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WS-11-229Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 159861 Permit Number: WS -2 -11 -229 Scheduled Inspection Date: May 18, 2011 Inspector: Bruhn, Norman Owner: ARRASTIA, JOHN Job Address: 10401 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: INNOVATION & RENOVATIONS BY REY Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122310120190 Phone: (305)332 -5987 Building Department Comments REPLACE 18 WINDOWS AND 1 DOOR Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 155919. May 17, 2011 For Inspections please call: (305)762 -4949 Page 19 of 27 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON TIM JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: TAX FOLIO NO.iti-?.23t- ip02 -01'o THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 111111111111111111111111111111111111111111111 CFH 2011R0107164 OR 8k 27589 Ps 3307; (1os ) RECORDED 02/16/2011 13:34:19 HARVEY RUVIN, CLERK OF COURT fIAMI -BADE COUNTY, FLORIDA LAST PAGE Space above reserved for use of recording office 1. Legal description of property streetvaddress:1044:1% Mk to O , iM I a M r' e ('t . 3313 8, �t .. - . 000. cu) a- 1, ootR. 2. 00 100.. i4032.. b3oo ©I ►9 C1 OA:cow.4korc 110135 u C. 3. Owner(s) name and address: interest in property: Name and address of fee simple titleholder: 4. Co I ; or's name, address and phone number: S. Surety: (Payment bond ired by owner from contractor, if any) Name, address and phone number: Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(47., Florida Statutes, Name, address and phone number: 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 6. Expiration date of this Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WiTH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/M • Prepared By Prepared B Print Name Print Name a of Ci Title/Office Title/Office cw efL. STATE OF FLORIDA COUNTY OF MIAMI -DADE The fo egoina instrument was acknowledged before me this 14 day of d Y�a� y By Individually, or 4 as CI Personally known, or eit produced the following type of id Signature of Notary Public: Print Name: (SEAT-} VERIFICATION PURSUANT TO SUTTON FLORIDA STATUT Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. for c //a F� ws'zo = agca- 69 -s4Fl -ta SSignature(s) .f s; _. s) or Owner(s)'s Authorized Officer/Director/Partner/l 4 BY • sU' OF F G;-. E.P# .t I 183Al,42 PAGES MO ye. Val NESSmyh'and HARVEY RUV By , A D 20 Official Seal. RK, •, Circe a _, County Courts D.C. 2))$) lititxte Miami Shores Village C" Building Department fEB 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): lent W el / phone.* 3OS 9 a 4430/ Bi : m,a„NovJS II -229 Master Permit No. Address: 1044 O t ME G AAA. City: Mt4tNt Skh,ra State: Fl. LP :. 31316 Tenant/Lessee Name: Phone#: Finail: JOB ADDRESS: I OLt 0 1 1&$. (c) AU£, City: Miami Shores County: Mani Dade Zap: 33.1 ► _ Folio/Parcel#: 11- a.13 1- C)a - 0 tot 6 Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: . Nei ©,1, -V% ONt� ;4j. I.L0 04 ,k".∎b&t S Phone#: 3 C S 33 .. - Address: 1 ti ti eL V; 3; LC 17 ( ' a. . City: State: •F t Tap: "' 3 1 64s Q u a l i fi e r N a m e : e ; t . i c + % , n Ge c CZ Phone#: 3O S 332_ -5187 State Certification or Registration #: C. Cr C. . I S 11 3 L Cj Certificate of Competency 4k ll(go 0 (pi 5 9 - 9 Contact Phone#: 3 05 'S3 2. -S ? Email Address: CO. C C t 41�.4.i G k40T Ad C. ‘\ • CO V1/41\, DESIGNER: Architect/Engineer: V i cue t,.1, k-e. t (4 t C_ U Phone#: (3,c35 0 5 3 I Value of Work for this Permit: $ i3 3 5O. 0 0 Square/Linear Footage of Work: Type of Work: UAddition OAlteration DNew (eepair/Replace ODemolition Description of Work: +A 441. * * ** *s* + ******* *a * ** ***** ear *** *** *e *s** Fey * *e* ***** * **** ******* ** *** ******* *** **awe Submittal Fee $ Permit /—} Fee $ a `''l U ov CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued' In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Contractor The foregoing ins �t was acknowled: before me this d_ The foregoing instrument was acknovAedged before me iiss day of , 20 (1 ( , by ..n - L day of Fa , 20 e k , by t <E1A4 /O M Gif 19 who is personally known to me or who has produced Slit_ who is personally known to me or who has produced fb L. identification and who did take an oath. identification and who did take an oath. NOTAR i11!irl l+r� NOTARY PUBLIC: mil if Sign: Print My Commission Exp' Sign: Print My Commission Ex .410F% Notary Public State of Florida Anna C Gonzalez o My Commission DD894079 pope Expires 08/22/2013 APPROVED BY .�� 1' Plans Examiner Zoning Structural Review (Revised 07 /1IN07XRevised 06/10/2009)(Revised 3/15/09) Clerk 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. r'' COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) 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: Mu o1c + ©t.E C cka 1.ti.o u n,A o C. BUSINESS ADDRESS: 1 +-E q I-IuJAi r1t44G£ DA CITY A O. w� + STATE i . ZIP CODE 33 ((( BUSINESS PHONE: ( 0S ) 332 - Jqi $1 FAX NUMBER (30S ) 8g� -i-- 340 S I CELL PHONE (30 S) 332-5981 QUALIFIER'S NAME: {lei rtorkk ca G &Cc.; QUALIFIER'S LIC NUMBER: C GC IS l I ( E -MAIL ADDRESS (IF APPLICABLE): 1;sa2CAt Q,A(&) ® I-10-1.w.0,. t. C O Wl Created on 3119109 BY MUM RV 3126109 MLDV PM COUNTY TAX.COLLECTOR. 140 W. FI.AGLER S L 1St FLOOR MI AMl, FL33130 LOCAL BUSINESS TAX RECEIPT 2011 MIAMI -DALE COUNTY - STATE OF FLORIDA EXPIRES SEPT. 30, 2011 MUST BE DISPLAYED AT PLACE: OF BUSINESS PURSUANT TO COUNTY CODE CHAPTER $A - ART 9 & 1 581931 -4 THIS IS°NOT A BILL- DO NOT PAY FIRST -CLA B U.S. POSTA& PAID MIAMI, FL PERMIT NO. 2 RENEWAL BUSINESS NAME / LOCATION RECEIPT NO. 606759-9 INNOVATIONS & RENOVATIONS BY REY STATE& CGC1511369 INC 749 HUNTINGLODGE DR 33166 MINI SPRINGS OWNER NNOVATNS '& RENOVATNS BY RE See. of Business THIS Y 6 A IERAL BUILDING CONTRACTOR IS _ -- B USINESS TAX RECENT. R • DOES NOT PER18T THE f 9�EEDNG REGULATORY Any OR ZONING LAWS OF THE i IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT ,.oR LICENSE REQUIRE -BY LAW, THIS THE NOLD A�LIFICA- T1ONS.... �'.. O • RE O TAX LLECTOBT 60000000119 000045.00 SEE OTHER SIDE DO NOT FORWARD INNOVATIONS & RENOVATIONS BY REY' INC REINALDO W GARCIA PRES 749 HUNTINGLODGE DR MIAMI SPRINGS FL 33166 1,1111111111111Id111d 111114111111111 d11111111111d114Ad B1 4239 ROFES0XO1 Ai, I ;A 'X:ON B 06/01 09 007G65- IF I BUSINESS TIOD� NOVA IONS Ir R> NOVATZONS 'BY LICENSE TO RSRFO ;WORK:' '0.0110,Aor. ItTAI+2>' IED under proviss3.os o :09489: i a50 AUG Ti.r 2041 09060 O09I_9, STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES Dfl/ISION OF WORKERS COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXIMPT FROM FLORIDA WORKERS COMPENSATION LAW EFFECTIVE 03/14/2010 EXPIRATION DATE: 03/13/2012 PERSON REINALIXI W GARCIA FEIN: 141871116 BUSINESS NAME AND ADDRESS: INNOVATIONS & RENOVATIONS BY REY INC 749 HUNTING LODGE DR MIAMI SPRINGS, FL 33166 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED ROOFING CONTRACTOR 2- CERTIFIED GENERAL CONTRACTOR IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election 1- under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade Listed an Rthe notice of election to be exempt. E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named qn the certificate to meet the requirements of this section. QUESTIONS? (850) 413-1609 02/09/2011 13:40 FAX 3055547090 The First Ins 0001 a CERTIFICATE OF LIABI PRODUCER First Insurance Group 10987 SW 40 St Mlaml, FL 33165 Phone (305)221.7878 Fax (305)554-7090 INSURED INNOVATIONS AND RENOVATIONS 749 HUNTING LODGE DR. MIAMI SPRINGS FL 33108 TTY INSURANCE DATE D11rY1 THIS CERTIFICATE IS ISSUED AS A MAILER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT ANEND, EXTEND OR ALTER THE_ . VERAGE AFFORDED BY. .P EL OW INSURERS AFFORDING COVERAGE NAIC I NRER A UNITED SPECIALTY INSURANCE CO INSURER It INSURER C: RER D: INSURER E: COVERAGES J INSURER F: THE POUCIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. � _ TR E p TYPE OP INSURANCE POLGI NUMBER T. uM GENERAL LIABILITY EACH OCCURRENCE 1,000,00 OANIAGE Rover 1 COMMERCIAL GENERAL LIABILITY NS1203901 10/30110 10/30/11 P TiO F�.1 $100,000 ME) EXP (Any one parson) $5,000 n PERSONAL & ADV INJURY 1,000,000 00 CLAIMS MADE ❑ OCCUR 0 GENT. AGGREGATE LINT APPLIES PER' ❑ POLICY ❑ PROJECT ❑ LOC AUTOMOBILE L WRILITY • ANY AUTO ❑ ALL OWNED AUTOS 0 ❑ 0 SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS GARAGE LIABILITY ❑ ANY AUTO 0 X ❑ EXCESSIUMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE ❑ DEDUCTIBLE ❑ RETENTION S WORKERS COMPJ+IAT1ON AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER I EXECUTIVE OFFICER / MEMBER EXCLUDED? N yes, describe under SPECIAL PROVISIONS below OTHER GENERAL AGGREGATE 2,000,000 PRODUCTS • COMP/OP AGG 2,000,000 COMBINED SIDLE LIMIT (Ea BODILY INJURY (Per BODILY INJURY (Pee end PROPERTY DAMAGE (Per accident) AUTO ONLY- EA ACCIDENT Exempt OTHER THAN EA ACC AUTO ONLY: EACH OCCURRENCE AGGREGATE AGO ❑TL!YlrTA-S EL Ed ?pet E.L. DISEASE - EA EMPLOYEE EL DISEASE • POLICY MST DESCRIPTION OF OPERATIONS I LOCATIONS I ViS4ICLES I EXCLUSIONS ADDED BY ENDOR TENT I SPECIAL PROVISIONS CONSTRUCTION OPERATIONS NEW AND REMODELING CERTIFICATE HOLDER MIAMI SHORES VILLAGE BLDG. DEPT 10050 NE 2 ND MIAMI SHORES FL 33138 305 884 4823 ACORD 25 (2081 /OM OF Est' i0 �' peGkou CANCELLATION ktnitt SHOULD ANY OF THE ABOVE DESCRIBED EXPIRATION DATE THEREOF.171E ISSUING INSURER 31) OATS WRITTEN NOTICE TO THE "a TE THE LEFT, BUT FAILURE TO DO SO SHALL OP ANY KIND UPON THE INSURER, ITS A MUTH-OWED REPRESENTATIVE Ralph N. Rodriguez BEFORE THE ENDEAVOR TO MAIL NAMED TO TION OR LIABILITY AWES. 1.,zoisav fEB 1 Y 1011 By:. e eee eede$Ale Jaea;• VICENTE FRANCO PROFESSIONAL ENGINNER Reg No 62531 10776 NW 84 LANE MIAMI, FLORIDA 33178 (305) 305 5631 CALCULATION SHEET PROJECT NAME: NEW WINDOWS FOR: HELER WONG & JOHN ARRASTIA ADDRESS: 10401 NE 6 AVE MIAMI SHORES FL 33138 -2048 WS 1 ' 2.29 VICENTE FRANCO ROFESSIONAL ENGINNER • ... • • • • • • • Reg No 62531 • • • •. • • . • •• ••• •• • • S. Y;3 •• • • •• • • • • • • • • • • • • • • • • • • • tl.' • Miami Shores Villa • e Vicente Franco. PE 62531 WIND PRESSURE h <= 60 FT. ASCE 7 -05 h= 15 FT Less horizontal dimension A = 47 FT ZONE 5 = 4.7 FT TAKE a = 4.7 6.5.10 Velocity Pressure qz = 0.00256 * Kz * Kzt * Kd * V ^2 * I LB /FTA2 Kz: Velocity Pressure Exposure Coefficient Exposure Category: C a = 9.5 Table 6 -2 Zg = 900 FT Table 6-2 FOR Z < 15 FT THEM Kz = 2.01 (15/Zg) ^(2/a) TABLE 6 -3 FOR 15 <= Z <= Zg THEM Kz = 2.01 (ZIZg) ^(2/a) TABLE 6-3 Z= 15 FT THEM Kz = 0.85 Kzt: TOPOGRAPHIC FACTOR Kzt = 1.0 Kd: WIND DIRECTIONALITY FACTOR Kd = 1.0 V: BASIC WIND SPEED MIAMI DADE COUNTY, THEM V = 146 mph 1620.2 FLORIDA BUILDING CODE - BUILDING •• ••• • • • • • •• I: IMPORTANCE FACTOR •' • • • CATEGORY =014° ••• •• • • • rJ BLE 1 -1 I = 1.0 TABLE 6-1 ... ..• • ••• ..• • •• •• • •• ••• • • • ••• • • • • • • • 46.32 LB/FTA2 qz= 0.00256 *Kz *I,zt* Cd *AFf'' I qz = ... • • • • •.• • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • •• •• 000 • • • 000 • • WINDOWS AND DOOR PRESSURE TRIBUTARY AREA : 10 FTA2 P: DESIGN PRESSURE P: qh * (GCp - GCpi) Eq. 6 -22 qh = qz POSITIVE PRESSURE GCp= 1.0 GCpi = -0.18 P4 = qh * (GCp - Gcpi) P5 =P4 FIGURE 6-1IA FIGURE 6-5 ENCLOSED BUILDING P4 = 54.66 LB/FTA2 P5 = 54.66 LB/FTA2 NEGATIVE PRESSURE P4: GCp = -1.1 GCpi = 0.18 P4 =qh * (GCp -Gcpi) FIGURE 6-11A FIGURE 6-5 ENCLOSED BUILDING P4 = -59.29 LB/FTA2 P5: GCp = -1.4 GCpi = 0.18 P4 = qh * (GCp - Gcpi) FIGURE 6 -1IA FIGURE 6 -5 ENCLOSED BUILDING P5 = -73.19 LB/FTA2 • • •• S. • • • • • • • ZONE 4 •.' ... •• • •• P4 = 54.66 LB/FTA2 ••• ••• 5 3.j 9.2.9 L T "2..• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ZONE 5;• ••• ••• ••• P5 = 54.66 LBIFT "2 ••• • • • • • ••• • • • • • • • • • • • • • • • • ... • • • • • • • • • • • • • • • • • •• • • . . .• •. .•• • • • • • ..• • • -73.19 LB /FTA2 TRIBUTARY AREA : 20 FTA2 P: DESIGN PRESSURE P: qh * (GCp - GCpi) Eq. 6-22 qh = qz POSITIVE PRESSURE GCp = 1.1766 - 0.1766* LOG (AREA) GCp = 0.95 GCpi = -0.18 FIGURE 6 -5 ENCLOSED BUILDING P4 = qh * (GCp - Gcpi) P5 =P4 P4 = 52.20 LB /FTA2 P5 = 52.20 LB/FTA2 NEGATIVE PRESSURE P4: GCp = -1.2766+0.1766* LOG (AREA) GCp = -1.05 GCpi = 0.18 FIGURE 6-5 ENCLOSED BUILDING P4 = qh * (GCp - Gcpi) P4 = -56.83 LB/FTA2 P5: GCp = - 1.7532 +0.3532* LOG (AREA) GCp = -1.29 FIGURE 6-11A GCpi = 0.18 FIGURE 6-5 ENCLOSED BUILDING P4 =qh *(GCp -Gcpi) P5 = -68.26 LB/FTA2 •• ... • • • • • .. • • • . ZONE 4 '... . . .'. •. P4 =" • •g2.2b' LB2' •• -56.83 LB/FT "2 ... •.• • ••• U.S . • . • . • . • . • . • . • . . • •• • • •• ZONE S5* •• • ' • ; • • • �. • ' • :. • • P5 z ' 52.24 LB/FT "2 • • • ... • • • • ••• • or • • • • • • • • • ••• • • • • • • • • • • • • .. • • .. •• • • • .• .• • • -68.26 LB/FTA2 TRIBUTARY AREA : 30 FTA2 P: DESIGN PRESSURE P: qh * (GCp - GCpi) Eq. 6 -22 qh = qz POSITIVE PRESSURE GCp = 1.1766- 0.1766* LOG (AREA) GCp = 0.92 GCpi = -0.18 FIGURE 6 -5 ENCLOSED BUILDING P4 =qh *(GCp -Gcpi) P5 =P4 P4 = 50.76 LB/FTA2 P5 = 50.76 LB/FTA2 NEGATIVE PRESSURE P4: GCp = - 1.2766+0.1766* LOG (AREA) GCp = -1.02 GCpi = 018 FIGURE 6-5 ENCLOSED BUILDING P4 = qh * (GCp - Gcpi) P4 = -55.39 LB/FTA2 P5: GCp = - 1.7532 +0.3532* LOG (AREA) GCp = -1.23 FIGURE 6 -11A GCpi = 0.18 FIGURE 6-5 ENCLOSED BUILDING P4 =qh *(GCp -Gcpi) P5 = ...;§5 .,38 LB/FT: 2• .. • • • •••••• • • • • • •• • ••• •• • • • .• ZONE 4 P4 = 50.76 LB/FTA2 i .. • -55.39 L•B-T "2' • • • • • ZONE 5 • . • •. .. . . • • •.• • • • • . •• • • • • • • • • • • ... • • • • • • • • • • • • • • •• •. • • • .• .• ••• • • • ... • • ■ P5 = 50.76 LB /FT "2 -65.38 LB /FT "2 •• ••• • • • • • •• • • • • • • •• • • • • • • • •• • •• ••• •• • • • •• ••• ••• • ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp dba V & V Windows 2355 W 4th Avenue Hialeah, FL 33010 -1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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" 8'0" outswing Glazed Aluminum Entrance Door - L.M.I. APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out -Swing Entrance Door (L.M.I.) ", sheets 1 through 12 of 12, dated 02/24/10 with revision `B" dated 08/09/10, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement is needed. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: ,"Miami -Dade County Product Control Approved ", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.GOV /buildingcode • S. ••• • • • • • •. INSPECTION: A copy of this entire NOA shall bepi ovi ed. athi u: ei lot t&. manufacturer or its distributors and shall be available f o r inspection at rite jobs ite at the'req esi of the Building Official. This NOA consists of this page 1, evidence pages E -1, E -2, E -3, E-4 and E-5, as well as approval document mentioned above. ••• ••• • ••• ••• • The submitted documentation was reviewed by Jame b. Gascob, It E. .' • • • • • • • • • • •• •• • • • •• • • • • • • • • • • • • NOA No. 10-0406.04 Expiration Date: September 01, 2015 • • • • • • • • • • A•pproy a1 Date: September 01, 2010 • • • • • • • Page 1 • • • •.• • • • • • • • • • • • • • • •• •• • • • •• •• •.• • • • •.. • • Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 -08, titled "Series Aluminum Out-Swing Entrance Door (L.M.I.) ", sheets 1 through 12 of 12, dated 02/24/10 with revision `B" dated 08/09/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of Aluminum outswing French door, prepared by American Test Lab of South Florida, Test Report No. ATLSF- 0403.02 -08, dated 01/18/10, signed and sealed by William R. Meitner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC -2007, dated March 18, 2010, prepared by Al- Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC 2007, dated April 30, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF - 0403.02 -08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. Largaespada, P. E. 3. Asset purchase agreement dated Jitly 28i 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. G. OTHERS 1. None. • •••••••• • • • • • • • • •• ••• •• • • • • ••• ••• • ••• ..• • • • • • • • • • • • • Y Jaime D. Gasco P. E. • • • • • • • • • • C dir Product Control Division • • • • • • • NOA No. 10-0406.04 Expiration Date: September 01, 2015 • • • • • • • ... 4.ppr4val Date: September 01, 2010 _t • • • • • • • ••• • • • • • • • • • • • • • • •• ••• • • • • •• • •• ••• • • • ••• • • i S m / I � w mt+ fil)IL 11111,1a,I 1/8" HEAT STREN'D GLASS 3/16' HEAT STREN'D GLASS .090' INTERLAYER .090" INTERLAYER BUTACITE PVB BY ' DUPONT' BUTACITE NB BY 'DUPONT' 1/8" HEAT STREN'0 GLASS 3/1S HEAT STREN'D GLASS SILICONE SILICONE DOW 995 DOW 995 PECORA 895 _ PECORA 895 GLASS TYPE 'A' 5/I8' OVERALL LAM. GLASS GLAZING OPTIONS GLASS TYPE 'B' 7/15* OVERALL LAM. GLASS GLAZING DETAIL AT SIDELITE/TRANSOM It J I I a gt a o m Qam ••�iQMm�� • w� 3 n • ••• •• •LL �_ • •• • •• °ti's • • •R� W�� �i�y•••• • r •' • •.