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WS-12-1179Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178489 Permit Number: WS -6 -12 -1179 Scheduled Inspection Date: February 05, 2013 Inspector: Bruhn, Norman Owner: JORDAN, JOHNNY JEROME Job Address: 166 NW 100 Street Miami Shores, FL 33150- Project: <NONE> Contractor: HOGAN CONSTRUCTION COMPANY INC Permit Type: Windows /Shutters Inspection Type: Window Door Attachment Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010230360 Phone: (305)310 -7971 Building Department Comments REPLACE 21 WINDOWS WITH HURRICANE WINDOWS 1 -56D NOC PENDING noc in file Infractio Passed Comments INSPECTOR COMMENTS False Passed J-df Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 175178. The plans do not include fixed or casement windows. Revise plans. The windows and doors are not labeled correctly. Seal all anchors at sills. The anchors are rusting. Corrosion resistance is required. Door must lock at bottom. Mullian inspection required. Screen for casement does not fit. Stopped inspection. Contractor to meet inspector at site.NB February 04, 2013 For Inspections please call: (305)762 -4949 Page 8 of 30 V ••,c'� �r, t t a Miami Shores Village JUN 272012 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUIL1ING Permit No. \N\ S � 2 1179 PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): #D11r je34, dO /3 Phone #: 3O5 119 / - 704/3 Address: 7G ‘ /t7 0 * gripe e% City: ,tft $A/v! / 14/6 /G,•P'j State: i =/ Tenant/Lessee Name: Email: /v/i4 Phone #: Zip: 33/3e. JOB ADDRESS: /4'j' /9 • W /007'4 4' ee City: Miami Shores County: .3 Miami Dade Zip:5/Se Folio/Parcel #: hori AO 40 9z. o c .oaf /1 4`/' ,/ ,7A7 fAw Is the Building Historically Designated: Yes NO i< Flood Zone: CONTRACTOR: Company Name: /✓<•J Phone #: Address: /33/ A e/J- l - L 6 City: /2401 C State: c/. Qualifier Name: yel'e$NL 01 X // /.M-N Zip: ?3J2.1' Phone #: 30.r J/d -79 State Certification or Registration #: G 6 , /Sr - 703 7 Certificate of Competency #: Contact Phone #: 30 =3 /o — 79-7 / Email Address: '0/4 /6//0 DESIGNER: Architect/Engineer: ( %bq $2, /to' f G 11 c-Ii. e 1/ Phone #: 3 0 S ^-3 36' -5-6 (,' 9 Value of Work for this Permit: $ 35-70, 0 C.) Square/Linear Footage of Work: .1 / — L,i <oJ 80 (.4) r Type of Work: Addition ❑Alteration ❑New ) Repair/Replace ❑Demolition Description of Work: / <*k) ac'o w P (&J 1 A44 ,.L *******:* * * * * * ** * * ** * ** * * * * * * * * * **** * * ** Fees************:*:** * * * * * * * * **: * * ** * * * *** * * * **: * *** <7') Submittal Fee $ 5 Permit Fee $ �[ i CCF $ CO /CC $ Scanning Fee $ N.‘ Q Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City Jtlyt State Mortgage Lender's Name (if applicable) A04 Mortgage Lender's Address City /VA ' /a- A-Viu �d h Zip phi State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Own or Agent f Contractor The foregoing instrument was acknowledged before me this I q The foregoing instrument was acknowledged before me this /f" day of L .n 4 70 1 a _ by J , J erc. aYi F 3 a r ck C. i _ day of v / (s "PC_ _ 20LZ, by o me or who has produced As identification and who did take an oath. as identification and who did take an oath. who is6rsonally known to meor who has produced who NOTARY PUBLIC: NOTARY PU �' ! a Sign: Sign: - Si g g Print: - 1 \ - VA/ , v1 +e r 5 Print: My Commission Expires: * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09) IC: My Commission Ex esz® fry C , ,F t s oN ?t DD932$ ;4 •, ; F?. ' Omar, r 11, 2013 Zoning Clerk Permit No: 12 -1179 Job Name: July 3, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The product approvals submitted do not match the plans. the plans show single hungs but the approvals are for horizontal rollers. Provide Product approvals for single hung, swing door and mullians per plan. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 PERMIT #: 1111 iami Shores Vigiage Building Department RECEIPT rte, DATE: o Contractor o Owner o Architect Picked up 2 sets of plans and (othe 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Address: From the building department on this date in order to have corrections done to plans And /or get County stamps, I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process, Acknowled • e PERMIT CLERK INITIAL: RESUBMITTED DATE: PERMIT CLERK INITIAL: l Permit No: 12 -1179 Job Name: July 18, 2012 Miami Shores Viiiage Building Department Building Critique Sheet 2nd 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The product approvals submitted do not match the plans.The SH and Sliding door are ok but the Mullian and swing door have been removed. Provide a complete package. STOPPED REVIEW Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 762 -4859 NOTICE A RECORDED COPY MUST BE PERMIT NO. OF COMMENCEMENT POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION ' .- ,Z JT FOLIO NO. //-3/0/02E 6 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to STATE OF I HEREBY C original filed in property, and in accordance with Chapter 713, Florida Statutes, the following { ,em irf u is provided in this Notice of Commencement. By 1 1111111111111111 11111 11111 11111 11111 1111 1111 CFN 2012R0581 1. 1; s OR Et y _�_ . P9 3600; (Iris) RECOR OFD 08/17/2012 14;21:18 HARVEY R:UVIHr CLERK OF COURT. MIAMI--DADE COUNT'(r FLORIDA LAST PAGE LORIDA, COUNTY OF LADE RTIFY that this is a t, a copy of the his cf " e of 1 i day of A D 2 0_ and and Official S'at, IN, CLE .r Ci it a d aunty Courts D.C. Space above reserved for use of recording office 1. Legal description of property and street/address: /04 /6 -- to //2 L o /4 // g //C "-7 Fz d- </ A,.1 / ,a /doc/c .z S- fr/7c 7 ( 2. Description of improvement: lI w t c • cC oc) 1 A d 3. Owner(s) name and address: cJtC, ) s-t C Interest in property: C., CA.) N. rr•-�- Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: ` o /Fug C":44.-)r i t e �- Lo .0 Co. /3?/ /5/7' ‘)/5:e..... )i4 3332'3- 3o3' -S1d 74 --"i 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number: V !9 Amount of bond $ N //7 6. Lender's name and address: /.)//2 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number: VS "-.1 -'/' Ge---) #1 (i( Y9wC s.0i,/ t%ak o/O ate 66G ,v.) / Ot Fg S ✓n Y - 1f7 . 11,44---.7 e313� Sierwi-e 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: G`' 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Owner(s),- Authorized Officer/Director/Partner/Manager Prepared By Prepared r(�- 44 V Print Name Print Name , A3/2 /( Title /Office i r- �_ STATE OF FLORIDA COUNTY OF MIAMI -DADE l ? The foregoing instrument was acknowledged before me this 1 / day of By L" ,G -. jr)Y- InyiiVidually, or la as for ersonally known, or O produced the following type of i Signature of Notary Public. �,,. Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92,525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Title /Office 5`tS' i �..00p, G'aT��,�,i dentifi a ".n: . 17 .�� ►. "_ Ia ,i i& Lir1 u ." *r PUBLIC : ' . I P . t ` ' 0 0 9 0 fl % -.` 0 OF F1-u .. Signature(s) of Owner(s) or jOwper ers Authorized Officer /Director /Partner /Manager who signed agver;,.. r,c.. By `'V »/C't g� h By DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows LLC 601 NW 12th Avenue Pompano Beach, FL 33069 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 "747 High Performance" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W07 -25, titled "Series 747. HP Alum. Single Hung Wdw. (L.M.1.) ", sheets 1 through 5 of 5, dated 03/30/07, with revision C dated 01/11/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resist LABELING: Each unit shall bear a permanent label with the manufacturer model /series, and following statement: "Miami -Dade County Product Con noted herein. RENEWAL of this NOA shall be considered after a renewal applicatio no change in the applicable building code negatively affecting the perfo TERMINATION of this NOA will occur after the expiration date or if there h s be i' a revs n or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as at;ndorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10- 0809.02 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.Eov /pera erwise as been MIAM1OADE COUNTY APPROVED NOA No. 12- 0213.06 Expiration Date: March 06, 2013 Appro al Date: April 19, 2012 Page 1 1/3n T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W07 -25, titled "Series 747 HP Alum. Single Hung Wdw. (L.M.I.) ", sheets 1 through 5 of 5, dated 03/30/07 with revision C dated 01/11/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 747 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4974, dated 01/02/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA# 07- 0612.06) 2. 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 a series 747 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5143, dated 03/06/07, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA# 07- 0612.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 01/26/10 and updated to the FBC -2010 on 01/05/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM El 300 -04 D. QUALITY ASSURANCE 1., Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) Manuel Per .E. Product Control Alioi er NOA No. 12- i 3.06 Expiration Date: March 06, 2013 Approval Date: April 19, 2012 E -1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ®'Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlxyers" dated 05/05/11, expiring on 05/21/16 3. Notice of Acceptance No. 10-0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminate Glass Interlayer", dated 05/05/10, expiring on 02/08/14. 4. Notice of Acceptance No. 08- 1224.04 issued to Solutia, Inc. for their "Saflex Composites Glass Interlayer with PET Core" dated 02/25/09, expiring on 12/11/13. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 09, 2012, signed and sealed by Javad Ahmad, F.E. 2. Laboratory compliance letter for Test Report no. FTL -4974, issued by Fenestration Testing Laboratory, Inc., dated March 07, 2007, signed and sealed by Michael Wenzel, P.E. (Submitted under previous N04 #10- 0809.02) 3. Laboratory compliance letter for Test Report no. FTL -5143, issued by Fenestration Testing Laboratory, Inc., dated March 22, 2007, signed and sealed by Michael Wenzel, P.E. (Submitted under previous NOA #10- 0809.02) G. OTHER 1. Notice of Acceptance No. 10-0809.02, issued to T.M. Window & Door LLC for their "Series `747 High Performance' Aluminum Single Hung Window — L.M.I. ", approved on 12/02/10 and expiring on 03/06/13. Manuel ' ere Product Control Ex .ii"e NOA No. 12-0213.06 Expiration Date: March 06, 2013 Approval Date: April 19, 2012 E -2 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 747 HIGH PERFORMANCE ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 53 I/8" WINDOW WIDTH 48 1/4" 8 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ADDL. ANCHORS AS REDO. SEE CHART FOR CAPACITY ADDL. ANCHOR AS RE0D. SEE CHART FOR CAPACITY 5 5 5 Y 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. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT 70 BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. D.L. OPG. (VENT) a9 7/8' VENT WIDTH TYPICAL ELEVATIOS EQUAL LITES 5 I/2° MAX. HEAD /SILL CORNERS 5 l/2" MAX. HEAD/SILL CORNERS TYPICAL ELEVATION UNEQUAL LITES LAMINATED GLASS LARGE MISSILE IMPACT En4,:.MVAD C.A.rvPEC1730592 A PRODUCT REVISED Boiomplyh g 0I8dI loNda lding Cab AoapNloe Ne -CV Q6 . ,� owe. ^�.m7�7G X79 Ey // Al!' Miami ede Product AN 16 2012 d owing no. W07 -25 (sheet 1 of 5 3/16" HEAT STREN'0 GLASS 3/16" HEAT STREN'2 CLASS .120" INTERLAYER UVEN01 -9.10 RESIN BY 'C3TEC INDUSTRIES INC.' .090" INTERLAYER SAFLEX 100 BY 50LUl3A 3/18" HEAT STREN'D GLASS 3/18" HEAT STREN'D GLASS SILICONE m SILICONE GE 7700 GE 7700 TREMCO SPECTRUM 2 0 TREMCO SPECTRUM 2 7/16" OVERALL LAM. GLASS TYPE 'A' 3/16" ANN. GLASS .120" 195(00AYER UVEN01-00 RESIN BY 'CYTEC INDUSTRIES INC.' 1/2" OVERALL LAM. GLASS TYPE 'B' 3/16" ANN. GLASS 090' INTERLAYER S0T1EM 1110 BY SOLUTI6 3/18" ANN. GLASS 3/16' ANN. GLASS SILICONE SILICONE GE 7700 GE 7700 TREMCO SPECTRUM 1 3 ._ TREMCO SPECTRUM 2 1/2" OVERALL LAM. GLASS TYPE 'C' 3/16" HEAT STREN'D GLASS .075° STORMCLASS INTERUYER VANCEVA COMPOSITE BY SOLU1A 7/16" OVERALL LAM. GLASS TYPE 'E' 3/16" HEAT STREN'D GLASS .090" INTERLAYER SENTRYGLAS BY DUPONT 3/16" HEAT STREW!) GLASS 3/16" HEAT STREN'D GLASS SILICONE r SIL00NE GE 7700 m GE 7700 TREMCO SPECTRUM 2 3 TREMCO SPECTRUM 2 .A` I r Era 111 1.- 15/32 OVERALL LAM. GLASS TYPE 'D' 7/16. OVERALL LAM. GLASS TYPE 'F' GLAZING OPTIONS EQUAL LITE 31ND060 DESIGN LOAD CAPACITY - PEP GLASS TYPES 813004 91M6. GIA58 TYP40 GLASS TYPE 910TH HEIGHT EMT.(3) NYC-) EO.(+) 190.)-) EMT.( +) INT.( -) 19 -1/8' 20 -1/2' 37' 53 -1/8' 25' (3) 90.0 80.0 80.0 80.0 90.0 130.0 90.0 90.0 80.0 00.0 90.0 130.0 90.0 90.0 80.0 800 90.0 130.0 90.0 90.0 90.0 80.0 90.0 130.0 19 -1/8" 28 -1/2" 37" 53 -I /O" 38 3/8" (4) 90.0 90.0 80.0 80.0 90.0 130.0 80.0 90.0 80.0 80.0 130.0 90.0 80.0 80.0 00.0 90.0 130.0 90.0 90.0 80.0 804 90.0 130.0 19 -1/8" 20 -1/2" 3T 53 -1 /8" 50 5/8" (4) 90.0 90.0 90.0 90.0 90.0 90.0 80.0 00.0 80.0 50.4 800 804 904 90.0 90.0 130.0 30.0 130.0 90.0 90.0 60.0 804 90.0 110.8 19 -1/8" 28 -1/2' 3E' 53 -1/8" 58 5/8" (6) 90.0 90.0 804 90.0 1X).0 90.0 90.0 80.0 004 1.10.0 90.0 90.0 80.0 90.0 130.0 90.0 90.0 80.0 80.4 00.0 105.9 9 -I/0" 20 -1/2" 3Y 8A -1 /8' 83' (5) 90.0 90.0 80.0 800 90.0 130.0 90.0 90.0 80.0 80.4 90.0 90.0 00.0 90.0 130.0 90.0 90.0 80.0 804 90.0 102.5 19 -1/8" 28 -1 /2" 37' 53 -1 /O" 70 -3/4" (6) 90.0 90.0 80.0 80.0 80.0 130.0 BOA 90.0 80.0 80.4 90.0 130.0 00.0 90.0 80.0 BOA 90.0 130.0 90.0 90.0 00.0 00.0 90.0 93.0 21' 30" 38. 49" 54" 48" (4) 90.0 00.0 80.0 130.0 90.0 00.0 80.0 80.0 90.0 130.0 90.0 80.0 804 80.0 130.0 90.0 90.0 80.0 80.0 904 130.0 MC 90.0 80.0 80.0 00.9 130.0 90.0 80.0 00.0 90.0 50" (6) 40' 54" 90.0 00.0 80.0 90.0 130.0 90.0 00.0 90.0 130.0 90.0 90.0 80.0 80.0 90.0 130.0 90.0 90.0 50.0 90.0 80.0 80.0 80.4 90.0 130.0 123.6 90.0 90.0 80.0 gab 102.7 24' 30' 35" 42" 40' 54" 53 -1/8" 53 -I/8" 72" (6) 90.0 80.0 60.0 00.0 130.0 90.0 90.0 80.0 40 90.0 130.0 90.0 90.0 80.0 90.0 80.0 90.0 90.0 80.0 80.0 804 80.0 130.0 90.0 130.0 90.0 115.0 882 90.0 50 -5/8" 50 -5 /0' 70.4 78A 88.2 93.0 90.0 30.0 90.0 53 -1/8' 03" (0) 90.0 130.0 53 -1/8' 76 -3/4" (a) 90.0 130.0 54° 5• ) 90.0 130.0 54' GO' 90.0 130.0 90.0 130.0 48" (2' B) 90.0 130.0 88.2 127.4 0, • N0. IN PARENTHESIS INDICATE N0. OF ANGH0R5 PER JAMB NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 UNEQUAL LITB8 (ORIEL TENTS) 61ND066 MINI LOAD CAPACITY - PSP 01ND00 DIMS. GLASS TYP69 A' 8 'B' GLASS TYPES C' • 'B' GLASS TYPE MOTH 00041 EMT.(0) 100.( -) EMT.(') 1NT.( -) EMT.(t) IM.