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WS-12-96Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 168988 Permit Number: WS-1 -12-96 Scheduled Inspection Date: February 22, 2012 Inspector: Bruhn, Norman Owner: KOCKING, LED Job Address: 308 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ALPHA WINDOWS & DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)757 -8815 Parcel Number 1132060135990 Phone: (954)781 -5180 Building Department Comments INSTALLATION OF 16 IMPACT WINDOWS AND 4 IMPACT DOORS Pa..atloz 00.471 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CL February 21, 2012 For Inspections please call: (305)762 -4949 Page 17 of 52 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r p CALL( a„J INSPECTION'S PHONE NUMBER: (305) 762.4949 B ILDING JAN 2 0 2J2. Permit No. PERMIT APPLICATION FBC 20 Master Permit No. Q_ - Permit Type: BUILDING ROOFING L ilt,exfci(nf , t� Phone #:� /�J ' 904 OWNER: Name (Fee Simple Titleholder): ��' Address: A 3 1 e/ q'� 0 ' City: 1 v, I Q ( % O M State: —IL- Zip: S31 6 Tenant/Lessee Name: _ BO t k : iR 1` cn\ Phone #: Email: JOB ADDRESS: 3071 F IL `l' t *' City: Miami Shores �/ County: Folio/Parcel #: l' 1 3% tO 1Z5 61/0 Is the Building Historically Designated: Yes NO Miami Dade Zip: 631M4 Flood Zone: CONTRACTOR: Company Name: I wi IctoN t It Doors Phone #: "i641 0 I x/`1-6 Addres : &V L Y City: Vonl PM bettOn ' L State: Zip: )034.__..q____ Qualifier Name: MO C kiQ 'tk G,'LCJ j4 Phone #: q5 1406 -74 State Certification or Registration #: 9 131 1 50'1' 1 0 Certificate of Competency #: 0 11 014 O )( Contact Phone #: Ct S `I — r).T11 - 1 U Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ I, U UV Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration :New 'Repair/Replace Description of Work: \' (. l� ,1 // tfl'i ` � / %J.� A it /1 A t I a ❑Demolition *** ******** x: ************** ** **: x* * ****Fees******************************************** Submittal Fee $ Permit Fee $ 0 ® CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ �� TOTAL FEE NOW DUE $ �l Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature wner or Agent The foregoing instrument was acknowledged before me this lq day of 066, 20 I , by who is p ersonally knownto me or who has produced As identifieato_n ap&ytho oath - JOHN DELGARDO NOTARY PUBLIC, STATE OF FLORIDA COMMISSION NO. DD 929908 COMMISSION EXPIRES JAN. 18, 2014 NOTARY PUBLIC: Sign. Print: My Commission Expires: APPROVED BY • Signature actor The foregoing instrument was acknowledged before me this q day of Vet. ,20j1,by who is personally known to me or who has produced as identification and who did take an oath. JOHN DELGARDO ! NOTARY PUBLIC, STATE OF FLORIDA COMM SION NO. DD 929908 Sign: I� i�� ";; 1.0 EXPIRES JAN. 18, 2014 Print: My Commission Expires: Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY PUBL Zoning Clerk NOTICE OF COMMENCEMENT A RECORDED MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION � 1KPERMIT NO. 1 y 4 FOLIO NO.1 1-52/M01 'Jq 0 STATE OF FLORIDA COUNTY OF MIAMI -DADS THE UNDERSIGNED herby gives notice that Improvements will be made to certain real property, and In accordance with Chapter 713, Rorida Statutes, the following Information is provided in this Notice of Comm. 1. Legal • "s Ii on ny 2. Description of improvement 3.Owner(s) name and address: street/ad 111111111111111111111111111111111111111111111 CFN 2012R0085391 OR Bk 27988 Ps 2818; (1as) RECORDED 02/07/2012 10:24:33 HARVEY RUVIN, CLERY. OF COURT MIAMI -DADE COUNTY? FLORIDA Space above reserved for use of recording office • li1L fl ll li' s s'fi►'Tw 13 al /lt Interest in property: Name and address of fee simple titleholder: 4. Contractor's name add il�T111C1�11M'Kif r riM1�1�" ; • rnm-riferremw i7-4/lirsoscrcr! 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(1j(a)7., 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 data B 1 year from the date of reco ding 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 CO MENCEMENT. FLT Signature(s) of Prepared By Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE • ,: • , f Authorized Officer/Director/Partner/Manager Prepared By -11_ J ►' 02"t- Print Name TmelOftice 111 TYlkOnav so-14 ict1/44-0 si Coomvl- Cdeel< f F k. 390'13 The foregoing instrument "kit- before the this _ILL) day of Dewier) !' `� r . 201 I U Individually, or O as j7`� 1.r cC l— for Wersonaily known, or I:3 produced the following type of Identification* Signature of Notary Public: Print Name: %JO tllto..� t -- iet04, .° 3 �q�1 _I41 :S ;.,1 _O 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. 'r. (S61) •�S • 11L Signatu_) of • By /1% 12301-52 PAaE3 8/10 r Owner(s)'s Authorized Officer/Director/Partner/Manager who signed By NOTARY PUBLIC-STATE OF FLORIDA William R. Thomas „ = Commission #DD865129 I. , Expires: MAR. 23, 2013 :i'•.0 ' MU ATLANTIC BONDING CO,utC. STATE OF FLORIDA, COUNTY OF DADE i HEREBY RT FY that this is a,Yrue copy of the ongmal fit ' to is office on / day of , A D 20 wirNESS rimy ha ilAR fEY RUVIN, CtE • it and County Courts D.C. My Home m,ami'+'a' + ei'+ Oil✓'' Show Me: Property Information -Text - Search By: Select Item gGo to property map IjProperty Appraiser Tax Estimator ij- Property Appraiser Tax Comparison LPortability S.O.H. Calculator Summary Details: a Print friendly version Folio No.: 11- 3206 - 013 -5990 Property: 308 NE 98 ST Mailing Address: ALEXANDRE BURKHARDT 308 NE 98 ST MIAMI SHORES FL 33138- Property Information: Primary Zone: 1400 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 3/3 Floors: 1 Living Units: 1 Adj Sq Footage: 2,576 Lot Size: 14,200 SQ FT Year Built 1947 Legal Description: MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 8 & 9 BLK 44 LOT SIZE 100.000 X 142 OR 18291 -1387 07981 COC 24587 -0562 05 20081 OR 27846 -0068 0911 01 Assessment Information: Year. 2011 2010 Land Value: $177,737 $222,432 Building Value: $231,588 $232,887 Market Value: $409,323 $455,319 Assessed Value: $409,323 $455,319 Exemption Information: Year 2011 2010 Homestead: $25,000 $25,000 2nd Homestead: YES YES Taxable Value Information: Year 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $ 50,000/$359,323 $50,000 /$405,319 County: $50,000/$359,323 $50,000/$405,319 City: $ 50,000/$359,323 $50,000 3405,319 School Board: $25,000/$384,323 $25,000/$430,319 Sale Information: Sale Date: 9/2011 Sale Amount $670,000 Sale O/R: 27846 -0068 Sales Qualification Description: Sales qualified as a result of examination of the deed View Additional Sales Additional Information: Click here to see more information for this property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non-Ad Valorem Assessments Environmental Considerations Questions and Comments webmaster @miamidade.aov Property Appraiser Home Page Property Information Online Help Property Information Home Page MIAMI -DADE COUNTY BUILDING AND NEIGHBORHOOD COMPLIANCE 11805 SW 26TH ST. SUITE 207 MIAMI FL, 33175 (786) 315 -2880 STATE CONTRACTOR'S CERTIFICATE OF VOLUNTARY REGISTRATION WITH MIAMI -DADE COUNTY ISSUED DECEMBER 21, 2011 THIS IS TO CERTIFY THAT ALPHA WINDOWS & DOORS CONTRACTOR CERTIFICATE NO.:. CGG131150910 TRADE: BUILDING REGISTRATION EXPIRATION DATE: 08/31/2012 HAVING MET THE REGISTRATION REQUIREMENTS OF MIAMI -DADE COUNTY, IS REGISTERED AS A STATE CONTRACTOR IN THE FALLOWING CATEGORY(S): 0023 GLASS & GLAZING WITH ALL WORK TO BE DONE UNDER THE SUPERVISION, DIRECTION AND CONTROL OF QUALIFYING AGENT HAZOUT MOCHE S.S.N. - -8961 ALTERATION, REPRODUCTION OR TRANSFER OF THIS CERTIFICATE IS PROHIBITED. ALPHA WINDOWS & DOORS 590 SW 9 TERR #1 POMPANO BEACH CHARLES DANGER, P.E. SECRETARY, CONSTRUCTION TRADES QUALIFYING BOARD FL 33069 NOV -09 -2011 23:20 From: To:9544229972 Paae:2'2 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD . 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 HAZOUT, MOCHE ALPHA WINDOWS & DOORS 590 SW 9TH TERRACE SUITE #1 POMPANO BEACH FL 33069 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 licenser DETACH HERE .,- 4 SATE. •; a ri R' — ¢ 'P • =fiP x+ AR c' a +te- O_ -; F t ug • - c TRUOION tea • (850) 487 -1395 sTATE OF- Fla ©RIDA. �s =D PARftlPl'°x OF_ • PR5Fg SSI1 OCT -27 -2011 21:55 From: To:17863944086 BROWARD COUNTY LOCAL BUSINESS TA, RECEIPT 115 S. Andrews Ave., Rm. A -100, Ft. Lauderdale, FL 33301 -1895 — 954- 831 -4000 VALID OCTOBER 1, 2011 THROUGH SEPTE BER 30, 2012 Paoe:2'2 DBA; Business Name: ALPHA WINDOWS & DOORS Owner Name; MOCHE MEOW Business Location: 590 SW 9 TERR STE 1 POMPANO BEACH Business Phone: 954-781-5180 Rooms Seats Employees 4 Rec pt# :189 -5140 Business pe :118 OTHER TYPES y ' (GLASS /GLARING) Business Opened:pe /25/2003 StatelCourttyICertiReg :SCC131150 910 ExemptionCode:NONEXEMPT CONTRACTOR! Machin s Professional$ For Vending Business Oniy Number of Machines: Vending Type: [ Tax Amount Transfer Fee •. •NSF` Fee • . ' Pena lty- • . , i Prior. Years, Collection Cost Total Paid 27.00 0.06 • 0.00 ' 0.00 0.. • 0 ' • 0.00 27.00' THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT WHEN VALIDATED Mailing Address: ALPHA WINDOWS & wogs 590 SW 9 TERR STE 1 POMPANO BEACH, PL 33069 This tax is levied for the privilege of doing busines8 within Broward County and is non - regulatory in nature. You must meet all County and /or Municipality planning. • and zoning requirements. This Business Ta Receipt must be transferred when the business is sold. business name has changed or you have moved the business location. This receipt does not Indicate that the business is legal or that it is in with State or local laws and regulations. 