The URL can be used to link to this page

WS-15-1567Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237555 Permit Number: WS -6-15-1567 Scheduled Inspection Date: June 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: , KALYANI VENTURES, LLC Work Classification: Window/Door Replacement Job Address: 30 NW 92 Street Miami Shores, FL 33138- Phone Number Parcel Number 1131010170210 Project: <NONE> Contractor: S A B CONSTRUCTION SERVICES INC Phone: (305)970-9653 comments 13 OPENING TO REPLACE PERMIT WS14-1177' `---- INSPECTOR COMMENTS False June 29, 2015 For Inspections please call: (305)762-4949 Page 17 of 39 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid June 29, 2015 For Inspections please call: (305)762-4949 Page 17 of 39 Project Address Parcel Number Applicant 30 NW 92 Street 1131010170210 KALYANI VENTURES, LLC Miami Shores, FL 33138- Block: Lot: owner Information Address Phone Cell KALYANI VENTURES, LLC 30 NW 92 Street MIAMI SHORES FL 33150 - FL Contractor(s) Phone Cell Phone S A B CONSTRUCTION SERVICES IN( (305)970-9653 (305)822-3575 e of Work: 13 OPENING TO REPLACE PERMIT WS14-1 of Openings: 13 iitional Info: ssification: Residential inning: 3 Fees Due Miami Shores Village 10050 N.E. 2nd Avenue NW CCF Miami Shores, FL 33138-0000 4tflx Phone: (305)795-2204 Project Address Parcel Number Applicant 30 NW 92 Street 1131010170210 KALYANI VENTURES, LLC Miami Shores, FL 33138- Block: Lot: owner Information Address Phone Cell KALYANI VENTURES, LLC 30 NW 92 Street MIAMI SHORES FL 33150 - FL Contractor(s) Phone Cell Phone S A B CONSTRUCTION SERVICES IN( (305)970-9653 (305)822-3575 e of Work: 13 OPENING TO REPLACE PERMIT WS14-1 of Openings: 13 iitional Info: ssification: Residential inning: 3 Fees Due Amount CCF $4.80 DBPR Fee $3.45 DCA Fee $3.45 Education Surcharge $1.60 Permit Fee $230.00 ScanningMee $9.00 TechnoldgpFee $6.40 Total: CM $258.70 F, N c.n Valuation: $ 8,000.00 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due I Invoice # WS -6-15-56096 06/29/2015 Check #: 357 $ 258.70 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building El In consideMion 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 permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required fob LECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. b" OWNERS AF, FIDAVIT: Ice ' hat al a oregoing info Iati is accurate and that all work will be done in compliance with all applicable laws regulating constructio�nd zoning. F the o a e th e- ntractor to do the work stated. June 29, 2015 / Applicant / Contractor / Agent Build�g Department Copy une BUILDING PERMIT APPLICATION Miami Shores Village T' Building Department JUN 2015 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 (� Master Permit No. ~�o Sub Permit ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLICWORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP (j CONTRACTOR DRAWINGS JOB ADDRESS: N. IV. 6 2 City: Miami Shores County: Miami Dade Zia: 33is0 Folio/Parcel#: //— 316il'- 0 /'- 0 2/0 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: ��// SHA 6 OWNER: Name (Fee Simple Titleholder): 2 f ' %�% 64 hone#: ' Address: City: State Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: v �'r � `� T ✓nV��• o AVC. Phone#: 7p ` ~ `l/7 `491 Address- ?z 3 1 S'iJ • ST gdf % 7 City %G&e State: PC-- Zip: Qualifier Name: �mej ` • u.A 1046- Phone#: State Certification or Registration #: Iso Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#. Address City: State: Zip: Value of Work for this Permit: $ �� • Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: l?r%�%.aQ/j% % �%r1 / /-L�T�7►� Specify color of color thru tile: Submittal Fee $ Scanning Fee $ Permit Fee $ 0-3() ' CCF $_ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ _ (Revised02/24/2014) CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT:' Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. /-N „ Signature At Signatu OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foreg#g instrument was acknowledged before me this day of 20J 3�, by > day of ✓�'y'E 20 15— by �2{l 0J S�JsS k� J , who is personally known to uiry he)HYD e who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: PMIW Seal: BARBARA 01*TM BR 1� My COMMISSION ,Ma60418 EXPIRES �...._....... ES Ja?nutarwo onYr ltlfAPPROVED BY ( I�q t a (Revised02/24/2014) as me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: .l t 3W Plans Examiner _ Structural Review BARBARA cMME SRWM MV COMMISSION #FFC40418 EXPIRES JaMiary 2. 2018 as Zoning Clerk V., to '-ss- -An. xm STAIrr, OF FLORIDA DF, 'AI TFA ENT 00 -BUSINESS AND PROFESSIONAL REGULATION `COW§TRUCTIQN INDUS -TR -1f LlbiE LING 'OOARI)- (860)487-1,305 1940 NORTH MONROf50TREt--7 TALLAHASSEE FL -32399-0783 SUADE, JUAN CARLOS 9 go, SIINW y4W-. how ftiv 61W wan a YOUPW OLF _kW 1 6 V441 thol jo do b� m u*ar pft-*ftrs" 0*-. EI s es. Our ""On at the DeParbmmt Is: Liceow Ellideally, ReWfiale FaW. V* W strive to serve you better w ow you can serve your costars.Thank you for 4om9 In Fwft a,ndWngraAiWoni on ymw new Ircensei DETACH. HME The (38NERAL CONTRAC"TOR Nafned below IS CER71FIED Under Me PTOWSions,of Chapter 409 FS. E*imfion daW. AUO 31, 2016 I It COW13FIRil mlor tits provislarvt O:t Ch,482 F6. SUADF JUAN CALL D -S A B.CONT RACNO SE!Meg.S.INC 9239 SW21�� Vt #27 ISSUE01 -CaMM14 DMPLAYAS RSQUIRED BY LAW 3 K.W SEQ# L14COMMOM 01/11/2008 01:10 7862276300 MATT GUINN SHUTTERS PAGE 01 Local Business a Receipt Miami—Dade Caun4,. State or- Fionda imis 15 X0-'.5 ii"". - i;7) ka i 2AV 1 7 S I 570-3690 9t 8CVtQe RA"auco :n: xrs rfti:sLAT aca. EXP€RES. S" CO NITMC TING SVIVICF. NC B5WMVA-L 9�39Sia'47: V 27 SEPIPWOER 30, 2016 CUTLf-R SAV FL M-5'230 ctae:31er, a: p!.3^d _4 9u9•'v?" OLrsser: to AA OW09VO ;s-G.`CWF.". OV ¢•_•g�nyK SAS tiC1PiSRv1^T!V�i $e!i`.:a lib'C �sFit�}5 3 f'w!�':? �.i4Yina :-•_r?t i w>t�t�l' �Ec�!4sh l$iclrkafl8) � r;:.:' �•a�3< ;�v -,,y;; �:G-c�.'-•Gz 7bmtout btiTo".asUtRecrifi.only SmGKar+am, bra:!,7•..,':!r.-ccg;ohr�sr. p� ai s r1 Car !..raU2f M 1Ae Fq(!0!'G t�iiflC C0J6Nt. k eTC .liiYiCJ843, M.3f¢ci f ?� S �t?il is g h rpwpmtpf W -ft-AVOW aaivtelary to aveA iv�i�e Is r.::!Brei.:. ;v,a �asrm+ 11aRtl:E afQG,alta:aaur�6a�Wr5Tada.;aN.��,ttsrai;r...s,ou••ics:ri oe®a:mlasit ta.Cr& 't�edlp«'rolsrhJ�tiQn.;`.?;IN1�Vtl:'i�iF?id3:.a.g°:;�o>:�Y•; erdif SABCO-1 OP ID: SD ,4 oRv CERTIFICATE OF LIABILITY INSURANCE °061191°015 06/19/2015 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(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Kahn -Carlin & Company, Inc. 3350 S. Dixie Highway Miami, FL 33133.9984 CONTACT PHONE FAX Arc No Ext :305-446-2271 No): 305-04$-3127 E-MAIL ADDRESS: processing@kahn-carlin.com INSURER(S) AFFORDING COVERAGE NAIC S INSURER A: Essex Insurance Company 39020 INSURED SAB Contracting Services, Inc. Buade Construction Co. Inc. INSURER B: EACH OCCURRENCE $ 300,000 9239 SW 227 Street, 927 INSURERC: INSURER 0: Cutler Bay, FL 33190 INSURER E: 12122/2014 INSURER F: DAMAGE TO RENTED 100,00 PREMISES Ea occurrence $ COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: 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. INSR LTR TYPE OF INSURANCE kDDL SUBR POLICY NUMBER POLICY EFF MMIDD POLICY EXP MMIDD LIMITS GENERAL LABILITY EACH OCCURRENCE $ 300,000 A X COMMERCIAL GENERAL LIABILITY 3DV9198 12122/2014 12 V2015 DAMAGE TO RENTED 100,00 PREMISES Ea occurrence $ CLAIMS -MADE FKOCCUR MED EXP (Any one person) $ 5,00 PERSONAL &ADV INJURY $ 300,00 GENERAL AGGREGATE $ 300,00 GEN'L AGGREGATE LIM IT APPLIES PER: PRODUCTS -COMP/OPAGG $ 300, POLICY PRO_ LOC CT F $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea aaid.A $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ PERACCIDEN NON -OWNED HIREDAUTOS AUTOS UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED I I RETENTION $ $ WORKERS COMPENSATION C STATU TH- TORY'PER AND EMPLOYERS' LIABILITY YINLIMITS ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? NIA E.L. EACH ACCIDENT $ E.L. DISEASE- EA EMPLOYE $ (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below E.L. DISEASE- POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, if more space Is required) Re: General Contractor CERTIFICATE HOLDER CANCFLLATIAN MIAM-04 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. 10050 N.E. 2nd Avenue AUTHORIZED REPRESENTATIVE r Miami Shores, FL 33138 ©1988 2010 ACORD CORPORATION. All rights reserved. ACORD 25 (2010105) The ACORD name and logo are registered marks of ACORD lop JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW *" CONSTRUCTION INDUSTRY EXEMPTION This c erdes that the individual listed bek)w has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 1/15/2015 EXPIRATION DATE: 1/14/2017 PERSON: SUADE JUAN C FEIN: 010676087 BUSINESS NAME AND ADDRESS: S A B CONTRACTING SERVICES INC 9239 SW 227ST #27 CUTLER BAY FL 33190 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pwwsn t10 Chapter 44095{14). F.S.. an officer of a corporation who emits exemption form this chapter byfirms a oWaTumte of election under this section may not recover benefits or compensate under this chapter. Pursuant to Chapter 440.05(12). F.S-. Cerlftates of election to be exempt... apply only will& the scope of the business or trace bW on the rte at elecfton to to exempt. Pursuant to Chapter 441105(13), F.S. Notice of e3letdim to be OxelW and ooNcates of election to be exempt shall be subject to revocation #, at any time after the fWM of the nogm or the issumm of the cartillo te, the person named an the notice or cerii€ccate no lortger meets the re"kaments of this section for Issuance of a certificate. The department shall revoke a DFS-F24DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 06-19-2015 SAB Contracting Services, Inc. 9239 S.W. 227th Street, Unit 27 Cutler Bay, FL 33190 Licensed & Insured CGC#1504931 786-413-4101 Customer: John Humphreys Address: 30 N.E. 90th Street City: Miami Shores, FL Phone No: 305-300-2169 To Whomever this may concern; In reference to my customer indicated above, there is nobody else allowed to do any work on this project located at 30 N.W. 92nd Street. Sincerely, Owner State of Florida County of Miami -Dade The foregoing was acknowledged before me this 19th day of June, 2015. By John Humphreys who is personally known to me or has produced E) L. as identification. Seal07�m I BAABAR G NIA EMY COMMISSI.foaEXPIRES Jan(4" 39"im Fro►ida Notice to Owner - Workers' Com Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 nsation Insurance Exem Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami -Dade The foregoing was acknowledge before me this �� day of &10.0 , 20��. By who is personally known to me or has produced as identification. Notary: J _�'•.....:`:4�{ BARBARA QINl;9'I'@ S SEAL: €�; MV Cf1AAMISSIQN �} QgpgIS g, ........... ' �+ %c, EXPIRES Janilary 2.2W8 (407)38$8163 a.,.