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WS-15-1144c4 Miami Shores Village 10050 N.E. 2nd Avenue NE °" Miami Shores, FL 33138-0000 DBPR Fee Phone: (305)795-2204 Project Address Parcel Number Applicant 342 NE 104 Street 1121360130200 Miami Shores, FL 33138-2018 Block: Lot: GIOVANNI BROGGI Owner Information Address Phone Cell GIOVANNI BROGGI 342 NE 104 ST MIAMI SHORES FL 33138-2018 Contractor(s) Phone Cell Phone AMERICAN STORM PROTECTION (305)264-0446 (305)513-0514 e of Work: REPLACING 16 IMPACT WINDOWS 2 IMPAC of Openings: 18 litional Info: ssification: Residential inning: 3 Fees Due Amount CCF $10.20 DBPR Fee $4.20 DCA Fee $4.20 Education Surcharge $3.40 Permit Fee $280.00 Scanning Fee $9.00 Technology Fee $13.60 Total: $324.60 Valuation: $ 16,721.00 Total Sq Feet: 360 Pay Date Pay Type Amt Paid Amt Due Invoice # WS -5-15-55555 05/27/2015 Check #: 1065 $ 274.60 $ 50.00 05/14/2015 Check* 1036 $ 50.00 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT construction and zonin ® a I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating ,F,uthermore, I authorize the above-named contractor to do the work stated. Autteized Signature: Owner / Applicant / Contractor / Agent Building Department Copy May 27, 2015 May 27, 2015 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING MAMY 1 015 FBC 20 9 C�o Permit No. —I H Li Master Permit ROOFING JOB ADDRESS: 344 AIC /0!4 SO t� City: Miami Shores County: A4 Miami Dade Zip: -3 313 Folio/Parcel#: //-.213(0-01,3-0200 Is the Building Historically Designated: Yes OWNER: Name (Fee Simple Titleholder):64 NO ✓ Flood Zone: S') 754-. 31423 City:�lsa/ 0/ ��E� State: Fl- Zip: ,43-':34:39 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: Address: 10261 /U &J !C City: /`9 / I Qualifier Name: 'hone#: i�Jir6 � !9 Z 8 -`b 213 State Certification or Registration Cmc, ( 6/ 3 �1-% 5- Certificate of Competency #: Contact Phone# )-5.2� a�.� .;mail Address:?cmmI7`i`1A16 P_,ASPWjW01BWJQ_.t&El DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ Z1, , '7�/. VQ Square/Linear Footage of Work: 360 Type of Work: ❑Addition I Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: RIGDI l e� 6 /6J / M pa ey ullllz� Cai //�,��! Q4BD9A Color thru tile: Submittal Fee $ �a `90 Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1SondinoCompany's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 22 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 wh' h occurs seven (7) days after the building permit is issued. In the bsence o osted notice, the inspection will not be ap 'oved and a reinspection fee will be charged.� n F V Owner or Age�it/ / �/ The foregoing instrument was ackno edged efore me this day of. MA", 20 1- , by O� 1 , who is personally known to me or who has nr, oduced 1 tC7L� As identification and who did take an oath. NOTARY PUBLIC:°SPaY P�e<c RIGOBERTO JESUS CUESTA *"0F11':0 ttfiY COMMISSION 11 EE 051340 EXPIRES: April 27, 2015 Sign: BB �/P Bonded Thru Budget Notary SeMces Print: R9Cn &0� kO do 7o - My Commission Expires: N1—/ Contractor �µ The foregoing instrument was acknowledged before me this day of , 20 !F, by TOA21 42, who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: �° •-' •. B�% 1 My Commission Expires: RICO®ERTO JESUS CUES' * My COMMISSION#EE051 EXPIRES: April 27, 20 N��TFOF F�o�`OP Bonded Thru Budget Notary Be,, ****��k�k��k�k�k�k��k�kd<>K�k�k�k�k�k�k*�k�k�d<d<�k�k�k��d<�k��k�kx�:k>Kd<sask�k>K�k��k�k�k�k�kSs:k*�k>i:�k�k�k&�k�s<�K�k�k�k�k�k� (�JJJ APPROVED BY Plans Examiner Zoning Structural Review (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Clerk A CERTIFICATE OF LIABILITY INSURANCE D05/0612015 n THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. T I CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICI ; BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZE REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject 1 the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to certificate holder In lieu of such endorsemen s . PRODUCER Heritage Insurance Services LLC PO Box 1508 Palmetto, FL 34220 COT CT Tiffanle Ellis pN ONE FAX e . (941) 723-1400 alc No :(941) 723-1440 E-MAILtiffanie@heritagefla.com ADDRESS. INSURER(S) AFFORDING COVERAGE NAIC a# PERSONAL & ADV INJURY $ 1,000,000 INSURER A: Lloyds of London, LLodys A0063 INSURED American Storm Protection Corp INSURERB: INSURER C 10801 NW 14th Street Suite 103 Miami, FL 33172 INSURER D INSURER E INSURER F nn.rCnwr±CQ r`C0T1C1!1ATC NrIMraPR• REVISION NUMBER: :o Is THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INR A TYPE OF INSURANCE GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS -MADE F71 OCCUR AD SUR POLICY NUMBER C IBFL0017267 POLICY EFF MM/DD 04/25/2015 POLICY EXP M/DD 04/25/2016 LIMITS EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENT PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ 2,000,000 $ POLICY PRO LOC AUTOMOBILE LIABILITY dD SINGLE LIMIT E® ecINE BODILY INJURY (Per person) $ ANY AUTO BODILY INJURY (Per accident $ ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS AUT SWNED PROPERTY DAMAGE $ Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAR CLAIMS -MADE DED I RETENTION $ $ WORKERS COMPENSATION WC STATU- O R AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE$ OFFICER/MEMBER EXCLUDED? ❑ (Mandatory In NH) N / A E.L. DISEASE - POLICY LIMIT $ Use, describe under DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) Jonathan Rodriguez GC License # (CGC1513274) I+C0T1C1f'ATC YAI r'1C0 CANCELLATION v^ CANC_LLATION Fax#: (305) 756-8972 SHOULD CoJ 788$-ZU1U AGUKU GVKF'UKAI lvrv. /�11 ngr>� r�nrvew. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Building Department 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE ACCORDANCE WITH THE POLICY PROVISIONS. WILL BE DELIVERED IN Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE CoJ 788$-ZU1U AGUKU GVKF'UKAI lvrv. /�11 ngr>� r�nrvew. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD aCERTIFICATE OF LIABILITY INSURANCE DATEo►�Y„ THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy (les) must be endorsed. if SUBROGATION IS WAIVED, subject to the terms and conditions Of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endomement(s). PRODUCER FrankCrum Insurance Agency, Inc. 100 South Missouri Avenue Clearwater, FL 33756 CONTACT NAME: PHONE WC, No : 1-W(I-277-1820 x48 FAX , No): 797-0704 E-MAIL ADDRESS: INSURERS) AFFORDING COVERAGE NAM INSURER A: Frank Winston Crum Insurance Co. 11600 INSURED FrankCrum UC/F American Storm Protection Corp. 100 South Missouri Avenue Clearwater FL 33756 INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: I.VYCRAU1C0 CERTIFICATE NUMBER' 316333 RF_VISInN NIIMRFR- THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAME ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERN OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERNS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUM SUER W VD POLICY NUMBER POLICY EFF (1®UDO/YYYY) POLICY EXP (1111110O1"h LIMITS GENERALLUUNLRY EACH OCCURRENCE $ DAMAGE TO RENTED PREMISES 992mow $ COMM92CIAL GENERAL LIABILITY CLAWS -MADE =OCCUR MED EXP (Arty one persmn) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEWL AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPMPAGG $ POLICY PROJECT LOC It AUTOMOBILE LIABILITY COMBINED SINGLE LIAR rt en $ ANY AUTO ALL OWNED SCHEDULED BODILY INJURY Fer arson) $ BODILY INJURY (Per a ddad) $ AUTOS AUTOS PROPERTY DAMAGE $ HIREDAUTOS NON -OWNED AUTOS(Peracddeno UMBRELLA UAB OCCURH EACH OCURRENCE $ AGGREGATE $ EXCESS LI16 CLAIM&MADE DED I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETORIPARTNEWEXECUTTVE Y/N OFMCERIMEMBER EXCLUDED? WA WC201500000 01/01/2015 01/01/2016 X WC STATUTORY OTH- E.L. EACH ACCIDENT $1.00D.0001 (Mandatory In NH) Ityes, desedbe under EL DISEASE -EA EMPLOYEE $1, OBO DESCRIPTION OF OPERATIONS beloxr S Y LIMIT 000wo DESCRIPTION OF OPERATIONS! LOCATIONS /VEHICLES (Attach ACORD 101, Addhlonal Remarks, Schedule, H more space Is required) Effective 12110/2014, Coverage is for 100% of the employees of FrankCrum leased to American Storm Protection Corp. (Client) for whom the client is repotting hours to FrankCrum. Coverage is not extended to statutory employees. VCR I Ir•IGA 1 C riV WCR CANCELLATION ©1SM2010 ACORD CORPORATION. Ali rights reserved. ACORD 25 (2010(06) The ACORD name and logo are registered marks of ACORD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REP SMTATIVE Miami Shores Village 10050 NE 2nd Avenue Miami Shores, FL 33138 ©1SM2010 ACORD CORPORATION. Ali rights reserved. ACORD 25 (2010(06) The ACORD name and logo are registered marks of ACORD 33-1/4 x 82 ' 33x81-1/4 • - x o x o •.• • • •. .. • ..•... Egress N = Cd V&V 3 -PW s > 0 V&V HR 12-0113-01 12-0113..01 12 >N 13-0529.24 38x39-1/2 "5$152 38x52 T 1x4 mull: 12-0221.09 " " 113x64 total opening Qo x o O V&V HR N 12-0113..01 O 37x38 X o O V&V 12-011 74 x 52 Sho " • • • • 'R• • •� 13 each pw:37x64 gppROV�D oS Village .., LI •••••• 5 mullion 64° BV • � & V -CM-HR fixedcasement: ement; ZONING 1) DATE. 14-0909.16 .. ®Epr •.. • .. X1•'/2 X Giovanni Boroggi sure. CT , If- 15 V&V HR Til (-O"PLIA� 2-0113.01 Bedroom 342 NE 104th Stre t� An�D '"'TH ALL FEDERAL 'nUNN Rlll_ S • - - - -- - AND Rr r;ULAT�pNS 19-1/2 x 39-1/2 Miami Shores, FL 33138 16 f 1&v - SH -0907.03 a' privacy 19-1/z x 39-1/2 tj Iia 19x38-1 a 113x64 total opening 17 &V - SH each pw:37x64 V&V - S1 1 0907.03 privacy mullion 64° 11-0907.(13 ----------------------------------------------- 38x51-1/2 O X O X O V&V 3-PW's O Bedroomo 36-3/4 x 38-1/9 13-0529.24 V&V HR U4 mull: 12-0221.09 38x52 2-0113.01 V&V- W &V -PW 1013 29.24 V&V HR 12-0113.01 5x O Egress + 89-1/2 x 62-3/4 V&V HR 12-0113.01 44 56x52 , r WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: ASP Windows and Doors ADDRESS: 342 NE 104 Street PROJECT:_ &101/Gvtni &Colq[i Miami Shores,Fl 33138 city State ZIP EXPOSURE " C " WIND VELOCITY = 175 MPH ROOF SLOPE > 10 ° Roof Elev. TributaryArea (Sq. Ft) Roof Elev. Tributary Area (Sp. Ft) (ft) 10 15 20 25 30 35 40 45 50 (ft) 10 15 20 25 30 35 40 45 SO + 40.1 39 38.3 37.7 37.2 36.8 36.5 36.2 35.9 + 43.5 42.4 41.7 4L1 40.6 40.2 39.9 39.6 39.3 is 40.1 39 38.3 37.7, 37.2 36.8 36.5 36.2 35.9 53.7 SL6 50.1 48.9 48.0 47.2 46.5 -45.9 45.3 17 + 41.0 40.0 39.2 38,5 38.1 37.7 37.4 37.0 36.8 17 + 410 40.0 39.2 38.6 38.1 37.7 37.4 37.0 36.8 44.5 43.4 42.7 421 416 41.2 40.8 40.5 40.2 O + 42.5 4L3 40.6 39.9, 39.4 M. 38.6 38.3 38.0 0 20 + 55.0 52.8 50. 3 50.1 49.1 48 3 47.6 46.9 46.4 42 5 4L3 40.b 39.9 39.4 39.0 38.6 3&3 38.0 A ZO _ 46.1 44.9 44.2 43.5 43.0 42.6 42.2 4L9 41.6 A - 56.9 54.6 53.0 5L8 50.8 14L2 49.2 '48.6 48.0 22 + 43.4 42.3 41.5 40.8 40.3 39.9 39.5 39.2 38.9 22 + 43.4 42-3 415 40.8 40.3 39.5 39.2 38.9 - 47.1 45.9 45.1 44.5 44.0 443.6 43.2 42.8 42.5 C ZS + 44.8 43.6 42.8 42.2 41.6 4L2 40.8 40.4 40.1 ,� 25 + 58.1 55.$ 54.2 53.0 51.9 50.3 49,6 49.0 pp 44.8 43.5 42.8 42 2 41.b 40.8 404 40.1 - 48.6 4Z4 46.6 45.0 45.4 45.0 44.6 44.2 43.9 O 60.0 57.7 56.0 54.7 53.6 52.7 51.9 5L3 50.6 1^ + 45.8 44.6 43.7 43.0 42.5 42.041.6 4L3 4L0 + 45.8 44.5 43.7 43 0: 42.5 4200 41.6 41.3 40.0 C 49.6 48.4 47.6 46.9 46.4 45.9 45.5 45.2 44.9 LA LL 2$ 61.3 $8.9 57.2 S5.8 54.7 53.8 43.0 52.3 51.7 IA 30 + 46.2 45.0 44.2 43.5 42.9 42.5 42.1 41.7 41.441.4 W + 46.2 45.0 44.2 43.5 42.9 42.5 42.1 47.7 .�. - 50.2 48.9 48.1 47.4 46.9 46.4 46.0 45.6 45.3 W - 61.9 59.5 57.7 56.4 55.3 54.4 43.6 32 9 52.2 + 47.7 46 4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 y + 47.7 46,4 45.5 44.8 44.3 43.8 43.4 43.0 42.7 ` - 51.7 50.4 49.5 48.9 48.3 47.8 47.4 47.0 46.7 i 63.8 61.3 59.5 58.1 57.0 56.1 55.2 54.5 53.8 a' + 49.1 47.8 46.9 461 45.6 45.1 44.7 44.3 43.9 + 49.1 47.8 46.9 461 45.6 45.1 44.7 44x3 43.9 it 40 y - 53.2 51.9 51.0 50.3 49.7 49.2 48.8 4&4 48.1 Ln 40 4) 65.7 63.1 513 59.9 58.7 57.7 56.9 1 56.1 55.4 Ip 45 + 50.5 49.2 48.2 47,5 46.9 46.4 45.9 45.5 45.2 p 45 + 50.5 49.2 48.2 47.5 46.9 46.4 45.9 455 45.2 54.8 514 52.5 51.8 5L2 50.6 50.2 49.8 49.5 tV 67.6 64.9 63.0 616 60.4 59.4 58.5 577, 47.0 51.4 50,1 49.1 48 4 47.8 47 2 46.8 46.4 46.0 50 + 5L4 50.1 49.1 48.4 47.8 47.2 46.8 46.4 46.0 55.8 54.4 53.5 52.7 511 5L6 51.2 50.8 50.4 68.9 66.2 64.2 617 61.5 60.5 59.6 .58.8 58.1 55 + 52.8 SLS 50.5 49.7 49.1 48.5 48.1 47.7 47.3 55 + 52.8 51.5 50.5 49.7 49.1 485 48.1 47.7 47.3 57.3 55.9 54.9 54.2 53.6 53A 52.6 512-2 51.8 E;93 68.0 66.0 64.5 63.2 62.2 51.2 6DA 59.7 60 + 53.8 52.4 SL4 50.6 49.9 49.4 48.9 48.5 48.2 52.4 51.4 50.6 499 454. 48.9 48 5 48.2 58.3 56.9 55.9 55.1 54.5 54.0 53.5 531 52.7 69.2 67.2 65.6 64.3 63.3 62.3 615 60.8 GENERAL NOTES FIGURE 1 1. TABLES VALID ONLY FOR BUILDINGS OF D=10% OF LEAST HORIZONTAL DIMENSION MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS 2• ROOF ELEVATION "H IS DETERMINED THE MEAN ROOF HEIGHT. ZONE 4M BY USING FIGURE 1 AS REFERENCE. ZONE 5f 3. IDENTIFY ZONE OF COMPONENT PER FIGURE 1. r 4. POSITIVE AND NEGATIVE LOADS ARE TAKEN AT MEAN x. ROOF HEAIGHT AND APPLY TO ALL FLOORS. D a� 5. TABLE ABOVE SHOWS MAXIMUM DESIGN LOAD FOR {i SHOWN BUILDING HEIGHT IN END ZONE. D 6. THIS DOCUMENT IS NOT VALID WITHOUT THE EMBOSSED SEAL SEAL OF AN ENGINEER EMPLOYED BY AL-FAROOQ CORPORATION. NO CCE�JJ• • • • • OF THIS '•DQ�•0� • • • • • 7. MANNERTIC4E T FGR91TTU 01140/77 ASCEED 10 SET FORTHDIN ANY HEREN. 8. ALL LOADS?1RL'e;LCUMTEb "PLR ASCE 7-10 AND FOC 2010 STANDARDS y 2015 sate: to-oz-ta • 0WISIOWS: 000 • . drown by- N.F. • • • • • �! AL-FAROOQ CORPORATION no. • to "by ti ENGINEERS & PRODUCT DEVELOPMENT checked by: H.Y. • • • • • • s 1238 SIN 87 AVE TEL (305) 26"100 OWfG NO. 1 MIAMI, FL 33174 FAX (308) 2826978 JAVAD AHMAD SHEET 1 OF 1 FlA P E %70592: E6 CAN. 35M ••• • • • ••• • • M® MIAMI -DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2540 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwmwiamidade.gwdpSra/ 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 and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA _..roduct Control �•-�••�• ^' .. .rs—.crovcarrrrar.-.v a-r+-.urrrciw�crcirruxi Section that this product or material fails to meet the requirements of the applicable buildings code. This product is approved as described herein, and has been designed to comply with the Flox da 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. Slidir g. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11, prepared t y AI—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dede County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant �n��n�.�r:�:.�rrrn�rm3vexa �rperman�r►� ravez�nun-me�riauuraL� arer s-nsurte or�ogo ity, state, model/series, and following statement, "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPEeTIUlj A,C*o�► pf3hj Cntire NOA shall be provided to the user by the manufacturer or its distributdrs w3slkd be stva'iiable for inspection at the job site at the request of the Building Official. This NdA rcvises ROA # X0-$8.24.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submi'tQe'd do4umel0tionAas rdyiewed by Manuel Perez, P.E . ... . . . . NOA No. 12-0113.01 • Y0000 Expiration Date: December 30, 2015 ... .. Approval Date: March 01, 2012 • Pagel ... . . . ... .. .. .... . . . ..... 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 11/22/11, 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 marke&up drawings and installation diagram of horizontal slider, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF4126.01-10, dated 06/08/10, signed and sealed by Edmundo J. Largaespada, P. E. (Submitted under previous NOA# 10-0824.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, prepared by Al-Farooq Corporation, dated 06/24/10 and revised on 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1, Statement letter of conformance, complying with FBC-2007 and FBC-2010, and of no financial interest; dated November 21, 2011, 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. (Submitted under previous NOA# 10-0824.05) G. OTJIM . . .. .. Ii ��*Io;tide ofA��C�o;ep1pce No. 10-0824.05, issued to Labrador & Fundora Corp. dba V & ..' ..Y W1nd9W4 f8r jb8ir Series "200" Aluminum Horizontal Sliding Window- L.M.I., approved on 12/30/10 and expiring on 12/30/15. • ••• ••• ProductMa rex, P.E. . . .. . . . . . . .. . . ontrol kxaminer • • • • • NU .12-0113.01 ... . . . ... . Expiration Date: December 30, 2015 ... . . . . ... . . Approval Date: March 01, 2012 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . 74" 111' WlNoow WIDTHWINDOW WIDTH 81 MAX. 9" MAX. ((! 8" MAX. 8" MAX. H� sl w HEAD/SILL CORNA HEAD/SILL g Fl 0FALSE MUNTINS) FALSE MUNITNS ( MAYE CUM sz s/a^ 33• (suRF ED) 24 6/8• 48 5/8^ 24 5/6" D.L. OPO. D.L. OPE. 1� D.L OPO. O.L. OPO. DA- OPG. 38 3/4" 28 3/4" 28 3/4` VENT WIDTH VENT WIDTH VENT WIDTH TYPICAL ELEVATIONS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 200 ALUMINUM HORIZONTAL SLIDING YVTNDO DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2.SILICONE APPROVAL APPLIES TO SINGLE UNITS OR SIDE B1' SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DARE 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 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVFiZ). W000 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 MATERIA!. SHALL BE BEYOND WAIL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD OURATIQN INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUI' NOT LIMITED TO SIEEL/METAL S(N2EWS, WHAT COME INTO CONTACT WITH OTHER DISSIMILAtt MATERULS $HALL MEET THE REQU62EMRdTS OF 2010 FLORIDA BLDG ii p HEAD/SILL A SILICONE DOW CORNING 998 n u u u S[T+A,SS TYPE 'B' II II 13 I� . CODE SECTION 2003.8.4. 3/18" ANN. CLASS .080` INTERLAYER BUTACITE Pd8 BY 'DUPONT' 'Qq 3/18` ANN. GLASS DOW CORNING 895 PECORA 698 22 II22) w I 10 1/8" HEAT SIREN -D, ii p I II ti o II ii SILICONE DOW CORNING 998 n u u S[T+A,SS TYPE 'B' Z F C h rl ii p I II ti o II ii SILICONE DOW CORNING 998 n u u II II I� GLASS .GBG" INTERLAYER BUTACDE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 998 PECORA 896 3/18" HEAT STREN'D. GLASS .09Q" INTERLAYER SENTRYOLAS BY 'DUPONT' 3/18' HEAT STREN'D. GLASS SILICONE DOW CORNING 998 PEC9RA 888• 22 I !j •••••• j !j • � is I: ••••• jl III •••• • • drawing no. W10-26 DESIGN LOAD CAPACITY - PSF (XO OR 0% SIZES) WINDOW DIMS. WINDOW DIMS. WIDTH I HEIOHS A GLASS TYPES DIS.