2011 - 2012 Rece Pb!-d pt Ii04A -10- 00009992 07/13/2011 27.00 RO$DAUe0700L3. .tX D {VEf : :. ori•. iorion bt a moles *.hide constkufe6 consent to .xny subnety lest topuitrd OP ID: ACE .4COR0 °. kr .,: =- CERTIFICATE OF LIABILITY INSURANCE.. _ DATE YY, 01/16112 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the pollcy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 561 - 966 -8883 Evergreen Insurance Agcy, Inc 561- 964 -8�5 583105th Avenue N Ste 2 Royal Palm Beach, FL 33411 Evergreen Insurance Agency PHONE 561- 966 -8883 FAx INc, No, ExE: (A/C, No): 561 - 964$8&5 Bass: angela @evergreenins.net PRODUCER ALPWI00 CUSTOMER ID II: INSURERS) AFFORDING COVERAGE NAIC i INSURED Alpha Windows & Doors, Inc. 590 SW 9th Terrace, Suite 1 Pompano Beach, FL 33069 INSURERA: Montpelier U.S. Insurance Co. OCCUR INSURERB: $ 50,000 wsuRERC: CLAIMS -MADE I X INSURER D : $ 5,000 INSURER E : 1 INSURER F : $ 1,000,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE INSR WAIDD POLICY NUMBER MP0009009000089 (MMOIIDDIYYYY) 05/04/11 (MMIDD 05/04/12 LIMA EACH OCCURRENCE $ 1,000,000 A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY OCCUR DAMAGETO RENTED PREMISES (Ea occurrence) $ 50,000 CLAIMS -MADE I X MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT POLICY Ii JEa APPLIES PER: PRODUCTS- COMP /OP AGG $ 2,000,000 LOC $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS • HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFRCERIMEMBER EXCLUDED? (Mandatory In NH) If yes describe under DESCRIPTION OF OPERATIONS below N1 A WC STATU- OTH- TORY LIMITS ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, IF more space Is required) CERTIFICATE HOLDE CELLATION I Building Dept. 10050 NE 2nd Ave. Miami Shores, FL 33138 -2304 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009109) @ 1989 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CERTIFICATE OF LIABILITY INSURANCE 1 1/17/2012 Producer: Lion Insurance Company 2739 U.S. Highway 19 N. Holiday, FL 34691 (727) 938 -5562 This Certificate is Issued as a matter of Information only and confers no rights upon the Certificate Holder. This Certificate does not amend, extend or alter the coverage afforded by the polldes below. Insurers Affording Coverage NAIC # Insured: South East Personnel Leasing, Inc. & Subsidiaries 2739 U.S. Highway 19 N. Holiday, FL 34691 Insurer A: Lion Insurance Company 11075 Insurer B: Insurer C: Insurer D: Insurer E: Coverages The policies of iretaarce fisted below have been issued to the insured reined above for the policy period indicated. Notwithstanding any requirement, term or condition of any contractor other document with respect to Mich this certificate maybe Issued or may pertain, the insurance afforded by the policies described herein is subject to all the terms, eons, and conditions of such policies. Aggregate limits shorn may have been reduced by paid claims. INSR LTR ADDL INSRD Type of Insurance ype Policy Number cy Policy Effective Date (MM/DD/YY) Policy Expiration Date (MM/DD/YY) Limits GENERAL ]=1 General D LIABILITY Commercial General Liability Claims Made ❑ Occur EachOccwrere $ Damage to rented premises (EA occurrence) $ Med Exp Personal Adv Injury $ aggregate limit applies per: Polcy ❑ Protect ❑ LOC General Aggregate $ Products - Comp/Op Agg $ AUTOMOBILE ■ ■ LIABILITY' AnyA� AUOvredAutos Scheduled Autos I -Ured Ardor Non- O+wedAutos Combined Single Limit (EA Accident) $ aodihy (Per Pelson) $ �N y (Per Accident) $ Property Damage (PerAcddent) $ EXCESS/UMBRELLA LIABILITY ROccur Made Deductible" Each°carreres Aggregate A Workers Compensation and Employers' Liability Any proprietor /partner /executive officer /member excluded? If Yes, describe under special provisions below. WC 71949 01/01/2012 01/01/2013 X I roC Smuts 1 I ERH- E.L. Each Accident $1,000,000 E.L. Disease - Ea Employee $1,000,000 E.L. Disease - Policy LimIts $1,000.000 Other Lion Insurance Company is A.M. Best Company rated A- (Excellent). AMB # 12616 Descriptions of Operations/LocationsNehicles /Exclusions added by Endorsement/Special Provisions: Client ID: 22- 57-029 Coverage only applies to active employee(s) of South East Employee Leasing Services, Inc. that are leased to the following "Client Company": Ocean View Windows & Doors, Inc. dba Alpha Windows & Doors Coverage only applies to Injuries incurred by South East Personnel Leasing, Inc. & Subsidiaries active employee(s) , while working in Florida. Coverage does not apply to statutory employee(s) or independent contractor(s) of the Client Company or any other entity. A list of the active employee(s) leased to the Client Company can be obtained by faxing a request to (727) 937 -2138 or by calling (727) 938 -5562. Project Name: FAX:954- 781 -5181 / ISSUE 01 -17 -12 (SS) Begin Date: 12/16/2009 CERTIFICATE HOLDER CANCELLATION CITY OF MIAMI SHORES 10050 N.E. 2ND AVENUE MIAMI SHORES, FL 33138 Shetld any of the above described policies be cancelled before the expiration data thereof, the issuing Irtsrrerwill endeavor to mall 30 days mitten notice to the certificate bider named to the left, but failure to do so shaU Impose no obligation or Uabifity of any Idnd upon the insurer, its agents or representatives. �, ` 2007 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7 -05 FIR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") Notes These tables are not valid as a site- speclfrc drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and Coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") Emma T. Mellinger, P.E 1600 S. Federal Highway. #2o7, Pompano Beach, FL 33062 (954) 784-6991 (954) 781 -6708 fax emma6tc5es.cont Mean Roof Height eau Roof Height Tributary Area (sq. ft) 10 (ft) 10 15 20 25 30 35 40 45 50 \45.2 -59.8 15 46.5 45.2 44.4 43.7 43.1 42.7 42.3 41.9 41.6 j 44.3 -50.4 - 49.2 -48.3 - 47.6 - 47.1 - 46.6 - 46.2 - 45.9 -45.5 -57.5 16 47.1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 44.3 43.8 -51.1 - 49.8 -49.0 - 48.3 -47.7 - 47.3 -46.8 - 46.5 -46.2 -56.1 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 III 43.6 -51.7 -50.5 -49.6 - 48.9 -48.3 - 47.9 - 47.4 - 47.1 -46.8 -55.2 18 48.3 47.0 46.1 45.4 44.8 44.3 43.9 43.6 43.2 43.7 -52.4 -51.1 -50.2 - 49.5 -48.9 - 48.4 - 48.0 - 47.7 -47.3 20 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 -66.1 - 63.5 -53.0 -51.7 -50.8 -50.1 -49.5 - 49.0 - 48.6 - 48.2 -47.9 49.0 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 -62.9 -61.4 -53.5 -52.2 -51.3 -50.6 -50.0 - 49.5 - 49.1 - 48.7 -48.4 48.2 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 61.4 -60.3 -54.6 -53.3 -52.4 -51.6 -51.0 -50.5 -50.1 - 49.7 -49.4 47.9 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 -60.4 -59.6 -55.6 -54.3 -53.3 -52.6 -52.0 -51.5 -51.0 -50.6 -50.3 47.8 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -59.9 30 -56.6 -55.2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 54.5 53.1 -57.5 -56.1 -55.1 -54.3 -53.7 -53.2 -52.7 -52.3 -51.9 -70.1 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 52.7 51.9 -58.3 -56.9 -55.9 -55.1 -54.5 -53.9 -53.5 -53.1 -52.7 - 67.3 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 51.9 51.3 -59.1 -57.7 -56.7 -55.9 -55.2 -54.7 -54.2 -53.8 -53.4 - 65.7 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 51.4 51.0 -59.9 -58.4 -57.4 -56.6 -55.9 -55.4 -54.9 -54.5 -54.1 - 64.6 36 55.9 54.4 53.3 52.5 $1.9 51.3 50.8 50.4 50.0 51.1 -60.6 -59.1 -58.1 -57.3 -56.6 -56.1 -55.6 -55.1 -54.8 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -78.0 -75.0 -61.3 59.8 -58.7 -57.9 -57.3 -56.7 -56.2 -55.8 -55.4 57.8 40 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -74.1 -72.4 - 62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 56.8 56.1 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -72.2 -71.0 - 63.2 -61.7 -60.6 -59.7 -59.1 -58.5 -58.0 -57.5 -57.1 56.3 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -71.0 -70.1 - 64.4 - 62.8 - 61.7 - 60.8 -60.1 -59.6 -59.0 -58.6 -58.2 56.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -70.3 -65.5 - 63.9 - 62.8 - 61.9 - 61.2 - 60.6 -60.0 -59.6 -59.