�,....-.__...___ 11 26.6M (4.7880 26+40.4-54.1 NOA 12-0113.01 37x50.625 (13.0180 12 Z4+40.4-43.8 NOA 130208.07 EWemab e 37x50.6%(13.0180 13 Z6+46.4-54.1 NOA 12-0113.01 8 111)03 (48.58 81) Z5+40.4-54.1 mastm 08N NOA 12-0113.01 29.5x26 (4.78 80 Z5+40.4-54.1 10 NOA 12-0113.01 9 1&W(4 ' 75 of) Z6+40.4-54.1 NOA 11-0807.03 Beth 7A 7B 7C SUSSMAN RESIDENCE � P t -- I,; 30 NW 92 Street 25+40.4-54.1 3 Miami Shores, FL ,esw 6ifte I. 74xB3 (3238 e0 1x4x1l8' mu0an 74x83 (3238 e0 MRH = <15' LNktg Rm � �) - � Z5+40.4-50.1 Z5+40.4-54.1 Z5+40.4-54.1 l -' 1�� without the use of tools or keys. •• ••• • NOA 12-0113.01 NOA 124=07 NOA 12-0113.01 V -1 F_i i �� _ • •• • • • • ••• • •• •• BedRm •• • • • •• � l no 7 • • • 5340.675 (18.63 80 r 25+40.4-64.1 NOA 12-0113.01 EWMable front door ••• ••• • • • • • no 1 . .. .. . . . .. .. FmMy Rm P� n mm -� 74X83(37.38 Z5+44 0.4-54.1.1 _ 6 D NOA 12-0113.01 - f - TI > 0 -a m r � 6 Z5+40.4-54.1 NOA 12-0113.01 Uft Rm 111x5o.625 (39.0280 Z5+40.4-54.1 NOA 12-0'113.01 -o 2 ti 28.528 (4.78 of) SUSSMAN RESIDENCE NOA 12-0113.01 KALYANI VENTURES LLC 28.5 W (8.99 ef) 30 NW 92 Street 25+40.4-54.1 3 Miami Shores, FL ,esw 6ifte Impact Glass Permit Layout MRH = <15' LNktg Rm Emergency Means of Egress doors and windows open/close from Inside without the use of tools or keys. •• ••• • • • • • •• • •• • • • • ••• • •• •• BedRm •• • • • •• • • • • 5340.675 (18.63 80 r 25+40.4-64.1 NOA 12-0113.01 EWMable front door ••• ••• • • • • • no 1 . .. .. . . . .. .. Z5+40.4-54.1 NOA 12-0113.01 Uft Rm 111x5o.625 (39.0280 Z5+40.4-54.1 NOA 12-0'113.01 -o 2 ti 28.528 (4.78 of) Z5 +40A - 54.1 NOA 12-0113.01 28.5 W (8.99 ef) 25+40.4-54.1 3 NOA 12-0113.01 I I I I I I garage I I I I IT. 0000•• 0000 I 0000 0000•• 0000 • • • 0000 • •• 0000•• • •• 0000•• • • • • 0000•• 0000•• • • 0000 0000 0000• 0000 0000 0000• ••• 6 0000•• 0.660• • •6 06 •• • • • •0.00• •0000• • • • • 0.0.0• •0000• • • • • • 0000 • •• I RADS ENGINEERING., W.C. Kd - .85 : 2100 W 76 Street, Hialeah,. Florida 33016 FLORIDA BUILDING CODE, 2010. Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE ;175 MPH VVIND ZONE', ... . 0000. 0000 0000 0 0000 0000 00000 .60 0 0 0 ... 4 •P , is buff not less than 4% of least horizontal dimension or 3 ft. (h = m an roof height n NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE ' TAKEN FOR FLAT. RO FS. .7 Interior & Exterior Zones (4&5 -Walls). Positive Pressures Exposure C For the 175 ' mph Wind Zone � CATEGORY 2 Effective Wind Area (or, Tributar Area in Square Feet. Hight 10' 20 30, 40 50 60 (Maximum) `1.00 0.95 0.92 0.89. 0.88 0.66 15 40.4 38.5 37.5 36.7 � 36.1' 35.7 20 42.7 `40.8' 39.7 38.9.38.3 37.8 25 .44.6 42.6 41.5 40.6 40.0 39.4 30 .46.5. 44.4 43.2 423 j 41.7 41.1 40 49.4 47.2 45.9 44:9 44.2 43.6 50 51.8 49.4 48.1 47.1 � .46.4-- Length of End Zone (a): 10% of least horizontal dimension or .4whichever i Interior Zone (4 =.Walls) Negative Pressures Ex osure.0 the 175 mph Wind Zone CATEGORY 2 Height (Maximum) -For Effective Wind Area (or, Tributary - Area in Square Feet 10 20 30 40 50 60 -1.10 .-1.05 -1.02 -0,99 -0.98 -0.96 15 -43.8 -42.0 -40:9 -40.2 -39.6 -39.1 . 20 -46.4 -44.4 .-43.3 -42.5 .-41.9 -41.4'. 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43:2 30 -50.5 -48.4 -47:2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -50,1 , -49.1 ;48y4 ••.-;t?.8 50 -56.2 45.7• 60 53.7 51.2' 49,8 48.8 j 48.1 -55.8. 47.4 Interior Zone (4 =.Walls) Negative Pressures Ex osure.0 the 175 mph Wind Zone CATEGORY 2 Height (Maximum) -For Effective Wind Area (or, Tributary - Area in Square Feet 10 20 30 40 50 60 -1.10 .-1.05 -1.02 -0,99 -0.98 -0.96 15 -43.8 -42.0 -40:9 -40.2 -39.6 -39.1 . 20 -46.4 -44.4 .-43.3 -42.5 .-41.9 -41.4'. 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43:2 30 -50.5 -48.4 -47:2 -46.3 -45.6 -45.1. 40 -53.6 -51.4 -50,1 , -49.1 ;48y4 ••.-;t?.8 50 -56.2 -53.8 -52.5 -51,5 *-64.1 • . .1 60 -58.2 -55.8. -54.4 -53.4 -60.6 ,` ' =52.0 ' Exterior Zones (5-' Walls) Negative Pressures .Negative . 0 Exposure C For the 175 mph Wind Zone 0 ... *0 � �' 0000 •. CA.TF...GORY 2 Height Maximum Effective Wind Area or, Tributa" Area in Square Fe�.';. • 10 20 30- 40 0 • • :1:40 .. -1:29 -1.23. ' -1.19 -1.15 ' ..:.1.13 'I'5 -54.1 . -50.4 -48.3 -46.8 -45:6 � -44.7. 20 -57.2 =53'.4,.,; . -51.1 -49.5 -48.3 =47.3 25 -59.8 -55:8 . '-53.4 -51.7 -50.4 ' -49.!1 30 -62.3 -58.1 -55.7 `-53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 �-55:$`= - 50 -69.3 -64.7 -61.9 -6,0.0 -58.5--5" 60 -71.9 -67.0 -6.4.2 -62.2 -60.6 ,` N ...... .... . . ...... . .. ...... . . .... . . ..... ...• ...• ..... ... . ...... . . ...... . .. .. .. . . ..... . . . r I SUSSMAN RESIDENCE KALYANIVENTURES,LLC 30 NW 92 STREET MIAMI SHORES, FLORIDA IMPACT GLASS PERMIT LAYOUT OPENING SCHEDULE 13 Openings (1-13) MRH = <15' Opening Location & Applicable NOA Width i Height Actual Tributary Area Square Footage Design Pressure (Ref. RAMMS Engineering, Inc. ASCE 7-10 Design Pressure Letter- worst case negative loads per worst case tributary area and applicable wind zone) Zone Interior = 4 Corner = 5 1 - NOA 12-0113.01 53 505/8 18.63 +40.4 / -54.1 5 2 - NOA 12-0113.01 111 505/8 39.02 +40.4 / -54.1 5 3 - NOA 12-0113.01 261/2 38 6.99 +40.4 / -54.1 5 4 - NOA 12-0113.01 261/2 26 4.78 +40.4 / -54.1 5 5 - NOA 12-0113.01 37 38 9.76 +40.4 / -54.1 5 6 - NOA 12-0113.01 74 63 32.38 +40.4 / -54.1 5 7A - NOA 12-0113.01 74 63 32.38 +40.4 / -54.1 5 7B - NOA 12-0222.07 1x4 Mullion 63 +40.4 / -54.1 5 7C - NOA 12-0113.01 74 63 32.38 +40.4 / -54.1 5 8 - NOA 12-0113.01 111 63 48.56 +40.4 / -54.1 5 9 - NOA 11-0907.03 18 38 4.75 +40.4 / - 54.1 5 10 - NCIA 12-0113.01 261/2 26 4.78 +40.4 / -54.1 5 11 - NOA 12-0113.01 261/2 26 4.78 +40.4 / -54.1 5 12 - NOA 13-0206.07 37 505/8 13.01 +40.4 / -43.8 4 13 - NOA 12-0113.01 37 505/8 13.01 +40.4 / -54.1 5 Total Square Footage --> 265.22 Labrador & Fundora Corp. dba V&V Windows Series "200" Aluminum Horizontal Sliding Window - L.M.I. Product Control Notice of Acceptance No. :12-0113.01 Expires: 12/30/2015 Labrador & Fundora Corp. dba V&V Windows Series "100" Aluminum Single Hung Window - k.M.4.� Product Control Notice of 9.0 9 Acceptance No. :11-0907.0300:0• 9 009900 00 0 Expires: 10/20/2016 00000 • • • • • • . 000009 Eco Window Systems, LLC Series "Eco -Guard 500" Outswing Aluminum Casement Window -L.M.I. Product Control Notice of Acceptance No.: 13-0206.07 Expires: 05/19/2016 Gopi Glass Sales & Services Eexp.. • • • • Clipped, Extruded Aluminum Tub�Tlldllion - LM1 Product Control Notice of • .. .. Acceptance No.:12.0222.07...... Expires: 03/28/2017 • • .. •... 00 0 0000 0 0 0000 0000.. 0000 . . 0000 .. 0000.. 0000.. . . 0000 00.. . 0 0 0 00000 0000 0..• 0000. ... . 0000.. . . 0000.. 0 .. .. •. 0 ...... 00 000000 . 0 . . 0000.. . . . 0000.. . 000. . 0• Property Search Application - Miami -Dade County 11 1 Summar• ~�~� Property Information Folio: 11-3101-017-0210 Property Address: 30 NW 92 ST Owner KALYANI VENTURES LLC Mailing Address 1015 BELLE MEADE ISLAND DRIVE MIAMI, FL 33138 Primary Zone 0800 SGL FAMILY -1701-1900 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/2/0 Floors 1 Living Units 1 Actual Area Sq. Ft Living Area Sq. Ft Adjusted Area 1,493 Sq.Ft Lot Size 7,500 Sq. Ft Year Built 1941 Assessment Information Year 2014 2013 2012 Land Value $100,962 $67,734 $54,059 Building Value $102,069 $102,911 $119,126 XF Value $0 $0 $0 Market Value $203,031 $170,645 $173,185 Assessed Value $187,709 $170,645 $173,185 Benefits Information Benefit Type 2014 2013 2012 Non -Homestead Cap Assessment Reduction $15,3221 $0 1 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description 1 53 41 CANADAY EXTENSION PB 41-71 LOT 20 LOT SIZE 75.000 X 100 OR 18497-4683 02 1999 1 COC 23549-1475 06 2005 1 Page 1 of 1 Taxable Value Information •• 0 0000 . • 2014 2013 2012 County Exemption Value $0 $0 $0 Taxable Value $187,709 $170,645 $173,185 School Board Exemption Value $0 $0 $0 Taxable Value $203,Q31 ' $1-4(,645 ..$1701185 City 00 *00:00 ' • • • Exemption Value Taxable Value 0 0 010 $487A,?09 0 $0 44WO645 • $0 :�T??3185 0000 0000 0000. Regional • Exemption Value •.'•.$0 '.•' ;$0 0000.. $0 Taxable Value WI,YQ9 $170,645 $17.3,185 00.000 Sales Information •• • • • • • • •• 0 0000 . • Previous OR Book- • • • • Price Qualification Description Sale Page 03/27/2014 $180,000 29092-4849 Qual by exam of deed 2008 and prior year sales; Qua] by 06/01/2005 $350,000 23549-1475 exam of deed 11/01/2003 $259,000 21883-1599 2008 and prior year sales; Qual by exam of deed 02/01/1999 $114,000 18497-4683 2008 and prior year sales; Qual by exam of deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp (http://www.miamidade.gov/info/disclaimer.asi)) http://www.miamidade.gov/propertysearch/index.html 6/4/2014 0000 *:Goo* 0000 0000 .. 0000.. 0000.. 0000.. . . 0000 100. 0 . . . 0000. 0000 0000 0 0 0000.0 . .. .. .. .1..1. 00 0000.0 . . . . 0000.. 01000 :0100: 0000 .. Detail by Entity Name Detail by Entity Name Florida Limited Liability Company KALYANI VENTURES, LLC Filing Information Document Number L12000146241 FEI/EIN Number 46-1443305 Date Filed 11/20/2012 State FL Status ACTIVE Effective Date 11/26/2012 Principal Address 1015 BELLE MEADE ISLAND DRIVE MIAMI, FL 33138 Mailing Address 1015 BELLE MEADE ISLAND DRIVE MIAMI, FL 33138 Registered Agent Name & Address SUSSMAN, HAROLD S 5300 N. FEDERAL HIGHWAY FORT LAUDERDALE, FL 33308 Authorized Person(s) Detail Name & Address Title MGR SUSSMAN, HAROLD S 5300 N. FEDERAL HIGHWAY FORT LAUDERDALE, FL 33308 Annual Reports Report Year Filed Date 2013 03/25/2013 2014 04/28/2014 Document Images 04/28/2014 -- ANNUAL REPORT Page 1 of 2 http://search. sunbiz.orglInquiry/CorporationSearch/SearchResultDetaillEntityName/flal-11... 