(+) FW.(-) GLASS TYPE EXT.(+) INT.(-) 28-1/2' 37" 83-1/8' 28" 74' 3 4 8 8 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 8� -2°_ 38-3/8" 3 4 70.0 70.0 70.0 70.0 80.0 80.0 90.0 90.0 37° 74' 70.0 70.0 1 80.0 90.0 8 70.0 70.0 80.0 90.0 28-1/2" 53-1 a" 80-8/8, 3 70.0 70.0 80.0 90.0 4 70. IL 80.0 90.0 8 1 70.0 70.0 80.0 90.0 74' 8 70.4 70A 80.0 90.0 28-1/2" " or 3 70.0 70.0 80.0 90.0 4 70.0 700 80.0 6-1 70.0 70.0 80.0 8 70.0 70.0 BD.O 90.0 80.0 89.0 83-1/8' 74" 24' w 48" 80' 72' 24" 3 70.0 70.0 80.0 wo- 4 70.0 70.0 80.0 90.0 5 70.0 70.0 80.0 90.0 7 70.0 70.0 80.0 90.0 B 70.0 70.0 80.0 90.0 24' 38' 48' 80" 72' 38' 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 5 70.0 70.0 80.0 90.0 7 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 90.0 24" 38' 48' e0" 72' I 48" 70.0 70.0 80.0 90.0 _3 4 70.0 70.0 80.0 90.0 5 70.0 70.0 80.0 90.0 7 70.0 70.0 80.0 90.0 8 70.0 7MD 80.0 90.0 24' 38' 48" 80" 72" 80° 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 8 70.0 70.0 BD.O 90.0 7 70.0 70.0 8D.0 90.0 8 70.0 70.0 80.0 90.0 24" 38' 48' Bo" 72' o3" 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 5 70.0 70.0 80.p 90.0 7 70.0 70.0 80.0 90.0 8 1 70.0 70.0 80.0 1 90.0 A m NO. OF ANCHORS PER HEAD & SILL (1/2W) (1/2W) OPERATING VENTS TO DE 1/2 OF THE WINDOW WIDTH 'XO OR OX' (1/3W) (2/30 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. GLASS TYPES GLASS TYPE A 'D' & 10' 'D' WIDTH HDOHT EXT.(+)• INT.(-) D0:(+) INT.(-) 74' 108-1/4" 111" 28" 8 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 74" 108-1/4" 111" 38-3/8' 8 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 9D.0 74" 108-1/4' 111' 80-5/8" 8 70.0 70.0 80.0 9o.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 1 80.0 90.0 " 108-1 4' 1i1" Br 8 0 D.p 80.0 90.0 12 70.0 70.0 :. BOA 90.0 12 70.0 70.0 80.0 89.0 72" 84' 88' 108" 3B' 8 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 12 70.0 1 70.0 80.0 90.0 72' 84' 108" 8 70.0 70.0 80.0 90.0 B 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 90.0 12 70.4 70.0 80.0 90.0 7Y 84" 98' 108" 8 70.0 70.0 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 70.0 80.0 90.0 12 1 70.0 70.0 80.0 90.0 72' 99' 1o8"12 8 70.0 70.0 80.0 90.0 970.0 70.0 80.0 80.0 i 1 70.0 7a.0 80.0 90.0 70.0 70.0 BOA 80.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 RS PER HEAD & SILL • 14mw Y N oil.o •••• • • OPERATING VENTS TO 411E 1/4 OF THE WIILDDW*M31iH (1/ (�%7 • (1/4V • • 14mw Y N oil.o Will,few` q�6a ua • drawing no. Nay (-' W10-26 •••• • • OPERATING VENTS TO 411E 1/4 OF THE WIILDDW*M31iH JA1MD HMAD PRODUC'�RBVISDD• • i4 FlA ,PE I_70892 �aplylnagw8h16eY10/�1t••• I Will,few` q�6a ua • drawing no. Nay (-' W10-26 TO SILL CONE 1FEEPHOLES: W1 m 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH END WITH PLASTIC BAFFLE. W2 = 3/18" 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. v " WOOD BUCK --------------------- MIAMI-DARE COUNTY APPROVED Lj MULLION & MULLION ANCHORS jI SEE SEPARATE NOA Li i I TYPICAL ANCHORS FORR SPACING ING 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 SPACMG 1/4" DIA. ULTRACON BY 'ELCO(Fa-177 KSI, "155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELE DRILLING c_r.REWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • •• 4PICAL 94CHORS SEE EUEV.` FOR SPACING `b 0% i�;i ��pppfpp� !!jjr��rff 41 9'ON�� drawing no. W10-26 f12 SMS OR SL.F DRILLING SCR tINS (Or 2 CRS) • • INTO MIAMI—DADE COUNTY APPROVED MUWONS (ISN. THK. (NO SHIM SPACE) • • • • • • • X 1 f8" X 3" LONG • • 0:0* • • • • i MTO. RAIL LOCATIONS TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/204iAN.00 • INTO WOOD STRUCTURE = 1" MIN. • • • • • • INTO METAL STRUCTURE = 3/4" MIN. •• • 00000 0000 • CONCRETE AT HEAD, SILL OR JAMBS f'o m *W&PA SIN. :000 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 NSI MIN. ••000• • Ener: JAV A BIAD • • • • • • p ��yssRpt)OCP013VIS8D A '35782 Bidldin8y n�nnt 4PICAL 94CHORS SEE EUEV.` FOR SPACING `b 0% i�;i ��pppfpp� !!jjr��rff 41 9'ON�� drawing no. W10-26 1/4" MAX. VENT WDTH �.0 SHIM - 1/4" MAX � I D.L. on o SHIMS TYPICAL. ANCHORS 20 23 TYPICAL. ANCHORS Z SEE Em. o FO SPACING I' FOR SPACING P a U 24SEE a", - v. I � METAL STRUCTURE p a 20 c B a Ll o.L OPTS. WOOD BUCKS a 2e B EXTERIOR WINDOW WIDTH KO LAYOUT VENT WIDTH VENT WIDTH ,/4" MAX. 9/4" SHIM SHS MAX. D.L OPG. D.L OPG. © 7 o B BY WOOD BUCK 20) TYPICAL LF ELEV.ANCHORS @R D STRUCTU SPACING 2a 2a ' • • 0 • R� B '� •••••• •• • C==K:i�• ..-----SCREEN$ G •err---—---------- P S • ,BY •••• • • ®�4 py ppG, c WOOD BUCKS • • • • • • • • •• •••• • a � B EXTERIOR .' .b � g •••••• •••• €d •• WINDOW Wmnl • • • TYPICAL ANCHORS XOX LAYOUT SEE ELEV. ? FOR SPACING : • • : • : • 8 • MIAMI—RADE COUNTY • • • • APPROVED MULLION • •••••• & ANCHORS-- • o SEEEE SEPARATE NOA • • • • • ° ° � ' • • r p i I i t U ." JACm AHM PRODUCTRSVISED p 7pgg �PIy�g WltbDIe NIW}d9 ��' 1� II FCRN�SbU' 2 11 II Amptmgm vow 1 I IL_ _JI BY ,YPICALANCHORS ��11 VV10 26 SEE ELEV. FOR SPACING N� SR et 4 Of 6 FRAME HEAD I ® FRAME SILL t.aza .585 .3tz .oso 7YP. SILL TRACK FRAME JAMB .988 082 843 TYP. .801 L_ 1.478 .937 .Ott 1.128 .898 .908 875 VENT TOP/BOTTOM RAIL I U JAMB ADAPTER -2.063- T- 083 082 082 TYP. .874 7.100 1.775 .887 ,tgq t3 SILL RISER 1.788 © JAMB STILE .125 2.083 2.18 (.678 908 1.139 ALUMINUM BAR MEETING RAIL .082 © FIXED MTG. RAIL .147 .417 2 T. 08 to GLAZING BEAD LTRM PART QDAWnTY DRBCRWMN MAT=" MANY./SOPPU3R/B9MAR0 1 V103 1 FRAME HEAD 8083-T9 2 V202 1 FRAME SILL 8083 -TB - 3 V203 1 Slit. TRACK 8083 -TB • 4 V201 2 FRAME JAMB 8083-T8 5 V205 AS REOD. FRAME JAMB ADAPTER SO83-TB 8 V104 1/ VENT FIXED MTG. RAIL 8083-T8 7 V204 1/ VENT VENT INTERLOCK 8083 -TB - 8 V209 1/ VENT JAMB STILE 8083 -TB 9 V107 2/ VENT TOP AND BOTTOM RAIL 5083 -TB • 10 V708 AS READ. GLAZING BEAD 8083-T8 - 13 - AS REOD, ADD-ON SILL ROM 8083-T8 USE AS REQD. 14 - 4/ VENT ROVER HOUSING & GUIDE CELCON - 75 V208 2/ VENT ROLLER MASS - 18 V207 2/ VENT ROLLER PIN ST. STEEL - 17 #8 X 1-1/4" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 ®8 X 3" 2/ VENT FOX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 - AS READ. FW SEAL W S FIIPPINO UL7RAFAB 20 914OW AS READ. BULB SEAL (DUAL DURDMETER, T-SLOT=50, BUL9=73) NEOPRENE ULTRAFAS 22 9148OU AS REQD. GLAZING BEAD BULB (DUAL DUROMETFR, T-SLOT=50, BULB=73) NEOPRENE ULTRAFAS 23 - 2/ VENT SWEEP LATCH - AT 8-1/2° FROM EACH END 24 I�8 X 3/4" 2/ LATCH LAIIDH INST. SCREW ST. STEEL PH SMS 25 - 2/ WDW WEEP VALVE - 28 - 1/ VENT 8/18' BOX SCREEN - OPTIONAL 27 #8 X 1/2" 1 2 BAFFLE INSTALLATION SCREWS PH TEKS o� �."".,," 0000•• • 0000•• 0000 0000 0000•• 0000•• HE 0 1IDT+taa7d8 0 draWinq no. W10-26 N � LL ��aom a!r 0000 rQQrSS .v" 0000 oo��gga�a� •• • • •• 0000•• 0000 • • •••• • • loll 14 • • • 0000•• 0 1IDT+taa7d8 0 draWinq no. W10-26 fie ( III i7 fes" n � /1�4,V M � c C I � I i /� I 0 �a� ��a q $ KENT TOP/BOTTOM CORNERS FRAME TOP CORNER i �p a ,7 • • •••• • • Win • • • 'C ii33 • •••• • • • see so . • • . . .. • •• • • ... • . • 0 •• • �R J CI AF8 ' - FiA. PE 70892'. PROD4CT RBK,SBD cob PI01:da o � '� CA.N., 6J8 Itulta ibB . FlXEO MIG. RAIL CORNER FRAME BMM CORNER BY drawing no. W10-26 sheet 6 of 6 MAMM MIAMI DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE {NOA) mvw.miamlaade.govbera! Labrador & Fundora Corp dba V & V Windows 2355 W 46 Avenue Hi0leahoyL 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 and accepted by Miami—Dade County PERA— Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami --Dade County) and/or the AHJ (in areas other than Miami --Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. including the High Velocity Hurricane Zone. DESCRIPTION: Series 11300" 011tswing 81011 Glazed Aluminum Entrance Door — L.M. I. APPROVAL DOCUMENT: Drawing No. W10-08, titled "Series Aluminum Out—Swing Entrance Dc (L.M.I.)", sheets I through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by A Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LIMITATIONS: 1. The maximum positive exterior design pressure shall be + 66.30 psf where water infiltration requirement is needed. 2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENTS" ee NDA exnaeg pmeded by the words Miami—Dade County, Florida, and followed by the expirationn a* 1� �iip1•ayed in advertising literature. If any portion of the NOA is displayed, then it shal?be dtm itfits entiraW. • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shaU%e M ilable foiPM-pectiba $tUe job site at the request of the Building Official. This NOA revises AOA l�fo. i.0• W 04en'd.00lsists of this page 1, evidence pages E-1 and E2 as well as _ approval document mentioned above. • • • • • The submitted documentation was reviewed by Jaime D. Gascon, P. • ' ' ' "' ' NOA No. 12-0113.02 MlAMMAD • Expiration Date: September 01, 2015 • • i'u • ': Approval Date: April 19, 2012 Page I Labrador & Fundora Cora dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1 Manufactur&s.die drawings and sections. (Submitted under previous NOA No.10-0446.04) 2. Drawing No. Wl&M, titled "Series Aluminum Out -Swing Entrance Door (L.M.I:)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TES'T'S 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, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with marked up drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and'Edmundo J.-Largaespada; P. E. (Submitted under previous NOA No. 10--0406.04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBG -2007, dated March 18, 2010, prepared by Al-Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-NO6.04) 2. Statement letter of conformance and compliance with the FBC 2010, prepared by Al-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM E130044 i. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice pf.¢pceptange Vo, 11 6624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DdPb* MhGc1te® PVB Interlayer" dated 09/08/2011, expiring on Is of 0 0 00 ... . . ... . . . ... . .... ....... . . • . V: E-1 . . . . . . . . . . . .... . • . .. .. Jaime D. Gascon, P. L Product Control Section Supervisor NOA No. 124113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 Labrador & Fundora Cory dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, no financial interest and compliance with the FBC2010, prepared by AI-Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007, prepared by Al Farooq Corporation, dated 04/30/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 104406.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega. (Submitted under previous NOA No. 10-0406.04) 4. Laboratory compliance letter for Test Report No. ATLSF-M3.02-08, 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. (Submitted under previous NOA No 10-0406.04) G. OTHERS 2. Notice of Acceptance No. 10-0406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "300" 810" outswing Glazed Aluminum Entrance Door - L.M.I.", approved on 09/01/10 and expiring on 09/01/15. .• ••• . . • . . •• . ......... . so . ••• . ... . . .. . • • • . • • • • . ••. • • • ••• • ••• • • • • ••• • • E-2 . ..... • . .... ... • . . .... . 9- - Jaime D. Gas , P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 HEAT STREN'D GLASS -090" INTERLAYER BUTACITE PVB BY 'DUPONT' ( rt/8" HEAT STREN'D GLASS PECORA 888 I HEAT STREWD GLASS 080° IMERLAYER BUTACITE PVB BY 'DUPONV 1 3/18" HEAT STREN'D GIA9S 1 SILICONE 20 \ 20 \ 25 GLASS TYPE 'A' GLASS TYPE 'B' 5/18" OVERALL LAM. GLASS 7/18" OVERALL IAM. GLASS GLAZING OPTIONG GLAZING DETAIL AT SIDELTTE/TRANSQS o q r.N N o PROAUCTRGVTSBD F IA �Oggg 3m!!llWl0� Zfl19 y drawing no.0-08 sheet 1 o112 � g THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUTSMNG ENTRANCE DOOR •••••� o •• ••• SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM► SEE•SHEET 2. • • • • 5$ & a SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH Tj�V�Q SEE SREET 9. • -4. • • • 1T $ SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE S�FiE� SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES AND•Tf11VSONS SEE SHEET 0. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR WILL• d) WCITY • I APPLY TO ENTIRE SYSTEM. • • • 00000 $ l • DOORS APPROVED FOR INSTALLATIONS WHERE WATER IVgLXrTION RESISTANCE IS REQUIRED. • • • • • • • THIS PRODUCT HAS BEEN DESIGNED AND TESTED TOY TTH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 �CLUDING • • HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPVRLY TO, TRANSFER 0 • • • • • a o B • LOADS TO THE STRUCTURE. • • • ANCHORS SHALL BE AS LISTED, SPACED AS MOWN ON IS %LS, OANCHORS • • • • EMBEDMENT TO RAM MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.• • • 4 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL.. o A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. B MATEMA S INCLUDING BUT NOT LIMITED TO SM/ML7AL SCREW$, THAT COME INTO gam o CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. o q r.N N o PROAUCTRGVTSBD F IA �Oggg 3m!!llWl0� Zfl19 y drawing no.0-08 sheet 1 o112 DOORS LOAD CAPACITY - P9F 39 8/8° MAX. GLASS TYPE GLASS TYPE GLM TYPE GLASS TYPE DOOR DIMS. FRAME WIDTH FRAME YflOTFI 12" EXL(+) BJL(-) EXT.(+) 8° MAX. e9° 7a.0 80.0 70.0 80.0 HEAD/SLLL A SILL oaRNERs 1 �I D \ II I \\11 I -- I II \ 1 " \ I 1 ACTNE SURFACE APPLIED B FALSE MUNTINS OR -/ DECORATIVE GRILL 28 3/4" MAX. 1p MAY BE USED D.L. OPG. 38 3/4° MAX. LEAF WIDTH (X) DOORS LOAD CAPACITY - P9F SINGLE DOOM MWOUT TRANSOM (X) GLASS TYPE GLASS TYPE GLM TYPE GLASS TYPE DOOR DIMS. A' B• FRAME YflOTFI FRAME HEIGHT EXL(+) BJL(-) EXT.(+) 37-8/8" e9° 7a.0 80.0 70.0 80.0 98.3 78.8 88.3 78.8 39-8/8" (XX) DOORS LOAD CAPACITY - PSF DOUBLE DOORS WTTROUT TRANSOM (XX) GLASS TYPE GLASS TYPE DOOR DIMS 'A• H' FRAME WIDTIi FRAME �.(+) INT.(-) EXr.(+) INT.(-) F�IOHf 72° 70.0 80.0 70.0 80.0 78° ee° 88.3 1 78.8 88.3 78.8 gr v • • CCC777 • •• • • ••• NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • i BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 a oam� F. JAVAV ARM e b q CAN. FLA PE ® 70892 RODUCTRSWSHD CAN. 3838 y� ftAtdda a0,a �d s 1 TOdrawing no. N M=1 W90-08 ' sheat 2 of 12 38 8/8" MAX. 12' P, H SURFACE FALSE MUNDNS OR APPLIED 3 DECO E UR USED BSEEDD 28 MAX. 10 O..L., 38 3/4' MAX. LEAF VADTH (0/x) DOORS LOAD CAPACITY - PSF DOUBLE DOORS W M TRANSOM (0/XX) `_ SINGLS DOORS WITS TRANSOM (0/X) GLA88 TYPE GLASS TYPE GLA88 TYPE GLASS TYPE DOOR DIGS. 'IV 'B' FRAME WIDTH FRAME EXI'.(+) INT.(-) EXT.(+) MT.(-) H£IOHT 37-8/8° 120- 70.0 80.0 70.0 80.0 88.3 I 78.8 I88.3 78b 38-8/8° SURFACE APPLIED FALSE MUNfINS OR DECORATNE GRILL MAY BE USED DOORS LOAD CAPACITY - PEP DOUBLE DOORS W M TRANSOM (0/XX) `_ GLA88 TYPE GLASS TYPE DOOR DIMS, FRAME FRAME WIDTH HEIOM 72° 120, 70.0 80.0 70.0 80.0 86.3 1 78.8 1 88.3 78.8 78° 1 • • 8 • • •••• •••• • •••••• • � rim •••••• •••• F •• •• • 'E: w� CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 8 DECLARATORY STATEMENT DCAO5-DEC-218 _ .. o i rtgr. AVAD AHMAD � � e FLA: 'PESA74682 CAW 3839 DUCTRBVISM implying wiW Ore01"1 ., BulldingA-opftCut� i2"DIt3.CrZ TO S drawing no. Miami D ds Pm uu Can:oif w i 0-08 ' sheet 3 of 12 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. 148' {� ♦/ FRAIAE WIDTH 12' CLUSTER OF 12' 31 3/8' X11 3 ATANCHORS HEAD/SILL MAX. D.L. OPG. O 3' HEAD T+ TYP. SILL I" R 0,11 lgyy � II II \ I / • • • C? • • • U ACTIVEI INACTIVE • • • • • • • • i44 APPLIED B •••• • • • • VE GRILLffINS 1.28 3/4' MAX 28 3/__ A817L • • • • BE USED D.L OPO. D.L. OPO. • • • •• men* SIDELITE 38 3/4' MAX •• J"USE ASN EI SEE CHART AT LEFT LEAF WIDTH • • (OXXO) • EW. &VAD D g FL4. FE9ppLxa58z RCdWCTRStlISlA a i3 aaN.353s s Y�SwithsmFittid9 $ NOTE: hd�.scO GLASS CAPACITIES ON THIS SHEET AREBASED ON ASTM E1300-04 (3 SEC. OUSTS) drawing no. �1in0o. AND FLORIDA BUILDING COMMISSION Q DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF' DOORS WITHOUT TRANSOM SIDEUTE m TH INCHES FRAME HEWK GLASS TYPE 'A' GLASS TYPS 'B' SMELTPE STDELTTE STOBLTT6 8D)ELITE WIG RMNF. W/ ALUM =W. W/O RWIF. W/ ALUM BE NF. INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) EM.(+) OTT.(-) EXT.(+) INT.(-) 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 90.0 70.0 80.0 70.0 804 70.0 80.0 70.0 80.0 70.0 90.0 70.0 90.0 70.0 80.0 70.0 90.0 70.0 90.0 70.0 80.o 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 24 28 32 38 40 84 70.0 804 70.0 1 80.0 70.0 1 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 80.0 704 804 70.0 80.0 704 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 90 704 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 804 70.0 80.0 70.0 80.0 70.0 80.0 704 80.0 70.0 80.0 70.0 80.0 70.0 804 704 80.0 70.0 80.0 70.0 S.0 70.0 80.0 70.0 804 70.0 804 70.0 804 70.0 80.0 24 28 32 38 96 70.0 78s 70.0 80.0 70.0 75.9 70.0 80.0 no 71.2 70.0 90.0 70.0 71.2 70.0 90.0 87.4 EA 70.0 90.0 87.4 97.4 70.0 50.0 84.1 84.1 70.0 75.8 84.1 81.1 704 80.0 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. 148' {� ♦/ FRAIAE WIDTH 12' CLUSTER OF 12' 31 3/8' X11 3 ATANCHORS HEAD/SILL MAX. D.L. OPG. O 3' HEAD T+ TYP. SILL I" R 0,11 lgyy � II II \ I / • • • C? • • • U ACTIVEI INACTIVE • • • • • • • • i44 APPLIED B •••• • • • • VE GRILLffINS 1.28 3/4' MAX 28 3/__ A817L • • • • BE USED D.L OPO. D.L. OPO. • • • •• men* SIDELITE 38 3/4' MAX •• J"USE ASN EI SEE CHART AT LEFT LEAF WIDTH • • (OXXO) • EW. &VAD D g FL4. FE9ppLxa58z RCdWCTRStlISlA a i3 aaN.353s s Y�SwithsmFittid9 $ NOTE: hd�.scO GLASS CAPACITIES ON THIS SHEET AREBASED ON ASTM E1300-04 (3 SEC. OUSTS) drawing no. �1in0o. AND FLORIDA BUILDING COMMISSION Q DECLARATORY STATEMENT DCA05-DEC-219 DESIGN LOAD CAPACITY - PSR SIDWfES W/ SWCLE OR DOUBLE LEAF DOORS W/ TRANSOli SIDEUTE WIDTH INCHES FRAME KIM INCHES GLASS TYPE 'A' GLASS TYPE 'D' SIDELITE SIDELIT'E W/ STL REM. W/ STL REINP. W.(+) INT.(-) EXT.(+) W.(- 24 28 32 36 40 98 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 BOA 70.0 BOA 70.0 BOA 70A 80.0 70A 8D.0 70.0 80.0- 24 28 32 36 40 102 70A 60.0 70.0 80.0 70.0 80.0 70.0 80.0 704 80.0 1 70.0 1 80.0 70.0 80.0 70.0 80.0 70.0 84.0 70.0 BOX 24 28 32 38 40 108 70.0 80.0 70.0 80.0 704 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 60.0 70.0 80.0 70.0 60.0 70.0 80.0 24 28 3z '670.0 114 70.0 80.0 70.0 1 80.0 70.0 8D.0 70.0 804 70.0 80.0 70.0 80.0 77.4 70.0 77.4 24 28 32 JB 120 70.0 73.8 70.0 73.6 70.0 70.1 70.0 70.1 88.8 88.8 68.8 88.8 63.9 63.9 63.9 83.9 NOTE: FOR DOORS CAPACITIES SEE SHEET 3. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART WILL APPLY TO ENTIRE SYSTEM. CLUSTER OF (9 ANCHORS 31 3 8 FOR INSTALLATION$ WO WOOD / ° 71 AND THRU WOOD BUCKS ONLY-,,D.L OPO. CLUSTER OF (8} FOR FOR ALL OT E MMALLA79M 2 ALUM REIN 3° 12' 26 3/4' MAX. FI LA Q"2, NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) n AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 (a 31 3/8' D.L. OPO. O U 8 Yj h QVVV' O g • y • • •••••• •uR� •••••• •••• CLMSML OF • • • • 161 NC ORSLL •• ••• S so a o q drawing no. W10-08 sheet $ of 12 n u / II / 11 u u n u YYII \ NI u ii L ii \ u n \ �� ACTNE ` SURFACE ED g FALSE UNTINSUOR DECORATIVE GRILL 1,2!-3/4' MAX. MAY ISE USED OD.L.OPG. STEEL REINF. 36 3/4° MAX. USE AS PER CHART ---- .._--- 12' 26 3/4' MAX. FI LA Q"2, NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) n AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 (a 31 3/8' D.L. OPO. O U 8 Yj h QVVV' O g • y • • •••••• •uR� •••••• •••• CLMSML OF • • • • 161 NC ORSLL •• ••• S so a o q drawing no. W10-08 sheet $ of 12 PENETRATION ��^ areawrvu �w XX :AI. ANCHORS ELEVATIONS SPACING SUCK 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 ELEv. FOR SPACING 1/4' DIA. TAPCON BY TIWP OR (FU -120 KSI, FY.92 KSI) 1/4' DkA. ULTRACON BY ' ICO' (FU -177 161, FY -155 KSI) INTO 29Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. DR MASONRY DIRECTLY INTO CONIC, OR MASONRY 1-1/4" MIN. EMBED INTO GONC. OR MASONRY §14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .091 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 f'o - 3000 PSI MW. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. SMANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. EPS: 3/16' X 3/4" WEEP SLOTS AT 3" FROM EACH END METAL [;�`':j STRUCTURE 0 Rg �0 g TYPICAL ANCHORS SEE ELEVATKRTS • • sees • e • FOR SPACING a8 ggqq DOOR DETAILS 0 9r JAVAD AHMAD 'CA IA, PES$ 7osea, i CAN. s&i8 age-PRODTRBvrsaD O°' mbnw vmb dw Florida kale tz ►13"OZ /$ Browing no. sheet 6 of 12 Rg s•s• g • • sees • e • ••• 00 • •sees• '% •s•• • •. e • •0000 0•e•e• Ulf 01 •see*• sees e • e 00 •saes• s • • • ::.:0: •• • iU DOOR DETAILS 0 9r JAVAD AHMAD 'CA IA, PES$ 7osea, i CAN. s&i8 age-PRODTRBvrsaD O°' mbnw vmb dw Florida kale tz ►13"OZ /$ Browing no. sheet 6 of 12 „4. MAX ro'e''` © o „4. SHIM SHIM Z 1sy METRa WOOD RUCK STRUCTUREE 4 CIO 18 a �'j - �Axtg0 TYPICAL ANCHORS °” TYPICAL ANCHORS FOR SPACSEE ING SEE fir, 8 6 d `d• FOR SPACING a EXTERIOR �• $ 17 17A D.L.O. •'�." g LEAF WIDTH g FRAME WIDTH i L • • 1/a° MAX. 0000 IM• • • • •SH • ••• 1/4" MAX.'. O • sFnM . E . • • • • • � �y.;, gg •r • • "��C 0 . • �.: • • • OR WOOD • ZO ®® • i TYPICAL ANCHORS'. • • • • fY SEE ELEV. �' • • • • • • o € FOR SPACING.-. • t + • 000 8 O.LO. 7 8 'RTYPRAL AWHO SEE EE $ $ 17 17A FOR SPACING LEAF WIDTH EXTERIOR FRAME WIDTH 8 o<m� 0 En, VpAyU�, a •gl, 6UL P6 970892 MtOD= RE SM CAN. 38J8 „g omnplylt with the R aWa I drawing no. DOOR DETAILS ru=-, W10-08 sheet 7 0412 TYPICAL ANCHORS 4. u `!� SEE ELEVATIONS FOR SPACING �Y O 0 9T/HRl8MIN .L 0W° 10 PENETRATIIOONT yp 7 1 21 `-- REQD. AT 1/4' MAX.-` SHIM H 4444 • • - --J 12 DOUBLE (XX) . • • • • • • DOORS ONLY • • • • • • • :0: I- 406.00 00 • �jI LL WA 'f- a zo I 1 10 21 •00.6• 0 • • I 9 `—+—� 24q: ••66•• ••666• QUO •00• � 16 TYPICAL ANCHORS • w � , 00660• ••0• • • • I I SEE FOR SPACING Go µ, ' D.LO. 1 0 • • • ••004• d ?• �• 6 0 It FRAME WIDTH 6 • • • • • �� 00' J ar o G—FINAM MM' CML 'CA ter 2 PRODm R wmw g ZOii esammAybevvllbaloFktka Off$ drawing no. TRANSOM DETAILS nml1am10edePmati tCaatral W1 O —08 sheet 8 of 12 TYPICAL ANCHORS 1/4' WX.' . SH14 ' O FOR SPACING " #10 X 3/4" FH MCS /„1 #10 X 3!4' FH TEKS AT 10 FROM I]JDS N AND 24" O.C. MAX. CML FIA. PEA 70592 C:". "3838 V SIDELITE DETAILS ],1 D at•T,�I/do 0 0/6 drowtng no. D.L. OPO. • • • DOORS W/0 • @ TRANSObI CAN • • WR1i OR ALUM REIMdlf>IM* �` /WITHOUT DOOM TRANSOM ARE SEE SHEETS 44 AND 5 FOR��•�NF. ONLY • • • • CML FIA. PEA 70592 C:". "3838 V SIDELITE DETAILS ],1 D at•T,�I/do 0 0/6 drowtng no. ACTIVE LEW-- OPTION-#1 3 POINT LOCK ASSEMBLY BY 'SULUVAN AND ASSOC.' 7/18' 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 82-3/4- FROM BOTTOM LOCK HANDLE AT 45-1/2- FROM BOTTOM OPTION p2: CONVENTIONAL DOOR LOCKM WITH HANDLE BY 'SULLIVAN AND ASSOC.' LOCATED AT 38' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCK BY 'SULLIVAN AND ASSOC.' LOCATED AT 48" FROM BOTTOM INACTIVE LEAF 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 NOW: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING, HINGES: OPTION fil, 4-3/4' BALI. BEARING 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 #12-24 X 1/2' FH MS OPTION 62: 7-13/18- THREE PIECE HINGES 3 PER LEAF BOTTOM HIM 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 raw 9 PART $ sm. DLffiCRTPTTON MATMUAL MANE./SDPPXZR/RBMABRB 1 V601 3/ DOOR FRAME HEAD/JAMB 8083-T6 2 11$02 1 FRAME SILL 8083-78 3 V603 1 SILL COVER 6083-78 4 V804 AS READ. SIDEUTE STILE 8083-T8 8 V808 2/ LEAF TOP AND BOTTOM RAIL 8083-T6 8 VMS 1/ LEAF HINGE STILE 8083-76 7 V807 1/ LEAF LACK AND ASTRAGAL STILE BO83-TB 8 V813 AS READ. INACTIVE ASTWIOAL STILE 8083 -TB ® VIWB 2/ LEAF SWEEP ADAPTER 6063-78 10 V809 AS REOD. SIDELITE ADAPTER 6063-78 - 11 V811 AS READ. GLAZING BEAD - 8/18° GUESS 8083-76 - 11A V817 AS READ. GLAZING BEAD - 7/18' GLASS 6083-T8 - 12 V812 AS READ. REINFORCING STIFFENER 8063-T8 - 12A - AS READ. REINFORCING CHANNEL STEEL 136 KSI 13 2/ LEAF 3/6" THREADED ROD STEEL 14 18 V814 2/ LEAF FLUSH DOLT SUPPORT ANGLE 6063-75 1-1/2" X 1-1/2" X 3/16- 18 17 - 3/ LEAF BALI. BE41ONG HINGE ASSEMBLY - - 17A 3/ LEAF 3 PIECE HINGE ASSEMBLY • is 16 I AS REQD. FIN SEAL PILE WEATKERSTRIPPING - - • • •0 09e 20 V816 AS READ. BULB WEATHERSTRIPPING SANTOPRENE I DUROMETER • • • 21 #8 X 1/2' AS RM. GLAZING ADAPTER SCREWS ST. STEEL PH TEK3, AT 2 fT�td ENDS & 8. 0.0. MAX. 22 #10 X 2- AS READ. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS • • • • • • • 23 - AS READ. SIDE LITE ADAPTER SCREWS ST. STEEL - so** • • 24 88-32 X 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL. • FH MS 000680--- •••••• 26 AS REOD. BUMPER SPACER SILICONE - 28 _ •••••• •••• SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH PTI SILICONE. 14 0 tt h paps LLLL°tiW� Florida drawing no. W10-08 4.000 -49- 40ti 078 4.888 M i �Y ' t two 2.128 .084 o 2" o I p .Y- f ° o o O j .828 1.780 .078 llyp. ° 0 0 2.078 4.000 li, ° 3-1/2" 4-3/4" O ° 5V{ a 7 FRAME HEAD/JAMB a HINGE STILE t#m-24 FH MS078 CRS TYPE QQ 1.780 8.373 232" TV. X 1/2' FH MS CRS TYPE 23 l � Hs n n .626 'T 4.000 3.500 It4 1.750 3 PIECE HINGE BALL BEARING HINGE 4.888 078 1.210 TYP. 4.� • . • • v 125 • • • e INACTIVE ASTRAGAL STILE TYp• 3.832 3.782 • • • . • :.: •.. •. • • • •.. • • • • 4.000 .872�8- 1.7soT 07e 7.984 .828 s TOP & BOTTOM RAIL 7z •••.•• • •••• • • . • • •.. • • ••.• • •••••• •••• � � g � 5 7.500 060 .386 �• t.�o • • • •• •• •••• • • • • o �3 �� _ A94 5.313 : : : j'� • • • • 1.808 7 LOCK/ASTRAGAL STILE •.••.• • • • • • • � • 9 SWEEP ADAPTER •250 3.720 •• • . • .. . . • 2 2� 7.134 082 .485 t.oto 2.251 4.176 7 STIFFENERS $ 1.164 3 SILL COVER 078 IYR 1.578 s� .719 048 i t .640 8 Cam u 2L= .163 sol a SIDELITE STILE GLAZING BEAD - 7/16" GLASS 1.133 .088 .583 078 1.680 .062 .814 .498 .708 OSO SCAN. '383H� M. as oompldam Morida ACCQP�g • �ry Aooapttmna No 16 +D a+3 +V •� g T 4.000 1II -moi 1� .313 11 �� Iepi n a - /5 drpWing n°. W10-08 G) FRAME SILL to SIDELITE ADAPTER GLAZING BEAD - 5/16" GLASS Ar_ Munni Mita Pro a oraro street 11 of 12 M 0000.. 0.0•.. 0000 . 0000 0000.. •. .0 0000.. 0 . .00 •• • Fngr. JAVAD AN U Off. C.AW L'M DUCT RF3VIEi13D CmP1Yia8 xilh We F P10V,&�2�19 �a 0000 0000 0000•. 0000 • 0000 0000.. 0000 orawmg no. W10-08 MlBI MMIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) _ _ NOMMIOmi a _ 40_ uNra! Labrador & Fundorn Corp dba V & V Windows 2353 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 and accepted by Miami -Dade County PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. including the High Velocity Hurricane Zone. DESCRIPTION: Series i1100" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-38, titled "Series 100" Aluminum Single Hung Widow (L.M.I.)", sheets 1 through 7 of 7, dated 07/15/2011 with revision "A" dated 10/04/2011, prepared b. 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- pade MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless 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 ingpe IW at tine jpb W% at tale request of the Building Official. This NOA consists of this page 1, evidence f a fieg �-C afid'E,2, as well as approval document mentioned above. •••• . The submitted documentation was reviewed by Jaime D. Gascon, P. ••• *00 MUM 9410 lQ .. . . • ... • ... . . . . ... . . • •• •• • • • •• •• ••• • • • ••• • • NOA No. 11-09W7.03 Expiration Date: October 20, 2016 Approval Date: October 20, 2011 Page 1 Labrador & Fundora Cora dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-38, titled "Series 100" Aluminum Single Hung Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/15/2011 with revision "A" dated 10/04/2011, 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, Type "A" window, Grade 10, per FBC 24113.2. 1, TAS 202-94 and per ASTM F 588-07 along with marked up drawings and installation diagram of single hung window, prepared by American Test Lab of South Florida, Test Report No. ATLSF 0913.01-10, dated 07/11/2011, signed and sealed by Julio E. Gonzalez, P. E. C. CALCULATIONS I. Anchor verification calculations and structural analysis, complying with FBC 2010, prepared by Ai-Farooq Corporation, dated 08/04/2011, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-98/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 119624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont ButaciteO PVB, Interlayer" dated 09/08/2011, expiring on 12/11/2016. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2010, dated 10/04/201 j sign®d ind •sealed fy.- a&ad Ahmad, P. E. . ......... . Jaime D. Gascon, P. E. • •.. . •. Product Control Section Supervisor • • • • NOA No. 11-007.03 .. . . .. . . ... . • • • • • • Expiration Date: October 20, 2016 Approval Date: October 20, 2011 .... ..E.-1.. . . . • • . . . . . . . . . . • •••• • • • •• •s ••• • • • ••• • • Labrador & Fundora Cory dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) . 2. Statement letter of no financial interest, conformance and compliance with the FBC 2007/ 2010, dated 07/12/2011, signed and sealed by Jawad Ahmad, P. E. 3. Laboratory compliance letter for Test '.Report No. ATL -SF 0913.01-10, issued by American Test Lab of South Florida, dated 07/11/2011, signed and sealed by Julio E. Gonzalez, P. E. 4. Proposal No. 09,1140 issued by Product Control, dated 08/17/2009, signed by Renzo Narciso. G. OTHERS 1. None. ....... . .. .. . ......... . .. ... .. . .... Jaime D. Gascon,— , Product Control Section Supervisor • .. . . ' . •' . . . • .. . . NOA No. 11-0907.03 • • • • • • Expiration Date: October 20, 2016 Approval Date: October 20, 2011 ... . . :2•.• • . . . . . . . . . . . .. .. . . . .. .. 000 0 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERFS 100 ALUMINUM SINGLE HUNG WNDO DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-OADE 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 2007/2010 EDITION INCLUDING HIGH MMM 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 SMEL/ METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG, CODE SECTION 2003.8.4. t LL 8 � ttyny��II Qgg�aa I • Fl CaN WA. OGT f6 2011 arawing no. W11-38 471AA•• O.L.d 0•••• •se• • • • Goose* • •9060• •0 • • •0• Fl CaN WA. OGT f6 2011 arawing no. W11-38 EQUAL UTES 1/8' ANN. CLASS EQUAL LITES WINDOWS 080' IN1ERlAYER ' ANN. GLASS BUTAME PVS BY 'DUPONT' 090' INTERLAYER DESIGN LOAD CAPACITY - PSF BUTACITE PVS BY 'DUPONT' SIUCONE DOW CORNING 998 WINDOW DAIS. GLASS TYPE 'A' GLASS TYPES I 'D' & 'C' GLASS TYPE 'D' WOTH HEOHT EXT.(+) INT.(-) EXT.(+) 1W.(-) OCT.(+) INT.(-) 19-1/8- 28-1/2' 37' 42' 48- 83-i 8' 28' (3) 60.0 60.0 78.0 76.0 80.0 120.0 SD.O 60.0 78.0 78.0 60.0 120.0 80.0 60.0 78.0 78.0 80.0 120.0 60.0 60.0 78.0 75.0 80.0 120.0 60.0 80.0 78.0 75.0 80.0 t20.0 80.0 60.0 7 0 80.0 120.0 t9-1/8° 80.0 60.0 78.0 78.0 80.0 120.0 28-1 2 37' 42' 48' 83-1/8° 38J(4) -60.0 78.0 78.0 solo 120.0 60.0 60.0 78.0 78.0 80.0 120.0 00.0 BOA 75.0 78.0 80.0 120.0 80.0 60.0 78.0 75.0 $0.0 120.0 60.0 60.0 50.0 1204 28-1/2' 37' 42' 48' 53-1/8' 60,0 60.0 7&0 78.0 80.0 120.0 SO -8/8° (8) G.0 BOA 78.0 78.0 80.0 120.0 80.0 BOA 78.0 78.0 80.0 120.0 80.0 80.0 78.0 7&0 80.0 120.0 BOA 60.0 78.0 7&0 80.0 120.0 80.0 10.0 78.0 78.0 80.0 120.0 19-1/B- 26-1/2' 37' az' 48' 53-1/e' 88' (6) 80.0 80.0 75.0 78.0 80.0 120.0 60.0 60.0 7&0 78.0 80.0 120.0 60.0 60.0 75.0 78.0 80.0 120.0 60.0 60.0 78.0 78.0 80.0 f 120.0 00.0 60.0 78.0 78.0 80.0 120.0 80.0 60.0 78.0 78.0 80.0 120.0 19-1/8' 26-1/2' 37' 42' 48- 83-1/8' 80' (7) 60.0 80A 78.0 78.0 80.0 120.0 60.060A 76.0 78.0 80.0 120.0 80.0 60.0 78.0 78.0 80.0 120.0 eo.0 SO.O 75.0 78.0 80.0 120.0 60.0 60.0 75.0 75.0 60.0 120.0 80.0 80.0 78.0 78.0 80.0 120.0 19-1/8' 28-1/2- 37• 42' 48' 83-1/8' 83' (7) 60.0 60.0 78.0 78.0 80.0 120.0 60.0 BOA 75.0 78.0 80.0 120.0 60.0 60.0 78.0 7&0 80.0 120.0 60.0 60.0 75A 75.0 60.0 120.0 60.0 80.0 78.0 78.0 80.0 120.0 60.0 60.0 78.0 78.0 80.0 120.0 19-1/8' 28-1/2' 37' 42* 48' 83-1/8' 72' (8) 60.0 00.0 75.0 78.0 80.0 120.0 60.0 GDA 75.0 75.0 10.0 120.0 60.0 60.0 78.0 78.0 80.0 120.0 60.0 6010 78.0 75.0 80.0 120.0 - 78.0 78.0 80.0 120.0 - 78.0 78.0 80.0 120.0 19-1/8- 28-1/r 37' 42' 48' 83-1/8' 74-1/4' (8) 60.0 60.0 75.0 78.0 80.0 120.0 60.0 60.0 78.0 75.0 80.0 120.0 60.0 60.0 78.0 75.0 80.0 1 120.0 60.0 60.0 78.0 75.0 80.0 120.0 - - 75.0 78.0 80.0 120.0 - - 78.0 78.0 80.0 120.0 18-1/8' 28-1/2• 37' 42- 48' 63-1/8• 78' (a) 60.0 60.0 75.0 75.0 80.0 120.0 60.0 60.0 75.0 78.0 SD.0 120.0 BOA 80.0 78.0 75.0 80.0 120.0 60.0 60.0 76.0 75.0 l0.0 120.0 - - 78.0 7$.0 80.0 120.0 - - 75.0 1 78.0 1 80.0 120.0 EQUAL UTES GLASS TYPE 'A' 1/8' ANN. CLASS 080' IN1ERlAYER ' ANN. GLASS BUTAME PVS BY 'DUPONT' 090' INTERLAYER i/8- ANN. GLASS BUTACITE PVS BY 'DUPONT' SIUCONE DOW CORNING 998 ANN. GLASS PECORA 898 SIUCONE CORNNG 988 PECOWL 898 43/16- PDOW 9 ECORA 895 to GLASS TYPE 'A' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 1/6' HEAT STREN'D. GLASS 080• INTERLAYER ' ANN. GLASS BU7ACRE W8 BY 'DUPONT° 090' INTERLAYER 1/8' HEAT STREN'0. GLASS BUTACITE PVS BY 'DUPONT' SLU=E ANN. GLASS DOPY CORNMO 995 SIUCONE CORNNG 988 PECOWL 898 43/16- PDOW 9 ECORA 895 ii :i 18 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 •••• .-1. • • pg GLASS 1' H' to • 10001 • 3/16'H"40VEN 'D. WAST ?ft"k%?ftLAYER .0PUS �h•AT STREN'0. KASS >p i •� SUCONE.•!' • DOW COiyrm M • yv�� : • • PECORA 88895 • • (:Y, M,/-1 eMl/ GLASS TYPE 'CGLASS TYPE 'D' GLAZING OPTIONS CATV. 3838 D/�das oomplyhi8pdtl11i• !Date m/9 3 �ClTo 2Q14 �r arowing no. W11-38 .h..+ .f ..� . ro;tau ' ANN. GLASS 020 Q [J 090' INTERLAYER BUTACITE PVS BY 'DUPONT' nn ANN. GLASS !� M SIUCONE CORNNG 988 �i 3 43/16- PDOW 9 ECORA 895 ii :i •••• .-1. • • pg GLASS 1' H' to • 10001 • 3/16'H"40VEN 'D. WAST ?ft"k%?ftLAYER .0PUS �h•AT STREN'0. KASS >p i •� SUCONE.•!' • DOW COiyrm M • yv�� : • • PECORA 88895 • • (:Y, M,/-1 eMl/ GLASS TYPE 'CGLASS TYPE 'D' GLAZING OPTIONS CATV. 3838 D/�das oomplyhi8pdtl11i• !Date m/9 3 �ClTo 2Q14 �r arowing no. W11-38 .h..+ .f ..� . NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES (ORIEL TYPE) UNEQUAL LITES WINDOWS • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'A' GLASS TYPES D' & 'C' GLASS TYPE D' WWH HEIGHT EXT.(+) 1NT.(-) EXT.(+) iNi,(-) EXL(+) 1NT.(-) 19--1/8" 28-1/2` 37' 42' 48' 53-1/8' 50-8/8° (6) 60.0 solo 78.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 55:0-- 60,0 60.0 78.0 75.0 80.0 120.0 60.0 804 7510 75.0 60.0 120.0 80.0 80,0 78.0 78.0 80.0 120.0 80,0 00.0 78.0 75.0 80,0 1 120.0 19-1/8° 26-1/2' 37' 42' 48 53-1/8* 68" (6) 60.0 6010 75.0 76,0 80.0 t20.0 60.0 60.0 78.0 76.0 80.0 120.0 80.0 80.0 76.0 7510 Ro 120.0 60,0 6010 7b.0 7$.0 solo 120.0 60.0 80.0 75.0 75.6 80.0 120.0 - - 78.0 76.0 81.0 1 z . 19-1/8° 28-1/2' 37" 42' 48" 83-1I8' 8)` (7) 60.0 60.0 7&0 1 75.0 80.0 120.0 00.0 solo 60.0 75.0t75.0 120,0 �.0 80.0 80.0 120.0 00.0 60.0 80.0 120.0 - - 80.0 E76.0 120.0 - - 80.0 120.0 19-1/8' 28-1/2" 37' 42' 48" 63-i/e' 63" (7) 00.0 80.0 8010 t20.0 604 $0.0 75.0 78.0 80.0 120.0 60.0 604 75.0 7&0 80.0 120.0 60.0 80.0 78.0 75.0 solo 120.0 - - 75.0 75.0 81.0 120.0 - - 76.0 75.0 80.0 120.0 19-1/8' 26-1/2' 37' 42' 48" 53-1/8' 72" (8) 60.0 60.0 75.0 78.0 80.0 120.0 6010 60.0 78.0 75.0 80.0 120.0 - - 75.0 75.0 81.0 120.0 - - 76.0 75.0 8.0 120.0 - - - - 80.0 120.0 - - 80.0 120.0 19-1/8' 28-1/2' 37" 42' 48° 83-t/8° 74-1/4' (8) 60.0 60-0476.0 76.0k80.0 120.0 SO4 75A 7&0 120.0 - 75.0 7&0 120.0 - 75.0 75.0 120.0 - - _ 120.0 - 120.0 19-1/8" 26-1/2' 37` 42' 48° 78' (6) 60.0 6010 75.0 7510120.0 60.0 80A 75.0 7&08110 1204 - - 7&0 75.0 80.0 120.0 - - Boo 120.0 - - - $0.0 120.0 80.0 120.