( -) 19 -1/8" 90.0 90.0 80.0 50.0 90.0 130.0 20 -1/2" 50 -3 /8„ 90.0 90.0 80.0 80.0 90.0 130.0 37" (4) 90.0 90.0 80.0 80.0 90.0 130.0 53 -1/8" 90.0 90.0 80.0 80.0 90.0 119.2 19 -1/8' 90,0 90.0 80.0 60.0 90.0 130.0 20 -1/2" 56 -5/8' 90.0 80.0 80.0 80.0 00.0 130.0 37" (5) 904 90.0 80.0 80.0 90.0 130.0 53 -1/9" 90.0 90.0 60.0 80.0 90.0 113.7 19 -1/8' 90.0 90.0 80.0 80.0 90.0 130.0 28 -1/2" 00.0 00.0 80.0 80.0 90.0 130.0 37" (E) 90.0 90.0 80.0 80.0 90.0 130.0 53 -1/8" 90,0 90.0 - - 00.0 110.5 19 -1/8' 90.0 90.0 80.0 80.0 90.0 130.0 28 -1/2" 76 -0/4" 900 90.0 80.0 80.0 90.0 130.0 37" (9) 90.0 90.0 - - 90.0 130.0 53 -1/8" 90.0 90.0 - - 90.0 109.8 24' 90.0 90.0 80.0 80.0 90.0 1300 XI•' 00.0 90.0 80.0 80.0 90.0 130.0 36" 90.0 90.0 80.0 80.0 90.0 130.0 42" (4) 90.0 90.0 80.0 00.0 90.0 130.0 90.0 80.0 80.0 80.0 90.0 130.0 54" 90.0 904 60.0 80.0 90.0 119.8 20" 90.0 90.0 00.0 80.0 90.0 130.0 30" 904 90.0 00.0 80.0 90.0 130.0 38" 00.0 00.0 80.0 80.0 900 130.0 42" w (6) 90.0 90.0 80.0 80.0 90.0 130.0 4B" 90.0 90.0 904 80.0 90.0 130.0 54" 89.1 90.0 - - 89.1 100.7 14" 90.0 90.0 60.0 80.0 90.0 130.0 30" 90.0 90.0 80.0 80.0 90.0 130.0 35" 90.0 90.6 80.0 90.0 130.0 42" ,2. ) 90.0 90.0 - - 904 48' 904 90.0 - - 90.0 129.3 54" 84.8 90.0 - - 84.8 108.4 53 -1/8" 50,1/5" _ _ _ _ 90.0 1304 53-1/9" 30 /0 - - - - 90.0 130.0 53 -1/6" V)" - - - - 90.0 130.0 53 -1 /O" 787)/4" - - - - 90.0 128.3 54" M" - - - - 90.0 1304 54" I )" _ _ _ _ 59.1 128.7 54' (7) - - - 84.8 1229 • N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB 0040'.MVeA Alnvb CIVIL FU. PE Y.'70592 CA.N. 35538 JAN J:6' 7017 PRODUCT REVISED complyi4g with Om Markle Building Coda Acceptance No 'O213,O6 Expire01 Dam By Mi VAT/PIP,' Dade PROM z tg 4 R RE 8E O M 0•4a O d 4341 110 8 0, 5 0 E a drawing no. W07 -25 (sheet 2OT 5 ) 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING Z 0 10 TYPICAL ANCHORS 5EE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE F - - - - -TT IMIAMI -DADS COUNTY APPROVED IMULIJON MULLION ANCHORS 590 SEPARATE NOA TYPICAL ANCHORS SEE NEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. IBY W000 BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING 2: .000 BUCK OR WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" DIA. )IJTRACON BY 'ELCO' (Fo -111 K51, Fy =159 K51) INTO 28Y W000 BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 187 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 614 SMS OR SELF DRILLING SCREWS (GRADE 2 CNS) INTO METAL STRUCTURES STEEL 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM 1/8" THK. MIN. (5063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 612 SMS OR SFLF nRII I ING SCRFWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPCCAI EDGE DISTANI,F INTO CONCRETE AND MASONRY = 2° MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE = 3/4" MIN, CONCRETE AT HEAD, SILL OR JAMBS 92 - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES• W1 = 7/8" LONG NOTCH AT ,EACH END Ergo AAVAD An CIYR. 'T0, PIE. 75J Y 10592 / JA 62012 •PRODOCF REVISED it complYingwdpNlbe PNFIde 6uiMMg Coe Ae0 P00lm N0 I O2I .2 'ration DAM ,9,127,1 AF Miun' r p :rS� SE�2' 3 0 0( 8 0 drawing no. W07 -25 sheet 3 o 5 MIAMI -DADE COUNTY APPR.0 CUPPED MULLION SEE SEPARATE MA TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR BOTH ITEM PART Y OTT. DESCRIPTION MATERIAL MANP. /SUPPLIER /REMARXS 1 TM-131A I FRAME HEAD 6083 -T6 - 2 OW -37731 1 FRAME 50.1 6063 -T5 - 3 TM -130 2 FRAME JAMB 8063 -16 - 4 114-131 1 MEETING RAIL 6053 -06 - 5 TM -140 I VENT TOP RAIL 6053 -18 - 6 GW -31130 I VENT BOTTOM RAIL 8063 -18 - 7 GW -31134 2 VENT JAMB STILE 8063 -16 - B GW -31470 2 VENT STOP 6063 -18 - 9 TM -1416 4/VENT GLAZING BEAD 6063 -86 - 10 643371 (2) STRIP FIN SEAL WEATHERSTRIP - BOTTOM RAIL /FRAME 51L1 11 W43201 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP /810.RAIL 12 W31225 (2) STRIP 85 SEAL WEATHERSTRIP VENT JAMB STILES 14 05043 2 13 /6•x1 /8 "x1/2" FINSEM. PAD - FRAME SILL CORNERS 15 11 -118A 2/VENT SPRING LOADED EGRESS LOCK 6063 -T5 VENT 5OTT. RAIL, 5" FROM ENDS 18 - 4/VENT VENT GUIDE NYLON VENT INT. CORNERS 11 - 2/VENT CALDWELL SPIRAL BAIANCES - AT FRAME JAMBS 15 WVR -9302 2/VENT 64AA1ICE COVER VINYL FRAME HEAD /JAMBS 19 559 2/VENT CALDWELL BALANCE CUP - VENT 50TT. CORNERS 20 - 2 /12 x 3/4" P.N. 5M5 STEEL (1) AT (ACN BALANCE 21 - 2/ CORNER pl2 x 1' P.H. SMS STEEL FRAME CORNERS N MTG. RNL CORNERS 2T - 2/ COMER p10 1 7" P.H. SMS STEEL VENT CORNERS 24 - 4 /5 x 3/5" F.H. SMS. STEEL AT EA PLASTIC GUIDE 25 - 2 1/2" X 1" X 1/8" REINF. CHANNEL 6063 -15 AT MTG. RAIL 26 - 1 I X 1 X 1/6" REINF. 105E 6063 -75 AT VENT TOP RAIL 27 - 1 I -3/8 0 1/16" REINF. 805 6083 -15 AT VENT TOP RAIL 1/4" SHIM TYPICAL ANCHORS MAX, SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING IBY WOOD BUCKS r Elgr: JAV • MIN • CML V M PE Y 70592 CAN. 3538 85000 = N 0 STRUCTUR JAN f6 2012 R ODUCT REVISED 9plyi94 WII11610818'1 6 Beildb9 Code Acceptance No rNb9 (4, z rg 8 8 6O 0 DI 0 cn a. 0 C 9q drawing no. W07 -25 sheet 404 5 ) 1.406 O VENT STOP FRAME HEAD .055 x.312 1.750 MTG. RAIL REINFORCING VENT TOP CORNER .375 0 FIXED MEETING RAIL GLAZ NG BEAD FRAME TOP CORNER 5 1.750 33 .06 000 (- VENT TOP RAIL 2.202 9971 SASH SIDE RAIL ® LATCH LOCK .245 2 4.347 3.927 — I.375 _.J 3.141 --4 VFNj BOTTOM CORNER Enor:, VAS ANMN2 75%. PEA 705112 CA.4, 3536 PRODUCTREVISBD 6 complying wilh the FUNM& BplMing Code Aowpoe No -D'f- Ex ionDato 977CL gon j ade P odatt O VENT BOTTOM RAIL FRAME SILL FRAME ROTTOM CORNER AN 18 2012 drowing no. W07 -25 (sheet $of 5 MIAMI COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door L.L.C. 601 N.W. 12th Ave. Pompano Beach, FL 33069 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product pr material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicalble building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High. Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series 370 Aluminum Sliding Glass Door w/ reinforcements - Impact APPROVAL DOCUMENT: Drawing No. W03 -90, titled "Series -370 Alum Sliding Door -LMI ", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/06/03 and last revised on MAR 10, 2009, signed and sealed by Dr. Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. Two (2) '` /o" masonry screws must have min embedment of 1 -5/8" into concrete or grout filled masonry. 2. Pockets are under separate approval. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there h change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revisi materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endo product, for sales, advertising or any other purposes shall automatically terminate this NO with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed; / be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributers and shall be available for inspection at the job site at the request of the Building Official. This NOA revises &renews NOA # 05- 1114.06 & consists of this page 1 and evidence page approval document mentioned above. The submitted documentation was reviewed by Ishac I. Chanda, P.E. NOA No 09- 0319.06 Expiration Date: March 18, 2014 Approval Date: April 22, 2009 Page 1 E -1, as well as, T.M. Window & Door Co. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS(transferred from file # 05H1114.06) 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -90, titled "Series +370 Alum Sliding Door - LMT", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 10/06/03 and Iast revised on MAR 10, 2009, signed and sealed by Dr. Humayoun Farooq, P.E. B. TESTS (transferred from file # 05-1114.06) 1. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water ResistancelTest, per TAS 202 -94. 4) Forced Entry Test per FBC 2411.3.2.1 and TAS202 -94. 5) Large Missile Impact Test, per TAS 201 -94 6) Cyclic Wind Pre$sure Loading, per TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratories, Test Report No. FTL -3773 (FTL03062), dated August 04, 2003, signed and sealed by Joseph Chan, P.E: Note: This report has been revised by an addendum letter dated January 26, 2004, issued by Fenestration Testing laboratory, signed and sealed by Edmundo Largaespada, P. E. based on the review of the test report. C. CALCULATIONS 1. Anchor verification complying to FBC 2007, prepared by Al Farooq Corporation, dated 03/10/2009, signed and sealed by Dr'; Humayoun Farooq, P.E 2. Anchor, calculation and structural analysis, prepared by Al Farooq Corporation, dated 10/29/2003 and last revised on 03- 18 -04, signed and sealed by Dr. Humayoun Farooq, P.E. (Submitted under file # 05- 1114.06) 3. Glazing complies with ASTME - 1300-02 & -04. D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 for "Saflex IIIG, clear & colored interlayer" issued to Solutia Inc., expiring on 05/21/2011. 2. Notice of Acceptance No. 090310.02(Rev 03- 1223.04, former Surface Specialties Tech) issued to Cytec industries Inc. for "Uvekol Laminated glass, expiring on 02/08/2010. F. STATEMENTS 1. Statement letter of conformance to FBC 2007 and "No financial interest=', both dated 03/10/09, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Laboratory compliance , as a part of above test reports. 3. Addendum letter to test report FTL -3773, dated Jan 26, 2004, issued by Fenestration Testing laboratory, signed & sealed by Edmundo Largaespada, P. E. 4. Statement letter/ list of approved "UVEKOL" laminator, issued by Surface Specialties (UCB Chemical Corp), signed by Jonathan Shaw, Ph.D. (transferred from file # 05- 1114.06) G. O 1'H1:R 1. This NOA revises & renews NOA #I05- 1114.06, expiring 03/18/2014. I .h'i1 • (stilts_ Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 0319.06 Expiration Date: March 18, 2014 Approval Date: April 22, 2009 E -1 6' MAX. HEAD /SIEL CORNERS CLUSTER OF 6 AT RTC STILES • 199' MAX. DOOR WIDTH 2 ANCHORS AT INTERMEDIATE PLACES ANO AT ENDS 21' MAX. TYP. AT HEAD/SILL uY SERIES -370 .ALUM. SLIDING GLASS DOOR (L,M.I.) DESIGN LOAD RATING FOR THESE DOORS TO BE AS PER CHART SHOWN ON SHEET 2 THIS PRODUCT HAS BEEN DESIGNED ANC TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDITION INCLUDING RICH VELOCITY HURRICANE ZONE (iiPHZ) WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING CR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A 1060 )URAIIOV INCREASE 15 USED IN DE51GN OF ANCHORS INTO WOOD ONLY MATERIALS INCLUDING But NOT LILTED TO 51EEL /METAL SCREWS. THAI COME INTO CONTACT WITH OTHER DISSIMILAR MA'ERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 44 3/4' MAx. D.L. OPG. 51' MAX PANEL WIDTH 44 3/4' MAX. D.L. OPG. - -� 51' MAX ^- PANEL WIDTH TYPICAL, ELEVATION TESTED UNIT THESE 000RS ARE RATED FOR LARGE AND SMALL MISSILE IMPACT AND REQUIRE NO SHUTTERS. CLUSTER OF 3_ AT MTG. STILES 117�,/JI 53W MOUCT RENEWED StemwptylNi with the Florida 4016111,11 Code AveryAale,LAoa Dote ° g, ' / dot Dote Oef y Hy lS�a4[ 1 ,LLS r M•ei Dade JirMian Engr: OR. HU.MAYGUN •AR00o STRUCTURES FLA. PE / ;6054 CAN 35_d • TAME 1 U 2009 W03 -90 !sheet I of 7 NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E;300 -02/04 (3 SEC. GUSTS) ANO FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 lI XO X0 000 ' /4' HEAT STREN O CLASS .120' INTERLAYER FILM �UVEKOL 110. RESIN 8Y OCR CHEMICAL CORP. rl /e HEAT STREW() GLASS I SILICONE OOW CORNING 995 C I HEAT 5TREN'0 GLASS \.090- INTERLAYER FILM ` SOLUNA SAFLEX /KEEPSAFE MAXIMUM \ /.1/1" HEAT STREW° GLASS \ SILICONE GLASS TYPE 'A' /10 O GLASS GLAZING OPTIONS 040 00X0 6080 APPROVED CONFIGURATIONS (NON- POCKETED DOORS) 006060 XXXXXX ONE PANEL 00 PANELS THREE PANELS Two PANELS P0CKE7 LEFT GR 10671 PCCKEI ;EFT OR 1(10107 POCKET :E17 OR RIGHT POCKET LEFT AND RIGHT FOUR PANELS POCKET LEFT ARO 676101 APPROVED CONFIGURATIONS (POCKETED DOORS) 57X PANELS POCKS LEE ANO RIGHT TYPE Env 06 W1Y0VN 641000 STRUC!URhU LS FIA.PE 16557 6.6 N 3536 i0?009 /RmmUCT RENEwen • wampbing with the PloNde Bt11dYt` Code Acceptance Ne 5 - a3 /9.OL p&.spintlar Date /.1402/5, Z /tT i By 4 • 4 .1 Mboi Dads v g Il ll3 .0 r slJi JL)Lf .� drowmg ( W03 -90 sheet 2 of 7J DESIGN LOAD CAPACITY - PSF PANEL wan. NOWiUL H.AN HOW $1 /:N TYPE 'A' OR '8' EXT. (h) INT. ( -) 2/6 3/0 3/6 4/0 4/6 6/8 72.0 __ 72.0 . _ 72.0_ .�_. 720 ^ 72.0 72.0 72 0 720 72 0 1 72.0 2/6 3/0 3/6 4/0 I ' 1 8/0 72.0 72.0 72.0 72.0 72.0 72.0 72.0 72.0 NOTE. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E;300 -02/04 (3 SEC. GUSTS) ANO FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 lI XO X0 000 ' /4' HEAT STREN O CLASS .120' INTERLAYER FILM �UVEKOL 110. RESIN 8Y OCR CHEMICAL CORP. rl /e HEAT STREW() GLASS I SILICONE OOW CORNING 995 C I HEAT 5TREN'0 GLASS \.090- INTERLAYER FILM ` SOLUNA SAFLEX /KEEPSAFE MAXIMUM \ /.1/1" HEAT STREW° GLASS \ SILICONE GLASS TYPE 'A' /10 O GLASS GLAZING OPTIONS 040 00X0 6080 APPROVED CONFIGURATIONS (NON- POCKETED DOORS) 006060 XXXXXX ONE PANEL 00 PANELS THREE PANELS Two PANELS P0CKE7 LEFT GR 10671 PCCKEI ;EFT OR 1(10107 POCKET :E17 OR RIGHT POCKET LEFT AND RIGHT FOUR PANELS POCKET LEFT ARO 676101 APPROVED CONFIGURATIONS (POCKETED DOORS) 57X PANELS POCKS LEE ANO RIGHT TYPE Env 06 W1Y0VN 641000 STRUC!URhU LS FIA.PE 16557 6.6 N 3536 i0?009 /RmmUCT RENEwen • wampbing with the PloNde Bt11dYt` Code Acceptance Ne 5 - a3 /9.OL p&.spintlar Date /.1402/5, Z /tT i By 4 • 4 .1 Mboi Dads v g Il ll3 .0 r slJi JL)Lf .� drowmg ( W03 -90 sheet 2 of 7J I By WOOD BUCK TYPICAL ANCHORS M STAGGERED PAIRS'T SEE ELa V FOR SPACING • A� c • 1 -t /2 8 7 N:- 0 1111\44111 Amore!' alp. aingealltAiMi I 2_ I(2< 2 26 N4H STRENGTH "GROW TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEV. FOR SPACING •2 -1/2" • ♦7 -M MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 7 TYPICAL ANCHORS IN STAGGERED PAIRS SEE ELEv. FOR SPACING METAL STRUCTURE TYPICAL ANC110115 IN STAGGERED PANS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 1 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY 'ITW' (F„• 120 K51. Fy -92 K51) 1/4" DIA, ULTRAGON BY 'ELCO' (N.177 K51. Fy -75S K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD TRRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. 012 MASONRY 1 -5/8" MIN. EMBED INTO CONC. OR MASONRY 1/4" TEKS OR SELF DRILLING SCREWS (GRADE 5 465) INTO METAL STRUCTURES STEEL 12 GA. MIN (Fy = 36 KSI MIN.) ALUMINUM 1/8" INK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 114 SINS 0R SELF DRILLIN . c R WS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN (NO SHIM SPACE) JYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY _ 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN CONCRETE 1'c - 3000 PSI M1N. MASONRY I'm - 1500 P51 1,I16. THK. 100 ") TYPICAL ANCHORS IN STAGGERED PAIRS _SEE ELEV. FOR_.SPACIMG. aEALANTS: FRAME AND PANEL CORNERS AT SILL AND JAMBS SEALED .WEEPHOLES: WI = (6) 1" WEEP NOTCH W2 = (6) 1" WEEP NOTCH 't�qr OR numerate* FAM•U7 51RUCNRES FLA PE / 16557 C A K 7538 1 0 7009 PRODUCT REN€WRd seamstayise E Milt the Amide ANRRWARR. Nr = /efp6 e i doA Doe AND INSTALLATION SCREWS WIN JOINT SEALANT. AT EACH ENO OF SILL AT EACH ENO OF SILL s 8j'YI!a drOwIqg W03- 90 L7heet 3 of 7 C --L77i=F-7/CI irrA PANEL VOOTH D 01. OPc, E F (3) •i0 X 2. SELF DR1LuNC SCREWS Al 10 FROM EACH END & ONE AT MIOSPAN EXTERIOR 0.1. OPC. PANEL WIDTH DOOR WIDTH TYPICAL ANCHORS AT 13 0C SEE ELEV, ----- ACCESS HOLE (2) 110 x SNS AT TOP & eorrom RAILs TYPICAL ANCHORS AT 1 3" O.C. [ ' SEE ELEV PRODUCT RENEWED SI alomplybe 10110 the Fawide Bidding Code Acceptance NO09, 63/9.04' . explratina Dole ,4M0 It, '0/ ................, Env: 11R OUNIVIJUN FARGO() STRuCTLRES (LA S 16051 C 353d DOOR WON, 2.9 0 214, j Inr .‘ 9d ' / ° [drawing no LW03-90 shWet 1 .1, I 1 EXTERIOR 1 1 _ 1 ,,, e I ffiarg i i s , ....., _ cy , , .r al, I( 1...__, 1 84 6 ■.;) ::?; 5 . 1 III i I ED ,--] 'I - ----.] ... : 1 TrT 1. ■■ 1, , \1 x , io ,4 VI 1 171-9.7.---- 0 III . ' la _IA ,.....i. A' 1 „. i. , r --I 1 --,1 II 1 ' li ik- - ' 11 11 1” L ,. _ 1 III i NI. __41/CD 11 1 i I I 1 *ow II. ' iiTii-im iii■,, 7 1 I MAKI 1 1 i I , I 1 I I' I _ . ' I 177 • .... 1 ii 1 , ff 1 v ,r 1- -r- 11 c LO H I 1 c .) l I 1: „‘ i ii lim Ill I 111 Y--© aland _ ___t 9 „ I I, t gl ■, ..... , f!_iffl? , :‘,-..., . -1:-_,,..14:;1? , i;ki. i(-,— 12 z..... tv is i • /' L-. - t :h ia ; , ,,._________. 1( SERIES- 370 A.I.L114. SIJOIN6 GlASS DOOR (1:,k11))7. AL-FAROOQ CORPORATION ra---- 1 nreowsons: _ t _ i, .-. . _ ,..._..; , , 0 , 0, 71 ec „ r tly ±1,,,S Cs rTht I 00 c 0 , 1 --" i- . ( TM WINDOW AND DOOR 11 ENGINEERS & PRODUCT DEVELOPMENT ,, I 1235 S.W. 87 AVE , 1 - , :.