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WS-14-905Miami Shores Village RCF Building Department MAY 0 5 2014 /21 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 $v; Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 390 NE 98 STREET FBC 20 Permit No. Master Permit No.ou 5 ROOFING City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-013-5670 Is the Building Historically Designated: Yes NO Flood Zone: 33138 OWNER: Name (Fee Simple Titleholder): PATRICK DESBIOLLES Phone#: Address: 390 NE 98 STREET City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Email: CONTRACTOR: Company Name: ARMSTRONG BUILDING CONTRACTORS Address: 975 S. CONGRESS AVE. #102 City: DELRAY BEACH State: FL Qualifier Name: ABDIEL LOPEZ 561-274-8283 np. 33445 561-274-8283 State Certification or Registration #: CBC1251294 Certificate of Competency #: Contact Phone#: 561-274-8283 Email Address: Jgonzalez@siwimpactwindows.com DESIGNER: Architect/Engineer: Value of Work for this Permit: $ 5Z I 6671` Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration ❑New ❑Repair/Replace LIDemolition Description of Work: REPLACE / INSTALL - IMPACT RATED WINDOWS / DOORS (Z 9) OPF L�4 V_ Color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ . 6 Honding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 EMIPROVEMENTS 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 Owner or Agent The fo eg ' g instrument asac o ledged efore me this P "CLA day of , 200 , b who is personally known to me or who has produced and who did take an oath. NOTARY Sign: print. ;? ,`bc Notary Public - State of Florida .• Oct 4, 2815 y omm- My Commission E commission # EE 126143 P' 9onded Through National Notary Assn. APPROVED BY The fo g g instrumentw owledged bdfor me thisT— day of � y who is personally known to me or who has pioduced Plans Examiner / Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) as NOTARY PU My and who did take an oath. ISBEL my comm. Expires Oct 4, 2015 commission # EE 126143 Bonded Through National Notary Assn. Zoning Clerk 22(iW14 C.11 3-1-1 ........_1' 111111 . ... ... . ........ ...... . .. ... �... � . - .* Property Appraiser Exemptions & Real Estate Tangible Public Online Tax Roll About Us Contact Us Home Other Benefits Personal Property Records Toole Administration . .............. The Property Appraiser does not send tax bills and does not set or collect taxes. Please visit the Tax Collector's website directlyfor additional information. FaGebook TW Itter ..... .. .. ....... .. . ...... .. ... . Print F,7a E -n -all Unk Folio: 71-3206 (}93 5674 0 search: I Fono, owner Name or Address Bnter either folio, owner name, or address, Property Address-, 390 ME 98 ST Owner. PATRICK I)ES8K)LLES Selected Property Information LINA MCA RAVAJAL Mailing Address: 390 NE 98 ST Property Information W M1 SHORES FL 33138 Comparable Sales WJ/gisv.ebjNa,,ddade.gOAPrOWtAMCW Street Map I Aerial Map 112 975 S. Congress Avenue #102 Delray Beach, FL 33445 sales@sWmpactwindows.com A Broward 954-746-4746 � Showroom 561-274-9392 MS ,� wFax 561-274-9262 WINDOWS a nooRs ww.siwimpactwindows.com i� 10974 State Florida CBC 1251294 C �' JOB LOCATION: E r7ADDRESS: � &q (i 6 A Lp-r ADDRESS: CITY 0 % STATE;. ZIP: ke CITY: STATE: ZIP: D `Z 2� SALESMAN: !✓!-i CUSTOMER PHONE # . SS27 CUSTOMER CELL #: fr n EMAIL- SIW AND ARMSTRONG BUILDING CONTRACTOR AGREE TO FURNISH THE FOLLOWING: BASED ON QUOTE # 7? Aj a 17 Mo r C. r �/ AM kc ev S Ll r�,C respoe rw enY m h beyend8s aomrol MN d8e mumed during �+re cammemms amt n ems hem eas dem d,mng mstann rrm caec wm meas mm e>eore m rrmtah mrghmt em) summa conrraohssthem for ay rrorror fEdr Ls .arias ymmt�ansxmmee emamec drarged to the mmbmut cd�omar fn Pay the due balmrne m um � OXn�PWmr mBBmumacted V=L muhm tri rmnova� ere reapm tr of the tine owrun sIW/AA xdt not be r�pm�le rw WW r�iu�od ofabortwOm fs Fo m s m.A 3i dna ,% rtm aha gad drm batarmes 0.130dayaMp m used m rhe mtmd+rmlc ren the otareeaoorg t cbrmectme mrd ere W reopva7 urn an o due me Pam m tua. to ae, sof r�yeerd. �makr reesmmme�y rea/,rm ae to ersmmtmemr aHlnlsoraauCinarlenenttmprop� inwhldreasasPag ntottwmattreestarca uesstsemWm ==d.and same rhs martract'Itre endue aarstbe tri hyttre mabatme the dArtrretrmrg wammly. em cmmkft um sm ImpVZ1 wmdmm aw D=m waffam Ragwhaam bmM VW CMPWUM Of cwftacWd lk nrmatm ama,msnvhnpaavuhdnwamrooa=U.Cweowmdnyereseww tcI have , w sn tandand nes. and ended >ha a a TOTAL CONTRACT DEPOSIT -„ Z 1�j ` 'u�O �• ! r o AFTE TALLATION 1 AFTER &ZECTION r PERMIT FEES TSD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204. Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: ARMSTRONG BUILDING CONTRACTORS BUSINESS ADDRESS: 975 S. CONGRESS AVE. #102 CITY DELRAY BEACH STATE FL ZIP CODE 33445 BUSINESS PHONE:5( 61 ) 274-8283 CELL PHONE5� 61 ) 274-8283 FAX NUMBER5( 61 ) 274-9262 QUALIFIER'S NAME: ABDIEL LOPEZ QUALIFIER'S LIC NUMBER: CBC1251294 E-MAIL ADDRESS (IF APPLICABLE):19onzalez@siwimpactwindows.com Created on 3119169 BY MLDV 1 RV 3126109 MLDV .x —+ a ANNEANNEM. GANNON P.O. Box 3353, West Palm Beach, FL 33402-3353 **LOCATED AT— CONSTITUTIONAL TAX COLLECTOR www.pbctax.com Tel: (561) 355-2264 Setrvzng Palm Beach Counhj 975 S CONGRESS AVE #102 Serving you. DELRAY BEACH; FL 33445 TYPE OF BUSINESS OWNER CERTIFICATION # RECEIPT #/DATE PAID AMT PAID I BILL # 23 0153 BUILDING CONTRACTOR I LOPEZ ABDIEL C13C1251294 813.1513302 - 08/20/13 $27.50 840163686 This document is valid only when receipted by the Tax Collector's Office. STATE OF FLORIDA B2 - 131 ARMSTRONG BUILDING CONTRACTORS INC ARMSTRONG BUILDING CONTRACTORS INC 975 S CONGRESS AVE STE 102 DELRAY BEACH, FL 33445-4661 ee00nelleelnleln{eOe�nlnle00ne00nne00 PALM BEACH COUNTY 2013/2014 LOCAL BUSINESS TAX RECEIPT LBTR Number: 200606116 EXPIRES: SEPTEMBER 30, 2014 This receipt grants the privilege of engaging in or managing any business profession or occupation within its jurisdiction and MUST be conspicuously displayed at the place of business and in such a manner as to be open to the view of the public. '`%%.�,'�". ML'' CERTIFICATE OF LIABILITY INSURANCE ATE D0313 TYPE OF INSURANCE 1 12 01 4 0313112014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. -THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(tes) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER TCC Associates, Inc. PO Box 11975 Fort Lauderdale FL 33339-1975 Thomas C Gunny, Jr. CONTA CONE; Abe Lopez PHONE c Na Arc No): Amoss: GL003627-00 08/21/2013 INSURER(S) AFFORDING COVERAGE NAIC @ INSURERA: Endurance American Spec Ins CO PREMISES Ea occurrence $ 100,000 INSURED Armstrong Building Contractors Inc. dba SIW Windows 8r Doors 975 S. Congress Avenue INSURER 13: Bridgefield Employers Ins INSURER C: INSURER D: Delray Beach, FL 33445 INSURER E: PRODUCTS- COMP/OP AGG $ 2,000,000 INSURER F : COVERAGES CERTIFICATE NLIMgFR- RF;VISInN NI IIUIRFR• THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRAUDL LTR. TYPE OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. SUSH POLICY NUMBER POLICY EFF MID LICY EXP MMD LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR GL003627-00 08/21/2013 08/21/2014 EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POUCY X PRO-JECT LOC PRODUCTS- COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS AUTOS NED COEe eBINEDtSINGLE LIMIT $ BODILY INJURY (Per person) $ BODILY INJURY (Per acddent) $ PER ACCIDENT) $ UMBRELLA LIAR EXCESS LIAB HOCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED I I RETENTION $ $ B WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y / N OFRCERANEMBER EXCLUDED? (Mandatory in NH) If yes, descritre under DESCRIPTION OF OPERATIONS below N 1 A 5054700 03/17/2014 03/1712015 WC STAT X OTH- TORY I ER E.L. EACH ACCIDENT $ 500,000 E.L. DISEASE - EA EMPLOYEE $ 500,000 E.L. DISEASE -POLICY LIMIT $ 5001000 DESCRIPTION OF OPERATIONS I LOCATIONS! VEHICLES (Attach ACORD 101, Additlonal Remarks SchedWs, it more apace Is required) Sales, installation & service of metal doors and windows. CERTIFICATE HOLDER CANCELLATION Miami Shores Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Building Department 10050 NE 2nd Ave. THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Miami, Florida 33138 AUTHORIZED REPRESENTATIVE O 1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD WIND LOAD ANALYSIS COMPONENTS AND CLADDING BLDG.: LENGTH = 61' WIDTH = 50' HEIGHT = 15' (SEE SKETCH BELOW) BASIC WIND SPEED = 175 MPH WIND STANDARD: ASCE 7-10, FBC 2010 EDITION EXPOSURE:COASTAL El ff BLDG. > 60 FT. BLDG. < 60 FT. BASIC WIND SPEED V: 170 MPH IMPORTANCE FACTOR I:1 EXPOSURE CATEGORY C RISK CATEGORY : 2 MEAN ROOF ELEVATION H : 15 FT. TRIBUTARY LOAD AREA A : 10 FT' ELEVATION OF OPENING = 15 FT. Kh = 0.85 (TABLE 6-3, PAGE 79) Kz = 0.85 (TABLE 6-3, PAGE 79) Kd = 0.85 (TABLE 6-3, PAGE 80) Kzt = 1.0 (TOPOGRAPHIC FACTOR - FIGURE 26.8-1, PG. 252) VELOCITY PRESSURE Qh= .00256 Kh KA Kd W = 56.57 PSF VELOCITY PRESSURE Qz= .00256 Kh Kzt Kd V' = 56.57 PSF GCp COEFFICIENTS (FIGURE 30.6-1, PG. 348) ZONE 4 = + 1.00 -1.10 ZONE 5 = + 1.00 -1.40 GCO COEFFICIENTS = + .18 - .18 (TABLE 26.11-1, P258) DESIGN PRESSURE P = Qh (GCp - GCpi) x.6 (AS PER FBC 1609.1.5) DESIGN PRESSURE P = Qz (GCp - GCpi) x.6 (AS PER FBC 16091.5) ZONE 4 = +40.1 PSF / 43A PSF ZONE 5 = +40.1 PSF / -53.6 PSF ORDER. NO.: 306237 JOB: DRAWING DESCRIP'T'ION: DESBIOLLES RESIDENCE ADDRESS: 390 NE 98TH ST NIIAMI SHORES VILL, FL 33131 S' WE REVISIONS vnatiowsaDOORS # DESCRIPTION 975 S. CONGRESS AVE. #102 DATE DELRAY BEACH, FL 33445 TEL - (561) 274-8283 FAX - (561) 274-9262 W W W.SIWIMPACTWE-4DOWS.COM DAVID GARCIA, P.E. STATE OF FLORIDA NO. 70581 faYHf.iaa; 7iA •g•• WIND LOAD ANALYSIS DATE: o • 0000• • • 0000 • 0000 • • • as* •• • •• • • • see** 0000•• 0000 • •• 0 • 0000• 0000 :080:0 0 • 0000 • 00 00•• 000 0000• •0 • • •• • •• e* • 0000•• •0000• • • • • 0000 • 0 0 so a go00 0 • eggs 975 S. CONGRESS AVE. #102 DATE DELRAY BEACH, FL 33445 TEL - (561) 274-8283 FAX - (561) 274-9262 W W W.SIWIMPACTWE-4DOWS.COM DAVID GARCIA, P.E. STATE OF FLORIDA NO. 70581 faYHf.iaa; 7iA WIND LOAD ANALYSIS DATE: DRAWN BY: SCALE: AS SHOWN SHEET 04/25/14 JEG DWG: 1 1 OF 1 975 S. CONGRESS AVE. #102 DATE DELRAY BEACH, FL 33445 TEL - (561) 274-8283 FAX - (561) 274-9262 W W W.SIWIMPACTWE-4DOWS.COM DAVID GARCIA, P.E. STATE OF FLORIDA NO. 70581 faYHf.iaa; 7iA M® �E MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sttvd, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamldacle.sov/vera SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "100 StormSaWl Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07-07, titled "S-100 StormSafe Alum. Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 01/29/07, with revision B dated 01112/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless 4iterwise,... noted herein. . . 0 000 RENEWAL of this NOA shall be considered after a renewal application has beenAkW-and thele ha;been • • •' • • no change in the applicable building code negatively affecting the performance oftlria preduct. • • • • • TERMINATION of this NOA will occur after the expiration date or if there has been revisici 8t' thange • • • • • in the materials, use, and/or manufacture of the product or process. Misuse of this NQA p4 an endorsement • • • • • of any product, for sales, advertising or any other purposes shall automatically termiultr bis N6* Failure • • • • : • to comply with any section of this NOA shall be cause for termination and removalof-NGA. • • .• • • •••••• ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Perift, and • followed by the expiration date may be displayed in advertising literature. If ariypehon of tha 1X0A is 0000 • • •' displayed, then it shall be done in its entirety. ..:. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 09-1021.12 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0221.06 �bQAD•MINTY Expiration Date: May 10, 2017 Approval Date: April 26, 2012 V1412, Page 1 S1W Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-07, titled "S-100 StormSafe Alum Single Hung Wdw. (L.M.I.)", sheets 1 through 5 of 5, dated 01/29/07, with revision B dated 01/12/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a series 100 aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-06-4040, 4041, 4042, 4043, 40449 4045A1 4045B, 40469 40470 4047A, 4047B, 4050 and 2122, dated 09/21/06, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under previous NOA#07-0214.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, dated 07/24/09, prepared by Al-Farooq Corporation, signed and sealed by Arshad Viqar, P.E. (Submitted under previous NOA#09-1421.12) 2. Glazing complies with ASTM E1300-04 . • • • D. QUALITY ASSURANCE ' 1. Miami -Dade Department of Permitting, Environment, and Regiil ory Affa;� (PERA7J .... E. MATERIAL CERTIFICATIONS @Goo :000 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont Del:I aoia rsX Ce" Inc...... for their "DuPont SentryGlas® Interlayer" dated 08/25/11, efltir"ing on 01%1+4/17. •� 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. fo; G ii"Saflex g ld • • V'aneeva clear and color interlayers" dated 05/05/11, expiring on 012144 **see* Mansel er Product Control Exa r NOA No. 12-0221.06 Expiration Date: May 10, 2017 Approval Date: April 26, 2012 E-1 SIW Imnact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 12, 2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 09-1021.12, issued to SIW Impact Windows, LLC for their Series 100 StormSafe Aluminum Single Hung Window — L.M.I., approved on 02/17/10 and expiring on 05/10/12. 0000 • 0000 0000.9 • 0000 • 0000.. .. .0009. 000006 0 .....� • 0000 0000.. • . 000. 0000 0 • 00:0 00 00 0 00 0 00 0 90.9.. • 0..0.9 •• 0000.. 0000.. ...' : • 0000 • Ap #'F 1P Manuel Pe Product Control E ine . NOA No. 12-02 J. Expiration Date: May 10, 2017 Approval Date: April 26, 2012 E-2 53 FALSE MUNTINS) 48 (SURFACE MANY BE USEIS \ i ig II II jfi ij4 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 9 16 I a9 1/2- vENr MOTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. EQUAL LITES SHUTTERS ARE NOT REQUIRED. SERIES 100 STORMS AFE TYPICAL ELEVATION . TESTED UNIT ALUMINUM SINGLE BUNG WINDOiY - ISF DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE G COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING WIDTH MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. .(j) LOWER DESIGN PRESSURE FROM WINDOWS. OR MULLION APPROVAL t .(-) EXT40 WILL APPLY TO ENTIRE SYSTEM. W.(+) INT.(-) THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 9 16 N z N IL ow ,. Nf C3 • NO. IN PARENTHESIS INDICATE -NO. OF ANCHORS PER JAMB., R j r.VAD AHW T CIVLL PRODUCT RBVtSRD FLA. CJW '383870892 ysaomplyingahbftmPlrsfde 'o - 47* da _ is GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) I/ droving no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 EQUAL LIITES WINDOWS . DESIGN 190 CAPA - ISF FLANGE WBS G A88 BYPE r GLS GLASS TYPE 'D' GLASS TYPS 'E' WIDTH H 6 .(j) .( t .(-) EXT40 9FT4 l EXT.(+) 1NL(-) W.(+) INT.(-) 19-1/8• 28-1/2° 32° 37• 45' 83-1/8° 28-1/2• 32° 37' 42' 48° 53-1/8° • • • 28• (4)90.0•.0 •70.� .0 80.0 @DE• 120.0 70.0 70.0 80.0 120.0 _71j- 0.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 0.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 0.0 80.0 .0 630.0 70.0 70.0 80.0 120.0 JIN �.0 80.0 20.0 70.0 70.0 80.0 120.0 70.0.0 .0 80.0 126.0 70.0 70.0 80.0 14A•8.0 wA 80.0 .0 70.0 70.0 50.0 70.0•0A .00120.0 70.0 70.0 80.0 120.0 120.0 120.0 0.0 SOA 80.0 120.0 70.0 70.0 80.0 120.0 70.0 D.0 80.0 50.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 BOA 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 .70.0 80.0 80.0 804 120.0 70.0 70.0 80.0 129.0 70.0 70.0 80.0 80.0 SOA 120.0 70.0 70.0 80.0 1 120.0 19-1/8' 28-1/2' 32° 37' - 42• 48' 53-1/9' 80-8/8" (B) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 1 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.O 70.0 80.0 120.0 70.070.0 1 80.0 80.0 80M 120.0 70.0 70.0 80.0 120.0 70.9 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 704 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 129.0 704 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 19-1/8• 28-1/2' 32°70.0 37' 42' 48' 53-1/8' e3° (8) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 80.0 80.0 80.0 120.0 70.0 704 80.0 120.0 70.0 70.0 89.0 80.0 80.0 120.0 70.0 70.0 50.0 129.0 704 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 704 70.0 80.0 120.0 70.0 1 70.0 80.0 50.0 80.0 120.0 70.0 704 80.0 120.0 19-1/8° 28-1/2' 32' 37' 4Y 48' 53-1/8• 74-1/4- (8) 70.0 1 70.0 80.0 80.0 50.0 120.0 70.0 70.0 80.0 1 120.0 70.0 70.0 80.0 1 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.9 80.0 80.0 1 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 1 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 1 80.0 120.0 1 70.0 79.0 80.0 120.0 - - 80.0 80.0 1 80.0 120.0 70.0 70.0 1 80.0 120.0 - - 80.0 59.0 80.0 120.0 70.0 70.0 80.0 120.0 19-1/8° 28-1/2° 32° 37' 42' 48' 78' (8) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 804 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 1 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 80.0 1 80.0 80.0 120.0 70.0 70.0 80.0 120.0 30.0 1 80.0 1 80.0 1 120.0 1 70.0 70.0 1 80.0 120.0 SHOWN EXT.(+) LOADS REQUIRE,ADD-ON BILL RAMP REDUCE EXT.(+) LOAD3 CAPACIT°4' TO +70.0 PSF T1ITITOUT RAMP. N z N IL ow ,. Nf C3 • NO. IN PARENTHESIS INDICATE -NO. OF ANCHORS PER JAMB., R j r.VAD AHW T CIVLL PRODUCT RBVtSRD FLA. CJW '383870892 ysaomplyingahbftmPlrsfde 'o - 47* da _ is GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) I/ droving no. AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 I n GLASS TYPE 'A' i-3/18' ANN. GLASS M MING 995 ANN. GLASS r FALSE MUNTINS (SURFACE MAY BE USED APPLIEDI 0 0 o 2 'bD x M M P4 a 53 1/8' WINDOW MOTH 46 3/4' UNEQUAL LITES WINDOWS D.L. OPG. 14° MAX. A .HEAD II u n 11 u u U LL ----- u ------w------ II , 11 i I n n II II B I II 70. .0 80.0 Rod• 120.0 70.0 70.0 80.0 u 75.