5/30/2014 . . .... . .... 60000* • . .••• .... .... . . • • .... .... . ... 00 • •.•••• • •• • •... http://search. sunbiz.orglInquiry/CorporationSearch/SearchResultDetaillEntityName/flal-11... 5/30/2014 .•0000 •... 0000 .. 0000.• • •• ..Y..• • 00006 •f•. {.•f 00!00• • •• •• •• • • • •....• 0000•♦ • • • • • 0000 • •• FA Detail by Entity Name View image in PDF format 03/25/2013 -- ANNUAL REPORT View image in PDF format 11/20/2012 -- Florida Limited Liability View image in PDF format Copyright © and Privacy Policies State of Florida, Department of State Page 2 of 2 http://search.sunbiz.orglInquiry/CorporationSearch/SearchResultDetaillEntityNamelflal4l ... 5/30/2014 0000 • • 006.9 **sees • • e e es • 98.90 • 600:6.9 s• a 0000•4 • • •0.999 •e•• 0.960 • • ss.9• .9000 .90:00 •9000• • •e• 09009 00 s0 •• a 006•.9• .9 0.900•• e• • • 9 s •00000 *sees* • • e • • • • •• 6.906• http://search.sunbiz.orglInquiry/CorporationSearch/SearchResultDetaillEntityNamelflal4l ... 5/30/2014 **so • • 0000.. 0000 . . ..•9•• • .• •0.•6. • • • • 0066♦. 600.9. • • 6040 6000 •• o • •0000 ..0•9000 •..e • • *:Soso • 60 •• •. 0 • • ...•o• so 6660.• •0.00• • • • DESCRIPTION: Series 1120011 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11, 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 daze 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, civ,%%V, model/series, and following statement: "Miami -Dade County Product Control Apltrove:', unlesS'dtRerwise" noted herein. • • • 0 190 • • 0 0000•• •• • 0000•• RENEWAL of this NOA shall be considered after a renewal application has been Fid1id and there has been• no change in the applicable building code negatively affecting the performance of�tkis pr�oducti • • • • • :*so TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change • o • in the materials, use, and/or manufacture of the product or process. Misuse of this 0 *0- �s an er{�cTts�ment0 0 • • • •000.0 of any product, for sales, advertising or any other purposes shall automatically terWuuWahis NOA. Failure 00 to comply with any section of this NOA shall be cause for termination and removal of NSA, • • 00:0 ADVERTISEMENT: The NOA number preceded by the words Miami-Dlde• Coup ' Florida, aides*: followed by the expiration date may be displayed in advertising literature. If any portion 9JJ6e0NOAs1s displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0824.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ` NOA No. 12-0113.01 Expiration Date: December 30, 2015 MU4MbDADE C Approval Date: March 01, 2012 Page 1 MIMI®D>i4DE_.� MIAMI -DADS COUNTY s 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) 315-2594 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidaae. o�y/pe—ria l 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 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 1120011 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W10-26, titled "Series 200 Alum. Horiz. Sliding. Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 04/23/10 with revision B dated 11/22/11, 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 daze 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, civ,%%V, model/series, and following statement: "Miami -Dade County Product Control Apltrove:', unlesS'dtRerwise" noted herein. • • • 0 190 • • 0 0000•• •• • 0000•• RENEWAL of this NOA shall be considered after a renewal application has been Fid1id and there has been• no change in the applicable building code negatively affecting the performance of�tkis pr�oducti • • • • • :*so TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change • o • in the materials, use, and/or manufacture of the product or process. Misuse of this 0 *0- �s an er{�cTts�ment0 0 • • • •000.0 of any product, for sales, advertising or any other purposes shall automatically terWuuWahis NOA. Failure 00 to comply with any section of this NOA shall be cause for termination and removal of NSA, • • 00:0 ADVERTISEMENT: The NOA number preceded by the words Miami-Dlde• Coup ' Florida, aides*: followed by the expiration date may be displayed in advertising literature. If any portion 9JJ6e0NOAs1s displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10-0824.05 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. ` NOA No. 12-0113.01 Expiration Date: December 30, 2015 MU4MbDADE C Approval Date: March 01, 2012 Page 1 .goes. sees . • a . • •00• a •• • • 406000 o •• •e.... . e • : 000000 .ee.•e e • see* 0006 e . a a .sees 0000 0000 e . 00000 00e a •0000• . o . . e 000000 • •. g• •. • • • 00.000 0 0:0000 • • • 0 • 0 • o • • a •000 • •• Labrador & Fundora Corn. 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 marked -up drawings and installation diagram of horizontal slider, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF--0126.01-10, dated 06/08/10, signed 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 0900 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPontZeNemouft.&.Co., Ina..... for their "DuPont SentryGlas® Interlayer" dated 08/25/11, Miring on 41 14/17. •; 2. Notice of Acceptance No. 114624.01 issued to E.I. DuPont!DW#moud Z Co., ItiV"" for their "DuPont Butacite@ PVB Interlayer" dated 09/08/f 1;g76;piring qV%2/11/1 f : • • •; • F. STATEMENTS .... .... ..... 1. Statement letter of conformance, complying with FBC-2007 4*4*d*F.*�B*C-20'1;W,'a�d of financial interest, dated November 21, 2011, signed and sealed ipy avad Ahmad, P. E. •; 2. Laboratory compliance letter for Test Report No. ATLSF4126A19-10, issw&by • • ° • • American Test Lab of South Florida, Inc., dated 06/08/10, sig t:• 14d sealed by • • • • Edmundo J. Largaespada, P. E. (Submitted wader previous NO►A# 10-OU4,05) G. OTHERS 1. Notice of Acceptance No. 10-0824.05, issued to Labrador & Fundora Corp. dba V & V Windows for their Series "200" Aluminum Horizontal Sliding Window - L.M.I., approved on 12/30/10 and expiring on 12/30/15. Ma rez, P.E. Product ontrol xaminer NO .12-0113.01 Expiration Date: December 30, 2015 Approval Date: March 01, 2012 E-1 0..... . 0000.. ...... 0000. 0000. ...... . . .00.00 0000.. . .... 0000 0000 .. .. 0000.. 0 00.00. 0000 0000 0 0 0000 0000 ... . 0..0.• . .. •. .. . ....0. . 0000.. . . . 0000 .. 8' MAX. HEAD/SILL CORNERS C �E WINDOW WIDTH 9" MAX. HEAD/SILL A F -T ii 3/18" ANN. GLASS 1/8" HEAT SfREN'D. GLASS _ n THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. o I. .090" INTERLAYER SUTACRE PVS BY 'DUPONT' BUTACITE PVS BY 'DUPONT` SEN RYGLAS BY 'DUPONT' FALSEMUNTINS (SURF APPS) 32 5/8" 33" IISS D.L OPG. D.L. OPO. 36 3/4" VENT WIDTH ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g4,JH arowing no. W10-26 3/18" ANN. GLASS 1/8" HEAT SfREN'D. GLASS 3/18° HEAT STREN'D. GLASS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. .090' INTERLAYER .090" INTERLAYER .090" INTERLAYER SUTACRE PVS BY 'DUPONT' BUTACITE PVS BY 'DUPONT` SEN RYGLAS BY 'DUPONT' SERIES 200 ALUMINUM HORIZONTAL SLIDING WINDOW 3/19° ANN. GLASS 1/5" HEAT STREN'D. GLASS 3/18" HEAT SIREWD. GLASS DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER SILICONE SILICONE SILICONE CHARTS SHOWN ON SHEET 2. - DOW CORNING 995 DOW CORNING 998 DOW CORNING 995 PECORA 895 PECORA 895 PI:CORA 895 APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER i II A !. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING 22 ii 22 1 1 22 1 H MIAMI—RADE COUNTY APPROVED MULLIONS IN BETWEEN. i Ii j! ii LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. iii d III THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CDIiPL`i WW 7iHE• • • ai REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010EDMON INCLUDING• • • • •o 10 10 HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • i • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERL>r TO TRMNSWJ* • • • " ••• C SS TYPE `H' GLASS TYPE 'C GLASS TYPE 1)' LOADS TO THE STRUCTURE. • • 000 • • • • • .. • , , ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS E , /CA AHMAD Psc=nAY 8W0thREVISED � EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. GLAZING OPTIONS FL CA.X p 7D592 B dia8 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN iNESE DETAINS • • • A+ �Na1�b� Ut ARE NOT PART OF THIS APPROVAL • • • • • • • • • • Ba IO° ••• • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANEHOAS INTO WOOID ONW o • • • • • • • BY • • • • • • • • • Mim» de MATERIALS INCLUDING BUT NOT LIMITED TO //METAL SCRWIS, TWAT COME &IlD* • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g4,JH arowing no. W10-26 0000 . 0.0000 0000 . 0000000.. . 0 00000. . .. 0000.. 0000.. .06 99. . . 0000 0000 9 9 6 00006 0000 0000 0000. ... . 0000.. . . •.9.96 6 .0 .. •. . . .69..6 . 600000 . 0 . 0000.. 6 0000.. 0 0 900. . •• DESIGN LOAD CAPACITY - PSP (%O OR OR SIZES) DESIGN LOAD CAPACITY - PSF (%O% SIZES) WINDOW DESS. WSNDOW DINE. GT�88 TYPES GLASS TYPE A 'B' EXT.(+) & 'C' INT.(-) EXT.(+) 'D' INT.(-) Wm HEIGHT 28-1/2• 37" 53-1/8° 74' 2V 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 90.0 6 70.0 70.0 80.0 90.0 26-1/2° 37° 83-1/8, 74" 38^3/8" 3 70.0 70.0 60.0 90.0 4 70.0 70.0 60.0 90.0 8 70.0 70.0 80.0 90.0 B 70.0 70.0 60.0 90.0 26-1/2' 37' 63-1/8" 74' 80-8/8' 3 70.0 70.0 1 80.0 904 4 70.0 70.0 80.0 90.0 6 70.0 70.0 80.0 90.0 1 8 70.0 70.0 80.0 90.0 26-1/2' 37° 83-1/8' 74' or 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 6 70.0 70.0 80.0 90.0 6 70.0 700.0 80.0 89.0 24' 38' 48' 60' 7Y 24' 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 a 70.0 70.0 60.0 90.0 7 70.0 70.0 80.0 90.0 8 70.0 70.0 Bo.O 90.0 24' 36' 48' 80' 72' 36' 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 90.0 704 80.0 90.0 70.0 60.0 90.0 24' 36' 48' 60' 72' 48° 90.0 70.0 80.0 90.0 704 BOA 90.0 70.0 80.0 $770.0 90.0 70.0 6D.0 90.0 70.0 80.0 90.0 24• 36' 48' 9o• 72' 60" 70.0 804 90.0 4 70.0 1 70.0 1 80.0 90.0 8 70.0 70.0 80.0 90.0 7 70.0 70.0 80.0 90.0 8 70.0 70.0 80.0 904 24• 36' 48' 60 72' 63" 3 70.0 70.0 80.0 90.0 4 70.0 70.0 80.0 90.0 a 70.0 70.0 80.0 90.0 7 70.0 70.0 80.0 90.0 8 70.0 70 9o.q� • • •• A = NO. OF ANCHORS:PER HEAD •e 94: ••• • • • • ••• • • • • (1/2Ki (1/2W) (1/3W) (2/3W) ••• • • • • • • • OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 0OPFMT1NG VE" TO BST 113 OF•TRE WINUDW WIDTH 'XO OR OX' 'XO OR OX' ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • A = NO. OF ANCHORS PER HEAD & SILL DESIGN LOAD CAPACITY - PSF (%O% SIZES) WSNDOW DINE. GLASS TYPES GLASS TYPE A IS. & 'C' 'D' WIDTH HEIGHT -(+)• INT.