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES (ORIEL TYPE) E"r - 71016 FTn. 70592 5 l ;pare •�� i �1 1 drawing no. Oqwo aY Wil -38 1 9heef t 3 of 7 v • • r • • • • • 0*0*00 -0000 • • •r•••• 0000 LL E"r - 71016 FTn. 70592 5 l ;pare •�� i �1 1 drawing no. Oqwo aY Wil -38 1 9heef t 3 of 7 WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. v "P-7 - 1 19Y WOMD BUCK E MMI -MADE COUNTY APPROVED MULUON & MUUJON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS: sEE EI.Ev. FoR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-188 KSI) • • • • 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 MA!ZRV. • • • • DIRECTLY INTO CONC. OR MASONRY • • • • • • • 1-1/4" MIN. EMBED INTO CONC. OR MASOMW*• • • 414 SIMS OR SELF DRILL ING SCREWS (,11947 • INTO MIAMI-DADE COUNTY APPROVED MULLIE"I!l�N. THK, INTO METAL STRUCTURES • • • • 0000 STEEL : 12 GA. (.105" THK.) MIN. (Fy = 36 KJ:IN.) ALUMINUM : 1/8" THK. MIN. (8083-T5 • • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATE4 OR PA UTED) • TYPICAL EDGE DISTANCE • • • s • • INTO CONCRETE AND MASONRY = 1-3/4" NO. • • • • INTO WOOD STRUCTURE = 1" MIN. • • INTO METAL STRUCTURE - 3/4" MIN. • • CONCRETE AT HEAD, SILL OR JAMBS 1'0 - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS P'm - 2000 PSI MIN, WEEPHOLES: Wi = 3/18" X 3/4" WEEP SLOT AT 1-3/8" FROM EACH END SEALANT: ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. CAN. 3S's Dri g 1r 46M 2011 •••• eyq•0 aratnng no. W11-38 rm PART g g1UANT= DSBCR MON MATRRIAL MANP./BDPPL=/eeBWJ= 1 v101 1 FRAME HEAD 9053—T8 — 2 V102 1 FRAME SILL 9003 -TSI - 3 V103 2 FRAME JAMB 8083—T8 — 4 V104 1/ VENT FDLED AM. RAIL 8083—T8 — 8 V108 i/ vm VENT TOP RAIL 8083—TB — 8 V108 1/ VENT VENT BOTFON RAIL 8083—TB 7 V107 2/ VENT VENT SIDE RAD. 8083—TB — 8 V108 AS READ. GLAZING LEAD 8083—TB 9 via 4 SASH GUIDE NYLON - 1CA - AS READ. 1X4 St0. MUULION iE93-TSI - 10B - AS READ. tX4 CUSTOM MULLION 8083-T6 - 12 SL7m 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 13 ®8 X 1-1/4' AS READ. FRAME/VENT ASSEMBLY SCREWS PH SMS 14 g8 X 1/2' 2 BOTTOM RAIL LOWER SCREW - PH SMS 18 08 X 1/2' 2 LATCH INSTALLATION SCREW OH SMS 18 $8 X 1' 4 SASH GUIDE INSTALLATION! SCREW- OH SIMS 17 - 18 91480U AS REOD. GLAZING READ BULB NEOPRENE ULTRAFAS, DUAL DUROMETER, T-SLOTm80, BULB=73 19 9146QU AS READ. BULB SFAL NEOPRENE ULTRAFA% DUAL DUROMETER, T-SLOT=80, BULB -73 20 - AS READ. FRAME SILL W STRIPPING - 21 W2221220 AS READ. F1N SEAL W STRkPPIN6 ULTRAFAB 22 - 2 SUPERBOOST BALANCESBALANCE SYSTEMS INC. 23 #10 X t° 1/ BALANCE BALANCE MOUNRNG SCREWSFH SMS 24 - i/ BALANCE BALANCE CONNECTING CLIP KR0D 28 #8 X 1/2' 2/ BALAPICE CONNECRNG CUP SCREWSOH SMS • • • • • • 28 AS REQD. 8/18' BOX SCREENOPRONAL 27 2/ WOW. AS REQD. SASH STOP (3' LONG) • • • S I • gat Liggr: �AHMAD � � � FLA. PSI 76892 CAK 5939 > as� � with ft AN /io3 drawing no. 4�2140 By W11-38 ...... .... •• • • ••• .. S I • gat Liggr: �AHMAD � � � FLA. PSI 76892 CAK 5939 > as� � with ft AN /io3 drawing no. 4�2140 By W11-38 J.147.082.837 , 9121.311 OO 2.436 GLAZING BEAD 2.877 O, FRAME HEAD O FIXED MEETING RAIL ® VENT TOP RAIL Q VENT BOTTOM RAIL 1.478 •868 .082 .sD1 Q VENT SIDE RAIL 2 ® FRAME JAMB Q FRAME SILL 1.000 -q 1.000 .313 .128 TTP. .126 4.000 4.000 313 1 X 4 1 X 4 ®STD, MULLION ION 0 CUSTOM MULLION 8083-T6 ® 6083 -TS T Full FRAME TOP CORNER FRAME BOTTOM CORNER l Adel I I I ER: JAVAHMAD,�+ •o FLA PE p 70882'. S CAN. $836 =n,,OG5 UN -CLIPPED MULLIONS KIM 1HART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR SINGLE HUNG WINDOW CAPACITY SEE SHEETS 2 & 3. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. TYPICAL ANCHORS 2 OR 3 ANCHORS AT EACH SIDE OF MULLION SEE CHART FOR CAPACITY , A rDlum'Cd� 1ngz Um N(a Ida O� IvH MULLION IAAD CAPACnT - PSP WINDOW DIMS. 2 ANCHORS AT SACH 801% OP MULL 9 ANCHORS AT RACH SNR CPU= 1 X 4 1%4 1%4 1%4 STD. MOU CUW M MOLL M. MOW, CfL4POM MULL WNTH (W) LENGTH (L) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 19-1/8" 28-1/2" 37- 42- 48" 33-1/8` 00-8/8" 1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 28-1/2' 37` 42` Q. 53-1/8` a" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1204 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8- 28-1/2' 37- 42• 48- 83-1/8' so, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 118.7 120.0 120.0 19^7/8` 28-1/2- 37" 42- 48- 83-1,6" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.8 117.8 120.0 12D.0 110.8 110.8 120.0 120.0 107.1 107.1 120.0 12D.0 19-1/8- 28-1/2` 37' 42- 48- 83-1/8- 72, 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 104.8 104.8 120.0 120.0 98.8 88.8 120.0 120.0 904 90.0 120.0 120.0 89.9 88.9 117.0 120.0 19-1/8- 28-1/2- 37- 42- 48- 53-1/8- 74-1/4" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 100.8 100.8 120.0 120.0 92.7 92.7 120.0 120.0 88.0 89.0 118.8 120.0 81.9 81.9 109.4 120.0 19-1/8- 28-1/2- 37" 42- 48- 53-1/8' 78, 120.0 120.0 120.0 120.0 1204 120.0 120.0 120.0 94.2 94.2 120.0 120.0 88.0 89.8 111.2 120.0 804 80.0 101.1 120.0 78.9 78.9 944 1139 UN -CLIPPED MULLIONS KIM 1HART ON THIS SHEET FOR SIDE BY SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR SINGLE HUNG WINDOW CAPACITY SEE SHEETS 2 & 3. 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO ENTIRE SYSTEM. TYPICAL ANCHORS 2 OR 3 ANCHORS AT EACH SIDE OF MULLION SEE CHART FOR CAPACITY , TYPICAL NLEVATION A rDlum'Cd� 1ngz Um N(a Ida O� IvH SIDE BY SIDE WINDOWS SIDE BY SIDS APPLIES TO TWO OR MORE WINDOWS Wt �••••0 W2 TYPICAL NLEVATION A rDlum'Cd� 1ngz Um N(a Ida O� IvH SIDE BY SIDE WINDOWS SIDE BY SIDS APPLIES TO TWO OR MORE WINDOWS W1 + W2 WIDTH (W) _ �••••0 • 2 • so** • • •.9 :0 00.00. 99 9 6066•• 6 0000 • • • • 0000•• 0000 099960 0000 • • • 9• •9 9099 ••9.0•• • 9 6 • 0•6.90 • • • •• • • .•6 • • • FLA PE W 70582 . CAN,3838 A rDlum'Cd� 1ngz Um N(a Ida O� IvH 0 0,5 2019 crowing no. W11-38 MIAMI• ADE MIAMI—DADE COUNTY, FLORIDA inn PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11845 SSV 26 Street, Room 208 BOARD AND CODE ADMINNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE {NOA) _ www.mismidadegovJeconom Labrador & Fundora Corporation dba V & V Windows 2355 W 4th Ave 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 and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami --Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control S tion that this product or material fails to meet the requirements o the applicable building code. This product is approved as described herein, and has been designed to ccimply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "300" Aluminum Fixed Window - L.1NI.I. APPROVAL DOCUMENT: Drawing No. W13-11, titled "Series 30 " Aluminum Fixed Window (L-M.I.)". sheets 01 through 03 of 03, dated 04/11/13 with revision "A" ted 48/06/13, prepared by Al- ` Miami -Dade County Product aiav�-car�aiarrory�. Y�raTp—cac+c+ accr�a—t7j.rarau'�[urrav� : i.' � vcarn't� C11 ty Control Section 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, model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of t4ia 21tire NOA shall beprovidedto the user by the manufacturer or its distributors and shall be avail4ble for tn44tipn.'atft job site at the request of the Building Official. This NOA consists of this pag!' and bvlddnde Aa E- t and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.1. .0. ... . ... . . . .... . • • �' ' ' NOA No. 13-0529.24 • • CSS Expiration Date: August 22, 2018 MIAMbDADH COUNTY • • • • • • • • . • • � � �. : .. • Approval Date: August Z2, Z013 . Pagel ... . . . . . . . . . . . . .. .. . . . •. .. ... 0 0 0 686 0 0 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W13-11, titled "Series 300" Aluminum Fixed Window (L.M.I.)", sheets 01 through 03 of 03, dated 04/11/13 with revision "A" dated 08/06(13, 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11 3337, dated 04/29/13, signed and sealed by Rafael E. Droz—Seda, P. E. 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 aluminum fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3338, dated 04/29/13, signed and sealed by Rafael E. Droz—Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2010, dated 04/12/13, prepared by Al—Farooq Corporation, dated 08/09/13, signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E. L DuPont DeNemours & Co., Inc. for their "DuPont SentryGIas© Interlayer" dated 08/25/11, expixing on 01/14/17. F. STATEMENTS 1. Statement letter of no financial interest, conformance and complying with FBC 2010, issued by AI—Farooq Corporation, dated 04/11/13, signed and sealed by Javad Ahmad, P. E. •• ••• • • • . . •• Jaime D. Gascon, P - 'F.. Product Control Section Supervisor NOA No. 13-0529.24 Expiration Date: August 22, 2018 Approval Date. August 22, 2013 • • . • • . ......... . •• • . • • . • .. • • ... . . . ... . ... . . . . ••• 1 . . . . . • • . . . . . .. •. • . . .. .. ... . . . ... . . Jaime D. Gascon, P - 'F.. Product Control Section Supervisor NOA No. 13-0529.24 Expiration Date: August 22, 2018 Approval Date. August 22, 2013 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBIVIITTED F. STATEMENTS (cowp=D) 2. Laboratory compliance letter for Test Reports No.'s HETI-11-3337 and HETI--11 3338, issued by Hurricane Engineering & Testing, .Inc., both dated 04/29/13, signed and sealed by Rafael E. Droz-Seda, P. E. 3. Proposal No. 10--1188 issued by Product Control, dated 11/24/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. None. Jaime D. Gascon, P E. Product Control Section Supervisor NOA No. 13-0529.24 Expiration Date: August 22, 2018 Approval Date: August 22, 2013 DOW 8° HEAT STREN'D. GLASS 090° DuPont SentryGlos Interloyer By 'E.I. DuPont De Nemours & Co., Inc. r-3/18' HEAT STREWD. GLASS GLAZING DETAIL 7/16" NOM. OVERALL LAM. GLASS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 300 ALUMINUM FIXED WINDOS9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FX. OR FIXED 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 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. ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 3" Wx CORNERS = HEAD/SILL . a FALSE HUMINS (SURFACE APPLIED MAY BE unMnou�iJ,nnTy �''I TYPICAL ELEVATIONS DADAY"OPENMS: O.L.O. WDTH - WNOOW WIDTH - 3.628' D.L.O. HEIGHT d WNOOW HEIGHT - 3.825' DESIGN LOAD CAPACITY - PSI?WINDOW M8.GLASS TYPE 'A' 84' 80" BB• 72" A 100.0 100.0 d h it 11 100.0 100.0 u u 83.3 83.3 _ W u u C u n II 11 100.0 10010 I I „ II II 90.9 90.9 ; 84" 100.0 100.0 100.0 100.0 n n 100.0 1 100.0 D n u u u u H n D u �n IIJ1 'ff=======TL=== H n '; B FALSE HUMINS (SURFACE APPLIED MAY BE unMnou�iJ,nnTy �''I TYPICAL ELEVATIONS DADAY"OPENMS: O.L.O. WDTH - WNOOW WIDTH - 3.628' D.L.O. HEIGHT d WNOOW HEIGHT - 3.825' DESIGN LOAD CAPACITY - PSI?WINDOW M8.GLASS TYPE 'A' 84' 80" BB• 72" 100.0 100.0 100.0 100.0 90.9 90.9 83.3 83.3 38• 42' 48• 54' 10° Be W 100.0 100.0 100.0 100.0 100.0 100.0 100.0 10010 100.0 1 00.0 90.9 90.9 84" 100.0 100.0 100.0 100.0 100.0 100.04• 100.0 1 100.0 42• 90. 48" 54• 80• • 38" • • 42' 46' • �• • • 54' •••• 80• 38" • 42" ••• 102" 48' •••• 54• • 38• 42" • >B"• 48" 38' 42' • •�:• 48° 38' W I 42• 120" 4 ApryovadO+oa�}a�n, y8tgtvl6lWe NOA Ml c _. ctContw " L �• .y 3t El � on JAVCAD AHMAD FLA. 92 cA N. _9s�1 �1� 07E, WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. n',y 0 ao a g 08 H 'v> Y drawing no. W13-11 lE 4 WOOD BUCK d a n 'd .e. d n.' TYPICAL ANCHORS SEE ELEV. FOR SPACING � c d .° d a• TYPICAL ANCHORS SEE ELEV. FOR SPACING �I �r_.. ---------------- i1 -j. QQ i1 MIM—DAVE COUNTY APPROVED 1i r 7a, {; MULLION & MULLION ANCHORS ;, F I I SEE SEPARATE NOA 1 j \ Ii ii - 1 I� TYPICAL ANCHORS TYPICAL ANCHORS �7r OR SP1NG SEE �G WOOD BUCKS AND METAL STRUCTURE NOT BY o LABRADOR & FUNDORA CORP. dba-V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM _ g AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE aw. FOR SPAaw • • • • " , .114- DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=Rst KS)• • • T INTO 2BY WOOD BUCKS OR WOOD STRUCTUR SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SELF -LEVELING SEAM SEALER, PERIMETER CAULKING: SICAFLEX-15 LM ON THE EXTERIOR PERIMETER ONLY. 1-1/2" MIN. PENETRATION INTO WOOD • THRU 18Y BUCKS INTO CONC. OR MASONRY • • • • • p ae 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY • • • • a� a` �a • I' $ i 4t >a� � >g! i • 6• �, TYPICAL ANCHORS SEE ELEV. FOR SPACING �I �r_.. ---------------- i1 -j. QQ i1 MIM—DAVE COUNTY APPROVED 1i r 7a, {; MULLION & MULLION ANCHORS ;, F I I SEE SEPARATE NOA 1 j \ Ii ii - 1 I� TYPICAL ANCHORS TYPICAL ANCHORS �7r OR SP1NG SEE �G WOOD BUCKS AND METAL STRUCTURE NOT BY o LABRADOR & FUNDORA CORP. dba-V & V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM _ g AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE aw. FOR SPAaw • • • • " , .114- DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=Rst KS)• • • T INTO 2BY WOOD BUCKS OR WOOD STRUCTUR SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SELF -LEVELING SEAM SEALER, PERIMETER CAULKING: SICAFLEX-15 LM ON THE EXTERIOR PERIMETER ONLY. 1-1/2" MIN. PENETRATION INTO WOOD • THRU 18Y BUCKS INTO CONC. OR MASONRY • • • • • p ae 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY • • • • a� a` •••• DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY•:••: • I' $ i 4t >a� � >g! 114 SMS OR SELF DRILLING SCREWS (GRADE: �*7 : • • 6• �, INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.} • • ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.) • • • (STEEL IN CONTACT WITH ALUMINUM TO BE i.ATED ti PAINTE&) •• • RAV • 912 SMS OR SELF DRILLING SCREWS (GE 2 CRS) • INTO MLAMi-RADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090-) (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1 3/4- MIN. INTO WOOD STRUCTURE =i" MIN. INTO METAL STRUCTURE = 3/4- MIN. CONCRETE AT HEAD, SILL OR JAMBS Nc = 30DO PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 9 Vowing no. W13-11 z F has iJ4' MAIL SHIM T J4^ 2.677- SHIM .977 p © SHIMS •-2.374- TYPICAL 2.37a TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. g �f FOR SPACING it v FOR SPACING .092 V Q 6 1.912 2 v. .439 3 I METAL STRUCTURE ° v I^-2.927 4` d FRAME HFAO/SILL/JAMB aaii�F WOOD 193, EXTERIOR 1 P W000 BUCKS • • A90 • �p D.L. OPO. ,875 • • • WINDOW WIDTH •193 • • • • • • • • Q G 9!6•Et14D• • �� • 1/4° SHIM •••• • ��v f • MAX. AAPPPROOA13E COUNTY VED MULLION SEE ELEV. CAL ANCHORS Im • • • • • • • • `d • SEE SEPARATE NOA \ _ FOR SPACING • • • • • • • • • • •, • BY WOAD SUCK r ---•I D ST I I • • • II II •••• •• • • • 11 11 • • I I •• cg lot r IYPWAL SEE ELEV. WINDOW WIDTH WINDOW WIDTH FOR SPACING � ca n_ Enge JAVAD AHMAO CIVIL FLA PE Y 70992 � � � Apptmvd w coWlyingwltL We vwdnuwwl ada FRAME CORNER .. \� �� Rete CAu�' \`_`�13 dW13-11 sheet 3 of ITEM PART � QUANTITY DESCRIPTION MATERIAL lIANF./9UPPWSR/RSEfARK8 t tMY-011 T FRAME HEAD/SILL/JAMB 9083—T9 — 2 WW -010 1 GLAZING BEAD 6063—TS — 3 E203 AS RE00. GLAZING BEAD BULB NEOPRENE ULTRAFAB, QUAL DUROMETER, T—SLOTBULB-73 4 �8 X 1 1/4' AS READ. FRAME ASSEMBLY SCREWS — PN SMS 9 — AS READ. SETTING BLOCK NEOPRENE ULTRAFAB, QUAL DUROIdETER, 70 TO 80 6 AS READ. GLASS SPACER (1/4° X 1/8y SILI CONE FRANK LOWE, DURI]METEIi BOt9 SHORE A z F has iJ4' MAIL SHIM T J4^ 2.677- SHIM .977 p © SHIMS •-2.374- TYPICAL 2.37a TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. g �f FOR SPACING it v FOR SPACING .092 V Q 6 1.912 2 v. .439 3 I METAL STRUCTURE ° v I^-2.927 4` d FRAME HFAO/SILL/JAMB aaii�F WOOD 193, EXTERIOR 1 P W000 BUCKS • • A90 • �p D.L. OPO. ,875 • • • WINDOW WIDTH •193 • • • • • • • • Q G 9!6•Et14D• • �� • 1/4° SHIM •••• • ��v f • MAX. AAPPPROOA13E COUNTY VED MULLION SEE ELEV. CAL ANCHORS Im • • • • • • • • `d • SEE SEPARATE NOA \ _ FOR SPACING • • • • • • • • • • •, • BY WOAD SUCK r ---•I D ST I I • • • II II •••• •• • • • 11 11 • • I I •• cg lot r IYPWAL SEE ELEV. WINDOW WIDTH WINDOW WIDTH FOR SPACING � ca n_ Enge JAVAD AHMAO CIVIL FLA PE Y 70992 � � � Apptmvd w coWlyingwltL We vwdnuwwl ada FRAME CORNER .. \� �� Rete CAu�' \`_`�13 dW13-11 sheet 3 of ITEM PART � QUANTITY DESCRIPTION MATERIAL lIANF./9UPPWSR/RSEfARK8 t tMY-011 T FRAME HEAD/SILL/JAMB 9083—T9 — 2 WW -010 1 GLAZING BEAD 6063—TS — 3 E203 AS RE00. GLAZING BEAD BULB NEOPRENE ULTRAFAB, QUAL DUROMETER, T—SLOTBULB-73 4 �8 X 1 1/4' AS READ. FRAME ASSEMBLY SCREWS — PN SMS 9 — AS READ. SETTING BLOCK NEOPRENE ULTRAFAB, QUAL DUROIdETER, 70 TO 80 6 AS READ. GLASS SPACER (1/4° X 1/8y SILI MIAMI -RADE W-11,011 DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADRIIMSTRATION DAIISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) vniwmiamidade.eQv/economy. Labrador & Fundora Corporation dba V & V WiWdows 2355 W 4th Ave 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 and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to m the accepter manner, the manutacturer win incur me expense or such tesnng anu ire Ani may 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 11400" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W14-28, titled "Series400 Alum P.O. Casement Wdw (L.M.I.)", sheets 1 through 6 of 6, dated 08/20/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section 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 Each unit shall bear a permanent label with the manufacturer's name or model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available j►t imgeeticp jt tke�ob site•at t re r egaesrorTne�surnamg vrr i i. This NOA consists of this page I Aud ev34e44%p$g4s til, E-,2 an B-3, as well as approval document mentioned above. • • • • • • • • • • • • The submitted documentation was reviewed by Manuel Perez, P. . NOA No. 14:-0909.17 Expiration Date: December 24, 201.9 Approval Date: December 24, 2014 Page 1 ../. . . • ,,% • .. J.z NOA No. 14:-0909.17 Expiration Date: December 24, 201.9 Approval Date: December 24, 2014 Page 1 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBlYHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-28, titled "Series -400 Alum P.O. Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 08/20/14, 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 along with marked -up drawings and installation diagram of mulled aluminum fixed and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5009, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 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 mulled aluminum fixed and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5010, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 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 mulled aluminum operable casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5011, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. Report No. HETI-14-5012, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, rozSeda, P.E. .• ••• . . • . . •• • . •• . ......... . . . • .. ... .. .• .... . • • • • • • • • • • � i19'anue�'er�•r., P.E. • ' i i • • i i ' i i Product ControlE-k winer ' " ... . . • • • NOA No: 0909:17 . ... . Expiration Date: December 24, 2019 .... ... .. . Appro-M Date: December 24, 2014 . . . . • . . • . • . .. .. . . . .. .. ... . . . 000 0 0 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTuw ) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5013, dated 04/23/14, signed and seated by Rafael E. Droz— Seda, P.E. 6. 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 mulled aluminum operable casement and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5014, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 7. 