW5 REINFORCING OAR (.575 X .312') • MAMMAL 5053-15 �__.-.._ __ 0,083-7S . ..___ 5_L • 8063-T5._........_-_._.__........ 6063-75 6___ _.__ 0003-T5 6003-05 C2153 -T5- A._1104ALLK11104 _..___'.______. PVC NY:OII,CELCOv 'LA41Ax CR5 CR5 CRS STEEL. MAI1 F./5ItP1'WF.R/11E.ViR K - ..._ ._..____._ ... - ,__.. - 5571 roRtlEo »_10t OUROUETER 72 SNORE A 1A 1 `_'q� "'•'."'YL 5A OA 70 eA 114 *I-622 •15 134 '01-500: 144 • YH-' 504 R A AS AE00 2/ VENT 9j VENT r 2..4 4/ 75115 1 1M SEAL (001491.5) Al 51 58804 ENO -- S Al 18 FM.UU 51155 -� PLATED,PPH SOS 640 PtATED, Prl SUS - 1414 Y84-515 150 105 17A 184 #10 1 3/4'11 d6 5 1' 08 8 1-1/4" Y11-583 CAD PLATED. PH SOS - _ _ - HINGLE NOM 955009 1026547 FOR 9190SE IS) ODOR (8111;67 31 3/4" WEEP NOTCH AT EACH END OF, 5CP,EE15 RETAINING LEG o; S.H. FRAME CORNER DFTAI L5% Ar Of FL #18399 er'-ic �i i�LyN.. Seated 4.4-16 1 COUNTY DEPARTMENT OF REGULATOY AND ECONOMIC RESOURCES (RER). BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) AWP Windows and Doors, LLC 8130 NW 74n Avenue 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.miamidade.gov/economy This NOA is being issued under the applicable rules and tegulation"s' 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 "validafter the expiration date stated below -:The Miami -Dade County Product Centro! Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to havethis 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 'Cr material within their jurisdiction. RER reserves the right to revoke this acceptance, if itis 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. kipESLICIY1.1Oty: bents —10111.1 Impact view;' Aluminum nonzontai bnlnmg winnow - L.M.IO PROVAL DOCUMENT: Drawing No.W03-104, titled "Series -1600 Impact View Alum Horn. Sliding Wdw.", sheets 1 through 7 of 7, dated 11/18/03, with revision E dated 10/30/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. 1_LY. 1 MAI I ateMOlinfatiZellirTMIMETTIART111711=71: . _ -i LABELING: Each unit sha1F bear a permanent label with the manufacturer's nape or.Iogo, oaiy,*state, • model/series, and following statement: 'Miami -Dade County Product Control Apprdued%, winless othginise • • ... noted herein. _ . • RENEWAL of this NOA shall be considered after a renewal application has been 1111sd WA there ha been • • in•• no change the applicable building code negatively affecting the perfouinance of this.p�roauet: TERMINATION of this NOA will occur after the expiration date or ff there has been arevision or change in the materials, use, and/or manufacture of the product -or process. Misuse of this NOA es an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate:this NOA. allure to comply with any section of this NOA shall be cause for termination aiid removal of1'lOA. • • ADVERTISEMENT: The .INA number preceded by the words. Miami -Dade rConnty, F10141,11. and followed by the expiration date may be displayed in advertising literature. if any portion of the HOA- is displayed, then it shall be done in its entirety. • INSPECTION: A copy of .this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0326.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation Was reviewed by Manuel Perez,-P.E. . . • MIAMI ' E • U APPROVED • • • . . NOA No. 15-0130.02 Expiration Date: March 04, 2019 Approval Date: February 04, 2016 Pagei1 . AWP Windows and Doors, LLC NOTICE (dF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's: die drawings and sections. =' (Submitted underNOA#03-1203.02) 2.. Drawing•No.W03-104, titled "Series -1600 Impact View Alum Horiz. Sliding Wdw." sheets 1 through 7 of 7, dated 11/18/03, .with revision E dated 10130/15, prepared by A1-Farooq Corporation, signed and sealed by JavadAhmad, P.E. B. TESTS : I. Test reports on -.,-.1) Air Infiltration Test, per FBC, TAS 202-94 - -' 2) Uniform: Static Air PreasineTeatilLoading per FBC, TAS 202-94 3) Water Resistance Test, per FBC„ I'AS 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 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window w/insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8412, dated 10/1:4/15; signed -''and sealed by Idalmis Ortega, P.E. 2. Test reports ort1) Air Infiltration Teat; 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) LargeMissile Impact Test per Fl, TAS 201-94 5) Cyclic *hid Pressure :Loading par FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411''3.21: and TAS 202-94 along with marked -up drawings and uistallatioii diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Rep), FTL-3791, dated 07/12/03, signed and`sealed by Joseph Chan, NE. • • • • (Submitted under' NOA#03-1203:02) •• • • • 3. Test r orts on: 1)Air infiltration T �� est; per FBC, TAS 202-94 { 2) Uniform Static Air Pressure TestLoading pe .FB(%TAS 901 3) Water. Resistance Test; per FBC; TAS 202-94 • • • • • 4) Large Missile Impact Test per FBC, TAS 2014 f : • ; ,;; • 5) Cyclic Wind Pressure Loading per FBC, TAS.2.. 94 6) Forced Entry Jest per'FBC24113.2.1. mid TAS 201-94 • • • along with marked -up drawings and installation: diagram of an allmi into horizontal. sliding window, prepared by Fenestration Testing Laboratory, Inc Test Reportro: FTL-3763, dated 05/03!03;signed and sealed -by Joseph Chan, P.E. (Submitted underNOA#031203.02) , ' + Manu P.E. Product Cont of E : miner NOA N . 0130.02 Expiration Date: March 04, 2019 Approval Date: February 04, 2016 .•• • • •• • •• • .••.••• • • AWP Windows and Doors. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated August 20, 2015 and October 26, 20I5, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTI+'ICATIONS 1. 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. 2. Notice of Acceptance No. 13-1126. 20 issued to Allnea USA, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 02t20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying: with FBG5tb Edition (2014), and of no financial interest, dated October 26, 2015, issued vy Al-Farooq Corporation, signed and sealed by Javad Ahmad,' P:E: ° ` ' 2. Proposal No. 14-0776 issued by the Product Co ntroF Section, dated September 8, 2014, signed by Manuel Perez, P.E. 3. Asset purchase' agreement dated March 20, 2014, signed ed by Mr. Paul Schmitz, Chief Executive Officer and President, Trnlite=Intermedia a Holding, LLC and Mr.•Tim, Morris, Jr., President and C.F.O., AWP. Windows and Doors, LLC. , 4. Letter from owners of_existing NOA stating that they have sold dit aSsdts to the • - applicant, that they no longer manufacture the produet and relinquish their rights to the current NOA, dated April 20, 2015,1 signed by Mr. Kevin Barrett;; Ogler Financial Officer, Trulite:•Window & Door Solutions, LLC. , • • • •. • • 5. Statement letter for Name Change Request dated July 15, 2014, tilig4 AW ... Windows and Doors, LLC, signed by Gerardo Berok Director of fgitfeering.. • • .' G. OTHERS . . •. 1. Notice of Acceptance No. _ 13-0326.09,, issued to Trulite Windo$v &'Door S41ut}ons, LLC for their. Series "1600 Impact View" Aluminum' Horizontaf '$licking Wigdot — L.M.I., approved on 06/06/13- and expiring 'an 0904/19. • . . Manuel P . P.E. Product Contr E miner NOA No. -0130.02 Expiration Date: March 04, 2019 Approval Date: February 04, 2016 • •••• • . . •.• .• .• • • .• . •. .• . • • • . •• •• •. •• • . • •. • . •• • •.. • • •• • . • •• • •• •. •• • • ••• • •• • • . •.