• •••• •••• • fi b • • • •••40•I1 •�•• • S •I THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMP • • • • • • $ •� SHUTTERS ARE NOT REQUIRED. • • ,ww�•�I „o� •• •• •••tIU •'s g • w ci z v >•t� a a m o 3.13,p,20 • • • ALUMINUM OUTSWING ENTRANCE DOOR • • • SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/0 TRANSOM•SEE SHEET 2. • SINGLE (0/5) AND DOUBLE (0 /XX) LEAF DOORS WITH TRANSOMS SE: SHEET �. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEE1• d. •••• SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET*. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDMON INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT CONE INTO CONTACT WITH OTHER DISSIMILAR MATERWS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. Engn JAAO AMMO CNq. FLA PE t 70592 CAN. 3538 1 � 0 2010 iA 0 0 0J 0 1 v .o • • Y•• •••• • •• :I V S 8 C B 4 Y 1 8 drawing no. W10 -08 sheet 1 of 12 • •••• • 5- MAX. HEAD /SILL CORNERS 39 5/8' MAX. FRAME WIDTH 12' MAX. HEAD SILL SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY 55 USED 26 3/4" MAX. D.L. OPG. 36 3/4- MAX. LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM (X) DOOR DIMS. GLASS TYPE GLASS TYPE DOOR DIMS. i1 / u u / - 4, / n / u D r II II / I \ II \ II 1 \ II j1 11 \ 1: \ \ . i ACTME . F. EXT.( +) SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY 55 USED 26 3/4" MAX. D.L. OPG. 36 3/4- MAX. LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS WITHOUT TRANSOM (X) DOOR DIMS. GLASS TYPE GLASS TYPE DOOR DIMS. A• B• FRAME WIDTH FRAME HEIGHT EXT.( +) INT.( -) EXT.(+) INT.( -) 37 -5/8- 9B- 70.0 80.0 70.0 80.0 39 -5/8- 75.8 66.3 75.8 66.3 75.8 76" MAX. FRAME WIDTH 5° MAX HEAD /SILL CORNERS 12" MAX. HEAD SILL SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED HEAD ANCHORS AT STILE ENDS (4) AT 3' O.C. LEAF WIDTH (XX) D.L. OPG. DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITHOUT TRANSOM (XX) DOOR DIMS. GLASS TYPE •A• GLASS TYPE B• FRAME WIDTH FRAME HEIGHT ■ — EXT.( +) INT.(-) ii 98. 70.0 80.0 70.0 80.0 76' 66.3 75.8 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED HEAD ANCHORS AT STILE ENDS (4) AT 3' O.C. LEAF WIDTH (XX) D.L. OPG. DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITHOUT TRANSOM (XX) DOOR DIMS. GLASS TYPE •A• GLASS TYPE B• FRAME WIDTH FRAME HEIGHT EXT.( +) INT.(-) EXT.( +) INT.(-) 72 98. 70.0 80.0 70.0 80.0 76' 66.3 75.8 66.3 75.8 U V l Z n � o 1 a � a '8 m 0 o v� 2 W $S`° • . •• ••••• ••• w 6 • ••• • •• • •• •• -A • • • • •• 1�£ F.• ••• • • ^ •,Lp • • • •••• • •i! •$ • • • ••• •••• • • ¢ •• i Qo • • • O •.• • • • • •• •• •• •• ••• • • • • 8 • • • • ae •• ••• ••• • • • N " 4, • • • • I 4 .- c • • • •• • ••• , .b >4 1 • • NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 Engr JAYA0 AHMAO CIVTL FLA. PE / 70592 CAN. 3938 G I b 2070 ra6 m 0 Y drawing no. W10 -08 (sheet 2 of 12 39 5/8" MAX. (2) ANCHORS AT TRANSOM ENDS SINGLE DOORS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED (o /x) DOORS LOAD CAPACITY - PSF SINGLE DOORS WITH TRANSOM (0/X) DOOR DIMS. GLASS TYPE GLASS TYPE DOOR DIMS. •A' B. FRAME MTH FRAME HEIGHT EXT.( +) INT.( -) EXT.( +) INT.( -) 37 -5/8" 120• 70.0 80.0 70.0 80.0 39 -5/8• 75.8 66.3 75.8 68.3 75.8 76 FRAME WIDTH 71 5/16" D.L OPG. 5" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED ACTIVE 26 3/4" MAX. D.L. OPG. .36 3/4" MAX. 12" MAX. HEAD SILL ALUM REINF. (4) ANCHORS AT TRANSOM ENDS DOUBLE DOORS LEAF WIDTH \ INACTIVE 26 3/4" MAX. (o /xx) D.L. OPG. DOORS LOAD CAPACITY - PSF DOUBLE DOORS WITH TRANSOM (O /XX) DOOR DIMS. GLASS TYPE •A• GLASS TYPE 'B' FRAME WIDTH FRAME HEIGHT EXT.( +) INT.(-) EXT.( +) IM.( -) 72• 120" 70.0 80.0 70.0 80.0 76• 66.3 75.8 66.3 75.8 •• • • • •• • • • •• • •• • • • • •••• • • • ••• •••• • •• • • • •• •• •• • • • • • • ••• • • • • • • •• • • ••• • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 D9 JAVA() AHMAD HA PE I 70592 CAN. 3538 Appmwdaam•dild•1dl►9r Florida Nate P.' X17 p •1OA9 iif1M17• . Mood By •• • H •P Ot fe t 8 8 8 TH • • • • • • S E (40 1: 02-24 —10 , =ale: 1/71p —� 8 drawing no. W10 -08 sheet 3 of 12 ••• • • • ••• • ••• • •• • •• ••• • • • • • • • ••• • DESIGN LOAD CAPACITY - PSF SIDEUTES WITH SINGLE OR DOUBLE LEAP DOORS WITHOUT TRANSOM SIDEUTE WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPE 'A' CLASS TYPE '8' SIDELITE 4/0 REINF. SIDELITE A/ ALUM REINF. SIDELITE W/O REINF. SIDELITE W/ ALUM REINF. EXT.( +) INT.(-) EXT.( +) INT.( -) EXT.(+) INT.(_) EXT.( +) INT.( -) 24 28 32 36 40 80 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 40 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 38 40 90 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 36 70.0 75.6 70.0 80.0 70.0 75.6 70.0 80.0 70.0 71.2 70.0 80.0 70.0 71.2 70.0 80.0 67.4 67.4 70.0 80.0 67.4 67.4 70.0 80.0 64.1 64.1 70.0 75.5 64.1 64.1 70.0 80 0 ALUMINUM STIFFENER DOOR WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. 145" 12" 3" TYP. FRAME WIDTH CLUSTER OF (4) ANCHORS AT HEAD /SILL 12" MAX. HEAD SILL 31 3/8" D.L. OPG. SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 1 B 26 3/4" MAX. D1. OPG. 38 3/4" MAX. LEAF WIDTH 26 3/4" MAX. D.L. OPG. (OXXO) NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -219 Erwin JAVAD *MAD CR . f A PE !1 70592 CAN. 3538 AUG 1 0 2010 • • • • • •• • io •• fin• •• • • • • ••• • • • ••• a. U L ALUM REINF. USE AS PER CHART Append as OompOk*•Rh ge i3a04 7� e ' r a O a a 0 c B I drawing no. W10 -08 (sheet 4 of 12) •••• • • • •••• • •••• • ••• • • ••• •••• • • • • • ••• • ••• • 1I • • /• • V. • • •••• • L N i� = n © a P ___JL___ u ii u II H / / / / \ \ \ \ / '.- \ / Ii II II u II .7 \ I ` L\ _ \ \ \ \ ..,/, / / // / ___ II /LI rf H H -,Liwimm. mmmilm _..................... ____ SURFACE APPUED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 1 B 26 3/4" MAX. D1. OPG. 38 3/4" MAX. LEAF WIDTH 26 3/4" MAX. D.L. OPG. (OXXO) NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05- DEC -219 Erwin JAVAD *MAD CR . f A PE !1 70592 CAN. 3538 AUG 1 0 2010 • • • • • •• • io •• fin• •• • • • • ••• • • • ••• a. U L ALUM REINF. USE AS PER CHART Append as OompOk*•Rh ge i3a04 7� e ' r a O a a 0 c B I drawing no. W10 -08 (sheet 4 of 12) •••• • • • •••• • •••• • ••• • • ••• •••• • • • • • ••• • ••• • DESIGN LOAD CAPACITY - PST SIDELITES W/ SINGLE OR DOUBLE LEAF DOORS W/ TRANSOM SIDEUTE WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPE 'A' GLASS TYPE 'Jr SIDELITE W/ STL. SEINE'. SIDELITE W/ 5Th. SEINE. EXT.( +) INT.( -) EXT.( +) INT.( -) 24 %;; 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 32 96 70.0 80.0 70.0 80.0 36 D.L. OPG. I I I I I I I 70.0 80.0 70.0 80.0 40 q ii _ _._ C • y f _ - 70.0 80.0 70.0 80.0 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 32 102 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 40 70.0 80.0 70.0 80.0 24 70.0 80.0 70.0 80.0 28 70.0 80.0 70.0 80.0 32 108 70.0 80.0 70.0 80.0 36 70.0 80.0 70.0 80.0 40 70.0 80.0 70.0 80.0 24 70.0 80.0 70.0 80.0 28 114 70.0 80.0 70.0 80.0 32 70.0 80.0 70.0 80.0 36 70.0 77.4 70.0 77.4 24 70.0 73.6 70.0 73.6 26 120 70.0 70.1 70.0 70.1 32 66.8 66.8 66.8 66.8 36 63.9 63.9 63.9 63.9 NOTE: FOR DOORS CAPACITIES SEE SHEET 3. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. CLUSTER OF (9) ANCHORS FOR INSTALLATIONS INTO WOOD AND THRU WOOD BUCKS ONLY CLUSTER OF (6) FOR FOR ALL OTHER INSTALLATIONS 145" 31 3/8' D.L. OPG. FRAME WIDTH 71 5/16" 31 3/8' D.L. OPG. ALUM REINF.-1 12" 3" MAX. TYP - SILL D.L. OPG. SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED STEEL REINF. USE AS PER CHART 26 3/4" MAX. D.L OPG. 36 3/4" MAX. LEAF WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 26 3/4" MAX. D.L. OPC. Eno": JAVAD AHMAD CIVIL FLA. PEP 70592 CAN. 3538 AUG 1 0 2010 CLUSTER OF (6) ANCHORS AT SILL V z C1- 4 N 4 O 0 IL 0 ot °°i0H IL z4 461E - • T 0 a O • •-• • •• tlata. 02 -24 -10 0 E S k drawing no. W1 0-08 sheet 5 of 12) \ r. o 12 m G }tt ©' © ;;; %;; )! - � • • • i •4 • • •• •• • 1 /i • /.•• •• • • • . / u / II I \ \ \ \ \ \ \ j // / / / / / ' D.L. OPG. I I I I I I I - , ___C_____ _____ \ /1y \ \u - -_ H i; I I \ IIVE \ -" q ii _ _._ C • y f _ - -� ACT uuaCT1YE SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED STEEL REINF. USE AS PER CHART 26 3/4" MAX. D.L OPG. 36 3/4" MAX. LEAF WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 26 3/4" MAX. D.L. OPC. Eno": JAVAD AHMAD CIVIL FLA. PEP 70592 CAN. 3538 AUG 1 0 2010 CLUSTER OF (6) ANCHORS AT SILL V z C1- 4 N 4 O 0 IL 0 ot °°i0H IL z4 461E - • T 0 a O • •-• • •• tlata. 