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 fixed window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-lit-5015, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBG, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum operable casement window, prepared by Hurricane Test Laboratory, Inc., Test Report No. AETI-14-5016, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 9. 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 mulled aluminum operable casement and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5017, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 10. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-I4-5018, dated 06/11/14, signed and sealed by Rafael E. Droz— Seda,P.E. .. ••. . . .. .. • •• • • • • ••• • . .•• • ••• • • •• • • • . • • •• • . ... . . . ... . . .••�-. . ... • • . ... . ...... . .... .... . . .... . ManuetPmil P.E. ,. Product Control Exa iner NOA No. 14-0909.17 Expiration Date: December 24, 2019 Approval Date: December 24, 20.14 Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (coNTmED) 11. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Vni fprm 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 operable casement window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5019, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, F.E. 12. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5052, dated 10/21/14, signed and sealed by Rafael E. Droz— Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-51h Edition (2014), dated 08/09/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTI MCATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05121/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEiMENTS 1. Statement letter of conformance, complying with FBC-5`b Edition (2014), and of no financial 'interest, dated August 13, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.' 2. Proposal issued by the Product Control Section, dated August 27, 2013, signed by Jaime D. Gascon, P.E. Product Control Supervisor. ..•...:. G. OTHERS• • • • • - t •• ••• •• • • • •• 1. None. • • • • • • • • • • 1 MaIIiECI Pe�'A'' ,1�. i • • • ' ' • • • • Product Control liamin r • . ••• • • • • • • • • • • • NOA No. 1 4ii .17 • • • • • • Expiration Date: December 24, 2019 Approy ai Date: December 24, 2014 . . . . . . . % • . • . ...•.. . THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -400 ALUMINUM PROJECT—OUT CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT./CASMT, OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Ii BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (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, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FALSE MUMNS 29 3/8" ,SURFACE APPLIED) D.L. OPG MAY BE USEOD A I I I • i$1 • • 0000• s• Lj •• • 0000• � • o @• ••dVNT LOCIS••• n $ a I •••• • �� 12 1/2' • • • t01BItN0 POINTS • • a{ i1t e MAX. MAXJ .1. • SEECHART • g / H/`�U- •• •• •s•CORNERS• 0000•• • Y TYPICAL ELEVATION • • • GLASS TYPES 'GIL' & 'GiI' • • • • MAXIMUM DESIGN LOAD RATING m +85 00 • • ,FOR SIZE SHOWN ABOVE OR SMALLER) - 85.0 PS • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE 'I BASED ON ASTM E7300-09 (3 SEC. GUSTS) � AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 $ s3 &gr.ADS i 3 Fu FE / 711882 APi$roecd82t0MP1-A1'3 1tfil6m CAM. 3938 iludulAtMalcom ,�• t Aate � NPA 6 $ L h(iar ads AU.� 2014 drawing no. u / �I IE M tOL .4 +y I I7YpE$ �1 II \ II B \\ • i$1 • • 0000• s• Lj •• • 0000• � • o @• ••dVNT LOCIS••• n $ a I •••• • �� 12 1/2' • • • t01BItN0 POINTS • • a{ i1t e MAX. MAXJ .1. • SEECHART • g / H/`�U- •• •• •s•CORNERS• 0000•• • Y TYPICAL ELEVATION • • • GLASS TYPES 'GIL' & 'GiI' • • • • MAXIMUM DESIGN LOAD RATING m +85 00 • • ,FOR SIZE SHOWN ABOVE OR SMALLER) - 85.0 PS • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE 'I BASED ON ASTM E7300-09 (3 SEC. GUSTS) � AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 $ s3 &gr.ADS i 3 Fu FE / 711882 APi$roecd82t0MP1-A1'3 1tfil6m CAM. 3938 iludulAtMalcom ,�• t Aate � NPA 6 $ L h(iar ads AU.� 2014 drawing no. SILICONE PECORA 895 9. SILICONE PECORA 895 i im 3/16' HEAT STREN'O GLASS .090' INTERLAYER ,SENTRYOtAS BY 'DUPONT r-3/18' HEAT STREN'D GLASS GLASS TYPE 'GIL' 7/16" OVERALL NOM. r�1r:l�il�C .090' INTERLAYER SAFLEX CLEAR dr COLOR GLASS 8Y 'EASTMAN CHEMICAL CO.' 1-3/16' ANN. GLASS HEAT STREN'D GLASS .090' WTERLAYER SENTRYGLAS BY 'DUPONT' 3/18" HEAT STREN'D GLASS ,� rt/4' AIR SPACE Ir3/16' HEAT STREN'D GLASS GLASS TYPE 'Gil' I" OVERALL NOM. 3/16' ANN. GLASS .090' INTERLAYER SAF= CLEAR At COLOR CLASS MAN BY 'EASTCHEMICAL CO.' 3/16" ANN. CLASS SILICONE PECORA 895 1/4' AIR SPACE 13/16' ANN. GLASS GLASS TYPE 'G2L' GLASS TYPE 'G2I' 7/16' OVERALL NOM. 1" OVERALL NOM. GLAZING OPTIONS • Approvw m complOnBvRb the FLA. CAN7062 ptorid I dln� a �. Data y1 •� ROAN Mmi Dade Product o -'" AU 262014 droving no. 4 sheet 2 of 8 • • • n ° hs a • Approvw m complOnBvRb the FLA. CAN7062 ptorid I dln� a �. Data y1 •� ROAN Mmi Dade Product o -'" AU 262014 droving no. 4 sheet 2 of 8 • WOOD SUCK I SEE ELEV. . 'v. . FOR SPACING 47 moL�—� `� If 1 -noI■rM I� �� I -----O-w------------------------- ADS COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA I Ed — -------------f TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPII WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW.IN gu MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS; SEE ELEV. FOR SPACING __j �I 1/4- M ULTRACON BY ' (Fw177 KSI, FY -195 10 6 • • • INTO 28Y WOOD BUCKS OR WOOD STRUCTU4S • *00 • • • 1-1/2" MIN. PENETRATION INTO WOOD • • • 0 • • 6666 ,� • THRU 16Y BUCKS INTO CONC, OR MASONRY •6060• •00 i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD,LS / 00 • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o 71- 05 • iiiBS) 6 DIRECTLY INTO CONC. OR MASONRY • • • • • • t- le { 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/S?LLt)• 6 • i 6 1-1/4" MIN, EMBED INTO CONC. OR MASON" :"IF) �• • ,#14 SMS OR SELF DRILLING SCREWS (GRW??CRt6 • • • • a�� 6 INTO METAL STRUCTURES • • • • • • • • ��—� i STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) i 0 • ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE LATW*IaR PAINT&) •• • • • • #19 SMS OR SELF DMIM SC-AEWS (GRADE 2 cRs) • • • • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") (NO SHIM SPACE) EDGE DJSTANCE 6 TYPICAL INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. m WOOD AT HEAD, SILL OR JAMBS SO m 0.85 MIN. o CONCRETE AT HEAD, SILL OR JAMPS f'o = 3000 PSI MIN. C-90 HOLLOW FILLED BLOCK AT JAMPOS Ven =2000 PSI MIN. r - I -----O-w------------------------- ADS COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA I Ed — -------------f TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPII WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW.IN gu MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS; SEE ELEV. FOR SPACING __j �I 1/4- M ULTRACON BY ' (Fw177 KSI, FY -195 10 6 • • • INTO 28Y WOOD BUCKS OR WOOD STRUCTU4S • *00 • • • 1-1/2" MIN. PENETRATION INTO WOOD • • • 0 • • 6666 ,� • THRU 16Y BUCKS INTO CONC, OR MASONRY •6060• •00 i 1-1/4" MIN. EMBED INTO CONCRETE (HEAD,LS / 00 • 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o 71- 05 • iiiBS) 6 DIRECTLY INTO CONC. OR MASONRY • • • • • • t- le { 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/S?LLt)• 6 • a + 6 1-1/4" MIN, EMBED INTO CONC. OR MASON" :"IF) �• • ,#14 SMS OR SELF DRILLING SCREWS (GRW??CRt6 • • • • a�� 6 INTO METAL STRUCTURES • • • • • • • • ��—� i STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) i 0 • ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN • • • • (STEEL IN CONTACT WITH ALUMINUM TO BE LATW*IaR PAINT&) •• • • • • #19 SMS OR SELF DMIM SC-AEWS (GRADE 2 cRs) • • • • INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") (NO SHIM SPACE) EDGE DJSTANCE 6 TYPICAL INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. m WOOD AT HEAD, SILL OR JAMBS SO m 0.85 MIN. o CONCRETE AT HEAD, SILL OR JAMPS f'o = 3000 PSI MIN. C-90 HOLLOW FILLED BLOCK AT JAMPOS Ven =2000 PSI MIN. . JAVAD � •� CIVIL "A PE • 70392 dpproYxaiR7con1plytOgYAlh4hp $ GAN. Flori inlJing Ode Ptrntuc ro c f U. to NO SUCKDtLagst r' AUG $ 2014 1 Browing no. ups'G �I W14-28 -� 3h 6 • 1213 12 �! 13 � %N V F z / I N VENT CORNER FRAME CORNE�• R • ' � ' " 4 � • :• FLin § }off • tYPrca. ANCHORS • ELEV •..•� F� SPACING • • • i. 1/4- MAX. C D O 1/4' MAX. iDY • • • ' •'' O 1/4- MAX SHIM 1 S WOOD DUCKS SHIM 4 toA 10 9n TYPICAL ANCHORS TYPICAL ANCHORS v ° SEE ELEV F SEE ELEV. ---- SCREEN OPTIONAL -------------- ° . FOR SPACING FOR SPACING 1 /2' 1Q4- METAL ° O o ,L 2 EXTERIOR j1:.... 7 Ear. JAVII7pNLA4MM dpprofT,Ylascompi}lonwi1 0 :LA PE / 70592 World Tutdinn do D D.L. OPG. CJ1.Nm..�$J8 Dole VENT WIDTH PAU Qu`j Al 11 Do c11, mctC fro v '� ®201Q wDioow VWDTH Dy. C�{��/I� drowing no. >' �t W14-28 sheet 4 of 6 ) CASEMENT FRAME HEAD/SILL/JAMB ITEM PART 0 QUANTITY DESCRIPTION MATERIAL MANP./SUPPLIER/REMARKS 1 V401 4/ WOW, FRAME HEAD/SRL./JAMS 6083-T6 2 V402 4/ WOW. VENT 6063-T8 1.2215 062 .075 3 V405 4/ WOW. GLAZING BEAD (LAM. GLASS) 6063 -TS - 3A V406 4/ WOW. GLAZING BEAD (INSUL LAM. GLASS) 6063-T5 - 4 V407 AS REQD. VENT AND FRAME SNUBBERS 6063-T6 LLENOM m FRAME HEIGHT - 18' 4A (8 X 1/2' AS REQD. SNU88ER MOUNTING SCREWS ST. STEEL PPH SMS, AT 1-1/4' FROM ENDS & 10-1/2' O.C. 8 V409 AS READ. SCREEN 6063-T5 OPTIONAL 8 - 2 4 BAR HINGE AT TOP & BOTTOM ST. STEEL SUUNMI & ASSOC. 8A 810 X 1/2' 2/ HINGE HINGE MWALAATION SCREWS ST. STEEL PPH STS 9 - 1 FACE MOUNT MULTI POINT LOCK ST. STEEL INTERLOCK 9A #8 X 1/Y 2/ LOCK LOCK INSTALLATION SCREWS ST. STEEL THREAD FORMING SCREWS 10 - 1 LOCK KEEPER FACING LOCK - INTERLOCK ICA /8 X 1/2' 2/ KEEPER KEEPER INSTALLATION SCREWS ST. STEEL THREAD FORMING SCREWS 11 - 1 VENT OPERATOR - INTERLOCK 11A 010 X 1/2' / OPERATOR OPERATOR INSTAUA71ON SCREWS ST. STEEL FH MS 118 B10 X 1/2' 3/ TRACK OPERATOR TRACK INSTALLATIoN SCREWS ST. STEEL FH MS 12 PJ540-SS AS READ. CORNER KEY ST. STEEL SULLMAN & ASSOC, 13 1#10 X 1-1/4' AS REQO. FRAME AND VENT ASSEMBLY SCREWS CRS PH SMS • • 18 AS REOD. SETTING BLOCK EPOM ULTRWAB, OUROMETER 75&5SH A • 15A - AS REQD. SETTING mm EPOM ULTRWAB, OUROMETER 75*S SKIM A 16 - AS READ. GLAZING GASKET VINYL CENTRAL PLASTICS. DUROM 65:0T SHORE A• 17 9146 AS READ. FRAME & VENT W STRIPPING VINYL CENTRAL. PLASTIC, OUROME" SHORE A • • 19 - AS REOD, CLASS SPACER SILICONE FRANK LOWE, DUROMEYER 4OW6 j IjW A 20 AS REQO. ITUSE MULLION 6063-T8 ® VENT SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH �g 'PECORA 1215' SEAM SEALER. 'DYMONIC PARIMETER CAULKING FC POLYURETHANE' ON EXTERIOR ONLY. 1.2215 062 .075 LOCKS: MULTIPOINT LOCK SYSTEM #CL02 BY 'INTERLOCK' 0 AT FRAME JAMB LOCK OPERATOR #CL02-0600 AT 10" FROM SILL GLAZING BEAD (LAM. GLASS FASTENED TO JAMBS WITH (2) #10 X 1/2" PPH SELF TAPPING SCREWS LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #CL02-2035-OOE SPACED AT 6" O.C. MAX. EACH GUIDE FASTENED WITH (2) #8 X 1/2" PFH SELF TAPPING SCREWS —� PLASTIC KEEPERS #CL02-2048-030 AT VENT EACH FASTENED WITH (4) #8 X 1/2" PFH SELF TAPPING SCREWS 1210 -050875 10� SEE CHART ON SHEET 1 FOR QUANTITIES O HINGES: 4 BAR ST/ST HINGES #304CJ200-16AE BY 'SULLIVAN & ASSOC.- GLAZING BEAD (INSUL. LAM. GLASS) 125 LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 1/2" PPH SELF TAPPING SCREWS Eagr. JA�AHMAD 3.000 OPERATOR: FLA. PE // 70992 CAN. 7s36 x.094 SINGLE ARM ROTO OPERATOR #CO11-152-02 BY 'SULLIVAN & ASSOC.' - �—g LOCATED AT SILL END FASTENED WITH (6) X10 X 1/2" PFH SELF TAPPING SCREWS _" 1.073 OPERATOR TRACK #C011-0705 AT BOTTOM RAIL ♦A$"6 FASTENED WITH (3) #10 X 1/2' PFH SELF TAPPING SCREWS t� FRAME & VENT SNUBBER ® TUBE MULLION 4ppreved ae aoroplylag Wltd lbo Plorl DoldinR •lo 14- I 41 do A MCA • drawing no. W14-28� 12' 2 MULUON 3' TYPE ' 1' TYPICAL ELEVATIONS SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = WI + W2 2 MULLWN WAD CAPACITY - PSP WINDOW DIMS. WIDTH (W) LENGTH (L) XUWJON TYPE 1' EXT.(+) INT(-) 19-1/81 26-1/Y 37' 80' 85.0 88.0 88.0 88.0 8&0 88.0 18-1/8' 26-1/2' 37' 84' 90 88.0 83.0 83.0 83.3 83.3 18' 24' 30' 38' 84' 83.0 88.0 88.0 8&O 85.0 8&0 8&0 88.0 MULLION LOAD CAPACITY - PSF WINDOW Dims. WIDTH M LENGTH (L) Nmim TYPE EXr.(+) INT.(-) 31-3/4' 37'88.0 48-1/18' 48-1/2' �• 85.0 ESA B&0 83.0 83.0 83.0 53.0 38' 3S' 4Y 43' 46' 8 • MSO NOTE i, 1. USE CHART ON THIS SHEET FOR SIDE 6Y SIDE CONNECTION CAPACITY OF WINDOW MULLION. 2. FOR CASEMENT WINDOW CAPACITY SEE SHEET 1. 3. FOR FRIED WINDOWS CAPACITY SEE SEPARATE NOA. 4. LOWER VALUES FROM STEPS 1, 2 OR 3 WILL APPLY TO ENTIRE SYSTEM. MULLION TYPE '1' • • TOTAL PRPRRTTS8 • • • IX a 3.848 iN\4 • • • • • • SX - 2.302 IN\3 • /12 SMS OR 0000 SELF DRILLING SCREWS • • SERIES 400 AT 14-1/2' O.C. 0006 CASEMENT WINDOW SERIES 450 FIXED WINDO09:00 • : • • •• •• i • i MULLION TYPE '2' TOTAL PRPERTIES IX - 4.068 IN\4 SX - 2,252 IN\3 ;6V ••• v • •• O a O��d� • • 0 • • • i�Sbg • •• `r v1IA 'u' Approvcdavoomph.ngw116p6y PE Flom Ruloin CAN. Date u {� ntlatnl do ut1 ra $ AUGa2014 �� Q drawing no. W14-28 J eh••�of 66 MIAMINDADE 1117AAH DADE COUNTY o PRODUCT CONTROL SECTION DEPARTIMENT OF REGULATORY AND ECONOWHC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADARN1STRATION DIVISION T(786)315-2590 F(786)31,5-2599 NOTICE OF ACCEPTANCE (NOA) wtivw.miamidade.tm*wnomv Labrador & Fundora Corporation dba V & V Windows 2355W 4th Ave 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 and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building DESCRIPTION: Series 11450" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W14-29, titled "Series -450 Aluminum Fixed Wdw (L.1\41)", sheets 1 through 6 of 6, dated 08/20/14, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section 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, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a reneival 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 he 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 inspect" ai the jab sire et therrequest of the Building Official, This NOA consists of this page 1 and evndenc pagel1 d•9-2,•as well as approval document mentioned above. 00•••00 • .. ••• •• . • • •• The submitted documentation was reviewed by Manuel Perez, P.E. i f i•/� • i i• NOA No. 14-0909.16 7App7iova1D8ate: te: December 24, 2019 December 24, 201.4 Page 1 • • • • • • • . • • • . •.. • • . .• •• Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBN HTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W14-29, titled "Series -450" Aluminum Fixed WdNv. (L.M.I.)", sheets 1 through 6 of 6, dated 08/20/14, 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 along with masked -up drawings and installation diagram of mulled aluminum fixed and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5009, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 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 mulled aluminum fixed and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5010, dated 04/23/14, signed and sealed by Rafael E. Droz Seda, P.E. 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 mulled aluminum operable casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5011, dated 04/23/14, signed and sealed by Rafael E. Droz-Seda, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. Report No. HETI-14-5012, dated 04/23/14, signed and sealed by Rafael E. Droz Seda, P.E. ....... . .. .. . ......... . t flie fAzz ••• Or •i• ••• ••• dF Manuel PerO.E. • • • • • • • • • f Product Control 1sa iner .. • . NOA No. 14. 9.16 • • • • • • Expiration Date: December 24, 2019 Approval Date: December 24, 2014 . • • • • . • • • • :00.: • • • •• •• ••• 0 0 0 000 0 • Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5013, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 6. 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 mulled aluminum operable casement and fixed casement windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5014, dated 04/23/14, signed and sealed by Rafael E. Droz— Seda, P.E. 7. 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 fixed window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5015, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 8. 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 operable casement window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5016, dated 04/23/14, signed and sealed by Rafael E. Droz—Seda, P.E. 9. 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 mulled aluminum operable casement and fixed windows, prepared by Hurricane Test Laboratory, fnc., Test Report No. HETI-14-5017, dated 04/23/14, signed and sealed by Rafael E. Droz Seda, P.E. 10. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement. and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5018, dated 06/11/14, signed and sealed by Rafael E. Droz— Seda, P.E. ....... . .. .. Manuel Pe ti ; .E. • • • • . • . • • 09 0�,, Product Control'Exa finer • • a • • • • • • • • • NOA No. 09.16 •' • ' ' "' ' Expiration Date: December 24, 2019 Approval Date: December 24, 2014 ••• . $-2 ..• • . . . • . . • • . . . •• •• . . . •• •• .•. . . . •.. . . Labrador & Fundora Corporation dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcoNTiNuED1 11. 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 Entiy Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum operable casement window, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5019, dated 04/23/14, signed and sealed by Rafael E. Droz Seda, P.E. 12. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of mulled aluminum operable casement and fixed windows, prepared by Hurricane Test Laboratory, Inc., Test Report No. HETI-14-5052, dated 10/21/14, signed and sealed by Rafael E. Droz— Seda, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5t" Edition (2014), dated 08/13/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (NIA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5k' Edition (2014), and of no financial interest, dated August 13, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Proposal issued by the Product Control Section, dated August 27, 2013, signed by Jaime D. Gascon, P.E., Product Control Supervisor. G. OTHERS • . / ` 1. None. .. ... .. ,`�, • ••• �•� • r Mandel Pere • • • • • • • • • Product Control Exaim�in r • � • � � � � � . NOA No. 14-09Q9.1G • • • • • • • • • Expiration Date: December 24, 20X9 Approval Date: December 24, 2014 • •• •• • • • •• •• ••• • • 0 ••• • • FALSE I (�IeAY E 1 1 1 14 1/2` 8' MAX. MAX. HFM/SILL . 