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 - 66.5 - 64.9 - 63.7 - 62.9 -62.1 - 61.5 - 61.0 -605 -60.1 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 - 67.5 -65.8 - 64.7 - 63.8 -63.0 - 62.4 - 61.9 -61.4 -61.0 Notes These tables are not valid as a site- speclfrc drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and Coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") Emma T. Mellinger, P.E 1600 S. Federal Highway. #2o7, Pompano Beach, FL 33062 (954) 784-6991 (954) 781 -6708 fax emma6tc5es.cont Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 di") 62 \45.2 -59.8 44.4 -58.0 43.7 -56.7 43.1 -55.6 42.7 -54.6 42.3 -53.8 41.9 -53.1 41.6 -52.5 16 7.1 45.9 45.0 44.3 43.7 43.3 42.9 42.5 42.2 - 63.1 -60.6 -58.8 -57.5 -56.3 -55.4 -54.6 -53.9 -53.2 17 47.7 46.4 45.6 44.9 44.3 43.8 43.4 43.0 42.7 -63.9 -61.4 -59.6 -58.2 -57.1 -56.1 -55.3 -54.5 -53.9 18 48.3 47.0 46..1 45.4 44.8 44.3 43.9 43.6 43.2 - 64.6 - 62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -55.2 -54.5 19 48.8 47.5 46.6 45.9 45.3 44.9 44.4 44.1 43.7 -65.4 - 62.8 -61.0 -59.6 -58.4 -57.4 -56.6 -55.8 -55.2 20 49.4 48.1 47.1 46.4 45.8 45.3 44.9 44.5 44.2 -66.1 - 63.5 - 61.6 -60.2 -59.0 -58.1 -57.2 -56.4 -55.8 22 50.4 49.0 48.1 47.4 46.8 46.3 45.8 45.4 45.1 - 67.4 - 64.8 -62.9 -61.4 -60.2 59.2 -58.4 -57.6 -56.9 24 51.3 49.9 49.0 48.2 47.6 47.1 46.7 46.3 45.9 68.7 66.0 64.1 62.6 61.4 -60.3 -59.4 -58.7 -58.0 26 52.2 50.8 49.8 49.1 48.4 47.9 47.5 47.1 46.7 -69.8 - 67.1 -65.1 - 63.6 - 62.4 - 61.4 -60.4 -59.6 -58.9 28 53.0 51.6 50.6 49.8 49.2 48.7 48.2 47.8 47.4 -70.9 -68.2 - 66.2 - 64.6 - 63.4 - 62.3 - 61.4 -60.6 -59.9 30 53.8 52.3 51.3 50.6 49.9 49.4 48.9 48.5 48.1 -72.0 - 69.2 - 67.1 -65.6 -64.3 - 63.2 - 62.3 - 61.5 -60.7 32 54.5 53.1 52.0 51.3 50.6 50.1 49.6 49.2 48.8 -73.0 -70.1 -68.1 - 66.5 - 65.2 - 64.1 - 63.1 - 62.3 -61.6 34 55.2 53.7 52.7 51.9 51.3 50.7 50.2 49.8 49.4 -73.9 -71.0 -68.9 - 67.3 - 66.0 - 64.9 - 64.0 -63.1 -62.4 36 55.9 54.4 53.3 52.5 51.9 51.3 50.8 50.4 50.0 -74.8 -71.9 -69.8 - 68.1 - 66.8 - 65.7 - 64.7 - 63.9 -63.1 38 56.5 55.0 54.0 53.1 52.5 51.9 51.4 51.0 50.6 -75.7 -72.7 -70.6 -68.9 - 67.6 - 66.5 - 65.5 - 64.6 -63.8 40 57.1 55.6 54.5 53.7 53.0 52.5 52.0 51.5 51.1 -76.5 -73.5 -71.3 - 69.7 -683 - 67.2 -66.2 - 65.3 -64.5 58.3 56.7 55.7 54.8 54.1 53.5 53.0 52.6 52.2 -78.0 -75.0 -72.8 -71.1 - 69.7 - 68.5 - 67.5 - 66.6 -65.8 48 59.4 57.8 56.7 55.8 55.1 54.5 54.0 53.6 53.1 -79.5 -76,3 -74.1 -72.4 -71.0 - 69.8 - 68.8 - 67.9 -67.1 52 60.4 58.8 57.6 56.8 56.1 55.4 54.9 54.5 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 - 69.9 -69.0 -68.2 56 61.3 59.7 58.5 57.7 56.9 56.3 55.8 55.3 54.9 -82.1 -78.9 -76.6 -74.8 -73.3 -72.1 -71.0 -70.1 -69.3 60 62.2 60.6 59.4 58.5 57.8 57.1 56.6 56.1 55.7 -83.3 -80.0 -77.7 -75.9 -74.4 -73.2 -72.1 -71.1 -70.3 j B SITE LOCATION: WIND SPEED =:146 MPH. EXPOSURE "C" These tables are valid for the following con 'lions only: 1 Wind Speed (3- second gust): 146 mph. 2 Building Category: II (General Residential and Commerdial Construction). 3 Importance Factor 1.0 4 Exposure Category: C 5 Topographic' Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local' building official and product approvals before use. 7 Gcpi: +- 0.18 8 Enclosed Building` Consult an Engineer for any other conditions Irons 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or 3 Tables are valid for any roof slope. For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height. If average cannot be determined, use the peak roof height Round up the roof height to the next highest table value. 5 Calculate the tributary area (length x height) of the opening in question: Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area. 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a budding corner shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 8 Distance 'a," as refered to above, shall be calculated as 10% of the minimum building width, but not less than 3 9 Read the worst case' positive and negative design pressures for use asrequired by governing building Emma T Mellinger, P.E. FL P.E. # 50049 Date: December 20, 2011 CATEGORY5 Engineering Services, Inc. 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 784 -6991 tel / (954) 781 -5708 fax ENGINEERED MULLION CALCULATIONS Opening # 11, 12 PROJECT Burkhardt 308 NE 96 St Miami Shores, FL 1. DESIGN PARAMETERS Max Design Wind Load (ps,0 62.2 Positive and Negative Max. Tributary Width (in) 38.375 Max. Mullion Length (in) 50.375 Load per Foot (ibyt) 199 Mullion and Clip Material Aluminum 6063 -T6 Elasticity (ps1) 1.00E +07 Allowable Stress (psi) 15,000 2. MULLION SIZE Custom Mullion Check Section Modulus: Mullion Dimensions (in) Max. Moment 0.16) 438 Moment of Inertia (MN) 2.46 Min. Section Modulus Required (in^3) 0.4 < Actual Section Modulus of 1.79 > OK Check Deflection Moment of Inertia (in^4) 2.46 Max Allowable Deflection (L /175) (in) 0.29 > Actual Deflection of 0.06 > OK 3. MULLION ANCHORAGE Clip Shall be 1/8 -inch Thickness, Full - Dimension, and Wide Enough to Accomodate Minimum Fastener Spacings Unless Otherwise Noted. Load per Mullion (lb) 835 Total Load Each Connection (lb) 417.5 Connector Type (Clip -to- Concrete) 1/4 -Inch Tapcon Connector Capacity (Shear) (!b) 445 (See Fastener Notes Below) Minimum Number of Fasteners 1 Per Tube End Recommended Number of Fasteners 4 Per Tube End Fastener Notes 5/16" Tapcon Fasteners Shall be Installed with a Minimum Embedment of 13/4" a Minimum Edge Distance oft 1/2" in Concrete, and a Minimum on- Center Spacing of 3 1/2". 1/4" Tapcon Fasteners Shall be Installed with a Minimum Embedment of 1 3/4", a Minimum Edge Distance oft 1/2" in Concrete, and a Minimum on- Center Spacing of 2 1/2 ". All Fasteners in Contact with Dissimilar Metal Shall be Painted or Plated _> OK Emma T. Mellinger, P.E. 64/1' FL PE# 50049 Date 1/4/2012 Our Ref AWD B1111220 Alexandre Burkhardt 308 NE 96th St Miami Shores, FL 28' 3" rIMMIIIIIWINI∎ 111111111•11•1=11111111•1111•111I ∎IIr!•I!l1�1>♦IIIIIIII 1 i 1 1 �P. JAN ED- 321/4 x 81 114 LH Mark 8 Existing windows 16' 3" 48' 0" K 8' 2" =r, 4' 2 "-- K 2' 7'3' Existing door Guest bedroom Not to be replaced Not to be replaced R11•11111=111__-. .211111 IMIC. -.. 71111111I<, .I1111MMIL 71�I�IrI�1�1 - JI�I�i�l�l�l�l 1 3'8" 22' 8" 110.02 TM HR Glass A 015.02 TM Casement Glass E 327.02 TM FD Glass A Q,..,;,,.:! X4.13 TM Fix 9.05 PGT Mull bar Z$ LI PER i IT : ', LL `�=x 2 (I.'. Miami Shores Village APPROVED BY DATE ZONING DEPT �y 7�/�41,,, BLDG DEPT . ; SUBJECT 1.0 CCMPIJANCE WTflri ALL FEDERAL STATE AND CCNN 1 3' r3ULES AND REGULATIONS 32' 11" 8' 5° r 1 1 I HR 53 x 38 1/4 X0 Mark 7 Kitchen HR 74 x 62 3/4 OX Mark 9 Living room Existing door Not to be replaced HR74x623 /4XO Mark 10 Dining room Fix 36 314 x 50 3/8 Casement 36 3/4 x 50 3/8 Mark 11 Master bedroom Fix 37 x 50 3/8 Mark 13 Master bedroom Fix 36 3/4 x 50 3/8 Casement 36 3/4 x 50 3/8 Mark 12 Master bedroom HR 111 x 38 3/8 XOX Mark 6 Office Fix 24 x 49 Mark 3 Office Fix 37 x 38 3/8 Mark 5 Office HR 93 x 50 3/8 XOX Mark 4 Office FD 38 3/4 x 82 1/2 LH Mark 2 Entry 2HR74x623 /4OX -XO Mark 1 Living room Fix 37 x 50 5/8 Mark 19 Bedroom K 2 a'*r. " -- Fix 24 3/4 x 49 3/4 Mark 18 Guest bedroom HR 37 x 38 3/8 X0 HR 53 x 50 5/8 XO Mark 15 Mark 17 Guest bath Bedroom HR37x383 /8XO Mark 14 Master bath HR,37 x 50 5/8 XO Mark 16 Bedroom : -711•11111I•11I ∎I=11I•11•1I111111 : - --- I ■I ■Ir1 )♦1!•1 1 ∎I ∎Ir- _'.31111I1=1 ∎11110111111111 K 8'0 "- I- 4' 3 "H .. K.3' 2" K 6' 8" )1 43' 7" 6'1" ) 1. io a D Mark 1 -Front Living Room a Mark 4 -Office Mark 5 -Office Mark 6 -Office 0 0 Mark 2 -Front Mark 7- Kitchen .Mark 3 -Office Mark 8 -Guest Rm. Comment: Burkhardt Project - Exterior View.Signature: Mark 9- Living Room 9 Mark 10- Dining Room Mark 11- Master Mark 13- Master • Mark.14- Master Mark 17 -Bed. Mark 18-Bed Mark 19 -Bed. Mark 20- Living Mark 15 -Bath Mark 16 -Bed. 1 Comment Burkhardt Project-Exterior View.Signature: Mark 21- Utility 2 "x4 "x %8'x2" Long Aluminum Angle Clip Fasten Each Aluminum Clip to Concrete with (2) %4" Tapcons (Min. 13/4' Embedment, Min. 2 %2" o/c Spacing, Min. 2 %2" Edge Distance in Concrete). GENERAL NOTES This Signed and Sealed Design Applies to the Installation of Aluminum Tube Framing for New Windows, as Shown Herein Only. No Other Warranty, Express or Implied is Intended. Contractor Shall Field - Verify Existing Conditions and Immediately Notify Engineer of Any Discrepancies Herein. This Design is Based on Information Provided to the Engineer by the Contractor. All Work Shall be Performed in Accordance with the 2007 Florida Building Code, and Local Codes and Ordinances that May Apply. Existing Concrete Kneewall d a. A 4 d. 4" 2%2 " 3�8 .a 1„x24/4 Aluminum Tube OPENING #11, 12 DESIGN PRESSURES: + 46.5 / - 62.2 psf Fasten Each Aluminum Clip to Aluminum Tube with (2) # 14 SMS Fasten Aluminum Tubes Together with #14 SMS @ 12" o /c, 4" From Ends NOTE: • Fasten Aluminum Tube Framing As Shown. See Also Calculations Attached (File No. AWD B1111220). • Detail Also Applies To Fastening of Aluminum Tubes To Existing Concrete Header. CATEGORY Engineering Services, Inc. DESIGN NOTES Wind Loads Calculated in Accordance with 2007 FBC and ASCE 7 -05: V =146 mph, Exp =C 1600 S. Federal THighway. #207 