• • • •• •• •• . • • • • • • • • • • • •• • VIM MUNTV3 • • • ' FACE UWLIFD). • ••• YBEIMEB• • • AT MT. STILLEEC� • • o (36' OA• 1YP. � •, Lai •• ••..i" • • i I1 II __= ==' ---#--3 •i • -- '== ; 1 = v v �i ==4;› A d II II =—_=_ ,r j===—__ is Is ===L�= :=1k=/ "n=== 0== 11 11 ___ 11 11 ---�I'i 'it' I 11 1 ,. iroomn __ gin v 27" THESE WINDOWS ARE RATED FOR LARGE .i MULL MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. .SERIES -16 00 IMPACT VIEW AWMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN SHEET 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR H.R. WOW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. /THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH 7HE REQUIREMENTS OF THE 2014 (011 EDITION) FLORIDA BUILDING CODE UDING HIGH VELOCITY HURRICANE ZONE (IIVHI). LOADS TOTHE STRUCTURE �'ERLY TO TRANSFER NANCHORS I 700 BASE MATERIAHALL BE AS L SPACED SE BEYOND WALL DRRES014 SSSMANCHORS 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 ANO NON-COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO ETAL SCREWS, THAT COME INTO CONTACT VAN OTHER CISSIMILAR MA SHAD. MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. O. OPO. 04 3/4' VENT WIDTH 'X0X' D.L. OPO. 27" VENT WIDTH 74' ••uuu�c • • • 0 011400 ! MOTH 11' •• • • • 0 11" MAX. 31 3/4" 0.L OPO, 37 3/4" VENT WIDTH 31 3/4' D.L OPO. 30 1/2' VENT WIDTH OX OR XX 841 V 1 1 e 1 • • W tis drvWMg no W03-104 sheat 1 of •• ••..i" • • 1 L-- 4. 17 pi Hi". ,. I v I 1 v 0 11" MAX. 31 3/4" 0.L OPO, 37 3/4" VENT WIDTH 31 3/4' D.L OPO. 30 1/2' VENT WIDTH OX OR XX 841 V 1 1 e 1 • • W tis drvWMg no W03-104 sheat 1 of • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • • • ••• •• • •• • • •• •• • • •• •• • • ••• • •• • • • ••• .3/18' ANN. CLASS .090" Inlerloyer . Satin Clear And Color Man 'By 'Eastman Chemical Co.' 3/16". MN: GLASS 7/16" OVERALL IAN .• GLASS SILICONE ' COW CORNING 1199 GE SC52800 SCHNEE,MOREHEAD5731 AT 1/4 POINTS 014 UTES WIDER THAN 38' ONLY GLAS$ TYPE 'B' 7/16 OVERALL UM. GLASS 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8" ,HEAT STREN'D GLASS • l>80" interlayer. 1/8" ANN. GLASS Sofex-CNar.And.Color ..Close ..• . By'Eaehnpn-Chamkal.,Co.' - • . . DUR4SEAL SPACER I/8' HEAT STREN!D•:GLASS BY 'WANE%' 3/18" ANN. GLASS 100" Interlayer Undid S By 'Mau USA, Ina' 3/18' ANN; GLASS SILICONE .: 'r ... DOW CORNING • 1199 1/ I ALLSIZES_ MS GLASS .TYPE: 'C' • 11/18' OVERALL NSULr IMA,. 9LASS' SIUCONE DOW CORNING 1199 GE SCS2800 SCHNEE MOREHEAD 5131 1/4' Ami SPACE 1/8" MLN. GLASS .090" Interloyer San Clea And Color Clan 8y 'Eoetnwn Chemical Co.' I/O' ANN. GLASS GLAZING OPTION$ • • .• . • • •....., •• ' •• •• •• • • •• • • • • • • • • • •• • • • • • • • • • • • • • • • • ••• ••• ••• • ••• • SIUCONE DOW CORNING 1199 DE SCS2800 • • • • • • • • • •• • • • • • ••• •• •• • • • •• ••• ••• AT 1/4'POIN1S ALL SIZES -. GLASS TYPE 'D' CLASS TYPE '0' NOT QUALIFIED -11/f6 OVERALL INSUL LAM. GLASS. FOR INSTALLATIONS ABOVE 30 FT. (04„ui 1 1 v' PRODUC F RBVISDD vH•c,wamp• uTpi UdinQnyCnadiVMepuwn IoIWd'aUro• Pad BMy My Deo J! 7/^i IL r 0 • 1: g • e • drawing no, W(.13-104 (aheel 2 of 7 ) • • ••• • • • ••• •• •• . 4 • .• •• • • • • • • • • • • • • • •• •.• • • • • . • • . • • • • 0 •.. • • • • ••• DE8IGN LOAD CAPACITY - Par (x0, 0S Olt XX SIZES) WINDOW DIMS.A L GLASS TYPES A' k '9' GLASS TYPE 'C' GLASS TYPE b' WIDTH HEIGHT 1930117 EXT.(+) 917,(-) cr.(+) 14T.(-) IXC.(+) INT.(-) 28-1/2" 37' 53-1/8" 74' 26' (3) 3 90.0 140.0 90.0 ' 90.0 74.0 74.0 5 90.0 140,0 90.0 90.0 74.0 74.0 6 90.0 140.0 90.0 90.0 74.0 74.0 9 90.0 140.0 90.0 90.0 74.0 74.0 25-1/2" 3r 63-1/8" 74' 38-3/8" (4) 3 . 90.0 140.0 900 90.0 - 74.0 74.0 S 90.0 140.0 90.0 90.0 74.0 74.0 6 '90.0 1400 00.0 90.0 74.0 760 9 900 1400 900 00.0 -740 760 26-1/2' 74.0 14 904 1400 00.0 900 760 74.0 60-5/8 (5) 63 11 .0 90.0 90.0 74.0 74.0 6 90.0 140.0 90.0 90.0 .74,0 760 74"- 14 A 124. 90.0 90.0 760 74.0 25-1/2 37 53-1/6' 74' - : (8) 3 90.0 140.0 90.0 90.0 74.0 74.0 5 00.0 137.3 • 90.0 90.0 74.0 74.0 9$.. -904.'- 1044 90.0 90.0•....74.0 ' 74.0:: 9 84.9 84.9' 84.9 84.0 74.0 74.0 24' 35' 48'(3), 60' 072' - . : 3 90.0 140.0 -90.0 90.0 74.0 74.0 6 - 90.0 140.0 90.0 90.0 74,0 74.0 7 090.0 140.0 '90.0 90.0 . 744 74.0 7 . 90.0 140.0:. 90.0 . 90.0 -.744 -74.0 9 90.0 140.0 90.0 ` 90.0 . 740 ' 74.0 .. 24' 303",-'' 48' ,• 60 , 72' - - 3 90.0' 140.0' : 90.0 '- 90.0 . . 74.0 ' 74,0' 5 90.0 140.0 90.0 :. 90.0 ' .• 74.0 ... 760 . 7 - 90.0 140.0 ° .90.0 • ' 90.0 ' ",. 740 ' 740 7 -.100 140.0 90.0 ' 90.0 •-'•744 74.0 4.74.0•' 9 .; •-90.0 140.0' :90.0 . -' 900 • ' -74.0 74.0 ' 24 .1 36 • • 483' ` '60'• 72".. 90.0 3 90.0 1404' 90.0 . 90.0 740 74.0 .:. ' ... 5 "90.0 140.0 .90.0 -.90.0 ' 740 ' 740 7 :'90.0 140.0 90.0 ..90.0 '76b .74,0.... 7 ..•90.0. .'129.6, 90.0 .90.0. <74.0 . 74.02. 9 -.90.0 120.3. 90.0 ': 90.0 • ' 74.0. ' 74.0 24' 38'..., 18'.• W" ;. 72°{ . • 3 '90.0 " 140.0 '. 90.0 :'.90.0 , .74.0 - 74.0 '. 5 ' 90.0 131.5 ' 90.0 . 90.0 . ` 74,0 - 74.0 '-7 .490.0 118.2 90.0- 90.0 ' 74.0 -74.0 7 - '90.0 103.4: 90.0 ' :900 ' ' 74.0 74.0 9 • ` 90.0 93.3 , .100,0. 900 .74.0 •- 74.0 A = NO ..OF.ANCHORS..PER _HEAD_A: SILL.'-. ( ) - NA OF ANCHORS PER JAMB 4 LEFT AND RIGHT VENTS TO BE OF 'xx' 0 DESIGN LOAD CAPACITY - PSP (XG( SIZES) • WINDOW D1319. L CiA88 TYPES A' k '9' GLASS TYPE'CLA01YPE•, C 0IA93' TYPE 'D' t WIDTH • 1930117 000 INH.(-) EXT (+) 91L(-) IXL(t) 9(T.(-) l 74'2r 105-1/4' 111' (3) 11 90.0 140.0 90.0 90.0 74.0 744 14 90.0 140.0 90.0 90.0 74.0 74.0 14 90.0 140.0. 90.0 ' 90.0 74.0: 74.0. 74'5-3/8' 100-1/4' 111' 36 (4) 11 90.0 140,0 90.0 90.0 " 74.0 .70.0 14 90.0 .134.3 90.0 ' 90.0 74.0 .74.0 14 900 139.1 00.0 90.0 74.0 74.6 74' 100-1/4' 111' 30515 (5) - 11 90.0, 131.2 '00.0 90.0 74.0 •71.0 14 90.0 100.8 .00.0 - 74.0 74.0 14 90.0 110.6, 90.0 ' - 74.0 74.0 74' 108-1/4' 111' 63 11 90.0 110.0 90.0 - 00.0 74.0 -74.0 14 88.9 ' 86.9 > .87.0 - 740 74.0 14 . 840 840 - ' - - - 72' 84' 90',(2) 108' 111' . • - 11 90.0 140.0 90.0 90.0 744' •74.0 11 .900' 140.0 '90.0 90.0 74.0 ' 74,0 11 00.0 `140.0" 90.0-: ' 00.0-'^"74.0 ' -=-74.0 ' 14 .90.0 140.0 00.0 "90.0 "740 - 74.0 14 '90.0 ' 140.0 00.0 '90.0 ''74.0 ' 74.0. - 72' ` 84" 95'. 108' 111' -: - ' (3) 11 90.0 140.0 , 00.0 "90.0, , 74.0 74.0 11 90.0' 140.0 90.0 .90.0' 74.0 74.0 11 - 90.0 140.0 90.0 , 60.0 74.0 ' 74.0 14 - :90.0 140.0 90.0 ..900 -740; 74.0 '14 90.0: 140.0 90.0: -•:904 44,0 • "'44.0 72',. 84'-- 6''• 9- 100.•"r . ' ua�'•11 '4) ' ' : 11 -.',00.0; 90.0. 140.0 - 90.0 i" 00.0 --74.0' '.74.0, 10 •.90.0'- 132.6 '900 "904 -'74.0 ''74.0 '11 ..90.0 120.3 900 c90.0 760 .-'74.0: 74.0 14 90,0; 119.4 90.0 - '- 74.0 74.0 111 ., ` 14 90.0 115.7, 90.0. _- 740'' •740, 72 ' 90,-' .106"' lir - t6) • 11 90.0 110.0 900. .40.0 -74.0' - 74.0 11 " 90.0. 108.1 '90.0 .'90.0 34.0; 1'74.0 -11 90.0' ..99.5 90.0 - •"74.0. %74.0, 214 ' 900: 93.3 - - - 14 90.0 214 X90,0 92.0 - .. - •' 74.0: t"74.0 72"; . 94'- 5 9e• .,. 61 1/4 • 11 90.0 110.7 90 0' ' 90.0 74.0 '7.4.0, : 11 1. 90.0 104.0 - ' = i' ' -•740;. '"74.0 u ' .90.0 96 3 - - 760 -.. 00.0'1 •.108' 111"' (6) -• 14 -sok- •40A- 90.2 14 - � _ 74.0 � • '74.0 '14 ' -88.9 88.9 _ - '74.0 -74.0 A • 140. OF ANCHORS- PER "HEAD k SILL ( ) - N0. OF ANCHORS PER JAMB (1/39) 4 . (1/3W) ' - `(1/ao 4L OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xax' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) -AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • • 4 5 DESIGN LOAD CAPACITY - P8F OIOX SIZES) • . • ' • • •WINDILY DI69. • 1 30ASS JHS • 'A' k:8• GLASS TYPE '0' 0IA93' TYPE 'D' W1014• HEIg4T• 1'3L(+);0413) EXY.(+) 1Nt(-) EXT.(+) INT.(-) 746 • 109-1/4' 111' 9 '5 (5 . 10 18010 640.0 00.0 90.0 74.0 74.0 13 90.0 140.0 90.0 ' 90.0 74.0 74.0 13 90.0 140.0 00.0 90.0 74.0 74.0 • 74" • 15-1:41 • 11ii • 39.0010, 0) • •. 00.' 140.0. - 00.0 90.0 74.0 74.0 03 90.0 131.7 00.0 00.0 74.0 74.0 if 90.5• 130.9 90.0 90.0 74.0 74.0 • 7? '5544 108-1,4' 711' 9 (0 40 90.0 4 123.3 '90.0. 