02 -24 -10 0 E S k drawing no. W1 0-08 sheet 5 of 12) 9/16" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING w N WEEPS 1/2" MIN. THROW BOLT PENETRATION TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1ST WOOD BUCK TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 25Y WCOI OR 111000 STRUCTU TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL STRUCTURE WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DNA. TAPCON BY 'ITW' OIL (Fu =120 KSI. Fy =92 KS!) 1/4" DIA, ULTRACON BY 'ELCO' (Fu ■177 KSI. Fy =155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY I -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY /14 SUS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. .0901 INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Fe = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. WEEPS: 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH END En9r: JAV�AHMAD FLA. PE / 70592 CAN. 3535 • • • • • •• • • •••• • • •••• • • •• •• • • • • • • • • • •• • •• • •• • I j • • •S. • g •••t3 •••w • • ••••A • z • DOOR DETAILS • • 0 2 0 0 •••• • • • I•••• ▪ • • • • • data 02 -24 -10 ) S 8 S drawing no. W10-08, sheet 6 of 12 • METAL STRUCTURE TRY . WOOD SUCH TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS RS SEE ELEV. r FOR SPACING EXTERIOR D.L.O. LEAF WIDTH FRAME WIDTH •••• • • • ••• • ••• • •••W C w ••••W•a•S ji.C••••• N C C_ 6 •- •� Y?. §G_ I •• • • • �;� n$m - •••• sa� • • • •• • • • • C • 4•••• U • • TYPICAL ANCHORS° SEE ELEV.- FOR SPACING tam D.L.O. TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR FRAME WIDTH 0 DOOR DETAILS AUG 20M s 8 drawing no. W 10 -08 (sheet 7 of 12) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 9/15 MIN. THROW BOLT PENETRATION READ. AT DOUBLE (Xx) DOORS ONLY TYPICAL ANCHORS SEE ELEV. FOR SPACING TRANSOM DETAILS • • • • • •• • • Z E o V� aLL o o E aLL 1,1.ZH:m lan- • • t v• • 0 I. •••• • • • • • •••• • :1•••• • • r • * ••••n • • • • • o o • •S • • • • ao I i? e •• • • • • o d1 >.;',,')R .21 • • • ••• 1••5• "� ~•••• a> • ••• • a °1Nm�' • •• • • o8n oa••••• -+acv xIL • ••• •• • 8 0 0 a 8 8 0 8 0 0 dtowing no. W10 -08 (sheet 8 of 12' TYPICAL ANCHORS SEE ELEVATIONS ry FOR SPACING SEE ELEVATIONS FOR SPACING RS $10 X 3/4" FH TENS AT 10" FROM ENDS AND 24" O.C. MAX. • • • • • •• • • COMP - PNL \WIO -08WJ z n aw 1 a. z f13 2 2, g e� ge o H. 03 ' 0 a q o 4.Wlb -i. •1.a • • 111 •• -• N • • _j . C • .� 1. w •••• �d' DOORS W/O TRANSOM CAN HE • ••• • • : • • • • a.. WITH OR WITHOUT ALUM REINFORCING DOORS W/ TRANSOM ARE WITH STER 11•..IItILY • • •i o • . • SEE SHEETS 4 AND 5 FOR CAPACITY • • • z o o m •• •• •••3k °c°cQ0•n. • I 1.?...;;;) i • • o a{ > °".1 • • e'V :.. • . •• • • o • . • •s. O� } rNa 14• e, TYPICAL ANCHORS SEE ELEV. FOR SPACING • D.L.O FRAME WIDTH SIDELITE DETAILS Engr. LVAD AHMA0 RA. FE 1 F 70392 CAN. 3338 G1 ©2010 • S 0 a A • drawing no. W1 0-08 sheet 9 of 12) •••• • • • •... • •... • ••• • • ••• •••• • • • •••• • • ••• s. s s �I s� e o - RA U L. -. R1, xg 4 2 Q 1 �Ti 0 0 yq i, 0 0 a 2, 0 Fa' K i I f 1 W i 'r 1 1� II: 0 0 �11- TYPICAL ANCHO SEE ELEVATIONS FOR SPACING RS $10 X 3/4" FH TENS AT 10" FROM ENDS AND 24" O.C. MAX. • • • • • •• • • COMP - PNL \WIO -08WJ z n aw 1 a. z f13 2 2, g e� ge o H. 03 ' 0 a q o 4.Wlb -i. •1.a • • 111 •• -• N • • _j . C • .� 1. w •••• �d' DOORS W/O TRANSOM CAN HE • ••• • • : • • • • a.. WITH OR WITHOUT ALUM REINFORCING DOORS W/ TRANSOM ARE WITH STER 11•..IItILY • • •i o • . • SEE SHEETS 4 AND 5 FOR CAPACITY • • • z o o m •• •• •••3k °c°cQ0•n. • I 1.?...;;;) i • • o a{ > °".1 • • e'V :.. • . •• • • o • . • •s. O� } rNa 14• e, TYPICAL ANCHORS SEE ELEV. FOR SPACING • D.L.O FRAME WIDTH SIDELITE DETAILS Engr. LVAD AHMA0 RA. FE 1 F 70392 CAN. 3338 G1 ©2010 • S 0 a A • drawing no. W1 0-08 sheet 9 of 12) •••• • • • •... • •... • ••• • • ••• •••• • • • •••• • • ••• LOCKS: ACTIVE LEAF; OPTION B1; 3 POINT LOCK ASSEMBLY BY 'SULUVAN AND ASSOC.' 7/16" X 3" THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY CONNECTING RODS LOCK LOCATED AT 52 -3/4" FROM BOTTOM LOCK HANDLE AT 49 -1/2" FROM BOTTOM OPTION A2; CONVENTIONAL DOOR LOCKSET WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 39" FROM BOTTOM KEY OPERATED ON EXTERIOR ANO THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 46" FROM BOTTOM IN.�'T'P!E LEAs CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10 -3/4' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 38 -32 X 1/2" FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. HINGES: OPTION 6I. 4 -3/4" BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8 -3 /B" FROM BOTTOM RAIL TOP HINGE AT 1 I' FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #12 -24 X 1/2" FH MS OPTION 8Z 7- 13/16' THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8 -3/8" FROM BOTTOM RAIL TOP HINGE AT 11" FROM TOP RAIL CENTER HINGE AT MIDSPAN HINGES FASTENED WITH #10 -24 X 1/2" FH MS TEEN 9 PART @ REQD. DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 V501 3/ DOOR FRAME HEAD /JAMB 6063 -T6 - 2 V502 1 FRAME SILL 6063 -T8 - 3 V503 1 SILL COVER 6063 -T6 - 4 5504 AS REDD. SIOELITE STILE 6063 -T6 - 5 V505 2/ LEAF TOP AND BOTTOM RAIL 6063 -T6 - 6 V506 1/ LEAF HINGE STILE 6063 -T6 - 7 5507 1/ LEAF LOCK AND ASTRAGAL STILE 6063 -T6 - 6 V513 AS REDO. INACTIVE ASTRAGAL STILE 6063 -T6 - 9 5508 2/ LEAF SWEEP ADAPTER 6063 -T6 - 10 5509 AS REOD. SIDEUTE ADAPTER 6063 -T8 - 11 5511 AS REGD. GLAZING BEAD - 5/16 GLASS 6063 -T6 - 11A 5517 AS REDD. GLAZING BEAD - 7/16" GLASS 6063 -T6 - 12 5512 AS REDO. REINFORCING STIFFENER 6063 -T6 - 12A - AS REDO. REINFORCING CHANNEL S LEL 36 KSI 13 - 2/ LEAF 3/6" THREADED ROD STEEL - 14 - - - - - 1S 5514 2/ LEAF FLUSH BOLT SUPPORT ANGLE 6063 -T5 1 -1/2" X 1 -1/2" X 3/16' • • 16 _ - - - - • • • 17 - 3/ LEAF BALL BEARING HINGE ASSEMBLY - - • • • 174 - 3/ LEAF 3 PIECE HINGE ASSEMBLY - - • 18 - - - - • - • • 19 - AS REDO. FIN SEAL PILE WEATHERSTRIPPING - - 20 5516 AS REDO. BULB WEATHERSTRIPPING SANTOPRENE DUROMLI tH ±60 •••• • 21 #8 X 1/2" AS REDD. GLAZING ADAPTER SCREWS ST. STEEL PH TEKS, AT 2" FR" ENDS &03" O.C. WARS 22 #10 X 2" AS RECO. FRAME ASSEMBLY SCREWS ST. SIELL PH EMS 0-0-1-• • 23 - AS REDO. SIDE UTE ADAPTER SCREWS ST. STEEL - • R 24 #8 -32 X 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FH MS • • • 25 - AS REDO. BUMPER SPACER SILICONE - 26 - - - - - • • • SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. Emir: JAVAD NOtAO DAM FL A. PS 70592 CAN. 3538 • • • • • • • •• • .55:71.77k 5 R • •i` i • •" •g O U E •• • • • •e. '£ Ui o-•••• w •z•o ;> egg cga °r! 04 RT. 3pnw • • AD dT> .% • • it 011 to °'R1y,•y • • • ••••gr.a >3.c$j • y o IIm°m•' • • ft JONSI••• • •••kw* • • • a 4, 0 a 0 S A II drawing no. W10 -08 • (sheet T O of 12 • • • •••• • •••• • +•• • • ••• •••• • • • •••• - ==(. ' �l (� o ; - 4.000 .078 TYP. 4.688 094 .626 O nG o 0 II AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (905) 264-8100 FAX. (305) 2826978 E4 II M O II 11 V 0 • 4 -3/4" 7.500 2.125 1.750 .078 TYP. 1 o o 0 O 0 3 -1/2" 8 W I b- -2.016 - 0 FRAME HEAD /JAMB 4.000 (6 HINGE STILE L. Will 1.750-- #12-24 X 1/2" FH biS CRS TYPE 23 #10-24 X 1/2' FH MS CRS TYPE 23 77 3 PIECE HINGE BALL BEARING HINGE 5.313 .078 TIP. 4.000 .078 TYP. 3.500 4.688 7.984 .. .626 7 1.750 :41.UMIlUt Og-SWIT.EN1RANtlE D00R0(L.ML), Labrador ! Fund(& Corp. • • dbo-V & V Windows 2355 West 4th Ave. Hialeah, Fl. 33010 •EL (304 8•41•1 • • •4305) 88g -1042 - 1.210 - • • • • • • • • • • •• • •• • • • •••• • • • •• • • • • • • • • • • • • • t • • • • • ••� • • • • • •••• • - 3.532 .1zs 7YP. 3.782 4.000 O INACTIVE ASTRAGAL STILE .626 �s TOP & BOTTOM _ RAIL 4.000 62�6- t.750TI .078 TYP. 7.984 (7) SWEEP 1.500 .060 1.608 � ADAPTER .388 � 2 - 250 1.000 .094 5.313 /��I / O. D 3.720 �i./,� LOCK /ASTRAGAL STILE 0 ' description • - �' REM. PER BCCD COMMENTS 6 H �1I • Y • 2.200 - -1 1.134 n d d 2.251 .078 TYP. ^- 4.176 1a STIFFENERS - Ofi2 TIP' SILL 1.010 1.164 64 COVER o ,7A79 560 Oa5 -o ° 8 1.