Pompano Beach, FL 33062 (954) 784 -6991 FRAMING FOR NEW WINDOWS Burkhardt Re'sidenue, 308-NE % SI, Miornl Shores, FL Dwg: # AWD 81111220 Rev: 0 By: ME Date: January 4, 2012 Sheet: 1 of 1 No. Revisions By Emma T. Mellinger, P.E. FL PE #50049 CA #25854 BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION (BCAD) NOTICE OF ACCEPTANCE (NOA) T. M. Windows, LLC. 601 N.W. 12th Ave. Pompano Beach, F L 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 by Miami —Dade County Product Control Section and accepted by the Board of Rules and Appeals (BORA) to be used in Miami —Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product Control Section (In Miami—Dade Cotmty) and/or the AHJ (in areas other than Miami —Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building MIAMI =DADS COUNTY; FLORIDA. PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315 -2599 www. iamidade.gov building Code, including the High Velocity . - ` .pie: one. DESCRIPTION: Series " :" Aluminum Fixed Win, • w — L.M.I. APPROVAL DOCU i.. : Drawing No. i , titled "Series 338 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 5 of 5, dated 07/11/03, dated 03/03/11 with revision "H" dated 05/23/06, prepared by A1— Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with i - - s cceptance number and Expiration date by the Miami —Dade County Product Co ection. MISSILE IMPACT RAT 1 G: Large and Small Missile Impact Resista t. LABELING: Each unit shall bear a .- • :. - A A ...• .: •er'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 No. 08- 0917,08 and consists of this page I, evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. SW'SICI MIAMFDADE OUNTr a APPROVED - --- NOA No. 10-1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 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 07/1 1/03, dated 03/03/11 with revision "H" dated 05/23/06, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad,-P. E B. TESTS I. 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.'s FTL -2782 (FTL00114), FTL- 2784 (FTL00140) and FTL-3803 (}'TL03072), dated 11/06/01 and May 22, 2003, FTL -2782 and FTL -2784 respectively, signed and sealed by Luis Figueredo, P. E. and FTL -3803 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. Complies with ASTM E1300 -02/ 04 E -1 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 10- 1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 T. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Building and Neighborhood Compliance Department (BNC). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/26/2010, expiring on 01/14/12. 2. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite @@ PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. 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, no financial interest and compliance with the FBC 2007, dated October 28, 2010, signed and sealed by Javad Ahmad, P. E. 2. Name change from T. M. Window &Door, LLC to T. M. Windows, LLC, in conformance to BCAD guidelines dated 10/28/10 on file. 3. 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) 4. Laboratory compliance letter for Test Reports No.'s FTL -2782 (FTL00114), FTL -2784 (FTL00140) and FTL- 3803 (1+ °1'L03072), issued by Fenestration Testing Laboratories, Inc., dated 11/06/01 and 05/22/03, FTL -2782 and )'TL --2784 respectively, signed and sealed by Luis Figueredo, P. E. and N"1'L -3803 signed and . sealed by Joseph Chan, P. E. (Submitted under previous NOA No. 03- 0925.04) 5. Laboratory compliance letter for Test Report No. ATL 0806.02 -02 issued by American Testing Lab of South Florida, 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. 08- 0917.08, issued to T. M. Window & Door, LLC for their Series "338" Aluminum Fixed Window - L.M.I ", approved on 05/06/09 and expiring on 01/08/14. Jaime D. Gascon, P. Product Control Section Supervisor NOA No. 10- 1214.13 Expiration Date: January 08, 2014 Approval Date: March 31, 2011 E -2 SERIES 338 ALUMINUM FIXED WINDOff 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 MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EOTTION 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 WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 20039.4, 2411.3.3 AND 2326.2. 6" MAX. FROM ENDS FALSE MUNTINS SURFACE APPUED OPTIONAL • 10 -1/2" MAX. HEAD /SILL I P11 / '11 . ( JI 1 a �t - -= =tit 1x- 11 1. - 1 1. 11 11 11 ;. 11 II 11 11 II 11 I; 11 11 1, ti I 11 il II II 11 1 II I 11 II II JI 11 11 rTf111 D.L OPG WINDOW WIDTH TYPICAL ELEVATION THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. .: RA PE'� y0.97 .O.6 N .S6SS 9 PRQDIICTRBV61iD B wU1.Oro P1oclde Ayc.D y7 �Lir n O a • 00ems.4 0�� Cab la A ff el el g.. �a� go-CO _Z CV I 3 7 " 3a a82 0 0 L 0 S a c EOtC 0 -11-03 I 8 w r drawing no. W03 -52 Leheet OW V DTH 36" 42" 48° 54" 60• 68" T2" 38° DESIGN LOAD CAPACITY - PSF DIMS. LENGT H 48° GLASS TYPE 'A' CLASS TYPE 'B' EXT._1+1 INT. (-3 EXT. (+) INT. C -) Can,° 80.0 80.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. CLASS TYPE 'A' GLASS TYPE 'B' 80.0 80.0 72.1 72.1 80.0 80,0 72.1 72.1 80.0 80.0 65.1 65.1 80.0 80.0 58.0 58.0 80.0 60.0 XX X 80.0 80.0 42° 48° 54' 80" 66" Sr 42° 48° 54° 60° 73.7 68,6 73.7 68.6 80.0 80,0 WIDTH LENGTH EXT. C +) INT. (X) EXT, 4 +> INT. (X) 19 -1/8' 26 -1/2° 37° 53 -1/8° 28° 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 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° 38 -3/8" 80.0 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 80.0 80.0 • 80.0 80.0 65.1 65.1 80.0 80.0 60.9 60.9 78.5 78.5 xx xx XX xx 70.7 70.7 18 -1/8° 28 -1/2" 37° 53 -1 /8" 50 -5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 804 80.0 80.0 80.0 80.0 68.3 68.3 80.0 80.0 70.7 70.7 72° 55.8 55.6 80.0 80.0 53.8 53.6 80.0 80.0 X X xx 80.0 80.0 xx xx 78.5 78.5 38" 42" 48" 53' 77° 52.0 52,0 80.0 80.0 49.3 49.3 80.0 80.0 xx X xx xx 80.0 80.0 18 -1/8" 28 -1/2" 37° 53 -1/8" 83' 80.0 80.0 80.0 80.0 80.0 80.0 60.0 60.0 . 88.2 88.2 80.0 80.0 xx X 80.0 80.0 19 -1/8" 26 -1/2' 37" 53 -1/8' 74 -1/4" 80.0 80.0 80.0 50.0 78.8 78.6 80.0 80.0 53.3 53.3 80.0 80.0 xx X 80.0 80.0 80.0 80.0 38" 42' 48" 84° 47.6 47.6 80.0 80.0 X xx 80.0 80.0 xx xX 80.0 60.0 38° 42' 96" xx XX 80.0 80.0 xx xx 80.0 80.0 34° 102" X X xx 80.0 80.0 36" 108' X xx 80.0 80.0 3/16° ANN. GLASS 1/2' AIR SPACE 1/8" ANN. GLASS .090" INTERLAYER BUTACITE PVB BY 'DUPONT' 1 /B° ANN. GLASS 18 -1/8" 28 -1/2" 37° 53 -1/8" 77° 80.0 80.0 80.0 80.0 76.2 76.2 80.0 60.0 51.2 51.2 80.0 80.0 xx X x 80.0 80.0 J W BOIL WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY 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. SILICONE GE 7700 GLASS TYPE 'A' 1° NOMINAL INSUL LAM. GLASS 3/16" TEMP. GLASS 1/4" AIR SPACE 3/18° HEAT STREN'D GLASS .090° WTERLAYER SENTRYGLAS PLUS BY 'OUPONT' 3/18° HEAT STREN'D GLASS SILICONE GE 7700 GLASS TYPE 15/16" NOMINAL INSUL. LAM. GLASS SILICONE DOW CORNINO 995 GLAZING OPTION$ DEIGN LOAD CAPACITY - PSF WINDOW DIN9. cuss TYPE 'C' WIDTH LENGTH EXT. C+) INT. 4 -) 3e" 42' 48° 54° 80" 68" 72° 48° 75.0 75,0 75.0 75.0 7SA 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36° 42' 48' 54' 60° 86" 72° 60" 75.0 75.0 75.0 75.0 73.0 75.0 75.0 75.0 72.0 72.0 72.0 72.0 72.0 72.0 38° 42' 48° 54° 60" 72" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72.0 72.0 42° 46" 54" 84° 75.0 78.0 D11GN'LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' WIDTH LENGTH EXT. C +) INT. CX) 18 -1/8° 28 -1/2" 37' 53 -1/8" 26° 75.17 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19 -I /8" 28 -1/2' 37" 53 -1/8' 38 -3/8" 75.0 75.0 75.0 75.0 75.0 754 73.0 75.0 19 -1/8° 26 -1/2' 37° 53 -1/8° 30 -5/8" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19 -1/8" 28 -1/2" 37° 83 -I/8' 63" 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 19 -1/6' 26 -1/2' 37" 53 -I /8° 74 -1/4" 75.0 73.