(-) EM.(+) INT.(-) 74° 106-1/4' 111" 26' a 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 80.0 74• 106-1/4" 111" 38-318' 8 70.0 70.0 60.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 74' 106-1/4' 111° 80-8/8• 1 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' 106-1/4' 111" 63= a 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 90.0 12 70.0 70.0 80.0 88.0 72' 84' 88' 108° 36" 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 80.0 12 704 70.0 90.0 80.0 48' a 704 704 80.0 90.0 9 70.0 70.0 80.0 90.0 11 70.0 704 804 90.0 12 70.0 704 804 90.0 184* 80"11 a 70.0 70.0 804 80.0 9 70.0 70.0 80.0 90.0 70.0 70.0 80.0 90.0 70.0 70.0 60.0 90.0 83' 70.0 70.0 60.0 90.0 r12 70.0 70.0 80.0 90.0 70.0 70.0 80.0 90.0 70.0 1 70.0 80.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 7r. JAVAD AHM PRODUCT REVISED CNtI FlBdidmg A PE 70x92 aAN A pial lon O /3 $ 6acpkationData y �ypV1 W10-26 WSW) WSW) (1/3W) =t> <= OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 7r. JAVAD AHM PRODUCT REVISED CNtI FlBdidmg A PE 70x92 aAN A pial lon O /3 $ 6acpkationData y �ypV1 W10-26 (1/4W) (1/2W) (1/4W) =t> <= OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' 'XOX' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 7r. JAVAD AHM PRODUCT REVISED CNtI FlBdidmg A PE 70x92 aAN A pial lon O /3 $ 6acpkationData y �ypV1 W10-26 0000 .. 0000 0000.. 0000.. 60 .. .. . 0000.. 0 . 0000.. . ... 0000. 0000 0000 0000. . 0000 0000 . . ...... 000.0. . 00000. .0 . 0060.0 . . . .. . 0000 . . . 00000. . TYPICAL ANCHORS SEE ELEV. FOR SPACING ADHERED TO SILL WITH SILICONE TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES• W1 - 3/4" X 1-1/8" WEEP SLOT AT 2" FROM EACH END WITH PLASTIC BAFFLE. W2 = 3/18" 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. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2-3/16' X 1/8' X 3' LONG AT FIXED MTG. RAIL LOCATIONS -------------------� MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA j t I I TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACQN BY 'ELCO' (Fu -177 KSL Fy-m 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 MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE — 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f o - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. I o _ En9n .IAV 1r.ODUCPRmnffD .FIA. PE 70892 �cmnp,Y� W�9w FWTffis 1 � • CAI, BuRdia9�° v o. pecep}imoe No Date TYPICAL A@1CHORS OR SP SPACING drawing no. Na ��p11 W10-26 sheet 3 of 6 •• .. 00 : : : : :o: L INT.,S 0 t ••• •• • al f e' •pis • • • • •�TYPIAPi�HORSSEE•�-FOR • • • •••WoD PACING BUC ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2-3/16' X 1/8' X 3' LONG AT FIXED MTG. RAIL LOCATIONS -------------------� MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA j t I I TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY V & V WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACQN BY 'ELCO' (Fu -177 KSL Fy-m 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 MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. = .090") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE — 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f o - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. I o _ En9n .IAV 1r.ODUCPRmnffD .FIA. PE 70892 �cmnp,Y� W�9w FWTffis 1 � • CAI, BuRdia9�° v o. pecep}imoe No Date TYPICAL A@1CHORS OR SP SPACING drawing no. Na ��p11 W10-26 sheet 3 of 6 1/1V MAX. VENT WIDTH SHIM IleMAX © D.L.OM 7 O SHIMS 3 TYPICALANCHORS20 23 � ANCHORS EE O FOR SPACING y SPACING 24 �J a.0, 18 I IL — 0 STRUCTURE . ' p a LL 2D ISIS dd _----_SCREENS On. -- Adl • .1 BY D.L OPG. • WOOD BUCKS W Z N G q 28 8 .Ft,jj �i EXTERIOR WINDOW WIDTH 0 Xo LAYOUT .. g VENT WIDTH VENT WIDTH 1/4° MAX. 1/a° SHIM SHIMS z MAX. © D.L. DPG. ' © D.L. DPG. 25B 4 WOOD BOOK 20 23 TYPICAL ANCHORS O SEE ELEV. D STRU v FOR SPACING < o Y 2a 24 s'MY vb l 13Y WQ D.L OPG. •WOOD BUCKS 4 28 8 v EXTERIOR < c g g WINDOW WIDTH Y �ir c11oRs XOX LAYOUT o FOR SPACING a MIAMI—DADE COUNTY APPROVED MULLION & MUWON ANCHORS • • • • • • SEE SE�4RAT4NO6 . • o O =� t� •• ••• •• • • �• 1 c E4gn JAVAO AWAD' PRODUCT RWASED 7p�e N • ••• _ ♦i it CA $� 2whbtlmFlggP� p • • • • • — --- ------ �0�1is drawing no. • • • • • • • TYPICAL ANCHORS p, `ii W 10-26 SEE ELEV. FOR SPACING Sheet 4. Of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0000 0000.. 0000 e . 0000 .. . . e . .. 0000.. 0000.. 0000.. . . 0000 sees e 0000. 0000 0000 0000.. . .. .. .. .see.. so .00000 . . . . 0000.. 0000..e 0000 .. FRAME HEAD f -1.187--i— .078 TYP. 2.765 FRAME SILL 1.420 oso 1YP. SILL TRACK 966 482 TYP. .843 601 ,.476 .937 1-1 .080 ,.728 .808 � .875 VENT TOP/BOTTOM RAIL I U JAMB ADAPTER 2.063 .062 Q82 rn'' 1.1ao J 1.775 .967 t3 SILL RISER 1.,88 © JAMB STILE .126 .500 i�7 1.788 O7 MEETING RAIL ® FRAME JAMB ,-- F, 2.187 1.878 1.139 ALUMINUM BAR 1 ITBM PART # QUANTITY DESCRUMON MATERIAL MANE./SUPPI.DER/RSMARHS 1 V103 1 FRAME HEAD 3083—TB — 2 V202 1 FRAME SILL 0083—TS — 3 V203 1 SILL TRACK 6063—TS — 4 V201 2 FRAME JAMS 3083—TB 886 • • • • .Oi2•TYP. • • • • • 8 Y205 AS READ. FRAME JAMB ADAPTER 3083—T8 — 6 V104 I 1/ VENT FRED MTG. RAIL 6063—TB — 7 V204 1/ VENT VENT UREILOCK 8033—T6 — S V209 1/ VENT JAMB STILE 6063—T8 GLAZING BEAE•• ••• 9 V107 2/ VENT TOP AND BOTTOM RAIL 3083—TB — 10 V1o3 AS READ. GLAZING BFAD 5033—TB — 13 — AS REDD. ADD—ON SILL RISER 6033—T6 USE AS RECD. 14 — 4/ VENT ROLLER HOUSING & GUIDE CELCON — 76 V208 2/ VENT ROLLER BRASS — 16 V207 2/ VENT ROLLER PIN ST. STEEL — 17 #8 X 1-1/4° AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS 18 #S X 3' 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS 19 — AS RECD. FIN SEAL W STRIPPING ULTRAFAB 20 914BOU AS READ. BULB SEAL (DUAL DUROME119k T—SLOT=90, BULB=73) NEOPRENE UUYRAFAB 22 914SQU JAS READ. GLAZING BEAD BULB (DUAL DUROMETER, T—SLOT-60, BULB -73) NEOPRENE ULTRAFAB 23 — 2/ VENT SWEEP LATCH AT 6-1/2° FROM EACH END 24 #8 X 3/4' 2/ LATCH LATCH INST, SCREW ST. STEEL PH SMS 26 — 2/ WON. WEEP VALVE 2 — 1/ VENT 5/18' BOX SCREEN — OPDONAL 27 #8 X 1/2° 2 BAFFLE INSTALLATION SCRENS PH TENS FIXED MTG. RAIL •• ••• • • • • • •• 886 • • • • .Oi2•TYP. • • • • • • • • • • • • • • • Engr. 'JA .887 FLA. I .I 70892 CA4 GLAZING BEAE•• ••• ••• ••• ••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W10-26 sheet 501 Q 0000 0.0000 0000 .. 0000.. 0000.. 0000 0 0 00000 .000 ...• 0000. ... . 0000.. 0 . 0 0000.. 0 00 .. .. . 0 ...0.. 09 .0000.. . 0 . 0000.. 0000.. . . •0000• • • • 0000•• 0000• • • •6••• •0000• ••0000 • • • 0000•• 0000•• • 0000• • • • • ••• • 0000•• 0000 0000 0000 0000 • 0060•• • • •• 009006 • • • 0000 • •• e • •99• o �\ 2� '6 �'to JtvN m cater 04-23-10 'ons SEPoES 200 ALUM HORIZ 9JDOJG WDW. (LNJ.) AL-PAROOQ CORPORATION +� c ¢ no a 83Cr1 Otl ENGINEERS & PRODUCT DEVHtAPME m a 0 1�r c 1• A 111.16.10 Na MANGE MiS SHM Labrador & Fundoro Corp. 1235 S.W. 87 AVE T e t1M-11 NO CMNGE 1Ns SHEEP dt. V & V Windo•s ML4MI, FLORIDA 33174 dr. ey: Ha100 2355 West 4th Ave. C N Hialeah, Fl. 33070 �-t3W 264alW FA)L(30S) 262-6978 a1 0) ° eNc by: M- (305) 989-4151 FAX (305) WS -1042 COMP -ANL W70- SW I 0000 0000.. 0000 . . 0000 .. 0000.. 0000.. 00.0 0 00000 0000 0000 0000. ... . 0000.. . . 0000.. . .. .. 0. . ...00. 00 .00000 . 0 . .:o00.. . . 0000.. . . 000. . .• e M® DQE MIAMI -DARE COUNW PRODUCT CONTROL SECTION DEPARTMENT OR 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) 315-259 NOTICE OF ACCEPTANCE (NOA) w%yw.mlamidaae.aovinera� Gopi Glass Sales & Services Corp. 7450 NW 416'Street Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M95-16, titled "Aluminum Tube Mullions", sheets 1 through 4 of 4, dated 12/05/95, with revision F dated 02/17/12, prepared by 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—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 Ap;JroVkT", unle atherwise *" noted herein. RENEWAL of this NOA shall be considered after a renewal application has been.0dsand there hhas been 0 • • . no change in the applicable building code negatively affecting the performance of tkis product e • • • TERMINATION of this NOA will occur after the expiration date or if there has b'ebh'a revision Sr change- in hangein the materials, use, and/or manufacture of the product or process. Misuse of this)JbA ss an $jg9jment;.;;; of any product, for sales, advertising or any other purposes shall automatically terpliogtG,this NOq. Failure to comply with any section of this NOA shall be cause for termination and removil of NIDA. . e 0098:6 ...999 ADVERTISEMENT: The NOA number preceded by the words Miami -%de. Uounty, Florida, atxl...: followed by the expiration date may be displayed in advertising literature. If any portion ofWe NOAOis displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA 010-0107.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 12-0222.07 Expiration Date: March 28, 2017 „ 117#2 Approval Date: April 26, 2012 V�'J Page 1 4444 • 4444.. 4444 4444 .. 4444.. . .. 4444.• 4444.. 4444.. . . 4444 4444 4444. 00.. 4060 444.4 .•• . •00000 ••s.40 . .6 .. .. . 0 0 f•0... 0 • • • 664404 • • • • • • •004 . 