90.0 74.0 74.0 II" 4.1, 102,4 .00.0 90.0 . - - 13 90.0 ` 108.5 90.0 ' 90.0 - - 74' 106-1/4' 111' 63. . 10 00.0 104.9 00.0 90.0 89.2 89.2 13 - 87.0 97.0 - > .87.0 874. - - 13 . 86.8. 85.6 ' ' 95.8 85.8 - - 72' 84' 96' ' 106' . 111' .(24) 10 90.0 140.0 90.0 90.0 74.0 ' 74.0 10 90.0 140.0 00.0 90.0 74.0 74.0 13 .: - 90.0 1404' -00.0 90.0 74.0 ' 74.0 14' . 90.0 140.0. 90.0 90.0 74.0 - 74.0 14 ' 90.0 . 140.0 .: 900 90.0 74.0 74.0 72' 134' 96 .105 .111' 36 ' ( .. ' , • 10 90.0 140.0 90.0 90.0 74.0 74,0 10 90.0 140.0 00.0 90.0 74.0 74.0 13 90.0 140.0. 00.0 - 90.0 74.0 74.0 14 90.0.: 140.0 90.0 90.0 74.0 740, 14 90.0 -. 140.0 90.0 90.0 740 74.0 :72'.-' 84' 99' ' 108• 111' :. ' . ' •' b t 10 90.0. 433.5 00.0 90.0 74.0 .760 10 90.0 126.9 - 90.0 90.0 74.0 740""' 13 900 - 1204 <90.0 90.0 74.0 74.0 14 90.0.. 115.2 ` 90.0 90.0. -.. - 14 90.0..' 1119 :.90.0 90.0. _ . - 72'- 84'' 96' `108' 117' -' : , 10 86.o 1094. ;190,0 004 74.0 74.0. ' 10 80.9 p 1021 90.0' 90.0 - -00 13 ' 90,0 97,8':..00.0 90.0 - - 14 : 90.0 , 93.8 :' .90.0 . 90.0 - - 14 90.0 91.1. :.00.0'' '90.0.. - .. - . 72' . - 64''81-I/4 64"61-1/4 ' 95'- 108" -- 111' ' _ _ (59 10 90.0 111.4 ' 00.0 90.0 73.8 73.8 ' . 10 • , 90.01 1017: ::90.0': 90.0 - . - 13 9 .. 0.0 92.2 .'90.0 90.0 - - 14 -.. 00.0'1 -4914 90.0 r 90.0 ._ . - 14 90.0 " 902 " , 000 ' 00.0 ' - ' - A.. N0. OF ANCHORS PER HEAD k SW- ( ) - NO. OF: ANCHORS PER •MAO .(1/4W) 4 (1/26) (1/4W) CP BE OPERATING VENTS TO 1HE WINDOW WIDTH ,XO1/4XPROFODUCT REVISIDJ I7ay wi910. FLOrld11 O�i14ry (>ed4 %aeptmKe No -.11) O - 0$ E ri�l+oeoaw . OYMom 4 d 0 u drawing no. W03-104 sheet 3 of 7 ) • .. . • • . • • • •.• • . • • .• . .. • • •. •• •. • . • • ..• •. • •. . •. .•. . • • . . • . • • • . WAY—CAGE COUNTY APPROVED MULLION da MULLION ANCHORS SEALANTS; FRAME AND VENT ;CORNERS AND INSTALLATION SCREWS' AT SILL'• SEALED WITH WHITE/ALUMINUM 'COLORED.'SEALANT. WEEPHOLES; • • . . .. INH - t-5/8" X 1/4" WEEP,HOLES AT 12" FROM .EACH END W2 - 3/4" X:5/8 WEEPHOLE:AT EACH END AW3 -. 1-1/4" Y. 1/4", WEEPHOLES;AT 16-1/Y FROM EACH ENO TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD 'BUCKS AND METAL, STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO' THE 'BUILDING STRUCTURE. TYPICAL ANCHORS; . SEE ELEV..FOR SPACING L1i• HJir,7_t�•I; ■:iiTaH1•i• FU -177 N51. Fy-166 1-1/4" MIN. EMBED INTO CONCRETE •(HEAD/SILL) 1-1/4" MIN, EMBED INTO CONC. ,OR MASONRY (JAMBS) DIRECTLY INTO CONC, oR• MASONRY 2" MIN. EMBED INTO CONCRETE; (HEAD/SILL) 1-1/4" MIN. EMBED. INTO CONC. OR MASONRY (JAMBS) TY4" DIA TEKS OR SELF DRILLING SCREW$ (GRACE 1 CRS) INTO METAL STRUCTURES '' STEEL : 1/8" THK,', �i!N.. (Fy, :'- 36 KSI MIN.) ALUMINUM :1/8".THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 12 SMS -OR.. SEI_C DRILLING S REWS (GRADE 2 Co) INTO MIAMI-DADE COUNTY APPROVED MULUONS (MIN. THK.-''1/8") (NO SHIM SPACE) . .:.TYPICAL EDGE DISTPM : -_... . INTO CONCRETE ANDMASONRY,- 2-1/2' MIN. INTO WOOD STRUCTURE '-, 1" MIN. • INTO METAL STRUCTURE .3/4" MIN. W000 AT HEAD. SIL, OR JAMBS SO - 0.85 MIN. • CONCRETE AT HEAD. SILL OR JAMBS 1'c - 3000 P51 MIN: C-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PS1 MN. 0 2016 PRODUCT RHVISBD Oscomplyisswith taeFbr l anlldia4Ceds 1 ' C A plmml�n N'-".Y;:i72 2019 i • 0 e (drawing no. W03-104 sheet 4 of 7 1 •••• • • •• •• • • •• • •• • • • • • •• •• •• •• • • • • •• •••• •• • • •• • • •• • • ••• • • • • • .• • • • • . • • • • •- • •• ••• ••• • • • •• •• • • • • T/4' WX.• • • • • • • -• • • .• • ••• • T/4' MAX. VENT MOTH riPtC.M. ANCHORS SEE ELEV. • liOR mew • •'. • '• • METAL STRUCTURE z � r gogl •fig. z ot 03 WINDOW' . TYPICAL ANCHORS SEEKM SPACING I EXTERIOR SOON «0Th /C LAYOUT 1ST YT000 SUCKS PRODUCT REVISOR m complying with b Florida Ouilding Code Acorptant• No 1 i - ' .02 ration Dale S- ,S7IL Qbj� drawing • no. W03-104 (sheet 5 of 7 ) .VENT TOP 8OTTOM RAIL Q • . (VAL O1A85) FRAME HEA(*) 1:434; r.082 1.488 -VENT`TOP/RoTrou RAIL• • OA • (INSULT Lw. CLASS) 17824 1 2 2A .3 4 5 .8 7 B BA 9 1A 10 12 13 14 15 1• 17 16 10 20 : 21 22 23 24 25 28. PART / 'E-1600 VE -1801 YE -1608A YE -1802 YE -1505 TE -1003 VE -1704 7E-1604 YE -1707 AWP -YE -1817 TE -floe 10-17068 TH-1005 VN -715 Y7-14 VH -022 TH-602 YF -20 TH-1802 TH-1003 4.F-71 VH -1601 1H-1004 VN -1508 iH-1802 1N-1603 VF -71 -VH-1622 QUANTITY 1 1 1 1 1/ VENT 1/ VOLT 1/ VENT AS RECO. AS RECD. • 2/ VENT 2/ VENT AS RECO. 2/ VENT 2/ VENT 2/ IATCH ' AS READ. AS RECO. AS REO0 2/VENT 2/VEHT 2/ GUIDE 1/ WEEP 2. AS RE00. AS RECO.' AS REoo. AS RE00. DESCRIPTION MAIM HEW • • ••• • • • •4.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • t • • • • • • • • • • .• • • • MATERIAL •• • 41.1.• • 63-Tt MVO S81 • • • • • • • 9683-76 AA AA ALT. PRIME SILL • • • ••• ••• FREE JANE • • • • • • • ••• • SRA. TRACK INSERT FIXED RAIL VOW MEET1NO RAL .MOB STILE GLAZING KM CAM. OLASI • elbaa,Tt •TrD9 III 8063-76 6063-T8 6063-78 • 6063.75 TOP AN BE07 ONsuL AI -SLAV • • •• • •• i•• 176 TOP AND 8077011 RAIL.11041/. TOP MO BOTIOM RAIL (INSUL.. LAM. 01ASS) SETTING BLOCKS 5083-T8 BRASS ROLLERS IN NYLON HOUSING, AT 2-1/4" IRON .EACH END • VLM LATCH . VENT IATCH SCREWS EPOM • EWAN BULB WS1RIP11NO, DIMOMEIER 7515 SHORE A _ VIM. • RN. SEAL W'S RIPPINO PR MYjVENr ASSLSNBLT SCREWS TOP OI1OE BOTTOM WOE'• GLIDE SCRUM OPEN CELL FOAM PAD (1' X 1' X 3/4') OPEN CELL FOAM PAD (1-1/4' 44 1/4' X 1-3/47 WEEPHOLE COVERS FIXED • VENT -CUP NOL: NEW .0000 OI6DEsCREWs' OLAZINO CASKET. DUROMETER 7018 .SHORE A ,:ORS VINYL 6063-T5 •6063-7S CRS.:. VINYL VAMP./SVPPIIBR/ROAARES wit 1- 1 OURONETER 8016 MORE A AWP. FASTENED W/ (3) /8 X 1/4' PH SMS AT 10-1/2' FROM 10P AND 00TTOM (2) /10 14 3/4' OH SMS SUt11VAN & SULLIVAN ULTRAFAB 155-1' P.14 SMS AWP AWP SMS • AWP AWP ANP AWP ANP /8 2 1' P.N. SIAS MEETING RAIL .789 4.368 FRAME .WAR 1. RXED VENT CUP • .375 GLAZING BEAD (LAM. GLASS) 24 MOV. VENT GUIDE GLAZING BEAD (INSUL. LAM. GLASS) PRODUCT REVISED as eomplylq wl1N M Rudd, aWMins coda Acccpla..w No 1 Ns anion Dole drawing no. 1 W03-104 (sheet 8 of 7) • • ••• • • • ••• •• •• • a • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • • • s ^ • •• •• •• •• •.0 •'• • • • • • • • • • •• • • • • • • •.• • • • • • • • • ••• ••• ••• • ••• • • •• • • • •• ••• •• • • • • • • • • ' • • ••• • • • •. ••• • • • • • •• • • • • •,•.i•'•• VENT TOP/BOTTOM• Cot* • FRAME BOTTOM CORNER PRODUCT REVISED mcomplyint.with hoFbrida Accdinft Cod•' „ *0130.02. AeeepW,w s ,ss By JI. i4i. Miura KduNCoa W DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMIMSTRATION DIVISION NOTICE OF ACCEPTANCE (NOA, AWP Windows and Doors, LLC 8130 NW 74"' Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section (In Miami—Dade County) and/or the AHJ (in areas other than Miami—Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code induct. a aocth H. h V l ' Hurricane Zone.- MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Sircct, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.eov/economy rng ig ity 1 DIESCRIPTION: Series "1700 Impact View" Aluminum Single Hung Window - APPROVAL DOCUMENT; Drawing No. W03-105, titled "Series -1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03, with revision I dated 05/24/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manutacturer's name or logo, city, late, model/series, and following statement: "Miami -Dade County Product Control Approved",.unless btlterWise noted herein. • • • ••• . • • RENEWAL of this NOA shall be considered after a renewal application has been fin Witl there has been no change in the applicable building code negatively affecting the performance of this j2roduct. • TERMINATION of this NOA will occur after the expiration date or if there has beisiaa eVision:dreh`dhge in the ,materials, use, and/or manufacture of the product or process. Misuse of this NOA•as+an endors anent of any product, for sales, advertising or any other purposes shall automatically termite tris NO.A.liailure to comply with any section of this NOA shall be cause for termination and removal ofN(3A; • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade: Cotu ty, Florids4.and followed by the expiration date may be displayed in advertising literature. If anypgr iop of tie NOA is displayed, then it shall be done in its entirety. •• • •• • • INSPECTION; A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 13-0430.09 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI. ' DE COUNTY APPROVED 7?J2O/I5 NOA No. 15-0130.03 .apiratio„ Date: April 29, 2019 Approval Date: July 09 2015 Page 1 ••••.. • • • • • • .