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 6' MAX. WAD CORNERS ID 49 1/2' r2 VENT WIDTH Za UNEQUAL LITES (ORIEL TYPE) TYPICAL ELEVATION TESTED UNIT 1/8' TEMP. GLASS 1/4' AIR SPACE H.S. GLASS 1/8' H.S GLASS .080' INTERLAYER .080' INTERLAYER -SENTRYGLAS PLUS SAFl.IX 1119 IWB BY 'DUPONT' BY 'SOLUTIA' 3/16' H.S. GLASS r1/8' HS. GLASS 585 -'kL_ U,,,- DOW CORNING 9&9 N GLASS TYPE 'C' GLASS TYPE 'D' GLAZING OPTIONS • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. H.S. GLASS .090' INTERLAYER SEMMLAS PLUS BY 'DUPONT 1 /8' H.S. GLASS I Z p a Q � a 0c�� I -lox ui_ f� Q¢A, 8m U) N a U)0)0 cra PRODUCTRHVI® •� h FCA9uDd�8lCadaarg6theFlm}$e o Awe Na �. q pj SILICONE 995 BA SOW CORNING 995 B U9te / $ drawing no. GLASS TYPE 'E' ,P W07-07 UNEQUAL LITES WINDOWS • Dma 1119>m CAP - 8HF FLANGE TIj1A8• WIDTH hulif .G)ASS TVE 74 GL&Q SM VA' GLibs Td&Tj GUM TYPE V GLASS TYPE 'E' W -W 11NT.(-) IXC( It.(-) EXT ;+) 1NT.(-4 IXC(+) 1NT.(-) EXr.(+) INT.(-) 19-1/8' 26-1/2° 32' 37' 42' 48° 83-1/8' • • 50-5/8 (5) • •70.5 1 70. .0 80.0 Rod• 120.0 70.0 70.0 80.0 120.0 75.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 BOA sV.O *0.0 70.0 70.0 80.0 120.0 AYO.09 0.0 W.0 • 84.0 80.0 20.0 70.0 70.0 80.0 120.0 70.0• io.0• @.Do .0 80.0 128.0 70.0 70.0 80.0 120.0 90.0 A 60.0 8..0 50.0 A 70.0 70.0 80.0 120.0 19-1/8• 20-1/2' 32' 37"' 42' 48' 83-1/8' • (0) o.o• - •80A 8 .o som 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 Tao 70.0 80.0 120.0 - 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 80.0 80.0 80A 120.0 70.0 70.0 80.0 120.0 - - 60.0 60.0 80.0 120.0 70.0 70.0 - - 19-1/8' 20-1/2' 32' 37• 42' 48' 83-1/8' 74-1/4' (8) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 1 120.0 70.0 70.0 BOA 120.0 - - 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 80.0 Foo 80.0 120.0 Tao 70.0 80.0 120.0 - - 60.0 60.0 80A 120.0 70.0 70.0 - I - - - 80.0 00.0 80A 120.0 70.0 70.0 - - - - 80.0 60.0 80.0 120.0 70.0 70.0 - - 19-1/8' 26-1/2' 32° 37' 42' 4e' 53-1/8' 78' (8) 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 70.0 70.0 80.0 80.0 80.0 120.0 70.0 70.0 80.0 120.0 - - 60.0 80.0 80.0 120.0 70.0 704 80.0 120.0 - - 60.0 B0.0 80.0 120.0 70.0 70.0 - - - - 80.0 80.0 SA 120.0 70.0 70.0 - - - 00.0 80.0 8041 120.0- - - 80.0 1 120.0 70.0 1 70.0 - - SHOWN EXT.(+) LOADS REQUIRE ADD-ON SIM RAMP REDUCE RXT.(+) LOADS CAPACITY TO +70.0 PSP WMOUT RAMP. • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. H.S. GLASS .090' INTERLAYER SEMMLAS PLUS BY 'DUPONT 1 /8' H.S. GLASS I Z p a Q � a 0c�� I -lox ui_ f� Q¢A, 8m U) N a U)0)0 cra PRODUCTRHVI® •� h FCA9uDd�8lCadaarg6theFlm}$e o Awe Na �. q pj SILICONE 995 BA SOW CORNING 995 B U9te / $ drawing no. GLASS TYPE 'E' ,P W07-07 18Y SEE ELEV. FOR y� WOOD BUCK .e da d a d C4 O 1 =L\��= \�J FH SIBS LATCH • • ••• • •• •• ••• yI.V 0 3 • • • • • • D TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FCR SPACING 3 If 1�[,' DIA, ULTRACON 13Y 'ELCO' (F 197 KSI, �Fyb198 KSI) M INTO 2BY WOOD BUCKS OR WOOD STRUCTURES g INTO WOOD WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMel-1141 8Y BUCKS INTO CONC. OR MASON AND TRANSFER THEM TO THE BUILDING STRUCTURE. MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 2� 1-1/4' MIN. EMBED INTO CONC. OR MASONRY �o N 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)`O INTO METAL STRUCTURES Q STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 412 SMS OR SELF DRIWNG SCREWS V'U (GRACE 2 CRS) m F INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090') No (NO SH PACE) g TYPICAL EDGE DISTANCE CONCRETE AND MASONRY 2' MIN. o INTO tlC7tlR�'T" I INTO METAL STRUCTURE = 1/2' MIN. I CONCRETE fa = 3000 PSI MIN. g 0-90 HOLLDW/FILLED BLOCK fm m 2000 PSI MIN. !d I e� SEAI.AN9'S: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH I SIUCONE OR ACRYLIC SEALANT. I I TYEEPHOLES: N W1 - 1/2' LONG NOTCH AT EACH END 6 5 ADD N AT 3' FROM EACH END c a m 1 SILL W2 = 1/4' WISP HOLE WITH PLASTIC BAFFLE c AT 8-1/4' FROM lAQH END AND AT CENTER g3 ..° /#8sms ftr. JAY P AHNAD RCDIICPRflVMda a' ° E FIA. PE ��7�72CA.N.'rl63SNo:cBY 18Y ° , '� �0, AAiemi ed�r/afwlinfg no. `•.. .°a :° 2 PER BRACKET WOOD BUCK 9YL / —a/ TYPICAL ANCHOR TYPICAL ANCHORS SEE ELEVS. FOR SPACING SEE ELEV. FOSt R 0 • • • AgAb11-RADE COUNTY APPROV® • • • : • • • • : Z HETSIRU�CIIIRE SEEWSEPARAIE MULLION ANCHOR♦ • � � • • � • � k O ro4'u ppp Z Rd h ow APPR,D,CUPPED MULLION ryLLLSSS SEE SEPARATE NOA TYPICAL ANCHORS V Q g SEE ELEV. FOR SPACING ��Qj O• aE� _ - �o _ ♦ ? �SQ EXTERIOR �i WINDOW WIDTH WINDOW WIDTH 20 to C) TYPICAL ANCHORSSEE w FOR SP"WO TYPICAL ANCHORS VENT WIDTH 1/a' MAX " SEE ELEV. FOR SPACING O 1/4° MAX. O Ag X 3/B° CHORS SHIMS 1/4" SHIM SHIM AFL SMS TYPE S SEE MAX. 18 7 14 FOR SPACING 1. 1BMETAL y — — — — �-i STRUCTURE — — — qR WOOD K S o It WOOD STRUM g < m 3 EXTERIOR r D DUCKS ,9. ! `�'�'A PROT)UCfRRVk D.L. GPC. (FD®) ascmPlk�8with 8m PFmide I a CIVIL FLA PN & 70592. L',Wjhgood. c •3SSS WINDOW WIDTH ` ggyy y{�pT drawing no. W07-07 ah®at 4of 5 1TEM 8 PAST 8 RL+QD. DSBC6IPTION NANF./BUPPLDER/R6NADK8 1 SO9101 1 FRAME HEAD 009 • • 8�3- - 2 SOY102 1 FRAME SOIL • • • • • 3 SOYffl3 2 FRAME • • • • 8083- - a slW,oa FIXED MT6! ... BDB3-TB — S SOYtOS 1 VENT TOP RAO. 8083-T8 - 8 SRY108 1 VENT' BOTTOM RAIZ. T8 - 7 SDY707 2 VENT SIDE RAIL • • • • • X80 ,�� _ 8 SOY708 AS RQD. flLL'•ZINfl BEAD (//18.0 • • • • • 8�-T8 - ' 8.1 31W727 AS ROD. AL7. GLAZING BFAD (�/1 �' • • • 808-T8 - flA SOY712 AS ROD, flIhZIN,l BEAD (3 °•fl ) • • • • • 8083-T8 - B.tA SIW728 AS ROD. AIT. GLAZING BEAD (3/8• filA53) 8083 -TB BB SOY117 AS Rte. GWJNfl BEAD (LAM. WSUL CLASS) 8083-T8 - 8 SOY108 2/VENT VENT LATCH ®9-3/4• FROM ENDS 8083 -TB - 10 - 1/IATCH LATCH SPIBNC ST. STEEL - 11 SOY, 13AS REOD. GLAZ04G LEO SPACER SANTOPRENE - 12 SOV124 1 SILL RAMP 8083 -TB - 13 14 - 4/ VENT VENT' GUIDE NYLON - 19 E26218HN4020 A3 REQD. GLAZING BULB VINYL NEOPRENE ULTRAFAB 18 a10 X 1-1/a° 20 FRAME &VENT ASSEMBLY SCREWS CRS PH SMS 17 - 2/VENT SWEEP LATCH (OPTIONAL) YAMAK BUILDERS HARDWARE 18 Wa3201 NGODOD AS READ. VENT WSTRIPPING ®EXTEPoOR (.,87•W X .200•H) - ULTRAFAB OR EOUN. 18A W33321NG0000 AS REQO. VENT P1'STRIPPING ®INTERIOR (.18799 X .320•H) - ULTRAFAB OR EOUN. 18 CI8301NW AS REOD. BULB W'SDIIPPW,i ®VENT HORLZ.( .187•W X .300°H) - CENTRAL PLASTICS 20 9388E AS REOD. FRAME SILL YlSTRIPPINfl (.18°W X .3a9`f,) POLYPROPYLENE CENTRAL PLASTIrt p CS 21 - 2/VENT SP01Al. BALANCE UNIQUE BALANCE ?2 - 1/ SAL ULTRALffT BRACKET STEEL - 23 - 2 SASH STOP - NOT SHOWN as — , 7/ss• sox SCREEN OPTIONAL •:• ;•.•; �•� !•••: ro4'u ppp Z Rd h ow APPR,D,CUPPED MULLION ryLLLSSS SEE SEPARATE NOA TYPICAL ANCHORS V Q g SEE ELEV. FOR SPACING ��Qj O• aE� _ - �o _ ♦ ? �SQ EXTERIOR �i WINDOW WIDTH WINDOW WIDTH 20 to C) TYPICAL ANCHORSSEE w FOR SP"WO TYPICAL ANCHORS VENT WIDTH 1/a' MAX " SEE ELEV. FOR SPACING O 1/4° MAX. O Ag X 3/B° CHORS SHIMS 1/4" SHIM SHIM AFL SMS TYPE S SEE MAX. 18 7 14 FOR SPACING 1. 1BMETAL y — — — — �-i STRUCTURE — — — qR WOOD K S o It WOOD STRUM g < m 3 EXTERIOR r D DUCKS ,9. ! `�'�'A PROT)UCfRRVk D.L. GPC. (FD®) ascmPlk�8with 8m PFmide I a CIVIL FLA PN & 70592. L',Wjhgood. c •3SSS WINDOW WIDTH ` ggyy y{�pT drawing no. W07-07 ah®at 4of 5 1TEM 8 PAST 8 RL+QD. DSBC6IPTION NANF./BUPPLDER/R6NADK8 1 SO9101 1 FRAME HEAD 009 • • 8�3- - 2 SOY102 1 FRAME SOIL • • • • • 3 SOYffl3 2 FRAME • • • • 8083- - a slW,oa FIXED MT6! ... BDB3-TB — S SOYtOS 1 VENT TOP RAO. 8083-T8 - 8 SRY108 1 VENT' BOTTOM RAIZ. T8 - 7 SDY707 2 VENT SIDE RAIL • • • • • X80 ,�� _ 8 SOY708 AS RQD. flLL'•ZINfl BEAD (//18.0 • • • • • 8�-T8 - ' 8.1 31W727 AS ROD. AL7. GLAZING BFAD (�/1 �' • • • 808-T8 - flA SOY712 AS ROD, flIhZIN,l BEAD (3 °•fl ) • • • • • 8083-T8 - B.tA SIW728 AS ROD. AIT. GLAZING BEAD (3/8• filA53) 8083 -TB BB SOY117 AS Rte. GWJNfl BEAD (LAM. WSUL CLASS) 8083-T8 - 8 SOY108 2/VENT VENT LATCH ®9-3/4• FROM ENDS 8083 -TB - 10 - 1/IATCH LATCH SPIBNC ST. STEEL - 11 SOY, 13AS REOD. GLAZ04G LEO SPACER SANTOPRENE - 12 SOV124 1 SILL RAMP 8083 -TB - 13 14 - 4/ VENT VENT' GUIDE NYLON - 19 E26218HN4020 A3 REQD. GLAZING BULB VINYL NEOPRENE ULTRAFAB 18 a10 X 1-1/a° 20 FRAME &VENT ASSEMBLY SCREWS CRS PH SMS 17 - 2/VENT SWEEP LATCH (OPTIONAL) YAMAK BUILDERS HARDWARE 18 Wa3201 NGODOD AS READ. VENT WSTRIPPING ®EXTEPoOR (.,87•W X .200•H) - ULTRAFAB OR EOUN. 18A W33321NG0000 AS REQO. VENT P1'STRIPPING ®INTERIOR (.18799 X .320•H) - ULTRAFAB OR EOUN. 18 CI8301NW AS REOD. BULB W'SDIIPPW,i ®VENT HORLZ.( .187•W X .300°H) - CENTRAL PLASTICS 20 9388E AS REOD. FRAME SILL YlSTRIPPINfl (.18°W X .3a9`f,) POLYPROPYLENE CENTRAL PLASTIrt p CS 21 - 2/VENT SP01Al. BALANCE UNIQUE BALANCE ?2 - 1/ SAL ULTRALffT BRACKET STEEL - 23 - 2 SASH STOP - NOT SHOWN as — , 7/ss• sox SCREEN OPTIONAL ro4'u ppp Z Rd h ow APPR,D,CUPPED MULLION ryLLLSSS SEE SEPARATE NOA TYPICAL ANCHORS V Q g SEE ELEV. FOR SPACING ��Qj O• aE� _ - �o _ ♦ ? �SQ EXTERIOR �i WINDOW WIDTH WINDOW WIDTH 20 to C) TYPICAL ANCHORSSEE w FOR SP"WO TYPICAL ANCHORS VENT WIDTH 1/a' MAX " SEE ELEV. FOR SPACING O 1/4° MAX. O Ag X 3/B° CHORS SHIMS 1/4" SHIM SHIM AFL SMS TYPE S SEE MAX. 18 7 14 FOR SPACING 1. 1BMETAL y — — — — �-i STRUCTURE — — — qR WOOD K S o It WOOD STRUM g < m 3 EXTERIOR r D DUCKS ,9. ! `�'�'A PROT)UCfRRVk D.L. GPC. (FD®) ascmPlk�8with 8m PFmide I a CIVIL FLA PN & 70592. L',Wjhgood. c •3SSS WINDOW WIDTH ` ggyy y{�pT drawing no. W07-07 ah®at 4of 5 1TEM 8 PAST 8 RL+QD. DSBC6IPTION NANF./BUPPLDER/R6NADK8 1 SO9101 1 FRAME HEAD 009 • • 8�3- - 2 SOY102 1 FRAME SOIL • • • • • 3 SOYffl3 2 FRAME • • • • 8083- - a slW,oa FIXED MT6! ... BDB3-TB — S SOYtOS 1 VENT TOP RAO. 8083-T8 - 8 SRY108 1 VENT' BOTTOM RAIZ. T8 - 7 SDY707 2 VENT SIDE RAIL • • • • • X80 ,�� _ 8 SOY708 AS RQD. flLL'•ZINfl BEAD (//18.0 • • • • • 8�-T8 - ' 8.1 31W727 AS ROD. AL7. GLAZING BFAD (�/1 �' • • • 808-T8 - flA SOY712 AS ROD, flIhZIN,l BEAD (3 °•fl ) • • • • • 8083-T8 - B.tA SIW728 AS ROD. AIT. GLAZING BEAD (3/8• filA53) 8083 -TB BB SOY117 AS Rte. GWJNfl BEAD (LAM. WSUL CLASS) 8083-T8 - 8 SOY108 2/VENT VENT LATCH ®9-3/4• FROM ENDS 8083 -TB - 10 - 1/IATCH LATCH SPIBNC ST. STEEL - 11 SOY, 13AS REOD. GLAZ04G LEO SPACER SANTOPRENE - 12 SOV124 1 SILL RAMP 8083 -TB - 13 14 - 4/ VENT VENT' GUIDE NYLON - 19 E26218HN4020 A3 REQD. GLAZING BULB VINYL NEOPRENE ULTRAFAB 18 a10 X 1-1/a° 20 FRAME &VENT ASSEMBLY SCREWS CRS PH SMS 17 - 2/VENT SWEEP LATCH (OPTIONAL) YAMAK BUILDERS HARDWARE 18 Wa3201 NGODOD AS READ. VENT WSTRIPPING ®EXTEPoOR (.,87•W X .200•H) - ULTRAFAB OR EOUN. 18A W33321NG0000 AS REQO. VENT P1'STRIPPING ®INTERIOR (.18799 X .320•H) - ULTRAFAB OR EOUN. 18 CI8301NW AS REOD. BULB W'SDIIPPW,i ®VENT HORLZ.( .187•W X .300°H) - CENTRAL PLASTICS 20 9388E AS REOD. FRAME SILL YlSTRIPPINfl (.18°W X .3a9`f,) POLYPROPYLENE CENTRAL PLASTIrt p CS 21 - 2/VENT SP01Al. BALANCE UNIQUE BALANCE ?2 - 1/ SAL ULTRALffT BRACKET STEEL - 23 - 2 SASH STOP - NOT SHOWN as — , 7/ss• sox SCREEN OPTIONAL I= FRAME HEAD est,sat .644 �.saap 81 480 1.177 .8181.D1.177 6 .184 .184 GLAZING BEADS (7/16° GLASS) GLAZING BEADS (3/8" GLASS) z90 GLAZING BEAD (LAM. INSUL GLASS) I MEETING RAIL VENT TOP RAIL VENT BOTTOM RAIL 1.373 1.246 981 VENT SIDE RAIL 1.122 9.304 ,078 1.498 .780 O9 VENT LATCH L;;� 467 t2 SILL RAMP ® FRAME SILL EE -RoDucr RIM us complyh* RA PE CAN. oaft L7a692 ' BPLL�BwandlBl+Letlde \ • NO Da -lo • O�2 to Caoa� V drawing no. W07---07 sheet 5 of 5 U jo • -RoDucr RIM us complyh* RA PE CAN. oaft L7a692 ' BPLL�BwandlBl+Letlde \ • NO Da -lo • O�2 to Caoa� V drawing no. W07---07 sheet 5 of 5 U eP� LL � h V �aB � gg�gggg 0 OS 18 C', 61 Q z0 m N a� � Nrno O -RoDucr RIM us complyh* RA PE CAN. oaft L7a692 ' BPLL�BwandlBl+Letlde \ • NO Da -lo • O�2 to Caoa� V drawing no. W07---07 sheet 5 of 5 MI®% MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwj11iam1dadeg2ybera SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, n 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series `200 StormSafe" Aluminum Horizontal Sliding Window — L.M.I, APPROVAL DOCUMENT: Drawing No. W07-28, titled "S-200 StormSafe Alum Horiz Rolling Wdw (L.M.I.)", sheets 1 through 8 of 8, dated 04/24107, with revision C dated 01/17/12, prepared by A1-Farooq. Corporation, signed, 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 1$iagai; Dade Ee%%Ty .... Product Control Section. • • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • ; • • :OD• LABELING: Each unit shall bear a permanent label with the manufacturer's narripwipgo, city: �We, : " modellseries, and following statement: "Miami -Dade County Product Control ApAW", unids otherwise' Hated herein. •; • • 0000.. •••• 0000. • RENEWAL of this NOA shall be considered atter a renewal application has bee; fiaQd and there bias been • no change in the applicable building code negatively affecting the performance ofthis pPoductr • Do**:* 0000.. TERMINATION of this NOA will occur after the expiration date or if there has beex a-revisfon or changd....: in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an egcJ rsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at, the job site at the request of the Building Official. This NOA revises and renews NOA # 10-012L11 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0221.07 M!A{+1FDP`t}� Expiratlon Date: August Ol, 2017 ! «� Approval Date: April 26, 2012 f Pagel SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-28, titled "S-200 StormSafe Alum Horiz. Rolling Wdw. (L.M.I.)", sheets 1 through 8 of 8, dated 04/24/07, with revision C dated 01/17/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering.& Testing, Inc., Test Reports No. HETI-06-4085, HETI-06-4086, HETI-0"87, HETI-06-4094 and HETI-06-4179, dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA Is No. 07-0511.1© and 07-0813.05) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a series 200 aluminum horizontal rolling window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-06-4089, HETI-06-4090, HETI-06-4092, HETI-OPAW5, HETI-074126 and HETI-07-4282, dated 02/26/07 and 07%2„5j4r1; all si j;44,and 0 sealed by Rafael E. Droz-Seda, P. E. • .. • ; ; (Submitted under previous NOA Is No. 07 OSI L IO and 07 S813.VS) 0000 0000.. 0000 0. C. CALCULATIONS .*0e • 0000.. 0000 00000. 1. Anchor verification calculations and structural analysis, compl miewith RUC -2007,..... dated 12/15/09 and revised on 01/06/12, prepared by Al-FarWq j3grporation, signed •; and sealed by Javad Ahmad, P. E.00860: 0000.. . . :Goo* (Submittedpardunder previous NOA#10-0121.11: • .. • ; 0000 ; • • • • ; 2. Glazing complies with ASTM E1300-04 0008 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel P.E. Product ContrE miner NOA No. -0221.07 Expiration Date: August 01, 2017 Approval Date: April 26, 2012 E-1 SIW I.muact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. , Notice of Acceptance No. .11-0624.02 issued to EX DuPont DeNemours & Co., Inc. for their "DuPont SentoGlas*Interlayer" -dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciiteO PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 30, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-06-4085, HETI-06-4086, HETI-06-4087, HETI-0"089, HETI-0"090, HETI-0"092, HETI-0"094, HETIA"095, HETI-064179, HETI-074126 and HETI-07-4282, issued by Hurricane Engineering & Testing, Inc., dated 02/26/07 and 07/25/07, all signed and sealed by Rafael E. Droz-Seda, P. E. (Submitted under previous NOA Is No. 07—OS1.1.14 and 07-0813.05) G. OTHER 1. Notice of Acceptance,No. 10-0121.11, issued to SIW Impact Windows, LLC for their Series "200 Stormsafe" Aluminum Horizontal Sliding Windo1v — L.M.I.,•a *oved do • • • • .. 04/21/10 and expiring on 08/01/12. • e • 6666 609.60 .. 6686.9 699669 6666 6666.. 6666.. 6666 . 6666. 686696 9696 00680 6666.. . . . . 966600 6666.. .. 6666.. Manuel Per .E. Product Control Exiniker NOA No. 12-0221.07 Expiration Date: August 01, 2017 Approval Date: April 26, 2012 E-2 S 200 STORMSAER INUM HORIZONTAL_ SLIDING WINDO APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S./H.S. OR HORIZONTAL SLIDING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 THRU 4. p—" 12' MAX. I I HEAD/SILL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCfI� • • •• • • • • HURRICANE ZONE (HVM. • • • • • • • • • •• • • • • ••• • 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 MATERIAE. SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CAPACITY--- ANCNORPIG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 4MRE • • • NOT PART OF THIS APPROVAL •••" • • • • • • • I , 1 ri 1 it r 1 , II jj I II II 11 MATEINCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT • • • RWS 1! �1 • • • II II II • • • II REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. II _ 11 SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • it II II 11 it 24" 48 1/4° 24' D.L. OPO. D.L. OPO. D.L. OPG. 2B 5/8' �ADDL ANCHOR 28 8/8" .,'..,.......... AT MTO. EU THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • • • • • • • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCfI� • • •• • • • • HURRICANE ZONE (HVM. • • • • • • • • • •• • • • • ••• • 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 MATERIAE. SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CAPACITY--- ANCNORPIG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS 4MRE • • • NOT PART OF THIS APPROVAL •••" • • • • • • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO :V% ON&. • • � � MATEINCLUDING BUT NOT LIMITED TO METAL SCREWS, THAT • • • RWS • 0• • • • • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • • • • • • • THBBE WWDOWS ARE FATED FOR LARGE & SMALL MISSILE IMPACT. REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. SHUTTERS ARE NOT REQUIRED. • • • • PRIDDIUCTREVOM aomj1A QIawW1 • - BAccmpteaoeNu 12 'L .Q� Dmo 1 B arowing no. W07-28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRIDDIUCTREVOM aomj1A QIawW1 • - BAccmpteaoeNu 12 'L .Q� Dmo 1 B arowing no. W07-28 ANN. GLASS 080° MTI -SAI'LEX III 1/8' ANN. GLASS pp.. F SILICONE 9.1 DOW CORNING 998 h �e GLASS TYPE 'A' 11/se OVERALL H.S. GLASS OBD' INTERLAYER -SEMRYGLAS BY 'OUPONT' GLASS TYPE 'B' 16/3e° OVERALL 1/W TE61P. GLASS 1/4' AIR SPACE x-1/8° H.5 GLASS \\ .90' INTE �MffACITE F BY 'DUPON S 998 H.S. GLASS H.S. GLASS I[3/16" r�W�(.'ORNMG �8 I [11ir rIXriY SILICONE 998 X 1/4° • DESIGN WAD CAPACITY - PSF (XO OR ON SIZE) -GLASS TYPE 'C DWS. W/o STEEL 11/18° MRAII. aRMYoacRR6 GI@88 TYPE Sim TYP1$i mm TYPE A' 'D' k 'D' 'c' • G1AISI TITSWINDOW 'C, • - HEGHI IXT.