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 36" 42° 48" 98° 75.0 75.0 75.0 75.0 75.0 75.0 36" • 42' 102" 75.0 75.0 75.0 75.0 36° 42" 108° 75.0 75.0 75.0 75.0 36' 114" 75.0 75.0 36" 120' 75.0 75.0 128" 75.0 75.0 3/18" HEAT STREN'D GLASS .120 IN7ERIAYER UVEHOL -U0. RESIN 3/18° HEAT STREN' GLASS SILICONE TT C0 TREMGLAZE • pU fxYO. C,.ti. 7.0592 GLASS TYPE 'C' 4 2011 'RODUCT REVISED s com ilyW9 with Om Florida 3ufdiagCoda pinalanDato AacapleacoNo " • 4 i ■ r J Dario ' . • ' ustOuaUo 4i 4 0 vo8 S 8° S d drawing no. W03-52 Cahoot 2 f1 5 3 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' GLASS TYPE '0' GLASS TYPE IF GLASS TYPE '3' WIDTH LENGTH EXT. ( +) INT. ( -1 EXT. (4) INT. (-0 EXT. (4) INT. 4 -) EXT. 44) INT. 4 -) 36' 42" 48" 54' 60" 68' 72" 48" 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 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 (40.0 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.6 76.5 90.0 90.0 90.0 111.0 90.0 135.0 36" 42' 48' 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 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 84,0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 38" 42" 48' 54° 80" 72" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 1404 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 76.9 76.5 90.0 90.0 90.0 111.0 90.0 135.0 71.1 71.1 80.0 80.0 80.0 98.7 80.0 124.4 64.0 64.0 72.0 72.0 72.0 88.8 72.0 112.0 36" 42" 48" 54" 84" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 69,8 69.8 90.0 90.0 90.0 111.0 90.0 137.1 65.4 65.4 90.0 90.0 90.0 111.0 90.0 126.0 64.1 64.1 80.0 80.0 80.0 98.7 80.0 117.9 36' 42" 48" 96" 75.9 75.9 90.0 90.0 90.0 111.0 90.0 140.0 643 64.3 90.0 90.0 90.0 111.0 90.0 131.7 59.8 59.8 90.0 90.0 90.0 111.0 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 64.5 90.0 90.0 90.0 111.0 90.0 137.1 36" 42" 108" 74.1 74.1 90.0 90.0 90.0 111.0 90.0 140.0 81.3 81.3 90.0 80.0 90.0 111.0 90.0 127.7 39" 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" 72.7 72.7 90.0 90.0 90.0 111.0 90.0 140.0 3/18" ANN. GLASS .090° INTERLAYER BUTACITE PV8 BY " DUPONT' 3/18" ANN. GLASS SIUCONE TREMCO SPECTRUM 2 GE 7700 GLASS TYPE 'F' 3/16° HEAT STREN'D GLASS .090" INTERLAYER BUTACITE PV8 8Y ' DUPONT" 3/18" HEAT STREN'D GLASS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'F' 01ASS TYPE 'C' CIA58 TYPE '11' GLASS TYPE '3' WIDTH LENGTH EXT. (+) INT. (X) EXT. ( +) INT. (X) EXT. 4 +) INT. (X) EXT. (4) INT. (X) 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 80.0 111.0 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" 3_3/8" 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 80.0 .80.0' 90.0 90.0 80.0 111.0 90.0 140.0 19 -1/8" 26 -1/2" 37" 53 -1/8' 50_5/8" 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 75.9 78.9 85.3 85.3 85.3 105.2 85.3 132.7 19 -1/8" 28 -1/2" 37" 53 -1/8" 83" 80.0 80.0 90.0 90.0 90.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 80.0 111.0 90.0 140.0 80.0 80.0 90.0 90.0 • 80.0 111.0 90.0 140.0 72.3 72.3 81.3 81.3 81.3 100.3 81.3 1265 19 -1/8' 26 -1/2" 37° 53-1/8" • 74 -1/4" 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 80.0 140.0 71.4 71.4 81.3 81.3 81.3 1003 81.3 126.5 SIUCONE TREMCO SPECTRUM 2 GE 7700 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300 -04 (3 SEC. GUSTS). 3/16" HEAT STREN'D GLASS 3/18° TEMP. GLASS 090' INTERLAYER .090" INTERLAYER SENTRYGLAS PLUS We 'DUPONT' SENTRYGUIS PLUS BY 'DUPONT' 3/18" HEAT STREN'D GLASS 3/18" TEMP. GLASS WtP w MITE: WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS 51101164 ABOVE. SILICONE ' SILICONE TREMCO SPECTRUM 2 TREMCO SPECTRUM 2 GE 7700 GE 7700 GLASS TYPE '0' GLASS TYPE 'H' GLAZING OPTION$ PRODUCT REVISED 0i 04) �eowOIl Ow Florida , Awoptmtoo No .e. 2 4. 3 •"ato /204 GLASS TYPE '.1" 0. 8 0 gn 1 i a drawing no. W03 -52 (sheet 3 of 5 ) TYPICAL ANCHORS SEE ELEV. METAL I SY FOR SPACING STRUCTURE WOOD SUCK 4 a EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEVS. 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 I tdIAMI—DADE----COUNTY AP;ROVED I MULLION de MULLION ANCHORS It I SEE SEPARATE NOA 111 ilmman'T vi', V. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY VW (Fo-120 KS'. Fyx.92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KS!. Fy.155 KSO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 18Y 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 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/80 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : I/8° THK. MIN. (6063-TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-3/8" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL. OR JAWS fc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm 2000 PSI MIN. SEALANT; FRAME CORNERS SEALED WITH ACRYLIC SEALANT. I CoDucrRavisto L.! ounplyIng wIlh Gm Florida C.adet . .coptance No Q." 00 El meta Pusduct SERIES 338 ALUMINUM FIXED WINDOW (LAU) p 8 03 to of CB C2 ^ Z ° R.' 0 0 4zi B .2* B 13, it 1 20* drawing • no. W03"62 slt 5 !!! 9 s: d R WINDOW FRAME .062 TYP. 0 GLAZING STOP TUBE i -1.076 �1 GLAZING BEAD (LAM. GLASS) GLAZING BEAD (INSUL. LAM. GLASS) ITEM PART # QUANTITY DESCRIPTION MATEIUAL MMI9'. /SUPPLIER /REMARKS• 1 GW- 35277 -A 4 'WINDOW FRAME 6083 -78 - Y 1298 AS REOD. MATING STOP TUBE 6063 -T5 - 6 IJI0 X 1' - FRAME ASSEMBLY SCREWS • - P.H. SMS B TM -174 AS REOD. (RAZING BEAD (LAM. GLASS) 6083 -T5 - 9 - AS REOD. (LAZING BEAD (INSUL LAM. CUSS) 6083 -18 - MIAMI-DADE COUNTY SEE SEPARATE NOA APPRA MULLION \ TYPICAL ANCHORS SEE ELEV. FOR SPACING 8 41 TYP. CORNER DETAIL TYPICAL ANCHORS SEE ELEV. FOR SPACING e^➢n �• PRODUCT REVISED w ¢mPIr41B *bib) Florida RUEdInB Coto sxiglation Duo Olt' t °' 2- 8 k G drawing ': no. W03.52, (sheet 5 of g ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Window, LLC 601 NW 12'x' 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) 372 -6339 www.maimidade.cov/buildingeode, 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 her een • esi Code, including the High Veloc cane Zone. DESCRIPTION: Series Aluminum H�tal Rolling '' i =.ow - L.M.I. : ]drawing No. W08-81, titled "S comply with the Florida Building ::, APPROVAL DO t q - . 805 Alum. Horizontal Rolling Wdw. (L.M.I.) ", sheets 1 through 7 o ..: II. ' 1 : • • = atest revision `B" dated 02/10/10, 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 Ace : - tion date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: L LIMITATIONS: Glass Type `E ": The M t _ 79.0 psf for Metallic Sweep Latches. 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 No. 09- 0105.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 09- 1110.02 Expiration ' u ! 13 - X 14 Approval Date: March 17, 2010 Page 1 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W08 -81, Sheets 1 through .7 of 7, dated 09/19/08 with the latest revision "B" dated 02/10/10, 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 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL- 5945, dated 07/31/09, signed & sealed by Julio E. Gonzalez, P. E. 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 of aluminum horizontal • rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5457, dated 01/22/08, signed & sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC,.TAS 203 -94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5459, dated 01/17/08, signed & sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum horizontal rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 0120.01) Jaime D. Gascon, . E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -1 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94. 3) Water Resistance Test, per FBC, TAS 202 -94 4) 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 and TAS 202 -94 along with marked -up drawings and installation diagram of alum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3946, dated 11/04/03, signed & sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No. 04- 0120.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 2007, prepared by Al- Farooq Corporation, dated 10/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM E1300 -02. D. QUALITY ASSURANCE 1. Miami -Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass@ Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for their "Saflex IIIG Clear or colored Interlayer" dated 05/04/06, expiring on 05/21/11. 3. Notice of Acceptance No. 09- 0310.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 04/02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated February 25, 2010, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of conformance and no financial interest, dated September 25, 2009, signed and sealed by Arshad Viqar, P. E. 3. Laboratory compliance letter for Test Report No. FTL -5945, issued by Fenestration Testing Laboratory, Inc., dated July 31, 2009, signed and sealed by Julio E. Gonzalez, P. E Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09-1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -2 T. M. Window, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 4. Laboratory compliance letter for Test Report No. FTL -5457, issued by Fenestration Testing Laboratory, Inc., dated March 13, 2008, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA No. 09- 0105.02) 5. Laboratory compliance letter for Test Report No. FTL -5459, issued by Fenestration Testing Laboratory, Inc., dated February 21, 2008, signed and sealed by Michael R. Wenzel, P. E. (Submitted under previous NOA No. 09- 0105.02) 6. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTL-3995, issued by Fenestration Testing Laboratory, Inc., dated November 04 and 13, 2003, both signed and sealed by Edmundo Largaespada, P. E. (Submitted under previous NOA No 04- 0120.01) 7. Proposal issued by BCCO, dated October 09, 2008, signed by Manuel Perez, P. E. G. OTHERS • 1. Notice of Acceptance No. 09- 0105.02, issued to T. M. Window & Door, LLC. for their Series "805" Aluminum Horizontal Rolling Window w/ & w/o Reinforcement - L.M.I., approved on 03/04/09 and expiring on 05/13/14. Jaime D. Gascon, P. E. Chief, Product Control Division NOA No. 09- 1110.02 Expiration Date: May 13, 2014 Approval Date: March 17, 2010 E -3 3/16' ANN. GLASS 3/16" HEAT STREN'D GLASS .090' INTERLAYER SAFLEX SIG BY SOLUTIA .090' INTERLAYER SENTRYGLAS PLUS BY DUPONT 3/16' ANN. GLASS 3/16' HEAT STREN'D GLASS SIUCONE GE RGS7700 COW CORNING 995 7/16" OVERALL GLASS TYPE 'A' 3/16' HEAT STREN'D GLASS 120' INTERLAYER UVEKOL -U0 RESIN BY 'SURFACE SPECIALTIES INC.' SILICONE GE RGS7700 DOW CORNING 995 7/16' OVERALL GLASS TYPE 'B' 3/16' ANN. GLASS 120' INTERLAYER UVEKOL-U0 RESIN BY 'SURFACE SPECIALTIES INC.' 3/16' HEAT STREN'D GLASS 3/16" ANN. GLASS SILICONE GE R057700 DOW CORNING 995 1/2' OVERALL GLASS TYPE C SIUCONE GE RGS7700 DOW CORNING 995 1/2" OVERALL CIASS TYPE 'D' GLAZING OPTION$ SERIES 805 ALUMINUM HORIZONTAL ROLLING WDW, DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLUNG WITH OTHER MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS 1/4" AIR SPACE 1/8' ANN. GLASS .090" INTERLAYER. SAFLEX 1110 PV8 8Y ' SOLUTIA' 1 /8' ANN. GLASS 3 SILICONE GE RGS7700 DOW CORNING 995 11 /16' OVERALL INSUL GLASS .TYPE 'E' FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 6" MAX. HEAD /SILL CORNERS U 5 TYPICAL ELEVATION MAXIMUM DESIGN FOR SIZES AU UK UA 141 ±65 LOAD RATING SHOWN ABOVE OR - PSF SMALLER GLASS TYPE 'A' GLASS T11 'B' GLASS TYPE '' GLASS TYPE '0 GLASS TYPE '9' EXT.( +) 1NT.( -) ..( +) 1NT.( -) EXT.(+) 1NT.( -) EXT.( +) 1NT.( -) EXT.(+) 1NT.( -) 80.0 90.0 .0 130.0 90.0 90.0 55.0 55.0 79.0 79.0 OARS SHOWN ABOVE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, OR METALLIC SWEEP LAT ES LIMIT MAX. LOADS TO *80.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO. TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN' THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr. JA AFWAO CIVIL FLA PE i 70592 C.A.N. 3538 FEB 19 2010 UC7REV619 omiplYing arhh Om Fluids dog Coda •� 10 No • --SIK t OJJ ) ��G+'1 Dade Pmds& •.. , . 9 17 n U g a ug oS ag 24 S 4 drawing no. W08 -81 (sheet 1 of 7 ) ; FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 111" MAR. WINDOW WIDTH 3" 10 I /4" ALSO. 8' HEAD \SILL 9 A 3/3/. AT FIX. LATE HEAD \SILL AT VENT I 1 111 1, .1 g — I II II 11 II II 6" MAX. HEAD /SILL CORNERS O N 1 1 32 7/8" 0.L OPG. 37 5/8" 11' 1 VENT WIDTH 3.3 1/2" D.L. OPG. 32 7/8" D.L OPG. 37 5/8" VENT WIDTH XOX SIZES UM DESIGN LOAD RATING - PSF OR ASSIZES SHOWN ABOVE OR SMALLER 61699 TYPE 'A' TYPE 'B' GLASS TYPE 'C' GLASS TYPE T EXT.( +) 1st( -) E .(+ ANT.( -) EXT.( +) INT.( -) EXT.( +) 1NT.( -) 80.0 90.0 0 130.0 90.0 90.0 79.0 79.0 LOADS SHOWN ABOVE ARE %FOR METAWC SWEEP LAT OR VENTS WITH SPRING LOADED ALUM LATCHES, MAX. LOADS TO ±(10.0 PSF ADDL. ANCHOR REOD. FOR INSTALLATIONS INTO WOOD STRUCTURES OR THRU WOOD BUCKS INTO MASONRY 111" MAX. FALSE MUNTINS (SURFACE APPLIED) MAY BE USED h m 111: 0 TYPICAL ELEVATION$ WINDOW WIDTH 14 7/8" HEAD SILL:I ,I 11 11 1' pi n! —$ IT n 11 A II 1 11 1 I 11 11 u 11 3_p 111 I I I I 1 'I 11 6" MAX. HEAD /SILL CORNERS 29 1/4" VENT 51011 29 1/4" XOX SIZES MAXIMUM DESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' 61689 TYPE 'B' EXT.( +) 1 NT.( -) EXT.( +) 1 NT.(-) 80.0 90.0 90.0 130.0 ( c�B LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METAWC SWEEP LATCHES LDOT MAX. LOADS TO ±80.0 PSF. NOTE: GLASS CAPACf11ES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS -DEC -219 En9r. JAVAD NOMAD CML FIAGAN. ! 70592 sus ?I‘-"7";2010 VENT WIDTH 1 Dv 0 u PRODUCT REVISED 00 0711113 With Do Florida Building Codo Aco0pnmco No Division Z m tu Q O 6 00 a re 0 LL Q d r (7.004 �ap �m0 Q W el'F 2 0 if a 'm m$ 06 ag 0 2' 9 1 • a • a i drawing no. !. W08 -81 (sheet 2 of 7 1BY WOOD BUCK a• ° • 4 a • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING #10 X 3/8" PH SMS 2 PER CUP vt 1�� �l O -S" , I IIMIAMI -DADE COUNTY APPROVED j1 : I MULLION & MULLION ANCHORS 1 i iISEE SEPARATE NOA 11 1/8' II -1I1 MIN. i TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 4" LONG WIND WAD CUP 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. SEALANTS; TYPICAL ANCHORS; SEE ELEV. FOR SPACING AU. FRAME AND VENT JOINTS AND CONNECTIONS SEALED W(fH 1/4" DIA. ULTRACON BY 'ELCO' (Fu -177 1461, Fy =155 K51) SILICONE OR ACRYUC SEALANT. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES WEEPHOLES' 1 -1/2° MIN. PENETRATION INTO WOOD W1 = 1 -1/4' X 1/4" WEEPHOLES WITH PLASTIC SAFFLE AT 4 -7/8" FROM EACH END AND AT MIDSPAN W2 = 1 -1/4" X 1/4" WEEPHOLES AT 4 -7/8' FROM EACH END AND AT MIDSPAN W3 = 2" LONG WEEP NOTCH AT EACH END W4 = 1' LONG WEEP NOTCH AT 32" FROM EACH END 2' 1.080 SILL CLIP ADAPTER THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -5/8° MIN. EMBED INTO CONC. OR MASONRY 1/4" MKS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 0.105' MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1114 SA1C OR SEI F DRR IN SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, BILL OR JAMBS t'c = 3000 PSI 111N. 0-90 HOLLOW /RULED BLOCK AT JAMBS I'm - 2000 PS1 MN. a • Env: JAVAD AHIJAD CML FUCK c380592 • TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 W2 v o ° TYPICAL ANCHORS 3 PER CLIP PRODUCT es complying with dm 14tside Dublin Cole A=0=001110 C7 7ff-1 CD. "r D1vlsbso drawing no. W08 -81 (shoot 3 of 7 ) XO LAYOUT OX OPPOSITE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING VENTS WITH SPRING LOADED LATCHES DKr JAVAD AHNAD OPAL FLAC.A.NN. 3559 f 4 2.0 10 3 df O vg k drowing no. W08 -81 (sheet 4 of 7 =} sheet 5 of 7 ) 1/4' SHIM MAX. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING o . IRV WR9D BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING • XO LAYOUT OX OPPOSITE TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPR.D MULLION SEE SEPARATE NOA VENTS WITH SWEEP LATCHES Env JAVAD AHMAD RA. PE / 7D9 992 GAt+. ��55 a70UCCRSVtSED msrpiyiao wub 16e Phxida teeSisg Code WINDOW WIDTH EXTERIOR WNDOw WX)TH 1 9 2010 O 5 2 Y'` d S .b, '—S drawing no. W08 -81 0 FRAME HEAD O TOP & BOTTOM RAIL 1.000II 11 u-TD 14 WIND LOAD CUP 0 SILL TRACK 1.000 .125_11_ 1.000 -� 15 MTG. STILE REINF. 0 JAMB STILE 0 MEETING STILE t8 FIX. STILE REINF. 1.298 .849 1.235 .062 12 VENT LATCH 1.375 ITEM PART 8 QUANTITY DESCRIPTION MATERIAL 141114P. /SUPPLIER /REMARKS 1 7M -130 1 FRAME HEAD 8083 -46 - 2 18 -1338 1 FRAME SILL BASE 6063 -76 - 3 1M -134 1 FRAME 5I1J. TOP 8083 -T6 - 4 1M -132 AS REDO. FRAME JAMB - 5EM 6053 -16 - 5 74-131A AS REOD. FRAME JA1.18 - FIXED 6083 -T6 - 6 111-138 2/ VENT TOP AND 801808 RAIL 6063 -76 - 7 711 -139 1/ VENT JAMB STILE 6063 -76 - 8 7M -740 1/ VENT MEETING SOLE 6063 -T6 - 9 111-137 1/ VENT • FIXED STILE (SPRING LOADED LATCH) 6063 -76 - 8A 711-137A 1/ VENT MD STILE (SWEEP LATCH) 6063 -16 - 10 761-138 1 SILL TRACK INSERT 6063 -76 - 11 TM -135 1 SW. CUP ADAPTER. 12- LONG 6063 -76 AT MTG. STILE LOCATION 12 TM -118 1/ VENT SPRING LOADED VENT IATCH. 3-1/8' LONG 6063 -76 AT 810 SPAN 12A - 1/ VENT METALLIC SWEEP LATCH - AT MID SPAN 125 18 X 3/4' 2 /1ATCH SWEEP LATCH MOUNTING SCREWS - EH SPAS 13 TM -141A AS RECO. GLAZING HEAD (LAMINATED GLASS) 6063 -76 - 134 1M -181 AS REDO. GLAZNG BEAD (INSU4 LAM. CLASS) 8083 -76 - 14 7M -154 AS REDO. WIND LOAD CLIP. 4' 1.0NC 8083 -76 - 15 - 1/ STILE• MEEIINO 511LE REINFORCING 6063 -16 - 16 - 2/ STILE FIXED STILE REINFORCING 8083-78 - 17 W31225 AS RECD. FIN SEAL WSTRIPPING (.270- X 220' HIGH) WOOL - 18 9143371 A5 RECD. RN SEAL WSTRIPPING (.187' X .370" HIGH) WOOL - 19 W43201 AS REINS FN SEAL W'STRNRNC (.187" X .200" HIGH) WOOL - 20 P5043 - ADHE5NE BACK CLOSED CELL FOAM - 7/8" X 1/2' X 1 -7/18' LONG 21 - 2/ VENT VENT ROLLER HOUSING & GUIDE PLASTIC AT EACH END 22 ' - - VENT ROLLER/WHEEL BRASS - 23 112 X 1' 2/ CORNER FRAME ASEEMI6 Y SCREWS - *J1. PHILLIPS SMS 24 110 X 1" 2/ CORNER VENT ASSEMBLY SCREWS - P.H. PHILLIPS SOS 25 - 1/ LOCH VENT LATCH SPRING ST. STEEL - 26 831175 AS REOD. FN SEAL W'STRIPRNG (.187' 8 .175' HIGH) WOOL - 27 T4-151 1 SILL RISER 8083 -76 - .435 T—i .602 .183 .923 1.841 FRAME SILL TOP O FIXED STILE (SPRING LATCH) 1.750 O FIXED STILE (SWEEP LATCH) 13 GLAZING BEAD (LAM. GLASS) .040 ,5OU .923_1-7 0 GLAZING BEAD (INSTIL LAM. GLASS) .975 O FRAME JAMB - FIXED . .052 1.919 1.799 .163 8 SILL RISER Enpr. JAYAD AHL*A0 CIVIL FLA. PE 8 70592 C.A.N. 3238 FEB 1 9 2010 PRODUCT REVISED Beam3plyln8 with the Fled& Esitditeg Code Accopasico No - 0.02 4 u iv z zf ce 8G tl et g 4'34 g U 0 n o $ a 0 0 v 0 B S 2 8 a drawing no. W08 -81 (sheet 6 of 7 ASSEMBLY SCREWS EMS. AASSEMBLY SCREWS EMS. FIXED MTG. RAIL TO CORNER (4) #12 • 1 1/4• P11. SYS. ASSEMBLY SCREWS VENT TOP CORNER (2) l ASSEMBLY SCREWS FIXED MTG. RAIL BOTTOM CORNER ,FRAME BOTTOM CORNER A SEMBLY SCREWS VENT BOTTOM CORNER Dqr: AVM MO /AD OWL RA. PEI 70582 CAN. 3538 PRODUCT REVISED m complying with the Florida Daft Cada Aseeplance -us° 04 • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T.M. Window & Door LLC 601 N.W. 12th Ave. Pompano Beach, FL 33609 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.