• • • • AWP Windows and Doors. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMI'TTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-105, titled "Series -1700 Impact View Alum Single Hung Wdw.", sheets 1 through 6 of 6, dated 11/19/03, with revision I dated 05/24/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 1700 impact view aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8413, dated 06/15/15, signed and sealed by Idalmis Ortega, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series 1700 impact view aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3822, dated 07/10/03, signed and sealed• by Joseph L.. n, P.E... • • .. . • • (Submitted under NOA# 05-0311.01) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • 2) Uniform Static Air Pressure Test, Loading pe ;FBE TAS aq2- 4. 3) Water Resistance Test, per FBC, TAS 202-94 • • • • • 4) Large Missile Impact Test per FBC, TAS 201914 •• •: . • • • • • • • 5) Cyclic Wind Pressure Loading per FBC, TAS2Q -.4• • . 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202'94 • along with marked -up drawings and installation diagram alumirturn korizonna�l•sliding . window, OXO configuration, prepared by Fenestration Testing L•rbortitory,.hm, Fest • • Report No. FTL-4332, dated 12/09/04, signed and sealed by Edmundo Largaesp'ada, P.E. (For Reference Only - to qunlify glass types C & D). (Submitted under NOA# 05-0311.01) • • • E-1 Manuel Pere Product Control Ex er NOA No. 15-0130.03 Expiration Date: April 29, 2019 Approval Date: July 09 2015 AWP Windows and Doors. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 06/19/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-s ' Edition (2014), and of no financial interest, dated June 22, 2015, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, Y.E. 2. Proposal No. 14-0777 issued by the Product Control Section, dated September 8, 2014, signed by Manuel Perez, P.E. 3. Asset purchase agreement dated March 20, 2014, signed by Mr. Paul Schmitz, Chief Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim Moris, Jr., President and C.F.O., AWP Windows and Doors, LLC. • • 4. Letter from owners of existing NOA stating that they have sold altagot§ to the applicant, that they no longer manufacture the product and relinquilll thdir rigjlts.tthe current NOA, dated April 20, 2015, signed by Mr. Kevin Barrett, thiM l inancial Officer, Trulite Window & Door Solutions, LLC. ' • • • 5. Statement letter for Name Change Request dated July 15, 2014, issued.I y AWP • Windows and Doors, LLC, signed by Gerardo Beros, Director of £ingeringi • • • •• • . .... •... G. OTHERS . 1. Notice of Acceptance No. 13-0430.09, issued to Trulite Windoyv &•Door iehitmns, LLC for their Series "1700 Impact View" Aluminum Single Hutig.WVi idow approved on 08/01/13 and expiring on 04/29/19. • E-2 Manuel Pe - z, E. Product Control ' xa ner NOA No. 1 30.03 Expiration Date: April 29, 2019 Approval Date: July 09 2015 ..••. • .• • • • • • ••• • • • • • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • ! • • ! • • • ! ••• O J d 6' MAX_ HEAD CORNERS -r i n !A � 1 WINDOWS WITHOUT SILL NICKORS_/ SEE SHEET 3 FOR CAPACLRES SERIES -1700 IMPACT VIEW ALUMINUM SINGLE kIL1NG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO 8E AS PER CHARTS SHOWN ON SHEET 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL. WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZI. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNTIED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERLILS SHALL MEET THE REQUIREMENTS OF THE FLORIOA BUILDING CODE. FALSE NUNTWS (SURFACE APPUE0) MAY BE USED (3) MCHORS AT MTC. STILE ENDS M 3-3/4. 0.C. 47 1/4' 50 1/8' VENT WIDTH.�'��—" 33 1/8' ......_........,,..WINDOW WIDTH I, 8 TYPICAL ELEVATIO • • • ••• Y1 •• •• • • L ,4- • • • BIiFW •. L! :(A • r • 1414•HEAD •:ocORNERS IIM•• k I • • • • ! i 1 .. �L_. -!-4 �-•- 1. ii 1' jn1*•11 100 ,•• 1••• �`4:14:/_-1 _" •••• ni•t.'1 s • • a• • O• • • • J• • • • B' MAX. SILL CORNERS WINDOWS WITH SILL ANCHORS SEE SHEET 3 FOR CAPACITIES 11, 4 .,/ 4 •1 • 11 11 n 11 1 I m 101/4' SILL 47 1/4' D.L. OPG. -_tea 50 1/8' rrrt 1WJDTH" 53 1/8' — II FALSE MUNTINS (SURFACE APPLIED) MAY BE USED (3) ANCHORS -AT MTC. STILE ENDS AT 3-3/4' O.C. rIM ;� ate WINDOW WIDTH j. THESE WINDOWS ME RATED FOR URGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Emgr. JAVAD AHMMI CML FIA. PE 1 70592 C•AN, p 53B I1 • 2015 PRODUCT REVLSBD as complying with the FIosW9 Unilding Coto Accrptlolee No /5'0/0.0,3 Ex •'ration Dale A17;1T1Y49. 20f9 By 3G • Dsde Pr ,• UCoag 0 0$ S 2 0 w i e P E drowing no. WO3-105 (sheetj of 61 • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • --3/16' ANN. GLASS 3/16' HEAT STREW) GLASS 090" Weiloyet -Sa(lex Cleor Md Color Glass By 'Eastman Chemical Co.' -3/16' ANN. GLASS Zd BULB NNYL / Y1-622 SILICONE _DOW CORNING 1199 GE 2800 SCHNEE MOREHEAD 5739 AT 1/4 POINTS ON UTES WIDER 1HAN 36" ONLY GLASS TYPE 'A' I/8' TEMP. GLASS- DURASEAL SPACER BY 'OUANDc' 1/4" AIR SPACE --1/8" HEAT STREN"0 GLASS 090' Interlayer -Saltex Clear And Color Gloss By 'Eastman Chemicol Co.' 090' InteHoyer Sullen Clear Md Color Gloss By 'Eastman Chemical Co.' 3/16" HEAT STREW° GLASS BULB VINYL YH-622 SILICONE DOW CORNING 1199 GE 2800 SCHNEE MOREHEAD 5731 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY WIDER THAN 36" ONLY 3 n • • • • 3/16" HEAT STRENTO BASS • • • • • • • •• • • • • • • •• • • • • •• 090' Interlayer • • • • • • • • DuPont Butadte P18 • • • • By'Kuraroy Ah!Inc!•• •••• • ••• ••• m• -3/16" HEAT STREN'0 GLASS BULB VIM'L • • • • • • • • • • • • YH-622 • • ••• • • • • •• • S9JCONE • • • DOW CORNING •199• • 062800.. • • • • • ••• •• SCHNEE MOREHEAD 5731 AT 1/4 POINTS ON LRES GLASS TYPE HEAT STREN'D CLASS BULB VINYL Y14-622 SILICONE DOW CORNING 1199 GE 2800 DOW CORNING 995 AT l SI1/4ZES POINTS Al GLASS 'TYPE 'E' I/8' ANN. GLASS-\\ OURASEAL SPACER 91 'OUANEX'..\ GLAZING QP31ONS GLASS TYPE 'U' I/4' AIR SPACE -1/8" ANN. GLASS 090" Intadoyer - Sotlax Clear Md Color Gloss By 'Eostmon Chemical Co.' -1/8" ANN. GLASS ..BULB VINYL YH-622 SILICONE DOW CORNING 1199 GE 2800 OW CORNING 995 AT 1/4 POINTS ALL SIZES GLASS TYPE 'E' (S.M.1.) EXTERIOR PLY OF GLASS TYPE 't MUST 8E TEMPERED TO OUALIFY FOR SMALL MISSILE IMPACT RATING. Engr:.*VAG AMMO CML ilA. PE 1 :70592 CAN. 3918 UN 74 PRODUCT REVISED in complying wish Uro I lortde Building Cade Accepl$nee No / • e 20.Q9 Ear ration Date • :." _ 4. /9 f. z A 6k o A ot 0g 00 010 aEPl Oro Fleet 2 of 61 WINDOWS WITH SILL ANCIIORS) • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • • • • •• •••• •• • •• • • •• •• • •• •• •• • • ••• • • •• • • ••• EQUAL LIES WINDOWS DES GN LOAD CAPACITY - PSF CLASS TYPES GLASS TYPE WINDOW DIMS. 'A', 'C', '0' 0R 'E' ,F, WIDTH HEIGHT 19-1/8' 26-1/2' 32' 37' 42' 48' 53-1/8' 19-1/8' 26-1/2' 32' 37' 42' 48' 53-1/8' EX.