--,-- „-,---- —.DI I EC= ., 9, o 7 2 75 - 1 R.OV CZUBCCI:•SCSME°(1(2.1S R. 33069 C 1 Ci) • '%"--- ' --•-•,---' -" ' ' • Pjos os 09 3ATED FOR 200 ■ pc [7.,J 1 ' i L'''' POMPANO el 2ETA11044'. VFEL. TEL. (954) 781-4430 FAX (954) 781-50 8 7 ti • j ii, irELIVIIAM43.1, sit.206R4.10i0A 033174 f Ax. (3.$) 2.2.497. CamP - AMAW0,3 9617.4w - ..... 1 /Ft) fl tAXED CLIP 0 A (8Orrom) ar1111V3 1/4" TRPCONS -3/4" MIX EMBED ......./ „L.: OxO OR ORO REVERSE Env. OR MUILVIOripi r../MOC S(RUVURES EV RE • ! 6557 C 3538 PRODUCT RENEWED as complying RIR) DR Pd 11 Rending Code Expirmioo D:WW/ AVOrpf once IV • 1ctft5 / (440 r 375 5 028- i .060 1 i L-1596 - -- 1.596- 4- 1596 -J FRAME BEAD Sw -27509 477 _1 PANEL TOP RAIL Gw 37632 (-- - 1.581 —.� i I .706 1 -1.085 --+ TOP CLIP TM -110 4 475 WALL ANGLE BRACKET 114- 104 LENGTH . PANEL HT. 4417 875 1 062 4.873 4.893 1.367 1.367 PANEL BOTTOM RAIL Gw 37624 DOOR FRAME JAMB Ow -31172 2. (00 080 625 -- i� i II I� .687 5 500 FRAME SILL TM -'11 4 000 r-- 2.080 _ _ WAL-L INTERLOCK Tu -105 1 462 3.147 0-e. =� 600 1'- --- 2 529 842 (•- --.072 STILE ADAPTER GW 37629 2.093- - 2.688 070— 758 �-- -- 2.562 - ---I MALE BUTT STILE /LOCK STILE GW 37623 r'- -- 2.762 - .622 r_ 1 693 tom- 2.244 - -- --1 3 119 -_. --! POCKET MINOR INTERLOCK 7M- 106 1 164 1 3.157 2.845 1 x- .125] 2.782 6081 -. .090 -- 2.230 875 J-! 1.005 POCKET MAJOR INTERLOCK /ASTRAGAL 1M -108 1 670 1 771 � f 080 0 MINOR INTERLOCK RE,NFORCEMENT 19 -107 LENGTH . PANEL Ht. - 4.5" 2 564 l JP- 095 140 MAJOR ■NTERLOCK REINFORCEMENT 1M -109 2.475 - - - --� .750 .144 -1 600 — FIX. PANEL STILE 0w 37637 DOOR FRAME JAMB GW 34977 500,-1 J -7 L 1 3.000 375 I 3 000 FIX PANEL CLIP 0W 37743 Engr: J9 H0MA70UN 142000 5190010(905 Ft6 PE a 10557 C 4.N. 3538 MAR 1 2009 000 REINFORCING BARS PRODUCT RENEWED W comply* wit! Oe Pleraa H4ddln Code Acceptance N y .i G G EipS.aee � 9 20 1V By Kt 1. Mls641etnOMZlnei2 DMhiat 11 tk Crowing no [W03 -90' heel 6 of :7--" PANEL TOP CORNER PANEL aOTTOM CORNER ITEM No, PART No QUANTITY DESCRIPTION SW-27509 2 TM- I I I 3 MATERIAL MAN F./SUPPLIER/REMARKS FRAmE HEAD (3 TRACKS) 6063-16 XXX FRAME Su (3 TRACKS) 6063-16 xXX 509- 3072 FRAME JAMB (3 TRACKS) 6063-76 XXX GW 34977 i FRAME Awe (2 TRACKS) 6063-76 XXX 4 19-104 AS Rm. WALL ANGLE BRACKET 6063-16 xxx 5 76-105 AS PEW: NALL INTERLOCK 6063-T6 xxx 6 59- 37637 1/ PANEL tOP RML 6063-T6 xxx 7 OW-37624 1/ PANEL 80TIO8 RAIL 6063-16 xxx 19-108 AS 6000 POCKET MAJOR INTERLOCK 8063-76 xX 9 16-106 AS RE00. POCKET MINOR INTERLOCK 6063-16 060 10 T9-007 1/ INTERLOCK 81909 ,NTERLOCK REINFORCEMENT 6063-16 FULL LENGTH 11 T9-109 I/ INTERLOCK 90.1012 INTERLOCK REINFORCEMENT 6063-T6 FULL LENGTH 12 TIA-110 7 TOP CUP. 9-1/2- LONG 6063-76 1 (450 49070 ALL 1NTERLOC60NG & FEMALE STILES 13 GYI 37637 AS RE00. FIXED PANEL STILE 6063-16 060 14 GW 37743 AS REM FIX. PANEL CLIP 4. 15 609-37623 AS RE00 NA661.5 Burl STILE 607377: xx pxw1 Loc. 5,0(5 16 041-37629 AS 8E00. STILE ADAPTER 6063-76 PANEL ASTRAGAL 20 4020-9110 1 ROW -ULTRAFAR" 7114 SEAL WEATHERSTRIP 6001. TOP & BOTTOM RAILS 21 4037-9110 2 ROWS 'ULTRAFAB" FIN SEAL WEATHERSTRIP WOOL RITERIOR INTERLOCK STILES/FRAME JAMBS 22 4020-9110 1 ROW -uLTRAFAB" FIN SEAL WEATHERSTRIP vox CRAW JANOS/ASTRAGAL 23 000 AS 0E00. 3/4 4 2 1/2" LG. SELF-ADHES170 7109 SEAL PAO WOOL xXX 24 xXX — As 9000 POLYURETHANE SEALANT FOAM ENDS/INTERLOCKS 25 DOW 995 AS RECTD STRUCTURAL SILICONE SILICONE PANELS 26 TM-36205 2/ PANEL TM TANDEM ROLLER ASSEMBLY ALUM/NYLON BOTTOM OF PANELS 27 TM-32476 2 TM LATCH ASSE04817 28 TM-32424 2 1M KEEPER *1004/511471 4.4410 ASTRAGAL ALumiNum FEMALE ASTRAGAL 29 010 2/LATCH 110 X 2" OH. 145. ASSEMBLY SCREW 30 xxx _ 2/KEEPER # ■ 0 . 1/2" TR. 140. KEEPER 1757. SCREW siSTEELEEL FLAET.CHFAAsTRAGAL557. 31 xXx 8/PANEL •10 . 1- Pm. 5045. PANEL ASSY. SCREW STEEL PANEL CORNERS 33 xxx 2/CUP 910 x 1 ' Pil. SUS. TOP CUP iNST. SCREW STEEL HEAD INTERLOCKS 34 Xxx AS 9(0.0 r x r REINFORCING 8.414 57001 AT Fix. PANEL 57110 35 000 AS REOD vs^ x 1" REINFORCING BAR STSSI.. AT FIX. PANEL STILE Eng, 00 01:MA7OLIN FA1000 STRuCWRES 0557 C.1.01 3738 - MAR ZOO PRCODUCT RFN i:WFU •omplylay 00. ',is r.rida abidias Acceptance No.a-LL17/1:0 111fratioa - ' MiAMHADE COUNTY )..2- /17? DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE (IF ACCEPTANCE (NOA) 601 N.W. 12— Ave. Pompano Beach, FL 33069 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175=2474- T (786) 315=2590 1' (786)315-2599 www-Foh====idade,=-Tivioerei ot.Airr,; t`f"`Mg_ !SSI!nd hrifi,--T the nnolicaille rules and regulations povernino the -Lisa of construction materials. The an-J. zccoptcd by Miami-Dade County PERA, -Product Control Section ti-J °,77i. ta:77-- =7,7 :77.77fl!f.f't '1:7= !-1:7:1:7± revriiff--. 7.f.•=f.f"-!: `71h7 7777:17.71777:77.71-7: r° _ _ _ _ _±. fril•P) _ !77- rnt!.11.77 chri! rt-r tilreshnid type !..ri.v,,hr ! •rtv. "-Itt-tfr!r- l^f!-!"1:1- rrnfli thre5:Pri!c: tVrte to !I label th:o neroo: 1e;--to, and tl,t,t1111 tt411,1,,P Y't It II°, It I "it; tt 1,-Ortt 413 Vt IA4, t'-11 AA,' VA ait in the applicable building code negatively adieu= the Pertormance of mis product. TERIVITUNATION of I.`40A will date or if 'chore has been a 11L.JiI or change the for sales, advertising or any other purposes shall automatically 'terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination. end removal, of NOA, ADVERTISEME:.'41% NGlis pi-eced'eti ILI: :voids liami-Dadc County, Florida, and followed by the done in as entirety_ t. L1ti4 1.`0,12- ;L:z, Lite LUC' rilanttice,,Lterer tin. Litz:LI...J.:T. any. This )(I, revises liO4. -6218.05 ami consists of tins page and evidence pages P.- 4s weti as The spill-pined riocumoination was reviewed by ishatt 1. Chantia, NOA No 12-0208.14 Expiration Date: April 21. 2016 Approval Date: ,j%- (33, 2012 Paget T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11- 0218.05) 2. Drawing No. W11 -03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Side[ites (L.M.I.) ", sheets 1 through 16 of 16, prepared by AL- Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 11- 021$.05) 1. Test reports on: 1) Air Infiltratibn Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A -1 thru F -1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL -6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11- 0218.05) 2. Glazing complies w/ ASTME - 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Enviroiiiiient, and Regulatory Affairs (P ERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624102 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass interlyer ", expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0325lL05 issued to Solutia Inc. for their "Saflex Clear or F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by Al- Farooq Corporation, 01/19/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11- 0218.05) _. Lair cot _ p1ia i e a- part of the a e e - -- G. OTHER 1. This NOA revises NOA # 11- 0218.05, expiring on April 21, 2016. 2. Test proposal # 10 -0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010 approved by BCCO. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12- 0208.14 Expiration Date: April 21, 2016 Approval Date: May 03, 2012 sheet 1 of 16) LOCK OPTIONS SEE SHEET 5 CLASS D.L.0 DIMS D.L.0. HEIGHT (DOOR & SIDELITE) w FRAME HEIGHT - 14,875' DLO, WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH - 11.875" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20 ")/2 SERIES -249 ALUMINUM FRENCH DOOR TN/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 6 FOR DESIGN LOAD CAPACITIES. 6" MAX. HEAD /SILL CORNERS 41 7/8" FRAME WIDTH 15" MAX. HEAD /SILL SURFACE APPLIED FALSE MUNTINS MAY BE USED HINGE OPTIONS SEE SHEET 5 —4 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECDON 2003.8.4. 30" D.L. OPO. 38 5/8" LEAF WIDTH TYPICAL ELEVATION ( X ) SINGLE LEAF DOOR 8 HEAD /SILL ANCHORS AT STILE ENDS (6) AT 3" O.C. 6" MAX. HEAD /SILL CORNERS 80" TYP. FRAME WIDTH 15" MAX. HEAD /SILL DOOR OPTIONS 30" O.L. OPG. 38 5/8" DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LEAF WIDTH li I 29 7/8" OPG. 38 5/8" LEAF WIDTH z TYPICAL ELEVATION P7M9pUCTRav1SRO ( XX ) aelOrmk heFk'kA+. DUAL LEAF DOOR AfeklIesses 020 Y44sylirMlwg�9�te 2(20 MW OrtBe Proited Central I:ngr. JAV AD c(VI F pE 70 92 AP 2'1,8 2112: 0 z 0 n 0 0 0 C 8 t drowing no. W11-03 1 ,.I i i \ I \ I \ ,-� 4_ \II N. II \ ----U -,-- - - -- IIy'_ , �" \ /' \ Al/ II / II___1 - = -N-- T 11 / 1i/ g _77++-_ / ii / 11 S a O C / / / / / / © / / / / 7/ / f' / i \LOCK OPTIONS \SEE SHEET 5 \ \ \ \ \ \ \ ACTIVE _— �— — INACTIVE DOOR OPTIONS 30" O.L. OPG. 38 5/8" DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. LEAF WIDTH li I 29 7/8" OPG. 38 5/8" LEAF WIDTH z TYPICAL ELEVATION P7M9pUCTRav1SRO ( XX ) aelOrmk heFk'kA+. DUAL LEAF DOOR AfeklIesses 020 Y44sylirMlwg�9�te 2(20 MW OrtBe Proited Central I:ngr. JAV AD c(VI F pE 70 92 AP 2'1,8 2112: 0 z 0 n 0 0 0 C 8 t drowing no. W11-03 6' MAX, HEAD /SILL CORNERS FRAME WIDTH 41 7/8" SIDELITE FRAME WIDTH 3" TYP. { 1 1/4" MAX 80" MAX. XX DOOR FRAME WID „.11,11-1.111-1„1 I HINGE OPTIONS SEE SHEET/ 5 / / / / / /./ / / /, \LOCK OPTIONS \SEE SHEET 5 HEAD /SILL ANCHORS AT STILE ENDS (6) AT 3" 0.C. 1 1/4" MA 15" MAX. HEAD /SILL / - -H -- T II 1 / I/ INACTIVE ACTIVE ANCHORS AT MULLION AT 4", 7" & 10" FROM ENO OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD /SILL 41 SIDELI FRAME WIDTH 30" D.L. OPG. 38 1/8" LEAF WIDTH 30" D.L. OPG. 38 5/8" LEAF WIDTH 28 7/8" D.L. OPG. 38 5/8" LEAF WIDTH TYPICAL ELEVATION OxXO WITH PANEL SIDELITES SIDELITE OPTION LEAF' WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED a VIMMAUCC wwio ma Weie *ft all IWO* Cede A..Yphwe IM ow 0 1) s drawing no. W11 -03 sheet 2 of 16 —u 4 Al/ 1r II II - L -- -- u - - -- 1 1 30" D.L. OPG. 38 1/8" LEAF' WIDTH SURFACE APPLIED FALSE MUNTINS MAY BE USED a VIMMAUCC wwio ma Weie *ft all IWO* Cede A..Yphwe IM ow 0 1) s drawing no. W11 -03 sheet 2 of 16 HEAD /SILL ANCHORS AT STILE ENDS (8) AT 3" O.C. ANCHORS AT MULLION AT 4 ", 7" & 10" FROM END OF FRAME AT DOOR AND SIDELITES TYP. AT HEAD /SILL 8" MAX. 48 5/16" 80" MAX. 3" XX DOOR FRAME WI H I l 1 1 HEAD /SILL CORNERS TYP. 15" MAX. HEAD /SILL 1I I I __- t‘I I -- III) {III '.. D.L OPG. 3 1I I 1 I I 1 I I / \ � - CO /, • • O / / HINGE OPTIOilS SEE SHEEY 5 / / / / , / \LOCK OPTIONS \SEE SHEET 5� \ \ \ \ ® \ II \ \ \ \I I 4 \ ___ 1y __ 11 11 / ii/ E. / II u / u / 4 __ i)( II II II ti II n n INACTIVE 30" ` fY /` ACTIVE 29 7/8" --- - 41 5/8" D.L. OPG, 46 3/8" D.L OPG. 38 5/8" DA. OPG. 38 5/8" SIDELITE WIDTH LEAF WIDTH TYPICAL ELEVATION ( OxxO ) WITH DIRECT SET SIDELITES SIDELITE OPTION SURFACE APPLIED 7 FALSE MUNTINS MAY BE USED M11OAK?NC NW MO Hs Merida ktairases wwe , owe � aC .Enyp: �IAVAD NADi . FIA PE 582,1, G.A.N: 5538 70 I. A u z I- w 1r 0g i O. CPILL o fq ILP_1 R6 ,- z� Q 0 0 cy 9 5 °30 0 a r drawing no. W11-03 sheet 3 of 16 41 7/8" 6" MAX. HEAD /SILL CORNERS g kik FRAME WIDTH 15" MAX. HEAD /SILL m 14 I ill \ %/ u 14 // / / t.L., / / // / D1 / / 31 01. OPG. 38 5/6" LEAF WIDTH TYPICAL ELEVATION (x) FOR DESIGN LOAD CAPACITY SEE SHEET 5 SINGLE LEAF DOOR WITH SINGLE HUNG WDW, INSERT S.H. WINDOW INSERT OPTION SILL 26 5/8" D.L. OPG. (VENT) 28 7/8" VENT WIDTH 5" MAX. HEAD /SILL CORNERS 3m NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. Dp = +65 * -80 PSF * EXT.( +) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLD CC,IVIL FLA.tFt 70582. CAODUCT OEVISOO ee eepplying wi h Ott Fteeilk. SrkU56 Code A.NOpt *.e OA.f2 7_�_±'i7 t1 Date V n 0 6 6 z 0 a 8 3 drawing no. W11 -03 sheet 4 of 16 / / / / / 1 ACTIVE (X ) SINGLE LEAF (X) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES 'A' OR 'Al' GLASS TYPES 'B' OR 'B1' EXT.( +) INT.( -) EXT.( +) INT.( -) 42 109 80.0 80.0 100.0 141.0 EXT.( +) LOADS SHOWN ABOVE ARE PATH H1GH THRESHOLD FOR STD. THRESHOLD LIMIT 606.( +) LOADS TO 580 PSF LOCKS; OPTION # STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39 -1/2" FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP Be BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION 1i2 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40 -1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) #12 -28 X 2 -1/4" OH MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10 -1/2" & 76 -1/2" FROM BOTTOM FASTENED WITH (2) #8 -32 X 1/2" FH MS (FLUSH BOLTS AT TOP & BOTTOM OF ACTIVE AND INACTIVE LEAFS TO BE ENGAGED DURING PERIODS OF HURRICANE WARNING) DOOR WIDTH DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES Jft /\ / / FRAME WIDTH INCHES \ \ GLASS TYPES FRAME WIDTH /. 'A', 'Al', 'B' OR '131' \ INCHES EXT.( +) INT.( -) / - 109 80.0 80.0 \ \ / \ r / \ / \ / - / INACTIVE \/ ACTIVE DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES FRAME WIDTH FRAME HEIGHT 'A', 'Al', 'B' OR '131' INCHES INCHES EXT.( +) INT.( -) 80 109 80.0 80.0 EXT,( +) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT. +) LOADS TO 58.0 PSF HINGES: OPTION N1 7 -5/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. OPTION #2 3 -1/4" LONG ALUM PIVOT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. FASTENED TO FRAME WITH (2) 1/4 -20 X 1 -1/2" MS FASTENED TO PANEL WITH 2 ) 5/16 -18 X 1 -1/2" MS SEALANTS; FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT, SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. FRAME WIDTH / ACTIVE SINGLE LEAF (X) DOORS WITH 8.H, INSERT DESIGN LOAD CAPACITY - PSF FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPES • DOOR A', 41.', '9' OR 'Bl' EXT.( +) INT.(-) 42 109 65.0 80.0 GLASS TYPE 'F' 8 S.H. WOW. EXT.( +) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.( +) LOADS TO 58.0 PSF efiADUCT WNW s4M! +MA Qe OlerAM A"A 6"848*. • 0 ExplrMler AF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 0 0 S c c° drowing no. W11 -03 (sheet 5 of 16) STATIONARY PANEL (0) OR DOORS WITH SIDSLITES DESIGN LOAD CAPACITY - PSF FRAME HEIGHT INCHES DOOR WIDTH INCHES PANEL /DIRECT SET SIDELITE WIDTH INCHES GLASS TYPES 'A'. 'Al.', '11' OR X91' EXT. ( +) INT. ( -) 81 41 7/8 (X) 80 (xx) 48 80.0 69.7 85 41 7/8 (X) 80 (EX) 48 80.0 69.7 91 4180 (XX) X) 48 80.0 89.7 97 41 7/8 (X) 80 (XX) 42 80.0 79.6 103 41 7/8 (X) 80 (XX) 42 80.0 79.6 109 41 7/8 (X) 80 (XX) 41 7/8 80.0 80.0 EM.( +) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR STD. THRESHOLD LIMIT EXT.( +) LOADS TO 58.0 PSF NOTE: FOR DOORS CAPACITIES SEE SHEET 5. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 DIRECT SET SIDELITE WIDTH 000R WIDTH (X) OR (XX) LE 51051115 W. DOOR W. SIDELITE DOOR W. ( XO (OX) / / / / //, / j, . \ \ / / \ \ DOOR W. ( XO (OX) 1- /4" PANEL SIDELITE WIDTH } 0006 WIDTH (X) ( OXX ) ( X90 ) SIDELITE W SIDELIT W. STATIONARY ( 0 ) SIDELITE W. DOOR W. . SIDELITE W / / \ \ / / \ / L //i % \\ \ / \ \ / \ \ s / \ / 1- /4" PANEL SIDELITE WIDTH } 0006 WIDTH (X) ( OXX ) ( X90 ) SIDELITE W SIDELIT W. STATIONARY ( 0 ) SIDELITE W. DOOR W. . SIDELITE W DOOR W. ( 090 ) U ) i i v ( OXXO ) MkODOCT YRY14tr 801A(q CCnd. 111041s AMODOMe NOW MUM 0./ P el 1 -1/4" PANEL SIDELITE WIDTH INACTNE ACTNE DOOR WIDTH (XX) Ida.. 02 -t0 -11 ) drawing no. W11 -03 (sheet 6 of 16 / / / //i \ \ \ s DOOR W. ( 090 ) U ) i i v ( OXXO ) MkODOCT YRY14tr 801A(q CCnd. 111041s AMODOMe NOW MUM 0./ P el 1 -1/4" PANEL SIDELITE WIDTH INACTNE ACTNE DOOR WIDTH (XX) Ida.. 02 -t0 -11 ) drawing no. W11 -03 (sheet 6 of 16 3/16" HEAT STREN'D GLASS .090 INTERLAYER SAFLEX PVB BY 'SOLUTIA' 3/18" HEAT STREN'D CLASS SILICONE GE RGS7701 GE 1200 3/18" HEAT STREN'O GLASS 1/4" AIR SPACE 3/16" HEAT STREN'D GLASS .090 INTERLAYER SAFLEX PV8 BY 'SOLUTIA' 3/16" HEAT STREN'D GLASS SILICONE GE 6097701 GE 1200 Q GLASS TYPE 'A' GLASS TYPE 'Al' GLASS TYPES ALUM NUM SPACER #8 SM5 AT 4 -1/2" FROM ENDS AND 10 -1/2" 0.C. 3/16" HEAT STREN'D GLASS .090 INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT S7REN'D GLASS SILICONE GE RGS7701 GE 1200 3/16" HEAT STREN'O CLASS —1/4" AIR SPACE 3/16" HEAT STREW() GLASS .090 INTERLAYER SENTRYGLAS BY 'DUPONT' 3/16" HEAT STREN'D GLASS SILICONE GE RGS7701 GE 1200 g EPOM SETTING BLOCK 1/8" X 3/4" X 4" LONG 2 PER LITE, AT 6° FROM ENDS GLAZING OPTIONS GLASS TYPES 'A' OR 'B' (ABOVE) 'A1' OR '81' (ABOVE) GLASS TYPE `B' SILICONE SILICONE GE RGS7701 GE RGS7701 GE 1200 GE 1200 GLAZING DETAILS AT SIDELITE GLASS TYPE 'B1' ALUMINUM SPACER #8 SMS AT 4 -1/2" FROM ENDS AND 10 -1/2" 0.C. EPDM SETTING BLOCK 1/8" X 3/4" X 4° LONG 2 PER LITE, AT 6" FROM ENDS 1/8" HEAT STREN'O GLASS .090 INTERLAYER SENTRYGLAS BY 'DUPONT' 1/8" HEAT SIREN) GLASS SILICONE GE RGS7701 GE 1200 GLASS TYPE `F' (S.H. WINDOW WITH SINGLE DOOR APPLICATION ONLY) PMdau** wawa es itowilbtog C edeN $h Plew lea 11.111164 Aaegtaaee Ns dm}Iratlma Date R, 41. Mimi Dad .I►ta1McI C tJ n a U drawing no. W1 1 -03 sheet 7 of 16 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY WOOD BUCK (SEE NOTE SHEET 1) ALTERNATE ANCHOR LOCATION (S Y 0 BUCK 00 � TRUCTURE EE NO ' HEET 1) a N TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIN. BOLT TRATION 9 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING METAL EDGE STRUCTURE DIST. WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu.177 KSI, Fr. 155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY „1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MINI. THK. = 1/8 ") INTO METAL STRUCTURES STEEL : 1/8. THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE nISrAW INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS t'c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm • 2000 PSI MIN. Mawr REVIOUa w apJ wi% 6s haft. IlialiNse A e,tNo l2 -o20 &Oriole. Nis faQiCide P ALTERNATE OPERATING UNITS 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS v EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING HIGH THRESHOLD APPR'0 FOR WATER RESISTANCE LIMIT MAX. EXT( +) LOADS TO 100.0 PSF (SINGLE 000R) LIMIT MAX. EXT( +) LOADS TO 80.0 PSF (DOUBLE DOOR) OPERATING UNITS • TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPR'D FOR WATER RESISTANCE LIMIT MAX. EXT( +) LOADS TO 58.0 PSF TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING LOW THRESHOLD NOT APPR'D FOR WATER RESISTANCE Engr; JA UO AHMAD ,CML• FLA: PE 8 70592• CAN. 35,35 drawing no.-) W11 -03 (sheet 8 of 16) 3/8" MAX. SHIM 3/8" MAX. SHIM ALTERNATE ANCHOR LOCATION METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING ACTIVE LEAF jr. 1BY WOOD BUCK EXTERIOR 0.L. OPG. LEAF WIDTH DOOR FRAME WIDTH TYPICAL ANCHORS SEE ELEV. o. FOR SPACING ALT, FRAME JAM@ SEE LOCK OPTIONS SHEET 5 3/8" MAX. SHIM 3/8" MAX.• SHIM • MULTIPOINT LOCK TYPICAL ANCHORS " SEE ELEV. FOA SPACING IN- ACTIVE LEAF ACTIVE LEAF 28Y W000 =UCK OR 000 UCTURE LEAF WIDTH EXTERIOR TYPICAL ANCHORS SEE ELEV, FOR SPACING LEAF WIDTH BUTT HINGES SEE LOCK OPTIONS SHEET 5 DOOR FRAME WIDTH PIVOT HINGES (SEE HINGE OPTION SHE 5) OPERATING UNITS drawing no. W11 -03 (sheet q of 16 sheet 10 of 16) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING � 1 1 ALTERNATE ' ANCIOR,.LOCATION • _ ALTERNATE ANCHOR LOCATION 3/6" MAX. SHIM .`- TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. FRAME JAM #10 X 3/4" PH SMS AT 6" FROM ENDS AND 24" 0.C. MAX. PANEL SIDELITE INSTALLATION DETAILS #t0 X 1" PH SMS AT 4" FROM ENDS AND 16" 0.C. MAX. l EXTERIOR LEAF WIDTH LEAF WIDTH SILICONE PANEL SIDELITE WIDTH 3/8" X 3/8" WEEPS 1/2" FROM SILL ENDS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (STD. THRESHOLD) TYPICAL ANCHORS -SEE ELEVATIONS FOR SPACING PANEL SIDELITE UNIT (HIGH THRESHOLD) BUTT HINGES DOOR FRAME WIDTH VM PVCtN*CVIYmY • ee.py6p MA t, Plee1R *eddies Code A NeeneNet OZO / Mild � Doe Mite PANEL SIDELITE UNITS Eng /: JAVAWL D AHMAD CI , FW1, PE $ 7058• �... C.A.N., .3538 , APR 4'8; 2Q12 a ox n u O1 R S 4 1 drowing no. W1 1 -03 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE INSTALLATION DETAILS S /8" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D . OPC. LEAF WIDTH SILICONE PIVOT HINGES DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH CO X 1" PH SMS AT 4" FROM ENDS AND 16" O.C. MAX. DIRECT SET SIDELITE UNITS ° EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING DIRECT SET SIDELITE UNITS drawing no. W11 -03 (sheet 11 of 16) FRAME TOP CORNER SIDELITE CORNER DOOR LEAF CORNER ITEM PART / QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARRB 1 TM -099 1 FRAME HEAD 8083—T6 — 2 945797 1 FRAME SILL (STD.) 6063 —T6 — 2A 8970K8 1 LOW THRESHOLD 6083 —T6 — 3 845499 2 FRAME JAMB 6063 -06 — 3A 8A AS R000. ALT. DOOR JAMB /SIDELITE FRAME 8063 -16 — 38 9A AS REPO. ALT, FRAME COVER 6063 —T6 — 4 TM -172 1 ACTIVE LEAF LOCK STILE 8063 -16 — 4A TM -36048 1 INACTIVE LEAF LOCK STILE 6063 —T6 — 5 TM -32995 1 PANEL HINGE STILE 6063 -16 — 6 TM -32994 1 PANEL TOP /BOTTOM RAIL 6063 —T6 — 7 OW 31826 4 WEATHERSTRIP ADAPTER 6063 —T6 ENO OF DOOR STILES (TOP /BOTTOM) 8 FT) 107 3/ LEAF BUTT HINGE 6063 -06 SULLIVAN & ASSOC. 8A — 3/ LEAF PIVOT HINGE 8083 -18 LOIRA 9 01130769 AS REDO. SIDE LITE HEAD /SILL 6063 —T6 — 10 GW 32222 2 DOOR LOCK INSERT 6083 —T6 LOCK STILE 11 GW -34808 2/ LEAF PRESSURE PLATE —TIE ROD ALUMINUM 4" LONG 12 FB 1202 2 /LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULLIVAN & ASSOC. 15 TM -121A AS RE00. 'H' MULLION 6063 —T8 — 16 32001 AS REO'O. FOAM FILLED BULB W'STRIPPINO — .187 X .250 T— SLOT 184 32084 AS RE0'0. MULTI FLAP FOAM FILLED BULB W'STRIPPING — — 168 32011 AS REO'D. FOAM FILLED BULB W'STRIPPING — .187 X .350 T —SLOT 17 FBGF 2 /LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP /BOTTOM) 6063 -16 M & M PLASTICS 19 TM -29236 1 PANEL BOTTOM RAIL 8083 —T6 — 20 — AS RE00. #T0 x 1/2" F.H. UNDERCUT EMS. STEEL AT FLUSH BOLTS 21 — 2 /LEAF 1/2 "8 THREADED ROD, WASHER & NUT STEEL TOP /BOTTOM ENO RAILS 22 — — DEAD BOLT LOCKING HANDLE — KWIK —SET 23 — 1 MULTI POINT LOCK — ACTIVE LEAF. 41" FROM BOTTOM 25 — 36 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB INSTALL. SCREW HOLES 26 — AS RE00. X10 x 1" P.H. EMS. (ASSY. SCREW) STEEL DOOR FRAME MEMBERS /MULL CLIPS 26 845798 AS REM. STD. SILL ADAPTER 6063 —T5 — 29 BA AS 8000. HIGH SILL ADAPTER (USED WITH STD. SILL) 6063 —T5 — 30 TM -180 1 SILL COVER 8063 —T6 — 31 TM -182 — LOCK STILE REINFORCEMENT 6063 -06 — 35 TM -157 4 BIDELITE GLAZING BEAD (LAM. GLASS) 6063 -06 510E LITE GLAZING PERIMETER 354 — 4 SIDELITE GLAZING BEAD (BJ8UL. LAM. GLASS) 6063 -16 SIDE LITE GLAZING PERIMETER 37 TM -1554 OPTIONAL PANEL OLA2160 BEAD 6063 -16 — 38 TM -194 — INSUL, GLASS PANEL ADAPTER 8063 —T5 — DOOR COMPONENTS Engh., 39446. AIRAAD CML • FLA'PE / 70592 C.A.N. ,3038 FRAME BOTTOM CORNER MID RAIL CORNER SINGLE 000E W/ S.H. WDW. drawing no. W11 -03 sheet 13 of 16 4.000 8.250 19 093 DOOR TM 1.750 6 - COMP - ANL \W11- O3TMW] 1.750 .060 2.375 4.000 062 rT -r1 1.750 2.375 M. .625 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 17 %5 S.W. 87 AVE MIAM4 FLORIDA 332.74 TEL (305) 2648100 FAX. (305) 262-6978 5p .090 . -^I k-.332 37 PANEL GLAZING BEAD TM -155A 1.843 - I -1.843 -1 FRAME HEAD TM -099 - .145 O SIDE ITWE HOEAD /SILL 3.485 7 __, .713 2.375 ___ 1.88 2.125 .11 .850 r ,715 .050 4.000 .062 - - r 1,485 1- .125 CEN GW 37888 ER HINGE 2.125 0.310 0.572 ,125 ® 1,799-.1 SIDELITE GLAZING BEAD (INSUL. LAM. GLASS) - PIVOT HINGE BOTTOM RAIL 29236 1.262 (___- - -. ' )LUM our-SVN4C DOOR W/ Sp LDES (LiLL); NDOWS LLD. 1 12TH AVE. BEACH, EL. 33069 781 -4430 FAX. (954) 781 -5078 1.500 - 1.500 --{ 0.248 0.572 GW 37889 -A Og OUTER HINGE HINGE PIN .250 -4 4.000 2.062 .125 1.000 , ,125 [ 975 1- 1.750. (�3 DOOR JAMB /SIDELITE BA5499 FRAME .062 STD. SILL ADAPTER 28 8A5798 __� - I 1.378 h- MID RAIL CORNER CHANNEL .082 .825 .500 --- •166 -). 6- A93 1.750 -y r I_i J,1 .625 1.750 al .052 -...- - - -`I •655 LOW THRESHOLD 897080 -... -. 'J - 1,658 - _ 3.681 HINGE #10 F.H. , 2.000 CAP X SUS 7,689 1/2" 1 ¢ 1030 - - -- -- - 4.000 OB 2 .582 _� RAIL }`� 835 �I 1'2 75 3 Z, a, �00 -I .250 1 629 -_'J HIGH SILL ADAPTER 29 TM -193 4.530 125 ,187 38 --- 1.885 - 4.090 -I .093 - 000R MHINNG9ESTILE 95 O ti _ $ 7� � I r 2.157 1.595 dJ INSUL. GLASS PANEL ADAPTER TM -194 DOOR TOP TM /BOTTOM -32994 4.659 .093��. �r -^{ .930 I p- 3.55 o °° ° mmmm 2.04 p 1. �50 ,6�� J.- .SyL -.060 1.574 WEATHER GW-31826 -^1I ' 375 15 'H' MULLION TM -121A O BUTT °° ° 02 00 I- 4.000 - ---�Ip O FRAME SILL (STD.) BA5797 3U SILL COVER 30 TM -180 075 - .625 - r a 2.1281- HINGE I r+- -2.625 rngnUCT HILVIA8A MrKpy�i"K*NA Heine 141$1141 o 4'0� A6ykrM1w1 Bute X70 / 4.000 O ACTIVE LEAF LOCK STILE TM -172 H N a •8 v a B 8 -� -STRIP ADAPTER .062 - ( -i .999 ` m .093 - c 8 �.. n M --„-; k' �' 4.8594 .075 -^j .�_ 1.287 �` ( 3.790 00 4.000 T r BAVAO' AHMAO,. IN '.,...__,,L ft* Ewen* 2,040 1.750 1,5ff 4 .300 - �.77s� BAR .... �. .125 1.988 .186 062 - ¢- .938 CIVIL ru 4..1 7D5e' ' C.rM b38 •.,,� '� ,715 36 SIDELITE GLAZING .050 1.799 -I BEAD (LAM. GLASS; TM -157 3B ALT. FRAME COVER BA { 2.ott -�I REINFORCING 31 TM -182 .625 - ALT. DOOR -1.750 �1 JAMB. /SIDELITE FRAME 8A AP' 1,8 -,200 drawin no. 9 W11 -031 4.000 INACTIVE LEAF LOCK STILE TM -36046 (sheet 12 of 16) EDGE GIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • fANCHORTLOCATION #10 X 1 -1/2" FH SMS SEE ELEVATIONS FOR SPACING .IWDUCT REVISE@ as **playing with the Melia 9add4+g Cade Ava y ytasee Ne 1 ^P" r . ` Ealhataer®Ms 'EMI 10 X 1 -1/2" FH SMS SEE ELEVATIONS FOR SPACING 2 SINGLE (x) OPERATING UNITS W/ .H. WDW. -6'7" ,fAVAD Af1MA12 ' CIVIL ' FLA. PE (f 70591 C.A,N.; .1538 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING HI- THRESHOLD OPTION 3/8" MAX. SHIM #10 X 1 -1/2" FH SMS SEE ELEVATIONS FOR SPACING VENT WIDTH 28Y OOD BUCK OR WOOD S • UCTUR D.L■OPG. TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING O.L. OPG. (FIXED) S.H. WINDOW WIDTH LEAF WIDTH HINGE OPTIONS SHEET 5 DOOR FRAME WIDTH SEE LOCK OPTIONS SHEET 5 3/8" MAX. 3/8" MAX. METAL STRUCTURE IBY WOOD BUCK ACTIVE LEAF TYPICAL ANCHORS SEE ELEV, FOR SPACING }I III Aif .. I �J EE ELEV, CHORS EXTERIOR 0 ° FOR SPACING G.L. OPG. LEAF WIDTH FRAME WIDTH SINGLE (X) OPERATING UNITS W/ S.H. WDW. Engr: JAVAO.AHMAD PEN/ J059', CAN; i3Ui38 drawing no. W11-03 (sheet 15 of 16 ,8887 _ 4 0 1'937 •082 _� .625 - - -� 748 1 r C 38 •130 a �' J p, .062 �� 379 -�1 1�- .250 I---- 0 GLASS STOP ANGLE ITEM N PART N REGD. DESCRIPTION MATERIAL MANF. /SUPPLIER /RBMARES 1.1 GW -31798 1 FRAME HEAD 6083 -T6 - 2.1 TM -117 2 FRAME JAMB 6063 -T6 - AL— FAROOQ CORPORATION ENGINEERS at PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306) 264$100 FAX. (305) 262 -6978 3.1 - 1 FRAME SILL 6063 -76 - 4,1 GW -36123 1 FIXED MTG. RAIL 6083 -T6 - I ..-- 1.875_.1 FRAME HEAD 17.1 FIXED RAIL REINF. 5.1 TM -113 1 STD, VENT TOP RAIL 6063 -T6 - 6.1 78-112 1 VENT BOTTOM RAIL 8063 -T8 - 7.1 CW -31802 2 VENT JAMB 6063 -T6 - 6.1 TM -115 2/VENY SPRING LOADED EGRESS LOCK ® 6" FROM ENDS 6063 -T6 - 8A.1 - 2/VENT LATCH LOCK ®6" FROM ENDS CAST - — .750x'- 9.1 - A5 REOD. GLAZING STOP ANGLE ALUMINUM - 10.1 - 2 VENT STOP (5 -1/4" LONG) PLASTIC - 11.1 - 2 SPIRAL BALANCE - CALDWELL 2.541 I dl .095 ,140 P 12.1 - 4 VENT GUIDE PLASTIC - 1.000 .050 - t T I., I 1.749 13.1 WV -3045 AS 6600. BULB WEATHERSTRIP VINYL - 14.1 W43201 AS REOD. FIN SEAL WEATHERSTRIP WOOL - 0 FIXED MEETING .937 RAIL 15.1 W43371 AS 6000. FIN SEAL WEATHERSTRIP WOOL I 1 563 I"" I-- �I 16.1 000R STILE REINF. 18.1 - 1 FRAME/VENT ASSEMBLY SCREWS CRS #t0 x 1" P.H. SMS (sEs S -248 w u our —swwc 000R 1V METES (Lul} T.M. WINDOWS LLC. 601 N.8 12TH AVE. POMPAN() BEACH, FL 33069 TEL. (954)1 781 -4430 FAX. (954) 781 -5078 17,1 - - FIXED RAIL REINFORCING ALUMINUM - 18.1 - - DOOR STILE REINFORCING ALUMINUM - j S.H WINDOW COMPONENTS •o- -1,750 .750 7.1 SASH SIDE .858 .062 t.oas RAIL fr FRAME TOP CORNER �.-.� ' WW II I � I ® pj O 1� VENT TOP _ CORNER {I 1 N .Ob 11��,, F� - -.- _. _..... - -..... 9 1.125 -.._ 5.1 STD. - 750 VENT -.0 I 1 f-- TOP B 1.562 dl RAIL --j 9691 •- .787 - ' � .674 og n arc ° 9 1.875 __.1 II 6 7 943 II� % ) A r140Yjc "p V{iiY CI Hr WNh q4 Plop*, • .882 .062 -A .055 4 -1,469 C1 FRAME JAMB .617 0 SASH LATCH gJ IF aq i y ��. t N 6 2.050 .062 - 2.826 .. w c -^• 2.250 1.362 - 31 , 0 Q in (dr. br• ruu10 �) i • .060 2.725 FRAME BOTTOM CORNER j� !: �� 1014 r. % VENT BOTTOM CORNER 6ngi ..--r-tom c •AHM•, P15. MI 70592 C.AN . 353F APR'18:1012 • .. .662 �'— 1° -1.937 3.1 FRAME SILL -- {.7501• 6,1 VENT BOTTOM RAIL sheet ( 16 of i6 )I /I7 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 12. C. Aluminum Industries, Inc. 2805 N1. W. 75th Ave. Miami, FL 33122 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This . OA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right In 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. BORi reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Contr),f Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ML 100" Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M04+05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, ci.ated 05/02/04 with revision "C" dated 09/2/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISs3ILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and folios mg statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENMAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the prnduct or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADV.§4,RTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Af OA revises and renews NOA # 06- 1130.03 and consists of this page 1 and evidence pages E -1 and B -2, as well as approval document mentioned above. The si bmitted documentation was reviewed by Minuet Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.sov/baildingeode IAt ^II DADE COUNTY APPROVED NOA No. 09- 0128.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 Page 1 R. C..kluminum Industries, Inc. NOTICE OF ACCEPTAN E: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Alj.minum Tube Mullions", sheets 1 through 7 of 7, dated 05 /02 /04 with revision "C ' dated 09/22/08, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, 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) Cyclic Wind Pressure Loading per PBC, TAS 203 -94 along with installation diagram Of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL - 4024, dated January 14, 2004, signed and sealed by Edmundo Largaespada, P,E. (Submitted under previous NOI1 #04- 0608.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram Of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, F.E. (Subrn fitted under previous NOA #04- 0608.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09/24/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Cotpliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None E -1 Manuel Pe Product Control E NOA No. 09 -$ 4 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 amine R. C. A luminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA 06-1130,03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.3, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.I. ", approved on 04 /05 /07 and expiring on 08/19/09. E -2 Manuel ' ere Product Control Ex NOA No. 09 -0 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH AU. MIAMI —DADS COUNTY APPROVED'I IMPACT AND NON — IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS if SING MULLION PROPERTIES ONLY NOTES: --nlisR 0� Y wrrH O REOIYEIENS OF TIN RSA 1G CODE 2004/2007 D t Hip{ 0DO00Y HURRICANE ZONE (IAHl). ALL CIAZINO PRODUCTS USED 4RTH THESE MUU.IONE MUST MEET THE APPUCABLE HUILOING CODE REOIAREMENTS i.E WINO LOAD. WATER 4PW LTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OT1•ERS, MUST sE ANCHORED PROPERLY TO TRANSFER 10A65 TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHORN 011 PETALS, EMEEDMEM TO SASE MATERIN. SHALL SE 8EY0N0 wall COVERING (STUOCO. 