-1.575-.1 SIDELITE STILE 2.163 71 I .640 1 .' + e. :: ^ • "--. GLAZING BEAD - 7/16" GLASS Engr .11900 <46.910 FlA PE 99 70592 CAN. 3930 �rI AU 1 0 2010 edas Approv complying with Ils Florida n,a • .: Coda �-� A97� • BY .501 1.660 d I 1.133 I_ L°"'.498 .563 .078 TYP. .709 4,_ .050 t t M-.809 GLAZING BEAD - 5/16" GLASS .062 70 SIDELITE 1.313 ADAPTER f .814 c drawing no Wrowing p. iX 1 0 -0O 4.000 FRAME SILL (sheet 11 of 12) • • • •••• • •••• • +•• • • ••• •••• • • • •••• • • o • drawing no. Wi 0 -08 sheet 12 of 12 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Service Corp. 7450 NW 41a1 St Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (In Miami Dade County) and/or the ART (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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 Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 4, dated 12/05/95 with revision D dated 03/29/07, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division 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 and following statement: "Miami -Dade County Product Control Approved" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at theejob sjte.at the jegyle4t of tjie Building Official. This NOA revises and renews NOA # 03- 1124.04•:and cot is'tspflhi ilage T and evidence pages E-1 and E -2, as well as approval document mentioned above! • • ; ; : :: • • The submitted documentation was reviewed by Mahiel re ez, 'P.E.• • • • • MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buldinecodeonline.com .•• •.• • • • • • • •• •• • ••• ••• • • • • • • • ; • NOA No. 06- 0210.07 • • • • • • • • •)yxl$irltion Date: March 28, 2012 • • �rtppro"val Date: February 28, 2008 Page 1 •.. • • • • • • • • • • • • • • S. •• • • ••• • • • ••• • • • • • • • • ••• • • • • • • • • • •• •• • • Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE. 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated February 20, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated February 20, 2008, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 03- 1124.04, issued to Gopi Glass Sales & Services Corp. for their "Aluminum Tube Mullion — Impact Resistant" approved on 04/01/04 and expiring on 03/28/07. .. .•• • • • • • • • •• • • • • • • •• • ••• •• • ••• ••• • ••• • • • • NOA No. 0 ( 02 . I ( 7 • • • • • . • •• • • Fjpsra$ ion Date: March 28, 2012 • • • • • Alprotal Date: February 28, 2008 •• Manue Pere .. • Product Control E E -2 • • • • • ••• • • • • ••• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • •• •• • • • • •• • .•. • • • 000 • • Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 4, dated 12/05/95 with revision D dated 03/29/07, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., verification Test Report No. FTL -5378, dated October 4, 2007, signed and sealed by Michael Wenzel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -512, dated February 2, 1996 signed and sealed by Hector Medina, F.E. (Submitted in NOA #99- 0331.02) 3. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4.) Large Missile Impact Test, SFBC PA 201 -94 5.) Cyclic Loading Test, per SFBC PA 203 -94 along with marked -up drawings and installation diagram of two mulled side -by -side series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., Test Report No. HETI- 02 -1145B dated April 30th, 2002, signed and sealed by Hector M. Medina, P. E. (For reference only) (Submitted in NOA #02-0826.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 9/29/06, 2/23/07, 3/29/07 & 4/09/07 signed and sealed by Humayoun Farooq, P.E. • • • •• ••• • ••• • • • • • • •• •• •• • Manue. ' P.E. ••• ••• ••• •.• ••• • Product Con olE.:miner • • • • • • . . NOA ' •-0210.07 • • • • • • • • • : Tx4ir$tion Date: March 28, 2012 • • Approval Date: February 28, 2008 E -1 • • •• • • • • • ••• • • • • • ••• • • • • • • • • • • • ••••: • •• •• • • ••• • • • ••• • • • 4.000 6.000 II 11111111 IN I TYPICAL WINDOW FRAME .125 TYP. L2-000 J MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR. DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6063 —T6 MIN, INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. 512.1. .SIEP_I STEP 3 STEP 4 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE LADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4. AND ANCHOR GRAPHS ON SHEET 3 SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. MULLION CUP (6063 —T5) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. MULLION CLIP• (606.75) (ALT. TO ANGLES) • • • CUP LENGTHS MUST BR LUT TT• FIT SNUG. • • INTO TUBE MULLIONS. • • •• • •• • • • ANGLE CWP (66WI3 -l5) •• • RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPI7.Y TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. BE AS LSTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PMT OF TIM APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003. 13.4. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. Engn DR NUMAYtlUN " STRUCTURES PRODUCT REVISED FLA. PE Y 10057 esemepI7I55 KIDS the IFteride CAN. US38 IlaidleK Cede • xzr,#..x� aNe • I •,D� j praLtmv Date !.7 r^!t - ,2..012. DMus DIN,. • •• • • • • • •• • • •• • FEB 2 0 2008 UDI S 0 Z M1 0 gg O a a 0t • O M gW�1 ne< 41i25.2, 40,Ao • • • • • • 0 v C pt$ I 8 R drawing no. M95 -16 sheet 1 of 4 ) • m m-. IN 20 MULLION LOAD CHART 1"x2"x1/B" TUBE 6063 -T6 G1X2X /8- MU L SPAM 30 40 50 60 70 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART m w m m U. a M 0 Om Jm Z H F. ID 0 .. 0 MULLION LOAD CHART 1-x3" x1/8" TUBE IVUI■■I`®i 1111\ ■l\ ■ ■ ■■ ■,■ 1...•..��■�■ ■ ■.. .,■, ■■, 0/111911110111„ Mi111■11M■ ■•■ ■■ ,",■,,■■■ ■",■,,,■ 111•1111MMU ■ ■SI.■ „ ■ ■„■, ■■ ■,. 1111.111111111 13111M13211111MIIMIEN ■ \:ii■ ■1111•■ ■ ■■ 80 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES x4 "xl /B' TUBE 60 ■;��, ©� ■■ 6063 -T6 GZX4X " ■ice ■•\ ■•11111KI■■ ■111■■NEM11 ■ ■■■ N ID \■1' ■■,■ ■■ IIM a m LI■ NI■, ■■1M■ m • ■. ■„ ■•,. ■ •■, J 07 ■11111■■.■■, ■ ■■■ U m 11., ■ ■„ ■ ■■, ■■■ N • 1� ■' ■111. ■ ■111, ■■ 111M1113101111111E11111011111110 alliNi ■\■ ■ ■\` ■■■ lm*I ■■,■„ ■■IM■■ IN 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES I9 ID m MULLION LOAD CHART 90 2" x 6" TUBE 6063 -T6 C2X6X B0 20 30 40 SO 60 70 TRIBUTARY WIDTH - INCHES 80 m ti m IN m N~ a m am J m ts HE- W °m MULLION LOAD CHART 1 "x4 "61 /B" TUBE 0_•/8 6063 -T6 CLX4Xive■,■ i►�i m m DI Im 0 om H@ N W CI m d m m ANCHOR LOAD CHART ANCHORS TYPE A GANCA 20 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES m ANCHOR LOAD CHART ANCHORS TYPE S1 CANCBI mmwmmme 11111 =111 ■ ■ ■ ■ ■■ ►.1.._.. ■M■■ ■■ 1 ■., ,►.►ate = =a■ • illIMINIMM■■■•• 111111111i113.11■ ■ ■ ■• m WILT MU AMME ■■ 'J m , imanni i„� ■_ ■■ N m • ."`• x11, „�1MIMII , ■iiii�7iii \'� ■ ■,iMiii1111' ■ ■■ice � \ \!h_ ' ■ ■ ■ ■ ■, RSIRM ... a 80 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES ANCHORS TYPE BP M. C HORIZONTAL MULLION ARCHES TO BE INSCRIBED SONDE RECTANOUTAR S:U`PE %'cIAZTNc PRODUCT : 3 t GLAZING PRODUCT (\ANCHOR V DETAL /T GLAZING PRODUCT N ANCHORS TYPE A. BT, 82 OR C MULLION SPAN TYPI :a MU I HON ARRANGEMENTS WIDTH NO _ WT + W2 2 m to ANCHOR LOAD CHART ANCHORS TYPE 82 CANCB2 80 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES m to ANCHOR LOAD CHART GANCC 80 30 40 S0 60 70 TRIBUTARY WIEI H - •T�1TalES •• • 8 • • • • • s V m 3 •.••• • • • in • Ob •••1IQ• NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS 0 U a • • ••• T • ••• m 0 S 6 8 a 0 C .a it b I drawing no. M95 -16 (sheet 3 of 4 I••• • • • u••• • I••• • ANCHORS TYPE 'A' 1 2 X 2 X 1/8" 2/ ANGLE j' ALUM ANGLE # 14 S.M.S. IL '‚IL' - MULLION -MULUON 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG] 4 • 2/4" 0 TAPCON 1/ ANGLE • 1ST OR 25Y W000 BUCK 1 .Tim 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 CONC. OR MASONRY ANCHOR EDGE DISTANCES» INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE 1" MIN. INTO METAL STRUCTURE 5/8" MIN. 2 X 2 X 1/8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE ANCHORS TYPE 'B2' MULUON MULLION 2 X 2 X 1/8" ALUM ANGLE 2 -5/8" LONG 1/4' 0 TAPCON 2/ ANGLE I J 111{11 18Y OR 2BY WOOD BUCK MULUON ANCHORS TYPE 'B1' 2 X 2 X 1/8" ALUM ANGLE ° °2- 1/2"'MIN # 14 S.M.S. 2/ ANGLE NOTCH ANGLES TO MISS WARBLE SILL OR TRAM • 1/4" DIA. TAPCON /1ANG EBN. EMBED ANCHORS TYPE 'C' LIM 'I. j1/4` 0 TAPCON 1 -1/4" MIN. EMBED s• 2/ ANGLE 11 a Ii 2 X 2 X 1/8' ALUM ANGLE # 14 S.M.S. 3/ ANGLE N@TTCH YOOD )RUCK TO ACCOMODATE CLOP .ANGLE TO MASONRY MULLION 2 X 2 X 1/8" ALUM ANGLE 3 -5/8" LONG • ° CONCRETE OR NASONRY BLOCKS s # 14 S.M.S. QTY. AS PER TYPE A 81, 82 OR C v z Q1 81 Obi ,F4 < 0 Qao8 dfn- ONE PIECE CLIP • • • *II ALTERNATt TO ANGLES ALL CASES • •. N . w • • • , = LO •• • •• � y� • • ZOmL 11�If • •••• ALUM ANGLE • .... • 2 X 3/4 X 1/8' 1 -5/8" LONG FQI� 2 -5/8' LONG (FETr 3-5/8` LONG (F'•8. • • ••.. • • • •••• • • .