00 Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M95-16, titled "Aluminum Tube Mullions", sheets 1 through 4, dated 12/05/95, with revision F dated 02/17/12, prepared by Al Farooq Corporation, signed and sealed by 3avad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked up drawings and installation diagram of aluminum fined windows mulled together, prepared by Fenestration Testing Laboratory, Inc., verification Test Report No. FTL-5378, dated 10/04/07, signed and sealed by Michael R: Wenzel, P.E. (Submitted under previous NOA No. 06-0210.07) 2. Test reports on: 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4.) Large Missile Impact Test, FBC TAS 201-94 5.) Cyclic Loading Test, per FBC TAS 203-94 along with marked -up drawings and installation diagram of two mulled side-by-side series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc.; Test Report No. HETI-02-1145B dated 04/30/02, signed and sealed by Hector M. Medina, P.E. (For reference only) (Submitted under previous NOA No. 02-0826.03) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading pe rPA 2of.... • 6 • .. • . along with installation diagram of window prepared by HurAry ie!Xnginc g & •' Testing Inc., Test Report No. HETI-96-512, dated 02/02/9Crsi%wd and w44let by • • • • • Hector M. Medina, P.E.• • • • • • : 0 6 0 4: (Submitted under previous NOA No. 99-0331.02) "" ... C. CALCULATIONS.. •... 1. Anchor verification calculations and structural analysis, complyft with FBC-2010, prepared by Al Farooq Corporation, dated 02/15/12, signed and siSaled jy�Ta w ;0000; Ahm&d,004 :....: 0000 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel Per Product Control Ex ner NOA No. 12-0222.07 Expiration Date: March 28, 2017 Approval Date: April 26, 2012 E-1 Govi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and no financial interest, dated February 16, 2012, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL-5378, issued by Fenestration Testing Laboratory, Inc., dated 10/04/07, signed and sealed by Michael R. Wenzel, P.E. (Submitted under previous NOA No. 06-0210.07) 3. Laboratory for Test Reports No. HETI-96-512 and HETI-02-1145B issued by Hurricane Test Laboratory, Inc., dated 02/02/96 and 04/30/02,respectively, both signed and sealed by Hector M. Medina, P. E. (Submitted under previous NOA No. 99-0331.02 and 02-0826.03 respectively) G. OTHERS 1. Notice of Acceptance No. 104107:03, issued to Gopi Glass Corporation for their Series Clipped Aluminum Tube Mullions - L.M.I. ', approved on 03/10/10 and expiring on 03/28/12. '-,;Y-aiu,, - 011 Manuel Per .E. Product Control E a er NOA No. 12-M2.07 Expiration Date: March 28, 2017 Approval Date: April 26, 2012 E-2 ••00 • • . . .... 00000• •• • 0000 • 0000•• •t • 000000 0.0.• 00 • • • 0000 0000 •0.0• ••0.0• • •t• •000• • •00••• • 0 • • t • • • • 00.0.0 :009:9 • • • • • t • • 0••0.0 so 0 ego• •••• '-,;Y-aiu,, - 011 Manuel Per .E. Product Control E a er NOA No. 12-M2.07 Expiration Date: March 28, 2017 Approval Date: April 26, 2012 E-2 0000 0000.. 0000 . . 0000.. 0000.. • • 0000 s•.• 0000• ••• • 0000•• 0000.• • •• •• •• • • • 0000•• 0 so • 0000 4. 6.000 IES Lj EYP. I�-2M—_V IE MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING ALL MULLIONS 6063 -TS MIN INSTRUCTIONS: . USE CHARTS AND GRAPHS AS FOLLOWS. • . STEP 1 DETERMINE DESIGN LO MOUIRES 0ER ** 7 • • • • • FOR PARTICULAR OPEN G. • • • • • • • STEP 2 USE MIAMI-DADE COUNTY•APPRw1i1D•GLWNG4PRGDUC% • • • MEETING ABOVE LOAD REOUVREMFIM • • • • • • �7EP_-3 USE CONNECTION TO MMM AR 9a PRd5ft • • • APPROVAL. USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH 4 STEP DESIGN RATING MORE THAN DESIGN LOAD sPECinm IN STEP 1 ABOVE.• 0000 • • USING ANCHOR TYIWS ON SHKr 4 AND �NCMR •FNft • • STEP 5 ON SHEET 3, SELFCT•AMCHDR•TYPE WITH•DESIGN RATtft • • MORE THAN THE OGSIG1 j LOADII SPESIFIED IR RTEi• 1 ARDA • • LOWER VALUES FROM GUCTS t�lRy.'�OPr t�jiSRTS • • OR ANCHOR CHARTS WI PCY TO ENTIRE SuO ' MULLION CLIP (saes -Te) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. MULLION CLIP (6m -Ts) (ALT. TO ANGLES) CHIP LENGTHS MUST BE CUT TO FR SNUG INTO TUBE MULLIONS. ANGLE CLIP (WWW -s6) CTANGULAR ALUMINUM TUBE MU ING MULLION PROPERTIES ONLY THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MAIM" BICLUDING BUT NOT LIMITED TO STEEL AL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CDOE,;FCRgN 12003.8.4. r. 1 ut. MULLION SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. EnO C Ammm AND CAN BE USED WITH ALL MIAMI -DARE COUNTY APPROVED CIla pEL'" IMPACT AND NON -IMPACT RESISTANT PRODUCTS. C • Q • • �tL 1; • • t .•. . . • . •.• • • • •• •• • • • •• •• ••• • • • ••• • • RBVLSED B With dt%Fhwh In 0 OQ < W a W LL In $ � Imo - N M N aZrj Z) 0 0- 81, J. ,B drowing no. M95-16 0000 . 0 0.0000 0000 . . ... • 0000 0000.. . .. ...... • • 0000.. 0000.. .00. .00. 0000. 0000 0000 0000. .0. . .00.00 0000.. . .. .. .. • ...... . .. 6:0090 . . 0000.. . . • 0000.. . • 0000 .. N a 0 z H N O N a Q O J z a H 0 TRIBUTARY WIDTH - INCHES in a 0 J z U H N W O 4 UI a 0 J z U H U O GuzwaGIN. �� MG PRODUCT. ! PRODUCT m4mu § z Iii� P' S�q gaaQ ryS cl 7 3 MUWON NOTE: C G/ 4 lld MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 4 N VERTICALLY OR HORIZONT, LY. g a W (INTERPOLATION BETIb,T.kIS ALLOWED) t MOD.=REVMD N FLA. PE "OW.. " ak Q4 Wlfltstal 9 C tesNo /% a drawing no. ( pmdud M95-16 MULLIONS sheet 2 of 4 m r------��r-------- ` N H 4- /4' l i ih i i� �i m O O e v m QAaINO i i GLAM. �� i PRODUCT yi PRomq 20 30 40 SO 60 70 m 70 anmown m BO TRIBUTARY WIDTH - INCHES 20 30 40 50 601 80 TRIBUTARY WIDTH - INCHES �� MULION SPAN MEN mm■mmmown m MULLION LOAD CHART TYPICAL MULLION ARRANGEMENTS Z _ -. 2• . e fuse 6H63-76 G21t67t N WIDTH (W) = wt 2 W2 ■Q��\��615\ D N MEN P, M m .a `y c z Co. NOTE: C G/ 4 lld MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 4 N VERTICALLY OR HORIZONT, LY. g a W (INTERPOLATION BETIb,T.kIS ALLOWED) t MOD.=REVMD N FLA. PE "OW.. " ak Q4 Wlfltstal 9 C tesNo /% a drawing no. ( pmdud M95-16 MULLIONS sheet 2 of 4 anmown m MEN mm■mmmown mmmmmm m■\\mom ° ■Q��\��615\ MEN NOTE: C G/ 4 lld MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED 4 N VERTICALLY OR HORIZONT, LY. g a W (INTERPOLATION BETIb,T.kIS ALLOWED) t MOD.=REVMD N FLA. PE "OW.. " ak Q4 Wlfltstal 9 C tesNo /% a drawing no. ( pmdud M95-16 MULLIONS sheet 2 of 4 0000 0000.. .... . . oese • .... .0000. . 00 00.000 • 0000.. .0000. • 0000 0000 0 000000 00000 00000 0000. .. 0000.. . . 0000. .... .. .. .. • • 0000.. .0000. . 0 . 00 00.. . . 00 0000.. 0000 . •. QT ANCHOR LOAD CHART TRIBUTARY WIDTH - INCHES 7 TRIBUTARY WIDTH - INCHES tI 0 0 H W O TRIBUTARY WIDTH - INCHES 0 0 H N TRIBUTARY WIDTH - INCHES sTYPE Mcxom TYPE NGFUMM& NUUM NOTE: G ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER BOR c AAp1� rG N PM SIO LOCATIONS AT HEAD, SILL OR JAMB ENDS. ARO aTo BE 0 SC M FOR ANCHORS DESCRIPTION SEE SHEET 4. _ !i� alAzwc 1t (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) PRODUCT ti I I RO21N0 � Ii IIS \ANMAA ('IAR II .. I 1 GUM 111 CAM 11 ANCHM TYPE 'ate---__•usz_=J.i 11 •pRn1y1CT_ 2 ii0 f 11 By • • ., MICHGRS -•__T.II}I • • •`IIS• 1G• �.i•,� �ORG • MU • • •• • • • • • ' W1 W2•• ••• •• • • • •• NAD ' FIfA. PB ',.8�9G2 TYPICAL MULLION rARRANMIENTS • • • •'s •' • •' • t1✓ ?1 WIDTH (W) _ 'Nt•+ • •• • • • •• • • e ..: .' ..' '.' ANCHORS r • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • droning no. M95-16 0000 0000.. 0000 . . • 0000 .. 0000.. • 0000.. • • ..6s 0000 0000. • • 0000 • . 0000 00.86 ... • ...... 60.086 • • • • .. • • • 60 0. • • ...... .0000. • . • ..88.0 • •0000• • . • ANCHORS TYPE 'A' • d/4' DIA. ULP .TO ACWMODATE 1/ ANGLE A. 81. 82 OR .ELIP.ANGLE TO MASONRY ALUM ANGLE O 14 S.M.S. 2/ ANGLE �0 3/ ANGLE rl/4' -- c-= - ��---- -- ULTRACONS MUWON ED- 2/ ANGLE IBY OR 28Y 4 .00 BUCK -MULLION 4 e 2 X 2 X 1/8' ' CONCRETE OR ALUM ANGLE MASONRY BLOCKS 2-5/8' LONG 1 0 I t I I i I a ° 1.SOO ZZ $1 ANCHORS TYPE 'B2' ACONS 4° 4 .1/4^ DIA ULTRACONS ANGLE 2 X 2 X 1/8 - ALUM 2/ ALUM ANGLE a PtaS.M 2/ ANGLE < 4 MULLION 1BY OR 28Y MULLION wow BUCK 2x2x 1/8^ e ALUM ANGLE 2-8/8' LONG ----r------- e. I _ I � ' I � I QQ g I I I I - _-_1__-- -_ G . 1.500 e MAX. d ANCHOR 2x2X 1/8' ALUM ANGLE 1 j I I e 14 S.M.S. • • • • • • • ��--=--1"!'-, 1 2/ ANGLE • • • 1 • • 1t8O0• I 1/4' DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE MIN. EDGE DIST. MIN. EMBEDMENT WOOD t' 1-3/8' BLOCK 2-1/2' 1 -1/4 - CONCRETE 2-1/2' 1-1/4" • •• • I • • • • • 1 • • • • • I I NOTCH ANGLES TO • • • I MISS MARBLE SILL • • • •1 • • i • • • • 1 OR TRIM vi I . .. .. .. a 8 m-111HINs°23/ o IN ALL CUPS AND ANGLES TO RT SNUG INTO TUBE MUWONS.• • • • a • • . e ° CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY O 09 PROT WITH AUOLLhRESISTANT COATINGS, SUCH AS BITIIMINGUSPAINT ORE�� • �• • • f/4" OIA WATER -WHITE METHACRYLATE LACOUER. • • ULTRACONS• • • • • �1/ ANGIEMIGLE ••• • • • • • • ••• • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHORS TYPE 'C' NkCH WMB HULK OTT. A§ PER .TO ACWMODATE A. 81. 82 OR .ELIP.ANGLE TO MASONRY 2x2x1/8^ ALUM AN �0 3/ ANGLE rl/4' -- c-= - ��---- -- ULTRACONS IMULUON 2/ ANGLE 4 � i MULLION 4 e as � ' CONCRETE OR qr MASONRY BLOCKS 2 X2X1/W ALUM ANGLE 3-8/8' LONG I I I 1 Ig g i O °'.e'` f t e 4 . 14 TYPE OTT. A§ PER A. 81. 82 OR �0 Y ��---- -- IMULUON ao OW 1/g^ MAX � i as � �H ONE PIECE CLIP ALTERNATE TO ANGLES ALL CASES ZZ $1 O ALUM ANGLE cn I a 2 X 3/4 X 1/8" ' O O -1-FOR E NNB F' 2-S/' FORS' LONG J 3-5/8' LONG (FOR 4'. 8' & 8' TUBES) 7 ACCESS HOLE La 0] Ww Lo O ®14 S.M.S. h V 2/ ANGLE (CHART A & 81) _ 3/ ANGLE (CHART 82 & C) TUBE MULLION z 3 �i X14 F.H. S.M.S. Lll`�, 2/ ANGLE (CHART A TI 3/ ANGLE (CHART B2 TUBE MULLION 4/ ANGLE (CHART C ANCHOR DETAIL #1 M • S -rag' JAYAD AHMAD •� WOOD BUCKS NOT BY GOPI GLASS PRonu vtSEP '3J MUST SUSTAIN LOADS IMPOSED. `PW (i 70582: c"meFloride D. t BY drovnng no. ' M95-16 sheet 4 0 4 0000 0000.. 0000 . . • 0000 .. . . 0000.. 0000.. . . 00000000 00006 0000 0000 0000. ... . 0000.. . . 0000.. . .. .. .. • 0000.. • . 0 0000.. . . 0000.. . . • 0000.. APPROVAL DOCUMENT: Drawing No. W11-38, titled "Series 100" Aluminum Single Hung Window (L.M.I.)", sheets 1 through 7 of 7, dated 07/15/2011 with revision "A" dated 10/04/2011, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otlierwlae notp#. • • • herein. : . ° . • RENEWAL of this NOA shall be considered after a renewal application has been, filed and Tare has been • • • no change in the applicable building code negatively affecting the performance of this►prvduct. - TERAUNATION of this NOA will occur after the expiration date or if there has.B r a revisiop o:•changq...