11S ETC. ). ANCHORING CONDTI10N5 OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PAR' OF THIS APPROVAL A LOAD DURATION INCREASE N ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS IMO WOOD ONLY. MATERIALS INCUMNG BUr roar UYTED TO STFEI/0Y7X SCAM THAT COME INTO CONTACT WON OTHER 040006tAR I ATERAVS SHAM NEST THE REQUIREMENTS OF 2004 DARRAS BE.DG. CODE SECTION 2003.8.4. ,INSTRUCTIONS: uSE CHARM AND GRAPHS A$ FOLLOWS STEP L outamita PART OESI OPENWGREQuinO PER ASCE 7 FOR use APPROVED GLAZNG PRODUCTS MEETING ABOVE LoAD REOWREMENT0. USE CONNECTION TO MLOLION AS PER PRODUCT APPROVAL USING ONART5 ON SHEET 3 SELECT MULLION $IZE WITH �TFP 4 DESIGN RATING MORE STAN DESIGN 10A0 SPECIFIED 1N STEP 1 A80YE USING ANCHOR TYPES ON SHEET 5 THRU 7 3N0 ANCHOR CHARTS 'EP 3 ON SHEET 4. SELECT ANCHOR TYPE vim DENTIN RATING MORE THAN TIE OE300 LOADS SPECIFIED IN 5100 1 AHOVE ZEE -2 TYPICAL 0134004 FRAME ! L 6•000 TYPICAL —GLAZING PRODUCT J/! _1UBULAR 5144005 ALLOY . 6063 -78 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VFRTICAJ, SEE WINDOW OR 5000 APPROVAL FOR FASTENERS SIZES AND SPACING Env: OR. N.ICI PABOOG AA PeA XC 16647 3 CA8 SEP 2 5 2008 3.000 4.000 4•- PRODUCE N eamr71T'r2 vtlih UN SoSitbsHOAlc Awemac No u. w aginlboasA Sfl opt. ' . n g Be Gi drawing no. M04 -05 sheet 1 of 7 -••+ 125 t X 3 ,STD. MULLION 6063 -16 1 X 4 STD. MULLION 4085 -08 2 X 4 STD, MULLION 806346 1 -1/2 X 4-1/2 CUSTOM MULLION 6083 -16 5063 -T6 2 X 8 HEAVY MULLION 6063 -06 2.000 —• 1 -314' TON. FOR 3' TUBES 2-314• Him ALL OTHERS NOTCH OPTIONAL ANGLE CLIP 6063 -06 MIALION CLIP 6063 -T6 MULLION CLIP 6063 -16 SEP 25 2008 PwUD:1G'1 I:µ9h18c Y1undF1 Ts�+PSYpP drawing M04 -05 L6heet 2 of . DESIGN LOAD CAPACITY - P59 (TUBE MULLIONS) WINDOW DIMS. 1510T4 (W) MULL SPAN 26 -1/2' 30' 37" 42' 48" 54' 60" 66" 72" 35 -2/8' 19 -1/5' 26 -1/2' 30' 37' 42' 45" 54" 50" 56' 72' 50 -5/6' 1 X 3 STD. 1 -1/2 X 1 X 442 X 4 4 -1 /2 STD. t STD. ;CUSTOM X 9 1 2 X 6 STD. k lIEAVY 150. 150.0 750.0 150.0 150.0 150.0 150.0 150.0 150.0 150.D 150.0 1 150.2 150.0 % 150.0 150.0 150.0 150.0 150.0 750. 150.0 150.0 150.0 150.0 150.0 750.0 1 150.0 150.0 150.0 150.0 150.0 137.8 L 150.0 1500 I 150.0 150.0 150.0 124.0 150.0 150.0 150.5 150.5 150.0 112.7 ; 150.0 150.0 150. 150.0 150.0 103.3 150.0 150.0 ; 150.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 142.5 150.0 150.0 150.0 150.0 150.0 115.5 150.0 150,0 150.0 150.5 150.0 101.5 150,0 150.0 150.0 150.0 150.0 99,1 143.1 150.01 150.0 1500 150.0 79.2 127.2 150.0 150.0 150.0 19 -1/5" 26 -1/2' 30' 37' 42" 48" 54" 50" 56" 72' 71.2 114.5 150.0 150.0 150.0 64.8 104.1 150.0 150.0 150.0 54.4 95.4 139.3 150.0 1500 141,3 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN 1.040 CAPACITY - PS? (T11912 MULLIONS) WINDOW DINS, 1 X 3 310711 (W)JMULL SPAN STD. 1 a_I /R" 74,6 26 -1/2' 93.8 30' 47.5 37' 42' 48' 54' 60' 66' 72' 19 -1/6" 26 -1/2" 30' 37" 42" 48' 54' 60' 66" 72" 74 -1/4' 54' 1 -1/2 1 X 4 2 X 4 4 1/2 2X6 2 X 6 STD. 5171. CUST01.1 STD, HEAVY 150,0 150.0 150.0 1 150.0 150.0 175.4 150.0 150.0 750.0 150.0 701.9 148.9 150.0 150.0 150.0 385 82.6 120.7 1550. 150.5 150.0 33,9 72.8 06.4 150.5 150.0 .150.0 29,7 63.7 93.1 150.0 150.0 ;1505 26,4 56.6 I 82.7 150.0 150.0 150.3 23.6 51.0 I 74.4 150.0 144.1 150.0 738.7 131.0 150.0 21.6 42.5 51.5 )10.4 37,2 79.7 32.8 70.4 26.6 . 57.1 23.4 50.3 46.3 67.7 62.0 150.0 176.4 102.5 150.0 53,4 150.0 125.3 120.1 150.0 160.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 IN508 DIMS. 0-00114 (W) MULL 390,4 19 -1/5" 26 -1/2' 30' 37' 42' 48' 120' 54" 60' 66' 72' 1-1/2 x I X3 1X4 12X4 4 -1/2 2 X 6 2 X 8 STD. 570. I 570. CUSTOM STD ' BSOY - 37.9 , 55.3 123,6 7500 150.0 2/.3 30.9 55,3 , , ..v w. 24.1 - 35.3 789 96.1 150.0 28.6 84.0 79.5 146.1 -_T - -. 25.2 56,4 70.1 126,7 22.0 49.3 61.3 112.5 43.6 54,5 100.1 - - 39.5 49.0 90.7 - 35.9 44.6 81.9 2.9 40.9 75,1 20.5 44.0 1 39.1 352 73.5 150.0 64.3 143.6 57.1 1273 51,4 115.0 140.8 125.1 150.0 150.0 50,0 12.6 50.2 50.0 60' 02.0 150,0 150.5 150.0 150.0 1500 90.1 150.0 150.0 150.0 150.0 150.0 73,0 132,2 150.0 ' 150,0 150.0 150.0 54.3 118.5 150.0 150.0 150.0 150.0 56,3 101.9 148.8 150.0 1509 150.0 50,0 90.6 132.3 150.0 150.0 750.0 45.0 81.5 119.0 130,0 ti 150.0 150.0 40,9 74.1 106.2 150.0 150.0 150.0 37,5 57.9 99.2 150.0 150.0 150.0 9 -1/8' 26 -1/2" 1 30' 42' 54' 60' 56' 72" 19 -1/8" 26 -1/2' 30" 37" 42' 48' 54" 60' 66" 72' 63' 122.1 150.0 150.0 150.0 150.0 1500 88.1 77.8 53,1 55,6 105.8 45.5 92.4 1 .0 150.0 150.0 150.0 50.0 150.0 150.0 150.0 135.0 150.0 43.2 38.9 35,4 32,4 82.2 73,9 67.2 61,6 120.0 150.0 108.0 98.2 150.0 150.0 90.0 150.0 150,0 150.0 150.0 150.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150,0 150,0 150.0 9-1/6' 25 -1/2" 30' 37' 42' 48' 54' 50" 86' 72' - 32.0 - 29.3 34.5 760 24.9 53.4 22.0 47.2 6 46,7 704,6 102.4 42,6 65.9 93.9 106,7 150.5 1 150.0 78.0 150.0 ; 150.0 750.5 150.0 19 -1/9' 26 -1/2" 30' 37' 42' 48" 54' 60' 68' 72' 132' 1 28.5 41.6 20.5 30.0 , 26.5 - 21.5 93.0 67.1 59.3 48.1 42.4 37_1 329 115.6 150.0 83.4 150.0 73,7 135,4 59.9 109.8 52.6 96.7 46.1 54.5 40,9 -T -75.2 29,6 38.8 67.7 27.0 33.5 61.5 24,7 30.7 56.4 150.5 500 .9 150. 150.0 150.0 55.9_ -125.0 - x-3-]9,8 - .150.0 33.7 L 45.2 I 110.1 1 1 123.2 150.0 96" - 29.5 43.1 96.3 ■ 1072 150.0 29.2 38.3 95.6 j 95.5 150.5 23.6 34.4 77.,1 56.2 150.0 21.4 31.3 70.1 76.4 144.0 - 28.7 642 I 713 , 132.0 24.2 51,9 75.9 1509 rI 150,0 150.0 - 37.5 54.8 y 122,6 150.0 150.0 - 33,1 48.4 1053 134.5 150.0 - 25.9 39.2 87,5 ) 109.1 150.0 23.7 34.6 77.3 96.1 150,0 108' - 20.7 30.2 67.7 84,1 150.0 - 26.9 60.1 74.7 1 137.3 - 24,2 54.1 67.3 123.6 22.0 49.2 61.2 112.3 - 20.2 45,1 56.1 193.0 9 -1/8' 25 -1/2" 30' 37° -._.. _.- 42" 49' 144' 54' 60" 66' 72' - 21.9 . 71.6 ✓ 6. 190.0 - 23.1 51,7 - - 20.4 45.7 - - +_ 37.0 84,3 55.6 45.0 715.0 104.3 84.5 - I - 32.6 40.5 - 28-5 35.5 74.5 55,2 57.9 - 25.4 22.8 31. 28.4 52,1 - 20.6 25.8 474 - 23.7 43.4 NOTE MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS 1 41124E0 TO 9E 145051801 9195E 900744051.48 04560 '., -5015204754 M5W0N 0142I4G PRODUCT TYPICAL MULLION ARRANGEMENTS I WIDTH (W) = 2 _ WI + W2 ■ Eng,, OR. F1UM4YOUN 944000 s1Ru0Tu,90"4 04.4. 76 / 16557 CAN 3658 SEP 2 b 2008 MUWON SPAN MODUCT REVISED 16 a99g67rill' 4-46 M Florida Daiidiog Code No "i 'm . Saleaeim Dm .147, 1 Ilh MORA 31 n la 2, LY 41 {drawing no M04 -05 (m4s6t 3 of .7 1 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PS DES100 LOAD CAPACITY - PST WINDOW DIMS. ANCHORS TYPY 9100042 DIMS ANCHOR$ TYPE WINDOW DIMS. ANCHORS TYPE WON (W) MULL SPAN A2 A4 AA2 I AA4 92 04 19 -1/8' 26 -l/2" 30" 37' 42" 48' 36 -3/8" 54" 60' 66' 72" 150.01 150.0 150.0 j 150.0 150.0 150,0 150.0 .. _ .. 150.0 150.0 1 150.0 150.0 150,0 150,12 155.5 150.0 155.5 154.0 ■50.4 150.0 150.0 150.0 150.0 150.0 150.0 135.1 150.0 150.0 150.0 115,2 150.0 150.0 i 150.0 105.1 150.0 150.0 150.0 94.6 150.0 145.1 150.0 86.0 150.0 131.9 150.0 75.8 150,0 120.9 150.0 150.0 150.0 149.5 150.0 133.1 150.0 129.9 150.0 108.9 150,0 99.9 150,0 WIDTH (9) MULL SPAN 19-1/a- 26-1/2" 30 37' 42" 48' 74 -I/4" 54' 60' 68" 72' 19 -1/8" 26- 1/2" 30" 37' 42" 48' 50 -5/8' 54' 60" 66' 72' 19 -1/8' 26 -1/2" 30" 37" 42' 48" 60" 54' 60" 66• 72" 19 -1/5" 26 -1/2" 30" 37' 42' 45' 63" 60" 88" 72' 150,0 160.0 150.0 150.0 150.0 150.0 150,0 150.0 150.0 150.0 150.0 150.0 143.4 150.0 150.0 150.0 150.0 150.0 116.2 150.0 150:0 150.0 147.3 150.0 102.4 150.0 150.0 150.0 129.8 150.0 89.6 150.0 137.5 150.0 113.5 150.0 79.8 '50.0 122.2 150,0 100.9 " 150.0 71.7 143.4 110.0 150.0 90.8 150.0 85.2 130.3 100, 150.0 82.6 150.0 59.7 119.5 91.7 150,0 i 75.7 150.0 150,0 150.0 150.0 150.0 150.0 f 190.0 136.9 150.0 150.0 150.0 150.0 150.0 121.0 750.0 150.0 150,0 I 150.0 7f 150:5 90,1 150.0 150.0 150.0 124.3 9 150.0 66.4 150.0 132.6 150,0 109.5 250.0 75.6 150.0 716.0 150.0 95.5 150,0 67.2 134.4 103.1 150.0 85.2 _1_1502:2_,, 60.5 121.0 92.5 150,0 76.6 150.0 55.0 110.5 94.4 150.0 69.7 I 139.3 50.4 100.8 77.3 150.0 63.9 127.7 150.0 150.0 150.0 150,0 150.0 150.0 130.4 150.0 150.0 150,0 150.0 150.0 115.2 150.0 150.0 150,0 146.0 150.0 93.4 150.0 143.3 150.0 118.4 150.0 62,3 150,0 126.3 150.0 104,3 150.0 110.5 150.0 91.2 19 -1/8" 26 -1/2' 30" 37" 42' 48' 54" 60' 66' 72' 84" A2 54 AA2 T AA4 i 82 B4 150.0 150.0 150.0 150.0 150.0 1 150,0 110.7 1500 150.0 - ", 750.0 140.2 T 150.0 oi.i I:wi.J 1511,1 ,.1■411 79.3 150.0 121.6 150.0 100,4 150.0 65.8 139.6 107.1 150.0 69.5 150.0 61.1 122.2 93.7 150.0 77,4 150.0 54,31 108.6 93.3 150,0 58,8 137.8 48.9 97.7 75.0 150.0 61.9 123.9 44.4 88.9 66.2 136.3 ` 58.3 112.6 40,7 51.5 62.5 125,0 51.6 103.2 136.5 150.0 150.0 150.0 150.0 150.0 57.8 150.0 150.0 155.0 123,9 150.0 86.4 150,5 132.5 150.0 109.5 150.0 70,1 140.1 107.5 150.0 86.6 1500 61.7 223.4 94,7 150.0 78.2 150.0 54.0 108.0 82.9 150.0 68.4 136.9 48.0 96.0 75.7 147.3 60.8 121.7 43.2 68,4 58.3 132.6 54.7 105.5 39,3 78,5 60.3 120.5 49.8 99.5 38.0 72.0 55.2 1105 45.6 91.2 1690714 NO MULL SPAN 19 -1/6" 26 -1/2" 37' 42' 48' 120' 54' 60' 56' 72' A2 I A4 AA2 AA4 B2 94.9 1 150.0 145,6 150,0 ' 120.2 08.5 136.9 105.1 150.0 85.8 94 150.0 150.0 49.0 95.1 43.2 86.4 37.8 75.9 75.2 66.3 58.0 19 -1/8 25 -i /2" 30' 37' 42' 48' 54" 60' 66' 72' 132" 33.6 57.2 51:9 30.2 60.5 46.4 b 92.8 27.5 55,0 42.2 L 84.4 25.2 50.4 38.7 77.3 86.2 150.0 132.3 150.0 109.3 62.2 124.5 95.5 150.0 75.9 55.0 110.0 84.4 150.0 59.7 44.5 89.2 58.4 136.8 56.5 3 78.5 50.3 120,5 49.5 34.4 68.7 52.7 105.5 43.5 150.0 62,1 124.3 132.5 54.7 1095 116.0 47,9 95.5 103.1 428 85.2 38,3 76.6 34,8 69.7_ 31,9 63.9 150.0 150.0 139.3 113.0 99.5 87,1 30.5 61.1 45.9 93.7 . 38.7 27.5 55.0 42.2 54.4 34.8 25.0 50,0 38.3 76.7 31.7 22.9 45.9 35.2 70.3 29.0 77.4 69.7 63.3 58.1 57.5 52.4 48.0 125.0 115,2 104,7 150.0 98.2 150.0 91.1 150.0 88.4 150.0 73,0 149,0 80.3 73.7 747.3 80.8 1 17 66 4 132.7 96.0 z. 19 -1/8' 26 -1/2' 30' 37' 42' 48" 54" 60" 66" 72. 8.9 150.0 150.0 150.0 150.0 150.0 85.6 150,0 ' 131.3 150.0 106.5 150.0 75.6 150,0 116.0 150.0 95.8 150.0 51.3 122.6 94.1 150.0 77.7 150.0 549 108.0 I 82.9 150.0 88.4 136.5 96" 47.3 94.5 72.5 145.0 59.9 119.8 42.0 84.0 64.4 128.9 53.3 106.4 37.5 34 4 31,5 79.6 68.7 53.0 58.0 116.0 52.7 105.5 49.3 96.7 47.9 95.8 43.5 57.1 39.9 79.5 19 -1/8' 26 -1/2" 30' 37' 42" 48" 54' 66' 72' 79.1 1500 121.3 150,0 100.2 57.1 114.1 87,5 150.0 72.3 50.4 100,8 77.3 150.0 63.9 40.9 81.7 52.7 125.4 518 36.0 72.0 55.2 110.5 45.9 144" 31.5 530 49.3 96.7 39,9 28.0 56.0 43.0 95.9 35.5 25.2 50.4 38.7 77.3 ' 318 22.9 45.8 35.2 70,3 29.0 21.0 1 42.0 322 64.4 26.6 0 144.6 127.7 103,6 91.2 79.8 71.0 53,9 58.1 53.2 19 -1 /8" 26 -1/2" 30' 37' 42" 48' 54" 60' 66' 72' 108" 105.4 150.0 76.1 150.0 67.2 134,4 54.5 109,0 50.0 150.0 116.7 150.0 48.0 96.0 42.0 37.3 74.7 94.0 103.1 150.0 83.5 150,0 73.7 147.3 64.4 126.9 57.3 114.6 51.6 103.1 30.5 48.9 93.7 28.0 56,0 133.6 150,0 96.4 150,0 85.2 150.0 69.0 138.1 60.6 121.7 53.2 106.4 47.3 94.6 42.5 85.2 35.7 77.4 91.0 43.0 95.9 35.5 NOTE; ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS, FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS ANCHORS TYPE r Al A4. \82 OR 84 W1 r ^ ANCHOIia T 4E A2. 64. 92 09 54 W2 TYPICAL MULLION ARRANGEMENTS WIDTH (W) _ W1 s W2 ANCHORS TYPE \R2 OR 94 gli ��N i 1-HORIZONTAL MUI.UON A45.1450 70 3E INSCRIBED INSIDE RE07M1014 aR SHAPE 1 MATING P9030 00021 . H� w4CHOR 5E1A0. 91 PRODUCT GLAZING 3 -_ -L 9: ANCHORS TYPE -42, 54, 82 OR 54 hg71.1.1014 SPAN_ 1 1 06. sumsyouN Mom Flt. P'E P 1857 .A.N X938 SSEP 2 3 200B PRUDI3CY 12L'vi55 >s 4'699P17+i'6 w11h1Lc F900d4 cork Ae�eclllmxN4 • • •• • Expiation Ewa • :11I�[1s • BY 4 .214!. _ ,At! _. 14' z sheet 4 of 7. ) 1-3/4" MIN, tr EDGE DM. 1 1/4' Hall KWK CON 5 1 -1/4' MIN. EMBED NTO MASCNRY 2 PER CLIP (1 ON EACH Y(NG) - 1/4' HILT! KY4K CON II 1-1/4' 441. EMBED NTO MASONRY - 1 MR ANGLE A • 11111111 1" MIN. I- EDGE 0121. ley \ WC= BUCK fal 1/4' HIL11 ARK CON 11 1-2/0' kohl. W000 PENEW.Don 2 PER OUP (1 ON EACH WING) .1•11111•111111•11. ••—.1 FLOATING CUP 2 414 US 1-3/4" 0.C. MIN. 1110, „ ,1 11 I 11 U s 1 1.2 X 2 X 1,/er ALUM ANGLE 1/4' 141LTI KINK con II 1-3/8. MIPI. WOOD PENETRATION t PER ANGLE •-• 2BY WOOD SUCK OR WOOD STRUCTURE mmomma000001001,11rommmom4 Miff. - FLOATING CUP 1114 sus 2 PER ANGLE 1-3/4- 0.C. MIN. ANCHORS TYPE 'A2' 1 1 11 1 11 1 I 11 I 1 11 LI LI I 2 X 2 X 1/5' ALUM ANGLE 1-3/4' MIN. I .„Iil . A 1 • A--"--.. o7,1 • 3" 1/4' HIET1 KWIN CDR 11 -1/4" M154. EMBED NTO MASONRY 4 PER CUP (2 ON EAC)4 WING) \ ,.•••-•`" r SIN. 4- 1' MIN. 1' MIN. EDGE 1/4' HETI KWIK CON 11 1-1/4' FAINE DABED INTO MASONRY 2 PER ANGLE „ri,M11111111 WOOD RUCK 1/4' HILTI Oaf CON II 1-3/V M54 WOOD PENCFRATION 4 rtO Du. (2 O24 EACH wozo) I ALL CLIPS TO FIT SNUG INTO 11)32 MLEUONS. TAPCONS MKT DE HEX OR FLAT 418AD. • FLOATING CUP 2 PER ANGLE #14 54(2 1-3/4" 0.C. MIN. FOR 3' TUBE 2-3/4' O.C. FOR at OTHER TUBES 11 I I 11 11 II 11 11 I 11 U U 1/4' Hall KW1K CON II 1-3/5' AM WOOD PENETRATION 2 PCR ANGLE .31 28Y WOOD BUCK OR WOOD STRUCTURE LrioADNE 2 x 2 x 1/2' ALUM ANGLE sow......00■1 growl 0.11111001. 14 4445 2 PER ANGLE 1-3/4" O.C. ron 3" TUBE 2-3/4" D.C. ERN. FOR ALL OTHER 71.4324 ANCHORS TYPE_ 'A4' Erma CIR. NUMFJOUN FARM STRUCTURES ELA PE _151157 C-A.N. N-35 SEP 2 5 2008 11 $1 11 11 /1 )1 11 11 LI LI 141-- 2 X 2 11 1/8' AURA ANGLE FRODL'CT REVISED uslaphang stab 5w fhadocod. Plotith Amino= N. -0 14 Expiaamagm sI1L21 -f4 - L/1 a) drawing no. M04-05 het 49_! _7 1 /4 H An 14V411 CON 14 2-1/2 INN. , 1-3/4' MIN. NOM INTO MASONRY WE DIST. ..,`,... 2 PER CLIP (1 ON EACH WING) 1- E --1 ," '.. , t . • ./ i . \44.. A% 3• A ..,- 1 ... IAN. 6. ,i. 1/4• HUI KM CON 0 1-3/4 MIN. EMBED RIO MASONRY-/ PER ANGLE 1/4• WTI MK CON II ve HILT MIK CON 11 _MIN. 4 -3/4" MIN. EMBED 0410 MASONRY - \ 4 PER CUP (2 ON MN R9NG) 4-3J4 1.41N. EMBED INTO MASONRT -r. 2 PER *Nail '. 2-1/2- en cc.E'ols-r7.... 3" ___--- \ fil 4 ---- --• \1.0 1 1 ..- Tal---...,---7..--_ 7.—.....«,..--mr......„—...... • MASON OR CONCRETE FLOAT CLIP 04 SAS 2 PER ANGLE / 1 -ve / FOR 3' TUBE 2-3/4" O.C. Math FOR ALL (DINER TUNES 3 SCREWS PER ANGLE 114 ' NASOMZ CONCRETE LFI.00114C Ll2 pCiimi.sus PANcaz / -3/ OC. F4; T.11011414_,/ 2-3/4" 0.C. AWL FOR ALL OTHER TITRES 3 WRENS PER Am= ANCHORS TYPE 'M4' 2 X 2 X EA ALUM ANGLE t1) • 1 2-1/2 EDGE DST. /4' 1411.11 XWIK CON H 1-3/4' 404. EMBED INTO MASONRY 2 PER CUP 044 EACH WINO) OR CONCRETE 2 I /2" lAN tEDGE DIST. ALTERNATE_ \ ANCHOR OCANON Emutuon tuz. ANCHORS TYPE 'M2' ALL CUPS TO FIT SNUG INTO flee MULUCTNS.1 TAPCONS MAY BE HEX OR FIAT HEN>. rCLIPS OR ANGLES CONNECTED DIRECTLY TO mASONNY TO ME PROTECTED 1 -..._ WITH ALKALI-RESISTANT COATING.% SLIC14 AS BITUMINOUS PAINT O_Ri M WAR4R-4411442 IENACRRATE LAGUE& Emx. IAA&ASOUII PRIOR StRuCTURED PLA62.74. te.T3s5.557 SEP 2 5 2005 111,ODUCT R2.4IEW as coino1742, 4,03IM1P Wading CImie /vim N° EX004PialI Dos drawing o. M04-05 (sheet E.c.f 7 uL s1RUrn1REs (RIM OR ALUM. 1 /R' N. 'Ro STEEL • Fy m 32 1021 18N. yALUMAIUM : 6663 -75 HL1. • n AI4 WS OR l/4 i�s5 —2 PER CLIP (1 ON EACH 200) \\A METAL STRUCTURES i14 SNS OR I/4' IEKS (61F1F�I.. /R' 1111. TIi lc) f 99 ANGLE 9TEEI.: Fj . 