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WS-11-324Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 &Io Inspection Number: INSP - 156417 Scheduled Inspection Date: March 07, 2012 Inspector: Rodriguez, Jorge Owner: Permit Number: WS -2 -11 -324 Job Address: 637 NE 92 Street 12 -C Project: Miami Shores, FL Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Contractor: GILNIK ENTERPRISES INC Phone Number Parcel Number 1132060430140 Phone: (305)283 -9793 Building Department Comments REPLACE EXISTING WINDOWS Passed 471f/tAl Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments March 06, 2012 For Inspections please call: (305)762 -4949 Page 1 of 27 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. /0-89 TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: STATE OF FLORI 1 HEREBY CERTIF THE UNDERSIGNED hereby gives notice that improvements will be maalttaWftilfiratia property, and in accordance with Chapter 713, Florida Statutes, the folio. is provided in this Notice of Commencement. S5 my h HARVEY RUVIN, C 1111111 11111 Hill 11111 11111 1111111111 11111111 CFN 2011R0149035 OR BE: 27609 Ps 1982; t l p s) RECORDED 03/08/2011 10:22 :36 HARVEY RUVIHy CLERK OF COURT MIAMI—LADE COUNT f r FLORIDA LAST F'AGE 1. Legal description of property and street/address: 2. Description of improvement: Space above reserved for use of recording office ASE Ong si - 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number. /3f 5. Surety: (Payment bond required by owner from contractor, if any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(07., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number. 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 Prepared By Print Name Title/Office or O er s)' Authorized Officer/Director/Partner/Manager a. Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The foregoing instrument was acknowledged before me this By ,etrtias 07 day of /1 . e / / c`. 4 5 f ❑ Individually, or as for I.Pergt5nally known, or ❑ produced the following type of identificati Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION Under penalties of perjury, I declare that 1 that the facts stated in it are true, to Ala ,{ ►lliNP►l,//li vaingrrrnmmvpiiii t!( • ................. My No o mPubk . Exp ireSs t atMe a y o 2f 8Flprlda , 2013 Commission # DD 893337 25. FLORIDA STATUTES read the foregoing and my knowledge and belief. Officer/Director/Partner/Manager who signed above: By 123.01 -52 PAGE3 3/10 6141 kliCk� 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 BUILDING PERMIT APPLICATION FBC 20 Permit No. Master Permit No. $ 11 -39 Permit Type: BUILDING ROOFING G ,�y� 1 OWNER: Name (Fee Simple Titleholder): C 0 ( I 6. - Phone#: -� " 61 � 1. AG (91 S� City: Address: Karr)] State: Zip: 33', Re Tenant/Lessee Name: Phone#: Finail° JOB ADDRESS: 63i Pe T C City: Miami Shores County: Miami Dade Zip: c 13 X Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Address: Al BP-0 S v r -- City: 5.1 reSte Qualifier Name: � ( State Certification or Registration #: i lr'id -nc- Phone#3. ;z TY1 3 Zip: 3'30' ail' ' Phone#: 01\.)CO3O Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: Type of Work: OAddition DescriptignVor � 'L #. • ,4 515 CO Square/Linear Footage of Work: g7 OAlteration ONew En -pair/Replace ************ * *** * * * *** * * * * *** * * *** * * * *F * * ** Submittal Fee $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ Permit Fee $ CCF $ CO /CC $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ P 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, BEATERS, TANKS and MR 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 $250 0, the applicant must promise in good faith that a copy o the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject a � �'�' Also, a certified copy of the recorded notice of co 'i. t must be posted at the job site for the first inspection ' �. en (7) e such posted notice, f fi nsp � ()days after the building permit is issued. ���„� of p the inspection will not be �_f, , ,, ' ' nspection fee will be charged. C,lt Signature • 11 r Owner or Agent The foregoing trument was acknowled ed befo day of , 20 IL, by CAI t '_ s who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUB Sign: Print: My Commission kriregra * * * * * *** * * * **** APPROVED BY I ,41Ae� CRISMARY PASCARELLA Notary Public • State of Florida '= My Comm. Expires May 28, 2013 .;q?