(+) ANL(-) EXT.(+) 1NT.(-) 26' (4) 38-3/8' (5) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 134.9 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 750 75.0 76.0 76,0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 75.0 75.0 90.0 140.0 75,0 75.0 90.0 140.0 75.0 75.0 9000 128,5 75.0 75.0 90.0114.3 ri 75.0 75.0 UNEQUAL. I.ITES WINDOWS DESIGN LOAD CAPACITY -f)18F WINDOW DIMS. 94004 19-1/8' 20-1/2' 32' 37' 42' 46' 53-1/8' 99-1/8' 28-1/2' 32' 37' 42" 110011T 50-5/8' (7) CLASS TYPES 'C', 'D' OR 'E' 1 rN (-) EXI,(+) GLASS TYPE ,p. ExT.(+) INT,(-) 90.0 - 140.0 75.0_ 75.0 90.0- - 140.0 -75.0 _ 75_.0 90.0 140.0 y 75.0-- 75.0 90.0 140.0 ) 75.0 75.0 90.0 140.0 1 75.0 75.0 80.0 131.8 75.0 75.0 90.0 114.8 75.0 75.0 63' (9) 90.0 90.0 90.0 90.0 90.0 140.0 '`140.0 140.0 140.0 140.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19-1/8' 26-1/2' 32' 37" 42' 48' 53-1/8' 50-5/8' (7) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0_ 90_0 140.0 90.0 129.1 90.0 112.7 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19-1/8` 26-1/2' 32' 74-1/4 (9) 90.0 90.0 90.0 140.0 140.0 140.0 75.0 75.0 75.0 75,0 75.0 75.0 75.0 75.0 19-1/8' 26-1/2' 32' 37" 42' 48' 53-1/8' 63' (9) 90.0 140.0 90.0 140.0_ 90.0 140.0 _90_0__ 140.0 90.0 . _ 139.7 90.0 113.7 90.0 96.1 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 19-1/8' 20-1/2' 32" 37' 42" 48' 53-1/8' 74-1/4 (9) 90.0 _ 140.0 _ 90.0 140.0 90.0 140.0 90.0 140.0 90.0 132.7_ 90._ 0_105.7 90.0 _ 90.0 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 • NO. IN PPARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. WINDOWS WITHOUT SILL ANCHORS EQUAL LIES WINDOWS DESIGN LO,I CAPAgT6 - PSF • • 4GlASS 1N11Es t sS 'Pine WINDOW DIMS. 'A', ad,,t', 'D' LIR 'E• : 'F' 16IOTH HEIGHT EXTj+) 116x.(-) EXT.++) 1NT.(41) 19-1/8' I 90.0-140.0 • N4d0_ •i5 75.0- A()26-1/2' 75.0 _ 32' 90.0 140.0 75.0 75.0 37' )' 14 90.0 6 • 14440 • 75* EIYO 42" 90.0 • •. 1420 • •5.0 • :5.0. 48' 90.0 _ • 14%0 w X5.0 • iiLp. 53- 90.0 •144.0 • 55.0 • . •75,0• 19-I S" 19-1/a" / _90.0 14130 � • 75.0 • • 75.0 6- 26- 900 140.0 750 75.0•-- 32' 60.0_ " 140,Q. 79.0_ 75.0_ 37 38-3/9 90.0 140.0 750 _ 75.0 (5) 90.0 140.0 75.0 75.0 48" 90.0 140.0 75.0 75.0 53-1/8' 90.0 138.3 75.0 75.0 10-1/8' 90.0 140.0 75.0 75.0 26-1/2' 90.0 140.0 75.0 75.0 32'-5/8, 90.0 140.0 75.0 75.0 37' 90_0 ---1_40.0__ 140.0 75.0 75.0 42" _ 90.0 �_ '129.1 75,0 75.0_ 48' 90.0 _ 75.0 75.0 53-1/8'-90.0 112.7 --75.0 - - 75.0- 19-1/8' 90.0 140•.0 _ 75.0 _ 75.0 26-1/2' 90.0 140.0 75.0 75.0 32'90.0 -,.. _ ..» 140.0 .- 75.0_ 75.0 37" 63" 90,0 .....-00.0 140.0 _. .7_5.0 -.75.0 75.0_ 42' (g) -_139.7 _ 48` 90.0 113.7 79.0 _75.0_ 75.0 - 53-1/8' 90.0 98.1 75.0 75.0 19-1/6' 90.0 140.0 75.0 75.0 26-1/2' 90.0 _ 140.0 75.0 75.0 32' 74-1/4' 90.0 -90.0 - _ 140.0_ -1-49. -0 75.0 75.0 3T 75.0-- -75.0- 42' (9) 90.0 132.7 75.0 75.0 48' 90.0 105.7 75.0 75.0 53-1/8' 90.0 90.0 75.0 75.0 NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PFR JAMB. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 S UNEQUAL UTES WINDOWS • •DjSIGN LOAD CAPACITY - PSF •• • • WI&DOW :044 ANOIN 19 X178• 26-1/2' 32' ▪ . Pr., .42 • 6 46' 9f3-1/6' 619 • I/8' 26-1/2' 32' 37" 42' 19-1/9' 26-1/2' 32' 11EIGWr •t°''' (7) • • • 63' (6) 74-1/4' (9) CLASS TYPES 'A', '0', 'D' OR 'E' OfT.(4) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 140.0 140.0 140.0 140.0 140.0 131.8 114.8 \ CLASS TYPE E07.(+) 75.0 750 75.0 75.0 75.0 75.0 76.0 7516 140.0 75.0 140.0 76.D 140.0 75.0 140.0 75.0- 140.0 140.0 140.0 140.0 1914-) 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 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. s Engr: 3.05.00 4111.49 CML FLA. PE 170592 CAN. 3506 JUN? 4 . PRODUCT REVIS7D as complying wnh the Florid4 Huilding Cod Aca0liace No /5'0/30,0 C1, iralnn Dila Ily Milo. Dade Produce Coni 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY W9OD DUCK "a 2 CA) EDGE DIST. MEW 0 0 REINFORCING RECD. AT GLASS TYPES -- AC&0ONLY 0 h W1 1q: I • � q . I EDGE DIST. is • ISI ISI ll N TYPICAL ANCHORS AT SILL USE WHEN REWIRED SCE SHEET 3 FOR CAPACITIES SEE ELEV. FOR SPACING TYPICAL ANCHORS -SEE ELEV. FOR SPACING a • • ••• • • • ••• •• •• •• •• • •• •• • I. • u • • • • • • • • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • •• •• • EDGE* • • DIST • • • • • • •• •• • • •• • • • • ••• ••• }• - • • • • • • • •• • • • • • • e – • • • • • Y., • • TYPICAL ANCHORS SEE ELEV. FOR SPACING IWOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 sSIsAIANTS, •y• •10411 • •• S °"DVED EEUONARF ORS SEP i OA DOGE DIST. •• • • •r •• • •• • }_ • • •• TYPICAL ANCHORS SEC ELEV. FOR SPACING l'YPICA.L ANCHORS; SEE EUv. FOR SPACING 11/4" DIA. ULTRACON BY 'ELCO' (Fu»177 KSI Fy.155 KSI) 1 INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 16Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MM. EMBED INTO CONC. OR MASONRY (JAMBS) 1/4" D1A. TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) 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) 412 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI–DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO W000 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 Pe = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm •• 2000 PSI MIN. FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE/ALUMINUM COLORED SEALANT. WFLFPJj LE ; W1 = 1/2" WEEP NOTCH AT EACH END W2 = 3/4" WEEP NOTCH AT EACH END Eng, JAWO MIND CML. TU. PE 1 70092 C.A.N. 398 � I i PRODUCT REVLSI1D as Mntplyin8 wills the Florida Building Code Acceptance No 1 0130.0 Hs nation Date .TW/4 Dy 4/Ad MI Dade Product Control. throwing no. W03-10_5 51 et 4oL__ 6I METAL STRUCTURE MIAMI -DACE COUNTY APPROVED MUWON-- h MULLION ANCHORS 1/4' MAX. LOAD BEATING TSHIM yXXy�� O' TYPICAL ANCHORS FSEE ELEV. FOR SPACING • • ••. •• • •'• • • .• • . • • • • • •• •• . ▪ ••• • • • • ITEM f PART / REQD. DESC4TION • • •: - • MA IAL •ITAAF./SUPPLJ5R/R5MARKS 1 YE -1700 1 • FRAME MEAD • • • • • 606 -T6 9 • 2 YE -1701 1 FRAME 51L • • • • • • • • 6064-T8 • !_.• 3 YE -1702 2 FRAME JAMB 6361-T6 1. YE -1703 1 FIXED 1410. RAIL 8083-T5 - 5 YE -1704 1 VENT 3 *AR • • • 6063-05 - 6 YE -1705 1 • VERT 9OTTMM • • • • • • •. • �,y_T. • - 7 YE -1706 2 VENT SIDEjR. • • . ..• ,•�6p83_T8 - . 6 YE -1707 AS R00. • GLAZINOSEAO Me.MM. EILAS!) • • • • 6003--T5••, - 8A AWP -YE -1617 AS 1100. GLAZING BEAD (INSUL LAM. GLASS"' • • • 11064-j5 - 9 Th -1007 2 REINFORCING BARS. FULL LENGTH STEEL 1/4' X 1' 10 YE -1710 2/VENT VENT LATCH 0 9' FROM ENDS 6063-05 - 11 - 2 LATCH SPRING - 12 Th -715 2/ VENT CAM LOCK 0 9' FROM EACH END - - 13 YF -62 2/ LATCH CAM LOCK SCREWS - 18 X 5/B' 011 SMS 14 Th -622 AS RECD. BULB PILE 1YSTRIPPING - SULLIVAN Is SULLNAN 15 714-6009 AS RECO. FIN SEAL W STRIPPING - ULTRAFAB 18 YF -10 AS RECD. FRAME/VENT ASSEMBLY SCREWS - 18 X 1' PH. SMS 17 - AS RECO. FIX. MTC. MIL ASSEMBLY SCREWS - 110 X 1' P.H. SM5 18_ -19 - 4 VENT GUIDE RIGID PVC 2 AT EACH JAMB RVI- .��; -'..^ 1/ GUIDE GUDE SCREWS - /6 X 1/2' FIT . H 20 - 2/51681 'ULTMLIFY SPIRAL BALANCE .-^ --.-_...... CALDWELL 20A - 1 BAIANCE FASTENER - /8 X 1" PH SMS 21 - 2 OPEN CELL FONA PAD (1' X 1/2' X I-1/2') - YALE 22 - AS RECD. SETTING BLOCKS EPDM CURT/METER 80±5 SHORE A TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 1/4" SHIM MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING _._._YEN, WYOTH ..._-...._-..� 1/4' MAX TYPICAL ANCHORS 5EE 6615. `FOR SPACING 2 0 Ener. JAVAO NOAH CML FU. PE 1 70592 C.AN. 35 .1Y� ✓NA412015 EXTERIOR D.L. OPO. J WINDOW 810TH PRODUCT REVISED 91 Domplyingd wit the Floods Building Code Ample= ND / - • 1 al?? Bx �1Lalion D& . s�s1I UY / l ii/ 60440' isd CLCba 3.043----{ -.062 _.