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 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 her ' ed to comply with the Florida Building Code, including the High Velo ' - urricane Zone. DESCRIPTION: Series 15 Outswing Aluminum C msa ee APPROVAL DOC (L.M.I.) ", sheets 1 through !J dow — L.M.I. : Drawing No. W06 -30, titled "Seri 515 Aluminum Casement Window ted 04/14/06 with re ' ' dated 08/27/09, prepared by AI Farooq Corporation, signed and sealed by Arshad Viqar, P.E., bearin: the Miami Dade County Product Control Revision stamp with the Notice of Acceptanc - .... - r and expiration 'r . - by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: La e and Small Missile Impact Resistant LABELING: Each unit shall bear a n . -1 with the manufacturer' . , a 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 # 08- 0506.11 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 APPROVED NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 Page 1 T.M. Window & Door 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 C dated 08/27/09, prepared by Al- Farooq Corporation, signed and sealed by Arshad Viqar, 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) E -1 Man . 1 Pe z, P.E. Product Contro - miner NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 T.M. Window & Door 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. Complies with ASTM E1300 -98/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for their "Saflex IIIG Clear or colored interlayer" dated 05/04/06, expiring on 05/21/11. 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. 09- 0310.02 issued to Cytec Industries, Inc. for their "Uvekol S Laminated Glass Interlayer", dated 04/02/09, expiring on 02/08/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 25, 2009, signed and sealed by Arshad Viqar, 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. 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. G. OTHERS 1. Notice of Acceptance No. 08- 0506.11, issued to T.M. Window & Door LLC for their Series "515" Outswing Aluminum Casement Window — L.M.I., approved on 06/05/08 and expiring on 05/01/13. Manuel Pe .E. Product Control - er NOA No. 09- 1015.02 Expiration Date: May 01, 2013 Approval Date: January 27, 2010 E -2 SURFACE APPLIED FALSE MUNTINS OPTIONAL SNUBBERS (2) FOR WDW. HT. UPTO 48' (.3) FOR WOW. NT. UPTO 72' 37' WINDOW WIDTH 35' VENT WIDTH CONCEALED HINGE 72 1/4' D.L. OPG. WIDTH BUTT HINGES AT SASH (2) FOR WOW. HT. UPTO 45' (3) FOR WDW. HT. UPTO 72' 4' MAX. HEAD /SILL CORNERS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUIILNS 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 14 3/8' MAX. HEAD SILL SINGLE VENT WDW, 4' MAX. HEAD /SILL CORNERS O,L. OPENING$ DLO HT. WOW. HT - 7.5' DLO W. (SINGLE VENT) • WDW. W - 7' DLO W. (DUAL VENT) WOW. W/2 - 6.125' 14 3/8' MAX, e' HEAD SILL DUAL VENT WDW LOCKS AT SASH (2) FOR WDW. HT. UPTO 48' (3) FOR WOW. HT. UPTO 72' LAMINATED GLASS LARGE MISSILE IMPACT Env: ARSHAD MAR CIVIL FLIT. PE / 38883 G.A.N. 3538 AUG 3 1 2009 0 a 0 U L. 0 0 n' m$�77? a - e vo 0 <mu c if 1v_ ■ —s drawing no. W06 -30 sheet 1 of 6 ) • DESIGN LOAD CAPACITY - PSF FOR ( X ) SEES VINDOI DIMS. GLASS TYPE 'C' GLASS TYPES B'. 'D & WIDTH HEIGHT Exr.( +) 1NT.( -) ExT.( +) 1NT.( -) 19 -1/8' 26 -1/2' 37' 26' (2) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 19 -1/8' 26 -1/2' 37' 38 -3/8' (3) 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 19 -1/8' 26 -1/2" 37' 19 -1/8" 26 -1/2" 37' 50 -5/8 (4) 63 (5) 62.0 62.0 80.0 80.0 62.0 82.0 62.0 62.0 ✓. 80.0 80.0 80.0 80.0 A 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 19 -1/8' 26 -1/2' 74 -1/4' (6) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 so" 74- 1/4'(6) 62.0 62.0 80.0 80.0 18" 24" 30' s6" 24" (2) 82.0 62.0 80.0 80.0 82.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 18" 24" 30' 36' 35' (3) 62.0 62.0 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 18" 24° 30" 38" 48' (4) 62.0 62.0 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 18" 24" 30' 36" (5) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 60.0 80.0 62.0 62.0 80.0 80.0 18' 24' 30' 36' 63" (5) 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 18" 24' 30" 36" 72" (6) 62.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 37' 72' (8) 62.0 62.0 80.0 80.0 () o N0. OF ANCHORS PER JAMB WINDOW W. WINDOW WIDTH A x xx APPROVED CONFIGURATIONS DESIGN LOAD CAPACITY - PSF FOR ( XX ) SIZES WINDOW DIMS. GLASS TYPE 'C' GLASS TYPES 'D & 'E' WIDTH HEIGHT ExT.( +) 1NT.(-) E0T.( +) 1NT.( -) 26 -1/2" 37' 53 -1/8' 74' 26" (2) 62.0 62.0 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 28 -1/2' 37' 53 -1/8' 74' 38 -3/8' (3) 62.0 62.0 60.0 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 26 -1/2' 37" 53 -1/8" 74" 50 -5/8' (4) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 82.0 80.0 80.0 26 -1/2' 37" 53 -1/8" 74' 63" (5) 82.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 62.0 67.9 67.9 48.8 48.8 48.8 48.8 26 -1/2' 37' 53 -1/8° 74' 72' (6) 62.0 62.0 80.0 80.0 82.0 82.0 85.4 65.4 45.5 45.5 45.5 45.5 32.7 32.7 32.7 32.7 24" 38" 48' 80' 72" 24" (2) 62.0 62.0 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 62.0 62.0 80.0 80.0 24' 36' 48" 60" 72" 38' (3) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 24' 38' 48" 60" 72' 48" (4) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 .80.0 82.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 24' 36' 48' 80' 72' 60' 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 82.0 62.0 89.6 69.8 58.0 58.0 58.0 58.0 24' 38' 48' 80' 72' 63° (5) 62.0 62.0 80.0 80.0 62.0 62.0 80.0 80.0 62.0 62.0 75.2 75.2 60.2 60.2 60.2 60.2 50.1 50.1 50.1 50.1 24" 38' 48" 60" 72" 72" (8) 62.0 62.0 80.0 80.0 62.0 82.0 67.2 67.2 50.4 504 50.4 50.4 40.3 40.3 40.3 40.3 33.6 33.6 33.6 33.6 () '- N0. OF ANCHORS PER JAMB SIUCONE DOW CORNING 995 TREMCO TREMGLAZE 500 3/16" AWN. GLASS .015" URETHANE ADHESIVE .070' INTERLAYER 'SAF -GLAS' POLYCARBONATE .015' URETHANE ADHESIVE 3/16° ANN. GLASS SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'B' SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 3/16" HEAT STREMO GLASS 120' INTERLAYER UVEKOL-U0 RESW 3/16" HEAT MEWL) GLASS SILICONE DOW CORNING 995 TREMCO 000 01A20 500 GLASS TYPE '0' GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 SUCONE 00W CORNING 995 ' TREMCO 000901AZE 500 3/16° ANN. GLASS 120' INTERLAYER UVEKOL -U0 RESIN 3/16 ANN. GLASS b SILICONE DOW CORNING 995 TREMCO TREMGLAZE 500 GLASS TYPE 'C' GLASS TYPE 'E' Eagr: ARSHAD NOAR FLA. PE COAAL 3g� CAN. 35387 BW AUG 3 1 2009 PRODUCT REPINED as mown with 184 Fbridv addict Cade Baelretiss Onto V z 0 me gg 0 L. Oti o ES 515 ALUMINUM CASEMENT 8 0- v0 00 S1 drawing no. W06-30 IeY WOOD BUCK ea a d TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 u 0 .• ra Iivir— ut,I • II raw 4 < a TYPCAL ANCHORS SEE ELEV. FOR SPACING 4 BUTT HINGE OPTION TYPICAL ANCHORS SEE ELEVS. FOR SPACING 'METAL STRUCTURE o ° IBY WOOD BUCK 11 1YPPCAL ANCHORS SEE ELEV. FOR SPACING CONCEALED HINGE OPTION MIAMI —DADE COUNTY APPROVED MULLION Sr 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 ELEV. FOR SPACING ���JJJ 1/4" DIA. ULTRACON BY 'ELCO' (Fum177 HSI, Fy-155 HSI) /,INTO 2BY WOOD BUCKS OR WOOD STRUCTURES J 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 914 SMS OR SELF DRILLING SCREW5 (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY a 1 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE 1/2" MIN. CONCRETE AT HEAD, SILL OR JAMBS Pc 3000 PSI MIN. C -90 HOLLOW /FRLED BLOCK AT JAMBS I'm m 2000 P51 MIN. SEALANTS; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Engr: ARC MAR FLA AN. � PE Y 31863 C6JB AUG 31 2099 PRODUCT REVISED =tamable' with We PlwM" Ranh% Coda pig Dale ...i71G. z oilio 0 'c° d drawing no. W06 -30`. (sheet 3 of 6 CHORS FOR SPACING li,• 1z O D.L.OPG. EXTERIOR • 0® VENT WIDTH WINDOW WIDTH WINDOW WIDTH SINGLE VENT WINDOWS (BIm HINGE OPTION) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4• SHIM 1/4' MAX. SHIMS MIAMI -DADE COUNTY APPR.D MULLION SEE SEPARATE NOA ORS FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 28Y WOOD K OR W000 STRUCTURE 1BY WOOD BUCKS 1/4• MAX. SHIM SINGLE VENT WINDOWS (CONCEALED HOSE OPTION) EXTERIOR WINDOW WIDTH 1 /4' MAX. 1BY WOOD BUCKS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: ARSIWD HOAR CIVIL FLA. PE i 38883 CAN. 3938 PRODUCT MEVIMGD eseasaplyleg Witham 113ektise Cede lisishredes Deb TYPICAL ANHORS SEEFLEV FOR SPACING DUAL VENT WINDOWS AUG 3 1 2009 (sheet 4 of 6 ) 18 IlY 7 D'L O®' EXTERIOR VENT WIDTH WINDOW WIDTH 1/4• MAX. SHIM SINGLE VENT WINDOWS (CONCEALED HOSE OPTION) EXTERIOR WINDOW WIDTH 1 /4' MAX. 1BY WOOD BUCKS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: ARSIWD HOAR CIVIL FLA. PE i 38883 CAN. 3938 PRODUCT MEVIMGD eseasaplyleg Witham 113ektise Cede lisishredes Deb TYPICAL ANHORS SEEFLEV FOR SPACING DUAL VENT WINDOWS AUG 3 1 2009 (sheet 4 of 6 ) 0 FRAME VENT rI« 1.182 8 I .545 .500 .D� as .595 0 GLAZING BEAD 500 .500 in- b11�.062 0 GLAZING TUBE 0 IMPOST ITEM PART 8 OUANTTFY DESCRIPTION MATERIAL MANF. /SUPPUER/REMARKS 1 GW37528 4 FRAME 6063 -76 - 2 GW37526 4 VENT 6063 -76 - -. 