` Commission # DD 893337 f k C\)C;,, Signature Ilh.. _ _ The foregoing ' , . . ent ' ." rowled ed before me thisi. day of , 20 LL, by 51-1 �` • ?..0 (l who is personally known to me or who has produced as identificati NOTARY PUBLIC 7f :AC Sign: Print My C ho did take an oath. y Public - State 01 Florida y omm. Expires May 26, 2013 aua ° %DOFF.. Commission # DD 893337 .. ******* * * * *** *** * * *** * ***** * * * * *** * *** /7 Plans Examiner Structural Review (Revised 0'7 /10/07)(Revised 06/10/2009)(Revised 3/15/09) ***** ** Zoning Clerk (0 A ° CERTIFICATE OF LIABILITY INSURANCE DATE ( o THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder 1s an ADDMONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION 1S WAIVED, subject to the terms and conditions (tithe policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER The Contractors choice Agency PO Box 13645 Chandler AZ 85248 CONTACT Jon Rock °H°NE , (800) 918 -3584 1 a No). (877) 684-9951 No. Ex0 aDREss, Jon @nginsuranceonline.ccm PRIMMER m e.00008693 INSURER(S) AFFORDING COVERAGE NAIC0 INSURED Gilnick Enterprises Inc. 17320 SW 278th Street Homestead FL 33031 INSURER A Tat' 1 Contractors Insurance 12293 INSURER B : INSURERC: 2/17/2011 INSURER D: EACH OCCURRENCE INSURER E : 1,000,000 INSURER F: PRMAGE TO RENTED PREMISES occurrence) COVERAGES CERTIFICATE NUMBER::MO962304266 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. OMR LTR TYPE OF INSURANCE R Uiyp POLICY NUMBER () POLICY EFF nj (gip POUCY LIMBS A GENERAL UABIUTY COMMERCIAL GENERAL LIABILITY ABILITY OCCUR GLF00O013313 -01 2/17/2011 2/17/2012 EACH OCCURRENCE $ 1,000,000 X PRMAGE TO RENTED PREMISES occurrence) $ 50 r 000 CLAIMS -MADE X MED EXP (Any one person) $ 5, 000 PERSONAL BADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POUCY n JECT n LOC PRODUCTS - COMPIOP AGG $ 1,000,000 $ AUTOMOBILE LUU31LIY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per aunt) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAB EXCESS LIAR R CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? (Mandatory to NH) It yes, escribe 'Elder DESCRIPTION OF OPERATIONS Y / N N 1 I TORYSTA U- I I ER EL EACH ACCIDENT $ EL DISEASE - EA EMPLOYEE $ below EL DISEASE - POLICY UMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, W more space Is required) CERTIFICATE HOLDER CANCELLATION (305)756 -8972 Miami Shores Village 10050 NE 2nd Ave Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POUCY PROVISIONS. AUTHORIZED REPRESENTA11VE Robert Rock /BOB ACORD 25 (2009/09) INSO25 (200909) ©1980 -2009 ACORD CORPORATION. AU rights reserved. The ACORD name and logo are registered marks of ACORD STATE OF FLOW DEPARTMENT OF B$SINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487 -1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 FERNANDEZ, GILBERTO S GILNICK ENTERPRISES INC 17320 SW 278TH STREET HOMESTEAD FL 34031 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! DETACH HERE BATCH NUMBER *MI* *W* X** X ***2 * * X MIAMI -DADE COUNTY TAX COLLECTOR 140 W. Flagler Street Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 2/23/2011 1300/228 /001SAKENI 0024 -0001 Last Seq. #:0001 WI LBT #:00 570667 -7 Local Business Tax $193.75 CA CHANGE $200.00 $6.25 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2010 -2011 LOCAL BUSINESS TAX Local Business Tax#:00570667 -7 State/CC#:CBC010630 Issued to GILNICK ENTERPRISES INC Type of Business: SUB - GENERAL BLDG CONTRACTOR THIS RECEIPT IS ISSUED AS EVIDENCE OF PAYMENT FOR YOUR LOCAL BUSINESS TAX OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Received as Certified Above Miami -Dade County Tax Collector 10 -23 -2009 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 12/02/2009 EXPIRATION DATE: 12/02/2011 PERSON: FERNANDEZ - GILBERTO S FEIN: 550854028 BUSINESS NAME AND ADDRESS: GILNICK ENTERPRISES INC 17320 SW 278TH STREET MIAMI FL 33031 SCOPES OF BUSINESS OR TRADE 1- CERTIFIED BUILDING CONTRACTOR 2- CERTIFIED ROOFING CONTRACTOR IMPORTANT: Pursuant to Chapter 440. 0584) F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05112), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt_ Pursuant to Chapter 440.05113), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation it at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure el the person named on the certificate to meet the requirements of this section. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 QUESTIONS? (85W 413 -1609 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC 8130 NW 74th Avenue Medley, FL 33166 SCOPE: 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.Qov/bnftdinecode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1700 Impact View" Alnminnm Single Hung Window — L.M.L APPROVAL DOCUMENT: Drawing No. W03 -105, titled "Series-1700 Impact View Alum Single Hung Wdw. ", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/19/03, with revision "E" dated 11/19/08, signed and sealed by Humayoun Farooq, P.E, bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", 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 and renews NOA # 07- 1018.04 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 Fitz A. Harris, P.E. .3. 09 NOA No. 09- 0121.24 Expiration Date: April 29, 2014 Approval Date: April 15, 2009 Page 1 AWP. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -105, titled "Series -1700 Impact View Alum Single Hung Wdw. ", sheets 1 through 6 of 6, prepared by A1- Farooq Corporation, dated 11/19/03, with revision "E" dated 11/19/08, 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) 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 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 3822, dated 07/10/03, signed and sear by Joseph C. Chan, P.E. "Submitted under NOA# 05-0311.01" 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 aluminum single hung window, OXO configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4332, dated 12/09/04, signed and sealed by Edmundo Largaespada, P.E. (For Reference Only). "Submitted under NOA# 05-0311.01" C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 12/01/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). Fitz A. Harris, P.E. Product Control Examiner NOA No. 09-0121.24 Expiration Date: April 29, 2014 Approval Date: Apri115, 2009 E -1 AWP, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 05- 1208.02 issued to EL DuPont DeNemours Nemours & Co., Inc. for "DuPont Butacite PVB" dated January 5, 2006, expiring on December 11, 2010. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex DIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. STATEMENTS and sealed b 1. Statement letter of conformance, dated December 1, 2008, sign by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 1, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Statement letter of compliance, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 4332, dated 01/04/05, signed and sealed by Edmundo Largaespada, P.E. 4. Asset purchase agreement dated November 03, 2006, signed by Mr. Manuel Valladares and Mr. Leon Silverstein. G. OTHER 1. Notice of Acceptance No. 07- 1018.04 issued to AWE', LLC for their Series "1700 Impact View" Aluminum Single Hung Window — L.M.I.", approved on 01/31/08 and expiring on 04/29/09. E -2 itz A. Harris, P.E. Product Control Examiner NOA No. 09-0121.24 Expiration Date: April 29, 2014 Approval Date: April 15, 2009 7° MAX HEAD CORNERS 13° MAX. FALSE MUNTNNS (SURF ACE USED ACE MAY 7° MAX HEAD CORNERS FALSE MUNTINS (SURFACE APPU MAY BE USED ED) ADDL. ANCHOR ATE EE MTC. STILES - S CHARTS FOR CAPACITY n d n Ali ADM ANCHOR AT MTG. STILES 4FSEE CHARTS OR CAPACITY n1 WINDOWS WITHOUT SILL ANCHORS SEE SHEET 2 FOR CAPACITIES SERIES -1700 IMPACT VIEW ALUMINU SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. SILL CORNERS WINDOWS WITH SILL ANCHORS SEE SHEET 3 FOR CAPACITIES APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER MIAMI -DADE COUNTY APPROVED WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE 15 USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL METAL SCREWS, THAT COKE INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 /2007 FLORIDA BLDG. CODE SECTION 2003.8.4. WINDOW WIDTH TYPICAL ELEVATION TESTED UNIT THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. WINDOW WIDTH b STRUCTURE'S PA PEI 16557 CAN. 3535 MAR 2 4 2009 EQUAL WTES WINDOWS DESIGN LOAD CAPACITY - PSP WINDOW DIMS. GLASS TYPES A', 'C' OR 'D' WIDTH HEIGHT EXT.( +) 1NT.(-) 19 -1/8" 28 -1/2" 32" 37" 42' 48' 53 -1/8' 28' (4) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 19 -1/8" 28 -1/2' 32" 37' 42" 48' 53 -1/8° 38 -3/8" (4) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 127.1 19 -1/8" 28 -1/2' 32" 37' 42' 48" 53 -1/8" 50 -5/9" (8) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 00.0 140.0 90.0 140.0 90.0 139.7 19 -1/8" 28 -1/2" 32" 37" 42' 48" 53 -1/8' 83 (e) 90.0 140,0 90.0 140.0 80.0 140.0 90.0 140.0 90.0 140.0 90.0 128.8 90.0 118.2 19 -1/8° 28 -1/2" 32° 37" 42" 48' 53 -1/8° 74-1/4 (8) 90.0 140.0 90.0 140.0 90.0 140.0 90.0 140.0 90.0 124.7 90.0 108.1 90.0 98.8 42" 48° 53 -1/8' 83 (7) 90.0 140.0 90.0 140.0 90.0 135.5 42" 48" 53 -1/8" 74 -1/4' (7) 90.0 140.0 90.0 127.3 90.0 115.0 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES 'A', 'C' OR 'D' WIDTH HEGHT EXT.( +) 1NT.( -) 19 -1/8° 80.0 140.0 28 -1/2" 90.0 140.0 32' 90.0 140.0 37" -5/8, 90.0 140.0 42" (5) 90.0 140.0 48" 90.0 133.3 53 -1/8" 90.0 120.5 19 -1/8' 90.0 140.0 28 -1/2' 90.0 140.0 32" 83" 90.0 140.0 37" (8) 90.0 140.0 42' 90.0 140.0 19 -1/8" 90.0 140.0 28 -1/2" 74-1/4 90.0 140.0 32" (7) 90.0 140.0 • NO. IN PARENTHESIS INDICATE N0. OF ANCHORS PER JAMB. WINDOWS WITHOUT SILL ANCHORS N 3/18" ANN. GLASS .090" PV9 INTERLAYER SAFLEX /KEEPSAFE MAXIMUM BY 'SOLUTIA' 3/18° ANN. GLASS BULB VINYL YH -822 SIUCONE DOW CORNING 1199 GE 2800 miCHNEE MOREHEAD 5731 GLASS TYPE 'A' 3/18" HEAT STREN10 GLASS .090" PVB INTERLAYER SAFL.EX /KEEPSAFE MAXIMUM BY 'SOLUTIA' 3/18" HEAT STREN'O GLASS BULB VINYL YH -022 SILICONE DOW CORNING 1199 - 4 ��SCIINEE MOREHEAD 5731 all I �II GLASS TYPE 'C' GLAZING OPTION$ NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (.3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA03- DEC -219 3/18' HEAT STREN'O GLASS .090' INTERLAYER 'DUPONT BUTACITE PVB' 3/18" HEAT STREW() GLASS BULB VINYL YH -822 SIUCONE DOW CORNING 1199 GE 2800 SCHNEE MOREHEAD 5731 GLASS TYPE 'D' EnMn OR.,JM4YOUN rAR000 Fu PEA /68557 CAA 3538 rareuitli the Pteride MOM= UMW) N- MAR 2 4 2009 1" v 1 0 1 2 1 .I 9 m u a W 1 :D. 1 drawing no. W03 -105J (shoat 2 of 6 ) EQUAL 13TE9 WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A', 'C' OR HEIGHT 110'4-) /a• 140.0 /2° 1400 140.0 140,0 140.0 140.0 /8" 140.0 /8' 140.0 /2" 140.0 140.0 140.0 140.0 140.0 /8' 140.0 /8' 140.0 /2' 140.0 140.0 140.0 140.0 140.0 /8" 139.7 /8° 140.0 2 140.0 140.0 140.0 140.0 140.0 8° 122.8 /8' 140.0 2' 140.0 140.0 140.0 140.0 138.3 a° 113.8 WINDOW D1519. WIDTH 19 -1 26-1 32• 37' 42" 48' 53-1 19 -1 29 -1 32' 37' 42* 48' 53 -1 19 -1 28 -i 32' 37' 42' 46' 53 -1 19 -1 26 -1/ 32° 37* 42° 48° 53 -1/ 19 -1 28 -1/ 32' 37' 42' 48° 53-1/ 28° (4) 35 -3/8' (4) 50 -5/8' (8) 83" (8) 74 -1/4° (8) EXT.