'HEAD/Stll CORNERS TYPICAL ELEVATIONS GLASS TYPES 'GIL', 'GII', 'G2L' & 'G2I' rMAXIMUM DESIGN LOAD RATING 1111 (FOR SIZES SHOWN ABOVE OR SMALLER) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED, SERIES -400 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINO CODE INCLUDING HIGH VELOCITY ALUMINUM FIXED WINDO{9 HURRICANE ZONE (HVHZ). APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER LOADS TO THE STRUCTURE. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE WILL APPLY TO ENTIRE SYSTEM. NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON--METALUC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FALSE N (SURFACE a WINDOW WIDTH J/4` UNTMS D G OPO usE A IF A I 11 II _— II 111''1 C I7 II I C II .J II n 11 II II 11 �B Il II II II II II 1 1 1 14 1/2` 8' MAX. MAX. HFM/SILL . 'HEAD/Stll CORNERS TYPICAL ELEVATIONS GLASS TYPES 'GIL', 'GII', 'G2L' & 'G2I' rMAXIMUM DESIGN LOAD RATING 1111 (FOR SIZES SHOWN ABOVE OR SMALLER) THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED, SERIES -400 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDINO CODE INCLUDING HIGH VELOCITY ALUMINUM FIXED WINDO{9 HURRICANE ZONE (HVHZ). APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER LOADS TO THE STRUCTURE. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE WILL APPLY TO ENTIRE SYSTEM. NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON--METALUC AND NON—COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAD. MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. FALSE N (SURFACE a 1 I 1 t4 I/2' 8' MAX. MAX. HEAD/SILL CHEW/SILL CORNERS TYPICAL ELEV TA lON GLASS TYPES 'GIL' & 'GII' rMAXIMUM DESIGN LOAD RATING = + 85.0 PSF II(FOR SIZE SHOWN ABM OR SMALLER) — 85.0 PSF 6•• • • •••• ••• •• • • • • • .• •0600 W •• ••• • 0000•• • � �•• 0000 • � 6 0000 • Z•�f•• 0000• ; • ill aL • • fim, WIDTH AND VERTICALLY OGOOQLLYNASASMWoARBNVE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) °c AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 , 4 Fags.ANMDCNIL � •1 FlA Pi 76892 APProvcd ea mwplyfuB'•`IIh IUa ��" CAN. Dofe�1��G' •'� $ � NOAI .g h71ew1 Dn a Pr ud o911n A fi. 26 2014 drawing no. �. W14-29 • • • • • • WINDOW WIDTH 3 JNTINS pm D G OPO usE A 11 II f it II I I 11 II II C 11 II 1 I II II I II II n II II It I it fl 1 11 I I Il II II II II II 11 11 I B II 1 I 1 t4 I/2' 8' MAX. MAX. HEAD/SILL CHEW/SILL CORNERS TYPICAL ELEV TA lON GLASS TYPES 'GIL' & 'GII' rMAXIMUM DESIGN LOAD RATING = + 85.0 PSF II(FOR SIZE SHOWN ABM OR SMALLER) — 85.0 PSF 6•• • • •••• ••• •• • • • • • .• •0600 W •• ••• • 0000•• • � �•• 0000 • � 6 0000 • Z•�f•• 0000• ; • ill aL • • fim, WIDTH AND VERTICALLY OGOOQLLYNASASMWoARBNVE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) °c AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 , 4 Fags.ANMDCNIL � •1 FlA Pi 76892 APProvcd ea mwplyfuB'•`IIh IUa ��" CAN. Dofe�1��G' •'� $ � NOAI .g h71ew1 Dn a Pr ud o911n A fi. 26 2014 drawing no. �. W14-29 • • • • • • • 3/18' HEAT STREN'D GLASS 3/18' HEAT STREN'D GLASS .090' INTERLAYER SENTRYGLAS BY 'OUPONT' 020' INTERLAYER SENTRYGLAS BY 'DUPONT' z 3/18' HEAT STREN'D GLASS 3/18" HEAT STREN'0 GLASSSILICONE QQ SIUOOKE PECORA 885 PECORA 89S 1/4' AIR SPACE 3/18' HEAT STREN'D GLASS p n 10 s 10 2 a O 5 GLASS TYPE 'GiL' GLASS TYPE 'Gil' v N 7/18° OVERALL. NOM. 1" OVERALL NOM. 3/18' ANN. GLASS 3/18" ANN. GLASS • e • • • • • • • • e .090' INTERLAYER .OW INTERLAYER • • • • : -4141- • SAFLIX CLEAR & COLOR GLASS SAFLEX CLEAR & COLOR GLASS • • • • • • • • • BY 'EASTMAN CHEMICAL CO.' BY 'EASTMAN CHEMICAL CO.' • Z goes 3/18' ANN. CLASS 3/18" ANN. GLASSSILICONE • • • • • NE PECORA 898 PECORICONEA 895 1/4' AIR SPACE • • • • • • Jd > 3/18' ANN. GLASS •••••• •• E>3 • gI B • yy�L d 10 i 9 yyLL d 10 �i �� 9 ••e••• i • i • • • • .i i 2 ' u i i 2A • • • • I • • • • • • • e 8 GLASS TYPE 'G2L' GLASS TYPE 'G2I' 7/18" OVERALL NOW 1" OVERALL NOM. �' m 0 GLAZING OPTIONS g Ener. JAY AHMAO a � � CML FLA. PE / 70892 Approved as complying %Wth the 1 CAN. '7538 F1 I nldM n ! 8 k IYQA2 do Pratuc CyaLTe '� drowtng no. AUU! ,� 6 2014 ��f Jf b Sheat 2 of 8 • WOOD BUCK O TYPICAL ANCHORS TYPICAL ANCHORS 2 WOOD BUCK SEE ELEY. _ ______ ____ ___ OR SPACING FOR SPACING �,r----------------- --i'1 ELEV.OWOOD C1URE •Ed. .. .. METAL 11 MIAMI—RADE COUNTY APPROVED I I STRUCTURE I1 MULLION & MULLION ANCHORS IL ° Ed ' SEE SEPARATE NDA I I I _� _--- __ - ---- tot g a TYPICAL ANCHORS TYPICAL ANCHORS a SEE ELEV, SEE ELEV. V, FOR SPACING FOR SPACING • ." ° ° d e. .... d ° .4° �• ° ° < . ° •'� 8 TYPICAL. ANCHORS a j I SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. TYPICAL ANCHORS' SEE ELEV. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DLA. ULT ON BY 'ELCO' (FU -177 KS4 FY -155 KSO AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • • • 1-1/2" MIN. PENETRATION INTO WOOD • • • • • THRU 1 BY BUCKS INTO CONC. OR MASONRY• • • • • •f-�zo 1-1/4 " MIN. EMBED INTO CONCRETE (HEAg/aW .. ..1-1/4" MIN. EMBED IWO CONC. OR MASONRY #JAMBS) DIRECTLY INTO GONG. OR MASONRY •1-1/4" MIN. EMBED INTO CONCRETE (HEAP%SRC) • • • • • U� 1-1/4" MIN. EMBED INTO CONC. OR MASONRP J AMMBS) • 1 914 Sus OR SELF DRILLING SCREWS (GRJE•4M: o • INTO METAL STRUCTURES • • • • • • • • STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) • • • • • • • ALUMINUM : 1/8" THK. MIN, (6063—T5 MIQ.) • • (STEEL IN CONTACT WITH ALUMINUM TO BE" PLATED •OR PAIN:;pl • • • • 812 SIS OR SELF DRILLING SCREWS (GRAQE• ifti • • INTO MIAMI—DADE COUNTY APPROVED MUWONS (MIN. THK. A l jfr) (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. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. j CONCRETE AT HEAD, SILL OR JAMBS fa ", 3000 PSI MIN. c C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. u ' 4 - - \S Ener. IAVAD AHNAD gvlL °18ProvsdSig soropt}39RYrllhthe i FLA PE /t�7�0892 World uldin8 0 71 C.A.N. 'T" NQA H Allemi nds Produc la 1 '$8 W$OD BUCK b 6yfjr drawing no. AUiO 2014' W14 29 ° I TYPICAL ANCHORS ' 9 FOR SPACINGE_ _.. '' (sheep B TORS Ile MAX • • • !E, 4" OR SPACING METAL STRUCTURE a_ Eapr. JIVM AHMAD � � CNFL dpprovsdasco�plyingtrit615p f1A. PE / IOS82 T+Inrtaa 6ut6i�nWC.O. NOA4NDAp A91 m� aP i 2014 %? drawing no. j'r' � W14-29 I FIXED FRAME HEAD/SILL/JAMB f.tse-y x.236 .062 ® FRAME COVER 1.215 .062 �5 GLAZING BEAD (LAM. GLASS) .300 T L2t0 .050 .876 O GLAZING BEAD (INSUL. LAM. GLASS) 1 1.000 r j .125 3.000 ft TUBE MULLION ITEM PART ® QUANTITY DESCRIPTION MATERIAL MANY./SUPPLIER/REMARKS 1 V403 4/ WOW. FRAME HEAD/SRL/JAMS 8083-T8 - 2 V405 4/ WOW. OLAZNO BEAD LAM. GLASS 6063-T5 2A V406 4/ WDW. CLAZNO BEAD (NSUL LAM. OLASS) 6083-T5 4 V404 AS REOD. FPAME COVER 6083-T8 - 5 - AS REOD. SETTING BLOCK EPDM ULTRAFAB. DUROMETER 7515 SHORE A 5A - AS REOD. SETTING BLOCK WDM I ULTRAFAB. DUROMETER 75" SHORE A 6 PJ540-SS AS REOD. CORNER KEY ST. STEEL SUIMAN & ASSOC. 7 #f0 X 1-1/4' AS REOD. FRAME ASSEMBLY SCREWS CRS PH SMS 9 9146 AS REOD. GLAZNO GASKET VINYL CENTRAL PLASTICS, OUROMETER 6515 SHORE A 10 - AS READ. GLASS SPACER SILICONE FRANK LOWE, DUROMETER 6515 SHORE A 11 - AS REQD. 1X3 TUBE MULLION 8083-T8 11A - AS READ. 1X4 TUBE MULLION 8083-T8 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 'PECORA 1215' SEAM SEALER. PARIMETER CAULKING 'DYMONIC FC POLYURETHANE' ON EXTERIOR ONLY, 066ji I1.000 r .l Q _a 125d 4.000 Ee9r. JAVA �DproaarlBBcom �`+ $ =� uldl I�YIoE<fvlt6tAB F CAIN. W92 BOIo 0 0 ' I h {t NQAp ' ATF�mI do Pro a nl � 2�t4 drawing no. r W14-29 ttA TUBE MULLION sheet 5 Of 6 sees 0 I1.000 r .l Q _a 125d 4.000 Ee9r. JAVA �DproaarlBBcom �`+ $ =� uldl I�YIoE<fvlt6tAB F CAIN. W92 BOIo 0 0 ' I h {t NQAp ' ATF�mI do Pro a nl � 2�t4 drawing no. r W14-29 ttA TUBE MULLION sheet 5 Of 6 �� X12" 2 ANCHORS REOD. AT 812 SMS OR =1 I�EACH SIDE OF MULLION F--SELF DRILLING SCRM i3 I AT 14-1/2" O.C. d z r a FIXED WINDOW 11 / SERIES 460 SERIES 4S0 7 FIXED WINDOW J I fb S i E 7 T �1 - h r ,I i Wt p Ig W2 ,,,�, Wt TYPICAL ELEVATIONS i�+t SIDE BY SIDE WINDOWS WINDOW WIDTH WINDOW WIDTH SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS W1 + W2 MULLION TYPE '1' WIDTH (W) = 2 TOTAL PRPERTIES Ix m 4.188 IN\4 Sx = 2.318 IN\3 • • • • • 000412••i p12 SYS Oft • SELF DRtL1iN0 SQREWS • • e' AT 14-1/2° OA. • • ••��.. tg 11A •••••• •• •j ••• SERIES 450 �qq FIXED WINDOW • WINDOW • $ Ibis •••• • LZ • • •• • 6 ,rya es • • • NOTES: _ • • • 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION - - - • - CAPACITY OF WINDOW MULUON. - - - • • • •• • • 2. FOR FIXED WINDOW CAPACTIY SEE SHEET 1. • • • � 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO • 0 ENTIRE SYSTEM. WINDOW WIDTH WINDOW WIDTH MULLION TYPE '2' TOTAL PRP TMES 41 Ix 5.278 IN\4 SN = 2.811 IN\3 ..g Engr. JAVAD ANVAD � Ml °� 6 CIVIL approvcdeacomptylogroit6i98 1 N '� FLA N ./ 70892 D lod ffuE In C d0 TI I 8 AamlDadoPr al"vt 4 �Uf 2� 2Q14 drawing no. W1 4-29 y I h. B ft o0 8,_� MUIJJON WAD CAPACITY -PSP NULIdON TYPE 17ULLION TYPE WINDOW DIMS. WIDTH (W) LENGTH (L) EXL(+) IM.(- EXT.(+) IM.(-) 78-7/8' 85.0 B8.0 85.0 85.0 28-1/Y 85.0 85.0 85.0 85.0 37' 74-7/4' BSA 85A 86.0 Bb.O 83-1/8' 85.0 88.0 85.0 85.0 80° 86.0 86.0 88.0 88.0 19-1/8' 85.0 88.0 85.0 85A 26-1/Y 85.0 B5.0 85.0 830 J7' 80' 8s.0 Bs.O 89.0 830 !S3-i/8' B5.0 B30 85.0 Bs.O 80' 82.0 82.0 es.0 85.0 18-1/8° 85.0 89.0 85.0 89.0 28-1/2 85A 8SA 85.0 88.0 J7' 84' 85.0 85A 89.0 85.0 53-1/8' 74.4 74.4 830 830 80' 88.2 882 830 830 18' 85.0 85.0 8s.0 85.0 24' 85A 88.0 89.0 85.0 30° 85.0 BSA 8SA 830 JB' �, 85.0 85.0 85.0 86.0 42' SSA 8s.0 88.0 85.0 48' 85A 89.0 89.0 85A 54' 85A 85.0 85.0 89.0 60' 88.0 BB.O 830 no 18' 24' 30° 38' 42' 4e' 64' 80' 85.0 BS.O 85.0 BS.O 89.0 85.0 830 85.0 BS.O BSA 88.0 8b.0 89.0 BS.O 85.0 85.0 89.0 85.0 88A 85.0 79a 79.7 Bao e5.o 73.8 73.8 88.0 88A 892 892 BS.O 89.0 �� X12" 2 ANCHORS REOD. AT 812 SMS OR =1 I�EACH SIDE OF MULLION F--SELF DRILLING SCRM i3 I AT 14-1/2" O.C. d z r a FIXED WINDOW 11 / SERIES 460 SERIES 4S0 7 FIXED WINDOW J I fb S i E 7 T �1 - h r ,I i Wt p Ig W2 ,,,�, Wt TYPICAL ELEVATIONS i�+t SIDE BY SIDE WINDOWS WINDOW WIDTH WINDOW WIDTH SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS W1 + W2 MULLION TYPE '1' WIDTH (W) = 2 TOTAL PRPERTIES Ix m 4.188 IN\4 Sx = 2.318 IN\3 • • • • • 000412••i p12 SYS Oft • SELF DRtL1iN0 SQREWS • • e' AT 14-1/2° OA. • • ••��.. tg 11A •••••• •• •j ••• SERIES 450 �qq FIXED WINDOW • WINDOW • $ Ibis •••• • LZ • • •• • 6 ,rya es • • • NOTES: _ • • • 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION - - - • - CAPACITY OF WINDOW MULUON. - - - • • • •• • • 2. FOR FIXED WINDOW CAPACTIY SEE SHEET 1. • • • � 3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY TO • 0 ENTIRE SYSTEM. WINDOW WIDTH WINDOW WIDTH MULLION TYPE '2' TOTAL PRP TMES 41 Ix 5.278 IN\4 SN = 2.811 IN\3 ..g Engr. JAVAD ANVAD � Ml °� 6 CIVIL approvcdeacomptylogroit6i98 1 N '� FLA N ./ 70892 D lod ffuE In C d0 TI I 8 AamlDadoPr al"vt 4 �Uf 2� 2Q14 drawing no. W1 4-29 y I h. B ft o0 8,_� MUIJJON WAD CAPACITY -PSP NULIdON TYPE 17ULLION TYPE WINDOW DIMS. WIDTH (W) LENGTH (L) EXL(+) IM.(- EXT.(+) IM.(-) 78-7/8' 85.0 B8.0 85.0 85.0 28-1/Y 85.0 85.0 85.0 85.0 37' 74-7/4' BSA 85A 86.0 Bb.O 83-1/8' 85.0 88.0 85.0 85.0 80° 86.0 86.0 88.0 88.0 19-1/8' 85.0 88.0 85.0 85A 26-1/Y 85.0 B5.0 85.0 830 J7' 80' 8s.0 Bs.O 89.0 830 !S3-i/8' B5.0 B30 85.0 Bs.O 80' 82.0 82.0 es.0 85.0 18-1/8° 85.0 89.0 85.0 89.0 28-1/2 85A 8SA 85.0 88.0 J7' 84' 85.0 85A 89.0 85.0 53-1/8' 74.4 74.4 830 830 80' 88.2 882 830 830 18' 85.0 85.0 8s.0 85.0 24' 85A 88.0 89.0 85.0 30° 85.0 BSA 8SA 830 JB' �, 85.0 85.0 85.0 86.0 42' SSA 8s.0 88.0 85.0 48' 85A 89.0 89.0 85A 54' 85A 85.0 85.0 89.0 60' 88.0 BB.O 830 no MMIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 331752474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidgde.gov/pera SIW Impact Windows, LLC 975 S. Congress Avenue, # 102 Delray Beach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. II Clipped, Extruded Aluminum Tube Mullion — L.M.I. I APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless 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 tui 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 NOAA shall -be provided to the user by the manufacturer or its distributors and shall be availabl;for inhegttpn�mt ft jpb;& at the request of the Building Official. This NOA revises and renews NSA M-100.42 4d ccy Osts of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was rgy iewe4 by Ngnuel reref, P.E. . . . a 0 . . . . .. .. . . ... . NOA No. 12-0221.09 • • • • • • Expiration Date: November 21, 2017 ... . l j� . - Approval Date: April 26, 2012 • • +' ' • Page 1 . . . . . . . . .. .. . . . .. .. ... . . . ... 0 0 SIW Impact Windows LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4107, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Wafter Resistance Test, per FBC, TAS 202-94 4) Forced. Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07-1016.06) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-074115, dated 04/09/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previous NOA#07101406) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al-Farooq Corporation, dated 08/13/09 and revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA#10-1004.01) D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) ....... . .. .. . ......... . .. ... .. . .... .•. .•• 060 000 •.. . • . .•• . .... ..•..•.. • • . . . • . • . . . • • • . . ••• • • • ••• • • Manuel P.L. Product Co. i finer NOA No. 221.09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 SIW Impact Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 05, 2011, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M.I., approved on 11/11/10 and expiring on 11/21/12. ....... . .. .. ...... ••• . .. ... .. . .... . ... . ... . . ••• • • • • ••• •000 • • • • • • • •• •• • • • •• •• Manuel Per • Product Control ami r NOA No. 12 .09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. 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 2010 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 SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 13E AS LISTED. SPACED AS SHOWN INA DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERINC (STUCCO, TILE ETC.). ANCHORING CONDITION OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS =U.JDNG BUT NOT WTED ro S(EEL/WAL SCREWS, THAT COW Wro CONTACT WITH OTHER DSSUM MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORA BLDG. CODE SECTION 2003.8.4, e.000 I t M---2.000 MULLIONS CONTAINING TYPICAL GLAZING PROD 7S HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. SMP 1 CETERMINE DEMON LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. SZ USE WR -DARE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP USE CONNECTION TO MULLION AS PER PRODUCT' APPROVAL USD1G CHARTS ON SHEET 3 SELECT MULLION SIA STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFl IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET S THRU 7 N� O)ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN, RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ICT •••• •• . • ••• 0000•• •• • • 0000•• 0 0000 • • • • 0000•• 0000 • 0000••0000 • • • 0090 0000 •••••• • 0000•• • • • •• • • ••• PRODTICTRBVE M • • • • p�.� �wkhNLeFImRQ• RxW'm m 4■V drawing no. M07-04 1.290 �4..0 1.0001.000 .290 y4• $ n 379 ! 0/ 1.000 Ij •TY .1252.600 .128 •128 1.890 4.900 4.000 4.000 3.000 128 TYP. I 000111 jS 3.760-d L LU 1 OPTIONAL g � 3 .376 � ® o MULLION CUP (6063-TB) J 1 X 3 1 X 4 1 X 4 1-1/4 X 4-1/2 (ALT. TO ANGLES) STD. MUL(ION STD, MULLION CUSTOM MULLION CUSTOM MULLION CVP LENGTHS MUST BE CUT TO FIT SNUG 8083-T6 6083-78 6063-TS 6063-T6 INTO 1BY TUBE MULLIONS. 2.000-- l p--- 2.000 Z I I 3 �o ,.6Bo W Q� 2.000 2.000 m z 126 .280 TYP. TYP. .729 2.900 2 � g X V .� 7.030 z (L Pi m .728 .260 6.000 6.000 g -3 } C TYP. TYP. I ? -+ 4.000 4.000 3.760-�1 • 0000 • a CEO O +� • • •••• NOTCH • • • OPTIONAL • • • as • • • • • • • • 0 th L L LIL .11 L L--l-a •••••• • a • MULLION CLIP {sO63-T6) • • • • • • • • • • • • 2 X 4 2 X 4 2 X 6 2 X 6 (ALT. TO ANGLES) STD..�ULLION HEAVY MULLION STD, MULLION HEAVY MULLION CUP LENGTHS MUST BE CUT TO FIT SNUG • s: • •: : • • • 8083-TB 6063-TB 6063-T6 6063-TB INTO 2BY TUBE MUUlota NOTCH •••••• • •h OPTIONAL • • • • • • • • • '125 p •• • ••�••• LZ 2.000 CrIlL ' �`C. N '38382 -- 'wyIrs � dw 6u • • T1 B ax Aptm NO mft //.7 By 2��'"' � pq(� Pry drawing no. +b9 ANGLE CLIP Q� X07-04 6063-T6 sheet Q of 7 DESIGN LOAD CAPACITY - PF (I WINDOW DIMS. WIDTH (W) MULL SPAN 1% 3 1 X 4 STD. STD. 1-1 1 X 4 4-1/ CUSTOM CUM 19-1/8' 2B-1/2° 30' 37' 42' 48' 64' SO" 80° 72° 38-3/8. 