344 RSI 6dN. r AL{9�auu : 2003 -TB IRf•I. \m Iyy N t n1 A ANCHORS TYPE '82' 2 P 014 444 SUS 1 -3/4' 0.0. MK L2X2X1/2' g AWN NOSE 14 2i 1 7 _TfSE VELUM 110 F.H. WAS. 2/ 311E ''8' Loam To ?V MIAS INTO MULLION TIRES MAY BE NOTCHED _AS WOW TO C Atp,EW.OW iNSTAUAIPi O CAULK JOINT AFTER AS.T =MS HOLE . • 4 4SSU S OR 1/4 K9 ' TE CUP (2 EACH 444410) `m )i _1 � 1/4' OM ,`\ A 2 14 SMS 1- /2' Q.C.. A6H. THS 02415,9 IRSTALLFD IN 0TFF9Z (110 FH SYS a PER CUP 1- 0.0 NAL 1 -3/4' X Y X 1/0' (FOR 27Y 771U32�)) 3/4' X Y X 1/44' FOR (1447 7UE0� ALUN MOLE CUT TD F17 St= INSIDE TORE ANCHOR DETAIL #1 IAE01. TO METAL CO211254 44444 CHARTS PINT 40404044 Mt 'S4' TO 2020? CAP01Y OF 014a+ECT044 SEE SHEET 4 OF 1 FOR moot 4HA275 M CHORS 'TYPE '84' a gos 2 POI ARCM 1-3/4 Qs MIL / Fob: 3' 1URE 2 -3 /a' 0.0 OM FOR ALL OCHER TUBES 3 SCREWS PER ANGLE 2 X 2 X 1/8' AWN AWE 141 1 4 drawing no. M04 -05 _tt STon'E. _ [3 Icso U I.DING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 2010 Permit No. Master Permit No. COS 6- 12 - 11 7 9 1 So Permit T , : BUILDING ROOFING JOB ADDRESS: City: /66 ■(.) • . /o4- �°Ts�•e -ems' Miami Shores County: /1— 3/O /Oe 3 c3 Go Miami Dade Zip: Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder) k-0t" Phone#$3425- 73-1 / ?VS— Address: /6C /iii . /fjO7,- ? x ET City: /4/Am1 S' 2t" S' State: PI zip:33 /3c Tenant/Lessee Name: ` Phone #: AJ // Email: CONTRACTOR: Company Name: VC riu Co ca7 S / ti�-4 a Ti o G Phone: 9s 3 c� 7O ` G,' 6 1 Address: 1.531 Ent ST �. A City: Dizt C/ t `G Sta f i Zip: 3 33 Qualifier Name: 19440->e; r X gores Si Phone #:��C%� �`�,� — 97 l State Certification or Registration #: r/ J — 70 57 Certificate of Competency #: Contact Phone #:JO 3/O — 797/ Email Address: DESIGNER: Architect/Engineer: Ch`Q*Z(oi C. olT 4J/ Phone #:3O '336 —(5-059 Gj- Zio s o! 5I Value of Work for this Permit: $ / Square/Linear Footage of Work: Type of Work: DAddition ❑Alteration ❑New Description of Work: R� 0 1 S t5 ^- W /0%.) d® Color thru tile: ❑Repair/Replace ❑Demolition (Iota) a� ** ** * ** * **** *** * *** *****F **** �u�x++ x***** �x+ ��x****+ xd�a��x +��x+x�x****+x+x�x�x�x+x *+x*** Submittal Fee $ Al! Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S A}I(IDAVIT: 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 . ch posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of _ , 20 IZZ, by crehol who ' ersonall- k to me or who has produced As identification and who did take an oath. NOTARY P IC: 3 Sign: My Commis 10 APPROVED BY • MARK SMITH MY COMMISSION # EXPIRES tax 783 ^c1'9N %/� Signatur Con ctor The foregoing instrument was acknowledged before me this day of 0C-4 - , 20 , by A4Q who is -`son .t y known to or who has produced as identification and who did take an oath. NOTA Sig LIC: ss1 SMITH $ MY COMMISSION # DD932994 ° °• EXPIREi October 11 2013 30841153 F'^�, ia' .. +>•+k, ********************* **** * * * * * ****** * **** * ******,6** Infr.3741Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores VUlage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: tT ?r // 7 c) DATE: /0/ /2/D/L I, contractor wner ❑ Architect Picked up 2 sets of plans and (other) a Address: Aw (0) r7 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged G- f PERMIT CLERK INITIAL: C/ 2 2� �O W) EMS (34( t4oA RESUBMITTED DATE. 10 s‘iemi61. 3kgf NAcuric, Gov PERMIT CLERK INITIAL: 10/17/2012 17:02 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES II 001 ********************* *** TX REPORT *** ********************* TRANSMISSION OK TX/RX NO 3001 RECIPIENT ADDRESS 918543706181 DESTINATION ID ST. TIME 10/17 17 : 01 TIME USE 00 20 PAGES SENT 1 RESULT OK Miami Shores Village Building Department 10050 N.E.2rici Avenue Miami Shores, Fianna 33138 Tel: (306) 795.2204 Fax: (305) 756.8972 October 17, 2012 Permit No: RC12-1179 Building Critique 1) Provide product approval for single hung 09-9604,24, per window chart. FL17-7:1 C Norman Bruhn CBO 305-762-4859 1) None. 1) None. 1) None. 1) None. Zoning Critique Plumbing Critique — Rafael Hernandez Electrical Critique — Michael Devaney Mechanical Critique — Jan Pierre Perez Plan review is not complete, when all items above are corrected, we will do a complete Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 October 17, 2012 Permit No: RC12 -1179 Building Critique 1) Provide product approval for single hung 09- 9604.24. per window chart. SAS r� CALL— NO 0A--1 Norman Bruhn CBO 305 - 762 -4859 1) None. 1) None. 1) None. 1) None. Zoning Critique Plumbing Critique — Rafael Hernandez Electrical Critique — Michael Devaney Mechanical Critique — Jan Pierre Perez Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. (pi DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.govinera/ T. M. Windows, LLC. 601 N.W. 12'h Ave. Pompano Beach, FL 33069 SCOPE: This NOA is being issued under the applicable rules and regula documentation submitted has been reviewed and accepted by M be used in Miami Dade County and other areas where allowed b construction materials. The - Product Control Section to Hav 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 "605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06 -34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on APR 25, 2012, 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 Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with optional Fin -mount are limited to max Dp = +/- 61.0 psf. LABELING: Each unit shall bear a permanent Iabel with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved ", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. if any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA. revises & renews NOA # 09- 0604.24 and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMIDADE COUNTY 'ICIf �61tti APPROVED NOA No 12- 0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 Page 1 T. M. Windows. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS I. Manufacturer's die drawings and sections (transferred from file # 09- 0604.24) 2. Drawing No. W06 -34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corp., dated 04 -24 -06 and last revised on APR 25, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 09- 0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Large Missile Impact Test, TAS 201 -94 4) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL -5439 dated 12 -10 -07 and FTL -5742 dated 01- 22 -09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07- 0404.04) 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, TAS 201 -94 5) Cyclic Loading Test, per TAS 203 -94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FTL -3975 dated 10- 22 -03, FTL -3755 dated 03 -24 -03 and FTL -4514 dated 01- 25 -05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA -416W dated 04 -11 -00 issued by Certified Testing lab w/ addendum letter San 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL- Farooq Corp. , dated JAN 18, 2012, signed &sealed by Javad Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL- Farooq Corp. , dtd 05- 15 -09, signed &sealed by Arshad Vigar, P.E. (file #09 - 0604.24). 3. Glazing complies w/ ASTMS- 1300 -02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No.12- 0130.01, issued to Cytec Industries Inc. for "Uvekol S laminated glass interlayer ", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al- Farooq Corporation, dated 05/28/9, signed and sealed by Arshad Vigar, P.E. (file # 09- 0604.24) 3. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises & renews NOA # 09- 0604.24, expiring on April 21, 2016. 2. Test proposal # 07 -3765 approved by BCCO dated Feb. 0C 9077.. I. j I ,� Ishaq L Chanda, P.E. Product Control Examiner NOA No 12- 0213.05 Expiration Date: July 05, 2017 Approval Date: May 03, 2012 E -1 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 605 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG 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. FALSE MUNTINS (SURFACE M BE BE THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY 8111H THE REQUIREMENTS OF THE FLORIDA 80110180 CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HV112), IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED. SPACED AS SHOWN ON DETAIL5, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS; THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 20018.4, TYPICAL ELEVATION EQUAL LITES (SEE DESIGN CAPACITY CHART) 5 1/2' HEAD /SILL CORNERS FALSE MuNTWS (SURFACE APPLKO) MAY BE USED 53 l /8" WINDOW WITH 48 1/4' D.L. OPG. W. (FIXED) 21" MAX. VENT WIDTH 8 51/2' READ /SILL CORNERS TYPICAL EI FVATION WITH OPTIONAL FIN EQUAL LITES (LIMIT DESIGN CAPACITY TO *61.0 PSF MAO.) 0.1.0. WIDTH (FI %ED) = WINDOW WIDTH - 4.875" D.L.O. WIDTH (VENT) = WINDOW WIDTH - 5.375" D.L.O. HEIGHT = WINDOW HEIGHT /2 - 4.5" 0118WQ IILVIVRD a 011144w116 ra nw1■ E7 En. • AV ARMAO CIVIC F14, PE / 00592 CNN. 3538 APR 5 2012 LAMINATED GLASS INSUL. LAM. GLASS LARGE MISSILE IMPACT 8 z LLaf� 2 5 1 M 5 8 0 8 8 a drawing no. W06 -34 wheel T d 7 I DESIGN LOAD CAPACITY - PSP (WITH ALUMINUM REINFORCING) DESIGN LOAD CAPACITY - PSF (8570 810EL REINFORCING) QD (.1 3 at I WINDOW DIMS, GLASS TYPE 'C' GLASS TYPES 'O' & '6 GLASS TYPE 'F' GLSS TYPE '0' GLASS TYPE 'R' GLASS TYPE '1' GLASS TYPE '2' WINDOW DIMS. GLASS TYPE 'F' AL-FAROOQ CORPORATION ENGINEERS& PRODUCT DEVELOPMENT 1236 S.W. S7 AVE MIAMI, FLORIDA 33174 • TEL (303) 2844100 FAX. (305) 2824078 COMP- ANl \wOfi 010TH HEIGHT EXT.( +) ANT.( -) EXL( +) 1NT.( -) EXT.( +) INT.( -) EXT.( +) ANT.( -) EXT.( +) 116.( -) EXT.( +) 1NT.( -) EXT.(,) 168.) -) MOTH HEIGHT 001.)*) 161.( -) 19-1/8' 28-1/2" 37' 53 -1/8" 28' 4 () 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 19 -1 /8" 26 -1/2" 37" SJ -1 /8° 26' (4) 60.0 115.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 9 80.0 115.0 E!a 70.0 70.0 81,0 61.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 n:HP-1- 80.0 115.0 ` _� i- _ ��i�l 70.0 70.0 61.0 61.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 119.0 19 -1 /6' 26 -I /2' 3]' 53 -1/8' (4) 70.0 ]0.0 61.0 81.0 80.0 80,0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 19 -1/8' 26 -1/2" 3]' 53 -1/8" JB -J /8' (4) 80.0 115.0 , 76'0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60,0 80.0 80.0 80.D 80.0 115.0 7D.0 70.0 61.0 61.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 YWBYYGY YY /6iY 4 will i 9'Fly 81 AiWagbase s.Or 80.0 119.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 00.0 80.0 115.0 1 19 -1/8" 26 -1/2 37" 53 -1/8" 90 -5/e" (5) 700 70.0 61.0 61.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 19 -1/8" 26 -1/2" 37" 53 -1/8" 50 5 /0' (5) 80.0 115.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 60.0 115.0 70.0 70,0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 804 80.0 60.0 80.0 115.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 60.0 80.0 115.0 19 -I /6' 26 -1/2" 37' 93 -1/8" 58 -5/8" (8) 70.0 70.0 01.0 81.0 80.0 80,0 80.0 80.0 60.0 80.0 80,0 60.0 80.0 80.0 19 -1/8" 28 -1/2" 37" 53 -1 /8" 58 -5 /0" (6) 60.0 110.0 70.0 70.0 610* 61.0 50.0 80.0 80.0 60.0 80.0 80.0 80.0 60.0 80.0 80.0 60.0 115.0 T.M. WINDOWS LLC. 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 TEL (954) 781 -4450 FAX. (954) 781 -5078 70.0 70.0 61,0 61.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 60.0 80.0 115.0 70.0 70.0 61,0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 115.0 19 -1/8" 26-1/2" 37' 53 -I /8" 884 (6) 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 60.0 19 -1/6" 28 -1/2" 37" 53 -1 /8" 88" (8) 80.0 115.0 70.0 70.0 61.0 61.0 60.0 80.0 80.0 00.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 115.0 70.0 70.0 61,0 51.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 115.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 115.0 19 -1/O" 26 -1/2" 37" 53 -1/8' 72' (7) 70.0 70.0 61.0 51.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 80.0 19 -1/8" 28 -1/2 J7" 72 (7) 80.0 115.0 70.0 70.0 81.0 51.0 80.0 80.0 80.0 60.2 80.0 80.0 80.0 80.0 80.0 80.0 80.0 115.0 70.0 70.0 61.0 61.0 80.0 80.0 60.0 60.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 115.0 - - 61.0 61.0 - - 80.0 50.0 80.0 60.0 78.2 76.2 BOA 80.0 19 -1 /6" 26 -1/2" 37" 76 3/4" (7) 80.0 115.0 10 -1/8' 26 -1/2' 37' 53 -1/8" 76 -3/4' (7) 70.0 70.0 81.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 115.0 70.0 70.0 81.0 81.0 80.0 B0.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 50.0 80.0 115.0 70.0 70.0 81.0 61.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 60.0 80.0 24' 30" 36" 42" 48' 54" _ 46 (5) 80.0 115.0 - - 61.0 81.0 - - 77.6 77.8 80.0 80.0 79,5 74.5 60.0 80.0 80.0 115.0 24" 30" 36" 42° 46" 54' 48" (5) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 60.0 80.0 80.0 113.0 70.0 70.0 614 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 115.0 70.0 70.0 61.0 61.0 800 800 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 60.0 115.0 0 3 0 # !01 a° G 8 ff X+ f LNy 6 6 70.0 70.0 61.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1160 70.0 70.0 61.0 61.0 80.0 80.0 60.0 80,0 80.0 60.0 80,0 80.0 80.0 00.0 24" 30" 36' 42" 48" 54' 60 (e) 60.0 115.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 60.0 800 50.0 80.0 80.0 80.0 80.0 00.0 115.0 24" 30' 38" 42" 45' 54' Vie) 70.0 700 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 B0.0 80.0 115.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 115.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 115.0 70.0 700 81.0 81.0 80.0 80.0 600 80.0 80.0 80.0 50.0 80.0 80.0 80.0e 80.0 115.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80,0 80.0 80,0 80.0 60.0 80.0 80.0 prinlNw OM8 7 8 �/ 24" 30" 36" 42" 72" (7) 80,0 115.0 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 60.0 80.0 17 +. / F /I [/ /'�4b..� bMyNp}.eAael Cemeel 80.0 115.0 24' 30' 38' 42" 48" 54" 72' (7) 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 115.0 SS 6 6 N m 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 115.0 70.0 70.0 81.0 81.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24" 30" Be (8) 80.0 115,0 4. o 6 6 6 70.0 70.0 61.0 61.0 80.0 80.0 80.0 80.0 60.0 80.0 50.0 80.0 80.0 804 80.0 115.0 B 0 ss I • 6 $ ^ »## E ._.- - - 61.0 61.0 - - 000 80.0 80.0 80.0 80.0 80.0 80.0 80.0 () N0. N PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB - - 61.0 61.0 - - 78.1 79.1 79.1 79.1 76.5 78.8 78.4 78.4 Etgr. JANAO AMAUO 24" JO' 36" 42' 48" 84" (6) 700 70.0 61.0 61.0 80.0 80.0 80.0 80.0 800 80.0 00.0 80.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE RA C A 76562 0,0:4. 