••4Z.Z _0 0 •.. ;SF ACCESS•H15LL • • • • W K W • • • m i• ••• f•••• xa • • • q14 SACS. • UN� s•••• 2/ ANGLE (CHART A X11} •e• W/ ANGL9 • (CHART • B2 t .J C) .t ppj • • •• TUBE MUTB•N• • ;•C0 Z • • 3 a°M- Q ONM THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 1j. . #14 F.H. 534.5. 2/ ANGLE (CHART A & 81 3/ ANGLE (CHART 82 4/ ANGLE (CHART C) ANCHOR DETAIL #1 WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. TUBE MULLION Env: DR. HUMAYOUN FARODQ SIRUCTUP8S FLA. PE #_}•_8507 CAN. 3578 PROUUCT REVISED Culding No 66-02J0407 Dots '71 0,1 8 I drawing no. M95 -16 (sheet 4of 4 MIAMI-DA DE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA Florida Window System, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130 -1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade, ov/buildin code This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami —Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AM). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Division 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 "FWS -200" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W04 -20, titled "Series FWS -200 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, prepared by AL— Farooq Corporation, dated 03/11/04 with the latest revision "D" dated 06/15/09, signed and sealed by Arshad Viqar, 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 Division. 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 and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be do g irk eptirety• • • • • INSPECTION: A copy ofihis enarel*fisialiii 4 vided to the user by the manufacturer or its distributors and shall be ava JJblg r ?h,gleCtien It l;he,tipb site at the request of the Building Official. This NOA revises and renews NOA No. 04- 0528.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned /hove. • The submitted documentation 4 s rev ,y m‘ con, P.E. • Jai e•D• • •• • • • •• • • • • • • • • • • • • • Mua+�Fnaoe COUNTY' . 6`.,--'()W(1 fttoci • APPROVED • • • • • • • • • •• •• ••• • • • . • • •.• • • • • • ••• • • • • • • • • • • • • • •• •• NOA No. 09-0624.06 Expiration Date: July 29, 2014 Approval Date: August 26, 2009 Page 1 Florida Window S stem Co NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W04 -20, titled "Series FWS -200 Alum. Single Hung Window (L.M.I.) ", sheets 1 through 5 of 5, prepared by AL— Farooq Corporation, dated 03/11/04 with the latest revision "D" dated 06/15/09, signed and sealed by Arshad Vigar, P. E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI- 03 -1820B dated 02/12/04, signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under previous NOA No. 04- 0528.03) 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 an p window, prepared by Hurricane Engineering and g, Inc. aluminum Test Report No. HETI- 03 -1820A dated 09/09/03, signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under previous NOA No. 04 -0528.03) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked —up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI -03 -1322B dated 01/01/04, signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under previous NOA No. 04 -0528.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202 -94 along with marked —up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering and Testing, Inc. Test Report No. HETI -03 -1322A dated 06/05/03, signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under previous NOA No. 04-0528.03) .. . .. • • .... S . . . • . . . . • . .... . . • • . • • • .• ... • • •• • ... ... . • • • • `'; Jaime D. Gaston, P. k. • ;hi�i, P pduct Control Division • • . • • • • • • • .1'�OA No. 09-0624.06 • • • • • Expiration Date: July 29, 2014 E -I Approval Date: August 26, 2009 • • • ••• • • ••• • • • • • • ••• • • • • • • • • • • • •• •• • •• •• •• ... • • Florida Window S stem Co NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying prepared by Al—Farooq Corporation, dated 06/15/09, signed and seled by Arshad Viqar, P.E. Complies with ASTM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06-0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated May 04, 2006, expiring on May 21, 2011. 2. Notice of Acceptance No. 08- 1118.07 issued to Oldcastle Glass Inc. for their "StormGlass Glass Interlayer", dated 03/05/09, expiring on 12/11/13. E. STATEMENTS 1. Statement letter of conformance, dated June 16, 2009, signed and sealed by Arshad Viqar, P. E. 2. Statement letter of no financial interest, dated June 16, 2009, signed and sealed by Arshad Viqar, P. E. 3. Laboratory compliance letter for Test Reports No.'s HETI-03_1820B, HETI -03- 1820A, HETI -03 -1322B and HETI- 03- 1322A, issued by Hurricane Test Laboratory, Inc., dated February 12, 2004, January 01, 2004, September 09, 2003 and June 05, 2003, signed and sealed by Rafael E. Droz —Seda, P. E. (Submitted under previous NOA No. 04 -0528.03) G. OTHERS 1. Notice of Acceptance No. 04-0528.03, issued to Florida Window System, Corp. for their Series "FWS -200 Aluminum Single Hung Window — L.M.I. ", approved on 07/29/04 and expiring on 07/29/09. •• ••S • • . • •• • •• .••• • • •. • • . • • • • •• • • ••• • • • • • • '. • • $Tame D. Gascon, P. • • • • • ; (hief, PrdDct Control Division • • • • • • • • • • • • . • • •. VOA No. 09- 0624.06 • Expiration Date: July 29, 2014 E -2 Approval Date: August 26, 2009 ••• • • • • ••• ; • . • • • • ••• • . • • • • ...•. • • • ... . • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES FWS -200 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITII 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (1MHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO. THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. BULB VINYL 1/8" ANN. GLASS .0904 PUB RC:PLAYER SAFLEX UIG BY 'SOLUTIA' 1/8" ANN. GLASS SILICONE PECORA 895 L —BULB VINYL 5 1/2" MAX. HEAD /SILL CORNERS 1/8" HEAT STREN'D G1.A55 49 3/8" D.L. OPG. 14" MAX. HEAD /SILL 111 I. B ', / II /, II (1 II 1� I, ;1 a I 1 1 p If r. 1 I I I © i 1 1 I I I I 48 1/8" D.L. OPG. 50 5/8' VENT WIDTH 53 1/8" .090" INTERLAYER VANCEVA COMPOSITE BY 'SOLUTIA' OR .090" PVB INTERLAYER SAFLEX IIIG BY 'SOLUTIA' 1/8" HEAT STREN'D CLASS GLASS TYPE 'A' SILICONE PECORA 895 GLASS TYPE 'B' GLAZING OPTIONS WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT Ease, ARS11AD VIOAR CNU. FLA. PE / 38883 CAN. 3838 JUL 0 8 2009 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED • • • • • •• • •••• • ••• ••• • ••• • • • • • • • • c • • z • • • U REVI es • PRODUCT with I Flerkla Acceptance Ne 1/4" • ••••,•• • •- • b •4 0. V J • 6• • 8 S c • • • • • • • • • • • it • S c o5 v B S H 4 a S v i '� o3 � � 3 w drowing no. W04 -20 sheet 1 of 5 • • • EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. 8/0 SHEAR CLIPS WITH SHEAR CLIPS AT JAMBS GLASS TYPE GLASS TYPE CLASS TYPE GLASS TYPE WIDTH HEIGHT EXT.( +) 1NT.( -) EST.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) 19 -1/8" 26 -1/2" 32" 37" 42" 48" 53 -1/8' 26" (3) 600 65.0 66.7 75.0 80.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 660 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 600 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 19 -1/8' 26 -1/2' 32" 37" 42' 48' 53 -1/8' 38 -3/8• (4) 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 73.5 60.0 65.0 66.7 75.0 19 -1/8" 26 -1/2" 32' 37' 42" 48` 53 -1 /8" 50 -5/8' (4) 60.0 65.0 65.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 600 85.0 66.7 69.6 606 85.0 68.7 75.0 60.0 60.2 60.2 60.2 60.0 650 66.7 75.0 19 -1/8' 26 -1/2" 32" 37' 42" 48' 53 -1/5' 57 (6) 60.0 65.0 66.7 75.0 606 65.0 96.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 65.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 650 56.7 75.0 60.0 64.9 64.9 64.9 60.0 65.0 66.7 75.0 55.8 55.8 55.8 55.8 60.0 65.0 66.7 75.0 19 -1/8' 26 -1/2" 32' 37` 42" 46' 53 -1/8' 63" (6) 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 667 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 61.7 61.7 61.7 60.0 65.0 96.7 75.0 - - 52.6 52.6 - - 66.7 75.0 19 -1/8" 26 -1/2" 32" 37" 42' 48' 53 -1/6' 76" (6) 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 56.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 80.