13OA 130,0 130.0 13OX 1304 130D 130.0 130.0 130.0 1304 13MO 1JOA 130.0 1301 130.0 130A 130.0 130.0 130.0 130A 130.0 130.0 13&0 1304 130.0 130A 130.0 130.0 123.8 1304 130.0 130-0 112.8 130.0 13U 130.0 103.2 1301 130.0 130.0 19-1/8' 26-1/2° 30' 37" 42' 48`68.8 54' 60' 86' 72' INLO 130.0 130.0 130.0 130.0 130.0 130.0 1300 130.0 130.0 130A 130.0 130.0 118.3 130.0 1301 130.0 101.6 130.0 130.0 130.0 W 6.0 0.0 19 130.0 78.0 1272 130.0 130.0 71.1 114.8 130.0 130.0 64.7 104.1 13MO 130.0 89.3 98.4 130.0 130.0 19-1/8° 20-1/2' SO" 37* 42' 48" 84' SO' S6' 122.1 13MO 130.0 130.0 S&1 130A 13DA 130.0 773 130.0 130.0 130.0 83.1 119.9 130.0 13&0 85.8 108.8 130.0 130.0 4&8 02,4 130.0 130.0 412 82.2 1289 130.0 38.9 73.9 118.7 130.0 E MULLIONS) 42" DESIGN LOAD CAPACITY - PS8 (TUBS MULLIONS) DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) VERTICAL MULLION tom' PRODUCT PRODUCT 1 123.1 93.1 130.0 130.0 1-1/4 x/ 48"32.4 - - 43.1 302 83.9 84.1 1 1-x1/4 927 130.0 INLO 1301 [4 1O 2R4 E84 8%8 ER8 WINDOW DIMS. 1 $9 1 %4 I%4 4-18 ER4 8R4 EX8 ER8 WINDOW DIME. 1 R9 1 X4 1X4 4-1/9 8$4 8x4 ER6 ER6 S6' n STD. HEAVY SID. HEAVY WORN (V) WDLL SPAN STD. STD. CUSTOM CUSTOM STD. HEAVY STD. HEAVY WIDTH (W) MULL SPAN ETD. BID. CUSTOM CUSTOM SID. HEAVY STD. HEAVY 190.0 130.0 130.0 130.0 19-1/8' 25-1/2' 64.3 130.0 130.0 130-0 130.0 130.0 130.0_ 130.0 19-1/8" 28-1/2° - 37.8 59.3 783 88.3 98.7 130.0 130.0 130.0 130.0 130.0 130.0 46.4 S99 13MO 130.0 130.0 130.0 130.0 130A - - 429 58.9 39.9 71.2 111.0 t30.0 130.0 13&0 130.0 130.0 JO' 4" 87.9 130.0 130.0 12&4 130.0 130.0 130.0 30' - - 379 80.3 35.3 829 S&1 13&0 13&0 130.0 130.0 130.0 37" 33.2 719 111.6 130.0 104.1 13&0 130.0 1300 37° - - 30.6 409 - 51.0 79.8 130.0 13&0 130.0 13&0 130.0 42" �, 88.3 127.8 91.7 130.0 13D.0 130.0 42' - - - 383 44.9 70.1 12&7 17.0,0 130.0 130.0 130.0 48" - 64.8 S&0 1119 80.3 130.0 13MO 130.0 48' 1�, - 31.4 - 39.3 61.3 112.8 130A 130.0 130.0 130.0 84' 78.4 88.1 71.4 127.2 130.0 13&0 84" - - - - - 34.9 64.6 100.1 C F. 130.0 130.0 1304 130.0 SO' - 44.0 6B3 89.2 842 1149 130.0 130.0 SO' - - - - 33.1 49.0 80.1 130A 130.0 130.0 130.0 80" 72° - 40.0 02.5 81.1 S&4 104.1 118.7 13&0 08' 72° - - - - - - 44.8 81.9 MNIf Q Q 130.9 7�.0 13DA 1304 - 98.8 87.3 74.4 83,8 98.4 9089 130.0 - - - - - - 40.9 7&1 13&0 13&0 13&0 130.0 19-1/8' 81.8 110.4 130.0 13&0 13MO 130.0 130.0 130.0 18--1/8" - - 449 89.3 41.8 130.0 dt 130.0 13&0 130.0 13&0 28-1/2' 30" 37.2 79.7 124.7 130.0 116.4 130.0 130.0 130.0 28-1/2' 30' - - 32.1 - - 429 - W&0 � 130.0 130.0 130.0 130.0 32A 70.4 1102 130.0 1029 130.0 130,0 130.0 130.0 130.0 130.0 130.0 3Y - 87.1 89.3 118.8 83,4 130.0 130.0 130.0 3Y - - - 379 30.6 - - j�7 130.0 109A U3j .i 1{� zZ 1304 130.0 130.0 130.0 42' - 80.3 78.7 104.7 73.8 130.0 130.0 130.0 4Y - - - - F40.9 96.7 1301 130.0 130.0 130.0 48' - 44.0 88.8 91.8 84.3 114.6 130.0 13&0 48" 132° - - - 84.8 W 130.0 130.0 130.0 1301 54° - 39.1 612 81.4 87.1 101.9 1251 13&0 84° - 78.2 130.0 130.0 130M 130.0 SO° - 352 86.1 73.3' 51.4 91.7 112.6 130.0 60' - - - - - - 67.7 g 13&0 130.0 130.0 130M 86" - 324 60.1 68.6 48.7 83.4 1023 13&0 M' - - - - - - 33.8 819 m 130.0 130.0 130.0 130.0 72- - - 489 81.1 429 78.4 939 13&0 72' - - - - - 30.7 86.4V) .{• 130.0 130.0 130.0 13&0 19-1/8' 34.8 74.0 115.8 1301 IC&I 130.0 130.0 1JOA 19-1/8' - - 34.3 45.6 32.0 87.1 09.0 130.0 0 130.0 130.0 130.0 130.0 20-t/2° - 53.4 634 1112 7&0 1 130.0 130.0 130.0 28-1/2' - - - 32.8 - 412 84.3 118.0 130.0 130.0 130.0 130.0 30° - 47.2 733 88.2 WO 122.8 130.0 13&0 30' - - - - 38.4 BSA 104.3 ' v 130.0 130.0 13DA 130.0 3Y - 3&2 S93 799 58.9 98.6 130.0 130.0 3Y 144° - - - - 481 84.8 130.0 130.0 130.0 130.0 42' �° - 33.7 52.7 70.1 49.2 87.7 123.1 130.0 42' - - - - - - 409 74.0 W a M 130.0 130.0 130.0 130.0 48' - - 46.1 81.4 43.1 789 107.7 130.0 48" - - - _ - 359 652 120.0 130.0 130.0 130.0 64" - - 41.0 84.6 38.3 Sill 969 13&0 94' - - - - - - 31.6 57.0 m � z IO&G 130.0 130.0 130.0 80° - - 36.9 49.1 34.4 81.4 882 130.0 3. 86" 35,4 672 105.1 124.3 98.2 1 130.0 1 130.0 130.0 88" - - 339 44.0 310. 88.8 78.4 130.0 7 Z 72' 32.4 81.8 98.4 114.0 80.0 130.0 130.0 130.0 72° - - 30.7 40.9 - 81.2 1 719 130.0 ARCHES 70 BE INSCRIBED 2E 19-1/8° 74.5 130.0 130.0 130.0 M.0_ 130.0 130.0 130.0 19-1/8' 81.9 81.3 1082 78.0 130INSBIE RECTANGU AR SHAPE HORIZONTAL MULLION 2.0 130.0 190.0 • )- 28-1/2° 53.8 1 11&4 130.0 130.0 1304 130.0 130.0 130.0 28-1/2' 379 88.7 78.1 543 897 130.0 1300 48" 64' 80' 1013 1�.0 130.0 130.0 1JOA 130.0 130.0 30" 33.1 51.8 891 48.4 88.3 130.0 130.0 38.9 8 _ 129.3 1 130.0 120.7 130.0 130.0 130.0 37' - - 42.0 883 392 70.0 109.1 130.0 33.9 729 83.7 B&8 81.0 4&3 130.0 106.4 130.0 130.0 130.0 42" - - 37.0 49.3 34.6 01.9 96.1 VERTICAL MULLION tom' PRODUCT PRODUCT 1 123.1 93.1 130.0 130.0 130.0 48"32.4 - - 43.1 302 83.9 84.1 1 IOB.4 927 130.0 INLO 1301 54" 38.3 47.9 74.7 1 1 99.0 74.4 130.0 130.0 130.0 60° - _ - 34.6 43.1 87.3 1 BB3 87.7 120.7 130.0 130.0 S6' 32.3 40.4 81.2 1 82.1 82.0 110.0 _ 120.1 1304 72" - - - - - - 58.1 1 1 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS see 08 00 GLAZING � • PRODYCT � • VERTICAL MULLION (BATING PRODUCT PRODUCT PRODI(jI'� • P�RO�D 1C • A W1 W2 see 08 00 GLAZING � • PRODYCT � • GLAZING (BATING PRODUCT PRODUCT see 08 00 GLAZING � • PRODYCT � • • PRODI(jI'� • P�RO�D 1C • �• NOfG • • YI i1I I I* A81WOA1 SPAN • •• •• • •• ••• TYPICAL MULLION AR ANNA • fi - WIDTH (W) a w1 +382 • 0 • so** u a m 2• • • • • ••• & y • • • g WY0. PRODUCTRHVISED • • • { FLA PE g 70892 0s60mP1YIUSWith thSFkdda d C.AN. 1539 Amlding Code aOspfe0o0 NoI �• A D9ls BY4 Rf>un drowtng no. M07-04 �Q sheet 3 of 7 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHO7S] DESIGN LOAD CAPACPPY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DA18. WINDOW DBMS. ANCHORS TYPE ANCHORS TYPE WIDTH (W) WIDTH (W) MULL SPAN A B C D 19-1/8" 26-1/2" 30" 37" 42"38-3/8" 48" 54° 60" 88' 72" 78° 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 120.5 130.0 130.0 130.0 106.1 130.0 128.7 130.0 92.9 130.0 112.8 130.0 82.6 130.0 100.1 130.0 74.3 120.1 90.1 130.0 67.5 109.2 81.9 130.0 61.9 100.1 78.0 130.0 19-1/8' 26-1/2" 30" 37" 42' 48' 54" 80" 86 72° 50-5/8° 130.0 130.0 130.0 130.0 127.8 130.0 130.0 130.0 112.6 130.0 130.0 130.0 91.3 130.0 110.7 130.0 60.5 130.0 97.5 130.0 70.4 113.8 85.3 130.0 82.6 101.1 75.9 130.0 56.3 91.0 6&3 130.0 81.2 82.7 82.1 124.1 46.9 78.9 56.9 113.8 19-17W 26-1/2" 30" 37' 42' 48" 54" 80" 86" 72' 130.0 130.0 130.0 130.0 1029 130.0 124.2 130.0 90.5 130.0 109.7 130.0 73.4 118.6 89.0 130.0 84.7 104.5 78A 130.0 58.8 91.4 68.6 130.0 50.3 81.3 81.0 121.9 45.3 73.1 84.8 109.7 41.1 689 49.9 99.7 37.7 61.0 48.7 91.4 19-1/8" 28-1/2' 30" 74-1 4" 120.8 130.0 130.0 130.0 86.9 130.0 105.4 130.0 769 124. 93.1 130.0 37" .. 42" 48' 54" 80" 88" 72° 62.3 100.6 75.5 130.0 54'8 88.7 66.5 130.0 48.0 77.6 88.2 116.4 42.7 89.0 51.7 103.4 38.4 62.1 46.5 93.1 34.9 56.4 42.3 84.6 32.0 1 81.7 38.8 77.6 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHO7S] DESIGN LOAD CAPACPPY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DA18. WINDOW DIMS. ANCHORS TYPE ANCHORS TYPE WIDTH (W) WIDTH (W) MULL SPAN A B C D 19-1/8" 26-1/2° 30" 37° 42' 48" 54" 60° 68' 72° 78° 114.7 130.0 130.0 130.0 829 130.0 looz 130.0 73.1 1182 88.8 130.0 59.3 98.8 71.9 130.0 82.2 84.4 83.3 126.6 45.7 73.8 55.4 110.8 40.6 65.6 492 98.5 38.6 89.1 44.3 88.6 33.2 53.7 40.3 80.6 30.8 49.2 36.9 73.8 19-1/8' 28-1/2" 30" 37" 42" 48" 84' 60" 68" 72" �, 106.8 130.0 129.1 130.0 76.9 124.2 932 130.0 67.9 109.7 82.3 130.0 68.0 89.0 66.7 130.0 46.8 76.4 88.8 117.6 42.4 88.6 81.4 102.9 37.7 81.0 45.7 91.4 33.9 54.8 41.1 62.3 30.9 49.9 37.4 74.8 28.3 45.7 34.3 8&8 19-1/8' 26-1/2" 30° 37' 42" 48' 54' q' 88' 72° 98, 1 932 130.0 1 112.9 130.0 67.2 108.7 81.8 130.0 89.4 96.0 72.0 130.0 4&2 77.8 58.4 lies 42.4 68.6 51.4 102.9 37.1 60.0 45.0 90.0 33.0 53.3 40.0 80.0 29.7 48.0 36.0 72.0 27.0 43.6 32.7 6" 249 40.0 30.0 BOA 19-1/6" 28-1/2' W. 37" 42°37.7 48' 54" 6o" e6' 72' 108' 829 13_3.9 100.4 130.0 699 86A 729 130D 52.8 65.3 84.0 128.0 42.8 69.2 51.9 1039 81.0 45.7 91.4 33.0 63.3 40.0 60.0 28.3 47.4 38.6 71.1 26.4 42.7 32.0 84.0 24.0 389 29.1 582 22.0 1 35.6 26.7 1 53.3 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHO7S] DESIGN LOAD CAPACPPY - PSF WINDOW DA18. ANCHORS TYPE CUMN0 WIDTH (W) IMULL SPAN A B C I D 19-1/8' 26-1/2" 31)' 37" 42" 48' 54' 80" 88" 72° 120' 74.8 120.5 90.4 130.0 53.8 88.9 88.2 130.0 47.8 76.8 97.8 118.2 38.8 82.3 46.7 93.4 33.9 54.9 41.1 82.3 29.7 48.0 35.0 72.0 28.4 42.7 32.0 64.0 2.3.8 3&4 28.8 57.6 21.6 34.9 282 52.4 - 32.0 24.0 48.0 18-1/8' 26-1/2" 30" 37" 42" 48" 54" 60" 68" 72" 132' 57.8 109.5 82.1 130.0 48.9 79.0 59.3 118.8 43.2 899 52.4 104.7 35.0 88.8 42.5 84.9 30.9 49.9 37.4 749 27.0 43.6 32.7 85.8 24.0 35.8 28.1 88.2 21.8 1 34.9 1 28.2 52.4 - 31.7 23.8 47.6 - 29.1 219 43.8 19-1/8" 28-1/2" 30" 37' 42' 48' 54' 144" 62.1 100.4 78.3 130.0 44.6 72.5 54.3 108.7 38.8 1 4&0 98.0 32.1 51.9 38.9 77.8 28.3 45.7 34.368.6 24.8 40.0 3D.0 80.0 22.0 38.8 26.7 53.3 PRO= IIII PRODUCT ANA.SC� D OR D ON Z f� N Celli '2 :01 �o W Oar" Qz 0 Z IN iv HORIZONTAL MULIJON to > ARCHES TO EM INSCRIBED ' 94SM FWANOUIAR SIMS• • • In r' D • • 01 ii�� PRODUCT �� AFWH• ETAIL 1 11 CUMN0 GLAZIN PRODUCT PRO TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 (- z I • • •••• • • • •• • • •00 • 0000•• • •• • 4M o •0000• • �$ • • • 0000•• ii i�i e • • • 0000 [ON SAN 11 •• •• 0000 •• 0000•• • o �"g 0000•• �a m v a Goo JAYS - a" !_ • 0 i' 8 3 .0.N. '�W 2asep wmscaaa .. 1s Date /7 �9 i `1 U I'M I'M PwduR drawing no. M07-04 F1 1/4- DO, ULTP 2 PER CUP (1 ON EACH 1 BY WOOD BUCK 2 PER i T 1/4" DIA. ULTRADOP 2 PER CLIP (1 ON EACH WING) cul CLIP us, Isa. 1015:01NA MW e WOOD 2 x 1 8" I ANO YS' N Z 0o W b Z Z 8m • • 4DN. • • .. • . • 1/4" DIA. ULTRACONS BY ELCO' ULTRACONS MAY BE HEK OR E•11OW MCAN.REME Ed. AAM, EDGED BEOMENT 1. 2-1/2° 1 1/4" 2-1/2" • • s •I_1/2" • c • ••ff • m� ALL CUPS AND ANGLES TO FIT SNUG INT --h •MUWONS. C CUPS OR ANGLES CONNECTED DIRECTLY It MASON"To BE PWrECTEOM WRH AUAAU-RESISTANT COATINGS, SUCH AS BnWNOUS PAW 40 • • • • a a m v WATER-WHRE M£MACRYUtTE LACQUER. • • • EnytAVL D AH PRMIICrRUVISM0 • • b CIastampIyinswuhdo • FIA PE ,� 7D8 2 • • .swwfusCob DAN. $� .AwalU..w No �2• 2. ,7 drawing no. M07-04 ��, •';' sheet g of 7 1/4' DIA ULTRACONS 4 PER CUP (1 ON EACH WING) LIF iBY WOOD BUCK 1/4' DIA ULTR CUP (1 — EACH __W_ rm CLIP 1-8/8' 2 PE 1/4' DIA ULTRACONS 2 PEAG 1/4' DW 2 2X2x 1/s° ALUM A G WOOD BUCK OR WOOD STRUCTURE MS LOCATION 1/4' DFA. ULTRACONS1/4' DIA, ��~ g Ed. 2 PER CLIP (1 ON EACH WING) PER AN NS c o 8 I' I a: '.. •' 1 . 1 • e J as .+• .v ° ,r N � 11 � 11 O a V. L I I I I G1 n tl 1 1 I 2 X 2 X t10ATINfi CUP LE I I ALUM AN Q' �rl { I 14 SMS SS {Q. 1 -------- 1 22' umE 1 1 a0 1 j 1 I 1 I I I I I I j N o �o A I I I I g OWo Z Q IL•--- 6 I z U e z p_um A P. Ed, • • • Z114' M ULTRACONS • • • • • • • 2 PER CLIP (1 ON EACH WING) • • • • • • • • • , 1 1 • 1 •••• • 1/4' OUL ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. m MIN. EDGE DISE, MIN, EMBEDMENT WOOD 1' BLOCK 2-1/2° CONCRETE 2-1/2' 1-1/2' ALTERNATE • • • • • • a m v ANCHOR LOCATION • • • • • • • • • ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MULUONS. ' ''AOwl m.. ARB dW • • a CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED I 1 Fl16 PH 7.0382 Badh*Carlo • � a$�i WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR ' I CA Acsoptonas Plot �, .L' WATER -WHITE METHACRYLATE LACQUER, ' ' t.l�yiraua•nme I7 ..l drawing no. M07-04 I I DORS TYPE 'C' 1/4' OIA ULYRACONS 1/4' DIA 2 #14 SMS 1-1/2' O.C. MIN. 3 PER ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FR SNUG INTO TUBE MULLIONS. ANCHORS TYPE 'D' 2X2X1/8" ALUM ANGLE CHANLLNEL TUBE MULLION �v to 3 PER CUP FOR CHART D O ACCESS HOLE 1-1/2' O.C. MIN. X14 F.H. S 8(a h 2/ SIDE 1/8` � S° LENGH TO LID ` INTOFIT* WON j ON s TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY 1/4` DIA ULTRACONS BY '0.00' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MW. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1-3/8' BLOCK 2-1/2' 1-1/4' CONCRETE 2-1/2" 1-1/2' ALL CLIPS AND ANGLES TO FT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LA=FR. 14 FH SMS PER CLIP FOR CHARTS A. 8 OR C 3 PER CUP FOR CHART D ACCESS HOLE 1-1/2' O.C. MIN. In ' O �O THIS SCREW CAN BE I I 1 �j Z a ER �ECTION I}, I i I 914 FH SMS '2 PER CLQ ? pa,U QO w e�4 I 1 I. O.C. MIN. I I I I 0000 tnrn 1-3/4' X 2' X 1/8" (FOR 213Y TUB • • • 0.0 3/4' X 2" X 1/S' FOR (18Y "TIRE) • • • • ALUM ANGLE • • • • • CUT TO FIT SNUG INSIDE TUBE • • • • •0.000 •• •• • •••••• • ANCHORS DETAIL #1 0000 • • • METAL TO METAL CONNECTION • • • • • • • • •000 • • •00.0• 0000 • • 00000 000• �g •• .0000• g< m EAgr: JAC. AD PROAUCI'RMSW 0 • 0 0 q 0 3g3 FIA. E 9'70.98$, �3 ascmr4fi vftd1eF1111TW BDffia b 3 �� 93� p�QBY��I nAxm,1 G:6ntyq drawing no. (J M07-04 Charles C. Mitchell, P.E. 924 N. Federal Hwy. Hollywood, Fla. 33023 Civil/Structural #11127 305-336-5069 "As -Built Certificate" June 2, 2015 Building Official Building & Zoning Dept. City of Miami Shores Miami Shores, Fla. Re: Mi mi hone , / Miami Shores, Fla. v/ Permit# WS -5-15-1144 Dear Building Official, In reference to the windows that was installed, there were a couple of windows that were installed using 2"x4" p.t wd bucks and attached to the concrete walls with %2" dia. tapcon screws x 4" long with min. 2 %2" embedment & spaced at 6" from corners and elsewhere max. 12"o.c. The majority of the windows used 1 "x4" p.t. wood bucks and attached with YV dia. tapcon screws x 3" long w/ min. 1 1/2" embedment from all corners @ 6" oc. and elsewhere spaced at 12" oc. The methodology used was to visually observe the tapcon screws prior to the installation of the drywall as specified above. In conclusion, the window installations were done to FBC 2010 and as per the approved N.O.A. specifications. Sincerely, Charles C. Mitchell, P.E. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-234713 Permit Number: WS -5-15-1144 Scheduled Inspection Date: June 03, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Window Door Attachment Owner: BROGGI, GIOVANNI Work Classification: Window/Door Replacement Job Address: 342 NE 104 Street Miami Shores, FL 33138-2018 Phone Number Parcel Number 1121360130200 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 sunaing uepartment comments REPLACING 16 IMPACT WINDOWS 2 IMPACT FRENCH Infractio Passed Comments DOORS I INSPECTOR COMMENTS False Inspector Comments Passed E:I_ /6/0cS� Failed Correction Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. June 02, 2015 For Inspections please call: (305)762-4949 Page 13 of 28 � �fe;6LCER7lFjC5 NOTICE OF PRODUCT CERTIFICATION Company: JELDAVEN Doors Certification No.: NIM 1'062 3737 Lakeport Drive Certification Date: 04/17/2012 Klamath Falls, OR 97601 Expiration Date: 04/3102016 Product: 24 Ga. Steel Wood Edge Impact Ratted Opaque Doors w/ & acv/o Impactft Non -Impact Rated Glazed Sidelites (w/wood Trame unless specified) Specification: TAS 201-94/202-94/203-94 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. 'rhe certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. "rhis product has been approved for listing within NAMI's Certified Product Listing at www.Namicertifieation.com. NAMVs Certification Program is accredited by The American National Standards Institute (ANSI). National Accreditation cit Management institute, IncJ4794 George Washington Memorial IIighway/11ayes. V.A, 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 Q NAMI AUTHORIZED SIGNATURE: ��/ Inswing Glazed Design Missile 'fest Report Number Configuration or or Maximum Pressure Impact Drawing Number Se Outswing Opaque Size Pos/Neg Rated Comments X I/S Opaque 37" x 6'10" +65165 psf Yes N(711 -210-3801-2/1--L 1801 -- Single Max Panel Sire: 3't)" x 6'Q" Installation Details .IW-32O12FI- Quahfies Cimfigtirutions: X X O/S Opaque 37" x 6'9" +65/65 psf Yes NCi'L-210-3901 2mL I802 - Single Max Panel Size: 3'6" x 6'8" Installation Details' AV.3201211L Qualifies Configurations: X OXO US Door -Opaque 9'S" x 6'10" +65!65 psf Door -Yes NCTL; 210-3801-Jr•L I902 Single tiv/Sidelites Sidelite-Glazed Sidelite-No Max Panel -size 3'1)•' x6'8"/Daylight Opening I'9" x s,3" Glazing: IG- V9" Tempered Installation Dctails: 1W-32012FI. OXO O/S Door -Opaque 9'5" x 6'9" 465/65 psf Door -Yes Qualifies Confi uritions. Ole/OXN0IOX0 NCTI. _IC1-3sol-Z,TI. 1902 Single W/$Idt`hte$ Sidelite-Glazed Sidelite-No Max Panel Size: 3'0•' x 6'9"/Daylight Opening: I'9" x s 1 Glazing. IG- 1/3" Tempered Installation Details. AV-32012FL Qualdie%Confi uraiions O.A/OXtXO1OX() OXO' US Door -Opaque 9'5"x (i'IQ" +65/65 psf Door -Yes NCTL-2to-391!1-21FL.19o2 Single w/Sidelites Sidelite-Glazed Sidelite-Yes Mar l'anet Sizc. 3•n•' x 6'9":'Daylight Olicning 1.9" 5'3" blaring: ICJ- t.aminat� lig" Annealed Glaysl.t3h0" Solutta PVI! Intcrlarer:fix" Annealed GIasst11S" Tempered Glass Installation Details- .IAV -3201211L OXO O/S Door -Opaque 9'S" x 6'9" +65/65 psf Door -Yes Qualities Configurations, 01X/OX/XOJOXO NCrI; 210-3801-2&I.1802 — Sin'lew/Sidelites Sidelite-Glared�/ Sldellte-YCS Max P—lSite:3'0"x6'9"/tyaylightOpening t'4"x5'3•' Glawns+ IG- I anunate-Ii9".Anncaled 0lass/.091)" Soluua VVll lnierlayetul,K- Annealcd Glass/119- Tempered Glass Installation Details. .1W-3201211. --_-- i ualifesConfi ur.nions 0N/OX/XO/O\0 National Accreditation cit Management institute, IncJ4794 George Washington Memorial IIighway/11ayes. V.A, 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 Q NAMI AUTHORIZED SIGNATURE: ��/ (Da3 3 4 5 SHIM FOR SUPPORT AT OR NEAR EACH ANCHOR IS REQUIRED 149' MAX. O.A. FRAME �3' TYP. ---- C7 C7 — - -- _- 3° TYP.-�{ �;Y�,�1� z AN 1 I 1 o ? A7 I 87 A7 wLu 1 I I 1 1 74" MAX. O.A. FRAM3- I 37 1/2" MAX. OA FRAME 3" TYP. i} (7:y zI I Cj I C ; I I a � a0 II� !i� WW 8 CL - +I4o X i X 7 a (8) ANCHOR LOCATIONS AT MULL N gti co c ao co m I I D7 LL LL X X 0 �a IL co I I D7 I 07 12-0 X 6.8 OUTSWING/INSWING (50) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 112112" MAX FRAME }„ d r-3" TYP. 3' TYP.: 6-0 X 6-8 OUTSWING/INSWING (30) ANCHOR LOCATIONS (FROM EDGE OF FRAME) Si 4( Si (18) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 3•I--qP. TMp- _TYP 75' MAX FRAME a 3 TYP.�-+ ° 3' TYP. --t: I i a0 II� �z I I 1 �.. I!I W - W PANEL DETAIL A7 u (8) ANCHOR LOCATIONS AT MULL N I I H I z 1 ! 0 c A7 I A7 Lu 1 PANELIaNTER 1 LL LL 0 I -x ^Lo L ! I % , CL fn 6-0 X 6-8 OUTSWING/INSWING (30) ANCHOR LOCATIONS (FROM EDGE OF FRAME) Si 4( Si (18) ANCHOR LOCATIONS (FROM EDGE OF FRAME) 3•I--qP. TMp- _TYP 75' MAX FRAME a 3 TYP.�-+ ° 3' TYP. --t: I i a0 II� �z I I 1 �.. I!I W - W PANEL DETAIL A7 u (8) ANCHOR LOCATIONS AT MULL m om T— 6-0 X 6-8 OUTSWINGIINSWING (28) ANCHOR LOCATIONS (FROM EDGE OF FRAME) (38) ANCHOR LOCATIONS „ES F. —(FROM EDGE OF FRAME) 2-118 X 3' PFH .�� Q-� - - 2- 88 X 3' PFM SCREW FROM �� ." •,••'• SCREW FROM ASTRAGALKIT 0 ASTRAGAL IIT —1- BOTTOM ASTRAGAL �: --- S TIKE PLATE Jam^- 1- TOP ASTRAL 1- BOTTOM SHOOT27 W. STRIKE PLATE DETAIL C7 -C7 DETAIL D7-07 BOLT INSERT PLUG DETAIL D7 -D7 I C ' jPXF OUTYANG OR INSWING OUTWING ONLY INSWING ONLY /j 29578 6" 6" 3� I--TY r� TVP. DETAIL B7 (10) ANCHOR LOCATIONS AT ASTRAGAL oxm m G.LUBBECKE O,.— S.SAFFELL JW032012FL aea 7 v 7 SEE NOTE #7 ON SHEET 1 EXTERIOR INTERIOR 1' MIN. 1' MIN. — 4 1 2 1' MIN. }-- 1" MIN. 4 1 EXTERIOR INTERIOR 1 4 1 112" MIN. 1 12' MIN. EMB. 1 12' MIN. MIN. 1 1 2 EMBED. 