(+) Q4T.(-) FXL(+) 01f.(-) EXTO) I INQ-) 24' • • 7D.0 70.0 70.0 70.0 80.0 100.0 - - 38' • • 70.0 70.0 70.0 70.0 80.0 100.0 - - 48' 24' 70.0 70.0 70.0 70A 80.0 100.0 - - 60' - 70.0 70.0 70.0 70.0 80.0 100.0 - - 72' 7D.0 710 70.0 70.0 80.0 100. - 24° 7D.0 70.0 70.0 70A BOA 100.0 - - 3W 7DA 70.0 70.0 70.0 80.0 I 100.0 - - 48' 38' 70.0 70.0 70.0 70.0 no 100.0 - - eD° 70.0 70.0 70.4 70.0 EDA 100. - - 72" 70.0 70.0 70.0 70A 80.0 100. - - 24° 70.0 70.0 70.0 70.0 80.0 100.0 - - 38' 70.0 70.0 70.0 RIA 80.0 IOU - - 4W 48' 70.0 70.0 70.0 70.0 80.0 100.0 - I30' 70.0 70.0 70.0 70.0 BO.0 100.0 - - 72° 70.0 70.0 70. 70.0 80.0 100.0 - 24° 70.0 70.0 60.0 iou - - 38° 70.0 70.0 50.0 100.0 - 48' - 70. 70.0 80.0 IOU - 80' 70.0 70.0 80.0 100.0 - - 72' 70A 70. 80.0 100.0 - 24' - - - - 80.0 100.0 - - 3r no iou 48' 72' - - - - 80.0 100.0 - - w - - - 80.0 88.0 - - 72' - - - - 77.9 77.9 80.0 100.0 26-1/2' 70.0 70.0 70.0 70A no Io0.o - - 37° 70A 70.0 70.0 70.0 1 80.0. 100.0 - - 83-1/9' 2r 70. 70.0 70.0 70.0 no 100.0 - W 701 70.0 70.0 70. 80.0 1OD.0 - 26-1/2° 70.0 70.0 70.0 70A ,0 0 3 B 70A 70.0 70.0 0.0 EVEN o I - - 83-1 71.0 70.0 70.0 70.0 80.0 toOA -- 74 70.0 70.0 70.0 70.0 800 - 28-1 70.0 70.0 70.0 70.0 1 o - - 37' / 7 8P-8/8' 70.0 70.0 701 1 710 1 0.D70.0 701 70.0 70.0 70.0 70.t:0 100.0 - - - - 2° - - 70.0 70.0 00.0 - 37' - - 70.0 70.0 80.0 .D 70.0 70. 80.0 100.0 - + - - 70.0 70.0 e4 26-1/2° - - - - 80.0 Twu -• •- • 37' - - - - 80.0 1 83-1/6° 74 74 - - - - �.D g2.7 • -• •-. • - - 7A8 1 ANN. GLASS 080° MTI -SAI'LEX III 1/8' ANN. GLASS pp.. F SILICONE 9.1 DOW CORNING 998 h �e GLASS TYPE 'A' 11/se OVERALL H.S. GLASS OBD' INTERLAYER -SEMRYGLAS BY 'OUPONT' GLASS TYPE 'B' 16/3e° OVERALL 1/W TE61P. GLASS 1/4' AIR SPACE x-1/8° H.5 GLASS \\ .90' INTE �MffACITE F BY 'DUPON S 998 H.S. GLASS H.S. GLASS I[3/16" r�W�(.'ORNMG �8 I [11ir rIXriY SILICONE 998 • • ( (1/2W) WN ADDL ANCHOR ` J AT LOG. SILLS ENDS • • ••• • ••• • • APPLIED SILL RISER (ITEM #25) REWORED WEN 0 i i i • i EXT.(+) PRESSURE EXCEEDS 70.0 ftF bNLC • • • 0 . • • • dm&ATIN4 VHNTB T&A 172*11F THE WINDOW WIDTH XO OR OX ••• X 1/4° • LU ALUM SPACER -GLASS TYPE 'C GLASS TYPE 'D' 16/88' OVERALL 11/18° MRAII. • • ( (1/2W) WN ADDL ANCHOR ` J AT LOG. SILLS ENDS • • ••• • ••• • • APPLIED SILL RISER (ITEM #25) REWORED WEN 0 i i i • i EXT.(+) PRESSURE EXCEEDS 70.0 ftF bNLC • • • 0 . • • • dm&ATIN4 VHNTB T&A 172*11F THE WINDOW WIDTH XO OR OX ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NOTE g GLASS CAPACITIES ON THIS SHEET ARE BASED ON pp Rut E1300-04 (3 SEC. GUSTS) °c m AND MORIUA BUILDING COMMISSION DiCLARATOPY $TATEMENT DCAOB-DEC-218 XW wvI C, > Ot• 61at(d6 FLA. PE A 70D92 0.AtH.3S'.A •Vsw 77 1 drawing no. W07-28 >�eet of g (1/3Y) (2/M OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XO OR OX WIIM ADUL MIGflOR AT MIO. BDLE END9 • APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • • • • • • • • •• • • •• • • DESION IM CAPACITY - POP (XO OR OX SIZE) W NI)OW DIMS. 1/0 STEEL REINFORCING IM STEEL HER9111=0 G= TYPE GLASS TYPES RIMTYAE GLAD TYPE 'C' t Wum Hmew Exr(+) WT.(-) W.(+) INT.(-) W.+) INI'.(-) EXf.(+) WL(-) 84' 70.0 70.0 70.0 70.0 60.0 100.0 • •• or • • 70.0 70.0 70.0 704 a" 100.0 - - 72' 24° 70.0 70.0 70.0 70.0 80.0 100.0 - - at- 70.0 70.0 70.0 70.0 80.0 100.0 - 84' 704 70.0 70.0 70.0 80.0 100.0 - or 704 70.0 70.0 704 80.0 100.0 - - 72' 704 70.0 70.0 704 80.0 100.0 - - 81° - - 70.0 70.0 80.0 100.0 - - w 704 704 70.0 704 no 100.0 - - 1. - 70.0 704 80.0 100.0 - - 7e 48` - 70.0 704 80.0 100.0 at, - - 70.0 704 60.0 100.0 - - 84' 70.0 70.0 80.0 100.0 - or - - 70.0 704 80.0 100.0 - - 72' �• - - 70.0 704 no 100.0 - - 81' 70.0 704 no 100.0 8a' - - - 80.0 97.8 - - or72° - - - - no 88.1 - - 72' - - - - 80.0 81.2 80.0 Joao 81° - - - - 76.3 7a3 80.0 100.0 88-1/2' 704 70.0 70.0 1 70.0 80.0 100.0 - - 79-3/4' 28° 70.0 70.0 70.0 70.0 80.0 100.0 - - 83-1/4' 70.0 70.0 70.0 70.0 60.0 100.0 - - 58-1/2• 704 70.0 70.0 70.0 60.0 100.0 - - 79-3/4• 36-3/8'- - 704 70.0 80.0 100.0 - 83-1/4° - - 70.0 70.0 80.0 I 10x0 - - 88-1/2' 70.0 70.0 70.0 70.0 80.0 100.0 - - 79-3/4' f�-8/8' - - 70.0 70.0 80.0 100.0 - 83-1/4' 70.0 70.0 60.0 100.0 88-1/2 - 70.0 70.0 60.0 100.0 - 79-3/a' 93' 70.0 70.0 no 96.6 - - 83-1/4' - 70.0 70.0 80.0 08.0 88-1/2' - 80.0 92.3 - - 70-3/4' 74' - - 73.8 73.8 no 100.0 83-1/4' - - .720 720 80.0 100.0 (1/3Y) (2/M OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH XO OR OX WIIM ADUL MIGflOR AT MIO. BDLE END9 • APPLIED SILL RISER (ITEM #25) REQUIRED WHEN EXT.(+) PRESSURE EXCEEDS 70.0 PSF ONLY. • •• • • • • ••• • •• ••• •• • • • •• ••• • • • • • • • • • • • •• • • •• • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Fia.'�re 7o�z %X%% Orowmg no. W07-28 • •• •• • • • •• •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Fia.'�re 7o�z %X%% Orowmg no. W07-28 OPERATING VENTS TO BE 1/3 OF THE WINDOW wum XOX WIIM t AMtAiDM AT Rlit SfBE ENDS • • DESION I= CAPACITY - M (SOX SIM) (1/3W) --- • WINDOW DUN. W/0 mm REINFORCING W/0 =a RE MRCING GLASS TYPE GIASB TYPES GLASS TYPE GUSS TYPR A' 'e' g 'D' .0 r C' • WIDTH WITH RTSO, RSDiFFORCRCWG WINDOW Dnm GLASS TYPR •A' OI.AES TYPES D' k b' GLA&9 TYPE 'C' 4 elm TYPEWINDOW WIDTH HWIT EXL(+> 0I1'.(-) - W.(+) INT4-) OR.(+) INT -) EXT.(+) INT(-) 72' CODA 70.0 70.0 70.0 70.0 80.0 100.0 - 84• 24° 704 704 704 70.0 80.0 ICU - - or 70.0 70.0 704 704. 70.0 804 100.0 - - 108` 70.0 1 70.0 704 70.0 70.0 804 100.0 - 72• 704 70.0 704 70A no 80.0 100.0 - B4" w MO 70.6 70A 70.0 80.0 100.0 - or 704 704 704 70.0 804 100.0 - - 100• 1o8• 704 no 704 no 804 100.0 - 72• - 70.0 70.0 704 70.0 80.0 100.0 - - BA' 48" 704 70.0 704 70.0 80.0 100.0 - - g8' 100.0 704 704 70.0 70.0 804 100.0 - - 108• BOA 704 MO 70.0 704 804 100.0 - 72'70.0 70A BOA 100.0 - 704 80.9 100.0 - 84' 70.0 - - 704 70.0 ESA 100.0 - 88• - - 704 70.0 704 804 100.0 - - 108° 70.0 70.0 1 704 BOA 1004 108' 70.0 1 70.0 004 100.0 - - Be 72° - - - - 60.0 82.6 - or - 64•72° _ _ 00.0 84.t - - lo8" - Sir 77.8 77.1 80.0 100.0 74" 81.2 704 704 70.0 70.0 1 80.0 100.0 - - 108-1/4° 26° 1 704 704 70.0 704 80.0 100.0 - - 171° 70.0 70,0 7074 70.0 70.0 807.0 • 100.0 70.0 74' 70.0 MO 70.0 70.0 704 804 100.0 - - 106-1/4° 31-3/8" 704 704 70.0 70.0 ou 100.0 _ _ 111° 70.0 70.0 704 70.0 70.0 80.0 100.0 - - 7'r 38-3/8° 70.0 70.0 70.0 70.0 Bao 100.0 - - 108-1/4• 00"'s/B• Tao 70.0 - 70.0 90.0 100.0 - 11t° - 10.0 70.0 70.0 704 BOA 100.0 - - 74° - Io/-i/a" b9 -s/9• 804 100.0 - 108-i/4' B3° - - 911' 80.0 88.8 70.0 111' 80.0 100.0 - 170-A.070.0 74° 80.D 94.2-74' 70.0 704 80.0 100.0 - SOA 98.1100-1/4° - - 74° - 804 988 - 78478.1 111 • 80.0 100.0 111°75.8 - 70.0 704 80.0 00.0 - 73.8 00.0 100.0 OPERATING VENTS TO BE 1/3 OF THE WINDOW wum XOX WIIM t AMtAiDM AT Rlit SfBE ENDS OPERATING VENTS TO BE 1/4 OF THE WIN[X7W WIDTH s •.• • •.• • • XOX ... . . . . . . . • QWPUED SIVE Ri (ITEM J=5)•IJQUIRED WHEN • �XT.(+) "ESSU EXCE DS 70.0 PSF ONLY. ••• • • DESIGN LOAD CAPACITY - PBY (SOS SIZES) (1/3W) (11,3w) • WINDOW DUN. W/0 mm REINFORCING VTR STM RRWFORCING GLASS TYPE GIASB TYPES GLASS TYPE GUSS TYPR A' 'e' g 'D' .0 r C' • WIDTH HEIGHT EXr.(+) INT.(-) ETR.(+) WT.(-) EXT.(+) W.(-) EXL(+) Nu-) 72" 70.0 7aO 7DA 70.0 B04 CODA - - w • 70.0 70.0 70.0 70.0 110.0 1004- ••• • w 24' 70.0 70.0 70.0 70.0 SOA 1004 - loo' 70.0 70.0 70.0 70.0 804 1004 72• 70.0 704 70.0 70.0 80.0 1004 - - w 3° 70.0 70.0 70.0 MO 80.0 1004 - - gir 704 70.0 1 70.0 1 70.0 80.0 100.0 - - 1o8• - - 70.0 1 704 80.0 1Oa0 - - 72° 70.0 70.0 70.0 70.0 Bao 100.0 - - B4' - - 70.0 704 BOA 100.0 - - 98' 48• - 70.0 7DA BOA 100.0 - - f - 70.0 70A BOA 100.0 - - 72" - 70.0 704 804 100.0 - 84'- - 70.0 704 804 100.0 - 98" 70.0 704 80.0 I 100.0 108' 70.0 1 70.0 80.0 100.0 72° - - - - 80.0 97.8 - - 64•72° _ _ - - 80.0 18.1 - Sir - 80.0 81.2 004 100.0 708" - - -- - 78.3 78.3 804 100.0 74' 704 704 704 70.0 80.0 1004 - - 108-1/4" 20" 70.0 704 70.0 70.0 80.0 100.0 111° 70.0 70.0 70.0 704 80.0 1004 74" 70.0 70.0 no 704 BOA 100.0 - - 108-1/4. 38-3/8° - - 70.0 70.0 804 100.0 - - 111' - - 70.0 70.0 69.0 100.0 - - 74' 70.0 704 70.0 70.0 804 100.0 - Io/-i/a" b9 -s/9• - 7D.o 1 704 80.0 100.0 - - 911' - 70.0 704 80.0 100.0 - 74° 70.0 704 80.0 100.0 - 106-1/4' B3° - - 70.0 704 804 988 - 111 • - 70.0 704 80.0 00.0 - - 92.3 73.8 73.6 804 100.0 724 724 BOA 100.0 OPERATING VENTS TO BE 1/4 OF THE WIN[X7W WIDTH s •.• • •.• • • XOX ... . . . . . . . • QWPUED SIVE Ri (ITEM J=5)•IJQUIRED WHEN • �XT.(+) "ESSU EXCE DS 70.0 PSF ONLY. ••• • • (7/,<W) (1/3W) (11,3w) • OPERATING VENTS TO BE 1/4 OF THE WIN[X7W WIDTH s •.• • •.• • • XOX ... . . . . . . . • QWPUED SIVE Ri (ITEM J=5)•IJQUIRED WHEN • �XT.(+) "ESSU EXCE DS 70.0 PSF ONLY. ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • WTIH ADDL ANCHOR AT HTO. SIRE ENDS NOTE- GLASS OTEGLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Enon JAVAO ARM FIA. 9 7a4e2 PRODUMIRIPARaD CAA3 B�TngCalaw8hrh9Pl1o1 tmmrP81 now 7 JAS 4%, Bn �tl r J JO N L8 Ito G arawmg no. W07-28 9 W m it Nfl!�171�- APPLIED SILL RISER SEE NOTE ON SHEETS 2 THRU 4 I WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEALANTS VVICAL ANC ' SEE ELEV. FOR SPACING ALL JOINTS AND FRAME CONNECTIONS SEALED WITH (Fu -177 KSL Fy=185 KSI) SILICONE OR ACRYLIC SEALANT. INT D STRUCTURES 2ERPHOXES: 1-3/8" Ml WOOD W1 = 1" X if4" WEEPHOLES IN PAIRS THRU 1BY BUCKS INTO CONC. OR MAS (2) ON VENT AREA AT 2" FROM ENDS AND 28" O.C. 1'1/4" MIN. EMBEO INTO CONC. OR MASONRY 4 UNDER FIX. LTTE AT 18" O.C. DIRECTLY INTO CONC. OR MASO W2 = 1-3/4" X 1/4" WEEPHOLES WITH NYLON BAFFLE 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (2) ON VENT AREA AT 15" FROM ENDS AND 24" O.C. 914 SMS OR s F DRILLING IN SCREWS (GRADE 2 CRS)3 UNDER FIX LITE AT 18" O.C. INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) hla Ule 1 ii i� 4 �� x12 RMS OR R c DRI IN a REt4IR (GRADE 2 - !I !I !I !I INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0 ---------------- (NO SHIMSPACE) 0 •.. °'• .d .. a 'TYPICAL ANCFt0115 • �, .•. • . • '"• 'o>. 1GY a •$ SEE ELEV. • • • • ' • v . • • a . • ; o w(Xlb BUCK .'r • e'.. FOR SPACING • • • 0 • • t^ ' • • I ' W2 • • •,,• • • • •'Oa • 1/t� X 1-3�0 3" L0 • • • � ELEt�CHORS PLASTIC PLUG AT FTX. RAIL fX:ATION FOR SPACING ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WIYI.KGIL HIVU A7fW KT � 1—J/4- MW INTO RE = 1 IN. >S H INTO METAL STRUCTURE = 1/2" MIN. S i CONCRETE AT HEAD. SILL OR JAMBS fa = 3000 PSI MIN. $ a m v 0-80 HOLM/FILLED BLOCK AT JAMBS f'm m 2000 PSI MN. • CIVIL PRODUGTRBVOW .e FIC E fY 70882 �PIft wUU tI• PION 3 Ss38 �Ilcu"8 OF 7 S�. b�Z drawing no. W07-28 to VENT WIDTH APPR.D CLIPPED MULLION A 1p 12 1/4• MAX SEE SEPARATE NOA TYPICAL ANCHORS `F"1'• ity�I 1/4° MAX. © © 11 SOPTIONAL TO PRING LATCH O TYPICAL on ---, SEE ELEV. FOR SPACINGSHIM 3 21 D.L. D.OPO. 7 FOR G R 2D FH SNS if iIF 2/ LATCH OCa snTluM� ----_- hSJC�am" �.�JI --- � I S I1 -• ----SCREEN OPR ---- '• '-'-'-' 2X3 FOptd PAD 4 AT TOP & 80TTOlt a WINDOW WIDTH WINDOW WIDTH 8 REINFORCING BAR REQD. 'm J WHEN LOADS EXCEEDS 70.0 PSF U J O_ EXTERIOR WINDOW WIDTH WOOD BUCKS ANCHORS XO T.AYOUTYPICAL T a FOUR ELEV. SPACING OX OPPOSITE y� �D tin d aim A VENT WIDTH vFNr WIDTH 1/4" swN 1/4' MAX. © C.L. OPO.O 11 OPTIONAL TO D. OP0. MAX. TYPICAL ANCHORS � SHE/ _ SPRING LATCH SEE ELLV. FOR SPACING 21 7 SM 7 2/ LATCH v SfRUC111RE :_:_.....^. WOOD --BCRETIN MIAL OPTIONAL ----- .. , •- - . _. _ ._ . , ----- SCREEN OPRONAh---- R •. WOOD STRUCTU o S • • g •••• 14 8 f r e a m u RWORMG a* 901). • • • • • • • •,PgODUCI'IiBVTSHp 18 WHEN LOADS EXCEEDS 70.0 PSF Enda VpAVDaARIM EXTERIOR F� lGm 'as Fbddm • 000 • • AQflllvoe /` gk DeAD � drawing no. • • • • • • • • • Pr�act • • • • • • • • • , ��,tip1'� W07_28 sheat g of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • (1) FRAME HEAD FRAME SILL A82 1 .280 .457 1.424 E71!S _TO 1.328 844 .044 =2 1'376 .1_. 1,177 .812 .050 7,177 _14 .618 f. 309 .184 Q VENT TOP/BOTrOM RAIL O 2Al2 GLAZING BEADS (3/8" GLASS) A78 .661 .881 De: .080 �{ 1.249 1.m '87L .060 1.1177 .615 .216 .184 1.t�0 48� JAMB STILE GLAZING BEADS (7/16" GLASS) .zeo-y .079 I 812 2363 12� .184 1 A00 8B MEETING STILE GLAZING BEAD (LAM. INSUL, GLASS) 2687 .078 .078 .800 1.4741.248 A89 .178 1.878 © FIXED MTG. snLE IS SILT. RISER FRAME JAMB (VENT SIDE) ITEM PART g QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIEA/Rl%URHS 1 SIW=1 1 FRAME HEAD 8083-T8 - 2 SIW202 1 FRAME SOl 6063-T8 - 3 S67203 1 SILL TRACK 8083-T8 - 4 SIH204 2 FRAME JAMS (VENT SIDE) $063-T8 - 4A SIW208 2 FRAME JAMB (FIX SIDE) 8083 -TB - 6 SIWE08 1/ VENT FIXED MTG. RAIL 6063 -TS 6 SfIO7 2/ VENT VENT TOP & BOTTOM RAIL 8083-T6 - 7 S6Y1OS 1/ VENT VENT WTERLOCK 8083-T8 - B sWn08 1/ VENT VENT JAMB STILE 6083-78 - 9 SIW112 AS RECD. GLAZING BEAD (3/6' GLASS) 8983 -TB - SJ SIMS AS REQD. ALT. GLAZING BEAD (3/8' GLASS) 8083-T5 - 9A SWICS AS READ. GLAZING BEAD (7/18' OLAS9) 8083-T8 - S.1A SBT127 AS READ. ALT. GLAZING BEAD COB* GLASS) 8083-T6 - 9B SWI17 AS REQD. GLAZING BEAD (LAM. INSUL. GLASS) 8083-76 10 938W AS RECD. EXTERIOR GLAZING GASKET SANTOPRENE CENTRAL PLASTICS 11 SM109 2/ VENT SWEEP LATCH - AT 16-1/2' FROM EACH END 12 - 2/ VENT SPRING LATCH 8083-T8 AT 18-1/2' FROM EACH END 13 - AS READ. FRAME & VENT ASSY SCREWS #10 X 1-1/2' PH SMS 14 - 4/ VENT FOTED RAI. SCREW #12 X e PH SMS 18 9=7 4/ VENT ROLLER HOUSING & GUAE DEUM - 18 SM20S 2/ VENT ROLLER - BRASS OR ST. STEEL 17 2/ VENT ROLLER PIN sr. STEEL - 18 - 6/ WDW. BAFFLE NYLON - 19 - AS RECD. REINFORCING BAR (1/4' X 1-1/4') STEEL - 20 W23201NG AS READ. TOP & BOTTOM RAA. WSTRIPPING - ULTRAFAB CE EQUN, 21 9388L AS READ. FRAME JAMB W STRIPPING POLYPROPYLENE CENTRAL PLASTICS 22 - OPTIONAL SCREEN - B/16' BOX 23 U4333 AS REM. BULB W'STPoPPING - SCHLEOEL 24 SIW113 - GLAZING LEG SPACER sorr PVC 28 SN211 AS REQD. SELL RISER 8003-T6 •• • • • • ••• • • • • • •to 4 •.122 • 180 r.058 •• 14V •. • :.04. •• • •• 1 • • • • • • • • • FRAME JAMB (FIX. SIDE) t2 SPRING LATCH A �✓GLAZING LEG SPACER WALE U1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • •• •• ••• • • •• ••• • • 4-7 PROm=RUVmW FIA. hECAN,B 3 83(170692 as�I u$Y109 de '. Aaoopw"No Defy By to Q O O !Y�II'V,II Crowing no. W07-28 P MIKA MET . ... . ... . . • • • • • • • ... . .. . . .. • • • • • • • •.�TMOM �RNM•J2 � • ••• • • • FIXED MIG, RAIL RAIL CORN •• •• T MOVWOso- • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MM IAM DY4DE MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 X (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.ova JneM SIW Impact Windows, LLC 975 S. Congress Avenue, #1 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "300 StormSafe" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W07-49, titled "S--300 StormSafe Alum. Fixed Wdw. (L.M.I.)", sheets I through 6 of 6, dated 05/18/07, with revision E dated 01/20/12, prepared by Al—Farooq Corpoiration, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product.Miifrol Revision stamp with the Notice of Acceptance number and expiration date by the MianigDade County • Product Control Section. • . . • ...... .. . ...... MISSILE IMPACT RATING: Large and Small Missile Impact Resistant . • •: • • • LABELING: Each unit shat I bear a permanent label with the manufacturer's name az: ta$o, ciiy ostetfit • • model/series, and following statement: "Miami -Dade County Product Control Appro.ve.T a unless. Qtjwrwise .. ; noted herein. • RENEWAL of this NOA shall be considered after a renewal application has been filed po there hat been '. no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has be yaOr ision oaahange in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an en"ement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 10-0715.03 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. t�oe�u NOA No. 12-0221.0,18 JAP.. , Expiration Date. August 29, 2017' Approval Date: April 26, 2012 Fe Page 1 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W074% titled "S-300 StormSafe Alum Fixed Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 05/18/07, with revision D dated 01/20/12, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of a series 300 aluminum fixed window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0525.01-10, dated 06/09/10, and addendum letter dated 06/09/10, all signed and sealed by Julio E. Gonzalez, P.E. (Submitted under previous NOA No. 10-0715.03) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc.,Tpgt Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E.Drolz Seda, P.E. ' ' (Submitted under previous NOA No. 07-0604..05) � e 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2010' v 2) Cyclic Wind Pressure Loading per FBC, TAS.203 !