(+) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 42° 48' 53 -1/8° 83 (7) 90.0 90.0 90.0 42' 48' 53 -1/8' 74 -1/4' (7) 90.0 140.0 140.0 1400 140.0 90.0 90.0 140.0 pi 135.4 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. EQUAL LTTES WINDOWS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPES T. 'C' OR 'D' WIDTH HEIGHT EXT.( +) INT.( -) 19 -1/8° 90.0 140.0 2e -1/2° 90.0 140.0. 32' 90.0 140.0 37" 50-5!8' 90.0 140.0 42' (5) 90.0 140.0 48' 90.0 140.0 53 -1/8' 90.0 140.0 19 -1/5" 90.0 140.0 26 -1/2° 90.0 140.0 32' 83' 90.0 140.0 37' (8) 90.0 140.0 42' 90.0 140.0 19 -1/8° 90.0 140.0 28 -1/2' 74 -1/4 90.0 140.0 32' (7) 90.0 140.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. WINDOWS WITH SILL ANCHORS • w NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 Erpr. ORS ES FI FIA. PE i 18557 CA N. 7538 MAR 2 4 2009 PRODucrammo 7dh Out Flitlitla =at . drawing no. W03 -105 (sheet 301 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING • • 18Y WOOD BUCK I �I 5t O O W1 ki 1 q;Fl 1 4 a 4 e TYPICAL ANCHORS AT SILL USE WHEN REQUIRED SEE SHEET 3 FOR CAPACITIES SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING a Pro" 281. BUCK OR STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING `2BY TTOOD WOOD OR TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS W000 BUCKS AND METAL STRUCTURE NOT BY AWP WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA, ULTRACON BY 'ELCO' (Fu -177 KSI, Fy-155 KS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/5" 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 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy w 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 112 SMS OR SLE DRILLING SCREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. .0901 (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY m 2 -1/2" MIN. INTO W000 STRUCTURE w 1" MIN. INTO METAL STRUCTURE w 3/4" MIN. CONCRETE re - 3000 PSI MIN. MASONRY Pm - 1500 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SEALANT. WEEPHOLES; Stt `uRES PE W1 0 3/4° WEEP NOTCH AT EACH END FCAN US W AN. W2 m 1" WEEP NOTCH AT EACH END MAR 2 4 2009 PRODUCT REVISED Caa f 64 2 45 i �8 g ao 1 1 drawing no. W03 -105 sheet 4of 6 METAL STRUCTURE MAW -DADE COUNTY APPROVED MULLION & MULLION ANCHORS 1/4' MAX. NG TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM 9 PART 6 REID. DESCRIPTION MATERIAL MANF./SUPPUBR /HEMARRS 1 YE -1700 1 FRAME HEAD 8063 -75 - 2 YE -1701 1 FRAME SRL 8083 -15 - 3 YE -1702 2 FRAME JAMR 6063 -T5 - 4 YE -1703 1 FIXED MTG. RAIL 6063 -75 - 9 7E -1704 1 VENT TOP RAIL 6063 -T5 - 6 YE -1708 1 VENT BOTTOM RAIL 6063 -15 - 7 7E -1706 2 VENT SIDE RAG. 8063 -15 - 8 YE -1707 AS ROD. GLAZING 6EAD 6063 -75 - 9 YH -1607 2 REINFORCING RAW FULL 1.0340734 ST EEL 1/4' X 1° 10 7E -1706 2/VENT VENT LATCH O 6' FROM ENDS 6083 -15 - 1 t - 2 LATCH SPRING - - 12 7H -715 2/ VENT CAM LOCK • 11° FROM EACH ENO - - 13 YF -62 2/ LATCH CAM LOCK SCREWS - - 14 YH -822 AS REGD. BULB P111 WSTRIPPING - SULUVAN & SUUNAN 15 YH -5009 AS RECD. FIN SEAL W'STRIPPINO - ULTRAFAS 16 w -10 AS REDD. FRAME/VENT ASSEM&.Y SCREWS - d8 X 1° P.H. SIRS 17 - AS RECD. FIX. MTG. RAIL ASSEMBLY SCREWS - +10 X 1' P.H. 945 15 - 2 VENT GUIDE PLASTIC - 19 - 2 GUIDE SCREWS - SMS 20 - 2 /VE4T SPRING AND PULLEY BALANCE - CALDWWELL 21 - 2 OPEN CELL FOAM PAD (1' X I/2' X 1 -1/27 - YALE WINDOW WIDTH Erryn OR. HWAYOUNN FAR000 STRUCTURES FL. PE ! 18557 C.A.N. S&15 MAR 2 4 2009 1DUCYR:SV{SED vooklgasamplyara thePinril - 4 , 6 EE eRtrol Wein 1 1 drawing no. W03 -105 �eheet 5 of 6 r,.47a // � ' % i ,% I/ \i� ✓ \ /�.,y �, / 0 *1,0,,,,.., .� �,�� �� /� � � �/ 2 y �f ii," �80Dsi -` 18 . IQO m kg _ 3.043 X082 � -� ra e _. 2.980 - �- .092 i g 1111 1 Q A LL 1.780 1.060 _1 { 11 y .374 .374 FRAME HEAD ,....21 1.090 1.488 2.970 2.970 FRAME FRAME JAMB 3.334 .082 - .870 � lit ._1 2.273 .916 1 1 g K `.. AWP, LLC. 8130 N.W. 74TH AVE. MEDLEY. FL 33166 IEL. (3a6) 867 -2846 fiat (705) 883-1309 VENT 807 LATCH - .941 .375 MEETING 1.339 RAIL 1.050 • !! GLAZING BEAD 2.989 1481 1.494 VENT 1.488 o9a 1.123 1 SIDE RAH. .939 L, 082 I' q g 9 � 2.000 1940 VENT TOP RAIL .986 2.481 / /f - FRAME CORNERS DETAIL � m I�'o1�a�H � s�s a 0 .092 3.938 3.o3e 1.824 � ii- 0.986 , ° m u 0 W . I . i S .