� in the materials, use, and/or manufacture of the product or process. Misuse of this 1$V.4:V an endowment of:..* any product, for sales, advertising or any other purposes shall automatically termUt0 Jbis NOA. Wilure to • • • • comply with any section of this NOA shall be cause for termination and removal of.VQA,. • , ADVERTISEMENT: The NOA number preceded by the words Miami -Dade CQunty,: FlaAda, anti • • • followed by the expiration date may be displayed in advertising literature. If aAy dor ion of t�p��10A t •. displayed, then it shall be done in its entirety. 00:0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. �� NOA No.11-0907.03 5 + Expiration Date: October 20, 2016 �at%.IVx Approval Date: October 20, 2011 Page 1 MlAM MIAMI-�DADE COUNTY L:• 'j11,1i : a PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 a BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.M1am1dgde&w]Pera/ Labrador & Fundora Corp dba V & V Windows 2355 W 4th Avenue Hialeah, FL 33010-1454 b-r� SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA- Product Control Section to be used in Miami --Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11100" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: 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., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otlierwlae notp#. • • • herein. : . ° . • RENEWAL of this NOA shall be considered after a renewal application has been, filed and Tare has been • • • no change in the applicable building code negatively affecting the performance of this►prvduct. - TERAUNATION of this NOA will occur after the expiration date or if there has.B r a revisiop o:•changq...� in the materials, use, and/or manufacture of the product or process. Misuse of this 1$V.4:V an endowment of:..* any product, for sales, advertising or any other purposes shall automatically termUt0 Jbis NOA. Wilure to • • • • comply with any section of this NOA shall be cause for termination and removal of.VQA,. • , ADVERTISEMENT: The NOA number preceded by the words Miami -Dade CQunty,: FlaAda, anti • • • followed by the expiration date may be displayed in advertising literature. If aAy dor ion of t�p��10A t •. displayed, then it shall be done in its entirety. 00:0 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. �� NOA No.11-0907.03 5 + Expiration Date: October 20, 2016 �at%.IVx Approval Date: October 20, 2011 Page 1 • • 6666•• 6666•• 6666• 6666•• • • 6666•• • 6666•• 6666 6600 6 • • • • 60 000 • • 6666•• •06• 6666 6666 s•0• ••660• Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. Wli 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 2411 3.2.1, 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 1. Anchor verification calculations and structural analysis, complying with FBC-20 10, prepared by Al-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 0600 1. Miami -Dade Department of Permitting, Environment, and Regulatory Af�afItERAj' • • ; • 6 • • • • E. MATERIAL CERTIFICATIONS •' • :" 0000. • 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont llggimours. co., 1& for their "DuPont Sentry Glass® Interlayer" dated 03/2.6/2010, 'expiring on:**. 01/14/2012. 00•06• • V: ••••• 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont L7el%mours'& Cao., Inc • for their "DuPont Butacite@ PVB, Interlayer" dated 04.76 dll, 0expi mg an..:. 12/11/2016.•' •"' .. 0000.. .• • 0000 . 6 F. STATEMENTS 0000 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2010, dated 10/04/2011, signed and sealed by Javad Ahmad, P. E. r f Jaime D. Gascon, P. E. Product Control Section Supervisor NAA No. 11-0907.03 Expiration Date: October 20, 2016 Approval Date: October 20, 2011 E-1 0000 0000.. 0000 . . 0000 .. 0000.. • 0000.. • 0000 0000 . 0 00006 0000 0000 0000. ... . 0000.. 0000.. . . .. . .. .. • ...... 0.000. . . • 0 • . 0000.. . :000.: • . • . 000. . .. Labrador & Fundora Corp dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 2. Statement letter of no financial inter6st, conformance and compliance with the FBC 2007/ 2010, dated 07/12/2011, signed and sealed by Javad 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'*. ated .07A 1/2011, 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. . . .... ...... ...... .. . ...... •••. ••r• • •••• ••••• ••••• ••••r• . ••• •.••• •• •• .• • •r•.•• • r••r••00 00*0 • • • C' Jaime D. Gascon, c Product Control Section Supervisor NOA No. 11-0907.03 Expiration Date: October 20, 2016 Approval Date: October 20, 2011 E-2 •s�• • � � • • • • •��• • • • • •• � � • • •��• •��• • ♦ � � • • • • • • • • • • •��• � • • s •��• • • � � � • THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 100 ALUMINUM SINGLE HUNG WINDOW 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—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • • • • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERI: TO TRANSFER • • • • s • • LOADS TO THE STRUCTURE. • • • • • • • e • a • ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DW AWWWRS • • • • • • • • • • e • • • • EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING 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 ANCHO:S INTO 'W:& ONLY.. • • • • • • • • • • • MATERIALS INCLUDING BUT NOT UMTIED TO STEEL/METAL SCR F T CDME INTO• • • • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEEf`ffHH REQWRfMENTS • • • • • OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 0 • • • • 0 • • • 1 I 1 I I I 47 1/8' D.L. W.W. P BY s zni) na vie- -9 ie— e�;eE� 'sem � arawmg no. W11-38 i.f. o 0000.. .f.i . • .iii • .. .iii.. . ii ii1,ff. 0 i 00000. � • {.ilii iii.. 0000 fi0i • i .ii.. .{i • .iiff. 0060 • i • 0 . • i 00 00 •• • f..00. 00.01,0 • . . .0 00.0 . i.• iiif. • . • i . i.if • i • • i. • EQUAL LITES EQUAL LITES WINDOWS DIMON LOAD CAPACITY - PSP agg WINDOW DIMS. GLASS TYPEGLA83 'A' TYPES 'B' & 'C' GLABB TYPE 'D' WIDTH I HEIGHT l9(T.(+)I 1M.(-) EXT.(+) 1M.(-) EXT.(+) 1M.(-) 19-1/8" 26-1/2' 37' 42° 48' 83-1/8' 26" (3) 80.0 60.0 75.0 75.0 80.0 120.0 00.0 60.0 75.0 78.0 60.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 00.0 60.0 75.0 75.0 86.0 120.0 00.0 80.0 78.0 75.0 80.0 120.0 19-1/8° 26-1/2' 37" 42" 48" 83-1/8° 38-3/8° (4) 00.0 00.0 1 75.0 75.0 80.0 120.0 60.0 60.0 75.0 78.0 80.0 120.0 eD.O 804 78.0 75.0 80.0 120.0 60.0 00.0 75.0 75.0 80.0 1 120.0 60.0 60.0 75.0 75.0 80.0 1 120.0 80.0 80.0 75.0 75.0 80.0 120.0 19-1/B" 37" 42" 48" 83-1/8° 50-5/8' - (6) 60.0 60.0 75.0 75.0 80.0 120.0 60.0 60.0 75.0 78.0 80.0 120.0 80.0 00.0 1 75.0 75.0 80.0 120.0 60.0 60.0 1 75.0 75.0 80.0 120.0 80.0 60.0 75.0 78.0 80.0 120.0 60.0 60.0 78.0 75.0 80.0 120.0 19-11r 26-1/2' 37" 42° 48" 53-1/8' 88" (8) 60.0 00.0 75.0 78.0 80.0 120.0 60.0 80.0 78.0 75.0 60.0 120.0 60.0 80.0 75.0 78.0 80.0 120.0 80.0 60.0 75.0 75.0 80.0 1204 60.0 60.0 1 754 75.0 80.0 120.0 60.0 604 754 78.0 80.0 120.0 19-1/8° 26-1/2" 37" 42' 48' 53-1/8' 00" (7) 60.0 60.0 75.0 1 75.0 80.0 120.0 60.0 604 78.0 75.0 80.0 120.0 60.0 60.0 78.0 75.0 80.0 120.0 60.0 604 75.0 1 75.0 804 120.0 80.0 60.0 75.0 75.0 80.0 120.0 80.0 60.0 75.0 1 75.0 80.0 120.0 19-1/8" 26-1/2' 37" 42" 48"804 53-1/8" 63" (7) 604 604 78.0 75.0 80.0 120.0 80.0 604 75.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 60.0 60.0 75.0 78.0 80.0 1204 60.0 75.0 75.0 80.0 120.0 60.0 80.0 75.0 75.0 80.0 120.0 19-1/6' 2e-1/2° 37" 42' 48" 72" (8) 75.0 75.0 80.0 120.0 80475.0 75.0 80.0 120.0 NOBoo 80.0 75.0 75.0 80.0 120.0 80.0 75.0 75.0 80.0 120.0 - 75.0 78.0 80.0 120.083-1/8' - 754 75.0 80.0 120.0 19-1/8" 26-1/2° 37' 42" 48" 53-1/8" 74-1/4° (e) 80.0 60.0 75.0 75.0 80.0 120.0 6D.0 60.0 75.0 7s.0 0 60.0 60.0 75.0 75.0 *D.O 1201D 60.0 60.0 75.0 75.0 8110 1 mto - - 1 75.0 1 78.0 OW •HUD - - 1 75.0 75.0 604 120.0 19-1/8" 26-1/2" 37° 42 48" 53-1/8" 78" (e) 80.0 60.0 76.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 600 75.0 78.0 80.0 120.0 80.0 80.0 75.0 75.0 • f ft.O 120 - - 75.0 75.0 .0 9mo - - 78.0 75.0 _ 03.0 120.0 EQUAL LITES 9 III N I:tilt c 8 0 8 iii d{ Z GLASS TYPE 'A' GLASS TYPE 'B' _ ZZi Op p gg� 1/B' HEAT STREN'D. GLASS 3/18' HEAT STREN'D. GLASS 080' INTERLAYER .090' INTERLAYER g > BUTACIIE PVS BY 'DUPONT' SENTRYGLAS PLUS BY 'OUPONi g 4 1/8" HFAT STR174'D. GLASS 3/16' HEAT SIREWO. GLASS SILICONE SILICONE DOW CORNING 965 DOW CORNING 995 PECORA 895 PECORA 895 z z I g P 18 j I ,8 '1CL I. II II C IR r• U 6 �1 o e 77 �115MTFF GLASS TYPE 'CGLASS TYPE 'D' • e f • GLAZING OPTIONS NOTE: • •GIAS& CAPACMES ON THIS SHEET ARE z • • • • IIAS:D DN ASTM E1300-04 (3 SEC. GUSTS) • • • •ANDwIFIAORIDA BUILDING COMMISSION • • . PECMZUkTORY STATEMENT DCA05-DEC-219 .. . •. • ••• • • f • ••1 • • • • • • • • • • • CAN. 3536. Way. u b 2ar9 agg 6 g 1/8" ANN. (BASS 3/16' ANN. GLASS Y: .080" INTERLAYER .090° INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PV8 BY 'DUPONT' Q n 1/8" ANN. GLASS 3/16" ANN. GLASS GG77 tet��JiJ 17 aQa SILCONE DOW CORNING 995 PECORA 895 SILICONE DOW CORNING 885 PECORA •O �I I II 18 § C, 18 jl �- 9 III N I:tilt c 8 0 8 iii d{ Z GLASS TYPE 'A' GLASS TYPE 'B' _ ZZi Op p gg� 1/B' HEAT STREN'D. GLASS 3/18' HEAT STREN'D. GLASS 080' INTERLAYER .090' INTERLAYER g > BUTACIIE PVS BY 'DUPONT' SENTRYGLAS PLUS BY 'OUPONi g 4 1/8" HFAT STR174'D. GLASS 3/16' HEAT SIREWO. GLASS SILICONE SILICONE DOW CORNING 965 DOW CORNING 995 PECORA 895 PECORA 895 z z I g P 18 j I ,8 '1CL I. II II C IR r• U 6 �1 o e 77 �115MTFF GLASS TYPE 'CGLASS TYPE 'D' • e f • GLAZING OPTIONS NOTE: • •GIAS& CAPACMES ON THIS SHEET ARE z • • • • IIAS:D DN ASTM E1300-04 (3 SEC. GUSTS) • • • •ANDwIFIAORIDA BUILDING COMMISSION • • . PECMZUkTORY STATEMENT DCA05-DEC-219 .. . •. • ••• • • f • ••1 • • • • • • • • • • • CAN. 3536. Way. u b 2ar9 6000 6666.. 6666 . . • • . • 6666 .. *:sees . .. 00e00• ••.•.• •..a.• • .•.. 6666 666.6 000000 6666 • 00s00 •.• . ....w• • • • •.•s•• 0•6666 • • 0 • .sew.