3530 9 �` 700 70.0 61.0 61.0 80.0 80.0 800 80.0 80.0 80.0 60.0 80.0 80.0 80.0 - - 61,0 61.0 - - 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 00.0 - - 61.0 81.0 - - 80.0 80.0 80.0 800 00.0 60.0 80.0 80.0 d awing n0 W06 -34 - - 61.0 81.0 - - 80.0 80.0 80.0 210.0 77.5 77.5 80.0 80.0 () N0. IN PARENTHESIS INDICATE N0. OF ANCHORS PER 462.48 BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Al 252012 (shea(2 of 7 ) 1/8" ANN. GLASS 3/16" ANN. CLASS .120" INTERIAYER .120" INTERLAYER UVEKOL -LIO RESIN UVENOL -U0 RESIN 1/8" ANN. GLASS SILICONE DOW CORNING 995 GLASS TYPE 'C' /8" ANN. GLASS O90" 101061AYER SAFLEX 1110 PVB BY SOLUTIA 3/18" ANN. GLASS -3/16" ANN. GLASS 3/18" HEAT STREN'D GLASS .090" INTERLAYER .120" INTERLAYER SAFLEX 111G PVB BY 501UTIA UVEKOL -LI0 RESIN 3/16" ANN. GLASS 3/16" HEAT STREN'0 GLASS SIUCONE t SILICONE e SIUCONE DOW CORNING 995 GLASS TYPE 'D' 1/8" HEAT STREN'D GLASS .090" INTERLAYER SAFLEX IIIC PVB BY SOLUTIA 1/8" ANN. GLASS I/O" HEAT 504011 D CLASS SILICONE GE RGS7700 GLASS TYPE 'C' SILICONE CE R0S7700 GLASS TYPE DOW CORNING 995 z DOW CORNING 995 GLASS TYPE 'E' 1/8" ANN. GLASS 1/4" AIR SPACE 1/8" ANN, GLASS .090" INTERLAYER SAFLEX 1116 PVB BY 'SOLUTIA' 1/8" ANN. GLASS SILICONE GE R057700 GLASS TYPE 'I' THIS GLASS TYPE ONLY FOR LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. GLAZING OPTIONS 2 n � GLASS TYPE 1/8" TEMP. GLASS 1/3" AIR SPACE 1/8" HEAT STRE760 GLASS .090" INTERLAYER SAFLEX 1110 PVB BY 'SOLUTIA' 1/8" HEAT 519012D GLASS SILICONE GE RGS7700 GLASS TYPE 'J' MAIM YXMAW9 =AVM 41.1.1146. AaYErw M 9 / `A,'k IN EA9r. VAO, AMMAD CINL iIM. PE / 36592 C.A.N. 3536 Y.V o J g drawing no. WO6 -34 sheet 3 of 7) TYPICAL ANCHORS SEE ELEV. FOR SPACING ILLUSTRATIVE DTLS. ONLY EXT. OR INT, FINISHES NOT BY TM WINDOW TYPICAL ANCHORS SEE ELEV, FOR SPACING IBY WOOD B METAL STRUCTURE MIAMI -CADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NGA EDGE DST. t TYPICAL ANCHORS\ SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL TO SPRING LATCH OPTIONAL TO SPRING LATCH REINFORCING OPTIONS SEE SHEE7 2 REINFORCING OPTIONS SEE SHEET 2 REINFORCING OPTIONS SEE SHEET 2 REINFORCING OPTIONS SEE SHEET 2 VA 10110 wIM iwlit k ukiiktoedo 60..1. BVM9 0�r M8� ALTERNATE FRAME SILL • EDGE 0157, TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS• SEE ELEV. FOR SPACING 1 /4" DIA TAPCON BY 'ITW' (F1 -120 051. Fy-22 Ks) 1 /4" DIA ULTRACON BY 'SI CO' (t -177 KS1, Fo -155 HS1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO W000 THRU IBY 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 d14 51.16 OR 5EIF 1901111NC SCREWS (GRAB.' 2 0RS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM 1/8" THK, MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) B12 SIAS OR SELF ORIII ING SCREWS (GRADE 0 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) (NO SHIM SPACE) TYPICAI F110F OISTAN0,F INTO CONCRETE AND MASONRY = 2 MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD. 5ILL OR JAMBS T'0 - 3000 P51 MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS Em - 2000 P51 MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. WEEPHOLES• Wi - 1/2" LONG NOTCH AT EACH W2 = 7/6" LONG NOTCH AT EACH Eng= JAHR AHMAO CH. FLA PE 170592 C.A.N. JSJ9 END OF INTERIOR LEG END OF EXTERIOR LEG TYPICAL ANCHORS CONCRETE SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO ±61.0 PSF MAX.) droving no. W06 -34 sheet 4 01 7 VENT WIDTH 1/4" MAX, SHIMS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. 200 SPACING 0 EXTERIOR D.L. OPG. (FIXED) WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING /4" FRAME WITH FIN OPTION TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" SHIM MIAMI -DADE COUNTY APPR,0 CLIPPED MULLION SEE SEPARATE NOA ITEM PART 1 OTT. DESCRIPTION MATERIAL MANF. /SOPP11111/REMARXS 1 CW -38763 1 FRAME HEAD 6063 -T8 - 2 0W -37731 1 FRAME SILL (4" HIGH) 6063 -18 - 20 BA -3608 1 FRAME SILL (3" HIGH) 6063 -16 - 3 CW -31445 2 FRAME JAMB 6063 -66 - 4 CW -36708 1 MEETING RAIL 6063 -68 - 5 GM -36685 1 VENT TOP RAIL 6083 -18 - 6 GW -37730 1 VENT BOTTOM RAIL (4' 561) 8083 -78 - SA OW-37559 1 VENT BOTTOM RAIL (3" 51LL) 6063 -56 - 7 GW -31134 2 VENT JAMB STILE 6063 -56 - 6 GW -31470 1 VENT STOP 6063 -15 - 9 19 -56 4/VENT GLAZING BEAD ANGLE 6063 -15 - 9A 114-123 4/VENT GIA21N0 BEAD 6063 -75 - 9B TM -170 4/VENT GLAZING BEAD 8063 -16 - BC 141 -181 4/VENT GLAZING BEAD (INSUL. LW. CLASS) 6063 -16 - 10 48 X 1/2" 12,0/ENT GLAZING ANGLE SCREWS STEEL PH 5995 11 4037 (1) STRIP FIN SEAL WEATHERSTRIP - MTC.RNL/FRANE SILL 12 2240 (1) STRIP FIN SEAL WEATHERSTRIP - VENT TOP 13 3722 (2) STRIP 2114 SEAL WEATHERSTRIP - VENT JAMB STILES 14 - 2 1 1/2 "47 /5 "x3/4' FRI5EAL PAO - FRAME SILL CORNERS 15 - 2/VENT LATCH LOCK AT 5' FROM ENDS CAST VENT TOP 15A TM -118A 2/VENT SPRING LOWED EGRESS LOCK 6063 -76 VENT BOTTOM RAIL 16 - 4 /VEN7 VENT GUIDE NYLON VENT INT. CORNERS 17 - 2 /VENT CADWELL SPIRAL BALANCES - AT FRAME MOMS 1B W4R -9302 2/VENT BALANCE COVER VINYL FRAME HEAD/JAMBS 19 689 2/VENT 601082LL BALANCE CLIP - VENT BOIT. CORNERS 20 - 2 112 0 3/4" P.H. 5995 STEEL (1) AT EACH BALANCE 21 - 8 112 A 1" P.H. SMS STEEL FRAME CORNERS 22 - 8 110 A 1" P.H. SM5 STEEL VENT CORNERS 23 - 4 16 x 3/4" F.H. SMS. STEEL (2) AT EACH LATCH 24 - 4 16 x 3/8" F.H. 5M5. STEEL AT EA PLASTIC GUIDE 25 - 1 1.1 3/16.3/4.1/6" CHANNEL STEEL AT VENT TOP 26 - 2 .A1/4 1HK.x4" LONG BAR ALUM. (1) AT FA. MTG. RAIL END 27 - 1 1/27101 /20/8' CHANNEL STEEL AT MEETING RAIL 28 TM -161 2 FIN TRIM FOR JAMES 6083 -T8 - 29 0M -163 1 FIN TRIM FOR HEW 6063 -18 - 30 TM -164 1 FIN TRIM FOR SILL 6063 -18 - 31 TM -179 1 MTG. RAIL REINFORCING CHANNEL 6063 -15 AT MEETING RAIL 32 10 -178 1 TOP RAIL REINFORCING CHANNEL 6063 -T5 AT VENT TOP TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR IRO 0W WIDTH WINDOW WIDTH 11//4111CT■XVIWR6 Ish.b.tvlet M1e fleIE1L sebft Geis Aosap* lrllF6C , T 3 8 1 A MW/ 7R1- bw 8 5 SS 8 k drawing no. W06 -34 (sheet 5 of 7 ) 11.415 -y .438 r- 1.000 L .125_1 31 B .500 I�S O II 530 .062 .672 1- .51 4 �/ `� 7, 3.042 847 2.500 .062- d 3.119 Y] Iti O --a 1.000 -.125 rI _5{ F- 1.550 .OBT 3.068 .082 1.500 Jl. III'' 1.091 1.406 1.030 4 71 _ 26 N 1.000 i` 290 1°- -3.168 O FRAME HEAD 3 1.925 2.375 MTG. RAIL REINFORCINGS ALUMINUM 9A O .049 •409 1'000 r' 3.09] 29 NAIL FIN (HEAD) MTG. RAIL REINFORCINGS STEEL 1.688 FRAME JAMB 1.250 .040 .765 .938 -I 3.340 - 1.000 - 2.166 .082 1 1.500 1.18] L � ,■,,• I g 750 1.188 32 TOP RAIL .125 REINFORCING ALUMINUM .866 .602 9B 1 .S6T .923 .052 .062 2.190 +I 25 TOP RAIL REINFORCING STEEL 1.375 Q FIXED MEETING RAIL Q VENT STOP 2.590 29 NAIL FIN (JAMB) .583 ( 1.375 r_1.188 --.- T-3.199 90 .540 GLAZING .040 .500 3 924 BEADS 5.750 .052 225D 2.590 .2]7 72-1 1.32 I.374 062 ,999 1.214 1.389 ._Ll. 868 Oi SASH SIDE RAIL 0.1 1 cW - NI.'...16. M 2 -071 0r �N / - 6lnaul 4esAS 5.000 1- S LATCH LOCK Q € g A s�t5 m # d E Sn g C N g Os VENT TOP RAIL JO NAIL FIN (SILL) 2.202 .9971 3.245 2.202 T- .664 .062 3.812 .997 3.2 5 3.927 4.347 082 3.439 2.939 3.330 .062 2.830 •` o S o 3.359 .062 4.312 yC c 4, . o x a r . 1 § ii •--• En9 .40 wag, I1A PE i 70592 '. CA.H. JSJO' APR '2 5 201 .664 1-1,375 --.../ L1.375--1 VENT BOTTOM RAILS OO 3.141 FRAME NOTE: EITHER SILLS SILL CAN 80 USED 3141 TA drawing no. W06 -34 (sheet 6 Of ] 1 VENT TOP CORNER FRAME TOP CORNER FRAME BOTTOM CORNER VENT BOTTOM CORNER row .1.0/c71 F"C AIAOP Agrgl 2012 i 41111111140MA7009 1:2410=1111onselle Jete*ease Me -0 ilvehellee Dtes 0,1 1010.1 sheet 7 of 7 OCT 162012 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Windows LLC 601 N.W. 12th Ave. Pompano Beach, FL 33609 SCOPE: This NOA is being issued under ing the use of construction materials. The documentation s ,: +' a e •y Miami -Dade County PERA - Product Control Section to be w" ra . +4 ±'i ° s 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 Cntrol 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 "515" Outswing Aluminum Casement Window -- L.M.I. APPROVAL DOCUMENT: Drawing No. W06 -30, titled "Series 515 Aluminum Casement Window (L.M.I.) ", sheets 1 through 6 of 6, dated 04/14/06, with revision D dated 02/23/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsernent of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 09- 1015.02 and consists of this page 1 and evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pern MANMADE COUNTY APPROVED 5 t 9 j 1 2 9/- w z 1 - NOA No. 12- 0309,04 Expiration Date; May 01, 2013 Approval Date: May 17, 2012 Page 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -30, Sheets 1 through 6 of 6, titled "Series 515 Aluminum Casement Window (L.M.I.) ", dated 04/14/06, with revision D dated 02/23/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5404, dated 11/16/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under NOA# 08- 0506.11) 2. 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 a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4891, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 515 outswing aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -4890, dated 04/13/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA# 06- 0614.03) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Test Report No. ATL 0806.01 -02 dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under NOA# 01- 1129.03) Mann er , P.E. Product Cont aminer NOA No. 12-0309.04 Expiration Date: May 01, 2013 Approval Date: May 17, 2012 E -1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 8/26/09, signed and sealed by Arshad Viqar, P.E. (Submitted under previous NOA #09- 1015.02) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No. 07- 1116.11 issued to Saf -Glas, LLC for their "SAF -GLAS Polycarbonate Laminate ", dated 12/27/07, expiring on 12/16/12. 3. Notice of Acceptance No. 10- 0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer ", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 22, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report no. FTL -4891, issued by Fenestration Testing Laboratory, Inc., dated April 17, 2006, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #09 -101 5.02) 3. Laboratory compliance letter for Test Report no. FTL -5404, issued by Fenestration Testing Laboratory, Inc., dated December 19, 2007, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA #09- 1015.02) G. OTHERS 1. Notice of Acceptance No. 09- 1015.02, issued to T.M. Window & Door LLC for their Series 515 Outswing Aluminum Casement Window — L.M.I., approved on 01/27/10 and expiring on 05/01/13. Manuel Pe , P.E. Product Control miner NOA No. 12-0309.04 Expiration Date: May 01, 2013 Approval Date: May 17, 2012 E -2 BUTT IIINOES AT SASH (2) FOR WOW. HT, UPI0 48' (3) FOR WOW. HT. UPIO 72" THESE WINDOWS ARE RATED FOR LARGE de SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 515 ALUMINUM CASEMENT WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE CASEMENT WINDOWS, ALSO COMBINATIONS OF CASMT/CASMT OR CASMT 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. 14 3/8° MAX. HEAD /SILL HEAD CORNERS SILL THIS PRODUCT HAS BEEN OESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8,4. SINGLE VENT WOW 4' MAX. HEAD /SILL CORNERS D.L. OPENINGS DLO HT. - WOW. HT - 7.5" DLO W. (SINGLE VENT) . WDW. W - T' DLO W. (DUAL VENT) . WDW. W/2 - 6.125' 14 3/8" MAX. HEAD SILL MMMAI VFNT WDW LOCKS AT SASH (2) FOR WOW. HT, UPTO 48' (3) FOR WOW. HT. UPTO 72' LAMINATED GLASS LARGE MISSILE IMPACT 1IK: JAVAD' AHawD CNIL ' �IAAPE�M TOdfl2�. A j.002 PRODUCT REVISED WYR18wit1 IM PMEIA. BuiIdii.BCode Acce4MOO. No pit allon Date A 8S 5 3 d owing no. W06 -30 sheet 1 of 6 DESIGN LOAD CAPACITY - PSF FOR (X) MRS DESIGN LOAD CAPACITY - PSP FOR ( XX ) 51269 SILICONE DOW CORNING 995 TREMCO TREMGLAZE SDO 3/16" ANN. GLASS SILICONE DOW CORNING 995 415" URETHANE ADHESNE TREMCp MEI/GIAZE 500 3/16" ANN. 01.655 470` INTERLAYER 'SAF -GUS' POLYCARBONATE .120" INTERLAYER 11VEKOL -LIO RESIN .015' URETHANE AOHESNE 3/16` ANN. GLASS �� ` 3 0114006 DIMS. GLASS TYPE 'C' pWSB TYPES '6', 'D k '8' 816000 DIMS. GLASS nee 'C' GLASS TYPES 'B', 'D k '8 01058 HEIGHT 061.(4) 1NT.( -) EBT.(4) INT.( -) MOTH HEIGHT EXT.(4) 1NT.( -) 240(0) 147.( -) 19-1/6" 26 -1/2' 37" ,o. ) 82.0 62.0 80.0 80.0 26 -1/2" 37" 53 -1 /8" 74' 26" (2) 82.0 82,0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 800 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80,0 60.0 19 -1/8" 26 -1/2' 37" 38 -3/8 (3) 62.0 62.0 80.0 80.0 62.0 62.0 80,0 80.0 62.0 62.0 800 80.0 ze -t /2" 37' 53 -1/8' ]4" 58 -3/8• (3) 62.0 62.0 80.0 80.0 82.0 62,0 40,0 80.0 62.0 62.0 80.0 80.0 19 -1/6" 26 -1/2' })" 5,3_5,6 (4) 62.0 62.0 80,0 80.0 62,0 62,0 80.0 80.0 - • 3/16" ANN. GLASS ur= m SILICONE f OOVI COINING 995 TREMCO TREMGLAZE 500 SILICONE THE CORNING TRENCO 62.0 82.0 80.0 60.0 62.0 62.0 80.0 60.0 62.0 82.0 80.0 80.0 25-9/2" / ])" 53 -1/e' >a" s0 -S /8" (4) 62,0 62.0 80.0 80.0 19 -1 /8" 26 -1/2' J)" .) 62.0 62.0 80,0 80.0 62.0 62.0 60.0 1y1.1' .0,, ■lI y GGG °A111111111 ■ TRENGLAZE 500 LAZ 62.0 62.0 80,0 60.0 82.0 62.0 60.0 80.0 60.0 1', 82.0 820 BOA 60.0 62.0 02.0 80.0 80.0 19 -1 /6' 26 -1/2" )0 -1/0" (6) 62.0 620 60.0 60.0 26 -1/2' 37" 53 -4" )4' 63' (6) 62.0 62.0 80.0 60.0 62.0 620 60.0 80.0 62.0 62.0 80.0 60.0 111 ' 30' >4- I /4'(6) 82.0 82.0 80.0 80.0 62.0 48.8 67.9 67.9 , 18" 24" 30' 36" 24" (2) 62.0 62.0 60.0 80.0 48.8 48.8 18.8 48.6 620 62.0 80.0 60,0 26 -1/2" 37. 53 -1/8' 74• 72" (6) 62.0 62.0 60.0 80.0 DidiaLTIPEW GLASS TYPE 'C' SILICONE DOW CORNING 995 SILICONE memo TREMGLAZE 500 GE RGS)]00 3/16" HEAT STREN'D CLASS 3/16' ANN, GLASS .120' INTERLAYER .090" INTERLAYER UVEHOL -U0 RESIN 5AFLEX 18G BY SOLUTIA 3 /16" NEAT STREW) GLASS 3/16" ANN, GLASS 62.0 62.0 80.0 80.0 62.0 82.0 65,4 65.4 62.0 62,0 60.0 80.0 45.5 45,5 452 4s.s 18' 24' 30' 36' J6• (3) 62,0 82.0 80.0 80.0 31,7 32.7 32,7 32.7 62,0 62.0 80.0 80.0 21" 36" 48' 60" )2" 24. (2) 62,0 62.0 80.0 60.0 62.0 62.0 80.0 80.0 62,0 62,0 80.0 80.0 62.0 62.0 80.0 80,0 620 62.0 80.0 50.0 16" 21" b' 34" 48' (4) 62,0 82.0 80,0 80.0 62.0 62.0 80.0 80.0 62.0 62,0 80,0 80.0 62.0 62.0 80.0 80.0 820 62.0 80.0 80.0 24' 36" 44" 8D" )2" 36' (3) 620 62.0 60.0 60.0 620 62.0 80,0 80.0 62.0 62.0 80.0 80.0 18' 30" 38" 60" (5) 62.0 62.0 60,0 60,0 62.0 62.0 80,0 80.0 82.0 62.0 60.0 60.0 62.0 82.0 60.0 80.0 62.0 82.0 80,0 80,0 82.0 62,0 60.0 80.0 62.0 82.0 60.0 80.0 24" 38' 413• 80• )2" 4 (4) 82.0 62.0 60.0 600 - ° n m SILICONE DOW CORNING 905 1 IREMCO TREMGLAZE 500 m SILICONE GE RGS])00 r oM u 0 2' $$ j 4 1 S 5 S 9 18' 24' 30' 36• 63„ 62.0 62,0 80.0 80.0 62.0 62.0 60.0 60.0 62.0 62.0 60.0 60.0 52.0 62.0 804 800 62,0 62.0 800 80,0 62.0 62,0 80,0 80.0 \ �,� , 4161111/ 1I I I 62.0 62,0 80.0 60,0 62.0 82.0 80,0 80.0 III 18• 24" 30' 36' ]2' (9) 624 82.0 60,0 80,0 24" JB" 48" 60" )Z' 80. (5) 62.0 62.0 80.0 60.0 62.0 62.0 80.0 80.0 62.0 82A 80.0 60.0 82.0 62,0 80.0 80.0 62.0 62.0 80.0 60.0 62.0 82.0 80.0 80.0 62.0 62.0 69,6 69.6 , 31• 72" (6) 62.0 62.0 _ 80.0 80,0 58.0 58.0 56.0 58.0 1� () ° N0. OF ANCHORS PER 4A818 WINDOW W. WINDOW WIDTH 24' 36' 4B' 60• 63" (5) 62.0 62.0 80,0 60,5 © 'D' "E' 62.0 624 80.0 80.0 0 a 8 s a E' N 620 62.0 75.2 75.2 GSS TYPE GLASS TYPE LA GLAZING OPTIONS 60.2 60.2 60.2 80,2 m / / \ \ \ \ I. " / / \ \ \ \ 0 \ I \ 11 t r / / / / I sy 8 i Y b 24' J6' 48• 60" )2' J2.. (6) 52.0 62.0 840 60,0 624 62,0 87.2 62.2 65211 3 4O mum CN6 K., M >d592 .. G M 8538 PRODUCPRBVISBU implying with the Plod& BWldih4 Code D"�Ire11 m DY°�i ,./ �j,: 50.4 60.4 50.4 50.1 40.3 40,3 40.3 40.3 3].6 J3.6 J3.6 b.8 NOTE: I ( ) ° N0, OF ANCHORS PER JAMB GLASS CAPACITIES ON THIS SHEET ARE drawing n0 W06 -30 BASED ON ASTM 01300 -04 (3 SEC. GUSTS) X XX AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 ••'IV 104 I •. TIONS '. A..R:IX4,Z0)2 II . ' Y -�, M,.,, oAitle , sheet 2066) 1BY W000 BUCK 0 0 0 TYPICAL ANCHORS SEE ELEV. FOR 5PAONG o 'IL 5 0 0 Pr o 11 QJ o CI 0 we v o ANN. N ,1 \ ca lig 10 1 � 'r N U T IIlf:u1 I ' WN� O > o 111:1M16111 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. FOR SPACING METAL STRUCTURE 0 0 0 O J i o �- 111,I' 0 0 L. 0 5141*, ���HI� o �nr�i 0 1►N■1 W000 BUCK 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING BUTT HINGE OPTION CONCEALED HINGE OPTION MIAMI —DADE COUNTY APPROVED MULLON & MULLION ANCHORS SEE SEPARATE NM TYPICAL ANCHORS SEE ELEV.- FOR SPACING 280 11000 00 . RUCTURE aD TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE, TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'FI CO' (FV =ITT K51, Fy -155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO W000 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 j114 SMS OR CFI F ORII 1 INC SCREWS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090 ") INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : I/O" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAI FOCE DISTANCE INTO CONCRETE AND MASONRY = 1 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS Co = 3000 P51 MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. 6'l. 4AVA0 mAD RA.,Pe F 705811. ( CAN. 3E28 '. A"'lS2012 PRODUCT REVISED as amnplying wilh 8w Florida Building Code A000pI N0LAQ/Q�� $ Expi *N1D110O ..TA.LQ13 Product. 