- 8 i► �� VENT 1 CORNER DETAIL ESQ. bR. Mai mow lug c18657 MAR 2 4 2009 1.283 -r- (-- I �- -"--- I I L1.340 VENT BOTTOM RAIL . drawing no. 11 3.043 FRAME SILL �W03b0�05J BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) AWP, LLC 8130 NW 74th Avenue Medley, FL 33166 SCOPE: 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.Eov/huddingeode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: Drawing No.M95 -06A, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, prepared by Al Farooq Corporation, dated 11/20/95, with revision D dated 05/05/09, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be 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 # 06- 0905.11 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09-0617.04 Expiration Date: December 24, 2011 Approval Date: August 26, 2009 Page 1 AWE, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 7- of 7, prepared by Al Farooq Corporation, dated 11/20/95, with revision D dated 05/05/09, signed and sealed by Arshad Vigar, P.E. B. TESTS 1. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201 -94 2) Cyclic Wind Pressure Loading per SFBC, PA 203 -94 along with marked -up drawings and installation diagram of 3 mulled fixed frame windows, 0-0 /0 (=figuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3284, dated February 1, 2002, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under original approval #02- 0227.01) 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FI'L -1297, dated September 21,1995 signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under original approval #95- 0515.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 4/21/09, signed and sealed by Arshad Viqar, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. E. STATEMENTS 1. Statement letter of conformance, dated April 29, 2009, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 21, 2009, signed and sealed by Humayoun Farooq, P.E. 3. Asset purchase agreement dated November 03, 2006, signed by Mr. Manuel Valladares and Mr. Leon Silverstein. G. OTHERS 1. Notice of Acceptance No. 06-0905.11, issued to Yale Ogron Windows and Doors, Inc. for their "Aluminum Tube Mullion — Impact", • • oved on 11/09/06 . •icing on 12/28/11. 1 f !1 „i,.cir_ E -1 Mann P.E. Product Contr i 1"151 er NOA No. 09-0617.04 Expiration Date: December 24, 2011 Approval Date: August 26, 2009 TYPICAL GLAZING PRODUCT ALL TUBE MULLIONS TO BE ALLOY 8083 -78. 4.000+ MULLIONS CONTAINING TYPICAL GLAZING PRODUCT$ HORIZONTAL OR VERTICAL, SEE WINDOW OR ODOR APPROVAL FOR FASTENERS SIZES AND SPACING RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 2011105 INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE 8UILOINO CODE REQUIREMENTS 1.2: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC .). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PMT OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STED.{METAL SCREWS, TWAT NOME INTO CONTACT MTH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLL088. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 2 SELECT MULLION SOT WITH DESIGN RATING MORE THAN DESIGN LOAD SPECFE0 GI STEP 1 ABOVE. 1(5155 ANCHOR TYPES ON STEER 4 THRU 6 AND ANCHOR CHARTS ON SHEER 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED 15 STEP 1 ABOVE. MULLION CLIP (YE -65) (6063 -76) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO 5(T SNUG IN70 TUBE MULLIONS. MULLION CLIP (6083 -15) CLIP LENGTHS MUSE BE CUT TO 5(T SNUG INTO TUBE MULLIONS. (50 SIDE FASTENERS READ.) MULLION CLIP (6063 -T5) (ALT. TO ANGLES) CUP LENGTHS MUST BE CUT TO FR SNUG 1470 TUBE MUWONS. .128 1.718 1.613 MULLION CUP (6063 -18) CUP LENGTHS MUST INTO TUBE MUBE CUT TO FIT SNUG WONS. (NO SIDE FASTENERS RECD.) 8.000 .125 2A00-J ANGLE CLIP (6063 -T5) Ear, MeSHAD nQAR C.A.NN. 353 iUN 0 4 2UU9 Minim SEVNBSD Balding evK04h4 roe* Agawam 0 N 0 m 7 Z d&owing no. M95 -06A (West 1 of 7 DESIGN LOAD CAPACITY - P3F (TUBE MULLIONS) WINDOW DIMS. 122 I X3 STD. 1X4 STD. 2X4 STD. 228 STD. MOTH (8) MULL SPAN STD. 19-1/8" - 140.0 140.0 140.0 140.0 140.0 28 -1/2' - 138.2 140.0 140.0 140.0 140.0 30° - 120.3 140.0 140.0 140.0 140.0 37' - 97.8 140.0 140.0 140.0 140.0 42' - 85.9 140.0 140.0 140.0 140.0 48' 38 -3/8" 75.2 140.0 140.0 140.0 140,0 53 -1/8' - 67.9 139.8 140.0 140.0 140,0 80' - 60.2 123.8 140.0 140.0 140,0 66' - 54.7 112.5 140.0 140.0 140.0 72' - 50.1 103.2 140.0 140.0 140.0 74' - 48.8 100,4 140.0 140.0 140,0 19-1/8' - 82.2 140.0 140.0 140.0 140.0 29 -1/2' - 59.3 140.0 140.0 140.0 140.0 30' - 52.4 140.0 140.0 140.0 140.0 37' - 42.5 115.3 140.0 140.9 140.0 42' - 37.4 101.8 140.0 140.0 140.0 48° 50 -5/8° 32.8 88.9 140.0 140.0 140,0 53 -1/8' - 29.8 80.3 129.3 140.0 140,0 80' - 28.2 71,1 114.5 140.0 140.0 66' - 23.8 84.7 104.1 140.0 140.0 72' - 21.8 59.3 95.4 139.3 140.0 74' - 21.2 57.7 92.8 135.8 140.0 19 -1/8' 42.7 122,1 140.0 140.0 140,0 28-1/2' 30.8 88.1 140.0 140.0 140.0 30° 27.2 77.8 140.0 140.0 140,0 37' 22.0 63.1 119.8 140.0 140.0 42' - 55.8 105.6 140.0 140,0 48' 63' - 48.8 92.4 135.0 140.0 53 -1/8' - 43.9 83.5 121.9 140.0 80 - 38.9 73.9 108.0 140.0 88' - 35,4 87.2 88.2 140,0 72' - 32.4 81.8 90.0 140.0 74' - 31.5 60.0 87.5 140,0 19-1/8' 28.1 74,8 140.0 140.0 140.0 