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 - - 66.7 74.2 - - 66.7 75.0 - - 57.4 57.4 - - 66.7 75.0 - - 48.1 48.1 - - 66.7 75.0 • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. W/0 SHEAR CLIPS WITH SHEAR CLIPS AT JAMBS GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT.( +) ENT.( -) EXT.(+) INT.( -) 19 -1/8" 26 -1/2' 32 " 37' 42' 48' 53 -1/8" -5/8" (5) 60.0 65.0 667 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 750 60.0 650 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 667 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 66.7 71.2 60.0 65.0 66.7 75.0 - - 61.4 61.4 - - 66.7 75.0 19 -1/8' 26 -1/2" 32" 37' 42" 48" 53 -1 /8 57 (5) 60.0 65.0 66.7 75.0 60.0 65.0 • 66.7 • 75.0 60.0 65.0 66.7 75.0 60.0 65.0' �• 45.0 60.0 65.0 66.7 75.0 60.0 65.0 .•• 65.0 66.7 75.0 •TO -- 66.70 75.0 60.0 65.0 66.7 75.0 60.0 - - 66.7 75.0 - - • “710 • 15.o - - 66.7 68.3 - - 1F8711 • 75.0 - - 58.2 58.2 - - • 66.7 15.0 ••.•- 66.7 75.0 19 -1 /6` 26 -1/2' 32" 37" 42' 63° (6) 60.0 65.0 66.7 75.0 60.0 65.0 60.0 65.0 66.7 75.0 60.0 65.0 •5 •15.0 r 75.0 60.0 - 65.0 66.7 75.0 80.0 65.0 • 86.7. - 66.7 75.0 - - .- - - - 66.7 75.0 - - •66.7•Ii7 66.7• V0 19 -1/8" 26- I/2" 32" 76" (6) 60.0 65.0 657 75.0 60.0 65.0 • 66.7 75.0 60.0 65.0 66.7 75.0 60.0 65.0 . 66.7 .75.0 • 66.7 • 7g.0 - - 66.7 75.0 - - • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 En9r. ARSHAD V10AR FLA. PEI wr.8 C 'i CAN. 3536 JUN 17 2009 PRODUCT REVISED SAonlplyieg with the Florida Began Code Av::ptahce No • • -2406 Fm g� t(a Oo M1) fl 0 t3 V ovvoR a¢a•� • • • • • • • I • • T•••• z (n••• m • • ••'2 • "' OP • m • n • • w • W� o 4P z ;, ,7,- • • d3� l' pzrg )3 ;Ell & w 1 Mim ed • :.,.. PtodauC4mcol Division o�S a u o '-1 ii I drawing no. W04 -20 sheet 2 of 5 IBY WOOD BUCK A n TYPICAL ANCHORS SEE ELEV. FOR SPACING z EXTERIOR 0 WI A S ▪ N TYPICAL ANCHORS • 2.04/ a SEE ELEV. FOR SPACING • • l S • • *p TYPICAL ANCHORS: SEE ELEV. FOR SPACING •• • • • a 2- o FWOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WOW. SYS. 1/4" DIA. ULTRACON BY 'El CO' (Fu =177 KS!. Fy =155 K51) • I O ./ j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 4 WE L TRANSFER THEM TO THE BUILDING STRUCTURE. 1 -3/8" MIN. PENETRATION INTO WOOD •••• • TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE r ib_? .1"11I TYPICAL ANCHORS SEE ELEV. FOR SP G. P MINA -DADE COUNTY APPROVED MULLION & MULLION ANCHORS o Q w SEE SEPARATE NOA �^ a a O �p S o• SI o ▪ ?i2 OPTIONAL TO SPRING LATCH 0 41 6 ° TYPICAL ANCHORS w . SEE ELEV. FOR SPACING 0 s rai I-- NV M V IBY 51001) BUCK 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY • • •••• • • •• •• #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • INTO METAL STRUCTURES • • • • STEEL : 12 GA. 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 SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULUONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 -5/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE Ec 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK Fm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE - MOREHEAD 5504 SEALANT. WEEPHOLES: W1 = 1 -1/2" X 3/15" WEEPHOLES AT 2 -1/4" FROM EACH END E,pt: ARSHAD VIOAR CIYlL M PE ! 38B63 CAN. 3938 JUN 17 2009 PRODUCT REVISED ascomplyires with Solids =lading Code Atocraiox • -0. 406 Wft' x zort i Mani Di*Won z • • • • • • • • • V 8 S a B S 8 0 drawing no. W04 -20 sheet 3 o1 5 • • • • • • • sheet 4 of 5 ) TYPICAL. ANCHORS SEE ELEV. '� FOR SPACING 1/4' MAX. SHIM MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH VENT WIDTH METAL STRUCTURE EXTERIOR 0I- OPG. WINDOW WIDTH ITEM # PART 8 READ. DESCRIPTION MATERIAL MANF. /SUPPIdER /REMARKS 1 2 FN5 -020 Fw5 -02I 1 FRAME HEAD 6063 -T6 - I FRAME SILL 6063 -T6 - 3 FWS -022 2 FRAME JAMB 6063 -T6 - 4 FW5 -025 1 FIXED MTG. RAIL 6063 -16 - 5 FWS -024 1 VENT TOP RAIL 6063 -T6 - 6 FWS -023 1 VENT BOTTOM RAIL 6063 -16 - 7 FWS -016 2 VENT SIDE RAIL 6063 -T6 - B FWS -029 AS ROD. GLAZING BEAD 6063 -T6 - 8 FW5 -018 2/VENT VENT LATCH IN 10 -3/4` FROM ENDS 6063 -T6 - 9A - 2 /VENT CAM TYPE SWEEP LOCK LATCH SPRING ZAMAK STEEL INTALLED W/ (2) #8 X 3/4' FH SMS, - • • 10 - 2 11 895 AS REDO. GLAZING COMPOUND - PECORA • • • • 12 #8 x 1 -3/4' 20 FRAME & VENT ASSEMBLY SCREWS CRS •• PH SMS 13 - - - - - •••:•• 14 W21175 AS REOD. PILE 'STRIPPING WITH PLASTIC FIN - ULTRAFAB • • • • 5 • 15 E205 AS REDO. BULB 'STRIPPING VINYL - • • • 16 - 2/VENT BLOCK AND TACKLE BALANCE - • • - • • • • 16A - 2/VENT 5/8' SPIRAL BALANCE 17 #6 X 3/8' - SASH GUIDE SCREWS - FH • . • • 5O • - • • • • 18 20 -09 2 SASH STOP ALUMINUM 19 - 4 SASH GUIDE - - 5 20 - 1 5/16' BOX SCREEN - OPTIONAL 5 • I /4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING • VA � WO WpOD BUCKS n P I /4' SHIM MAX. • • • • • • •• • _ TYPICAL ANCHORS SEE ELEV. FOR SPACING lirDSTRUCT° WOOD B Env: ARSHAO VICAR Crva 38663 ACA 3538 \??1,r JUN 1 7 2009 PRODUCT REVISED =complying with the Florida L31d•'ng Cede hacspiancsNo• 624. oh Date 1TtR1F3' • 111- • 0 1W WI , to 8 a V V S k drawing no. W04 -20 ••.•.• • • • •555.5 • • 5....• • • ••••• • • ••.•• ••...• • • • 5.55.5 • • 000000 • • 2.769 1.375 LL.-25-0 FRAME HEAD — 1.250_.1 I-- MEETING RAIL 1.875 VENT LATCH .419 .594 d I LL` -4528 4� GLAZ NG BEAD 1 1.250 [sal .414 VENT SIDE RAIL VENT BOTTOM RAIL FRAME CORNERS DETAIL VENT CORNER DETAIL r > drowing no. W04 -20 sheet 5of 5 • • • • • • • • • • • BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Labrador & Fundora Corp. dba V & V Windows 2355 W 4th Avenue Hialeah, FL 33010 -1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami—Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) 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. BORA 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" Aluminum Horizontal Sliding Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 04/23/10 with revision "B" dated 12/09/10, 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 Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami —Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami —Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence page E -1, as well as approval document mentioned above. The submitted documentation was re /iewedlyJaintd'D.;G3sivn, P. E. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 MIAMI, FLORIDA 33175-2474 T (786) 315 -2590 F (786) 315-2599 www.miamidade.GOv /buildinacode • • S. • ••• •• • • • .• •.. ••• • • • • • • •. • • • • • • • • • •• • •.• • • • •• • • • ▪ • • • • • • ••• • • • • • • • •• • •• • • • ••• • • • •.. • • •• • • • • • • •• • • • • . • • •.. • • • • • • • • • • • • • •• • •• NOA No. 10-0824.05 Expiration Date: December 30, 2015 Approval Date: December 30, 2010 Page 1 Labrador & Fundora Corp. dba V & V Windows, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10 26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 04/23/10 with revision "B" dated 12/09/10, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of horizontal slider, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF - 0126.01 -10, dated 06/08/10, signed by Edmundo J. Largaespada, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al— Farooq Corporation, dated 06/24/10, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami—Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10- 0413.04issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10-0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated April 30, 2010, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. ATLSF - 0126.01 --10, issued by American Test Lab of South Florida, Inc., dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. 3. Proposal No. 09 -1140 issued by BCCO, dated August 17, 2009, signed by Renzo Narcisco. G. OTHERS 1. None. • • •• .•. • • • •• ••• •• • • • •• .. • • • • • •• •.. ••• • •.• • • • • • • • • • • • • • • • • • •• •• • • •• • • • • E -1 •.. . • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • .•• • • • • • • • • • • • • • • • • •• •. • • • •• •• ••• • • • • • ••• • • • acme D. Gasc . a, P. E. Chief, Product Control Section NOA No. 10-0824.05 Expiration Date: December 30, 2015 Approval Date: December 30, 2010 6" MAX. WINDOW WIDTH 9' MAX. Q O I I HEAD/SILL I HEAD /SILL CORNERS A II t1 it . 