0 18 drawing no. W06 -30 (sheet 3 y(6 ) TYPICAL CHORS SEE E - . FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS SINGLE VENT WINDOWS (BUTT HINGE OPTION) /4" TYPICAL CHORS SEE ELF . FOR SPACING MIAMI -DADE COUNTY AMMO MULLION SEE SEPARATE N0A O 0 0 I' 1 T%. -iv, KS 4000 BUCKS a TYPICAL ANCHORS SEE ELEV. FOR SPACING STRUCTURE 1/0• METAL STRUCTURE WIH00W WIDTH SINGLE VENT WINDOWS (CONCEALED HINGE 0PT100) BY WOOD BUCKS EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. 001 SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING DUAL VENT WINDOWS yA Y Growing no. W06 -30 sheet 4 of 6 F 1.373 FRAME 2.241 .500 VENT 1.162 545 .045 d .595 GLAZING BEAD .500 4❑ --.062 ()GLAZING TUBE IMPOST ITEM PART M QUANTITY DESCRIPTION MATERIAL MANO. /SUPPLIER/REMARKS I 0837528 4 FRAME 8063 -16 - 2 CW37526 4 VENT 6063 —T6 - 3 GW37524 1 IMPOST 6063 -56 — 4 50145 AS REOD. GLAZING BEAD 6063 -03 — 4A — AS REOD. GLAZING TUBE 6063 -76 - 5 110 X 1 -1/4" 2/ CORNER FRAME/VENT ASSEMBLY SCREWS 5T. STEEL PH 5445 6 SW27713 — CORNER KEY ALUMINUM — 7 — — CORNER KEY (3 X 1 X .062" CHEVRON) ALUMINUM — 8 — — CORNER HEY (3 X 11/16 X .082" CHEVRON) ALUMINUM - 9 — — CORNER KEY (3 X 1-3/8"11 .041" CHEVRON) ALUMINUM — ID 2230 AS 0(00. FRAME & VENT 2/TRIPPING FINSFAL — 11 GW37521 AS RE00. BUTT HINGE INTERIOR (FASTENED W/ (3) /10 X 3/8" PH SMS) ALUMINUM — 12 CW37522 AS REGD. BUTT HINGE EXTERIOR (FASTENED 8/ (2) 610 X 3/8" PH SUS) ALUMINUM - 13 23 -65 -32 — R0T0 OPERATOR (FASTENED 0/ (4) p10 X 3/8" PN SMS) — TRUTH 14 24 -11 -32 AS REOD. LEVER TYPE CAM LACK (FASTENED 9/ (2) /10 X 3/8" PH 5445) — - 15 21089 — STRIKE KEEPER (FASTENED W/ (4) 08 X 1/2" TH SMS) — TRUTH 16 30238 AS REOD. KEEPER (FASTENED W/ (2) 110 X 3/6" PH 5440) — — 17 300 SERIES 2/ VENT 3 6448 CONCEALED HINGE (FASTENED W/ (2) /10 X 3/6" PH SMS) 5T. STEEL AT SASH TOP & BOTTOM 18 56001/56002 3/ VENT 4" LONG SNUBBER (FASTENED WITH (2) /e X 1/2" HEX H SO SCREWS) ZINC AT HINGE RAIL 1.978 .979 290 5 6) CORNER KEY 8 CORNER KEYS 21 'r994 411.1VAD l, 404 0540 M ,., 92. CAN. 638 2012 PRODUCT REVISED Aa onalyi ww4h IIm019146 Ace �Lmos N9 .0 v'.O¢ 137nNm136'M 747 ri IMPOST CORNER5 PTPRO PRODUCT REVISPD yg's„ ;TraPttewIth do Handy INgintion Data Zfire RY , Pro t • P•ksi /3'2012' 8 A 3 a drawing no. W06-30 sheet 6 of t DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Windows LLC 601 N.W. 12th Ave. Pompano Beach, FL 33609 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 "338" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.1.) ", sheets 1 through 5 of 5, dated 07/11/03, with revision I dated 02/22/12, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model /series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 10- 1214.13 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.miamidade.gov /pera MANMADE COUNTY APPROVED 5/02- NOA No. 12- 0309.06 Expiration Date: January 08, 2014 Approval Date: May 17, 2012 Page 1 T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -52, titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, with revision I dated 02/22/12, prepared by Al- Farooq Corporation, signed and sealed by Javad 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 Series 338 Aluminum Fixed Window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5276, dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 1120.10) 2. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratories, Inc., Test Reports No. FTL -2782, and FTL -2784, dated 11/06/01, signed and sealed by Luis Figueredo, P.E.; and Test Report No. FTL -3803, dated 05/22/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA No. 03- 0925.04) 3. Test reports on: 1) Air Infiltration Test, per SFBC, PA 202 2) Uniform Static Air Pressure Test, Loading per SFBC, PA 202 3) Water Resistance Test, per SFBC, PA 202 4) Large Missile Impact Test, per SFBC, PA 201 5) Cyclic Wind Pressure Loading, per SFBC, PA 203 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by American Testing Lab of South Florida, Test Report No. ATL 0806.02 -02, dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under previous NOA No. 03- 0925.04) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 10/28/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA #10- 1214.13) 2. Glazing complies with ASTM E1300 -04 E -1 )lcuwjJG?, Manuel ' e P.E. Product Contr E miner NOA No. 12- 0309.06 Expiration Date: January 08, 2014 Approval Date: May 17, 2012 4, t T.M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs ()?ERA) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11- 0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlaso Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11- 0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. 3. Notice of Acceptance No. 10- 0331.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer ", dated 05/05/10, expiring on 02/08/14. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated February 21, 2012, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. FTL -5276, issued by Fenestration Testing Laboratories, Inc., dated 07/06/07, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA No. 07- 1120.10) 3. Laboratory compliance letter for Test Reports No. FTL -2782 and FTL -2784, issued by Fenestration Testing Laboratories, Inc., dated 11/06/01 and, signed and sealed by Luis Figueredo, P.E.; and for Test Report No. FTL -3803, dated 05/22/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA No. 03- 0925.04) 4. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American Testing Lab of South Fl9rida, Inc., dated 09/24/02, signed and sealed by William R. Mehner, P.E. (Submitted under previous NOA No. 03- 0925.04) G. OTHERS 1. Notice of Acceptance No. 10- 1214.13, issued to T. M. Windows, LLC for their Series "338" Aluminum Fixed Window - L.M.I ", approved on 03/31/11 and expiring on 01/08/14. E -2 —1/1/CC/a/ Manuel ' erez Product Control Ex mi ' r NOA•No.12- 0309.06 Expiration Date: Jainuary 08, 2014 Approval Date: M 1: y 17, 2012 SERIES 338 ALUMINUM FIXED WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 AND 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAM1-DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BABE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUOING BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET. THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FROM ENOS cAJ FALSE NUNTINS SURFACE APPLIED OFRONAL 10 -1/2' MA%. HEAD /SI c _ OPC. WINDOW WIDTH TYPICAL El NATION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ra 8 fu 8 3 oR as 8 droning no. W03 -52 (sheet 1 01 5 ) DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'B" WIDTH LENGTH EXT. 1+1 INT. 1 -) EXT. (4) INT. 1 -1 WIDTH LENGTH EXT. (4) INT. (X) EXT. CO INT. (X) 35" 42" 48" 54" 60" 86" 72" 48" 60.0 80.0 60.0 80.0 60.0 80.0 60.0 80.0 72.1 72,1 60.0 60.0 72.1 72.1 65.1 65.1 80.0 80.0 80.0 60.0 19 -1/8" 26 -I/2" 37" 53 -I /e" 80.0 80.0 80.0 80.0 80.0 00.0 80.0 80.0 80.0 800 80.0 00.0 80.0 80.0 80.0 60.0 56.0 58.0 60.0 80.0 X% X 60.0 80.0 36" 42" 48" 54" 60" 66" 73,7 73.7 80.0 80.0 19 -1/8" 20 -1/2" 37" 38 3/6" 80.0 80.0 80.0 80.0 80.0 60.0 80.0 80.0 80.0 80,0 80.0 80,0 80.0 00,0 80.0 60.0 68.6 80,0 80.0 651 65,1 80.0 80.0 80.9 60.9 78.5 78.5 X X 70.7 70,7 19 -1/8" 28 -1/2" 37" 53 -I /8" 50 5/8' 80,0 80,0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 68.3 68.3 80.0 80.0 X X 70.7 70.7 42" 54" 72" 55.8 55.6 60.0 80.0 53.8 53.6 60.0 60.0 X X% 00,0 80.0 19 -I /8" 26 -1/2" 37" 53 -1/8" 63 80.0 80.0 80.0 80.0 80.0 80.D 60.0 80.0 68,2 68.2 80.0 60.0 X 80.0 80.0 X X 78.5 78.5 36" 42" 48° 53" n" 52.0 52.0 80,0 80.0 49.3 49.3 809 80.0 XX 80.0 80.0 19 -1/8" 28 -1/2' 37' 53 -I /6" 74 -1/4" 80.0 80.0 80,0 60.0 78.8 78.6 80.0 80.0 53.3 53.3 80.0 50.0 X 80.0 80.0 50.0 80.0 36' 42" 48" 54" 47.6 47.8 80.0 80.0 80.0 80.0 X% 80.0 80.0 19 -1/8" 26 -1/2" 37" 53 -1 /O" 77" 80.0 80.0 80.0 80,0 76.2 76.2 80.0 80.0 51.2 51.2 80.0 60.0 X 80.0 00.0 36" 42" 96" XX 80.0 80.0 X X 80.0 80.0 38" 102' XX X 80.0 80.0 36" 108" X X 80.0 80.0 3/16" ANN. GLASS 1/2" AIR SPACE 1/8" MIN. GLASS .090' INTERLAYER BUTACNE PYB BY 'DUPONT' 080TH YN0 LENGTH DIMEN IONS CAN BE ORIENTED VERTICALLY OR HOR00NTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). NOTE: EXTERIOR PLY OF GLASS TYPE 'A' MUST BE TEMPERED TO QUALIFY FOR SMALL MISSILE IMPACT. 1/8" ANN. GLASS SILICONE GE 7700 3/18" TEMP. GLASS 1/4" AIR SPACE /16" HEAT 5TREN'0 GLASS .090" INTERLAYER SENTRYCLS BY '0UP067' 3/10" HEAT MEND CLASS DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSP WINDOW DIMS. GLASS TYPE 'C' WINDOW DIMS. 0LASS TYPE 'C' WIDTH LENGTH EXT. ( +) INT, 1 -1 WIDTH LENGTH EXT. (4) INT. (X) 36" 42" 48' 60' 75.0 75.0 75.0 75.0 75.0 759 75.0 75.0 19 -I /8" 26 -1/2" 53 -1/8" 26" 75.0 75.0 75.0 75.0 75.0 75.0 750 75.0 75.0 75.0 75.0 75.6 75.0 75,0 b„ 42" 46" 54" 60" 66' 80° 75.0 759 19 -1/8" 26 -I/2" 37" 53 -1/8" 38 3/8" 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 759 759 72.0 729 19 -1/8° 26 -1/2" 37" 53 -1/8" 50 5/8" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 72.0 72.0 36" 42" 4e' 54' 72" 75.0 75.0 75.0 75.0 19 -1/8" 26 -1/2" 37" 53 -I/8" 63 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75,0 75.0 72,0 72.0 36" 42' 45' 54' 75.0 75.0 19 -1/8" 26 -1/2" 37" 53 -1/8" 74 -1/4" 75.0 75.0 75.0 75.0 75.0 73.0 75.0 750 75.0 75,0 75.0 75.0 75,0 75.0 38" 42' 48" 96" 75.0 75.0 75.0 75.0 75.0 75.0 30" 42" 102• 75.0 75.0 75.0 75.0 36" 108' 75.0 75.0 75.0 75,0 114" 75.0 750 38° 120" 75.0 75.0 36' 126" 75.0 75.0 3/16" HEAT 53REN'D GLASS .120 INTENUYER UYEXOL -U0. RE51N 3/16" HEAT SIREN'O GLASS SILICONE GE 7700 SILCONE DOW CORNING 995 SILICONE 1REMCO 7REMGLAZE 5500 S 0 70 Enyr: io OM9 CmL N S 70592 I CdN. Sb' GLASS TYPE I" NOMINAL IN5UL, LAM. GLASS GLASS TYPE "8" 16/18" NOMINAL INSUL LAM. GLASS GLASS TYPE '0' GLAZING OPTIONS PRODUCT REVISED as complying wigs the PIm686 Doildd19 Coda o7I9900 No / Aw X GwP' No Dab ST Dade 53 7. 40 0 0 drowinq no. W03 -52 (66601 2 o(5 ) • I - DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE 'B' GLASS TYPE '1' WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE Sr GLASS TYPE '0' VIDTH LENGTH EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) EXT. 1 +) INT. ( -) EXT. (0) INT. ( -) \WIDTH LENGTH EXT. (4) INT. (X) EXT. ( +) INT. (X) EXT. (+) INT, (XI EXT. ( +) INT. (X) 36" 42' 48' 54' 60' 66' 72" 48' 80.0 60.0 90.0 90.0 90.0 111.0 90.0 140.0 19 -1/8" 26 -1/2" 37" 53-1/8' 28„ 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 900 90.0 90.0 111.0 90.0 140.0 60.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 600 90.0 900 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80,0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 19 -1 /8" 26 -1/2" 37" 53 -1/8' 38 -3/6" 80.0 80.0 90.0 90.0 90.0 (11.0 00.0 140.0 80.0 80.0 90,0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90,0 90.0 90.0 111.0 90.0 140.0 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 38" 42" 46" 54" 60' 66" 72" 60' 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 19 -1/8' 26-1/2" 37" 53-1/8' 50 5/e" 80.0 80.0 90.0 90.0 90.0 111.0 • 90.0 140.0 80.0 80.0 90.0 90.0 90,0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80,0 60.0 800 98.7 80.0 124.4 80.0 60.0 900 90,0 90.0 111.0 90.0 140.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 75.9 75.9 653 85.3 60,3 105.2 85.3 132.7 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 19 -1/8" 26 -1/2" 37" 53 -1/8' 53 800 80,0 90.0 90.0 90.0 111.0 90.0 140.0 64.0 64.0 72.0 72.0 72.0 66.8 72.0 112.0 80.0 80.0 90.0 90,0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 42" 48" S4" 80° 72" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 60.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 72.3 72.3 81.3 61.3 81.3 100.3 81.3 126.5 76.5 76.5 90.0 90.0 90.0 111.0 90.0 135.0 19 -1/8' 26 -1/2" 37" 53 -1 /8" 74 (/4" 80.0 80.0 90.0 90.0 90.0 111.0 800 140.0 71.1 71.1 50.0 80.0 80.0 98,7 80.0 124.4 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 64.0 84.0 72.0 72.0 72.0 86.6 72.0 112.0 80.0 60.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 42" 48' 54' B4" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.4 71.4 81.3 81.3 81.3 100.3 81.3 126.5 89.8 89.8 90.0 90.0 90.0 111.0 90.0 137.1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS). 65.4 65,4 90.0 90.0 90.0 111.0 90.0 126.0 84.1 64.1 80.0 80.0 80.0 98.7 60.0 117.9 36' 42" 48" 96" 75.9 75.9 90.0 90.0 90.0 111.0 90.0 140.0 84.3 64.3 90.0 90.0 90.0 111.0 90.0 131.7 59.8 59.8 90.0 90.0 90.0 111.D 90.0 120.0 38' 42" 102" 73.9 73.9 90.0 90.0 90.0 111.0 90.0 140.0 64.5 84.5 90.0 90.0 900 111.2 800 137.1 36" 42' 105" 74.1 74.1 90.0 90.0 90.0 111.0 90.0 140.0 61,3 61.3 90.0 90.0 90.0 111.0 90,0 127.7 36" 114° 74.0 74.0 90.0 90.0 90.0 111.0 90,0 140.0 36" 120' 74.0 74.0 90.0 90.0 90.0 111.0 90.0 140.0 36" 126' 727 72,7 90.0 90.0 90.0 111,0 90.0 140.0 iZ /16" ANN. GLASS .090 1NTEBLAYER BUTACRE PJB BY 'DUPONT' 3/16' ANN. GLASS SILICONE TREMCO SPECTRUM 2 GE 7700 CLASS TYPE 3/16" HEAT STREN'D GLASS .090" INTERLAYER BUTAGTE PVB BY 'DUPONT' -3/16' HEAT STREN'D GLASS SILICONE TRE1400 SPECTRUM 2 GE 7700 NIT'Lr10" 3/18" HEAT STREN'0 GLASS .090" INTERUYER SENTRYGIAS BY ' DUPONT' 3/16" NEAT STREN'D GLASS 3/16" TEMP. GLASS 3 .090' INTERLAYER SENTRY01AS BY 'DUPONT' 3/16' TEMP. GLASS %i NOTE. WIDTH AND LENGTH DIMENSIONS CAN B 081E511E0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. SILICONE SLICONE T6EM00 SPECTRUM 2 TRE1400 SPECTRUM 2 GE 7700 GE 7700 Aok GLASS TYPE 'G' GLASS TYPE 'N' GLAZING OPTIONS OIBR, (I;A; PE 705BT ' AR8 18 28ig GLASS TYPE 'J' PPRODUCIRBVISBD as dying with the Fl8fi0e Building Code Acceptance No /2- A "09.016 B9d.rioe Date Y.CS f`A /4 By Deb V z P gO 0 C LL 8g O Q2 B Gp2114Ga j <W3G G edgiO 8 0 5 dr wing no. W03 -52 (sheet 3 of 5 y 4 I K ME1AI.._ STRUCTURE TYPICAL ANCHORS SEE ELEV& FOR SPACING MIAMI -DADE COUNTY APPROVED MUL2ON & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELLV, FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" 214 TAPCON BY 'ITV (0 -120 1151, Fy -92 1150 1/4" 21A. UI TRACON BY 'EI CO' (0 =176 1151. ,155 1151) 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 814 5MS OR 501 F DR111 INC. SCREWS (GRADE 2 CRS) 9100 MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. = 1/8 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAI EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -3/8" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN, CONCRETE AT HEAD, SILL OR JAMBS ('e = 3000 PSI MIN, C -90 HOLLOW /FILLED BLOCK AT JAMBS Em = 2000 PSI MIN. SEALANT: FRAME CORNERS SEALED WDN ACRYLIC SEALANT, firer: ,M560 NAND .,DA PE / 60592 • ' R 0f, PRODUCT REVISED as complying wttll dr PIRTkW Aoild®g Code 9800809 No '-030_.06 hd05096 0 8 a 0 as 5 6 drawing W03 -52 sheet 4 of 5 3. 375 1.000 060 .658 WINDOW FRAME 1 00 N ITEM PART t 0(0571TY DESCRIPTION CW- 3527T- 1186 6 110 0 1" 8 TM -171 AS RE00. AS RE00. WINDOW FRAME GLAZING STOP TUBE FRAME ASSEMBLY SCREWS MATERIAL 6063 -T6 MANP. /SUPPLIRR /REMARKS 6063 -T5 P.H. SMS I I ..0550 r .7570 I ,I } LJF -.062 TYP. ® GLAZING STOP TUBE 076 .835 1.645 045 GLAZING BEAD (LAM. GLASS) .835 1-1.616 --M ® GLAZING BEAD (INSUL LAM. GLASS) AS RE00. GLAZING BEAD (UN. GI-ASS) GLAZING BEAD (INSUL LAN. GLASS) 6063 -T5 6063 -T6 1.1AM1 -DAOE COUNTY SEE SEPARATE NOA APPR.D MULLION \- TYPICAL ANCHORS SEE ELEV. FOR SPACING .41 111111 I It W000 B • 111_ W000 STRUCNRE EXTE RIOR D.L. OPC. WINDOW WIDTH 1/1' MP SHNS TYPICAL ANCHORS SEE ELEV. FOR SPACING !1� _.jjII w 111111 ' � °IBY Wt,1,00 BUCKS z ppW o 5 (2 ; eg g; M 1 8 TYP. CORNER DETAIL E70( AgtiAO i81MA{( ,�.e�Ie�Ta592 CAN. PRODUCT REVISED vs complying with the Florida Building Cods Acceptww No tli Date APR „i!A Idt� e 3 } 0 owing no. W03 -52 (fleet 5of5