213-1/2' - 53.8 115.4 140.0 140,0 30° - 47,5 101.9 140.0 140.0 37' - 38.5 82.8 120.7 140.0 42' - 33.9 72.8 108.4 140.0 48' 74 -1/4" - 29.7 63.7 93.1 140.0 53 -1/8° - 26.8 57.8 84.1 140.0 50' - 23.8 51.0 74.4 140.0 88° - 21.8 48.3 87,7 131.0 72' - - 42,5 82.0 120.1 74' - - 41.3 80.4 118.9 DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) WINDOW DIMS. 1X2 1X3 STD. 1X4 SM. 2X4 STD. 226 STD. 8107H (6) MULL SPAN STD. 19-1/5° - - 51.5 110.4 140.0 140,0 28 -1/2' - - 37.2 79.7 118.4 140.0 30° - - 32.8 70.4 102.8 140.0 37' - - 28.6 57.1 53.4 140.0 42' - - 23.4 50.3 73.5 140.0 48' 84' - 20.5 44.0 64.3 140.0 53 -1/8' - - - 39.7 58.1 127.2 80° - - - 35.2 51.4 68' 68' - - - 32.0 46.7 102.4 72° - - - 29.3 42.8 93.8 74' - - - 28.5 41.7 91.3 19 -1/8° - - 21.9 74,0 108.1 140.0 26 -1/2" - - .. 53.4 78.0 140.0 30' - 0 22.0 20.4 68.9 140.0 37' - - - 38.2 55.9 139.8 42" - - - 33.7 49.2 123.2 48° 98" - - 29,5 43.1 107.8 53 -1/8" - - - 28.6 38.9 97.4 80' - - - 23.6 34.4 88,2 66' - - - 21.4 31.3 78.4 72' - - - - 28.7 71.8 74" - - - - 27.9 89.9 19 -1/8° - 24,2 51.9 75.9 140.0 28 -1/2" - - 37.5 54.8 140.0 30" - - 33.1 48,4 134.5 37' - - 28.8 39.2 109.1 42" - - 23.7 34.8 96,1 48' 105' - - 20.7 30.2 84.1 53 -1/8' - - - 27.3 78.0 80' - - - 24.2 87.3 88° - - - 22.0 61.2 72' - - - 20.2 56.1 74° - - - - 54.5 19 -1/8" - - 37.9 55.3 140.0 26 -1/2" - - 27.3 39.9 111.0 30' - - 24.1 35.3 98.1 37' - - - 28.8 79.5 42' - - - 25.2 70.1 48' 120' - - - 22.0 81.3 53 -1/8' - - - - 55.4 80' - - - - 49.0 88' - - - - 44.8 72° - - - - 40.9 74' - - - - 39.8 MMULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X2 STD. 123 STD. 124 STD. 224 STD. 226 SAO. 810114 (8) MULL SPAN 19 -1/8' - - 28.5 41.6 115.8 28 -1/2' - - 20.5 30.0 83.4 30" - - - 28.5 73.7 37' - - - 21.5 59.8 42' - - - - 52.8 48° 132° - - - - 48.1 53 -1/8' - - - - 41.8 60" - - - - 38.8 68' - - - - 33.5 72' - - - - 30.7 74' - - - - 29.9 19 -1/8' - - 21.9 32.0 89.0 26-1/2° - - - 23.1 84.3 30" - - - 20.4 58.8 37' - - - - 48.0 42° - - - - 40.5 48° 144" - - - - 35.5 53 -1/8' - - - - 32.1 60" - - - - 26.4 86' - - - - 25,8 72' - - - - 23.7 74' - - - - 23.0 ARCHES 70 BE 1N50616E0 MAX RECTAN013AA SHAPE GLAZING ImatMcAL 16A1i0N PROF 81 HORI2ONTAL WWON MULLION SPAN TYPICAL MULLION ARRANCEMENT$ WIDTH (W) a 61 + 402 2 MA.N. i 78883 JUN 0 4 Z009 PP..011UC:' ISSIIS,31D as cutup-Wt. wttiLda Roddy Dears; CIO Ammoutta 0 g g ALUMINUM TUBE MULLIONS u drawing no. M95 -06A (6h6et 2 of 7 ) 01.62)140 PRODUCT 01.82040 PRODUCT MULLION SPAN TYPICAL MULLION ARRANCEMENT$ WIDTH (W) a 61 + 402 2 MA.N. i 78883 JUN 0 4 Z009 PP..011UC:' ISSIIS,31D as cutup-Wt. wttiLda Roddy Dears; CIO Ammoutta 0 g g ALUMINUM TUBE MULLIONS u drawing no. M95 -06A (6h6et 2 of 7 ) DESIGN LOAD CAPACITY - P87 DESIGN LOAD CAPACITY - P85" DESIGN LOAD CAPACITY - PSP WINDOW DINS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DINS. ANCHORS TYPE WIDTH (W) MULL SPAN .42 A4 AA2 AA4 AAA2 AAA4 132 134 WIDTH (W) MULL SPAN A2 A4 AA2 AA4 32 WIDTH (W) MULL SPAN 19 -1/8° 28 -1/2" 30° 37" 42° 48' 53 -1/8" 80" 66" 72° 74" 38 -3/8° 140.0 140.0 140.0 140.0 140.0 140.0 140.0 140.0 137.1 140.0 124.6 140.0 140.0 140.0 140.0 149.0 121.1 140.0 110.1 140.0 127.8 140.0 140.0 140.0 98.2 140.0 89.2 140.0 103.4 140.0 140.0 140,0 88.5 140.0 78.8 140.0 91.1 140.0 140.0 140.0 75.7 140.0 88.8 137.8 79.7 140.0 140.0 140.0 68.4 136,7 82.2 124.9 72.0 140.0 135.3 140.0 80.5 121.1 55.0 110.1 63.8 127.8 119.8 140.0 55.0 110.1 50.0 100.1 58.0 118.0 108.9 140.0 50.4 100.9 45.9 91.7 53.2 105.3 99.9 140.0 49.1 98.2 44.6 89.2 51,7 103.4 97.2 140.0 19 -1/8° 26 -1/2" 30" 3r 42° 48' 53 -1/5' 80" 88" 72' 74° 84" 86.8 140.0 78.9 140.0 140.0 1 40.0 140.0 52.6 125.2 58.9 113,9 66.0 132.0 123.9 55.3 44.8 39.8 34.6 31.2 27.7 110.6 89.7 79.0 69.1 82.5 55.3 50.3 40.8 35.9 31.4 28.4 25.1 100,8 81.5 71.8 82.9 58.8 50.3 58.3 47.3 41.5 38.4 32.9 116.6 83..3 72.9 65.8 109.5 88.8 78.2 68.4 81.8 140.0 140.0 140.0 136.9 123.7 25.1 50.3 22.9 23.0 48.1 21.0 41.9 24.3 48.8 45.6 22.4 44.8 20.4 40.8 23.6 47.3 44.4 88.8 26-1/2" 72" 132" 55.2 39.8 35.2 28.5 110.4 79.7 50.2 35.2 32.0 25.9 100,4 64.0 51.9 42.0 30.1 116,4 84.0 74.2 60.1 109.3 78.9 69.7 58.5 140.0 140.0 113.0 25.1 50,3 22.9 45.7 28.5 53.0 22.0 44.0 39.8 35.2 32.0 20.0 40.0 32.0 23.2 20.9 48.4 41.9 43.5 39.3 34.8 78.7 83.3 29.3 30.9 29.0 25.9 28.2 18 -1/8" 26 -1/2° 30" 37° 42° 48' 53 -1/8" 60" 88° 72" 74" 50 -5/8° 140.0 140.0 130.9 140.0 140.0 140.0 140.0 140.0 103.9 140.0 94,5 140.0 109.5 140.0 140.0 140.0 91.8 140.0 83.4 140.0 96.7 140.0 140,0 14033 74.4 140.0 67.7 135.3 78.4 140.0 140.0 140.0 85.6 131.1 59.6 119.2 89.1 138.2 129.8 140.0 59.4 114.7 82.1 104.3 80.4 120.9 113.5 140.0 51.8 103.7 47.1 94.2 54.6 109.2 102.8 140.0 45.9 91.8 41,7 83.4 48.4 96.7 90.8 140.0 41.7 83.4 37.9 75.9 44.0 87.9 82.6 140.0 38.2 78.5 34.8 69.5 40.3 80.6 75.7 140.0 37.2 74.4 33.8 87.7 39.2 78.4 73.6 140.0 19 -1/8" 28 -1/2" 30° 37" 42" 46" 53 -1/8" 80° 85" 72" 74" 96° 75.9 140.0 89.0 138,0 80.0 140.0 140.0 140.0 54.8 109.5 49.8 57.7 108.5 