-94 along with marked—up drawings and installation diagram of a sedp 6.00 alVatrgn fixed window, prepared by Hurricane Engineering Testing Labd&tbry, Inc.,'?esf Report No. HETI-07-4111, dated 01/25/07, signed and sealed by ratael 4 D;qz Seda, P.E. e . ,90809 (Submitted under previous NOA No. 07-0644.05) 0 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 0900 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked—up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4112, dated 04/09/07, signed and sealed by Rafael E. Droz— Seda, P.E. (Submitted under previous NOA No. 07-0604.05) E-1_ see*:* .goes. 0*0e0 00.00 .000.0 0 000.0. Manuil-pepalP.B. Product Control &41ner NOA No.12-0221.08 Expiration Date: August 29, 2017 Approval Date: April 26, 2012 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. TENS (CONTINUED) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201--94 2) Cyclic Wind Pressure Loading per FBC; TAS 203-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-4113, dated 04/09/07, signed and sealed by Rafael E. Droz-- Seda, P.E. (Submitted under previous NOA No. 07-0604.05) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aluminum fixed window, prepared by Hurricane Engineering Testing Laboratory, Inc., Test Report No. HETI-07-411.4, dated 04/09/07, signed and sealed by Rafael E. Droz- Seda, P.E. (Submitted under previous NOA No. 07-0604.05) 7. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of a series 300 aiujoiqum fixed window, prepared by Hurricane Engineering Testing Labgmtq y, Inc',T"r Report No. HETI-07-4110, dated 01/15/07, signed and sealed'byItkael F,,PDp*- Seda, P.E. 0":'0 "• • (Submitted under previous NOA No. 07-0604.05) 0000" 0000 0000 0000.. C. CALCULATIONS • • • • • • • • • 1. Anchor verification calculations and structural analysis, compl3ftg`*ith FBC-2007, prepared by AI-Farooq Corporation, dated 06/11/10, signed and'seatad by ,javad Ahmad, P. E. ' :00000 (Submitted under previous NOA #10-0715.03) • •' :Go* 2. Glazing complies with ASTM E1300-04 0000 0000.. 0000.. 0.00s• . . 0000. 0000.. 00.0.0 .0080. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Ajoa� Manuel e . Product Control Exhaifter NOA No. 12-0221.09 Expiration Date: August 29, 2017 Approval Date: April 26, 2012 E-2 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Satlex and Vanceva clear and color interlayers" dated 05/05111, expiring on 05/21/16 F. STATEMENTS I. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 20, 2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-07--4115, HETI-07-4111, HETI-07-4112, HETI-07-4113, HETI-07-4114 and HETI-07-4110, issued by Hurricane Engineering Testing Laboratory, Inc., dated 01/15/25 and 04/09/07, all signed and sealed by Rafael E. Droz—Seda, P. E. (Submitted under previous NOA No. 07-0604.05) G. OTHER 1. Notice of Acceptance No. 10-0715.03, issued to SIW Impact Windows, LLC for their Series "300 Stormsafe" Aluminum Fixed Window— L.M.I., approved on 11/25/10 and expiring on 08/29/12. .... . 0000 0000.. • ..0000000 • 0000.. 0000.. 0000 . .. 0000 0000 . 0000. *ease 0 9690 0000.. . . . . .0000. 0000.. . ... 0000.. Manue Per Product Control E m' r NOA No. 12- .08 Expiration Date: August 29, 2017 Approval Date: April 26, 2012 E-3 WINDOW � WIDTH � WINDOW III r � I I � J WINDOW WIDTH WINDOW WIDTH 1 I $ —J WINDOW WIDTH 1111100% WWH • • • • • • • ��rrttrr%%� t ALLOWABLE LOADS FOR ALT RN, SFaPFj AS SHOWN �BGVEsOR SIMILM GW tli: VERIFIED BY INSCRIBWO PIC DOW�BHAPP WITHN•SQUARE Ofi•RE LE SHOWN IN DOTTED LINES AND OBTAINING W"ABLE LORDS FROM THOSE ._ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • B" MAX. ANCHOR SPACING AT CURVED FRAMES 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES FALSE (-ACE MAY SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN .ON SHEETS. 2 AND 3. a om �^ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 6 6 '9 co REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY THESE WINDOWS ARE RA FOR LARGE & SMALL MISSILE IMPACT. ° < m v m m HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT��R D ` WOOD BUCKS BY OTHERS, MUST BE ANCTRED PROPERLY TO TRANSFER i' ,`11 LOADS TO THE STRUCTURE. I%--.- ANCHORS .per Y ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS g�. V ppp �w' �dy1 Rwmw EMBEDMENT TO BASE MATERIAL SHALL BE ?EYOND WALL DRESSING OR STUCCO. FIAX �g7 % 'C wBEi Blodils $ ANCHORING OR LOADING CONDITIONS 'NOT SHOWN IN THESE DETAILS ARE y NOT PART OF THIS APPROVAL'. Obtm A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MATE Browing no. IALS lorD1NQB�NOT M°i°�E�Rus�RTW07-49conE,NocnACWITH OTHER DISSIMILAR MATERIALS THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1}\;i,1 sheet 1 Of 6 ALLOWABLE LOADS FOR ALT RN, SFaPFj AS SHOWN �BGVEsOR SIMILM GW tli: VERIFIED BY INSCRIBWO PIC DOW�BHAPP WITHN•SQUARE Ofi•RE LE SHOWN IN DOTTED LINES AND OBTAINING W"ABLE LORDS FROM THOSE ._ ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • B" MAX. ANCHOR SPACING AT CURVED FRAMES 12" MAX. ANCHOR SPACING AT STRAIGHT FRAMES FALSE (-ACE MAY SERIES 300 STORMSAFE ALUMINUM FIXED WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN .ON SHEETS. 2 AND 3. a om �^ THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 6 6 '9 co REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY THESE WINDOWS ARE RA FOR LARGE & SMALL MISSILE IMPACT. ° < m v m m HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT��R D ` WOOD BUCKS BY OTHERS, MUST BE ANCTRED PROPERLY TO TRANSFER i' ,`11 LOADS TO THE STRUCTURE. I%--.- ANCHORS .per Y ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS g�. V ppp �w' �dy1 Rwmw EMBEDMENT TO BASE MATERIAL SHALL BE ?EYOND WALL DRESSING OR STUCCO. FIAX �g7 % 'C wBEi Blodils $ ANCHORING OR LOADING CONDITIONS 'NOT SHOWN IN THESE DETAILS ARE y NOT PART OF THIS APPROVAL'. Obtm A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MATE Browing no. IALS lorD1NQB�NOT M°i°�E�Rus�RTW07-49conE,NocnACWITH OTHER DISSIMILAR MATERIALS THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1}\;i,1 sheet 1 Of 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF 1/8° ANN. GLASS 3/18° ANN. GLASS 080° INTERLAYER 090° INTERLAYER°} SAFLEX ISG PVB SAFLEX IItG PVB BY 'SOLUTIO' BY 'SOL.UTW 1/e' ANN. GLASS 3/18° ANN. GLASS 533-1 3.126-1/2' �.'j8 a 1Ali II 804 3 3A SILICONE ��ipji SILICONE DOW CORNING 995 DOW CORNING 998 �'j,/i:"fS 'I`�PE '�' GLASS `rl'PE 'H' 23/84° OVERALL 29/04' OVERAM FOR LOADS LESS THAN OR EQUAL TO 70, PSF MIN. GLASS BITE CAN BE 5/8'. 1/8° TEMP, GLASS GLASS TYPES A, B Bt D. 1/4' AIR SPACE 3/16° H.S.GLASS 1/8° Hs. GLASS 080° INTERLAYER .080' INTERLAYER SENTRYGLAS. SEptf�1�S BWPONr BY Y ''WPONI' 3/16" H.S. GLASS 1/8' H.S. GLASS 3 s '4• .1A5 vE3 iii' P. n' is 8 y 3A NE DOWSILCORNING 995 7 DOW CO WW CORNING 995 GLASS TYPE 'C' GLASS TYPE 'D' 7/IB° OVERALL 11/L8° OVERALL DE NEMWRS & CO. INC. L I I NOTE: GLASS CAPACITIES ON THIS. SHEET ARE BASED ON ASTM EIWO--04 •(3 SEC. GUSTS). S E^� '.• ARODUCT IM. CA.N.32 oar% • M1DTH AND LENGTH DIMENSIONS CAN BE ORIENTED ';.. ,••.• .i rraaua • VERTICALLY W HORIZONTALLY AS SHOWN ABOVE \ • . �� • '� `' 11'`: �i••',,I �� n WINDOW DWS. OUS8 TYPE GLASS 1YPE aum 1'YPE mm TYPE 'A' '8' C' D° WIDTH LENGTH O(r.{+) OJT.(••) EXT.(+) INT.(-) EXT.(+) Kr.(-) EXT.(+) OJT'.(-) Z r !° 3 @� 4 Z j Q W •' 28-1/2' 3Y 3Y 48• 29`BOA70.0 80.0 70.0 70.0 BOA 130.0 60.0 60.0 BOA 70.0 70.0 90.0 130.0 60.0 BOA 70.0 90.0 130.0 60.0 BOA42`0.0 70.0 70.0 90.0 130.0 90.0 60.0 0.0 70.0 70.0 90.0 130.0 60.0 604 0.0 70.0 70.0 80.0 130.0 80,0 60A F57.957.9 42° 0.0 70.D 70.0 80.0 130,0 80.0 BOA 70.0 70.0 90.0 130.0 80.0 60.0n37° 0.0 700 70.0 90.0 *30.0 60.0 60.0• 7.9 70.0 70.0 90.0 130.0 80.0 60.07.9 70.0 70.0 90.0 130.0 60.0 60.07.9 70.0 70.0 90.0 130.0 60.0 60.0 26-1/2' 32° 42` 48° W-1/6° 50-8/8° 60.0 60.0 70.0 70.0 90.0 130.0 80.0 604 80.0 60.0 70.0 70.0 90A 130.0 80.0 00.0 60.0 90.0 70.0 70.0 00.0 130.0 60.0 6ao s- s- 70.0 70.0 904 130.0 80.0 80.0 7ao 7aa got 130.0 80.0 �.o d 3 0 M I U(� JNO N JJJ � LLL111 Q � 110:e 1 2 U d U n IL000]]] ^ a O n •• - 70.0 70.0 90.0 130.0 59.4 59.4 28-1/2° rt• 48• 53-1/8- 83' 50.0 80.0 70.0 70.0 6 . 60.0 60.0 90.0 69.0 70.0 70.0 90.0 130.0 60.0 EGA E0.0 BOA 70.0 70A A 60.0 80.0 70.0 70.0 90.0 130.0 60.0 Ea0 - - 70.0 70.0 90.0 130.0 60.0 Bao - - - - 90.0 130.0 26-1/2` 32` 3r74-1/4° 42• 48° 83-1 8° 60.0 80.0 70.0 70.0 90.0 130.0 60.0 50.0 - - 70.0 70.0 90.0 130.0 60.0 50.0 - - 70.0 70.0 Sao 130.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 - - - - - - 90.0 130.0 - - - - - - 90.0 13o.0 26-1/2° 32° 3r 42° 48` 53-1/8- �. 60.0 90.0 70.0 70.0 90.0 130.0 60.0 Sao - - 70.0 70.0 90.0 130.0 80.0 BD.D - 70.0 70.0 GOLD 130.0 60.0 60.0 - - - - 90.0 130.0 ffi M < m ^ o o v o P n m - - 90.0 130.0 - - - - 80.0 130.0 - - 25-1/2- 32` 37' 42° 48° 53-1 8' 60." 50.0 60.0 70.0 70.0 90.0 130.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 60.0 WA - - 70.0 70A 90.0 190.0 90.0 BOA - - - 90.0 130.0 - - - - - - 00.0 130.0 - - - - - - 90.0 120.4 28-1/Y 32° 3r 42` 48° 53-1/8- 26-1/0.• ° 37° �, tae° 70A 704 90.0 130.0 60.0 80.0 70.0 "A 1ta0 130.0 80.0 60A - - 90.0 130.0 - - - _ _ 90.0 128.8 - - - - 90.0 110.5 - - - - - - 90. 1 1.8 - e1306 • 0 • _ 3$ drawing no. W07-49 •_ _• Ms .�� • _ _ - - '• - -• 1AL5 • -• • 4L.29-1/2' °120' 37• 40.- - - - - 90.0 130.0 - - 90.0 130.0 - - _ _ _ _ 80,0 130.0 - - . - . .-1112.7 26-1/0.` 3Y 37* 128° - - - - 130.0 -• -• - - r - • 9Q0• 131!0 • - - - _ R • •_ * _ _ Sheet Q Of 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INCT-1 � . DIMIGN ]AAD CAPACITY - PSF 0 NWDOW DM.•A• OIA88 TYPE MASS TYPE •e• GUSS TYPE D• OIA80 TYPE ro• YBDTH 1.ENOTFi EXT.(+) IM.(-) DO'.(+) INT.(-) EXT'.(+) TWf.(-) EXT.(+) W.(-) 24" 30" 38• 42' 48' 64"3B" BO' 86' 72" 78" Be 88• 60.0 60.0 70.0 70.0 Sao 130.0 80.0 60.0 00.0 no 70.0 70.0 90.0 130.0 60.0 60.0 80.0 60.0 70.0 70.0 90.0 130.0 80.0 00.0 80.0 80.0 70.0 70.0 90.0 130.0 80.0 66.0 604 80.0 70.0 70.0 90.0 130.0 BOA 80.0 60.0 BD.O 70.0 70.0 90.0 130.0 80.0 60.0 80.0 B0.o 70.0 70.0 90.0 130.0 60.0 60.0 - - - - .704 70,0 00.0 80.0 - - - 70.0 70.0 60.0 BOA - - - - 70.0 70.0 60.0 60.0 _ _ - _ 70.0 70.0 60.0 60.0 -' - - 70.0 70.o - - 24' 30' 38° 42' 48' Be 68' 72° 78° 84' 88' 1. no 66,0 70.0 70.0 90.0 130.0 604 no 60.0 60.6 70.0 70.0 90,0 130.0 80.0 80.0 80.0 80.0 70.0 70.0 90.0 130.0 BOA 60.0 02.9 .82.8 70.0 70.0 90.0 130.0 60.0 80.0 46.3 46.3 70.0 70.0 00.0 130.0 ODA 80.0 - - 70.0 70.0 90.0 130A 80.0 80.0 70.0 70.0 Bob 1304 60.0 80.0 704 70.0 - 70A 70.0 - - - - 70A 70.0 - eaoa��ve - - - - 70.0 70.0 - - - - - - 70.0 70.0 - - 24" 3O" 38° 42' 48" Be 66° 88° 72• 78° 84" or 60" 80.0 BDA 70.0 70.0 90.0 ,30.0 604 60.0 no 604 70.0 70.0 90.0 130.0 80.0 80.0 80.0 60.0 70.0 70.0 90A 130A 80.0 80.0 - - 70.0 7a0 90.0 130.0 60.0 60.0 - - 70.0 70.0 90.0 130.0 BDA 00.0 - - - 68.6 127.9 -- aoaa�mae 79.7 118.1 aaaa�maai - - - - 70.0 70.0 - - - 70.0 70.0 - - - 70.0 70.0 - - 70.0 70.0 - - - - 7a0 70.0 - - 2 3° 3B' 42' 49' 80° or70.0 72' 78° Be or 80.0 60.0 70.0 70.0 f 30.0 no BOA 60.0 80.0 70.0 7mo 90.0 13x0 j 60.0 60.0 - 70.0 70.0 90. 136.0 60.0 60.0 70.0 70.0 90.0 130.0 60.0 80.0 90.0 130.6 88.8 127.9 - - - - - 79.7 116.1 - - - - 704 aaaa��ve - - - - 70.0 70.0 - 76.6 7,U- aaaa��as 70.0 70A _ - 70.0 70.0 eaaa�meo 24• 30• 42' 48' 94° �• 88` 72" 88' 84. Bao no 7cA, 7 940 136.0 8010 6a,! - - 7010 70.0 94b 1 Bra A 0 7SA 70.0 13 0 O6W 60.06 - - - - a= 13010 • - - i• r•.96.0• x130. - - - - - - 88.8 127,9 - - - - - - 79.7 116.1 - - - - - 70.0 70 - - - - - 70.076° - - - •-•89.6•&Y]2� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � L4 INCT-1 � . 0 a OaMUM AM LMMI VERTICALLY OR HOMONT LY AS WNS CM Br °ASaVFE. REMM It R •moi' 3 GLASS TYPES A, B & D. z a aaaa��rso aaae�sa�■e�e aaaa��ae vaors��aei aaaa��as eam��WME aaaa��vo aaaa�mao aaa�iam�aa�i ' aaoar��0e eaoa��ve aaaa�mas aava��va� aaaa�ma�s ■�ava� aaaa�sm■ae aaea�mee aoaa�mae aaaa�maai aaaa��■s aaaa�wis aaaammae aaaa�mee aaaa�ma�ea aaaa��ve aaaa��se aaaa��as eaaa�meo aaaa��ao aaaa��as aaoe��oo aaaa�i��aa � L4 0 a OaMUM AM LMMI VERTICALLY OR HOMONT LY AS WNS CM Br °ASaVFE. REMM It R •moi' 3 � L4 NOTE. ��amirma GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM; Ej3OQ-04•,,(3 SEC. GUSTS). AMW PRO13=1113WSm a g 96882 Ix c66mIYAffiwIW tIw F!�'e .1 �" y$ ` "rn Ito Ddiog,AN Tf k N. 1• QaoQpta¢uo NO II '}��.�•" Prod001' " drawing no. W07-49 �o FOR LOADS LESS THAN OR EQUAL TO 70 PSF MIN. GLASS BITE CAN BE 5/8°. a f GLASS TYPES A, B & D. z a NOTE. ��amirma GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM; Ej3OQ-04•,,(3 SEC. GUSTS). AMW PRO13=1113WSm a g 96882 Ix c66mIYAffiwIW tIw F!�'e .1 �" y$ ` "rn Ito Ddiog,AN Tf k N. 1• QaoQpta¢uo NO II '}��.�•" Prod001' " drawing no. W07-49 WOOD .. 6 4 •4a n 0 a r--- --..-- --------- 1MMM1-DARE COUNTY APPROVED II 1 MULLION & MULLION ANCHORS 1 ISEE SEPARATE NOA �I I 1 SEE it i! 2 00 O ii it 0 6' 8 ••• ••y • ••• •• a • d a TYPICAL ANCHORS 2 • 1-1/•"• • • • WR `G • TYPICAL ANCHORS ,V • ' 1BYJ SEE ELEV. a • • • • • • • • • • " WOOD BUC(C FOR SPACING • •• • •• • • I ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • SEE WOOD BUCKS AND METAL STRUCTURE NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. PICAL ORS' SEE ELEV. FOR SPACING 1/4° DIA. uLTRAGON BY 'ELGO' tF� 777 Kz;f Fy=tSS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 914 SMS OR SEF DRILLING SCREWS (GRADE 2 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) 112 SMS OR SELF DRILLING INSCREWS (GRACE 2 CIS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090' (NO SHIM SPACE) INTO CONCRETE AND MASONRY - 1-1 2" MIN. INTO METAL STRUCTURE - 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'n . 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. SHAT NTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. I r 6 gg drawing no. W07-49 MIAMI—DADE COUNTY APPRA CLIPPED NUWON SEE SEPARATE NOA� TYPICAL ANCHORS SEE ELEV. FOR SPACING fYi --= � I n SIN�a e1 I EXTERIOR � � N Q WINDOW WKHfI WIDOW WIDTH aM 4 TYPICAL ANCHORSSEE FOR SPACWG TYPICAL ANCHORS 2 Q MA1/4• MAX. SEE ELEV. FOR SPACING t/a° X © SHIMSt/a° SHIM Np. SHIM TYPICAL CHORS MAX y1 SEESP 6 � Wo, o 2 O ' v v METAL STRUCTUWRE WOOD WOOD STRUCTUR -all alopil EXTERIOR 18Y T f WOOD BUCKS c d d na. .a • s s � `' •• • • •XWSOW MOTH •..... .- . • • • • • • • • • Engrt AD I $ n Q • • • • • • • • • • • •:FLA PE witb the Flaft PRl/DUCf R13Vt� Si7 GO Code No • ••• • ••• • • t 1 *u, i{ ••• • • • • • • • ':-; � .-'•;-• drawing no. ' :. •: :. ' ': W07-49 ... . ...oi,^t.• sheet $ of g • •• •• • • • •• •• ••• • • • ••• • • FRAME .050 IO FRAME COVER .est .SS, .045 Fm 912 1.177 •BIL �7 .216— GLAZING 216 GLAZING BEADS (7/16" GLASS) .823 ,644 .oa6 .811 1.177 •s112 -:� � .1 e4 GLAZING BEADS (5/16" GLASS) •• •• • • • • • •• • • • • • • • • .389 • • • • • • • • • • • • • 0980 • • .81�z-•• •• •!190 .090 1.177 I N-.120 .184 • ••• • ••• • • • • • © 4ZING•LEG SPZM: GLAZING BEAD (INSUL. LAM. GLASS) • • to ••• • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • —1 PART j I QUANTITY DIGLCMPTION' MATERIAL MANF./BUPPLTBR/RBMARKB 1 I 584301 4 WINDOW FRAME 8083-T6 - 2 SW= 4 FRAME CGVER (OPTIONAL) e963 -TB 3 SWl1G8 4 GLAZING BEAD (7/18' MASS) 8063-T8 3.1 SN127 4 ALT. GLAZING BEAD (7/18' CLASS) 8083 -TB - 3A SW112 4 GLAZING BEAD (5/16° GLASS) 8083 -Te - 3.1A SW28 4 ALT. GLAZING SAD (5/18° GLASS) 8083-T6 - 3.2 SAV11e 4 GLAZING BEAD (INSLB.. (AN. 0IA58) 8063-T8 - 4 810 X 1-1/2° 2/ CORNER ASSEMBLY SCREWS CRS PH SMS S 938W AS REQO. EXTERIOR CLAZ64G GASKET (OUROMETER 385) SANTOPRENE CENTRAL PLASTICS 8 584113 AS READ. GLAZING LEG SPACER (MMMETER 365) SANTOPRENE CENTRAL PLASTICS 7 2/ UTE SERMG BLOCK (MIROMETER *67) EPOM M, CORNER DETAIL . IA .'" C1 'V8. SPR( FLX Pr N' 0 2 " H A H�k- 1.! 1: drawing no. W07-49 MIAA-H-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street; Room 208 DEPARTLVIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADINIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) av%v.miamidade.8ov/econom- SIW Impact Windows, LLC 975 S. Congress Ave, # 102 Delray Beach, Florida 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority (laving 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 AHI may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "500 " Aluminum Outswing Doors wlwo Sidelite or Transom APPROVAL DOCUMENT: Drawing No. W08-23 Rev E, titled "Series 500 Alum Outswing Entrance Door", sheets 1, 2, 3, 4, 4.1 through 12 of 12, dated 03-06-08 and last revised on Jun 07, 2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Renewal 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 Limitations: 1. See DP tables for X or XX in sheet 2. O/X or O/XX in sheet 3 & door w/sidelites (Narrow/Wide stiles) in sheet 4. 2. Max door leaf width mulled with sidelites in sheet I shall not exceed = 36-91/6". 3. Glass lites wider than 36" shall have two setting blocks per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: 'Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. see 600 TERMINATION of this NOA will occur after the expiration date or if there has been arevisipn or ctaar*o* in the Y.' materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eAmment bf atry produe%* • • for sales, advertising or any other purposes shall automatically terminate this NOA. FailgrAUromply wi4h any • section of this NOA shall be cause for termination and removal of NOA. • •. • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, �F'1Wa, and Followed by 111g.. • expiration date maybe displayed in advertising literature. If any portion of the NOA is AFs ayed,-$;a it shall... .. . . done in its entirety. 