}.619 1- .374 FRAME HEAD MEETING RAIL 39 l°J VENT TOP RAIL 1.624 C6) FRAME JAMB .1 .374 VENT LATCH 4) GLAZING BEAD (LAM. CLASS) VENT SIDE RAIL 1.340-• VENT BOTTOM RAIL FRAME SILL • •• • ••. • •. • • • • • •• (pA7 GLAZING BEAD (INSUL. LAM. GLASS) 18 VNT CORNRD�n�ivvv'r}��� FRAME CORNERS DETAIL Env: JAVAO AHMA9 CML 118. PE J 70592 C.A.N. 3�M . (�I 2015 PRODUCT REVISE() II complying Will :he Florida Building Code Annopunce No ► tenon Dille By hU owb Product .03 9.0J9 1 oo749 ;4! 01 .Q __ I' a I. I1V,4g drowinq no. _WO_3-105 sheett h of 6 Florida Building Code Online Florida Department) Busines Profess! Regulation Page 1 of 2 1 rte' t �a•.II j7.�ti BCIS Home l Login 1 User Registration t Hot Topics l Submit Surcharge Stets & Facts Publications PBC Staff BCIS Site Map f Links i Search nil90?,0errt,/:Iet4 Dials tort: Utrmr,e:r'r.1a ?H. (nih: F C'SRA ET AP11 afl' 1r Product Approval USER: Pudic User product Aoorovai Menu > product or AuoHcation Search > Application 1151 > Application Detail FL18390 New 2014 Approved FLA' Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluatlon Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated 8y CerGRwte of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By AWP Windows and Doors, LLC/ formeriyTruiite 8130 NW 74th Ave Medley, FL 33166 (305) 887-2646 gberos@awplk.com Gerardo Beros gberos@awpHc.com Windows Casement Evaluation Report from a Florida Registered Architect or a Licensed Florida Profe5slonal Engineer Evaluation Report- Hardcopy Received Javad Ahmad • • • • eeeeee PE -70592 • • • • National Accreditation and Management Instltute • • • • • • 12/31/2016 • 000000 Jesus onza ez, P.E. 0 Validation Checklist - Hardcopy Received• • 0000 0••••• }118390 RO COI SS - 1400 Imoactview Casement (141•CJ 20E4.odf •••••• • YISGI • • •••• Standard TAS 201 TAS 20I TAS 203 • • 000000 • • •000000 • • ••••• 0000 • 1994 •o • • 1.A1• • • • 01994• •••• • • • • 0• • Sections from the Code Product Approval Method Method 1 Optlon D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGX... 12/30/2015 •••••• •• •••••• • • • :••00• • ••••• • • ••••• •0000• • • •0101• • • • :•0••• • Florida Building Code Online Date Submitted Date Validated Date Pending FCC Approval Date Approved 0888/2015 08/30/2015 09/07/2015 10/16/2015 Page 2 of 2 ummary of Products PL # odes, Number or Name Description 18390.1 Series "1400 Impact view" Outswing Aluminum Casement Window Large missile Impad resistant aluminum outswing casement window. _ Approved for use In HVHZI Yes Approved for use outside HVHZi Yes Impact Resistant: Yes Design pressure: +75/-75 Other: See drawing W15-57 for span vs load combinations and Installation details. _ Installation InStruCtlons 8.18390 RO II 55 - 1400Imoactview Casement (11411- W15-57.odf Verified By: Saved Ahmad PE# 70592 Created by Independent Third Party: Yes Evaluation Reports FL10390 RO AE SS - 1400 Imoectvlew Casement (I.MI1 -PAE 2014.odr Create by Independent Third Party: Yes )-4210 IESI contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 phone: 850-487-1824 The State or Florida is an AA/EEO employer. Cobvrkiht 2007-2013 State of Florida. :: Privacy Statement :; Accesslbilty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not rant your a -mat address released ln response to a nubile -records request, do not send electronic mall to tits entity. Instead, contact the office by phone or by traditional mal. lira, have any questions, pleme contact 850.487.1395...Pursuant to Section 455.275 (1), Florida Statutes, effective October I, 2012, licensees licensed under Chapter 455, F.S. must provld, the Department with an email address If they have are. The mails rvided the may be used for offdal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, pleap Department with an emaa address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click Jam. t 1 Pradyat ApproVel A¢epnC 5 seCTIFi 'AiF.T1Ucx' Credit' rd • • • • • •• • e.•..• • ••4• • • • ••. • • •• •• 0000•. • • • •• • • • • • •• • • • 0848•• • • • • :• ••••• • 0000:• •.•e.. • • • • ••.•4.• :e.... • • 00000 • •4•• • • . •..•• •••• 000000 • • • • ••••i• •••.i• • • • • • • • • http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquvosrHazGX... 12/30/2015 AL-FAROOQ .CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT PRODUCT APPROVAL EVALUATION RULE CHAPTER#61G20.3 • METHOD 1_•OPTION D • FL 18390 Date: 08/27/2015 Detailed: Product Description : Manufacturer AWP WINDOWS AND DOORS, LLC. Manufacturer Address: 8130 NW 74th AVENUE.- MEDLEY, FL 33166 Model Nanle: SERIES 41400 IMPACTVIEW " ALUMINUM OUTSWING CASEMENT WINDOW Maximum. Width: 38-5/8"(4, 76"(XX) Maximum Fraine Height: 76" Maximum Load; +75 PSF, -75 PSF (Large Missile. Impact) Ihstallation Drawings # W15-57 This productcomplies with the High Velocity Hurricane Zone (HVHZ) testing requirements. The above maximum parameters do not occur simultaneously.; See installation drawings for combination of span vs loads. Comparativeanalysis used X Yes No Mandatory Tests (Tested in accordance with AAMA 101/1 S.2/NAPS-02/TAS-202) 7 y ASTM E283 Y 4 . ': Air Infiltration N , ice~ .- tr Y• tG,S. ,... L'� w......r �9}� ^�y'!sc��+ w ,-,moi,+ c- x i � -i'�J. ✓ .tr"• . [ f �M t... Melistiff '.: L t..„.....,,,... -t.,4„. .4 Leakage Fenestration Testing Laboratory, Inc. 07/10/2001 FTL2954 • Luis A. Figueredo, P.E. . • , 0000.. • • ASTM E381 OR ASTM 547: &TAS; 202. . Water Penetration , Fenestration Testing Laboratory, Inc.: - 07/10/2001 . FTL-2954 , • eigs.A. Filueredo•P:E. . • • • •• • 00004 0000 ASTM E330 & TAS 202 Uniform Static. - Air Press. Fenestration Testing Laboratory; Inc. 06/10/2003 04/01/2003 07/10/2001 FTL-3762 '1=T1-3758 ' FTL 2954. . • jgs9811Chan, P.c... . esselliChan, pli•.• Luis0A.0• Figueredo, P:E. 00 • • • • • • • ASTM F 588 Forced Entry Fenestration. Testing Laboratory, Inc.'••• :07/10/2001 ' ,FTL-2954 suis A.Eigueredq)t'' • •••• •, • 00 • • • 1235 SW 87t Avenue :f - Miami, FL 33174 f T: 305:264.8100 F. 305.262.6978 I wtWiw.afcene.com effar000laafcene.com .• .000'•. • ..•• . • • .• • • •: • Supplemental Tests (Tested in accordance with TAS -201 and TAS -203) - ��yw. FRC 1626.2. (TAS 201 & 203) Large. Missile Impact & Cyclic 'iy 7 .. k,�.JW Fenestration Testing Laboratory, Inc. � SMI 1 .'+3'x•R 06/10/2003 04/01/2003 07/10/2001 4 f ..�M �wM fj`T,� FTL-3762 FTL-3758 FTL-2954 k �1a ':_.;,:,-.7.4.'4r �I "'i Joseph Chan, P.E. Joseph Chan, R.E. Luis A. Figueredo, P.E. Under the Iimitatlons of the attached above window/door product installation drawings, to the best of my knowledge and ability,the conforms to the requirements of the 2014 Florida Building Code. Evaluation Report Engineer:,►""""„e Javad Abrnad. PE # 70592 Al-Parohq-Corporation EB #3538 01',00 A14,14 tttt` s2 •y No (O5: 910' ST OF #%,p�T OR19P.. ���'+Ss,o,,,,,, ,,,, ,,nein+,t'' Aug 27 2015 6:18 PM s .• �<u� s • • -• • • • . • •• • • . • • • • • • .•.. • • . • • • • .•.• • •.•• • • • . . • • .• .• .•.. • • . •. • .. • . • -• •• • • . •••••• •• • •••• •- • • • • • •••. • • •• 1235 SW8Tt Avenue I Miami, FL 33174.'. T: 305.264.0100_ I F: 305.262.6978 wWiw.afcena.com ( alfaroogtwafceng.com SURFACE APP6' MA . 1"P. LIED ' OP FALSE MUAONA4I1611 '�,`4 HFJ,CORNO/SILLERS • • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• • • •••• •• • •• • • •• •• • •• •• •• • • ••• • •• •• • • ••• CLUSTER OF 4 OR 6 ANCHORS A • • ' HEAD & SILL -1 • • • SEE CHARION SHEET 2 / • • • • OMR CAICITIZS/ • • • • • • • • •e • • •• 12 3/4" • •I 1/4" • • •J • 12 MAX, 6" MAK. TYP. • .--;-----r-•---`4,111 ---•Ti` - •-''i • • • M . HEAD/Sali • • • 7 •/2" • • • ••, F'--•"•WI.