• • • • 0 0 • UNEQUAL LITES (ORIEL TYPE) •• ••• • • • • • •• •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OO-04 (3 SEC. GUS=S) • • • • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION ••• • • • • • • • • DECLARATORY STATEMENT DCAO5-DEC-21>! • • • •• • • • •• • • •• • • • • • • 000 0 00 ••• • • • • ••• • • • •• •• • • • •• •• ••• • 0 0 000 • • 4,m%f z j s9 O0 a a� tri p W O a CAT iose2 BsaomptyLtglGtldtBe 8 1 is �. �ran9� of o. OCT 4 X011 BY W11-38 . 1 ahee� t of 7 UNEQUAL LITES WINDOWS DESIGN LDAD CAPACM - PSF DIMS. GLASS TYPE 'A' GLASS TYPESeGIASSTYPEWINDOW B' k 'C'WUrH HEIGHT EXT.(+) 1M.(-) EXT.(+) 1NT.(-)-)80.0 4B' 83-1/8° 50-5/8° 804 78.0 78.0.028-1/2• 60.0 80.0 75.0 75.0.037° 80,0 �.0 75A 75.0.0(6) BQ.0 80.0 78.0 75.0.0 6D.0 60.0 75.0 78.0 BOA 120.0 80.000-0 78,0 78.0 80,0 120.0 19-1/8- 26-1/2" 37• 42` 48° 87-1/8• W. (8) 80.0 60.0 75.0 75.0 80.0 120.0 60.0 80.0 78.0 75.0 BOA 120.0 60.0 60.0 76.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 80.0 80.0 75.0 78,0 80.0 120.0 - - 75.0 75.0 604 120.0 19-1/8° 26-1/Y 37* 42• 48' 53-1/8° 80` (7) 80.0 60.0 75.0 75.0 80.0 120.0 60.0 60.0 75.0 75.0 80.0 120.0 80.0 80.0 75.0 78.0 80,0120.0 60.0 00.0 78.0 78.0 1.0 120.0 - - 75.0 78.0 80,0 120.0 - - 75.0 75.0 80.0 120.0 19-1/8- 25-1/2• 37' 42' 'a• 53-1/8` 83• (7) 60.0 60,0 78.0 75.0 80.0 120.0 60.0 80.0 78.0 Ma 80.0 120.0 80,0 60.0 78.0 78.0 80.0 120.0 BD.0 80.0 75.0 75.0 80.0 120.0 - 780 78.0 80.0 120.0 - - 75.0 780 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 60.0 60.0 75.0 78.0 80.0 120.0 - - 75.0 75.0 80.0 120.0 - 78.0 78.0 80.0 120.0 - - 120,0 - ^ - - BO.O 120.0 19"1/6° 26-1 /2' 37' 42° 53-1/8• 74-1/4° (8) 80.0 80.0 75.0 78.0 50.0 120.0 BD.0 60.0 78.0 75.0 80.0 1200. - - 78.0 75,0 80.0 120.0 - 78.0 78.0 80.0 120.0 - 80.0 ta0.0 19-1/8" 26-1/Y 37` 42' 78" (e) 60.0 60.0 75.0 75.0 80.0 120.0 6010 80.0 75.0 78.0 80.0 120.0 75.0 78.0 80.0 120.0 - - - - 80.0 120.0 80.0 120.0 80.0 120.0 UNEQUAL LITES (ORIEL TYPE) •• ••• • • • • • •• •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13OO-04 (3 SEC. GUS=S) • • • • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION ••• • • • • • • • • DECLARATORY STATEMENT DCAO5-DEC-21>! • • • •• • • • •• • • •• • • • • • • 000 0 00 ••• • • • • ••• • • • •• •• • • • •• •• ••• • 0 0 000 • • 4,m%f z j s9 O0 a a� tri p W O a CAT iose2 BsaomptyLtglGtldtBe 8 1 is �. �ran9� of o. OCT 4 X011 BY W11-38 . 1 ahee� t of 7 6609 • .909 • .. 999•.• •9.99 ••• • ••99•• • • • •69.6• • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -RADE COUNTY APPROVEO MULLION & MULLION ANCHORS SEE SEPARATE NOA z }}yy J'q r z� 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 EIEV. FOR SPACING 'El $ 1/47 DIA. ULTRACON BY CO' (Fu -177 KSI, Fy-168 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY CD 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ��yy DIRECTLY INTO CONC. OR MASONRY c� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY v`zi Rc� &(114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) � `9°m c� j. �,, $ � � INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8) S e1> rz^ `o 3 INTO METAL STRUCTURES STEEL : 12 GA. .105" THK.) MIN. (Fy = 36 KSI MIN.) - i3 r S ALUMINUM : 1/8 THK. MIN. (8063-T5 MIN.) liX g (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 1-3/4" MIN, INTO WOOD STRUCTURE =1" MIN. INTO METAL STRUCTURE = 3/4" MIN. o CONCRETE AT HEAD, SILL OR JAMBS fa =3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. �i WEEPHOLES: g W1 = 3/16" X 3/4" WEEP SLOT AT 1-3/8" FROM EACH END — u m '0 d • • • • • • � SEALANT 0 • • • • • • - ALL FRAME AND VENT CORNERS, INSTALLATION SCREWS AT SILL • • • • • • • AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. 4 • • • 181 • • • • • • • wIPD am: • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • SPACING Er,n- %—AAHMAD A cra FCPE AN. �s 70"2 S k O3 drawing no. W 11-38 4-OCT62011 sheet 4 of 7 .... ...... .... . . • .... .. . . ...... . .. ...... ...... ..o... . . .... .... ..... .... .... ..... ... . ...... • • s • • • • • •��• • • • • •��• • • • • • • •��• n%m PART # @UANTITY DEBCRIPTTON MATERIAL MANP./SUPPLTBR/RSMARRS 1 V701 1 FRAME HEAD 6063 -TB - 2 V102 1 FRAME SILL 6063-T6 - 3 V103 2 FRAME JAMB 8063 -TB - 4 V104 1/ VENT FWD MM. RAIL 6063-T8 - 8 V108 1/ VENT VENT TOP RAIL 6063 -TB - 6 V10B 1/ VENT VENT BOTTOM RAIL BD83-TB - 7 V107 2/ VENT VENT SIDE RAIL 6083 -TB - 8 V708 AS REQO. GLALNO BEAD 6063 -TB 9 V109 4 SASH GUIDE NYLON ICA - AS REOD. 1X4 STD. MULLION 8083-T6 - 109 - AS READ. 1X4 CUSTOM MULLION 8003-T6 - 12 SL203 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 13 #8 X 1-1/4' AS REOD. FRAME/YENT ASSEMBLY SCREWS - PH SMS 14 #8 X 1/i 2 BOTTOM RAL LOWER SCREW - PH SMS 18 ®e X 1/2' 2 LATCH INSTALLATION SCREW - OH SMS 18 #8 X 1' 4 SASH GUIDE INSTALLATION SCREW OH SMS 17 - - - 18 9146QU AS READ, GLAZING BEAD BULB NEOPRENE ULTRAFAB, DUAL DUROMETER, T-SLOT=80, BULB=73 19 9146QIJ AS REDD. BULB SEAL NEOPRENE ULTRAFAB, DUAL DUROMETER, T-SLOT=80, BULB -73 20 - AS REQ). FRAME SILL W'SIRIPPING NEOPRENE - 21 W222122G AS REOD. FW SEAL W'STRIPPING WOOL ULTRAFAB 22 - 2 SUPERBDDST BALANCES BALANCE SYSTEMS INC. 23 $10 X v 1/ BALANCE BALANCE MOUNTING SCREWS - FH SMS 24 - 1/ BALANCE BALANCE CONNECTING CLIP - - 28 #8 X 1/2' 2/ BALANCE CONNECTING CLIP SCREWS - OH SMS 26 - AS READ. 8/16" BOX SCREEN - OPTIONAL 27 2/ WDW. I AS REGO. SASH STOP (3' LONG) RIGID PVC I - 1/4- MAX. SHIM pO VENT WIDTH 1/4' MAX. swMs D.L. OPG. (VENT) 10 TYPICAL ANCHORS TYPICAL ANCHORS 21 24 7 9 SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING D. 0 • • •• • • • • .I BY EX CERI•R. • i i i • • • :WOOD BUCKS D.L. OPG. (FD(ED) . J .. • . . . . . . . . . •.. • • . • • • . . • • • • •• • • • •• • • • ••• • •• • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• 0 0 1/4' SHIM K1RS 90 g O d 8� FLA. En.9r: Jq�AHi�AD � !•,0, s9 Fl CCS fl 70892 Appsa�o � 36T8 B P1YO+BwkbWe � A: � � P 1 drawing no. T240 BP W11-38 shee( t A of 7 0000 0000.. 0000 . . 0000 .. . 9 9 . 0000.. . .. 0000.. . ...... .0099. . . 0000 0000 60996 .009 0000 0000. ... . 0000.. . . .. .. 0. . 9 9..... 00 .00000 . . 9 . 0000.. . 0000.. . . 900. . •• OO FRAME HEAD Q FIXED MEETING RAIL 18 ® VENT TOP RAIL O VENT BOTTOM RAIL F#1 9.062 O VENT SIDE RAIL 2 147 .082 I_ • � 1 .887 k - CO GLAZING BEAD U FRAME JAMB Q FRAME SILL 1.000 -q 1.000 p- .313 I I .128 T1fP. 125 •• •• • • • • •• • • • • • 4'000 • �•W3T •0L •• • • • • • • • • • •• • • • • . • 7 X 4 0 0 •.i XGA•• •• ••• ®STD. MULLION ® CUSTOM MULLION 8083 -TB 8083-T6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • VE 13 NT TOP CORNER 9 T IN r. JWAD AH n a"4 CML .393s APpmwW�wmptytngwi�lWw $ k PE 1JiMi drawing no. . 2W11-38 0000 0.000. 0000 .. . . 0 . ...0.. . .0 0000.. 0000.. 0000.. . . 0000 0000 . . 00000 0000 0000 0000. .. ... 0000.. . . 0000.. .. .. .. 0 .0.00. ...... . . . . 0000.. 0000.. . . UN -CLIPPED MULLIONS ••• • • • • • • •• • • • • ••• • •• ••• •• • • • •• TYPICAL ANCHORS 2 OR 3 ANCHORS AT EACH SIDE OF MULLION -\ CHART FOR CAPACITY . NOTES: 1. USE CHART 016 THIS S*Wb FOR SIDFABY SIDC•CONNECTIOND • CAPACITY OF 1ONDOW MUlkLION. • • • • • • • • 2. FOR SINGLE "i"t." CAPACIT? n S" 2 fm 3' •: 3. LOWER VALUES FR0M ST" 1 OR 2 WWL APPL'i TO • • • ENTIRE SYSTEM. • • • • • • • • • ... . MULLION LOAD CAPACITY - PSF . . WINDOW DW. 2 ANCHORS AT SACH =2 OF MULL 9 ANCHORS AT EACH BIDE OF MOLL 1 X 4 IX4 1 X 4 1 X 4 STD. MOLL CUSTOM MULL SMD, MOLL CURFOM MOLL WIDTH (V) LENGTH (L) DfT.(+) INT.(-) EXT.(+) INT.(-) DU.(+) INT.(-) DR.(+) INT.(-) 19-1/8' 26-1/2• 37• 42' 48" 53-1/8' 50-8/8° 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' 26-1/2- 37' 42' 48' 53-1/8' �. 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.D 120.0 120.0 120.D 120.0 120.0 120.0 19-1/8' 26-1/2° 37' 42' 45' 53-1/8° 1 1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116.7 118.7 12D.0 120.0 19-1/6• 26-1/2' 37' 42' 49" 83-1/5- 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.6 117.6 120.0 120.0 110.8 110.8 120.0 120.0 107.1 107.1 120.0 120.0 19-1/8' 26-1/2• 37' 42' 48" 53-1/8- 72' 120.0 120.0 120.0 120.0 120.0 1.0 120.0 20104.8 120.0 104.8 120.0 120.0 96.8 96.8 120.0 120.0 90.0 90.0 120.0 1204 85.9 85.8 117.9 120.0 19-1/8• 26-1/2- 37' 0.e• 53-1/8" 74-1/4" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 _ 1200, 100.5 1009 120.0 1204 92.7 92.7 120.0 120.0 66.0 86.0 116.6 1204 81.9 81.9 109.4 1204 19-1/8' 28-1/2' 37" 42' 45' 53-1/8° 78' L 1 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 84.2 94.2 120.0 120.0 86.6 86.8 1112 t20.0 80.0 80.0 101.1 120.0 75.9 75.9 04.9 1139 UN -CLIPPED MULLIONS ••• • • • • • • •• • • • • ••• • •• ••• •• • • • •• TYPICAL ANCHORS 2 OR 3 ANCHORS AT EACH SIDE OF MULLION -\ CHART FOR CAPACITY . NOTES: 1. USE CHART 016 THIS S*Wb FOR SIDFABY SIDC•CONNECTIOND • CAPACITY OF 1ONDOW MUlkLION. • • • • • • • • 2. FOR SINGLE "i"t." CAPACIT? n S" 2 fm 3' •: 3. LOWER VALUES FR0M ST" 1 OR 2 WWL APPL'i TO • • • ENTIRE SYSTEM. • • • • • • • • • ... . . . . ... . . . . . . . . . . . . ••• • • • ••• • • TYPICAL ELEYATION SIDE BY SIDE WINDOWS SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS WIDTH (W) = WI + W2 2 C.F1.1L. 3838 Al>pDdesomnRlYln$wtlb lDa F15rtde . 0-� 170 041 corn<m arowmg no. W11-38 0000 0000.. 0000 . . 0000 .. . . . .. 0000.. 0000.. 0000.. . . .000 .... 00000 0000 0000 0000.. .. 0000.. . .. .. .. ...... . . 0000.. 0000.. 0000 �o a. -1 �i* MIAMI•DADE mury i DARE COUNTY 9 • PRODUCT CONTROL SECTION d DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADAHNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE OA www.miamidade.eov/eeonomv Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco—Guard 500" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.r, sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, 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 acid expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0 69600 LABELING: Each unit shall bear a permanent label with the manufacturer's Ane *cr to a ' • * state,* 0 • modellseries, and following statement: "Miami -Dade County Product Control Appwcd., unle's Ahlnvisee e 9 e noted herein. 0000 00 0 0000.. RENEWAL of this NOA shall be considered after a renewal application has been, MW and thele hhs been' no change in the applicable building code negatively affecting the performance of this 0product. 