2' 114' 114' EMBED. MAX. 118 MAX.I----I 1' MIN SHIM SHIM E(TERIOR NTERIOR 1* MIN SEE NOTE 47 EXTERIOR INTERIOR SEE NOTE #7 1' MIN 2. ON SHEET 1 ON SHEET 1 INSWING OPERATING UNIT INSWINQ STATIONARY UNIT VERTICAL CROSS SECTION VERTICAL CROSS SECTION INSWING OPERATING UNIT INSWING STATIONARY UNIT SILL BOXED SIDELITE SILL VERTICAL CROSS SECTION VERTICAL CROSS SECTION HEADJAMS HEADJAMS I iw MIN. WMAX. EMgEp• I I"' SHIM SEE NOTE #7. NOTES: ON SHEET 1 FOR PLACEMENT OF 17W TAPCON ANCHORS IN 2X BUCK OR I. saN %[D1X BUCK CONCRETE/MASONRY OPENINGS, SEE SHEET 6 allIi, N I \ m�� -}— ` 5 OPTIONALLY. ANCHOR CAN BE PLACED IN NARROW SECTION N I % EXTERIOR O OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS � oe ^� a ACHIEVED. g gOg 1' MIN ITEM 1%, (010 X 2') ONE SCREW TO BE INSTALLED IN EACH 4X HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. 5 AT SILL. PLACE ANCHOR IN SILL BASE MATERIAL FOR a LL HINGE DETAIL ®MAXIMUM SUPPORT. 3 REO D STATIONARY UNIT INTERIOR 3 HORIZONTAL CROSS SECTION o INSWING SHOWN / a O w � 'a 7 2 1 1 2 6) s 0� INTERIOR 0 a o x f =g NLqZ o3 •" z 4 1 2 1' MIN. 3 zd [D1' MIN. ri EXTERIOR 1 -1 -is l' MIN. ��\ \ �� %%�\��g F. i�ry ? SEE NOTE 07 ��Q F,p �� o+*� 180/2012 I4 1 ON SHEET 1 Z :: �! • O Q -NONE I 1IV MAX. 114' MAX. IV 7 _ SHIM SHIM 1 12' MIN; * * _ G,lU89ECKE 1 12' MIN. EMBED. E • as m: SSAFFELL EMBED. INSWING LATCH JAMB AT FRAME INSWING HINGE JAMB AT FRAME 27 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION WI 9 3W032012FL FBPE CEF%h % .29 sin 5 w 7 1 F MIN. 1"MINCONCRETE?MIN. 1' MIN. 1' MIN. 1'MIN. MASONRY11/4•1i.MIN Fl" T MIN• BY OTHERS TVP. •. a MUJ. MIN. 1 1• NUN. EIMMR OTTERU)R EMS. ..: ', MIN. T MIN. 5 5 3 ,. .• 5 EMBED III M1111. _ "' '•`' EMBED '4's;t __ 3 .' ..• 2 .. •. CONCR MASONCONCR /r• +•. s.� BY OTHERRS I•I•. /Q� MASONRYJ_ �{ 7) i :� �.'• .. .;'". ,,. �° t/4' INTERIOR MBEMIN. BY OTHERS �./ EMBED T%/./ T /� /..j/./ // . / 1 I t^ 1' MIN 1• MIN � MAX SHIM 1/4' Or /./ MAX. // INSWING OPERATING UNIT MAX.. INTERIOR SHIM VERTICAL CROSS SECTION EXTERIOR SEE NOTE 07 , SHIM EXTERIOR INTERIOR -SILL ON SHEET 1 INSWINO OPERATING UNIT SEE NOTE 87 EXTERIOR VERTICAL CROSS SECTION SEE NOTE C7 ON SHEET 1 SEE NOTE 87 EXTERIOR INTERIOR OPTIONAL 1'BUCK ON SHEET t ON SHEET 1� CONCRETEI 3 � INSWING STATIONARY INSWING OPEM77NO UNIT VERTICAL CROSS SECTION UNIT �• \• MASONRY BY OTHERS VERTICAL CROSS SECTION HEAD JAMB HEAD JAMB 1 1l4' MIN EMBED' / / /,/, // INTERIOR � 8 X �� •. � •: ' 1' MIN. 5 • 8 3X . . ,.. — V MIN I'MIN IN 1• MIN 1 , \ EXTERIOR •C �o IVERTIC STATIONARY770M O oo g�• \ HINGE DETAI I VERTICAL CROSS SECTION BOXED SIOELITE SILL I'MIN. \\ \ \\\ `SEE ITEM 07 ► ° .+c LL -9 3 REO'Do 1• MM. I I I ON SHEET 1 114' MAX. t In n u• / ' ___"""111 I I ttt^^ / • SHIM 1 2 s / 114' MIN. EMBED 3 z 1 2 7 INSWING OPERATING UNIT a O IY-i HORIZONTAL CROSS SECTION I /O p \ IRTERIOR 11/4• MIN. EMBED OPTIONAL 1" BUCK w Q O 0 1' MIN. • Orn °� Q I. MIN. •' _ 5 2 I £ ZZ 08 1• MIN. 1 b \ % EXTERIOR .f I 1' MN. 1 1' MIN. V' X 4 zrz o 1' MIN. \_ z 2 \\\\ 1'MIN. EE NOTE 07I 51• I—NUµ I- MIN. • y ON SHEET 1 I 1/4' MNL I I 1• MIN. •\� -\\ ON SHEET 1 Z 5 SHIM _1 '� ��0�� ` I 1!4' MAX. 111•'•�� I 1 114• MIN. 1• MIN. ``��`, (.�S F.• N u 1 1!4' MRV. EMBED. SHIM EM9ED. UVSWIN 3 LATCH JAMB AT FRAME •� 1/4' MAIC. `� �� •• Z�?• V1�• �O oue:1/20/2012 INSWING HUVOE JAMB AT FRAME HORIZONTAL CROSS SECTION > SHIM so",NONE HORIZONTAL CROSS SECTION - -• . e 4 * * owo, m: G.LUBBECKE _ NOTES: �OPTIONALLY• ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETEMIASONRY 1 12' M1µ EMBEDMENT IS ACHIEVED. BY OTHERS43 EMBED + 1,Fj�i , t oa, im S.SAFFELL DFAWMen Yj>TEM 88. (810 X Y') ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE. CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRYA:ONpiETE CROSS SECTION OF HEAD JAMS INSTALL OR SIDE JAMB P``e7y 27W 99 a {Q� 3W032012FL SUPPORT. FBPE C 6 a 7 3�AT SILL. PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM I* MIN.T1• MIN. 1' MIN, i' MIN. 1• MIN. 1• MIN. CONCRETE/ MASONRY 1 114' `— 1' MIN. BY OTHERS TYP. MIN. 1'MIN.1 EMB, 1 114*MIN. 1' MIN. 1' MIN $ INTERIOR EXTERIOR > , 5 EMBED - 1 114' MIN. :$ 3 • ' EMBED •• i . • •.cam '' 3 Z T Z - CONCRETE/ MASONRY 11/4' MIN. , .... :a '". Y 'OTHERS / 1 BYMOTONRS�T I , EMBED I I ,• MIN 1• MIN / / MAX. SHIM 114' 114' // MAX. %/ OUTSWING OPERATING UNR MAX, p�pR SHIM AOR VERTICAL CROSS SECTION SILL SEE NOTE N7 OUTSWING OPERATING UNIT SHIM INTERIOR ON SHEET 1 VERTICAL CROSS SECTION SEE NOTE a7 WTERIOR SEE NOTE ff7 ON SHEET 1 SEE NOTE MI OPTIONAL 1" BUCK ON SHEET 1 ON SHEET 1 wERIOR EXTERIOR CONCRETE/ 3 1 OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT\ \ \,\\ MASONRY BY OTHERS VERTICAL CROSS SECTION VERTICAL CROSS SECTION \\ \, HEAD JAMB HEAD JAMB 1 114 MIN. EMBED S ..4 • .. ♦ 5 8 X 1' MIN. O\ 8 3X 1' MIN 1MIN Q t OU75N7N0 STATIONARY UNIT HINGE DET l VERTICAL CROSS SECTION 1• MIN. •\\ \ \�\ 3 REQ'D I BOXED SIDELITE SILL `SEE REM #7 1• MIN. I I ON SHEET 1 I I 114' MAX SHIM 2 z 8 ' 1 114' MIN. EMBED 1 2 OUTSWING OPERATING UNIT F�CTERIOR 1 1w AIN EMBED HORIZONTAL CROSS SECTION OPTIONAL 1" BUCK 1' MIN. • 1• MIN. ' 5 2 . 1 1' NUN. }. . \, % •t 1' MIN. 1 % 1 1' MIN. v INTERIOR %% Y MIN. \\ 1' MIN. �\\� -SEE NOTE 17� % 1' MIN. - . 1' MIN. ON SHEET 1 S I I 1' MIN. .v � . SEE NOTE �\ ON SHEET 1 1 114• MAX. 1 1 SHIM �l 1' MIN. I11177j 1 1MIN. f4• 1 1/4' MAX I 1 1!4' MIN. SHIM �i EMBED. 1' MIN. � T \. \\ �� / �S F' Q 77�j EMBED. I� JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME '� I I 1f4' MAX `�� l`�; L OUTSWINO HINGE HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION SHIM ? �� 7, 1 NOTES: . * OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCRETFJMASONRY 1 1w MIN. �, Rgft EMBEDMENT IS ACHIEVED. BY OTHERS EMBED ITEM 06. (#10 X T) ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. OPTIONAL O RRYIG CROSS SECTION JAMB OR INSTALL 4 SIDE JAMB 27 It - � T SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. - FSPE t � CeWj 1V0. 295 1' MIN. 1' MIN. J 4 1 2 1" MIN. 1' MIN. 4 1 P�1' MIN. w �\ 2 2 SEE NOTE #7 ON SHEET 1 1 112' MIN. 714' MAX. I 1 12" MIN. SHIM ---III INTERIOR EXTERIOR EMB. T U2" MIN. 1" MIN. EMB. EMBED. 7EMSED. OUTSWING HINGE JAM8 AT FRAME T Vii%%%i% oe"1 4 '% MAX. 114' �_ 114' %% MAX. OUTSWING LATCH JAMB AT FRAME 118" MAX. SHIM INTERIOR EXTERIOR SHIM SEE NOTE #7 EXTERIOR INTERIOR 1' MIN SEE NOTE #7 1' MIN ON SHEET 1 ON SHEET 1 OUTSWING OPERATING UNIT VERTICAL CROSS SECTION OUTSWING OPERATING UNIT OUTSWING STATIONARY UNIT SILL VERTICAL CROSS SECTION VERTICAL CROSS SEC71ON HEAD JAMB HEAD JAMB 1 1 MIN. lm* MAX eMeen. �' SHN SEE NOTE #7 ON SHEET 1 I' WN 1 ' INTERIOR L / % 'UNIT EXTERIOR HORIZONTAL CROSS SECTION OUTSWING SHOWN I '—'—(INTERIOR ' 1• MIN. ! P�1' MIN. �\ 1' MIN. SEE NOTE #7 ON SHEET 1 I 714' MAX. I SHIM ---III T U2" MIN. 1" MIN. EMBED. OUTSWING HINGE JAM8 AT FRAME 4 MAX. SHIM 1 1/2' MIN. EMBED. OUTSWING LATCH JAMB AT FRAME HORIZONTAL CROSS SECTION I '—'—(INTERIOR ' 1• MIN. ! 11 1' MIN. SEE NOTE #7 ON SHEET 1 I 714' MAX. I SHIM ---III T U2" MIN. EMBED. OUTSWING HINGE JAM8 AT FRAME HORIZONTAL CROSS SECTION NOTES: FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR 1X BUCK CONCRETE/MASONRY OPENINGS. SEE SHEET 4 OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. ITEM #8, (#10 X 2') ONE SCREW TO BE INSTALLED IN EACH HINGE AT JOB SITE, CLOSEST TO WEATHERSTRIP. 4 AT SILL, PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. MAX. 4 UNITS EXAMPLE: OXXO, OXO, OX ODL IMPACT (ALLEN) FULL LITE ODL LIP -LITE NON -IMPACT 3-0 X 6-8 SHOWN 3-0 X 6-8 SHOWN 8/8' MIN. 1 7/8` FOA REDISFJ+L GLASS SITE INTERIOR 1/8' TEMPERED FOAM GASKET INTERIOR 9 12 SIDE GLASS 1/8' TEMPERED SIDE GLASS � T If 1' MAX. 1 3/4' 1 3/4" 1' MAX. T- 1 1_ 0S09" AIR SPACES // APPLY DAP ALEX PLUS SILICONE 6- #8 X 2' OR ECIUN. BETWEEN PFH SCREW AT JAMBS BEFORE MULLING EACH MULLION TYP. GLASS OL REDISEAL OAM GASKET Z 1 3/8, BITE f-20 1/4" MAX. D.L. ACER 1 B2 B2 FIXED ACTIVE TTO .J U a c; in � 'v N MAX. 4 UNITS EXAMPLE: OXXO, OXO, OX ODL IMPACT (ALLEN) FULL LITE ODL LIP -LITE NON -IMPACT 3-0 X 6-8 SHOWN 3-0 X 6-8 SHOWN 8/8' MIN. 1 7/8` FOA REDISFJ+L GLASS SITE INTERIOR 1/8' TEMPERED FOAM GASKET INTERIOR 9 12 SIDE GLASS 1/8' TEMPERED SIDE GLASS � T If 1' MAX. 1 3/4' 1 3/4" 1' MAX. T- 1 1_ 0S09" AIR SPACES // I 3/4` AIRSPACE 2)1!8•AN AN (2)118'1 --il 1/2' MIN. GLASS GLASS OL REDISEAL OAM GASKET Z 1 3/8, BITE 0 090 PVB ACER a INTERLAYER DETAIL B2 DETAIL C2 BY SOLUTIA ODL IMPACT GLAZING DETAIL ODL NON -IMPACT GLAZING DETAIL �1 L NOA#0"208.01) MAX. D.L.O: 20 1/2" X 62 1/2" MAX. D.L.O: 21" X 63" _j ODL PLASTIC LITE KIT MATERIAL .`\ ��S F. O APPROVED UNDER NOA #10-1209.01 ��iQ o T DETAIL A2 (12) FASTENER LOCATIONS AT DOUBLE -BACK JAMB ATTACHMENT JELD-WEN DOOR INSTALLATION DETAILS STEEL 24 GA. WOOD EDGE OPAQUE & GLAZED SIDELITES UP TO 12'-0" X W-8" OUTSWINGANSWING GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT 94TERNATIONAL BUILDING COOE:Q.B.C.) & INTERNATIONAL RESIDENTIAL 'CODE (I.R.C.) AND THE CURRENT FLORIDA BUILDING CODES (FBC). PRODUCT HAS BEEN TESTED TO TAS 201-94, TAS 202-94 AND TAS 203-94. PRODUCT ALSO MEETS'HIGH VELOCITY HURRICANE ZONE' (HVHZ) REQUIREMENTS. 2. 1X AND 2X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 3. PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SMALL BE BEYOND WALL DRESSING OR STUCCO. 4. THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS FOR IMPACT RATED DOORS. FOR OTHER IMPORTANT INSTALLATION INSTRUCTIONS. REFER TO JEU3 WEN DOCUMENT #Jn108 (INSTALLATION INSTRUCTIONS FOR PRE -HUNG ENTRY DOORS) FOUND ON THE JELDWEN WEBSITE: JELD-WEN.COM/LEARN/RESOURCES/ INSTALLATION 8 FINISHING/. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED ON NON -IMPACT GLASS SIDFLITES. S. FOR DESIGN PRESSURE RATINGS, SEE TABLE 1, 37 SHEET 1. T. ALL FASTENERS IN WOOD SHALL BE COUNTERSUNK 3116' DEEP. EXAMPLE: 8. CORE DESIGN: EXPA D POLYSTYRENE WITH 1.0 TO 1.25 LBS DENSITY. BY JELD-WEN INC. 9. FACE SHEETS: 24 GA (0.021' MIN) THICKNESS. GALVANIZED STEEL WITH AVERAGE MINIMUM YIELD STRENGTH FY(AVE).40300 PSI. 12' MAX' FRAME TYP. IMPACT LITE NON -IMPACT LITE 14V MAX. FRAME 74' MAX. FRAME{ SEE SHT. #2 SEE SHT. #2 o ow G W O m LL LL F 371!2' MAX. OA aa'`na ;sae a��,: 6 FRAME TYP. 2 0 to + 60 +6* / NEGATIVE AS REQ. INSWING A TSS -Cng + 60 +65 NEGATIVE #10 WOOD INSTALLATION SCREW W11 112' MIN. EMBEDMENT STEEL AS REO. 5 3/16' ITW TAPCON ANCHOR W1 1 114' MIN. EMBEDMENT STEEL AS REQ. 6 #10 X 2' PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR 6 A —W 1 #8 X 2' PHILLIPS FLATHEAD WOOD SCREW STEEL - II 1YP. 8 09 X V PHILLIPS FLATHEAD WOOD SCREW STEEL i 9 1' OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINUM i i KWIKSET LOCK SERIES 400 STEEL 1 g KWIKSET DEADSOLT SERIES 780 STEEL t0 TYPE 1' OVERALL PLASTIC FRAME NON -IMPACT GLAZING IG BY ODI. PVC 1 O a 98 X 1 112' PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. l i AKT OPAQUE FULL LITE 3-0 X 6-8 ELEVATION SINGLE (X) & (0) 12' MAX' FRAME TYP. D.LO. BHT. 14V MAX. FRAME 74' MAX. FRAME{ MAX. PANEL WIDTH .36' o ow G W O m LL LL F n aa'`na ;sae a��,: 6 NO 2 0 to + 60 +6* / NEGATIVE AS REQ. INSWING A TSS -Cng + 60 +65 12-0 X 6-8 ELEVATION DOUBLE DOOR W1• FULL 3-0 SIDELITES (OXXO) TABLE 1 MVHZ APPROVED SYSTEMS: O, X. 00. XO m OX OXO, 000, OXX or XXO, OXXO. 000 W/ BOXED SIDEUTES SIZE QUALIFIES:OPAQUE ACTIVE PANELS AND IMPACTINON-IMPACT GLASS SIDELITES 15 MAX. PANEL WIDTH .36' 6A TALL SYSTEMS: DESCRIPTION MATERIAL (XX) (XXO) (OXXO) (X)(OXO) NO POSITIVE + 60 +6* 2 NEGATIVE AS REQ. INSWING POSITIVE + 60 +65 NEGATIVE #10 WOOD INSTALLATION SCREW W11 112' MIN. EMBEDMENT STEEL MAX.FRAME--j r– –75' MAX. FRAME --I 1112 VY MAX. FRAME [— 74* MAX. FRAME --I MU"O. -\'0/0. 0\0 in -'a Ar TrvE 8-0 X 6-8 ELEVATION 8-0 X 6-8. ELEVATION DOUBLE (OX) DOUBLE (XO) FPIEO - .�� FIXEQ 9-0 X 8-B ELEVATION TRIPLE (OXO) ACTIVE INAfI.IV� Digitally.signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2012.04.19 18:47:17 -04'00' DOUBLE (XX) P, 3 � O W C) IAN C) o 0 cob Z ,b 0f x Qo 10 N � � ZOZ Z Q LL! O 3 � N oae: 1/20/2012 NONE k a _ G.LUBBEO(E uc sr. S.SAFFELL fie 436 4e9 3W032012FL ).29578 — 1 a 7 COMPONENT LIST OVERHANG LENOTM * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING ITEM DESCRIPTION MATERIAL CITY. 1 NON -COMPRESSION SHIM (025' MAX. THK.) WOOD AS REQ. 2 Zx WOOD SUB BUCK (S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 3 lx WOOD SUB BUCK S.G. MUST BE 0.55 OR GREATER) WOOD AS REQ. 4 #10 WOOD INSTALLATION SCREW W11 112' MIN. EMBEDMENT STEEL AS REO. 5 3/16' ITW TAPCON ANCHOR W1 1 114' MIN. EMBEDMENT STEEL AS REQ. 6 #10 X 2' PHILLIPS FLATHEAD WOOD SCREW STEEL 3 OR 6 7 1 #8 X 2' PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. 8 09 X V PHILLIPS FLATHEAD WOOD SCREW STEEL 21 OR 28 9 1' OVERALL ALUMINUM FRAME IMPACT GLAZING IG BY ODL ALUMINUM 1 10 KWIKSET LOCK SERIES 400 STEEL 1 11 KWIKSET DEADSOLT SERIES 780 STEEL 1 12 1' OVERALL PLASTIC FRAME NON -IMPACT GLAZING IG BY ODI. PVC 1 13 98 X 1 112' PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ. MAX.FRAME--j r– –75' MAX. FRAME --I 1112 VY MAX. FRAME [— 74* MAX. FRAME --I MU"O. -\'0/0. 0\0 in -'a Ar TrvE 8-0 X 6-8 ELEVATION 8-0 X 6-8. ELEVATION DOUBLE (OX) DOUBLE (XO) FPIEO - .�� FIXEQ 9-0 X 8-B ELEVATION TRIPLE (OXO) ACTIVE INAfI.IV� Digitally.signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2012.04.19 18:47:17 -04'00' DOUBLE (XX) P, 3 � O W C) IAN C) o 0 cob Z ,b 0f x Qo 10 N � � ZOZ Z Q LL! O 3 � N oae: 1/20/2012 NONE k a _ G.LUBBEO(E uc sr. S.SAFFELL fie 436 4e9 3W032012FL ).29578 — 1 a 7 I�I OVERHANG LENOTM * NOTE: PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING I '� JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = �j OH LENGTH + OH HEIGHT IS b 1.0 OVERHANG RAno x qo MAX.FRAME--j r– –75' MAX. FRAME --I 1112 VY MAX. FRAME [— 74* MAX. FRAME --I MU"O. -\'0/0. 0\0 in -'a Ar TrvE 8-0 X 6-8 ELEVATION 8-0 X 6-8. ELEVATION DOUBLE (OX) DOUBLE (XO) FPIEO - .�� FIXEQ 9-0 X 8-B ELEVATION TRIPLE (OXO) ACTIVE INAfI.IV� Digitally.signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2012.04.19 18:47:17 -04'00' DOUBLE (XX) P, 3 � O W C) IAN C) o 0 cob Z ,b 0f x Qo 10 N � � ZOZ Z Q LL! O 3 � N oae: 1/20/2012 NONE k a _ G.LUBBEO(E uc sr. S.SAFFELL fie 436 4e9 3W032012FL ).29578 — 1 a 7 I 127 W. Fairbanks Ave. /g/A\\ BUILDING DROPS ' Suite 438 Winter Park, FL 32789 A Perfect Solution in Every Drop 407.644.6957 PH Certificate of Authorization: 29578 407.644.2366 FX contact@buildingdrops.com Product evaluation Report Of JELD-WEN, inc. Steel Wood Edge Steel Inswing & Outswing Opaque Door w/ Sidelites for Florida Product Approval L# F.1,15256 Florida Building Code 2010 Per Rule 9N-3 Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Steel Wood Edge Steel IIS & OIS Opaque Door w/Sidelites Material: Steel/Wood Product Dimensions: 149"X 81.875" (Maximum) Prepared For: ,Tl✓1_.D-WEN,1 isle. 3737 Lakeport Blvd. Klamatb Falls, OR. 97601 F O • 7 - Prepared by: Hermes F. Norcro. P.E. _ -o Florida Professional Engineer # 73778 ' Daze: 02/13/2012 _/0,n '•.'•� .....OP, \� ♦♦♦ Contents: /i �S G Evaluation Report Pages I — 4 O�''9/0NAL Installation Details Pages 5 — 6 //111111111��` Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.04.18 20:55:36 -04'00' '000000f BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies FL#:FL15256 Date: 02/13/2012 Report No: 1802 Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) Product Name: Steel Wood Edge Steel I/S & O/S Opaque Door w/ Sidelites 149" X 81.875" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E: does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions JW032012FL, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant 4. covering. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building 5. Code. Site conditions that deviate from the details of drawing JW032012FL require further engineering analysis by a licensed engineer or registered architect. r 6. See Installation Instructions JW032012FL for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 6 , a I � ! a � M /A\\ BUILDING DROPS FL#;FLiS2S6 Date: 02/13/2012 A Perfect Solution in Every Drop Report No: 1802 Certificate of Authorization: 29578 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 TAS 203-94 Referenced Data: 1. Product Testing performed by National Certified Testing laboratory, Inc. (FBC Organization # TST1589) Report M NCTL-210-3801-2, Report Date: 02/04/2012 Report #: NCTL-110-11987-1, Report Date: 04/06/2009 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) 3. Miami Dade BCCO (FBC Organization #: CER 1592) NOA #: 08-0206.01 n d Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: FL#:FL15256 Date: 02/13/2012 Report No: 1802 Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW032012FL) for anchor spacing and more details of the installation requirements. Design Pressure: *Product has not been rateo Tor water inmuauun. 11 OULIJUI Par 11—...6 J..• requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang (OH) ratio = OH length/OH height is 1.0. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 6 Design Pressure XX, XXO, OXXO X, OXO Positive 60 PSF* Positive 65 PSF* OutswingNegative 60 PSF Negative 65 PSF Positive 60 PSF* Positive 65 PSF* Inswing Negative 60 PSF I Negative 65 PSF *Product has not been rateo Tor water inmuauun. 11 OULIJUI Par 11—...6 J..• requires that product meets this requirement, product shall be used when installed at location protected by overhang such that overhang (OH) ratio = OH length/OH height is 1.0. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 6 1r,61 BUILDING DROPS A Perfect Solution In Every Drop Certificate of Authorization: 29578 x Fl-#:FLISM Date: 02/13/2012 Report No: 1802 Installation Method JELD-WEN, inc. Steel Wood Edge Steel Inswing & Outswing Opaque Door w/ Sidelites a: 149' MAX. O.A. FRAME 3"TYP. T TYP, C7 V dr –F3' T.YP Z i i ! = aS i Z 0 A7 A7 LL ILL 0 X X I 0 Zn a. D7 D7 0 co 47 37 112' MAX. a. o_ —74" MAX. O.A. FRAME O.A. FRAME YTYP. i 3"TYP--j II 3"TYP. In C5 C7 C7 Z Z a. co if 0 13� w w -I! LL LL 0 A ,, a. cif r to D7 T—,.415-/ Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 6 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 FL#.FLI5256 Date: 02/13/2012 Report No: 1802 -4 112112" MAX FRAME 3* TYP. 3* TYP-� 3"TYP.----i a: 0 Z Z (9 Z 0 = �w PANELCENTER A7 Z 4'S u.LL or- LLI Co -t ED PANECCE R ITT x 0 Hermes F. Norero, P.E. Florida No. 73778 Page 6 of 6 I-�3" TYP. 3"TYP.----i a: 0 Z (9 Z or- LLI PANECCE R 4",i 5 x 0 1 Q. 000 00 4 Hermes F. Norero, P.E. Florida No. 73778 Page 6 of 6