140,0 48.4 86.8 44.0 88.0 102.0 95.8 140.0 39.2 78.5 35.7 71.4 82.7 77,7 140.0 34.8 69.1 31.4 62.9 38.4 72.9 138.9 30.3 60.5 27.5 55.0 31.9 119.8 27.3 54,7 24.8 28.8 57.6 24.2 45.4 22.0 44.0 25.5 51.0 54.1 108.2 95.8 22.0 44.0 20.0 40.0 23.2 45.4 20.2 40.3 38.7 42.5 39.9 39.2 35.7 20.7 38.8 30" 42" 50.6 101.2 92.0 53.3 100.2 140.0 73.1 33.2 66.4 36.5 72.3 140.0 64.5 29.3 34.0 68,0 28.2 52.3 23.8 47.8 27.8 103.8 23.0 21.0 41.9 24.3 48.8 45.8 91.2 20.2 40.3 36.7 21.3 42.5 79.8 33.1 38.4 38.1 72.1 32.3 29.3 34.0 31.9 63.9 29.3 30.9 29.0 58.1 28.3 28.8 53.2 23.8 19 -1/8° 28 -1/2" 30° 37° 42° 48" 53 -1/8° 80` 66" 72' 74° 83" 115.7 140.0 108.2 140.0 121.9 140.0 140.0 140.0 83.8 140.0 75.9 140.0 88.0 140.0 140.0 140.0 73.8 140.0 87.0 134.1 77.7 140.0 140.0 140.0 59.8 119.8 54.4 108.7 83.0 128.0 118.4 140.0 52.7 105.4 47.9 95.8 55.5 111.0 104.3 140.0 48.1 92.2 41.9 83.8 48.6 97.1 91.2 140.0 41.6 83.3 37.9 75.7 43.9 87.8 82.4 140.0 38.9 73.8 33.5 87.0 35.9 77.7 73.0 140.0 33.5 872 30.5 81.0 35.3 70.6 68.4 132.7 30.7 81,9 27.9 55.9 32.4 84.8 50.6 121.7 29.9 59.8 27.2 54.4 31,5 53.0 59.2 118.4 19 -1/8° 26 -1/2" 30" 37° 42" 48" 53 -1/8" 60" 88" 72" 74" 108° 67.5 135.0 81.4 122.7 140.0 140.0 48.7 97.4 44.3 88.6 51.3 102.5 98.4 140.0 43.0 88.0 39.1 78.2 45.3 90.7 85.2 140.0 34.9 69.8 31.7 83.4 36.8 73.5 30.7 61.5 27.9 32.4 64.8 80.8 121.7 28.9 53.6 24.4 48.9 28.3 53.2 108.4 24.3 48.6 22.1 51.2 98.2 21,5 43.0 39.1 22.7 42.6 85.2 39.1 35.6 20.8 41.2 38.7 77.4 35.9 37.8 35.5 34.9 38.8 34.5 89.0 19 -1/8° 26 -1/2" 30" 3r a2" 48' 83 -1/8" 60" 88° 72" 94' 74 -1/4" 98.2 140.0 89.2 140.0 103.4 140.0 140.0 140.0 70.8 140.0 54,4 128.8 74.8 140.0 140.0 140.0 82.8 125.2 56.9 113.8 65.9 131.9 123.9 140.0 50.7 101.5 48.1 92.3 53.5 108.9 100.4 140.0 44.7 89.4 40.6 81.3 47.1 94.2 885 140.0 39.1 78,2 35.8 71.1 41.2 82.4 77.4 140.0 35.3 70.7 32,1 84,3 37.2 74.5 69.9 1399 31.3 82.6 26.4 58.9 33.0 55.9 61.9 123.9 28.4 58.9 25.9 51.7 30.0 59.8 55.3 112.8 28,1 52.1 23.7 47.4 27.5 54.8 51.8 103.2 25.4 50.7 23.1 48,1 28.7 53.5 50.2 100.4 19 -1/8" 28 -1/2" 30' 37" 42' 48" 83 -1/8" 80" 88' 72" 74° 120" 50.7 121.5 55.2 110.4 64.0 128.0 120.2 140.0 43.8 87.7 39.8 79.7 92.4 140.0 38.7 77.4 35.2 40.8 81.5 140.0 31.4 82.8 28.5 57.1 33.1 88.2 82.1 124.3 27.7 55.3 25.1 50.3 29.1 58.3 24.2 45.4 22.0 44.0 25.5 51.0 47.9 95.8 21.9 43.7 39.8 23.0 48.1 88.6 38.7 PO 39.2 20.4 40.8 38.3 78.5 35.2 32.0 37.1 34.8 92.3 29.3 34.0 31.4 31.1 82.1 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS ANCHORS ME CHART FOR CAPACITY PRODUCT CIAZINO ARMES TO 130 INSCRIBED INSIDE RECTANGULAR SHAPE MULLION '" PRODUCT S OLAZINO PRODUCT ANCNOR 1 01.42940 PRODUCT SI MULLION SPAN TYPICAL MULLION ARRANGEMENTS SAW: 0094AD COAL NA. PE L.38863 CAN. 3336 (0.8.6JUCT REVIEW troptghwi osith the Roddy 100Ir77:w ado dra wing no. M95-06A 1' MIN EDGE DIST. 1/4" DIA. TAPCONS BY 'ITW' 1 -1/4° MIN. WOOD PENETRATION 2 PER CLIP (1 ON EACH WING �N r� mord- I/4° DIa. TAPCONS BY ITW' 1 -1/4° MIN. W000 PENETRATION 1 PER ANG ., EBY WOOD BUCK WOOD STRUCTURE I -3/4° MIN. FLOATING CLIP I 1 1/4' DIA, TAPCONS BY 'ITW' 1 -1/4° MIN. EMBED INTO CONCRETE 2 PER CUP (1 ON EACH WING 1BY W000 BUCK FLOATING CLIP 14 SMS 2 PER ANGLE 1 -3/4' O.C. MIN. 2 14 2 x 1 /8" ALUM ANGLE 1/4' DIA. TAPCONS BY 'ITW' 1 -1/4' MIN. EMBED INTO CONCRETE 1 PER AN - 1 ^jam '.•����.� ANCHORS TYPE 'A2' 14 SMS 2 PER ANGLE 1 -3/4' O.C. MIN. 2142x13• ALUM 1/4' 010. TAPCONS BY 'ITW 1 -1/4' MIN. WO00 PE1ETRAn0N 4 PER CLIP (2 ON EACH WING 1' MIN. 1' MIN. EDGE 1/4' DIA TAPCONS BY 'ITV 1 -1/4' MIN. W00D PENETRATION P AN� 2 ER 1 -3/4' MIN. 2BY W000 BUCK STRUCTURE USD FLOATING CUP 1/4" DIA TAPCONS SY 'ITN' 1 -1/4' MIN. EMBED INTO CONCRETE 4 PER CLIP (2 ON EACH WING "gip is .a, #14 5M5 2 PER ANGLE 1 -3/4° O.C. MIN. FOR 3" TUBE 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES u it 1/4' 014. TAPCONS BY '11W 1 ER 011611111111101111 1SY WOOD BUCK ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. FLOATING CUP 2 PER ANGLE 1 -3/4' O.C. MIN. FOR 3° TUBE 2 -3/4' 0.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'A4' Enyr. ARSHAO MAR OHL F4A PE 38843 C.A.N. N. 3838 JUN 4 ZUU9 2x2141/8' ALUM ANf 2142x1 /8" ALUM AN PL'u.1s :UCF f6h'VIS220 as amz:44. arias NAa STR42s 0'4'11'Y 004 AISgsj $we 14 aom 1 1— z a'1$ g Ro a tax A drawing no. M95 -06A (sheet 4 of 7 ) 1/4" DIA. TAPCONS BY 7NY 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 1 -3/4° MIN, 2 PER CLIP (1 ON EACH WINO. EDGE DIST. FLOATING CUP 1/4" DIA. TAPCONS BY 'five 1 -1/4" MIN, EMBED INTO MASONRY BLOCKS 1 -3/4" MIN. 2 PER CLIP (1 ON EACH WINO EDGE DIST, I'„Mjy 1/4" Dia TAPCONS BY 'ITW' 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 1 PER ANGL • 14 SMS 2 PER ANGLE 1 -3/4" O.C. MN, 1/4" 014. TAPCONS BY 'ow' 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 1 PER ANA WOOD BUCK ii L l I 1 2 PER AN61LE FLOATING CUP j j 1 -3/4" O.C. MIN. 1 ANCHORS TYPE 'AA2' . • 2 x 2 9 1 ALUM 1/4" DIA. TAPCONS BY 'ITW' 1 -S 4° 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS MN 4 PER CUP (2 ON EACH M1NC DOE DIST, 3" 1 -3/4" N. E GIST. FLOATING CUP 1/4" DIA. TAPCONS BY 'ITW' 1 -1/4" MIN. EMBED INTO MASONRY BLOCKS 4 PER CUP (2 ON EACH WING 3" H 2 x 2 x 1/B" �. 