0*** 000800 96 666 9 999 96.06 TERMINATION of this NOA will occur after the expiration date or if there has linea a revision or &ange• • • 0 : 0 in the materials, use, and/or manufacture of the product or process. Misuse of this 4T %.as an endorsement • of any product, for sales, advertising or any other purposes shall automatically tenhinate this 11 4 failure• "• • • to comply with any section of this NOA shall be cause for termination and removal bf NOA. :0000: ADVERTISEMENT: The NOA number preceded by the words Miami -Dads County, Ift"ida, and* 0 followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0223.27 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. - T 0000•• 0000 • • • 0000 • •• 0000•• • •• 0000•• • • • • 0000•• 0000•• • • 0000 0000 0000• 0000 0000 0000• ••• • 0000•• • • • • • 0000•0 • •• •• •• • • • •0.09• 0000• • • • • :0000: • • • • •0000• • • • • • 0000 • •• - - Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. WII-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.L)", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked—up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI 10 3140, HETI-10 3141, HETI-10-3142, IIETI 10--3143 and HETI--10-3144, dated 12/29-30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG -2007, prepared by Al—Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 • • • • • • Goes Gso Goose• e D. QUALITY ASSURANCE 0 960:09 00 1. Miami -Dade Department of Regulatory and Economic Resour ;es;R} ' • ' :0***: • • • Goes E. MATERIAL CERTIFICATIONS • . .... .... ..... I. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont Ddf amours it 4;5a„Inc...... for their "DuPont Butacite® PVB Interlayer” dated 09/08/11 Miring on'P2/11/16. F. STATEMENTS e • G 1. Statement letter of conformance, complying with FBC-2010, artd of rso fin ndal interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. • • • (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO -Guard" Outswing Aluminum Casement Window— L.M. approved on 05/03/12 and expiring on 05/19/16 Manuel PWZ, . Product Control xamr 1.7 NOA No. Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E-1 �l •09• • • 0.000• 0000 • • • 0 • • 0000 • •• • • • • 0000•• • •• 0000•• • • • • 0000•• •9009• • • 0000 0000 •0 • 00.99 0000 •9•• ••99• •• 0000•• • 9 :00:006 • • • • • •9.90• 099009 • 9 • • • • 0 • • 0000•• • • • 1/8' TEMP. GLASS 3/8' AIR SPACE 1/8' FEAT STREWD. GLASS 1/8" HEAT STREN'D. GLASS .01� INTERLAYER 090 INTERLAYER BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'OUPONT' p. i/e' HEAT STREN'0. GLASS 1/8' FEAT STREN'D. GLASS SILICONE SILICONE F DOW Comma 898 DOW CORNING 889 3 8 9 i � t 18 SETTING BLOCKS AT INSLJL LAM. GLASS NOTCH OLAZING BEAD LEG TO CLEAR BLOCKS GLASS TYPE 'A' GLASS TYPE 'AA' GLAZING OPTIONS ECO -GUARD SERIES -500 ALUMINUM OUTSWING CASEMENT WIND0�T 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 -DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO 04TM SYSTEM. . •• ••• • • • • • •• THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • REM • • • • • • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH *ELOCITY • • • • • • . • HURRICANE ZONE (H012). of • • • • • • • • • • WOOD DUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRRMEFER • • • • • • • • • • 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 &TAILS ARr • • • • 000 • • . • • • NOT PART OF THIS APPROVAL • • • • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHOR? 14 wohONtY.MATM• • • • • • • • • COME INTO CONTAACT WITH OTHER DISSIMILAR MD TO �ATEERI�ALSS SAL HALL MEET THE • • • • • • • REQUIREMENTS OF THE FLORIDA BLOG. CODE SECTION 2003.8.4. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• n 8 POINT LOCI( WOW. HEIGHT RD. per TYPICAL ELEVATION uPro AT SASH 26' 2 38-3 8• 3 88-8 8° 4 8 S 7s• s MAXIMUM DESIGN LOAD RATING e + 70.0 PSF (FGR SIZES SHOUN OR SMALLER) — 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. U c < m v SHUTTERS ARE NOT REQUIRED. .. 4 Erpin *VAD ZRIN PRODUCTRBVISBD FLA. PE��70M as complying with 60FkftCAAL 13M g Acc Building -am No NOTE: ftrellonD... 8 ' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 mumng no. W11-05 0000 .66909 0000 0000 .. 0000.. . .0969 . . 0000 0000 00000 0000 0000 0000.. . .. .. .. 0000.. 00 0000.. 0000.. 0000 .. TYPTI WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. .... ... •... . . . . • . • . • . • nvh TYPICAL ANCHORS: sEE ELEV. FoR sPAcm 1/4" DIA. TAPCON BY 'TRY' (FU -12D KSI. FY -92 KSI) 1/4- DLA. ULTRACON BY 'ELCO' (F"-177 KSI. Fya158 XM) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY M14 SMS OR SELF DRILLING SCREWS ((TRADE 2 CRS) INTO METAL. STRUCTURES STEEL : 1/8" TM MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6083 -TS MIN.) (STEEL IN CONTACT WITH AWL41NUM TO BE PLATED OR PAINTED) ,912 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MJAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE - 1" MIN INTO METAL STRUCTURE - 3/4" MIN. CONCRETE AT HEAD. SIU. OR JAMBS f c - 3000 PSI MIN. C-90 HOLLOW/FIU.EO BLOCK AT JAMBS rm - 2000 PSI MDV. Agri-%WeX"D - PRODUCrRRVOW pECML uamgdytngwi�dtdelllaTl� �C.A.tI. u - _ Coee rami drawing no. W11-05 0000 0000.. 0000 . . 0000 .. • ••.00• 0006 Go** • . • • 00*0 0 of • • • .....• •0000• • . . • • . • • • ..•0 •0000• • • • 00.0.0 00.00 •000• • , •0.00• • • •••••• •1 A 1 v O gr O) n J 1 g to f:i 1 1 •00 ••.... • • e Geese as • . i • • •••. •00• • • • • •000 .•.• . Gee.• 0.:..0 •• • • p^ 1 O A. 1 � N 1 1 I . •ice: " I o �+ amen $v mtm oz -T3-1, mvisior=0 daft S -5m MA OummNG Ci1SEEdw WDW. (4M L) AL-FAROOQ CORPORATION f7 aeakl ,M� „ �• na 04.V.1, M. PER � Oo1LL0M ECO WWDOW SYSTEMS. LLC. �uvee .87 VoouCT DEVELOPMENT B 013,., No C (*= m SKW 9114 N.W. 106 STREET MIAMI. novena 33!.74 CA " are Ha,Iro c 01.11.1 Yn11ur AQORi89 MEDLEY. FL 33178 TO C' -,. 0 (50� 2845100 FAx. (808) 282.878 a t3'1 o w'. er TEL (305) 885-s289 Fax (305) 889-5902 cba1P-ann.�m17-aSEco ..•. 0.000. 0000 . . . . 0 • • • •0000. • •• •00..0 • •0.00• 0 . • . ...•. •0• • •00.0• • • . •0000• • 0 • •0000• • . • • • • • . . . 000• 0 •. 0000•• • • • • 0000•• 0000• e•0••• e r •••••• • • • ••••4• l• � O �`� � O a' 0 arae � •r.°v� r o .f ••• � r • ' � t/a' IeAX, t/a' Nax. • . �ggggii •�•• •• SHP& g 0000•• • • • • • 0000•• ••• • 0000•• 0000 0000 • • • • g 0060 0000 'Of34 �� • 0••••• • •• 000000 0004 4 •• 0000 • • •000 u' 0 i/a• wax. z style 0 £2 1 1 1 to Ell i7!•. I Zo 1 0 1 W O O r CL aellc' t12 -as It revisions: S-56 ALUM OUISWMO CASi]ADR ON. (L NJ) AL-FAROOQ CORPORATION ea a n D 0 onI ENGINME10 & PRODULT DEVELOPMENT o+s�at N0 owvmc tws sx�r ECO WINDOW SYSTEMS. LLC. =5 S.W.97AVE f 9114 N.W. 106 STREET MWMI. FLORroA 33174 c I dr ho Irneem 0 01.11.13 1 UMUF aMpvSs Kv. MEDLEY. FL. 33178 W—C308)26&8lao FAX(M3 2GZM6M C o+ fc,JI ohk M TEL (305) 885 -SM Fax (sos) tota_an wtt-osECD 6666 .. 6666 6666.. 6666.. .. .. .. . 6666.. 6666 6666. •9666 9666 we9• • • 9669.• • 909.6• •• • 9966•• 90 • 6669 • • • ••6• •w•.•• FRAME HEAD/SILL/JAMB LTSM PART 8 gvANTm DESCRIPTION MATERIAL MANP./BU"URR/RBMAAK8 1 ESOT 4 FRAME HEAD/9AL1,0M 8083 T9 - 2 E502 4 VENT 8083-T8 3 FY108 AS REOD. MM BEAD (IAM. GLASS) 8083 T8 3A E806 AS REM GAZING BEAD (MSUL LAM. MASS) 8083 -TB - 4 E50B AS REOD. SNUSB£R - VENT. PULL LEFIOTH 8063•-T8 - 4A E509 AS READ. SNUBBER - FRAME. FULL LENOTH 8083 -TB S EW5 OPTIONAL SCREEN FRAME 8083-73 - 7 010 X 1-1/4' AS READ. FRAME AND VENT ASSEMY SCREWS - H WH SMS 8 Em AS REOD. BULB W-47HERSi—M. MMMU TER 65 SANIOPRENE tft R AB 9 EM AS READ. MAZMa READ 6" =METER 65 SPNFOPRENE IA.TRAFAD 10 36.12.00.400 2/ VENT 4 BAR HMOE, AT TOP AND SOMM STEEL TRUTH. MSTALLEO VM (2) /10 X 5/8' SS 11 13COL92 1 MULTI POINT LOCK SYSTEM ZAMW TRUTH 12 - 8/ VENT SIM - 13 - I/ VENT ROTO OPERATOR ZAMAK/STL TRUB1 14 P&40 -SS 2/ CORNER FM%M/VENT CORRIER KEY Sr. STEEL. - 15 FY120 AS REOD. FLUSH FRAME ADAPTER 6083 -TB OPTIONAL 18 3 ANTI SW SKATE NYLON MM PLASTICS 17 010 X 1-1/4' 2/ SKATE FH SDS SKATE SCREY6 18 18 X 3/4' AS REQD. FH SMS SNUBBER SmiS M PARS Y APART. PAIRS SPACED AT 7-3/4' O.C. 19 2/ LRE SERMG MON. 3/16' X 3/4' X 4' LONG NEOPRENE AT W FROM EACH END. DUROMETER 85 20 FT8-SO am SPACER - 1/6° HWH SLICO4E FRANK LOVE S$ALAW: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. O VENT z 4�i LOCKS s19 •DDD 9 MULTIPOINT LOCK SYSTEM 013098.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL 28FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. •03 848 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 16 FLUSH FRAME ADAPTER $33489.00.0001 SPACED AT 12-3/4" O.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.047 1.750 STAINLESS STEEL KEEPERS #31984.92 AT VENT �3 GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) X10 X 5/8" P FH sMs 493 SEE CHART ON SHEET 1 FOR QUANTITIES 130 ' 1.780 IN SD3 I I 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS 4.493 FASTENED WITH (2) #10 X 5/8" P PH SELF DRUM SCREWS 1.172 •• ••• • t • • •• ® GLAZING BEAD (TNSUL. LAM. GLASS) to C04Qt KEY • • • • SINGIE-tnI rib OPERATOR 052.13.012 BY 'TRUTH' • • • •. • • • FASTEf W� EN#10 i'PPHSMS .245 245 OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X T- P PH SMS .780 120 ,78D • • • I • • • • kEs . .120 � • VrATAr*;h-lnLg •:s4.TESBY'M&MPLASTICS' ••dAT 8-3/4" FROM TOP/BOTTOM RAILS T BOTTOM RAI. AT 4' FROM LOCK STILE Q SNUBBER -.VENT Q SNUBBER - FRAME EACH FASTENED WITH (2) #10 3L 1-1/4" P FH SDS. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 5 aroering n0. W11-05 ••.. 6 6.0000 .0.0 • . •..•. •• 006000 . .• •.6.•• . 0 08.060 6666.. o 0 off* 9000 • • . • • • •at • • • • • • • goose s • • . • e of • • •.6 • •0660 • 0.000 • 0.000 • 0000. • • II Im Ldbm 02.23-11 I ar. er• woduo O o (JI 9 ehk. by: 0.000• ••••••• 0000.0 S-500 ALUM OUISWNG CASBUT WOW. (ULL) AL-FAROOQ CORPORATION a •ter ECO WINDOW SYSTEMS, LLC. EN4GtNEmgs& PRODUCT' DEVELOPrAiNr t 9714 N.W. 108 STREET MSFI.ORIDA33Z74 V. MEDLEY, FL 33178 11„�2�W FAX,�2626978 C TEL (909) 889-529B FAX (Ml) 83-9902 COMP—ANL W11 OSEC0 . v .•68 .. . 0000 .. :*see: 0000.. e 0000.. 6908.. .668.. .. .. . . .00060 . 9.• 0000. 66.. 0000 0000. . . . 0000 0000 . . 0000.• 0000.. 6 0000.. •6 .. . 666. • e 0.6• .066.0 • . v