11 11 u 11 II II n �{ - -ir- S 11 ;, 11 // Q 11 1 .. -"' 11 11 11 i. ° V ID C Uaa I 1 II �� /,/ / I) i. II it n O - == ti .1 i0 T g ;, FALSE MUNTINS SURFACE APPLIED} MAY BE USED 32 5/8" 33' D.L OPG. D.L OPG. 36 3/4" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 151 6" MAX. HEAD /SILL CORNERS FALSE MUNTINS (SURFACE APPLIED) MAY BE USED TYPICAL ELEVATIONS 3/18" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 3/18" ANN. GLASS SILICONE DOW CORNING 995 • PECORA 895 GLASS TYPE 'B' • 111" WINDOW WIDTH 9" MAX. Q HEAD /S1L L Iss�a_ II t1 it . 11 11 u 11 II II n �{ - -ir- S 11 ;, 11 // Q 11 1 .. -"' 11 11 11 i. 11 i, %/ / II II = = = 11 1 � II 1 '3F A -?t - == II " n ;1- z.:-...::- —Tr 11 m �° 1 rp 11 N 11 II 11 11 �I V, 24 5/8° D.L OPG. 28 3/4' ro VENT WIDTH 1/8" HEAT STREN10. GLASS .090" INTERLAYER BUTACITE PAM BY 'DUPONT' 1/8" HEAT STREN'0. GLASS 48 5/8" DOW CORNING 995 PECORA 895 1D GLASS TYPE 'C' GLAZING OPTIONS D.L. OPG. I I • • • •• 24.5•/8' • iiii6so VENT WIDTH •••• • • •••• • • •• •• 3/16" HEAT STREN'D. GLASS .090" INTERLAYER • • • SENTRYGLAS PLUS 8? 'DUPONT. 3/16" HEAT STR•"l'D. •• • SILICONE DOW CORNING 995 PECORA 895 ra%.. 0 ••• • ••• •• • • • N • °z •••• .� • •.•• • $ •••1 • L In • • • • • 0 • • • • •• • • • • •• • L_— drawing no. W10-26 (sheet 1 of 6 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. A GLASS TYPES GLASS TYPE 'S' & 'C' 'D' WIDTH HEIGHT EXT.( +) BAT.(-) EXT.( +) •T.( -) 26 -1/2" 3 70.0 70.0 80.0 90.0 37" 26" 4 70.0 70.0 80.0 90.0 53 -1/8" 28° 6 700 70.0 80.0 9(10 74" 6 70.0 700 800 900 26 -1/2" 38 -3/8" 3 70.0 70.0 80.0 90.0 37" 4 70.0 70.0 80.0 90.0 5 3 -t /8" 38 -3/8" 6 700 70.0 80.0 900 74" 50 -5/8" 6 700 700 80.0 90.0 26 -1/2" 3 70.0 70.0 80.0 90.0 37" 4 70.0 70.0 80.0 90.0 53- 1/8 " -5/8" 8 70.0 70.0 80.0 90.0 74" 6 70.0 70.0 80.0 90.0 26 -1/2" 3 70.0 70.0 800 90.0 37" 4 70.0 70.0 80.0 90.0 53 -1/8" 63" 6 70.0 70.0 800 90.0 74" 8 70.0 70.0 80.0 89.0 24" 3 70.0 70.0 80.0 900 38" 4 700 70.0 80.0 .900 48" 24" 5 70.0 70.0 80.0 90.0 60" 7 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 90.0 24" 3 70.0 70.0 80.0 90.0 36" 60" 4 70.0 70.0 80.0 90.0 48" 36" 5 70.0 700 80.0 90.0 80" 7 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 90.0 24" 3 700 700 800 90.0 38" 4 70.0 70.0 60.0 90.0 or 48" 5 70.0 70.0 8110 90.0 60" 7 70.0 70.0 800 90.0 72" 8 70.0 70.0 80.0 90.0 24" 3 70.0 70.0 80.0 90.0 38" 4 70.0 70.0 80.0 90.0 48" 60" 5 700 700 SILO 900 60" 7 70.0 70.0 ' 85.0 90.0 72" 8 70.0 70.0 600 900 24" 3 70.0 70.0 80.0 90.0 38" 4 70.0 70.0 800 910 48" 63" 5 700 70.0 800 90.0 60" 7 70.0 70.0 80.0 90.0 72" 8 700 700 80.0 90.0 A = NO. OF ANCHORS PER HEAD & SILL i (1/27) (1 /2W) i WINDOW DIMS. III (1 /3W) li (2 /3W) OPERATING VENTS TO BE /2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' 'XO OR OX' DESIGN LOAD CAPACITY - PSF ()COX SIZES) WINDOW DIMS. A GLASS TYPES GLASS TYPE 13' & 'C' '0' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) IM.( -) 74" 8 700 70.0 80.0 90.0 108 -1/4" 26" 12 70.0 _ 70.0 80.0 90.0 111" 12 700 700 80.0 900 74" 8 700 700 800 900 108 -1/4" 38 -3/8" 12 700 70.0 80.0 90.0 tit" t2 70.0 700 80.0 90.0 74" 8 70.0 70.0 80.0 90.0 106 -1/4" 50 -5/8" 12 700 700 80.0 90.0 111" 12 70.0 700 80.0 90.0 74" 8 70.0 700 80.0 90.0 106 -1/4" 83• 12 70.0 70.0 80.0 900 111" 12 70.0 70.0 80.0 89.0 72" 8 70.0 70.0 80.0 90.0 84" 9 70.0 70.0 80.0 90.0 98" J8" if 70.0 70.0 80.0 90.0 108" 12 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 90.0 84" 9 70.0 70.0 80.0 90.0 96" 48" 11 70.0 70.0 80.0 90.0 108" 12 70.0 70.0 80.0 90.0 72" 8 70.0 70.0 80.0 90.0 t 84" 9 70.0 70.0 80.0 90.0 98" 60" 11 70.0 70.0 80.0 90.0 4 108" 12 700 70.0 800 90.0 72" 8 70.0 70.0 80.0 90.0 4 84" 9 700 70.0 80.0 90.0 96 "" 11 70.0 70.0 80.0 90.0 • I08" 12 70.0 70.0 80.0 90.0 • A 4 NO. OF ANCHORS PER HEAD & SILL v (1/3W) % (1 /3w) i (1 /3w) a- ',1 ••• • • •••• • • •• • • •••• • •••• • • • •• • • • • • • • • • •• • (1 /4W) ..D (1/29) :� (1/4W) 0- N 0 3 zd •• ♦� • • • •• • • 4 •••• • •••• • •••• • • • 0 •N ••' ,r±; 41 • • cioa- J'ONi • • • OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 'xox' c .o 2 o J I 7 drawing no. W10 -26 • • •• • •• • • •• • • • •• • lay WOOD BUCK °d a 4 Ge WI 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING m o • 4 x I METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 11111111■71 ® ADHERED TO SILL WITH SILICONE g TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES; W1 = 3/4" X 1 -1/8" WEEP SLOT AT 2" FROM EACH END WITH PLASTIC BAFFLE. W2 = 3/16" X 1 -1/2" WEEP SLOT AT 2" FROM EACH END W3 = 1/8" X 1 -3/4" WEEP SLOT AT MID WIDTH OF VENT. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PECORA 1215 SEAM SEALER. W3 e ALUM BAR 2 -3/ 8' X 1/8" X 3" LONG AT FIXED MTG. RAIL LOCATIONS 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING j MIAMI -DADE COUNTY APPROVED I; I; MULLION & MULLION ANCHORS ;I I1 SEE SEPARATE NOA II II iI I. „ ;t TYPICAL. ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING• • 1/4" DIA. ULTRACON BY 'ELCO' (F4=177 HSI, Fye 50 *S•1) i 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 CONC. OR MASONRY• • • DIRECTLY INTO CONC. OR MASONRY • • • • 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY* • • .#14 SMS OR SELF DRILLING SCREWS (GRADE 2 ¶IZs) •• INTO METAL STRUCTURES V • I *16 • • . • i •• • • • • ••••. • •••g • NI ••••t3 u DC&E STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) • • • • ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED • •OR � AINTED)• Al2 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) • • INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN. igs: JA Lammo FLA. PE i•7D582 G.A.N. 353388 C 092010 Appowodascomplyinswisitti Date NOM By Q6 • • A yT • • .g 4° o� 0 §£Q • 4s••• • a�' moo••• • JVNio •• • • • •••• • • drawing no. W10 -26 sheet 3 of 6 ) • I /4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING , BY WOOD BUCKS a p XO LAYOUT VENT WIDTH VENT WIDTH 1/4" MAX. 1/4" SHIM SHIMS • • • • • •• • • • • •• ••• •• • • • • ••• • • • • • • TYPICAL ANCHORS SEE ELEV. •••• FOR SPACING • • •••• • • • • . • • • •••• in• • • •• • • • • •• • • 18Y • WOOD BUCKS •••• • • •••• • ••• • ••■ • 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA omplybgw• ig• drawing no. Wi 0-26 DEC 07 2010 of 6 ) • • • •• • 2.887 S F»1.187 1.125' FRAME HEAD .968 062 1.478 .875 .906 L- VENT TOP /BOTTOM RAIL JAMB ADAPTER 1.167 1.125 2.765 FRAME SELL 2 825 .500 JAMB STILE .082 I� 1.100 .874 .184 SILL RISER SILL TRACK MEETING RAIL 2.187 i ALUMINUM BAR FRAME JAMB © FIXED MTG. RAIL --»� - -.147 .••1• -.082 TYP. GLAZING BEAD ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 V103 1 FRAME HEAD 6083 -T8 - 2 V202 I FRAME SILL 6083 -T8 - 3 V203 1 SIU. TRACK 8083 -T8 - 4 V201 2 FRAME JAMB 6063 -T6 - - 5 V205 AS REOD. FRAME JAMB ADAPTER -6083 -T6 - 8 V104 1/ VENT FIXED MTG. RAIL 6063 -T8 - 7 V204 1/ VENT VENT INTERLOCK 6083 -T6 - 8 V209 1/ VENT JAMB STILE 6063 -76 - 9 V107 2/ VENT TOP AND BOTTOM RAIL 8083 -T6 - 10 V108 AS REOD. GLAZING BEAD 6083 -T6 - 13 - AS RECD. ADD -ON SILL RISER 6063 -TB USE AS REOD. 14 - 4/ VENT ROLLER HOUSING & WIDE CELCON - 15 V208 2/ VENT ROLLER. BRASS - 16 V207 2/ VENT ROLLER PIN SE. STEEL - 17 #8 X 1 -1/4" AS RECD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. 5MS 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 - AS RECD. FIN SEAL W STRIPPING - ULTRAFAB 20 91480U AS REOD. BULB SEAL (DAL DUROMETER. T- SLOT ■50. BJLDw73) NEOPRENE ULTRAFAB 22 9146QU AS REOD. GLAZING BEAD BULB (DUAL DUROMETER. T- SLOT■50. BI1LBm73) NEOPRENE ULTRAFAB 23 - 2/ VENT SWEEP LATCH - AT 6 -1/2" FROM EACH NW& 24 #8 X 3/4" 2/ LATCH LATCH INST. SCREW ST. STEEL • RY SMS • • .• a4 25 - 2/ WDW. WEEP VALVE - • • 26 - 1/ VENT 5/16" BOX SCREEN - OPTIONAL . • 27 #6 X 1/2" 2 BAFFLE INSTALLATION SCREWS - It4 +•• • 4 Engr: JAVA) AHMA0 COI. FIA PE i 70582 CAN. 3638 DEC 01.2010 •..• • • •••• • • •• S. • • • • • • • • • • • • • z • • U • a 1.!2: • ••••: 4L� c • • ; w.• ••••. �e[t• •••• O1" •• • » Siz_• • • •c •.•• f I • • • • • s• • • 05 iPIEM• WKYdI9 Code dd Date JrAfr- 4e. r -;I:Er•E htenii 0 C .n a drawing no. W10 -26, sheet 5 of 6 VENT TOP /BOTTOM CORNER$ FIXED MTC. RAIL CORNER FRAME TOP CORNER z 8g O � • • • • .`� • • • • • • •••. •• • •• •a • • • •,cn • •••• • • •••• • • •• •• • • • • • • • • •••• 1 • •• • •• • • • • • x ••••tepg • ••••Q • �T3 •••t • • Approved ea complying with dm FRAME BOTTOM CORNER 0 g A • ••a••• • • gvvgm • c >ia I • ..> .1 • 401,00/• • re* • .• .• ••• • • a n 0110 I drawing no. W1 O -26 hest 6 of 6J