--HUI/S l_ CORNERS„.1,....._;_.„4„,..,„,1,..1.1.4==i_... ,A.,I2 1/2” H._ `// I I 1 _ ...._.... _moi,.—i.. • ••• ,• .. • •• •,• •'• • `•• • • • • • • • • '• • , •• ••• .I, • '• •• • 1 HEAD/SILL 4 1,1 81J17 HINGES OPTIONAL WINDOWS UPTO 38-3/8' r1T5. REOt11RE 2 HINQ1:1 ONLY SCRIF`a. 1400 IMPA( tYIEN ALLNIi'ii i N ...W NTDOW DES'CN LOAD RATINGS FOR THESE WINDOWS TO 8E AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASIAT/CASMT DR CASMT WITH OTHER WINDOW MES IN MODULES O' TWO OR MORE WINDOWS USING F.R.C. APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS 0R MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. I;\ iP�B :' ,�.3i 31 7/8' MAX. ---O71:.--66-6 36 3/4" MAX. -VENT 'WIDTH-- i THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THF - REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING H1CH VELOCITY HURRICANE ZONE (INH7.). fI00p 1TDi4T� -or QT1TCTO. 1.10631 8151901\C5.TRU/LRLI 1V II5V'1?Ttr, LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL. BE BEYOND WALL DRESSING 0R STUCCO. ANCHORING OR LOADNG 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-C01.4PRE55IBLE. MATERIALS I811100NG BUT NOT LIMITED 70 STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DI5516:L11R MATERIALS SHALL MEET THE REQUIREMENTS OF 711E FLORIDA DUILDINO CODE. MANUFACTURER'S LABEL SHALL 8E LOCATED ON A READILY VISBLE LOCATION IN ACCORDANCE WRH SECTION 1710.6.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. 11- :18 S/8" MAK, WINDOW WIDTH (SINGLE VENT WDW 47 O$ Ji u V 0 • • "..-_. 31 7/8' VAX. 01. OFC J 36 3/4 MAX. THESE WINDOWS ARE RATED FOR LARGE &SMALL. MISSILE IMPACT.: SHUTTERS ARE NOT REOUIREO. • j___ 1717 (.-,WINDOWS UP10 3fi" HT. REQUIRE 1 LATCH ONLY •% I BUTT HWOE5 OPTIONAL ,•-• WINDOWS UP70 38-'3/8" 415. / REQUIRE 2 HINCFS ONLY 76" MA7. ...�._....- WINCQI/ NiDTFI.. DUAL VENT WDW, U ;v 2 n rc LAMINATED GLASS LARGE MISSILE IMPACT IA- THS PRODUCT EVALUAI1ON DOCUNEUT (PED.) PREPARED BY MS ENGINEER C GENERIC AND COOS NOT PRO00E (8506W\P0N ICA A SITE SPECIFIC 1 PROJECT; f.o, WHERE THE. SITE CONCHICHS OVATE IRON THE PE..O. FL #18390 18- CONTRACTOR 10 0E RESPONSIBLE FCR THE SELECTION, PURCHASE AND \\\Iltlle`'JFr7 1 INRIALIAIIDN M' THIS PRODUCT BASED ON T495 PRODUCT EVALUATION' A �PQ �T1T'8k PROVIDED HE/SHE DOES NOT DIYWIE FROM THE CON1x10NS CFTAZEO, NN� .%, to`,"ll. �j ON TILS DOCUMENT 'CJ ID- 1415 PI140UCT EVALUATION DOCUMENT 441.1 BE CONSIDERED INVAUO IF N.IEN1D IH' ANY uL W5. • D- SITE 5PEUPIC PROJECTS SIN. BE PREPARED BTA (LORCA REGISTERED =14 D,0'RCCR OR ARCT4TEC1 541RCH WILL BECOME THE ENGINEER 01 RECORD (E.0.11) I - a PEE,. THE PROJECT AND '8440 WILL BE RESPONSIBLE FCR THE PROPER USE OF THE PE. ENG'tEER UI' REL'OR0, AC:11N0 AS A OLLAOATEO ENGMEER TO THE P.F.O. ENO'NCER 511841 SUBMIT TD THIS LATTER THC SITE SPECIFIC DRAWINGS FDR RMEW. THIS P.E.D. SHALL BEAR THE DATE AND OIRCINAL SC1L AND SH:NATU1tP. O1 Int WLOFES3m4NL ENGINEER OF RECORD THAT PREPARED O. 8T OF 7S9S. NN Au b 6:10 • • ••• • • • ••• •• •• • • • •• •r, • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• 13ES166 LOAD CAPACITY - 600 FOR ( T ) S12155 DESIGN LOAD CAPACITY - PSF FOR ( ) SI/ES CLUSTER OF 4 ANCHORS AT IMPOST LOCATION CLUSTER OP 8 ANCHORS AT 00'001' IDCAT100 6L7000W DINS. GLASS TY PBS '6' 'C GLASS TYPE 8)67771 r' IIC10117 I:9T.(4 ) INT(-) txr.(r) { 14177.7-) 10-1/8' 25-1/2' (36) 37' 19-1/11- 26-1/2' 38-3/8' (4) 37' 9-1/6' 26-.112' 19=1/8' 25-1/2' 37' 63' (6) 19-1/6' 28-1/2" 74-1/4' (7) 37' 750 750 75.0 75 0 75.0 75 0 75 0 75.0 75.0 75_0 5. 750 70.0 7.0 75.0 50 7• 75 0 75.0 a.0 u 75.0 75.0 75.6. .. 75.0 ... 65.0 1 65.0 65.0 55.0 65.0 65.0 650 6u.0 65.0 65.0 60.0 65.0 WASS TYPES •LNDOTT 0145. OIA.:S TYPE GLASS TIPS MASS TYPE 'E' W4311+ HCIGHT 37' 53-1/6' 74' 25' (3) EX7.(+) INI.(-) 750`0 -740 75.0 75.0 25.0 EXT.(+) 65.0 65.0 65 0 1344F-) 65.0 650 65.0 EXT.)+) HNT.(-) 75.0 750 75.0 75.0 750.. 75.0 005(4) 1181.(-) 650 650_ 85,0 850 65,0 65.0 65.3 65,0 65.0 65.0 _ 65.0 65.0 65.D 650 650 65.0 37' 36-.3/8' 53-1/8" (4) 74' 37' 53-1/6- '� 5/A' (5) 74' 37' 53-1/8' 74' 63' (6) 75 0 75.0 _. 750 75.0. 75.0 750_ 75.0 75 0 65.2 750 73,0 57 4 75.0 75.0 65.7 75.0 73.0 57.4 550 650 65,00 I 65.0 65.0 85.0 65.0 650 65.0 65.0 55 0 65.0 550 65.0 C5.0 650 750 750 75.0 70.7 75.0 75.0 750 75.0 75.0 75.0 75 0 ( 75.0 75.0 0_. . ._. 75.075.0 - 75. 75.0 750 65.0 655.0 65.0 85.0 65.0 65.0 65,0 55.0 65.0 _ 05.0 65.0 650 65.0 65.0 65.0 65.0 75.0 750 75.0 750 75.0 75.0 65.0 65.3 12' 18' 23' 24' 30' (3) 38' 75.0 75.0 65.0 750 75.0 65.0 75.0 750 65,0 750 79 0 a5.o 75.0 75.0 65.0 75 0 75 0 65 0 65A 65.0 85 .5.- 05.0 6_0 65 0 12' 76' 24' 35' 311' (3) 36' 36' 775,0 75.0 75 0 75.0 75.0 ... 75 0.. 750 750 7C 7 707 56.9 66.9 65.0 65.0 650 C50 65 0 650 0.10 65.0 65.0 050 65 0 65.0 74' 48' 2,2" (4) 0i.' 38' 75.0 75 0 75.0 75.0 70.7 66.6 75.0 75.0 75.0 75,0 70,7 66.0 65.0 650 650. 60 0 55.0 65.0 65.0 650 55.0 ..•- 65.0 05.0 12" 18' 24' 30' 36' 38' 60' (5) 75.0 75.0 75.0 75.5 70.7 66.5 75.5 75.0 75.0 75.0 70.7 66.9 65.0 550 85.0 65,0 65.1 65.0 65.0 650 12' 16- 74" 30' 35' 36' 17' 15' 24' 30' 36' 72" (6) 36' 76' (7) 750 75 0 75.0 780 73.7 669 75.0 75.6 750 ._ 75.0 75.0 74.5 75.0 75.0 75.0 75.0 70.7 77 66.9 75 0 750 -750 75,3 _. 75.0 74 0 65.0 85 0 55.0 65.0 65.0 65.0 37" 03-1/A" 74(1'4' 74' iso m 61.9 44 4 75,0 61.9 44.4 65.0 85.0 7'5.0 750 670 67.0 _ 506 536 85.0 05.n 24" 36' 45' 60' 72' '76" 75 0 75.0 750 75.0 - 75.0 75.0 750 700 75 C 75.0 75.0 75.0 05.0 65.0 650 j 65.0 65.0 650 65.0 66.5 650 650 65.0 65.0 75.0 75.0 730 7_6_ 75.0 -75.0 750 750 75.0 730 750 75.0 65 0 65 0 85.0 69.0 630 6S0 650 65 0 65.0 65.0 65.0 65.0 24' .16' 48' 00' 72' 76' 24' 06' 40' 60' 72' 76' 245 30' 48' 60' 70' 36' (3) 750 750 75.0 750 750 75,0 75.0 15.0 707 707 68 9 58.9 65.0 65.0 65.0 (5.0 65.0 65.6 65.0 850 65 0 65_0 65 0 65.0 70.0 754 75 0_ 75.0 70.7 /50 75 0 75.0 /50 70.7 65 9 66.9 4A' 60' (5) 750 750 750 75.0 75,0 76.0 75:0 75.0 707 707 00.9 66.9 750 /5,0 75.0 45.0 750 75.0 67.8 67,8 .56 5 56.5 53.5 53.5 65.0 65 0 65.0 650 650 60.0 65.0 65.0 65.0 65 0 05.0 /5.0 75 0 750 75.0 70 7 60.0 150 • 75.0 75.0 75.0 73.7 68.6 65 3 05.0 5.--- 553 65.0 65.0 650 65 I 65 0 553 95.0 65.0 65.0 65 0 60.5 550 65.0 650 55,0 65.0 65.0 650 65.0 65.0 65.0 65.0 .. _65.0_ 65.0 65.11 850 565.0_ 640 65.0 - 05.0 65.0 650 65.0 65.6 65.0 650 65.0 75.0 75.0 - 75.0 75.0 75.075.0 75.0 ..75 0.. 70,7 70.7 66.9 G6.9 24' 36' 48' 60' 72' 76" 72' (6) 75.0 75.0 70.7 56.5 47.1 44.6 75.0 750 70.7 56.5 47.1 44,8 65.0 55i.0 65.0 05.0 650 65.0 75.0 75.0 75.0 66.3 5 1 54.8 75.0 75.0 75.0 66.3 54.8 65.0 65.6 85.0 65.0 65.0 65.0 65.0 65.0 65.0 65.0 55.0 65,0 ( ) - N0. OF ANCHORS PER JAMB 24' 35' 48" 60' 72' 75' 76' (7) 75.0 750 -_ 750 75.0- 06.9 66.9 53.6 536 44.5 44.6 42.3 42.3 65.0 65.0 65.0 65.0 65.0 65.0 750 75.0 75.0 75.0 66.4 66.4 560 48.0 4a.0 4e.6 46.0 45.0 65.0 65.0 650 65.0 - 65.0 55.0 ( ) - N0. OF ANCHORS PER JAMB • • • • •• ,-..../ • • • • • rd" HEAT 510EN'D CLASS r • • • • • • • • • • •• • • • • • • • • �, • .090" Irvtvloye' • • • • • BULBV6tlYL •( •I 5a71e4 33661 And Color Coss • • • • • • • • • • 11A42// -\ • ( By 'Eastman Chemical Co.' 1 .1 ! pp 1 i1 1 1/6" HFAT S(REN'0 GLASS •• • • • •• . j•• ••1\ '1 , I _5'UCO^7E • f0 • • 1 ' ( . / •GE 2800 • • q•: • ' 1 4 . • • t •• • • • • • -••• • �, ` �71 7/8' HEAT STREN'D CLASS \t 11-.1675' URETHANE ADHESIVE \ , 070" lnterloyer 1 ;•--543-41,65 Po'ycorbonatc \ ( ' Sy 'SAT -CLAS, U.C.' 651.6 VINYL. BULB VINYL ' t ' 114-022 YH-622 `5\ \ '• \ r .075" URETHANE ADHESIVE '• \ \` 5 ) \ ,.1/8' HEAT STREN'0 GLASS 11..; s ( GLASS TYPE 'IL .