1BY ALUM ANGLE WOOD BUCK ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FIAT HEAD. 1/4" CIA. TAPCONS BY 'ITW' 1 -1/4' MIN. EMBED INTO MASONRY BLOCKS 2 P #14 SMS 2 PER ANGLE 1-3/4" 0.C. MIN. FOR 3" TUBE 2 -3/4" 0.C. MIN. FOR ALL OTHER TUBES PER 1 it 1 I 1/4" DIA. TAPCONS BY 'lTW' 1 -1/4" MIN, EMBED INTO MASONRY BLOCKS 2 PER FLCA11N0 CUP • 2 x 2 x 1/8' ALUM ANGLE MiroMillowpw #14 SUS 1 -3/4° o.. FAIN. FOR 3" TUBE 2 -3/4" 0.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'AM' ngn moue +4040 CIVIL PIA PE N 38883 C.A.N. 7930 JUN 0 4 1U09 2x2X 1/6• ALUM ANGLE PROOUC7 REVISED esanupOlig with 150 OW* Aftelgenta �tF Ir I . • 8 0 Oh U 1 drawing no. M95 -06A (sheet 5 of 7 1/4° Dul TAPCONS BY 'OW' 1/4" INA. TAPCONS BY 'ITV' 1 -1/4° MIN. EMBED INTO CONCRETE 1 -1/4° MIN. EMBED INTO CONCRETE 1-3/4" MIN. 2 PER CLIP (1 ON EACH WING 1 PER ANG. 1/4" 01A TAPCONS BY 'RW 1/4" 01A TAPCONS BY 'ITW' 1 -1/4` MIN. EMBED INTO CONCRETE 1 -1/4° MN. EMBED INTO CONCRETE 1 -3/4` MN. 4 PER CUP (2 ON EACH WING 2 PER ANGL• l�� J Z Q I Pq oo 8 88 4 yy. Bj * Y 1 MI.. in29.5111.111.1 11.119) MUWON \M EDGE DIST. DGE GIST. 3` .. o '� ±1' . ,MIN. • ,1y1� ^ . • I .. „-- - -- — ..- 1 ■�,:— �Y .:- 11.r--66��,- ° -i•r iV' - N .,, . II 11 I 1 r yy •1 1 I FLOATING CUP N II II '° 1 (i. FLOATING CLIP Il J 1 I X14 ANGLE SMS 1-3/4° OC. MIN, U U I i I 2X2 %1 ALUM ANGLE II 1 I` JI I 1 1 /14 SMS E 1- 3/4'"0.0 MIN. FOR 3` TUBE u U I I 1E8” 222A2 ANCHORS TYPE 'AAA2' 2-3/4" 0.0. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'AAA4' 1( ALUMINUM TUBE MULLIONS ) AWP, LLC. 8130 N.W. 74TH AVE. MEDLEY, FL. 33166 TEL. (306) 887 -2616 FAX (305) 883 -130 METAL STRUCTURES (STEEL OR ALUM. 1/8` MIN. THICK) STEEL : Fy 4: 36 651 MIN. ALUM NUM : 8083 -T8 MIN. 0 14 SMS OR 1/4` TERS PER CUP (1 ON EACH WINO) 6i 0 #14 SMS OR 1 PER ANGLE ti 1/4" TEKS ! METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. STEEL : Fy a 36 KS MIN. UM : 6083 -15 MIN. 1 THICK) 0 ®14 4MS 3 PER (2 ON 9 11 OR 1/4° TEKS CUP EACH WINO) 014 SIAS OR 2 PER ANGLE 9 ' 1/4" TEKS 0 ii- ------ -.27-- === _ - \ -- _ -11.1- - -- _ u;, _____- --- 111111rpp= .. _- —` -- r==' ==_ ��r� FLOATING CUP I. J 1 NI4 SMS 1 -3/4' 0.C. MN. u u I I 1 I 2X2x 1 B' ALUM 7y SP 1. FLOATING CLIP , I I I i 1 I I A1sSMS 2 PER ANGLE 1 -3/4' 0.C. MIN. 2-3/4° 0.C. MIN. TUBES U U 2xax 18' ALUM AIME i ANCHORS TYPE '82' 3�SCREWS PER ANCHORS TYPE '84' 9 u o : L ,1 II 4 I Engr: AR'6HM WAR CMS FLA. .N L46,683 CAN. aswe JUN 4 2009 PRODUCT ROWED dG11VP41YP pq, om� J- r•44/4' 1611 ..i��. - .;. --,^: i . •. • ' droving no. M95 -06A ALL CUPS TO FR SNUG NTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. (sheet 6 of 7 ) #14 SMS O 1 -1/2" o.C. MIN. 2 PER CHANNEL (1X2 & 1X3 TUBES) 3 PER CHANNEL (1x4 & 2X4 TUBES) 4 PER CHANNEL (2X8 TUBE) TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE 114 SMS O 1 -1/2" 0.C. MIN. 2 PER CUP (1X2 & 1X3 TUBES) 3 PER CUP (1X4 & 2X4 TUBES 4 PER CUP (2)18 TUBE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION clr . 10 FH SMS PER CUP 1" O.C. MIN. 1 -3/4" X 2" X 1/8" (FOR 2BY TUBE 3/4" X 2" X 1/8" FORAL(1B TUBE CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION raga= amino S gdd! JUN 0 4 2009 sheet 7 of 7 KITCHEN DINING ROOM LIVING ROOM NC BEDROOM CLOSET CLOSET BATHROOM RAMS' ENGINEERING, INC FLORIDA BUILDING CODE, 2007. ASCE 7 -05 RESIDENCE AT 637 NE 92 ST. APT 12-C. MIAMI SHORES, FL. LOAD TABLE FOR WINDOWS EXPOSURE ADJUSTMENTS TOTAL SQ.FT. 101.27 .94 MARK DESCRIPTION WIDTH HEIGHT TRIB.A. POS .PRESSURE P.S.F. NEG.PRESSURE P.S.F. ZONE NOA # 1 WINDOW 37 50.625 13.01 50.57 -54.93 INT 09 -0121.24 2 WINDOW 37 50.625 13.01 50.57 -54.93 INT ? 09 -0121.24 3 WINDOW 37 38.375 9.86 51.45 -55.81 INT ! 09 -0121.24 4 WINDOW 37 50.625 13.01 50.57 -67.13 END 09 -0121.24 5 WINDOW 37 50.625 13.01 50.57 -54.93 INT 09 -0121.24 6 WINDOW 37 50.625 13.01 50.57 -54.93 INT 109 -0121.24 7 WINDOW 37 50.625 13.01 50.57 -54.93 INT 09 -0121.24 8 WINDOW 37 50.625 13.01 50.57 -54.93 INT 09 -0121.24 M MULLION 1 50.625 0.35 51.45 -55.81 INT , 09-0617.04 FLOO STATE AND COUNTY RULES AND REGULATIONS 537, Nt92nd Sa lAEamt Storee:R-L Store -L 33138 UNIT LOCATION GENERAL NOTES: I . CONTRACTOR TO VERIFY ALL DIMENSIONS 2. ASCE 7 -05 WIND CODE (146 MPH) EXP. "C" 3. FLORIDA BUILDING CODE, 2007 4. BUILDING HEIGHT : 25' 5. MIN. BUILDING WIDTH: 35' 0 6. ROOF INCL. 18 7. APLICABLE ZONE: 4 (INTERIOR). 8. OCCUPANCY IMPORTANCE FACTOR: I .0 9. CONSTANT: 0.00256 10. GCPI: O.I8 I1. Kd:.85 SCOPE OF WORK SERIES "1700 IMPACT VIEW' ALUMINUM SINGLE HUNG WINDOWS. NOA': 09 -0 21 .24 ALUMINUM TUBE MULLIONS - LMI. . NOA: 09- 0617.04 REVISIONS 5/8/09 .5f.ema 25 - 637 NE 92 ST APT 12 -C MIAMI SHORES, FL. D.I9 ANM BY: DATE: 10 -14 -10 scam N.T.S. JOB Na abaca- totlmpSolu t -10 SHEET OF: I 0*; 414 8V4V4 gxaaaV4b tor on5se °shk' it,'�,'b