0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufidurer or its dktrjl Wrs and• shall be available for inspection at the job site at the request of the Building Oficial. • • • :so**: This NOA revises & renews NOA # 12-0223.05 (Former Security Impact Windows, LL llnd coni is of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. �:a,:m�aaoE cv ` iJrY NOA No. 13-0220.06 Expiration Date: May 22, 2018 Approval Date: April 25, 2013 Page 1 SIW Impact Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 12-0223.05) 2. Drawing No. W08-23 Rev E, titled "Series 500 Alum Outswing Entrance Door", sheets 1, 2, 3, 4, 4.1 through 12 of 12, dated 03-06-08 and last revised on Jun 07, 2012, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (Submitted under file # 12-0223.05/09-0115.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with installation diagram of aluminum Inswing / Outswing doors w/wo sidelite and transom, prepared by Hurricane Engineering and Testing, Test Report No. HETI 07-4339, HETI 07-4371, HETI 07-4371, HETI 07-4372, HETI 07-4373and HETI 07-4374 dated 01/03/08, HETI-08-2184A & B dated 10/01/08, HETI 09-2572A, HETI 09-2573 dated June 30, 2009, all signed and sealed by Candido Font, P.E. C. CALCULATIONS (Submitted under file # 12-02233.05) 1. Anchor verification calculations complying with FBC2010, prepared by Al Farooq Corporation, dated JAN 30, 2012 and last revised on May 08, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTMS 1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia, for "Saflex clear & color interlayer", expiring on 05/21/2016. F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/29/13, signed and sealed by Javad Ahmac4'01t • 2. Statement letter of conformance to FBC 2010 and letter of no finakipi 10terest,.PQWed by Al Farooq Corporation, dated 01/17/12, signed and sealed by Jqv#-.Amada E.E.: 3. Statement letter of Renewal without change, dated 02/12/13, issued b�:SiW impact Windows, signed by Abdiel Lopez. • • • • ' 4. Lab compliance as part of the above referenced test report. • 5. Addendum letter ref HETI-07-4374 dated May 06, 2008, issued by=, signeddhct sealed by Candido Font, P.E. 000006 • G. OTHER ' 1. This NOA revises & renews NOA # 12-0223.05, expiring on Miy,�2„20137 .... 2. Test proposal dated 05/01/08 and #07-3758 dated Dec 052007 ap rrpvcd by CCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No. 13-0220.06 Expiration Date: May 22, 2018 Approval Date: April 25, 2013 E-1 .6000. 6666. 6666. 6666.. 666666 ...... HEAT STREN'D GLASS \ .090' WTERLAYER BUTACITE PYB BY 'DUPONV -3/19' HEAT STREN'D GLASS m%113 17 I I \ \ GLASS TYPE 'A' 7/19' OVERALL LAM. GLASS 8' HEAT STREN'0 GLASS .090° OR .100" INTERLAYER �SENTRYGIAS BY 'DUPONT' —3/19" HEAT STREN'D GLASS 995 13 it 12 \ 1 a X21 (PLASS TYPE 7/19' OVERALL LAM. GLASS TEMP. GLASS JR SPACE 3/18" TEMP. GLASS OECORATNE PANEL AIR SPACE AIR SPACE 3/18" HEAT STREWD GLASS 5/32' HEAT STREN'0 GLASS 090' IMERLAYER .090' INTERLAYER BUTACITE PVB BY 'OUPONT' CBs VS BY 'DUPONT' HEAT STR GLASS BUTACIT r5/32" HEAT STREN'D GLASS Lm - K 121 A_►,TERNATE GLA7ING DETAIL GLASS TYPES 'A' 8c 'B' • •• •• • e • •• •• ••• • • • ••• • • SMS GRILLE MN. VARY PRpgUH.7'REN,EiaN�q �wNO tAe Plar{dn EX*ss IiHlpieANm Q� �rCamni.�` THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 500 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE ()X) LEAF DOORS W/O TRANSOM SEE SHEET 2. SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH ADA THRESHOLD NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ITUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). JBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEOMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR AWERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. • (S?E!�J/CTION 2003.&4. ti drawing no. DOW 995 DOW 99S �� j jj 6�q6691,0 13 •\ �~ 1 j • \ • I 21 GLASS TYPE�C'• i• • gala TYPE1, I' OVERALL LAM. INSUL. G17SS • • • q' OVERALL LAM: INSULAGLASSID, GLAZING OPTION3 • •• •• • e • •• •• ••• • • • ••• • • SMS GRILLE MN. VARY PRpgUH.7'REN,EiaN�q �wNO tAe Plar{dn EX*ss IiHlpieANm Q� �rCamni.�` THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 500 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE ()X) LEAF DOORS W/O TRANSOM SEE SHEET 2. SINGLE (0/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. LOWER VALUES FROM SIDELTTE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH ADA THRESHOLD NOT APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA ITUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). JBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEOMENT TO BASE MATERIAL. SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR AWERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. • (S?E!�J/CTION 2003.&4. ti drawing no. 39 3/8' MAX. BH I -L �4i' SILL � � gHPAD/�l.L 78" MAX. DOOR PADTH 4a� eV 1 Si@IGLE 13 33//4 SILL I 1 6LA8B - GLASS TYPE GLASS TYPES S, m^� ,yam m& G m^e^ al a1 acs C EXT.( /l _ 1 11 l- -T- I 1 D g mgo as, ss -3 e' e7- �a4{� Ll 0 ss-a/e' toB' i E \ I r , i I \ I 1 O I N Sot\pp f\pp N Q 78" MAX. DOOR PADTH 4a� eV 1 Si@IGLE 13 33//4 SILL 0 F 1 6LA8B - GLASS TYPE GLASS TYPES PRODUCTRENEwu Y mmP1FI+IBwIM tlx Flnrla Q aL • • •• • • tt EXT.( INT.(-)• .t+R IN�-)� Et.. IRT.(-) 1 t� No,O 022p,.04 HEAD ANCHORS AT STILE ENDS AT 3" O.C. 4+1Plntba Raie� r 8 (5) ss -3 e' e7- 70.0 / \ 0 ss-a/e' toB' i E \ I r , i I \ I 1 O Aglig SEE SHEET 11 FOR LOCKING OPTIONS 1 AT ACTIVE & INACTIVE LEAFS. fl 1 NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. v� \ II I / QyS�M to IE 3f 2 aom \ /A ?:Uy >a m ACTIVE_rT INAC 1 ACTIVE Ln iSURF3• fAmo ED PLED19 OR B FALSE MUNTINSUCRY MAX B `15 61/2- O GRILL DECORATIVE GRILL ik USED 29 9/18° MAX. a 8 MAY BE USED 28 9/18` MAX. in 8 SU CORNER ANCHORS � "miwnuft O.L. OPG. O.L OPG. AT ADA THRESHOLD ONLY 36 9/1C MAX. 38 9/18° Max. „ayN'* au 'Pj DOOR LEAF WIDTH DOOR LEAF YADTH SOL. ANCHORS AT STILE ENDS W (XX) (8)A73"O.C.� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOORS LOAD CAPACITY - PSF DOUHLE D OUT TRANSOM (XX) DOORS LOAD CAPACITY - PSF DOOR DIMS. Si@IGLE OUT TRANSOM (X) GLASS TYPES C' & 'D' LEAF WIDTH 6LA8B - GLASS TYPE GLASS TYPES �� DIUS.�y • • • •• • • DOOR DOOR EXT.( INT.(-)• .t+R IN�-)� Et.. IRT.(-) B0.0 �.0 - - ss -3 e' e7- 70.0 70, 80. Btlo • eoo• 80.D ss-a/e' toB' 7o.G 70.o Boo • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOORS LOAD CAPACITY - PSF DOUHLE D OUT TRANSOM (XX) DOOR DIMS. GLASS TYPE A' LEAF HEIGHT m R HEIGj1T 1379" GLASS TYPES C' & 'D' LEAF WIDTH WIDTH •,1.812" • • • • • • DA.O. HEIGHT (DOOR}. }} A HEIGHT.- ie" (1: TOP RA�., A" CT-:wL) D.L.O. WIDTH (DOOR) -LEAF•WIDTM - TW • • •• • • 60.0 80.0 B0.0 �.0 - - • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOORS LOAD CAPACITY - PSF DOUHLE D OUT TRANSOM (XX) DOOR DIMS. GLASS TYPE A' GLASS TYPE B' GLASS TYPES C' & 'D' �GRDOGR .(+ .(-) OG.(+) INT.(-) EXT.(+) INT.(GHtr7-3/a• 70.0 70.0 80.0 SO.o 60.0 80.0 B0.0 �.0 - - NOTE: m q GLASS CAPACITIES ON THIS SHEET ARE `d 8 D BASED ON ASTM E1300-04 (3 SEC. GUSTS) 4 $ AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 4 qo T INER droving no. W08-23 ✓� ,;� /�i! ��. �4':; sheet of 12 ANCHORS S 1/2- MAX. TRANSOM ENDS LOADS HELD/ - D • • FRAME/CLASS X26 �/1�' �d.OAI� -(6) AT TRANSOM ENDS ALL LOADS •, .m • 7• •• • • • • • • •• • • • !AW/Lew 3 �/fe" • WIDTH ••• • • • • • • • • DOOR LEAF (0/X) QaM . ... . ... . . 8: WIOTH ... . .. . . . . . . . . .. . . .. . . 24• 70.0 70.0 804 80.0 BOA 1 60.0 •. •.• ••.. . 30• 70.0 • .. •• 00 • •• •• .•. . • . .•• . • 73 3/8" MAX. 13 3/ MAX. HEAD SILL u 1. .I _'I ___7411,7 ___"__ ii O II I� i I t LIT I I SINOLS OR DOUBLE DOORS WITH TRANSOM CAPACITY - PSF FRAME/CLASS -(6) AT TRANSOM ENDS ALL LOADS TYPE .A� GLASS TYPE •g GLASS TYPE .C. 'D' TRANSOM DOOR TRANSOM QaM NOTE: 8: WIOTH HEIGHT HEIGHT EXT.(+) INT.(-) EXT.(+) PkODUCT RCh('P(�y ` 24• 70.0 70.0 804 80.0 BOA 1 60.0 72' DAde rameaeucsBacals� 30• 70.0 70.0 79.4 79.4 60.0 80.0 (XX) 36" 704 70.0 76.8 76.8 60.0 NA 98' 24' i 70.0 74.2 INACTNE 80.0 80.0 I ACTIVE 30f 70A 70.0 SURFACE APPLIED B - (XX) 0.LSE MUNTINS OR 683 DECORATNE GRILL 68.3 80.0 80.0 MAY BE USED 29 9/19" MA%. D.L. OPO. 783 753 - - 36 9/19' MAX. DOOR LEAF WIDTH SIL AT 72.4 (O/XX) SINOLS OR DOUBLE DOORS WITH TRANSOM CAPACITY - PSF FRAME/CLASS -(6) AT TRANSOM ENDS ALL LOADS TYPE .A� GLASS TYPE •g GLASS TYPE .C. 'D' TRANSOM DOOR TRANSOM QaM NOTE: 8: WIOTH HEIGHT HEIGHT EXT.(+) INT.(-) EXT.(+) PkODUCT RCh('P(�y ` 24• 70.0 70.0 804 80.0 BOA 1 60.0 72' DAde rameaeucsBacals� 30• 70.0 70.0 79.4 79.4 60.0 80.0 (XX) 36" 704 70.0 76.8 76.8 60.0 NA 98' 24' 70.0 70.0 74.2 74.2 80.0 80.0 78' 30f 70A 70.0 714 71.0 60.0 BOA (XX) 683 88.3 68.3 80.0 80.0 70.0 783 753 - - 72• 70.0 72.4 72.4 - - (XX) 70.0 70.0 70.0 - 7Tffi' F24-67.4 67.d eza sza - - 78" 64.8 64.6 64.8 - - (a) 62.5 62.5 62A - - 39 3/8" 08' 70.0 BOB 804 80.0 60.0 39 3/8• 108" 36" 70.0 70.0 80.0 BOB - - ANCHORS -(6) AT TRANSOM ENDS ALL LOADS c•H a D.L.O. HEIGHT (TRANSOM) TRANSOM LEAF HEIGHT - 10' ` n V D.I-O. WIDTH (TRANSOM) TRANSOM LEAF WIDTH - 10• QaM NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING PERIODS OF HURRICANE WARNING. ritWf I-t�• U PkODUCT RCh('P(�y ` H Q C1 ^N 0 Codi aD6tdtp1s�lAa X1� a N 4t/as EaatixZ� •oG N t��j DAde rameaeucsBacals� �II�I tt.4oerobtoa xRb My l I ISI I 3' MAX. 'n H SILL CORNER ANCHORS AT ADA THRESHOLD ONLY ANCHORS AT STILE ENDS 3. O.C. . Ari ... • �: gpt2 o 4 C drowtng no. WO$ -23 169 3/4' FRAME WIDTH 12' 13 3/4' 3� ry ANCHORS S 1/2' MAX. MAIL 6"HEAD A _�. .Y� 11` ^B�HEEADD o HEAD SILL I SILL - CORNERS i �- R O WIDTH Hmw nu II 0 K 1i 1i / q u \ PRODUCTUNR*60 NARROW I 11 / 0 p \ �WvMa akl tAt $ 1` _ _ \ 4b& Sn1ELITE - ?uj' - = �'= n u Ace4PLea Ne Ex d0a Date K 11 NARROW /11 tl u \ By C �` I SD£UTE II DOdf �. O a1 SIss 2s ____; t==== =T ___- u all WIDE 9 "t� 6 Or --SMEUTE -_ -====Y O ffiQ - ro 2S �� Nn -- 4- - zit.--- / ?lIDR86?R8Y18FB �N iv mow a 11 \ I I / 88 with IIAI Mm1Qt o •• O1 11 \ 11 11 �f / ►M -022 �� I 1i \ / tai wai^eetc� Z \ D /Z ACTIVE rl 06 SURFACE APPLIED - B 1n rn =-.O FMAY BE USED D.L OPO. 26 9/18' MAX. 3. 3• (ALSE MUNnNS--/ )HORS D.L OPO. AAY NARROW/WIDE 36 9/18' MAX. SfOEUTE LEAF iflbTH DOOR LEAF WIDTH SILL ANCHORS AT STILE F1JOS 1 1/4' (8) AT 3" O.C. DOOR WIDTH NOTE: (OXXO) sloop' FOR DOOR/GLASS CAPACITIES SEE SHEET 2. F i FOR SIDELITE CAPACITIES SEE CHART AT LEFT. NOTE LOWER VALUES FROM DOOR OR SIDELITE CHART FLASH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD WILL APPLY TO ENTIRE SYSTEM. AND SILL DURING PEwoos of HURRICANE WARNING. M REINF. AS REDD. © SIDELITE LEAF WIDTH SIDEL.ITE WIDTH - t 3/8' O 0 ar SEE CHART -\ a m u c w • • NARROW SIDELITE WI"DIOOR WIDE SIDELITE Y11DTH DOOR LEAF WIDTH SEG • DOOR WIDTH DOOR WIDTH '. SSP \�;j,,,*owIng no. SEE SHEET 2 SEE SHEET 2 / ' F��R: W08-23 WIDE STILE FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO *70.0 PSF NARROW STILE SIDELITE WITH ODOR SIDETITE WITH DOOR DESIGN LOAD CAPACITY - P8F $IAELITES WITH SIN01-E OR DOUBLE LEAF DDORS OLAB$ TYPE 'A' (SSE NOTE BELOB) GLASS TYPES CLASS TYPE 'B' 'C' & D. NARROW STILE NARROW 8TIL6 NARROW BTDE, WIDE STILE TVIDE STUB SIDEUfE DOOR 81DEU'PE 8IDEL1T6 SIDELITE SIDELITE B/0 RBTNF. WITH RBINF. W/0 REINF. B/0 REDVF. INCHES INCHES EM.(+) INL(-) EXT.(+) INTj-) E1Ci'.(+) WT.(-) EXI'.(+) 3D sao soA �.o eoA ao.o eoA �.o �.o 38 80A 80.0 80.0 b0A B0.0 8a0 80.0 80.0 42 80A 80A SOA 80.0 80.0 Bao 80.0 80.0 48-7/B 60A 80.0 80.0 BOA 80A SOA - - 48 80 SD.O HOA BOA 80.0 �A BOA - - S2 73B 73A 73.8 7JB 73B 73B - - S4 71.1 71.1 71.1 71.1 71.1 71.1 - - SB 88.8 88.8 88.8 8aB 88.8 �.6 - - 80 84.0 84A 84.0 84A 84A 84A - - 30 8a0 80.0 8a0 BOA �A BOA 80.0 80.0 38 80.0 80A r Bao �.0 80A 80.0 80.0 a2 aD.o eao aoA eoo eao Boo eoo 48-7/8 80.0 8OA SOA BO.D 80.0 - - 48 84 Bao SILO Bob �.0 8SL0 - - 82 7SB 73B 73B 73.8 73.8 - - 84 71.1 77.1 71.1 71.1 71.1 - - SB 88.8 8a8 �.fl80 84A 84.0 84.0 - - 30 80.0 80A 80.0 80.0 80.0 8D.0 BOA 8a0 38 B0.0 BOA 80A �.0 BOA B0.0 80.0 Bao as eD.o eO.o aoA mo Bo.D �.o - - as -7/s eo.o 1�.a eaA m.D eo.o Boo ^ - 48 8t1 80.0 80.0 80A 80.0 80.0 BOA - - 62 73.8 73B 7JB 73.8 73.8 73B - - - 64 71.t 71.1 71.1 71.1 71.1 7I.1 - - >SB 8&8 88.8 88A 88.8 Bab BB.B - - Jo soo eoA BOA w.o aao soa aD.D eD.o 9e soo eao 80A BOA eaD e0.0 80A sao 42 Bao 80.0 SOA 80.0 8a0 80.0 - - 48-7/B 98 8a0 80.0 80.0 8a0 BOA BOA - - 48 80A BOA 80.0 80A 8a0 Bao - - 62 73.8 73.B 73.8 73.8 73B 73.8 - - Sa 71.1 71.1 71.1 7f.1 7t.1 7Li - ^ so Bo.o eaa aoA Ii0.0 aao 110.0 �.o 9e eD.D w.o Bob eao - BD.D eD.D eD.o eoo 42 97-g/a 80ova .0 BDA 80.0 80.0 80.0 SOA - - 48-7/8 80.0 80.0 80.0 86.0 aO.D 80.0 - - 48 80.0 80A k73-A B0.A-ba73B 73B 73.1 4175.1 af73.• • -•JDeooBo.o38 80.0 BOA 80A •80.1 •�A • -• -• 42 102° SOA -!48-7/8 T8.7 7a7 S0.O BOA 80.048 747 74J BOA 80A 80.0 - - 3O 78.7 79i 80001080.0 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 38 4a 96-7/e 48 108• IiOA •9Pi - • - • 732 79 80A 80A 79 A.0 -• • _• sz7 67r las• 79A a1i i'+•1 • - •• -• 83.7 83.7 71.2 712 88� � 82B 82B 70.9 70.3 87B • -• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I F1 it A A 1 + A I A I A art�gyy � S a SINGLE LEAF DOORS WITHOUT SIDELITES. 2 S1 a SINGLE LEAF DOORS WITH SINGLE SIDEUTE AT Q EITHER SIDE OF DOOR. LL O N1 U cB3 U v v v n n cn (A) O O sv v v n n c • o c • Al APPROVED CONFIGURATIONS / • • • • • • \ • CL • • • • • • a 78" e 38 3/8" • • • • • fVDMDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS • • • • a • : • USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. \C • • • LOWER VALUES FROM DOOR, SIDEUTE, MULLIONS OR PRODUCTS USED WILL APPLY TO 'A FIOe,• ENTIRE SYSTEM.QF" sv v v n n c • o c • Al APPROVED CONFIGURATIONS / • • • • • • \ • • kam•/ • • • • • • • a 78" e 38 3/8" v v v LL $� n of LL � DOUBLE LEAF DOORS WITHOUT SIDELITES. Ci DOUBLE LEAF DOORS WITH SINGLE SIDEUTE AT �o EITHER SIDE OF DOOR., P40DUCP�p �pj tt++yy �7C�idep� �� pant L'4b tle• Ndl ' C$zg c Uzv d a8M A >- PReDUCe uvls8u rt. n g A-VoiEft^a — �o uy I II I I I I�I�I SINGLE AND DOUBLE LEAF DOORS WITH TRANSOMS AND WITHOUT SIDELITES SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS SEE SHEET 4 FOR SIDELITE WIDTHS • • • • • • • O.LO. HEIGHT (SIDEUTE) = LEAF HEIGHT - 12" (4° TOP RAIL, 8' BOT. RAIL) • • • • D.L.O. WIDTH (SIDE LITE) - LEAF WIDTH - 10° (WIDE STILES) • ••• • • • • • D.L.O. WIDTH (SIDE LITE) =LEAF WIDTH - 8' (NARROW STILES) '++llJJi E r JAY t �! • •••""Ax• • ••• • Al APPROVED CONFIGURATIONS • • • • • • • • • • • • • ORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS • • • • • • • • • • • • • • • fVDMDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS • • • • a • : • USING MIAMI-DADE COUNTY APPROVED MULLION IN BETWEEN. \C • • • LOWER VALUES FROM DOOR, SIDEUTE, MULLIONS OR PRODUCTS USED WILL APPLY TO 'A FIOe,• ENTIRE SYSTEM.QF" • • • ••• • • • •• •• • • • •• .• ANCHORS 18Y OR 28Y NEPAL EvaTaNs ympp eutXts srRucTURE DOOR DETAILS �V� SPACING SEE NOTE BELOW P UFS Ed. �- E00 ' b1ST. ro.: °.. It .COg'C. Q` 95 0 (a4 18 11 -t-t 15 16 2 TYPICAL ANCHORS a 1YPiCAL ANCHORS n g TYPICAL ANCHORS SEE ELEVA79M SEE ELEVATIONS SEE ELEVATIONS Q 4 Oi j 4 FOR SPACING FOR SPACING FOR SPACING BOLT TUBE W, 0 1 12 TYPICAL ANCHORS: SEE E1.LV. FOR SPACING Fe 5010 PSI AIN. <`�1 5 AT HEAD AT STM. SILL AT ADA SILL AT JAMBS SUBSTRATE MIN. EFTBEO. MIN. EDGE DIST. MIN. EMBED. MIN. EDGE DIST. LIN. EMBED. MIN. EDGE DIST. MIN. EMBED. MIN. EDGE DIST. 1/4" DIA 3/4" � •0 NA BY 'ELCO' MASONRY NA NA NA NA NA NA 1-1/4" 2-1/2- (F.-177 KSI, FY -155 KSQ CONCRETE 1-1/4" 2-1/2" 1-3/4" 2-1/2" NA NA 1-1/4" 2-1/2" "13Y 1-1/2" - 4" E,D,Y MASONRY NA NA NA NA NA NA 2-1/2" (Fu -177 KSI. Fy-155 KSI) CONCRETE NA NA NA I NA t-1/4" 2-1/2" 1-1/d" 2-1/2" 1/4" DIASELF DRILLING SCREWS METAL 1/8" 3/4" NA NA I NA NA 1/8" i 3/4" (GRADE 5 CRS) 0 0 as 2 - --- - POURED & HARDENED HUGH STRENGTH GROW WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY o C-90 HOLLOYt/FOlED BLOCK fm - 2000 PSI MIN. CONCRETE Pe a 3000 PSI MIN. METAL - 1/8" MIN. THK. STEEL Fy - 38 KSI MIN. MNMI-DARE COUNTY APPROVED MULLION 1/8" MW. THK. BY OR 23Y WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. ADA THREST30LD OPERABLE UNITS :TRACON 4a - 1 03611a Fe 5010 PSI AIN. <`�1 5 1 3 � Etq(tj f� .i �0582'� �,' /-NOTSMYSI,.� _I CNS SHEAR S � •0 drowing no. LOAD B(SCUDSSHIMS © v ��9... QjIttLCi61k�.�`i�•ti 1$:: i.:. OPTIONAL TO GROUT) i ' 1 • • • • 000 0 0 as 2 SEE STD. SILL •• • ••• • OPERABLE UNITS (APPROVED FOR WATER RESIST ••• • • ••• • • • • • • • • • • • • • •• •• • • • % •• ••• 0 0 0 000 0 • WOOD - 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. - 0.55 MIN. MASONRY o C-90 HOLLOYt/FOlED BLOCK fm - 2000 PSI MIN. CONCRETE Pe a 3000 PSI MIN. METAL - 1/8" MIN. THK. STEEL Fy - 38 KSI MIN. MNMI-DARE COUNTY APPROVED MULLION 1/8" MW. THK. BY OR 23Y WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. ADA THREST30LD OPERABLE UNITS :TRACON 4a - 1 03611a "if THC �' 1 3 � Etq(tj f� .i �0582'� �,' .;:. � (� ,,b .ft ,eJ�E�yji;5;" S � •0 drowing no. W08-23 ��9... QjIttLCi61k�.�`i�•ti 1$:: i.:. sheat 8 of 12 C UtS O X,_,4. 25 AT 12' O. MAX. 1S 18 �J \WJ •• • • • • • • • • L MNS"a ALTERW F I RANSOM oil N z 08 • I • • • • • . . . . .• . . .. . . RILL •. • .• • • • 0 OPERABLE DOOR WITH TRANSOM �aM ••• e • • • ••e • • •• • • • • • • • • L MNS"a ALTERW F I RANSOM N z 08 g �4 0 0 �N �aM 9 z d a U m N PRouu[TBSNE'k'Fy ftwuOr ugvmo tlY{vvrN6 UIe F1atM,. ANCHORS INTO WO. MASONRY OR CONC. EnQr. AQ *WD OD 1/2' MAX. SHIMS FOR WIDTHS UP TO 48' MAX. SHIMS FOR WIDTHS ASW 46 .t,.' •:I%•^ , °" qz' � ANCHORS INTO METAL. STRUCTURES 3/8' MAX. SHIMS FOR ALL WIDTHS • c �R .