- 1/8" HEA7 STREW() CLASS Il SILICONE ( GE 2010) BULB VINYL YH-0172 g 312 5 GLASS. TYP _C' •(-•3/16" ANN. GLASS .120' Interlayer \ 1 UVekal S t ; \ By 'Alin.x USA. Inc..' \\ 3/16" 3/16" ANN. GLASS 11 \ t I- SILICONE i GE 2800 .51 .120' Intarloyer 5 {Ivekol S 1 -Ry 'Annex IDSA, Inc.' -.1/6' HEAT STRE7:'D GLASS SILICONE -CE 2800 CLASS TY.1ILi•_D' NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E)300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 • 677 .0F L0gt0P • i• 0.!L7j�AI�L x` pug [T &15-6 10' • •••• • • • ••• .• •• • • •• • •• .• • •• • • • • • • •• • • • • • • • • ••• •• • •• • • •• •• • • , • • • ••• • • • • ••• LOCATION O ANCHOR CLUSIER AT IMPOST AT XX WINDOWS ONLY \ _ TYPICAL ANCHORS SEE ELEV. FOR SPACING / 1DY EDGE DISI,__ ...._ ._._Yj1 x /r WOOD SUCK qn• 7/8 i ¢ (! , ' 4 ' 4 . -.. - "ll. 87 X1//2" F H. 5M5 2 PCR HINGC 17 x 5/8" F.H. THREAD CUTTING SCREWS 2 PER HINGE 0 8 N 0 TYPICAL ANCHORS ME IAL SEE ELEEV$. FOR SPAC;NG ,, I-STRUCTURE!1 EDGE " OIST_.1..,„, DGE • 0157. T\ • •• • • •• • • • r.B.c. APPROVED • • MULLION & MU•181••AN•N•R• SEE SEPARATE APPROVAL. EDGE C006 0152. T1 iY •• • 1 • • • #'12 SMS - 1 •• • TYPICAL ANCHORS J ri SEE ELEV. FOR SPACINGr') • • •282 W0.0•HUCK • • • •j/S" • •0R • • • ,N•-1, •YOOOF•U,O'TURE • • `�• •• • • • ^ .S •/y • • ••• • (1'�•itii • i i lEDGE GST WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 4 �n� ¢ 1 EDOE DIST. • • Y 4 \ \ \ TYPICAL ANCHORS "SEE ELEV. roR SPACGNG 4 • docAnoy OF 4 z \ANCHOR CLUSTER • i , AT IMPOST AT XX WINDOWS ONLY EDGE DIST • • • • ••• 441, I TYPICAL ANCHORS / SEE ELEV. FOR SPACING TYPI(:AL.,,ANCHQ13s: 5EE ELN. TOR 9PACT5 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1•-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU IBY SUCKS INTO CONC. OH MASONRY 1 -1/4" MIN. EMBED INTO CONCRETE (HEAD/SII.I.) 1 -1/4" MIN. EMBED INTO CONC. 0R MASONRY (.IAMBS) DIRECTLY INTO CONC. OR MASONRY 1 —1/4" MIN. EMBED INTO CONCRE1E (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (,IAMBS) 1/4" DIA. TEKS OR SELF DRILLING SCREW$ (GRADE D CRS) 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 PLATE() OR PAINTED) •; •: :4, (GRADE 2 CRS) INTO F.B.C. APPROVED MULLIONS (MIN. THK. 1/8") (N0 SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE ANO MASONRY = 2-1/2" MIN. 11410 WOOD STRUCTURE = 1" MIN. (UNLESS SPECIFIED OTHERWISE) INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, 5I11 OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re m 3000 PS) MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS T'm = 2000 PSI MIN. SEALIANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. `TJ FT�TY�`Y' 0592l' Aug 271015 b'10 )-TN • •• • •• • ••• • ••• • • • • • • •••• • • • ••• • • ••.• • •• • • • •• • • • • • • ••• 1/4' SHIM -- MAX. 25r WOOD BUCK OR ' 5000` ,SIRLJCIURE/ 1/2' 1/Y X 7/8. X :/8" 2-3/4' LONG SNUBBER A.4GLES 1 AT 12' FROM HERD/SILL / AVD AT MIDHEIGt{r fit #10 X 2/4- SMS (' I / 2 PER ANGLE II L5/ i /4" NAX. SH US EXTERIOR ( 0 6.j 1 I O.I. OPG WINDOW 51/4144 TYPICAL ANCHORS SEF. F,I.EV. f CR SPACANG i/4" MAX. 5'4i4 iC) SINGLE VENT WINDOWS I iY 185 /! W'OGD BUCKS TYPICAL ANCHORS /-SEE ELEV. / FOR SPACING 1 1/4" • • • • • • •• • • • • • • 1 • • • • • • • •• • • ••• • • •• •• • •• • • • •• •• • • • • • ••• •••• • •••• • • •• • • • •• ••• •• • ••• • •.19.1.• • •• • • • A'i•R,i M1l:.ICI• • • • S•i. S•PAR•iE •.PRIEVAO 'r • • •• • • • • 0,••• •• ..SOW 'H { 'C WINODW VADI'4 TYPICAL ANCHORS ;EE EIEV F0H SPACING i/4' MAX. METAL _../ SIIUCI'URE 185 J W000 SL10K5 r 1550AL ANCHORS E ELEV. FOR SPACNG / I.,__ _ VENT WIOTH TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR (Sl 7?) ........ D.L OPG. __._ �..� _ D.L. OPG, g3U1T HINGESi ' VENT WIDTH 1---°1'112"-"I OPR0L1 L WINDOW WIDTH DUAL VENT WINDOWS O d L" J a� Ot vo 0°,08 Q.8 i I aiQ W R �I I � i drowinq � no �� W15-57 ,sheet 4 of 7 1 Aug Zr 2U1b b: F'M • •••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• • • • • • •• • • •• •••• •• • •• • • •• •• • •• •• • • • ••• • •• •• • • ••• NOTE: TYPICAL ANCHORS FOR HEAD DETAIL' AI ALT, SEE ELEV. FOR SPACING INSTALL CLUSTER OF ANCHORS Al IUPOS1 182 IN LINE AS SHOWN `\\ -#_ • +, / / W0014 BUCK :COW IfFk;1,i 717 X 1/2' SMS, i 2 PER HINGE I �6 ;A, (e ° ALTERNATE "N I/2' SMS_ 2 PER HINGE (2A B ALTERNATE 2Ai- • I t'7 I I \ EDGE.' GIST. ▪ " \ f \_ FOR SILL DETNL 112" ALT. I\ INSTALL CLUSTER OF ANCHORS Al IMPOST 414 LNC AS SHOWN TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS. SEE ELEVS, FOR SPACING METAL _( STRUCTURE 1/4" SHIM MAX. 7112 WOOD SUCK 4000 SIRUCTURS' T2PIGIL ANCHOR`'_ SEE ELEV. FOR SPACING, '\� .r_. `\4 1: jrt 1 ALTERNATE • • • r.9.C. A*ROVED• • • MULLION•& MULLION ANCHORS. SEE SEPP FIATE APLPROVAL • II ••• ••• ••* EDGE • • • • • • • • • • • u L T• .�_' • •• • ��, U • • • • • x•' • • •• • ' • • • ••• •• TYPICAL ANCHORS ANCHORS I rI l SEE ELEV. FOR SPACING-� sti3E 015•.• • • m • • Ar•• ••• .)5i• _> :I° .4 _ n 1.. No W. J • 3/8" X 7/8" X 1/8' 2-7/8' 4024:: �• SNUBBER ANGLES AT 12' FROM HEAD/SILL NOT AT UIDHCFSHI §e X I/:' SMS �6 (6) /' 2 PER ANGLE r- • TYPICAL ANCHORS SEE ELEV. FOR SPACING - E, ALTERNATE j 4a v 4 1 �,. T'rPICAL V 1014 S I S ELEY. FOR SPACING ff EDGE DIST. --{ 2A\ EXTERIOR I IOL OPG. I VENT 'WIDTH ALTERNATE FRAMING DETAII$.S rl_ :1 I 71 b ib If� drewing �Y�no. �� W15-57 I shcet ug • • ••• • • • ••• •• •• • • • •• •• • •• • • • • • • • • • • •• ••• • • •• • •• •• •• • •• •• • • • • ••• • • • • ••• I,....-._._2.964 _-_- 1.327 ---, ••-1.295 I I .677 J .623 -._•..l 1 -1- i .062-1 2.1.49 1.600 I I FRAME �) I .260 4.5721. T -1Jx7- 1.295 •-. 942 1 .544 f1 1.600 (TA) .078: 062 TYP. A --572 4--- AI_T FRAME 2.361 .220 I 1.265 1.702 ' 2 007- VENT 067 V NT 1.344 .867 •- 349 ;-••1 1.152 -- 1.935 2._02 I .062 I .837 -- 1.775 __ - 1- .340 ., .. ALT. VENT 4.260--^-•- •r . •-! 1.000 Fes. y ' � f ,•510 ,062- 1.315 3' IMPOST 2,785 .. -• 4,659 I L '_'__..2.159- j .572 �_.�._�. L. T .06'2. I I! 9 - 1.6..0 !-f.071^1 2.662 .311-•-1 L._ ALT. IMPOST 545 J f '5 .817 -.045 .785 .250- i _-.-- �° GLAZING BEAD ' l ~� 545 .. .517 ��.045 751 .500- ^� 4A ALT. GLAZING 85.80 ITEM PART / QUANTITY DESCRIPTION MATERIAL I MANF./SUPPLER/REliAlexti 1A 2 2A iA 4 4A YE 1401 YE -1421 YE 402 1E 1420 YE 1404 Y'-1124 YE 1403 75 1409 4 4 a 4 _-.. i 1 AS R00. AS 8E00 A5 RECD AS RE00, AS PC00 1 7/ V ET I 3/ VENT 055 ELEV. 2/ LOCK 4/ VENT 1/ CORNER COINER 1/ COINER FRAME .,•r • • ALT, FRAME • • • • • • vEhi • • • • ALT. VE147 • • • CENTER RCS'. • i • • i .. • • • ALT CEhfCR POST GLAZING BEAD ALT GLAZING 6EAD • • • •• ••�63 FRAME M40 VEN1 81EU8LY•,CR166 • ♦ 8uL8 WFATHERSTR1Pf • 41r-1' • -" LEAF WZAIHEJISTR PP N -,•---",•, C• • _ • • • 2 BAR HINGE AT AAA%) !3922 • OUR MINCES (ALT TO 0AR NAGES) FACE MOUNT -COCK LOCK KEE%ER, AT FRAME JAM8 745190 LOCK EIES3-TS 1165A-1-5 • •60616;f5 63 T7 6063 T5 16063 75 T S 66 • -• q!YL • • ✓•YL • • ';tEl • - 2AMAK STEEL - • • • -0 • • • r - , - • • • ~ • • • - ._ ... - •-• • • i + • - ' k ULLNAny SU! LIV.W _ _ ... SULLNAN NSULII✓N4 •I•tTlt• • ATTACHED N/ (6) (10 X 1/2 PH SCREWS TR1.1744, AT 13-l/1" room, 1101. k -50 17-l/2" 15 106 1.5 12, AT h 13-1/1 F60u 065. 17-t/2" 19405 IOP 5 6 8 RA 9 10 1t 12 1J #8 X 1 Yd-; 4092' 111-920 T [11938/31862 .77-850 '0I -t420 59-1410 14-1453 y11-1411 H48_ YM -1408 ROTO OPERATOR FRAAIC CORNER KEt 75 __._.____-....___._.._..__... VENT LOFNER KEY 2Aw,6/511. .. _.. _.. - 7954114, At 12" FROM ENOS YALE (7/8" X 2 x 1/8" x r LCN6) ... _.. _.. .......... ...._._._....._. _.. ..__... .._..... ()ECG PLASM E140 CAPS ' S1. STEEL PIN 0 4.484 4.684 L2 D r; O• / _^ /L 10 x 312" FH THREAD CUTTING 958545 85411 HINGE ug2120150.10ITA • • • . • • • • • • • • • • • is II • ti • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • .1" .r.' ,Fof -c IMPOST COPING VENT CORNER