•ter a k4` � drewing no. rMCAL ANCHORS tBv TYPICAL ANCHORS 1� SIDELITE DETAILS �u SEE ELEVATIONS Ed FOR SPACING W000 BUCK Ed. FOR SPACING WO0D SUCK •1: Gj j � • ?ice A:• � a� � - z 'm 15 18 2 � 15 18 9 P q ALTERNATE q O i i. L 1m Ijl N I I o zvlGj L ggHCL LL II tl8 C� NNEd:O A w i YT C! ^�ZZo bG n ' °goo � 5 wib ltlt ALTERNATE i 1 5 8 • • • • • • • 11 15 18 • • • < m o o w 18 • • • • 18 � O • • • • • N ,f 117111/ . ____... ..........P vo ' ' Ed. •• ' •• • v • ___F_Ap� • • • • •' °.• ° Ed. 'a' ..—...........{ .. TYPICAL ANCHORS .S££ £LEVATIOId3 i 'g:'• • • • • • • FOR SPACING t jsee 0 yf G; ,1' droWing no. STATIONARY UNITS (SINGLE SIOWTt) �i• '6/:�N (ga .. r she.t 8 of 12 • • • • • • • • • • 000 0 • 0 000 0 0 61 TYPICAL ANCHORS FOR SIDEUTE WIDTHS UPTO 48' SIDELITE DETAILS I �y � I 1/4• DIA. ULTRACON B/18' OISELA. ULTRACON FOR SiDELITE WIDTHS ABOVE 48' 1/4• F DRILUNO SCREWS FOR ALL WIDTHS SEE M. FOR SPACING Q 1/2" MAX. H SHIM O NARROW8 K UTE 9t/ O NARROW 012 SMS -AT A2° FROM ENDS G 8 o5 ci . S O 0. 14 $ ti a4 18 8 - -- - L6 3 7 2S D.L.O. NARROW SIDEUTE LEAF WIDTH DOOR LEAF WIDTH $ N N SIDEUTE WIDTH EXTERIOR DOOR WIDTH o " C TYPICAL ANCHORS 1/4" DIA. ULTRACON FOR SIOELITE MOTHS UPTO 48' gqj�!l��j 8/18' OU. ULTRACON fOR SIDELITE WIDTHS ABOVE 48" 1/4• SELF OH SPA SCREWS FOR ALL WIDTHS L. FOR 9PAC81G SEE EEV yP �p t� n a m N 1/2" MAX. S DE wet tWIDE 6 °r' 8 O SIDELRE © SMWE Wn+Ba► D� N •Y 4 4m nn •• • ti i i ••• •DA-&- • • • • • • �WD� �l�1RE �I • ••• • ••• • • ••• • • • • • • • • • • • •• • • •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 EXTERIOR •gjA.'Pw �7089{iL'Vfi�y.� 4.412 4.413 1.675 .094 IVP. L .0941YP. 076 .Iso .7501.575 o 1.750 1' 1.000 O SHEAR CUP 2 337 o 52 2.122 -M .956 M- 064 t FRAME HEAD1.750 + .094 2.267 LA 4.040-----.750 A .164-� 1.596 2,000 .076 u ,IAMB/MULL ADAPTER O FLUSH BOLT BLOCK .125 IVp, .662.123 e HINGE/LOCK STILE �- -T 1.000 1.365 1•�0 1.365 2.040 .082 � 1.238 .078j]1.� .076 12 z I INTERIOR GLASS STOPS DOOR FRAME HEAD/SILL FRAME JAMB TOP/BOTTOM RAIL BOTTOM RAIL ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 101 .662 1.196 _ .050 .603 '050 1.365 .922 1.365 144 1.116 13 1C3A EXTERIOR GLASS STOP 1.250 .299 1.839 .150 t9 DOOR ASTRAGAL 102 so0 4A00 THRESHOLD/SILL .500 - 1 1- F1.750 LM STEEL REINF. PROnwr aLft gMAmptltM ONM/4�=��'�T��6 FWSUCTUVMD Z=Wmol W*h dopbdu Cr • t25 f4 TYR a 7 SIDELITE SASH STILE �•' meq- .' �'": 1.076 2.158 094 1.630 no DOOR TRANSOM ADAPTER 5 • • .070 • • • • • • • • •.071 • •• • • • • ••• • • 1 • • SNAP @OVER • • .. •. • • • •• • • • • • • • • • 9 JAMB SCREW COVER ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 101 .662 1.196 _ .050 .603 '050 1.365 .922 1.365 144 1.116 13 1C3A EXTERIOR GLASS STOP 1.250 .299 1.839 .150 t9 DOOR ASTRAGAL 102 so0 4A00 THRESHOLD/SILL .500 - 1 1- F1.750 LM STEEL REINF. PROnwr aLft gMAmptltM ONM/4�=��'�T��6 FWSUCTUVMD Z=Wmol W*h dopbdu drowing no. W08-23 Cr • + f4 a �•' meq- .' �'": drowing no. W08-23 LOCKSB ACTIVE LEAF: DIMON 81: 3 POINT LOCK ASSEMBLY (FATS=) BY 'ADAMS RfTV WITH 4018 THROW BOLT AT 35-1/2' FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION A2; LOCK ASSEMBLY (KL4027 & KP4028) BY 'KWRKSET' WITH THROW BOLT AT 35-1/2' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR MANUALLY OPERATED FLUSH BOLTS LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP. ,(TION 03: I.00JN ASSEMBLY (WS110-STA�Tt•BY •A • WITH THROW BOLT AT 35-1CTED /�(-yFCROM SOW� • • KEY OPERATED ONFLUSH BOLTS NEEXTERIOR ARD 7HUIdI INTERIOR AND ENGAGING FRAI�E�4t HF� riti INACTIVE LEAF CONCEALED FLUSH BOLTS (FB -1202-914) BY 'SULUVAN & ASSOC.'''''�••�•• MANUALLY �ERATEO LE = ATC • • • INSIDE FACE OF LEAF ST OU AT • • 13-1/2' FROM BOTTOM •T4 TAP • • NOTE: LOCKS MBE ENGA&ED OWN • • • UST PERIODS OF HURRICANE WARNING. HINGES 4Sr. STEEL BUTT HINGES (OSO4N8 OR S44HO) AT 13' FROM TOP AND BOTTOM ENDS AND 26-8/8' O.C. MAX HINGE ATTACHED TO DOOR FRAME AND DOOR STILE USING (4) 812 X I' FH MS 3 HINGES PER LEAF UPTO 8/8 HIGH DOORS 4 HINGES PER LEAF DOORS HIGHER THAN 8/8 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • 000 0 • PART B READ. DESCRIPTION MATERIAL MANF,/SUPPUTR/RBNARKS SMALL JOINT SEALER. mauc9.1T>tiy m WDF-023 AS READ. FRAME HEAD 8083-T8 - OW -013A 1 DOOR FRAME HEAD/SRA. 8083-T8 - t 5 4., • DW -008 2/DOOR FRAME JAMS 8083-T8 OWF-002 1/ LEAF DOOR TOP/BOTTOM RAIL 6063-T6 DWF-003 1/ LEAF DOOR BOTTOM RAI. 6063-76 DWF-001 2/ LEAF HINGE SOLE/LOCK SME 6003-T8 - OWF-010 2/ LEAF SIDEUTE SASH SRUE SOBJ-TB - OWF-009 AS READ. DOOR TRANSOM ADAPTER 6083 -TB - LL OWF-011 AS REOD. SCREW COVER 6083-75 - �} DWF-DOB AS REDD. DOOR ASTRAGAL 6083 -TS OWF-012 AS REGO, SNAP COVER 8083 -TS - DWF-005 AS READ, INTERIOR GLASS SIS' 8063-T5 - is p'L 46 MWF -024 AS READ. INTERIOR GLASS STOP 6063-T5 - O O MWF -004 AS REDD. EXTERIOR GLASS STOP 6063 -TB - 3 4' SIW533 AS READ. I EXTERIOR GLASS STOP 6063 -TB -i III DWF-007 AS REDD. DOOR JAMB/MULL ADAPTER 8063 -TB - ' 0 32082 - FOAM -RTE W'STRIPPING VINYL AMESBURY F Q225XISO - O-LCN 2 W'STRIPPINO VINYL SCHLEGEL _ 5101-8 AS REDD. GLASS STOP GASKET SANTOP14M BY CENTRAL PLASTICS 187 x .320 HT. AS ROD. FINSEAL PILE W'SRRNPINO ULTRAFAB 167 x.200 HT. AS ROD. RNSEAL PILE W'STRIPPNG - ULTRAFAB #8 X 1/2' - ASTRAGAL SCREWS PH SMS - AT 4' FROM ENDS & B' O.C. p ,.., #8 X 1/2' AS REOD. GLASS STOP SCREWS SELF DRILLING - AT e' FROM ENDS & 15' O.C. MAL 012 X 1-1/4' - FII. PANEL SCREWS PH SMS - AT 6' FROM ENDS & 17' O.C. MAX w AS REDD. SHEAR CLIP ALUMINUM M SO44HD 4/I.EAF BUTT HINGES - STAINLESS STEEL Z to LL7 - AS REQM. MULLION REINFORCING STEEL a 012 X 2' 2/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS I- Z V 5 012 X 4' 1/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS dU m N ®12 X 1/2' AS REOD. HINGE ASSEMBLY SCREWS ST. STEEL FH MS TYPE 23 9,4 20305 AS REOD. THRESHOLD/SILL 6083 -TS - OBD19AVJS AS REDD. DOOR BOTTOM SWEEP AU1N/YNYL BY CRL S9Y 821 - FLUSH BOLT BLOCK BO83-TB -,uji°7 #2 - FLUSH BOLTS - SULLIVAN & ASSOC. M1805S - 13 PONT LOCK - ADAMS RITE nil I I I I I SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. mauc9.1T>tiy m PRODUCfRIiNEWEp •+ �akAi3cF hft A- Cadlpfib t9�Plp�a �2- Z •f' t 5 4., • <• r . drowLt9 no. I W08 -2311 /2° NUT Q . �V F�AZ ro a 1/8' THK. ALUM PLATE 1/2' THREADED ROD / / a Sou FRAME TOP CORNER a DOOR TOP CORNER TRANSOM CORNER O <M m ZN� ®8 X 1/2' FH MS 2 PER 0 mn lyl/I n, c� m N � N } PROliUCT R r,,o M E o aar eaidebNd. Aa�sa No �-6220.OL Bugg L= S° X 1-7/8' X 1/8' • R N ALUM ANGLE o ^� •• ••• • • • • • •• 1-1/4"WIDE �_ �E • • • • • • • i • �fM$HOLD CORNER • • • • • • • • • • • JtgiRleYLQ i�Y� :• �wN9lOe l4ort�+. 5t.t�}lU.: g zz FRAME BOTTOM CORNER DOOR BOTTOM CORNgiR i • • • • i • • • i • • • \�;4 ,'L drawing no. Q b... • • • • • • • • • • ••• • • • ••• • • M1AN_ il•DE NIANn DADS COUNTY e PRODUCT CONTROL SECTION DEPARTIMENT OF PERYllTTING, ENVIRONMENT, AND REGULATORY 11805 SIV 26 Strut, Room 208 AFFAIRS (PERA) Miami, l•'lorlda 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wymmiamidade.gov/pera! SIW Impact Windows, LLC 975 S. Congress Ave. # 10.2 Delray Beach, Florida 33445 SCOPE: This NOA is being issued Forder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have. this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHI may immediately revoke, modify, or suspend the use of such product or material withiii their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the E igh Velocity Hurricane Zone. DESCRIPTION: Series 19600 KM"Aluminum Sliding Glass Doors (Dry glazed) w/wo Reinforcements APPROVAL DOCUMENT: Drawing No. W12-24 Rev A, titled "Series 60OKM Alum Sliding Glass Door (LMl)", sheets 1 through 12 of 12 dated 05-25-12 and last revised on AUG 31, 2012, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: i. See Design Pressure ratings in sheet 3 for unit sizes Vs reinforcement & Sill adapter options. 2. Min Three (3) tracks are required for all configurations. Optional 4 -tracks & 5 -tracks may be used. 3. Max. Panel width not to exceed 48" wide. Max. numbers of panels with Non -reinforced (Residential series) is limited to four (4) panel's wide units having overall max. 189-3/4" unit frame width. Reinforced (Hi -Rise series) may be niulti-panels configurations, not to exceed 24'8" (288") overall continuous unit frame width. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. 0000 TERMINATION of this NOA will occur after the expiration date or if there has been a:reyAQn or chalet in the* materials, use; and/or manufacture of the product or process. Misuse of this NOA as an enSorsement or?!~ ;)roduuct, for sales, advertising or any other purposes shall automatically terminate this NOA. Failu�e imomply will, any section of this NOA shall be cause for termination and removal of NOA.• • • • • • 0000 s • • • ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, ftrgl a, and% MM.ved by NV • expiration date maybe displayed in advertising literature. If any portion of the NOA1% diSQlayed.lftf4it shall 9l1d'• •• •• done in its entirety. •• 0 0000.0 0000.. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufadur& dr its distribytors an4..;. shall be available for inspection at the job site at the request of the Building Official. • This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned aboyep • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. 0000 NOA No 12-0611.03 Expiration Date: August 31, 2017 Approval Date: September 06, 2012 Page 1 SIW Impact Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12-24 Rev A, titled "Series 60OKM Alum Sliding Glass Door(IAM', sheets 1 through 12 of 12 dated 05-25-12 and last revised on AUG 31, 2012, prepared by Ai-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 and TAS 202-94 Along with installation diagram of OXXXXX and OXXX aluminum. reinforced/non-reinforced Sliding Glass Door, prepared by American Testing Lab of South Florida, ATLSF # 1.222.01-11 dated 04/27/12, signed and sealed by Henry Hatem, P.E. Note: This file has an addendum letter #2, dated 08-30-12 issued by ATLSF, signed and sealed by Henry Hatem, P.E. C. CALCULATIONS 1. Anchor verification calculations complying with FBC2010, prepared by Al Farooq Corporation, dated JUN 11, 2012 and last revised on 08/31/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies Nv/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNernours & Co., Inc. for their "DuPont Sentry Glass Q interlayer", expiring on 01/14/17. 2. Material properties data sheet of Santoprenel2l-67W175 glazing gasket supplied by Central Plastic Inc. 0000 F. STATEMENTS • see* • 1. Statement letter of conformance to FBC 2010 and letter of no financial ihtelest, prdpdfdd by Al Farooq Corporation, dated 06/04/12, signed and sealed by Javad A�jji P.E. • e • • 2. Lab compliance as part of the above referenced test report. see • • 3. Addendum letter dated May 30, 2012, issued by American Testing Lads o€South MAM, signed and sealed by Henry Hatem, P.E. • •; • •; • • •; • • 0000 .. G. OTHER ; • • ; •; • 1. Test proposal # 11-0569 dated 06/14/11 approved by BNC. 0000.. ,r` G pgf 04g _ • e 0p Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0611.03 Expiration Date: August 31, 2017 Approval Date: September 06, 2012 E-1 0000.. 0000.. 0000•. es•e. *sees assess esse•e •0000• ,Qa THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 'BOOS' ALUMINUM SLING GESS DOOR SLING GESS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 3. THIS PRODUCT HAS BEEN DESIGNS• Al"IESTID'R1 COMPLY 1MTH•THE •• REQUIREMENTS OF THE FLORIDA BUILDING 0000 INGLUDWG•HIGN VNLOOP Y HURRICANE ZONE (HVHZ). • • • • • • • • • • •• •• • • ••• • WOOD BUCKS BY OTHERS, MUST BE ANCHORE& 4PENLY•TO ORANSFER • 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. ANC HO" OR LOADING DITIO%%NPT SHOWN IN TV,%DETAILS ORE • NOT PART OF THIS APPRO�AL • • •• • • • • A LOAD DURATION INC •1t USEQ IN OFSid c: ANC�IORS INT&* VOD 4NL2 MATERIALS INCLUDING BUT NOP LIME" TO STEELAL"REWS. THAP • • COME INTO CONTACT WITH OTHERDISSIMILAR&VERIALS SHALL MESTQM • REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • TYPICAL ELEVATION NON—REINF RESIDENTIAL SERIES (MAX. 4 PANELS) DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT — 7.375' D.LO. WIDTH PANEL WIDTH — 6.625" DOOR HEIGHT PANEL HEIGHT + 1.875" •e®pTuieal•db�M t o_o H4MuadMde � drawing no. W12-24 DOOR WIDTH HEpp/gu, CORNERS ANCHORS IN PAIRS AT HEAD/SILL/JANBS 20' MAX. 6' 6' A EACH LOCATION SHOWN HEAD/SILL 71 11 11 II 11 II II II n _ I ii g II Il B FALSE MUNTIN 41 3/8' 41 3/8' OPTIONAL WEEPS AT CENTER OF O.L. OPG. D.L. — 48' MAX: EACH PANEL 48' (MAX) PANEL WIDTH THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 'BOOS' ALUMINUM SLING GESS DOOR SLING GESS DOOR DESIGN LOAD RATING FOR DOORS TO BE AS PER CHART SHOWN ON SHEET 3. THIS PRODUCT HAS BEEN DESIGNS• Al"IESTID'R1 COMPLY 1MTH•THE •• REQUIREMENTS OF THE FLORIDA BUILDING 0000 INGLUDWG•HIGN VNLOOP Y HURRICANE ZONE (HVHZ). • • • • • • • • • • •• •• • • ••• • WOOD BUCKS BY OTHERS, MUST BE ANCHORE& 4PENLY•TO ORANSFER • 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. ANC HO" OR LOADING DITIO%%NPT SHOWN IN TV,%DETAILS ORE • NOT PART OF THIS APPRO�AL • • •• • • • • A LOAD DURATION INC •1t USEQ IN OFSid c: ANC�IORS INT&* VOD 4NL2 MATERIALS INCLUDING BUT NOP LIME" TO STEELAL"REWS. THAP • • COME INTO CONTACT WITH OTHERDISSIMILAR&VERIALS SHALL MESTQM • REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • TYPICAL ELEVATION NON—REINF RESIDENTIAL SERIES (MAX. 4 PANELS) DAYLITE OPENINGS: D.L.O. HEIGHT = PANEL HEIGHT — 7.375' D.LO. WIDTH PANEL WIDTH — 6.625" DOOR HEIGHT PANEL HEIGHT + 1.875" •e®pTuieal•db�M t o_o H4MuadMde � drawing no. W12-24 20' MAX. 8' 8' HEAD/SILL I I 41 3/8' DOOR WIDTH b 3/8' MAX. Hilal Y /�,','Tl ANCHORS IN PAIRS AT HEAD/SILL/JAMBS %1 EACH LOCATION SHOWN CORNERS �N}' 20' MAX. 8' 8' HEAD/SILL I I PPONAL FALSOEli 41 3/8' 4t 3/8' Y /�,','Tl �N}' O.L. OPO. DA- OPO. �I �I �I I' EP C �� D1 I D D E1 D1 C REINF. HI—RISE SERIES tE PANEL WIDTH '�� M. (''�(''� I I 11 1 1 1 1 1 1 1 I' II II II I' I' PPONAL FALSOEli 41 3/8' 4t 3/8' Y /�,','Tl �N}' O.L. OPO. DA- OPO. EP TYPICAL ELEVATION CENTER OF 48' REINF. HI—RISE SERIES EACH PANEL PANEL WIDTH '�� M. (''�(''� PANEL YflOTH I 11 1 1 1 1 1 1 • •• • • • • ••• • •• ••• •• • • • •• • • • • •• • • •• • • 3 ... a .. • . . . . . . . . . . . ... . . . ... . . p�BiddiAf Lo`dt With I AIOAji"I��at�� tml MYw1 R�iNI1GA N q drawing no. W 12-24 sheet 2 of 12 INTERLOCK MTC. SME/LOCK STILE NON -REM. RESIDENTIAL SERIES STD. INTERLOCKS 7 AVERAGE PANEL WIDTH =- DOOR WIDTH NUMBER OF PANELS ALL EXTEPoOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WRH 4" SILL HEIGHTS. FOR 2-3/4" SILL HEIGHT LIMIT EXT.(+) LOADS TO 50.0 PSF FOR 2-1/4' SILL HEIGHT LIMIT EXT.(+) LOADS TO 45.0 PSF SEE SHEET 7 FOR DETALLS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FHC AS NEEDED. DT E1 INTERLOCK MTG. SME/LOCK STILE REINF. RI -RISE SERIES H.D. INTERLOCK z N • •• • • • • ••• • 00 000 00 0 0 go . • • NOTE: •• • • •. ••• • •. • •. • GLASS CAPACITIESOVR THIJ SH � TC. • • • • BASED ON ASTM X10-(�1r (3 SEC.USTy1• • •: AND FLORIDA BUILDIMG CUISSION • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 ITEM DESIGN LOAD CAPACITY - PSF QUANTITY DESCRIPTION MATERIAL NON -HEW. REINF. 702 AVERAGE 3 TRACK FRAME READ RESIDENTIAL SERIES RhRISE BERM PA U WGT11 ONE HEIGHT STO. INTERLOCK H.D. WMWWG. STILE acm amlim EXT-(+) I NT.(-) -.(+) INT.(-) 47-7/16 2A 504 60.0 90.0 1104 48 80 50.0 OOA 604 1104 47-7/16 84 50.0 DOA 110.0 48 5 TRACK FRAME SILL A solo 90.0 110.0 47-i6 90 3 TRACK FRAME JAMB 904 110.0 48 SRY-008 50.0 60.0 904 110.0 47-7/16 Be 50.0 60.0 904 110.0 48 00.0 B0.0 90.d 1L04 47-7/18 98 50.0 BOA 90.0 110.0 48 PANEL BOTTOM RAIL 50.0 SILO 00.0 1104 47-7/16 109-1/4 80.0 90.0 110.0 INTERLOCK MTC. SME/LOCK STILE NON -REM. RESIDENTIAL SERIES STD. INTERLOCKS 7 AVERAGE PANEL WIDTH =- DOOR WIDTH NUMBER OF PANELS ALL EXTEPoOR(+) LOADS SHOWN IN CHARTS ABOVE ARE FOR DOORS WRH 4" SILL HEIGHTS. FOR 2-3/4" SILL HEIGHT LIMIT EXT.(+) LOADS TO 50.0 PSF FOR 2-1/4' SILL HEIGHT LIMIT EXT.(+) LOADS TO 45.0 PSF SEE SHEET 7 FOR DETALLS DOOR HEIGHT AND WIDTH SIZE MUST COMPLY EGRESS REQUIREMENTS PER FHC AS NEEDED. DT E1 INTERLOCK MTG. SME/LOCK STILE REINF. RI -RISE SERIES H.D. INTERLOCK z N • •• • • • • ••• • 00 000 00 0 0 go . • • NOTE: •• • • •. ••• • •. • •. • GLASS CAPACITIESOVR THIJ SH � TC. • • • • BASED ON ASTM X10-(�1r (3 SEC.USTy1• • •: AND FLORIDA BUILDIMG CUISSION • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • 0 ••• 0 0 ITEM PART QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIBR/REMARKS Lk 702 1 3 TRACK FRAME READ 6063-T8 - 1B SM -004 1 4 TRACK FRAME READ 6063 -TS - 1C SIW-001 1 5 TRACK FRAME HEAD 608J -TB - 2A 701 1 3 TRACK FRAME SILL 6083-T8 - 28 SM -005 1 4 TRACK FRAME SILL 6083-T6 - 2C SM -002 1 5 TRACK FRAME SILL 6003 -TB - 3A 703 2 3 TRACK FRAME JAMB 6083 -TB - 38 SRY-008 2 4 TRACK FRAME JAMB 6063 -TB - 3C SRV-GO3 2 5 TRACK FRAME JAMB 6063-176 4 709 1/ PANEL PANEL TOP RAIL 8083 -TB - 5 710 1/ PANEL PANEL BOTTOM RAIL 6083-T6 - 6 705 1/ PANEL JAMS/LOCK 370.E 6063 -TS 7 707 1/ PANEL STD. INTERLOCK STILE 6063 -TB - 6 706 1/ PANEL H.O. INTERLOCK STILE 8083-T8 - 9 708 AS READ. ASTRAGAL STILE 6063-T8 TOA 7048 AS REM. 2-1/4' SILL ADAPTER 6063-T5 - 108 - AS REOD. 2-3/4` SILL ADAPTER 6083 -TS - IaC 704A AS REOD. 4" SBL ADAPTER 6083-T5 - 11 900 AS REOD. REINFORCEMENT 8063 -TS - 12 703A AS REOD. JAMB ANCHOR COVER 6061 -TS 13 - AS READ. GLA73NO GASKET SANTOPRENE CENTRAL PLAsnc3 14 W22285W AS REDO. FN SEAL FILE YPSTRIPPINO POLYPROPYLENE ULTRAFAS 15 9270 AS REOD. BULB W'STRIPPING VINYL - 16 D750SAUW AS RECD. PILE PADS - ULTRAFAB 18 - - LOCKS - AMESBURY HMIriYARE 19 - 2/ PANEL ROLLER ASSEMBLY - - 21 0I4 X 1-1/2' 2/ CORNER PANEL ASSEMBLY SCREWS PH SMS 1/4' HEAT STREN D GLASS AGO" LATER AYER VSENTRYOLAS BY 'DUPONT' -1/4" HEAT STREN'D GLASS I GLAZING DETAII 9/18. OVERALL LAMINATED GLASS CML FLA PE / 70882 CA.N�38N9(t p�yG 262 t� -wool wm�FZ IYRa F4odael ` 1 aralwng no. W12-24 a!u!il ox—O(SHOWN) O—XO a D D a b 4+ XOX (SHOWN) D D i XX (SHOWN) - .�... EXTERIOR xxx (SHOWN) of • z F $� n gig 0 o NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) •M• OX—XO(SHO" • • NON --R INF. R SIO NTI MRI ,y •• APPROVED G)NFIGUIRATIONS UPTO MAX. 4 PANELS • • • • • • • • • • • •• •• • • • •• •• JN N 4Co 04 w imN = m CL RESIDENTIAL SERIES U g i WITHOUT REINF. N O Eftw- Jwm' A*=cra : F" FE see CA a 1a k � :AUG I2012 dramirtg no. W12-24 sheet4 of12 I� N •tl N o- c 0 z i �0 EXTERIOR XO (SHOWN) NOTE: a OX CONFIGURATIONS SHOWN FOR, ILLUSTRATION PURPOSE ONLY 8 (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) V j� _ p'S4t�o 0 o(D- 17, F a -° o- J EXTEPoOR XX (SHOWN) 25 _ N N Ti N Ox-O(SHOWN) EXTEPoOR 0z 0—xO 1-1/2• X 1-1/2• x 1/0" 8m SECURED is ALUM ANGLE AT TOP & BOTTOM SECURED TO FRAME & STILEu1 >cc>-. WITH 010 SMS, (11 PER LEO 4 -D o- s�q�yle8witbpn NIMi o xOx (SHOWN) EXTEPoOR �,�,4..► C j Q.F ••� • • • • • •.; . • : REINF. HI—RISE SERIES Z �" �•; • WITH REINF. 000 Go: •• • • • • 4 EXTERIOR agr. JAtlAO AHEfAD xxx (s11owN) — REINF, j& --A j SERIE9&c • • • • • • % I $ g ,p.PPROVE6 CONFISLIRMIONC• • • • • • • r l09TED PANELS 4 PAI L WIDTH i o • • • • i • • • Ut! S� "� 2 drawing1 UN W12-244 sheet 5 of 12 ••• • $ d ••• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• q OX -XXX (SHOWN) � o l ,�; FM -011-1 OXX—XXO (SHM" REINF. HI -RISE SERIES APPROVED CONFIGURATIONS UNLOIRED PANELS MAX. IMNEL WIDTH - 48" NOTE: CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSE ONLY (SEE APPLICABLE ANCHOR INSTALLATIONS IN SHEETS 7 & 8) •• ••• • • • • • •• • •• • • • • ••• • . ... . ... . . ••• • • • • • • • • • • • •• • • •• • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THIS APPROVAL QUALIFIES DOORS WITH ANY NUMBER OF PANELS ON 3, 4 AND 5 TRACK FRAMES, WHERE TESTED STILE CONDITIONS ARE PRESENT. MAX. OVERALL FRAME WIDTH NOT TO EXCEED 24'-8". oayiiep80NI M M1 hedtMCalmf REINF. HI—RISE SERIES U� < WITH REINF. . avAD AHMAD �S 'I F c + 7592 y�vdng no. �'g — sheat 8 of 12_ W. 0 IIS ;AL ANCHORS IN PAIRS ITER OF 3 PAIRS AT STILE �""`� HEX FOR SPACING 10Y WOOD BUf -�. (SEE NOTE BEI TYPICAL ANCHORS IN PAIRS CLUSTER OF 3 PAIRS AT STILE ENDS n SEE ELEY. FOR SPACING Z o� a� rnsY 3 1/4" sf'll 11' 11 TYPICAL 4NCH,ORS- SEE a", FOR SPACING u=177 KSI. Fy-155 KSI) WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE 1-1 4" MIN. EMBED INTO MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONC. OR MASONRY 1 /4" -D1A. SELF DRILLING SCREWS (GRADE 5 cRs) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MW.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8'.) (NO SHIM SPACE) 0 CONCRETE AND MASONRY = 2-1/2" MIN. INTO D STR CTU = INTO METAL STRUCTURE = 3/4" MIN. SECURED TO EACH JAMB (2)) 00 CONCRETE AT HEAD, SILL OR JAMBS rc = 3000 PSI MIN. �5 X X 1/2" FH SMS C-80 HOLLOW/FILLED BLOCK AT JAMBS I m - 2000 PSI MIN. 1 < EDGE TYPICAL ANCHORS IN PAIRS CLUSTER OF 3 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING METAL STRUCTURES N N Z a a� DIST. � P P • • i� • .. • . MM -DARE COUNTY - .v ": "o POURED & HARDENEl APWYD MULLION j HIGH 3TRETIGTH GROI • •• •. VCLU.S�26R `rc5000 PSI MIR. •� • NOT -4 SIN • .MDL : .• • M11T TRAINVER sm • • �oPAIR.4 • ! LOADS NO SWIUCTURI INS 0 fn vaL • •. . •. • . • • �ZW h TYPICAL. AW PAIRS • CL OF 3 PA CLUSTER OF 3 PAIRS AT STILE ENDS _V1 A Ulmq 0 SEE ELEV. FOR SPACING • • • • • • • • • • • •• •• • • • •• •• C-80 HOLLOW/FILLED BLOCK AT JAMBS I m - 2000 PSI MIN. 1 < EDGE TYPICAL ANCHORS IN PAIRS CLUSTER OF 3 PAIRS AT STILE ENDS SEE ELEV. FOR SPACING METAL STRUCTURES N N Z a a� DIST. P a P OIa y MM -DARE COUNTY p APWYD MULLION f�3' z E VCLU.S�26R �oPAIR.4 AT STILE ENDS SEE ELEV. FOR SPACING ^ Ln 3 .-. 0 fn O N �ZW h CL _V1 A Ulmq 0 0 lam NOA1� 0 6 nw.dOrtrPreAunc�bl Ry IsrE��K a sL 1BY OR 28Y WOOD BUCKS AND METAL STRUCTURE NOT BY SIWMUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEMAND TRANSFER THEM TO THt BUILDING STRUCTURE. Eaor: JWD Aw"Cla LIMIT MAX. UWT MAX. F 70582EXT +) LOADSEXT.t LOADS To aoPseTo o PSF /)a fAUG 9�r11�12 a�,� g �4, RESIDENTIAL SERIES W12--24 HI—RISE SERIES' shes�t 7 of 17 TYPICAL ANCHORS IN 3 ROWS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING 18Y WOOD BUCK 3,-1%a' •:.i t. (SEE NOTE SELOYn .3LEV. S O SEE ELEV. FOR SPACWG C 1/2• MAK SHad !a M � 4 TRACK FRAMES •". ANCHOR LOCATIONS ' j:9t0gf YilOp�lgw'1@iA1 "� L Mhd ►�sdfel Ntol o °� ! G C .............. ..... ... .... JAVAD Gam. CONCRETE I .'' .d ° I � FLA. PE / 70992 n EDO DIST. a. CAN 38,38 NN'. MIN.% 8 OP>IStHhYAL % 2 12 drowing no. TYPICAL ANCHORS IN 3 ROWS (_ U W12-24 CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING TYPICAL ANCHORS W 3 ROWS CLUSTER OF 9 AT STILE ENDS //�� SEE ELEV. FOR SPACING WOOD BUCK m N '•. :4 7/8• ... tTdiw4l...9, Y 28 EDGE DIST. .: .- CONCRETE. l . 1 •': --- d I .'.I ` . ' • ° EDGE DIST . -t /BP: .M 9Ja. a. a .' • MIN- - - • • • , • • • O *80 • • SH-•• • • • • • • • • • OPTIONAL • SEE ELEV. FOR SPACING W Z N • • • • T•RCAL MANORS W 36011 • 1/2• MAX. SHIMS CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING ••• • • • • ••• • • � SQ .'a'. • • • • • • • • • • ••• • • • ••• • • ' j:9t0gf YilOp�lgw'1@iA1 "� L Mhd ►�sdfel Ntol o °� ! G C .............. ..... ... .... JAVAD Gam. CONCRETE I .'' .d ° I � FLA. PE / 70992 n EDO DIST. a. CAN 38,38 NN'. MIN.% 8 OP>IStHhYAL % 2 12 drowing no. TYPICAL ANCHORS IN 3 ROWS (_ U W12-24 CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING TYPICAL ANCHORS W 3 ROWS CLUSTER OF 9 AT STILE ENDS //�� SEE ELEV. FOR SPACING WOOD BUCK m N '•. :4 7/8• ... 1BY •1' 5/8• (see NOTE BELOW) Y 28 EDGE DIST. .: .- Q ilii a� a ,c v I O C �a O �► TYPICAL ANCHORSlo n SEE ELEV. FOR SPACING W Z N © �I t-� 1/2• MAX. SHIMS a� � SQ .'a'. <gm a •q 5 TRACK FRAMES NO1" ANCHOR LOCATIONS .. ` '• EXT. ' j:9t0gf YilOp�lgw'1@iA1 "� L Mhd ►�sdfel Ntol o °� ! G C .............. ..... ... .... JAVAD Gam. CONCRETE I .'' .d ° I � FLA. PE / 70992 n EDO DIST. a. CAN 38,38 NN'. MIN.% 8 OP>IStHhYAL % 2 12 drowing no. TYPICAL ANCHORS IN 3 ROWS (_ U W12-24 CLUSTER OF 9 AT STILE ENDS SEE ELEV. FOR SPACING Ma. ' L I «L ••• • EXr. • • ••• • • • G ; • • • • • • • • • • • • • • • ••• • • • . ... . ... . . ... . .. . . . . ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • MAX F O AT X 3/4- FROM FN TEKS DS, `AT 4' FROE7 ENDS / AND 12' O.C. i EXr. TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACING O 1/2- EMIL SHM TYPICAL ANCHORS IN PAIRS c SEE ELEV. FOR SPACING N L , Mrl 19Mraef CanR�ol EXT. d lay W000 BUCKS En r. JAVAD AIMO' g SEE NOTE SHEET 1 �Ej'70884 3388JD88 1. nm �' 2ai2 / �• Browing no. NON—REINF. RESIDENTIAL SERIES W12-24 ahaet of � 2 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N N Z 0 TYPICAL ANCHORS IN PAIRS SEE ELEV. FOR SPACINO 18 X 3/4" FH TEKS AT 4" FROM ENDS '/ SHIMS PANEL WIDTHa MS © D—. D1 D2 D2 E1 a j�(jy MIN L7 ho M .v n lay PAN,EXTERIOR D.L D. y m WOOD BUCKS PANEL WIDTH SEE NOTE SHEET 1 N C OVERALL DOOR WIDTH (MULTI PANELS 24'-8" MAX.) og� O mM000.4imilwhh 1 IN/A 6 !lAdt►+edset CaMtvt . •• . • • . ••• . Engr. JAVAD AHMAD FIA. PE % 70592 p • ••• • ••• • • CAN. 3539 �. dFawing no. W12-24 • • • • • • • • • IV) REINF. HI -RISE SERIES sheet 10 of 12 or • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 4.775 .128 6.400 .128 &028 .953sLrc /� �Y y N .128 51 r2 1.878 1477 I.1.877 LFl F 1.878 1'577 __A878 .088 1. 71 ra 0 S4$p 1 .280 .078 '2� .075 •� .075 050 ,124 U ® 3 TRACK FRAME HEAD 19 4 TRACK FRAME HEAD 1C 5 TRACK FRAME HEAD 075 o 0I n 8483 .125 -:.125 &188 HARDNESS = 73 SHORE A 470 TENSILE STRENGTH (SOO$ STRAIN)° 408 PSI STRENOTH (BREAK)° 1088 PSII.000 E4.837 4.1255 'A_-1.000 nInlln_TENSILE 1.000 �. ELONGATION AT BREAK a 460%1 SPECIFIC ORAYIIY = 0.98.439 7.064-d 8.889 GLAZING GASKET SANTOPRENE Tai F ® 3 TRACK FRAME SILL ® 4 TRACK FRAME SILL Q 5 TRACK FRAME SILL 13 EXTRUDED BY 'CENTRAL PLASTICS' SCALE CE TR o 1250 3.187- 87 I 180 912 t.812- a m .082 .082 1.280 .948 1.581 t.375 � 1.378 .128 .125 1.8la1 2.378 •128 3928 p a t� 4 Ztn I J75 t.141 250 5.000 .250 6.628 8.250 7 .312 .312 .312 � Z N of Z .� .250 Q STD. INTERLOCK STILE dC) N 3.187 080 1® 109 2-1/4' SILL ADAPTER 2-3/4" SILL ADAPTER 4" SILL ADAPTER _ �jrn t >- io Ui Q ©© Lji 080 im.949 O 3.128 LIL .�2 348 3 TRACK FRAME JAMB 4 TRACK FRAME JAMB 5 TRACK FRAME JAMB 125 1912 M•orp1,14i8 wItA 119 sae OB H.D. INTERLOCK STILE 12 JAMB ANCHOR COVER 1.230 73 • • • 3912 SfYdD�tYrodan con, j� /� � \\ «�'`..:"+"` w • N • '�- 7� • • • 1.888 .100 �- I • • • • • • • IlR_ 3.187 . 0 C a N � 1 S_LII 3.10 1.7 .949 I • •4.21 �• ••• • • •082 1.375 .082 3 � 2.528 •� Engr: JAJ i8N .082 1.220 .949 O, PE 7pgai • • • • • • .949 • • • • • • 1912 1.036 V: i * i • • 1952 CAR 3538 �~` AUG 3/1 2�Q ,drt� W12-24 • • •• :• ..• :• ..: •.• ��j�� / ® PANEL TOP RAIL I® PANEL BOTTOM RAIL Q ASTRAGAL STILE 11 REINFORCEMENT Q JAMB/LOCK STILE V sheat T T of T 2 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 0 21 PANEL BOII'OM C� � � � � • � � • • • • • • • • EMM�OM CORNER ••• • • • • ••• • • M 5-1/4' X 2-1/2' X 3/8' o ALUM BRAN METAL TROUGH -E SILL WITH SIOIFLEX URETEALED�KW { s� SEALANTUORE PERIMETER � AUG �,� 2012 TO PREVENT WATER LEAKAGE 103 • • • • • • • • • • O �\ a8mN / ••• • • • ••• • • TCHES FOR ADER LEGS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH CRL SMALL JOINT SEALER. LOCKING HARDWARE SEALED WITH CLEAR SILICONE. 1/4' DIA. V 1/4' X WE IN FR ge X 1/2' �FH SMS o n 0 SILL CORNER CLOSURE ALUM BRAN METAL TOP FRAME SILL BOTTOM iAEW TROUGH REOD. AT CENTER OF EACH PANEL SILL ROTATED DO' TO SHOW WEEP DETAILS igr.•JAVAD am— CML• N_ a UAE SILL BOTTOM LEGS FIACAN. PEY7o 3539 MMED TO RECIEVE TROUGH M 5-1/4' X 2-1/2' X 3/8' o ALUM BRAN METAL TROUGH -E SILL WITH SIOIFLEX URETEALED�KW { s� SEALANTUORE PERIMETER � AUG �,� 2012 TO PREVENT WATER LEAKAGE 103 3/e' U O �\ a8mN / �cn FRAME SILL BOTTOM iAEW TROUGH REOD. AT CENTER OF EACH PANEL SILL ROTATED DO' TO SHOW WEEP DETAILS igr.•JAVAD am— CML• N_ a FIACAN. PEY7o 3539 M tly--' drovring no. AUG �,� 2012 W12-24 sheet 12 of 12 11 M®MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ffOA} www.miamidade.gov/pera SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, 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 -Dada County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/serles, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change .in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall because for termination and removal of NOA. . •'... ADVERTISEMENT: The NOA number preceded by the words Miami-Dadg, 411ty, lgrida, and followed by the expiration date may be displayed in advertising literature. , If auy 4 rtion of ah& 1110A is.. % • displayed, then it shall be done in its entirety. 060:89 60 • 000.. INSPECTION: A copy of this entire NOA shall be provided to the user by the rnadf&Urer lits 0:. 0000. distributors and shall be available for inspection at the job site at the request of the BFrdrag Off'ic&L. 0 0; 0 0 • This NOA revises and renews NOA # 10-1004.01 and consists of this page 1 and gV.itlppCe pa&X-Land ...... E-2, as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Perez, P.E. • • • • 0 • 0000.. :... NOA Noa i$-0221.09 a�'TAPPMRIOIV-WD: Expiration Date: November 21, 2017 Approval Date: April 26, 2012 Page 1 SIW Imnact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBIYIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ' along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-074107, dated 03/26/07, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted under previous NOA#07-10.16.06) 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) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single h' hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#071016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#10--1004.01) ` • • . . .... ...... D. QUALITY ASSURANCE • 1. Miami -Dade Department of Permitting, Environment, and Regtdid�o'4� Afiairs'�PERA • • • • •... • .... . ..... ...... .... ..... .. .... .. . ...... • • •Manu P.E.• • P"roddecco=inereNOA1.09 Expiration Date: November 21, 2017 E-] Approval Date: Apr1126, 2012 SIW Im act Windows LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 05, 2011, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved on 11/11/10 and expiring on 11/21/12. • • 0000 •00•;• •• • • ••• • •00.00 •• • 0000•• 00000• 0 •0•06• 0000 • • • 0 • • •••••0 ••0.0 0000 • • • o 0 •0.00• • 0 0 •000•• • 0 •00•• • • Ada••000• . Mana er • • ••00.0 > nwfueg Control• N • NOA Net 2 .04 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 E-2 6.000 I f � 2.000 HORIZONTALOR : 1_ L SEE VRNDOW OR DOOR APPROVAL FOR x 5•� , 0) O JN a J O A'�' Z 3 �z z asm auj� a MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DARE COUNTY APPROVED 9 IMPACT AND NON -IMPACT RESISTANT PRODUCTS. c g RECRECTANGULAR ALUMINUM TUBE MUON P 12p IN ULON PROPERTIES ONLY g NQM THIS PRODUCT HIS BEEN DESIGNED AND TESTED TO COMPLY WITH THE -161 Fl - REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDWO KOH VELOCITY HURRICANE ZONE (IIWIZ� INSTRUCTIONS: ALL GLAZING PRODUCTS USED 'R1ESEM.E-.S E: • USE CHARTS NRD ORAPH9 AS FOLLOWS. t 0 APPLICABLE BUILDING CODE RF, IREMENTSAD W • aINFILTRATION, FORCED ENTRY STANCF•E�. • • •DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 WOOD BUCKS BY OTHERS. MUST BE ANBHOREDYROPER!!f T'e TFrlANS1iR • FOR PARTICULAR OPENING, LOADS TO THE STRUCTURE • • • • • • • • . • • • USE MIAMI-DADE COUNTY APPROVED GLAZING PR?DUCTS Et�¢t. APVAO D• o ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAIS, EMBEDMENT MEETING ABOVE LOAD REQUIREMENTS. PROD=RRVtSW TO BASE MATERIAL SWQL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). STEP 3 �R�C SECTION TO MULLION AS PER PRODUCT I �E �2 B-AITd�B with ft Fhdh ARE NOT ART OFANCHORING D OTHER THAN =fjQ^ SHOWN JN THS^ DETAILS • USING CHARTS ON SHEET 3 SELECT MULLION �WITN D� p A LOM DURATION INCREASE IS UiEi IM DESBGN OF ANMM ONTO Tt00D ONLY.• ••'G"T`iR•p`l IN STEP RATI THAN DESIGN LOAD SPECIFI 'f �""''��.. !!__�� pg p drawing no. MATEPoAIS INCLUDING BUT NOT LDIREO�STE{�ncil� SC ThWT 00D • USING ANCHOR TYPES ON SHEETS 7HRU 7 AND (ANCHOR CHARTS CONTACT WITH GTHM DISSIMIAR MA 5RRAALLII.. Mme•J RE ITS. • ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING C �� M07-04 OF 2010 FLORIDA BIDE. CODE N 99.8.4. MORE THAN THE DESIGN LOADS SPECIFIED IN ST P 1 ABOVE ' ••1 �'• sheet 7 of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .-1250- 1.000 1s6o 1.000 1.000 .280 680 ala � 1.000 .125 TYR 126 a o. 2.500 9 126 .125 4.500 1.530 �t 4.000 4.000 p LL 3.000 126 TV. 3 760 yyry i Ll L OPTTIIONAL p .378 MULLION CLIP (6083 -Ta) J v 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT. TO ANGLES) STD. MULLION STD. MULLION CUSTOM MULLION CUSTOM MULUON CLIP LENGTHs MUST BE OW TO FIT SNUG 8083-T8 6083 -TB 606211 -Ta 6063 -TS INTO 1BY TUBE MULLIONS, {y P 2.000 2.000 z Oo 1.690 3 Ld gc z.000 z.o0o m z � 'iY�P. TYP, .125 2.500 �Z a .126 .260 9.000 6.000 g .� TYP. TYP.gr P I N r 4.000 4.000 3.750 C NOTCH OPTIONAL MULLION CLIP (6063—T6) 2 X 4 2 X 4 2 X 6 2 X 6 (ALT, TO ANGLES) STD. MULLION HEAVY MULLION STD. MULLION HEAVY MULLION CUP LENGTHS MUST BE CUT TO ST SNUG 4 6063 -TB 8083 -TB 8063-T8 6063 -TB INTO 20Y TUBE MULLIONS. NOTCH m • • • • • • • • • • • • OPTIONAL •• ••• •• • • • •• qq i'q^ 2.00 i E�9n JAV ARM as�mvlyi 8 BtawBh d I Bun ft o t10 •- • ••• • ••• • • own Nol ••• • • • • • • • I I • • • • • • • • • �01, Ihafirol i drawing no. ANGLE CLIP A„ M07-04 6063-T8 sheat 2 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • - DREDGIN LOAD CAPACITY - PSF (TUBS MULLIONS) 101. 130.0 D=GN LOAD CAPACITY - POF (TUBA MID330N8) MUWON SPAN 130.0 130.0 DBBION LOAD CAPACITY - POP (TUBS MULLIONS) 30' PRODUCT - 33.1 81.8 69.0 RD�IDO®D�' 1 %D M. 1%4 BCD. $4 3-1 4 4-1/8 8%4 CUSTOM STD. 2%4 HEAVY 2%8 STD. 8X0 HEAVY 6'INDOW DiMB. WIDTH (117 ANLL SPAN 1 %3 STD. 1-1/4 I D. %4 41/8 2%4 BCD. C OM CUSTOM BPD. 9 X 4 HEAVY 2%8 BCD. 2$6 IVY WPIDOA DIME. W617H (C✓) ANLL 8PAN 1-1/4 1 X3EX 1%4 91/2 2%4 BPD. M. CUSTOM CUSTOM STD. 8X4 HEAVY 2%0 M. 8%8 HEAVY .� n W00I ANLL SPAN 19-1/8" 28-1/Y 30' 37' 4Y 48' 84° 80' 88' 7Y 38-3/e' 130.0 1139 130.0 130.0 130.0 130. 130.0 130.0 19-1/8' 28-1/Y 30° 37' 42' 48' Be 80" 80' 7Y �� 843 34.0 130.0 130.0 130.0 130.0 130. 130-0 18-1/8' 28-1/2° 30° 37° 42' 48° Be 00' 88' 72' 1�• 88.3 78.8 88,3 98.7 130.0 130.0 Q t y;1 � p ^ ,y 7Vl Q ZO 130. 130.0 930.0 130.0 130. 130. 130.0 130.6 46.4 888 130.0 130.0 130.0 150.0 130.0 1�A -42.8 88. 38. 71.2 119.0 130.0 130.0 130-0 130.0 130.0 130.0 130.0 130.0 130A 41A 879 130.0 130.0 128.4 13MO 130.0 130.0 -37.8 80.3 38.3 829 B&1 130.0 130.0 130-0 130.0 130.0 150.0 130.0 t30.0 130.0 332 713 111.6 130.0 104.1 13&0 130.0 130.0 -30.8 40.8 81.0 79.6 130.0 130.0 130.0 130.0 130.0 130.0 13&0 13MO 130.0 - 829 SU 127.8 81.7 130.0 13&0 130.0 - 38.8 - 44.0 70.1 12&7 130.0 13&0 130.0 13DA 130.0 130.0 13&0 13DA - 549 BB.0 111A 803 130.0 130.0 13&0 - - 31.4 - 383 813 1128 130.0 130.0 170.0 13D.0 130.0 130,0 130.0 130.0 - 48.8 78.4 99.1 71.4 1272 13MO 130.0 - - - - 34.8 84.8 100.1 1239 130.0 130.0 1'.0.0 130.0 130.0 130.0 130-0 - 44. 889 BB2 84.2 7149 150.0 130.0 - - - - - 3&1 48.0 90.1 112-5 130.0 130.0 130.0 130.0 170.0 130.0 130.0 - 400 829 81.1 8&4 104.1 i t&7 13&0 - - - - - - 44.8 819 1032 130.0 130.0 13MO 13&0 13MO 130.0 130.0 - 3&8 573 74.4 539 9&4 1009 130.0 - - - - - - 40.8 7&1 19-1/8' 25-1/2° 30° 37' 4E° 48' Be 80' 88' 7Y -6/8, 130.0 130.0 130.0 13&0 130.0 130A 130.0 130.0 19-1/5' 28-1/2° 30' 37' 4Y 48' Be 80° 88' 7Y Be 819 110.4 130.0 130.0 1340 130.0 130.0 13&0 19-1/8' 28-1/Y 30' 37° 4Y 48° Be 80' 80' 7Y 1�, - 440 583 41.9 74.1 11&8 130.0 g Z � W 323 130.0 130.0 130.0 130.0 130.0 13&0 13&0 13&0 372 78.7 124.7 13U 11&4 130.0 13D.0 13MO - 32.1 42.8 53.5 83.4 130.0 130.0 130.0 130.0 130.0 130.0 1340 130.0 130.0 328 70.4 1102 130.0 1028 130.0 130.0 130.0 - - 57.8 47.3 73.7 130.0 118.9 130.0 130.0 130.0 130.0 1311.0 150.0 13&0 - 87.1 893 1189 83.4 13&0 13MO 130.0 - - 308 - 3&3 88.8 1099 101.8 130.0 130.0 130.0 130.0 130.0 150.0 130.0 - 803 70.7 104.7 739 130.0 130M 13&0 - - - - - 33.8 828 9&7 88.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 44.0 889 81.8 84.3 114.6 130. 13&0 7Y 79.0 1272 13MO 13MO 13MO 13MO 130.0 130.0 - 39.1 612 81.4 57.1 101.9 12&1 130.0 - - 40.8 782 - fy i3 71.1 114.8 150.0 130.0 130.0 130.0 130.0 130.0 - 382 86.1 733' 81.4 81.7 1126 150.0 - - - - - - _.S 67.7 84.7 104.1 190.0 130.0 150.0 130.0 130.0 130A - 320 50.1 88.8 4&7 S&4 1023 13&0 - - - - - - 330 81.8 88.3 960 130.0 130.0 130.0 13MO 130.0 1304 - - 489 81.1 429 7&4 939 13&0 - - - - - 30.7 8&4 18-1/8' 28-1/2' 37' 42' 48° Be 80' BB° 72° 1221 130.0 130.0 130.0 130.0 130.0 130.0 130,0 19-1/6' 28::1/2- m- 42' 45" 84* 80' BB° 72° 34.8 74.0 1189 130.0 108.1 130.0 130.0 130.0 19-1/8' 28-1/2' 30' 37' 4Y 48' Be 144° - - 343 48.8 320 87.1 890 130.0 0 Ld m � �I Z Q �CV� $ a LL oz V p, U m �N} �J: 8&1 1W.0 1- ISOA 130.0 130.0 130.0 190.0 - 85.5 1112 750 130.0 130.0 13&0 - - - 322 412 $43 11&0 779 130.0 130.0 130.0 130.0 130.0 130.0 130.0 - 472 73.8 882 889 1229 13MO 130.0 - - - - - 36.4 80.6 1043 03.1 11&9 130.0 130.0 130.0 130.0 130.0 130.0 - 889 794 589 98.8 130.0 130.0 - - - - - - 48.0 84.5 10&8 130.0 130.0 13D-0 130.0 130.0 130.0 - 33.7 827 70.1 492 87.7 123.1 13&0 - - - 40.6 74b 924 140.0 130.0 130.0 130.0 130.0 130.0 - - 46.1 81.4 43.1 78A 107.7 t30.0 - - - - - 35.8 852 822 1289 150.0 120.0 130.0 130.0 130.0 P3 - - 410 849 383 882 95A 130.0 739 118.7 13D-0 108.0 150.0 130.0 130.0 - - 36.9 4&1 34.4 81.4 862 13&0 01ARCHES TOBBE IN SED APE HORIZONTAL MULLION -1L4672 108.1 1243 882 130.0 130.0 130A - - 33.8 44A 313 56.8 78.4 13D.0 81.8 B&4 114.0 BOA 130.0 130.0 130.0 - - 30.7 400 - 512 719 130.0 18-1/8° 28-1/Y 74.8 130.0 130.0 t30.0 139.0 130.0 130.0 130.0 19-1/8' 28-1/Y - 81.9 813 1082 789 130.0 130.0 130.0 83.8 118.4 1 130.0 130.0 130.0 13D.0 130.0 130.0 - 379 6&7 7&1 549 07.7 130.0 130.0 3047.5 101. 130.0 130.0 MUWON SPAN 130.0 130.0 130.0 30' PRODUCT - 33.1 81.8 69.0 48.4 803 130.0 130.0 4 ® 37' 389 828 1283 130.0 130.0 130.0 130.0 37, DAD - - 420 889 302 700 109.1 13D.0 sheat � of 7 �- 74-1/4 1139 130.0 130.0 130A 130.0 42' -�>t� - - 37.0 483 34.0 819 96.1 13D.0 48' - 83.7 99.7 123.1 E74.. 130.0 130.0 130.0 40' - - 324 43.1 302 03.9 04.1 130.0 Be - 88.8 889 108.4 130.0 130.0 130.0 84' - 393 479 74.7 130.0 80° - 810 79.7 989 130.0 130.0 1308 BO° - - - 34.8 - 43.1 67.3 193.6 BB' - 48.3 728 899 120.7 130.0 1s0A 88' 323 40.4 .612 112.3 7Y - 428 89.9 821 92.0 110.8 I 120.1 I 130A 7Y - - - - - - 88.1 103.0 ALL LOADS ARE EXT.(+)/INT.(-). •• ••• • • • • • •• MULLIONS RA'T'ED !N TH�PS5E'C)�12�S kft BE ORIENTED VERTIC�.& 911:Ht NTALLY.• • • • (INTERPOLATION BETWEEN WIDTHS ALLOWED) . or . ••• . . • • •••• • • • ••• • • • •• • • • • • • •• • " ' ' ' MULLIONS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • CLAZING "N PROIX= III PRODUOT Wt i W2 t? g MULLION MUWON SPAN GLAZING GLAZING PRODUCT PRODUCT o CLAZING "N PROIX= III PRODUOT Wt i W2 t? g MUWON SPAN TYPICAL MULLION ARRANGEMENTS o O 4 ® U WIDTH (W) W7 20 •1 PROAUCCRDVEM . FIA. -PE p70892 6ewmply�g whhthe Fltplda CA.N.385B DutldlOg�c q�q 033 d 3 DAD .J By / M07-04 �Qti1 sheat � of 7 ALL LOADS ARE EXT.(+)/INT.(-). •• ••• • • • • • •• ANY ANCHOR CONDUVN•30* b'EtA VAY COVER LOCATIONS AT• MEAD, -SIL OR -JAMB - NQS.• • - FOR ANCHOR DEM IPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • ••• • ••• • • ... . .. . . . . .. . . .. . . .... Or DESIGN LOAD CAPACITY - PSF ' WINDOW DIMS. ••• ANCHORS P WIDTH (W) MULL SPAN A B I C j D 19-1/8° 26-1/2' 30" 37' 42' 48' 54° 80' 88' 72" 38-3/8° 130.0 130.0 1-9.-c 130.0 130.0 130.0 1300 130.0 130.0 130.0 130.0 130.0 120.5 130.0 130.0 130.0 106.1 130.0 128.7 130.0 92.9 130.0 112.6 130.0 82.6 130.0 100.1 130.0 74.3 120.1 1 90.1 1300 67.8 109.2 1 81.9 130.0 61.8 100.1 76.0 130.0 19-1/8' 26-1/2" 30' 3T 42' 48' 54' 80' Be. 72' 50-5/8' 1 1 130.0 130.0 130.0 130.0 1279 130.0 130.0 1300 1129 130.0 130.0 130.0 91.3 130.0 110.7 130.0 8D15 130.0 979 130.0 70.4 113.8 88.3 130.0 82.8 101.1 1 76.9 130.0 s83 91.0 6&3 130.0 81.2 827 621 124.1 48.9 75.9 58.9 113.8 18-1/8' 26-1/2' 30' 37' 42" 48" 84' 80' 85" 72" 1. 1 1 130.0 130.0 130.0 130.0 1029 130.0 124.2 130.0 909 130.0 109.7 130.0 73.4 118.6 88.0 130.0 64.7 104.6 1 78.4 130.0 88.6 81.4 88.8 130.0 50.3 81.3 61.0 121.9 48.3 73.1 54.8 109.7 41.1 689 49.9 99.7 F 37.7 61.0 48.7 91.4 19-1/8•, 28-1/2° 30' 37' 42'74-1/4° 48' 84" 60" BB' 7Y 19-1/8" 28-1/2' 30' 37' 42' 48" 54" 80' air 72' 1209 130.0 130.0 130.0 86.9 130.0 105.4 130.0 76.8 124.1 0&1 130.0 62.3 100.6 759 130.0 84.9 88.7 889 130.0 48.0 77.8 88.2 118.4 42.7 69.0 51.7 103.4 38.4 821 469 B&I 34.8 56.4 423 84.6 32.0 81.7 389 1 77.8 ALL LOADS ARE EXT.(+)/INT.(-). •• ••• • • • • • •• ANY ANCHOR CONDUVN•30* b'EtA VAY COVER LOCATIONS AT• MEAD, -SIL OR -JAMB - NQS.• • - FOR ANCHOR DEM IPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • ••• • ••• • • ... . .. . . . . .. . . .. . . .... Or DEMON LOAD CAPACITY - PSF • WINDOW DWS. ••• ANCRO P MULL SPAN WIDTH (W) MULL SPAN A D 19-1/8' 26-1/2" M. 37' 42'1W 48' 54' BO' 86' 1. D 18-1/8' 26-1/2' 30' 37' 42' 46' 84' 60' 80' 72' 78" 1143 130.0 130.0 130.0 82.8 130.0 100.3 130.0 73.1 110.2 88.9 130.0 59.3 95.8 71.9 130.0 52.2 84.4 83.3 128.6 45.7 73.8 88.4 110.8 40.6 89.8 49.2 88.8 38.6 89.1 44.3 89,9 33.2 83.7 40.3 80.8 30.5 49.2 36.9 739 19-1/8' 20-1/2" 30' 37' 42' 48' s0.• 60" 68' 72' 84, 1089 130.0 129.1 130.0 76.8 124.2 83.2 130.0 67.9 109.7 82.3 130.0 58.0 89.0 607 130.0 48.8 78.4 589 117.6 42.4 68.0 81.4 1029 370. 81.0 48.7 91.0. 33.9 549 41.1 52.3 30.9 49.8 37.4 749 28.3 48.7 34.3 B&8 19-1/8' 26 eee-11/2• 42' 48' 84" BO' 88' 72' 96' 932 130.0 112.9 130.0 67.2 10&7 130.0 89.4 98.0 720 130.0 48.2 779 58.4 118.8 42.4 S&6 81.4 102.9 37.1 80.0 1 45.0 90.0 33.0 53.3 40.0 80.0 29.7 48.0 38.0 1 72.0 27.0 43.8 32.7 6515 249 40.0 30.0 50.0 19-1/8" 28-1/2' 30' 37' 42' 48" 54" 80' air 72' 108' 829 133.9 100.4 130.0 699 9&9 728 130.0 52.6 88.3 84.0 128.0 42.8 69.2 51.9 1039 37.7 61.0 43.7 91.4 33.0 53.3 40.0 80.0 29.3 47.4 35.6 71.1 26.4 427 32.0 84.0 24.0 3&8 29.1 58.2 22.0 35.6 26.7 1 53.3 ALL LOADS ARE EXT.(+)/INT.(-). •• ••• • • • • • •• ANY ANCHOR CONDUVN•30* b'EtA VAY COVER LOCATIONS AT• MEAD, -SIL OR -JAMB - NQS.• • - FOR ANCHOR DEM IPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) • ••• • ••• • • ... . .. . . . . .. . . .. . . .... Or • • • • ••• • • MULL SPAN A II C D 19-1/8' 26-1/2" M. 37' 42'1W 48' 54' BO' 86' 1. 749 120.5 90.4 130.0 5318 86.8 88.2 130.0 47.5 76.8 67.6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF TYPE A, WINDOW DIME. ANCHOR ANCHORS TYPE WIDTH (W) MULL SPAN A II C D 19-1/8' 26-1/2" M. 37' 42'1W 48' 54' BO' 86' 1. 749 120.5 90.4 130.0 5318 86.8 88.2 130.0 47.5 76.8 67.6 115.2 38.8 62.3 46.7 93.4 33.9 54.9 41.1 82.3 28.7 41L0 38.0 72.0 20.4 42.7 320 04.0 23.8 38.4 28.8 87.6 21.6 34.9 26.2 52.4 - 320 24.0 48.0 18-1/8' 26-1/2" 30' 37' 42' 48' 54' 80' 86" 72• 132" 879 109.5 82.1 130.0 48.9 79.0 59.3 118.8 43.2 89.8 82.4 104.7 38.0 1 58.6 42.5 84.9 30.9 49.9 37.4 74.8 27.0 43.6 327 65.5 24.0 38.0 29.1 88.2 21.6 34.8 26.2 524 - 31.7 23.8 47.8 29.1 21.8 43.8 19-1/e' 26-1/2" 30" 37' 42' 48" 04' 144" 62.1 100.4 78.3 130.0 449 729 54.3 108.7 39.8 84.0 48.0 96.0 32.1 51.8 38.8 779 28.3 48.7 34.3 8&8 24.8 40.0 30.0 80.0 220 35.8 26.7 53.3 ANCHORS TWE ANCHORS A,&C OR 0 L_,J W2 O �o J � 7 lil SSM aLL rj oS 2 aviZ -HORIZONTAL MUWON-�''>�'Qq$$- ARMLDER TO 13E VEANOUBINAROm INSBWE M I'D OLAZINO ANCHOR MULLIONVERFML 0ING OO= OlAZWO P PR�ODUUCT PRODUCT ANCHORS A,&C OR 0 L_,J W2 O �o J � 7 lil SSM aLL rj oS 2 aviZ -HORIZONTAL MUWON-�''>�'Qq$$- ARMLDER TO 13E VEANOUBINAROm INSBWE M I'D OLAZINO ANCHOR OlAZWO GLAZING PRODUCT PRODUCT MULLION SPAN ANCHORS A,B.0 OR 0 TYPICAL MULLION ARRANGEMENTS WIDTH (W) Wt 2�PROOwrRHvIwD �, PEE 0 70592 "*ftCoda°dgitlmFbft OAR. 30. - /7 ?"0`1 R41emt Prmttrot • droWing no. ANCH(JRS M07_Q4 0 1/4' DIA ULTRAQONS Ed. 2 PER CLP (1 ON EAC" WING) WOOD BUCK 1/4' DIA. UL" 2 PER CLIP (1 ON EACH 1/4-1) 2 PER CUP (1 ON' WOOD RUCK OR )D STRUCTURE w"I f T • • CLU CLP • • • • •ltNCF10RS TYPE 'A' • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD WOOD STRUT 1/4" DIA ULTRACONS V) oo W 5< rj Z ILUm X „g• � g�� 1/4' DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. - MIN. EDGE 01ST. UK EMBEOM— WOOD 1' 1-3/B° BLOCK 2-1/2' 1-1/4' CONCRETE 2-1/2' 1-1/2' ALL CLIPS ANDANGLES TO FR SNUG INTO TUBE MULLIONS. UJIN91, i CLIPS OR ANGLES CONNECTED DIRECTLY 10 MASONRY TO BE PROTECTED B " WITH MXAU—RESISTANT COATINGS, SUCH AS BTUMINOUS PAW OR 0 a m m WATER— WITTE NEWACMATE LACQUER. E— IAVAD ANMAD PRODUCFREVISED CML m00nn1yl wah010F1p FLA PE. •7•g82'•., BulWtngOoh c.RN./2.022. '7 . � ► drawing no. I . M07--04 ,'�,.•';' ehset $ of 7 1/4° DIA. ULTRACONS 4 PER CUP (1 ON EACH WINO) WOOD Ile DIA 2 L2x2xtB° �P Awae 2° o c uw 2 PER ANGLE 1 , I 1/4' DIA ULTRACONS 1/4" DIA ULTRACONS 4% $ Ed. 2 PER CLIP (1 ON EACH WING) 1 PER ANGLE � 1 MIN. �" y N LL OC ja/ t 11 I n lt1 Ij i 2x2x1/S' v I FLOATING CUP j�•'! ALUM AN OC I ^ 1 1 2"OC MIN ____—...___ I I I 2 PER ANGLE I I v 30 I I I I j j a�13jj� m O I I I I g JJ�M v 1 I I I W M II t 1 I 1 UU 00 to °.• .�. ,. �(A V 3° a In WKo Ed. 1/4` DIA P (I ON E 2 PER CLIP (i ON EACH WING) 1/4' DIA ULTRACONS 13Y 'ELCO' ULTRACONS MAY BE HEK OR FLAT HEAD SU BEDNENT BLOCK 2-1/2° =I,//;. CONCRETE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCTREVIM S °o g �complytngaHhdreFtmlBa d y„ �l �l Ars4P� �% $ Mme drawing no. M07-04 ABHOR LOCATEN • • • • • •--------- ALL CLIPS AND ANGLES TO RT SNUG INTO TUBE MULLIONS. 1 1 CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI—RE'SWANT COATING% SUCH AS BITUMINOUS PAINT OR '• • • • • • • • • • WATER—WHITE METHADI ATE IACOUER. 1 1 ••• • • • • • • • 1RNCHGe TYI 'B' • • i • • • (ANCHORS 'C' TYPE ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCTREVIM S °o g �complytngaHhdreFtmlBa d y„ �l �l Ars4P� �% $ Mme drawing no. M07-04 I J 'PQ 1/4° DIA. ULTRACONS 1/4` DEl ULTRAI 2 PER A ii y� #,4 sMs 3 PFR ANGLE I I LOCATION OF SCREWS CONNECDNO ANGLES TO TUBES WHERE MOLES ARE NOT FIT SNUG INTO TUBE MULLIONS. ANCHORS TYPE V, X ANGLE 1/8° 014 F.H2.! 1/8° THICK ALUM C LENGTH TO F INTO I TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JINM AFTER ASSEMBLY 1/4° CIA. ULTRACONS BY 'ELDW ULTRACONS MAY BE HEX OR FIAT HEAD SUWMTE Ed. - MIN. EDGE DIST, N. EMBEDMENT WOE 1° 1-3/8° BLOCK 2-1/2° 1-1/4` CONCRETE 2-1/2' 1-1/2` ••• 00 • • • ••• • • • • Soo • • • • • • •• • • • • ••• • • • • • • • • •• •• • • • •• • • • • • • • • • • • • ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MUWONS. • CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI-RESISTAM COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE MERIACRYIATE LACQUER. • ••• • ••• • • ••• • • • • • • • • . . . .• • • •. • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THIS SCREW, INSTALLED IN DIRECTION / 14 S.M.S. 2/ CHANNEL -1 FTUBE MULLION MULLION 14 FH SMS PER CLIP FOR CHARTS A. B OR C 3 PER CLIP FOR CHART D 1-1/2° O.C. MDL I 1 1' O.C. MIN. I I 1-3/4` X 2° X 1/8° (FOR 26Y TUB 3/4` X 2` X 1/8° FOR 118Y TUB M ANGI CUT TO FIT SNUG INSIDE TUE METAL TO METAL CONNECTION ,. W -A-1) AHMAD PRODUCFRBV1= Q •� FLAAPIIE, 7163, �QoatpiS�SwGht�Fl4lda b C. I..3938 BAS �.(.f ' 3 „ Myjp•1 dm-- Ro. D..,, M07-04 ME NJ WE WINDOW & DOOR LAYOUT AIK SCALE: 1/8"= 1'-0" m % . ... . . . ... .. .• .. • • • • • • • • • • • • • •(!.q • • • • • • • ••i�y�• 4 �•/ ••i �� 2Q;4 •i ORDER NO.: 306319 s I ulff WE WINDOWS & DOORS AM N B� �� CONMCTfW 975 S. CONGRESS AVE. DELRAY BEACK FL 33445 TEL - (561) 2748283 FAX - (561) 2749262 W W W.SIVAWACT WINDOWS.COM PRODUCTS SERIES "100 STORMSAFE" ALUMINUM SINGLE HUNG WINDOW SERIES "200 STORMSAFE" ALUMINUM HORIZONTAL SLIDING WINDOW SERIES "300 STORMSAFE" ALUMINUM FDCED WINDOW SERIES "500 " ALUNE NLTM OUTSWING DOOR SERIES "600 KM" ALUMINUM SLIDING GLASS DOOR REVISIONS No. I DESCRIPTION DATE O O O O OO iii.. l� d X. "O" "X" nXn nOn nXn LL --/,, O OO O . . ... . . .. • . ... .. .. . . .. . • • • • • • • • • • .... . . .. . . .. . . ... . ... . •• • • • •• ••• •• • ••• • • • • V • ORDER NO.: 306319 s I lw"w 71/4" 31/s" 7-2�2 WINDOWS & DOORS � 3 74" y N y ARMSTi�ONG 37 6.{/IrJJi/lBM C i./0 ff M �r1 "X" "O" "X" nOn "A "O" \ X. nOn X. .On \ \ nXn .On L6=====M-L J L L-11 ILy Lu, LL-J 975 S. CONGRESS AVE. 10 Gee 12 13 16 17 18 19 21 22 24 DELRAY BEACK 83 3445 Gee 00 0 G 0 0TEL - (561 Go FAX - (561) 2749262 WWW. SIWIMPACTWINDOWS.COM WINDOW ELEVATIONS SCALE: 1/4"= 1'-0" M 3yg' DOOR ELEVATIONS SCALE: 1/4"= 1'-0" 0 129" 20 SERIES "100 STORMSAFE" ALUMINUM SINGLE HUNG WINDOW SERIES "200 STORMSAFE" ALUMINUM HORIZONTAL SLIDING WINDOW SERIES "300 STORMSAFE" ALUMINUM FDG;D WINDOW SERIES "500 " ALUMINUM OUTSWING DOOR SERIES "600 KM" ALUMINUM SLIDING GLASS DOOR I No. I DESCRIPTION I DATE I PROJECT: DESBIOLLES RESIDENCE ADDRESS: 390 NE 98TH ST MIAMI SHORES VILL, FL 33138 ARCHITECT: DRAWING DESCRIPTION: AS NOTED DATE: DRAWN BY: 04/25/14 BSR SCALE: AS SHOWN SHEET: DWG: E-1 1 2 OF 3 rz > y a o nXn nOn nXn � i d O . . ... . . .. • . ... .. .. . . .. . • • • • • • • • • • .... . . .. . . .. . . ... . ... . •• • • • •• ••• •• • ••• • • • • V • ORDER NO.: 306319 s I lw"w 71/4" 31/s" 7-2�2 WINDOWS & DOORS � 3 74" y N y ARMSTi�ONG 37 6.{/IrJJi/lBM C i./0 ff M �r1 "X" "O" "X" nOn "A "O" \ X. nOn X. .On \ \ nXn .On L6=====M-L J L L-11 ILy Lu, LL-J 975 S. CONGRESS AVE. 10 Gee 12 13 16 17 18 19 21 22 24 DELRAY BEACK 83 3445 Gee 00 0 G 0 0TEL - (561 Go FAX - (561) 2749262 WWW. SIWIMPACTWINDOWS.COM WINDOW ELEVATIONS SCALE: 1/4"= 1'-0" M 3yg' DOOR ELEVATIONS SCALE: 1/4"= 1'-0" 0 129" 20 SERIES "100 STORMSAFE" ALUMINUM SINGLE HUNG WINDOW SERIES "200 STORMSAFE" ALUMINUM HORIZONTAL SLIDING WINDOW SERIES "300 STORMSAFE" ALUMINUM FDG;D WINDOW SERIES "500 " ALUMINUM OUTSWING DOOR SERIES "600 KM" ALUMINUM SLIDING GLASS DOOR I No. I DESCRIPTION I DATE I PROJECT: DESBIOLLES RESIDENCE ADDRESS: 390 NE 98TH ST MIAMI SHORES VILL, FL 33138 ARCHITECT: DRAWING DESCRIPTION: AS NOTED DATE: DRAWN BY: 04/25/14 BSR SCALE: AS SHOWN SHEET: DWG: E-1 1 2 OF 3 • • • • • • • • • • • • ••• • • • • ••• ORDER NO.: 306319 975 S. CONGRESS AVE. DELRAY BEACH, FL 33445 TEL - (561) 274-8283 FAX - (561) 2749262 W W W.SIWIMPACTWINDOWS.COM SERIES "100 STORMSAFE" ALUMINUM SINGLE HUNG WINDOW SERIES "200 STORMSAFE" ALUNIINUM HORIZONTAL SLIDING WINDOW SERIES "300 STORMSAFE" ALUNIINUM FDS WINDOW SERIFS "500 " ALUMINUM OUTSWING DOOR SERIES "600 KM" ALUMINUM SLIDING GLASS DOOR I No. I DESCRIPTION I DATE I PROJECT: DESBIOLLES RESIDENCE ADDRESS: 390 NE 98TH ST MIAMI SHORES VILL, FL 33138 ARCHTTECT: DRAWING DESCRIPTION: WINDOW SCHEDULE DATE: DRAWN BY: 04/25/14 BSR SCALE: AS SHOWN SHEET: DWG: SC -1 3 OF 3 WINDOW & DOOR SCHEDULE OPNG # WINDOW/DR TYPE SIZE (in) NOA # APPVD D.P.R- (psfl ZONE # MULLIONS NOA # 1 OUTSWING DOOR 38 1/4" x 85 3/4" 13-0220.06 +70.0,-70.0 4 2 HORIZONTAL SLIDER 53 1/8" x 50 5/8" 12-0221.07 +80.0,-100.0 5 3 HORIZONTAL SLIDER 53 1/8" x 50 5/8" 12-0221.07 +80.0,=100.0 5 4 HORIZONTAL SLIDER 53 1/8" x 50 5/8" 12-0221.07 +80.0,-100.0 5 5 HORIZONTAL SLIDER 111"x63" 12-0221.07 +80.0,-100.0 4 6 OUTSWING DOOR 53 1/8" x 83" 13-0220.06 +80.0,-80.0 5 7 HORIZONTAL SLIDER 53 1/8" x 38 3/8" 12-0221.07 +80.0,-100.0 4 8 HORIZONTAL SLIDER 53 1/8" x 38 3/8" 12-0221.07 +80.0,-100.0 5 9 HORIZONTAL SLIDER 97 1/2" x 38 3/8" 12-0221.07 +80.0,-100.0 4 1" x 4" HORZ. CLPD 12-0221.09 FIXED (PW) 97 1/2" x 20 3/4" 12-0221.08 +90.0,-130.0 4 10 FDC3D (PW) 32 1/2" x 63" 12-0221.08 +90.0,-130.0 4 11 HORIZONTAL SLIDER 37" x 38 3/8" 12-0221.07 +80.0,-100.01 5 12 HORIZONTAL SLIDER 37" x 38 3/8" 12-0221.07 +80.0,-100.0 5 13 HORIZONTAL SLIDER 37" x 38 3/8" 12-0221.07 +80.0,-100.0 4 14 HORIZONTAL SLIDER 37" x 38 3/8" 12-0221.07 +80.0,-100.0 4 15 HORIZONTAL SLIDER 37" x 38 3/8" 12-0221.07 +80.0,-100.0 4 16 SINGLE HUNG 19 1/8" x 38 3/8" 12-0221.06 +70.0,-70.0 4 17 SINGLE HUNG 19 1/8" x 38 3/8" 12-0221.06 +70.0,-70.0 4 18 HORIZONTAL SLIDER 713/4" x 50 5/8" 12-0221.07 +80.0,-100.0 5 1" x 4" HORZ. CLPD 12-0221.09 FDCID (PW) 713/4" x 28 1/2" 12-0221.08 +90.0,-130.0 5 19 HORIZONTAL SLIDER 37" x 50 5/8" 12-0221.07 +80.0,-100.0 4 20 SLIDING GLASS DOOR 129" x 83" 12-0611.03 +50.0,-60.0 4 21 HORIZONTAL SLIDER 74" x 50 5/8" 12-0221.07 +80.0,-100.0 5 22 HORIZONTAL SLIDER 37" x 38 3/8" 12-0221.07 +80.0,-100.0 5 23 SLIDING GLASS DOOR 72" x 83" 12-0611.03 +50.0,-60.0 4 24 1 HORIZONTAL SLIDER 1 53 1/8" x 63" 1 12-0221.07 1 +80.0,400.0 5 • • • • • • • • • • • • ••• • • • • ••• ORDER NO.: 306319 975 S. CONGRESS AVE. DELRAY BEACH, FL 33445 TEL - (561) 274-8283 FAX - (561) 2749262 W W W.SIWIMPACTWINDOWS.COM SERIES "100 STORMSAFE" ALUMINUM SINGLE HUNG WINDOW SERIES "200 STORMSAFE" ALUNIINUM HORIZONTAL SLIDING WINDOW SERIES "300 STORMSAFE" ALUNIINUM FDS WINDOW SERIFS "500 " ALUMINUM OUTSWING DOOR SERIES "600 KM" ALUMINUM SLIDING GLASS DOOR I No. I DESCRIPTION I DATE I PROJECT: DESBIOLLES RESIDENCE ADDRESS: 390 NE 98TH ST MIAMI SHORES VILL, FL 33138 ARCHTTECT: DRAWING DESCRIPTION: WINDOW SCHEDULE DATE: DRAWN BY: 04/25/14 BSR SCALE: AS SHOWN SHEET: DWG: SC -1 3 OF 3