3 GW37524 1 IMPOST 6063 -T6 - 4 TM145 AS REOD. GLAZING BEAD 6063 -16 - _ 4A - AS REGD. GLAZING TUBE 6063 -16 - 5 /10 X 1-1/4" 2/ CORNER FRAME/VENT ASSEMBLY SCREWS ST. STEEL PH SATS 6 SW27713 - CORNER KEY ALUMINUM - 7 - - CORNER KEY (3 X 1 X .062" CHEVRON) ALUMNUM - 8 - - CORNER KEY (3 X 11/18 X .062' CHEVRON) ALUMINUM - 9 - - CORNER KEY (3 X 1-3/8" X .041" CHEVRON) ALUMINUM - 10 2230 AS REGD. FRAME & VENT WiRLPPNG FNSEAL - 11 6837521 AS REGD. BUTT HINGE INTERIOR (FASTENED W/ (3) #10 X 3/8" PH SMS) ALUMINUM - 12 0837522 AS RE00. BUTT HINGE EXTERIOR (FASTENED W/ (2) /10 X 3/8" PH 5M5) ALUMINUM - 13 23 -65 -32 - ROTO OPERATOR (FASTENED W/ (4) ®10 X 3/8" PH SMS) - TRUTH 14 24 -11 -32 AS RECD. LEVER TYPE CAM LOCK (FASTENED W/ (2) 010 X 3/8" PH 5M5) - - 15 21089 - STRIKE KEEPER (FASTENED W/ (4) g8 X 1/Y TH SMS) - TRUTH 16 30238 AS REGD. KEEPER (FASTENED W/ (2) 910 0 3/8" PH WS) - - 17 300 SERIES 2/ VENT 3 BAR CONCEALED HINGE (FASTENED W/ (2) #10 X 3/8' PH SMS) ST. STEEL AT SASH TOP & BOTTOM 18 98001/58002 3/ VENT 4' LONG SNUBBER (FASTENED WITH (2) 08 X 1/2" HEX 14 SD SCREWS) ZINC AT HINGE RNL 0 r- -1.978 T 1.978 L .125 CORNER KEY 3.496 1.375 2. 21 � {� 2•121 0 CORNER KEYS 1.375 &Kr: ARSy HOAR F CA. N. 3538 Z Q g �WIL >S= =U g w. Nm z° a535! l '00 00_ 0 n v 6 8 1 D 8 O O g C ,S. drowing no. W06 -30 (sheet 5 of 6 IMPOST CORNERS tngn ARSOD VICAR FLA. Pt C.A.P. 3838 '4 gl LC °M8 r.d WI. c m 0 Q 0 v 8 m4$$ o °oo� E. o a m c 3 1 8 drawing no. W06 -30 sheet 6 of 6 CO(. BUILDING Ap1D NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) 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. miamidademov /haiidine/home/astt PGT Industries 1070 Technology Drive, Nokomis, F1.34275 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 BNC - 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. BNC 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 - designed to comply with the Florida Building Code, including the High Velocity H DESCRIPTION: PGT S I; e APPROVAL DOCUME 18 of.18, prepared by manufacturer, Miller, P.E., bearing the Miami -Dade Cou and approval date by the Miami -Dade Coun ries Aluminum Clipped Mullion -L. • Drawing No. 6262JR, titled "I 4 r- act-Resistant Aluminum Mullion ", sheets 1 through /06_ /11, signed and sealed by Anthony L. 'th the Notice of Acceptance number revised on Product Control Approval stamp Product Control Section. MISSILE IMPACT RATING: Large and S 'site Impact Resistant Limitations: 1. See Design Pressure (DP) Ratings per tables sheets 5 thru 18 (mullion type, span, opening and clips) 2. See applicable anchors, installation, limitations and mullion attachment to the substrates per sheet 1 thru 4. 3. DP ratings are based on mullion loading types selected and approved Fenestration Products contribution. 4. Lower DP of mullions or Fenestration products shall control for the entire system. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 10- 0819.05 Expiration Date: May 26 , 2016 Approval Date: May 26, 2011 Page 1 POT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 6262JR, titled "Impact- Resistant Aluminum Mullion ", sheets 1 through 18 of 18, prepared by manufacturer, dated 12/13/10 and last revised on 05/06/11, signed and sealed by Anthony L. Miller, P.E. 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 Clipped Aluminum Mullions, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL. 6443 (samples A -1 thru E- 1), dated 02- 28 -11, signed and sealed by Marlin D. Brinson, P. E. (The above test report has an addendum letter dated 05- 05 -11, issued by FTL, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by PGT, dated 08/13/10, 01/04/11 and last revised on 05- 06 -11, signed and sealed by Anthony L. Miller, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by PGT, dated 03/14/11, signed and sealed by Anthony L. Miller, P.E. 2. Statement letter of lab compliance, as part of above test report. G. OTHER I. Test proposal # 10- 1070 -R, dated 01/07/11 approved by BNC. E -1 l4iv1/4� 1.1.14e0"1 -- Ishaq I. Chanda, P.E. Product Control Examiner NOA No 10- 0819.05 Expiration Date: May 26, 2016 Approval Date: May 26, 2011 SUITABLE FOR ALL LOCATIONS REQUIRING NON - IMPACT OR LARGE' AND SMALL MISSILE IMPACT.RESISTANT PRODUCTS FIGURE 1: MULTIPLE MULLIONS SEE DETAILS ATHRU G SHEETS 23 OPENING FOR VERTICAL MULL SEE DETAILS A- D,G,H: SHEET823 ARCHES TO BE INSCRIBED INSIDE REOTANOULAR SHAPE 1 SEE DETAILS ATHRUt,T SHEETS 2-3 MULL LENGTH G FOR HORIZONTAL SEE DETAIL E. SHEET3 HORIZONTAL MULL LENGTH SEE DETAILS SHEETS 2-3 HORIZONTAL MULL LENGTH - ' .ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: LMULL FENESTRATION PRODUCTS MAY BE OF ANY TYPE MUST BE MANUFACTURED BY POT. r —HORR. MULL LENGTH -01 SINGLE MULLION SINGLE MUWON SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE. OPEN2 I_ OPENING FOR VERTICAL MULL FOR VERTICAL MULL MULTIPLE MULUONS GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MUWON ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION 1S UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED. MUST 88 ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. 2) THE TYPE AND NUMBER OF ANCHORS I8 CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLS HAVE BEEN TESTED AS TREE- FLOATING° AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULL CUPS. 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULUONS ARE CALCULATED TO DEFLECT NO MORE THAN L/180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. THE CENTER- TO•CENTER HOLE DISTANCE IN MULL CUPS HAVE BEEN SPACED TO ALLOW FOR THE FULL ANCHOR LOAD. 4) THE MULLIONS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 2007 EDITION, SECTION 1628. MULLIONS ARE APPROVED FOR IMPACT AND NON - IMPACT APPUCATIONS AND ARE IN COMPLIANCE FOR USE IN THE HVHZ. MULLIONS ARE ONLY TO BE USED WITH PGTAPPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 5) PROPER SEALING OF ENTIRE ASSEMBLY 18 THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 6) USE THE COMBINED SPAN OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 18. FOR MULTIPLE UNITS, CONSIDER ONLY TWO ADJACENT UNITS AT A TIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. 7) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). 8) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. 0) REFERENCE: TEST REPORTS: FTL-6443; ELCO ULTRACON/CRETEFLEX NOA'S; ANSUAF&PA NDS-2005 FOR WOOD CONSTRUCTION; ADM -2006 ALUMINUM DESIGN MANUAL INSTRUCTIONS: 1) DETERMINE DESIGN PRESSURE REQUIREMENT FOR THE STRUCTURE. 2) DETERMINE THE DESIGN PRESSURE FOR THE MULLION USING THE ENCLOSED TABLES. THIS DESIGN PRESSURE MUST MEET OR EXCEED THE VALUE FROM STEP 1. IF DIFFERENT MULLION TYPES ARE USED IN AN ASSEMBLY, MULTIPLE TABLES WILL NEED TO BE EVALUATED. FOR MULTIPLE MULLIONS, THE LOWEST DESIGN PRESSURE SHALL APPLY TO ALL MULLIONS. 3) DESIGN PRESSURE FROM STEP 2 REQUIRES THAT THE PRODUCT BE INSTALLED IN ACCORDANCE WITH THIS SHEETSET. 4) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MUWONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. SEE EXAMPLES ON SHEET 18, GENERAL. NOTES - ..- .._.»» . » 1 INSTRUCT ONB_�....»...............» 1 ELEVATIONS ..»....».:: » »......_.....» 1 MULLTO 2X WOOD..... » ».....».....» 2 MULL TO 1X 8 MASONRY....--- 2 INSTALLATION NOTES._......_.„_ 2 MULL TO MASONRY 3 MULL. TO STEEL STUD................... 3 MULL TO MULL..».. » ».........__».».3 ALTERNATATE CL.d'8._.».. -__._4 BAY MULL INSTAUATION......_._ 4 1 X 2 X .128 NULL SPECS— .. ».......8 1 X2X.376 MULL SPECS «..........»8 1 X278X.378MULLSPL-CB......._7 1 X 2.78 X .88 MULL SPECS..—..... »8 1 X 3.126 X .6OO MULL SPECS»....» 128 X 3.188 X 288 MULL SPECS...10 1 X 4 X.128 MULL SPECS_...... -._ 11 1 X 4 X.378 MULL SPECS._. ».......12 2X4X2S MULL SPECS_.........«..13 2X 8 X 26 MULL SPECS........— .....14 128X 2.11 X .128 MILL SPECS.. -18 30' X 328 BAY MULL SPECS......... 18 46' X 328 BAY MULL SPECS...—. 17 EXAMPLES 1 8 2. ... . .....».»._.. 18 Approved to emptying with tart F1wile king Code Date NOA® &- 81Laml Dale Nutted Dp is l �LAkL DETAIL A: MULLION TO 2X WOOD BUCK OR WOOD FRAMING DETAIL B: MULLION ATTACHED TO 'IX WOOD BUCK AND MASONRY MULLION TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, SHEETS EITHER THE ISTANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS METHOD. • n coNcRereoR ow • .` MIN 2.7 KSI * SEE TABLE B. EDGE DISTANCE SHEET 3 FOR MASONRY ANCHORS EXTERIOR TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, SHEET 8 EDGEIEND DISTANCE SEE TABLE B, SHEET 3 TYR ANCHOR PER suBsTRATE, SEE TABLE 8, SHEET 8 MIN 2.7 BSI CONCRETE OR Chile FRONT VIEW TABLE A, PARTS INSTALLATION NOTES: 1) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON ANCHOR OR ELCO 1/4° CRETE-FLEX MASONRY ANCHORS PER TABLE B, SHEET 3. 2) FOR WOOD OR METAL APPLICATIONS USE ANCHORS PER TABLES, SHEET 3. 3) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR INTERIOR CUP MAY BE USED 8) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. THE ANCHOR HOLES IN THE STANDARD AND OFFSET MULL CLIP MAY BE COUNTERSUNK MIN 2.7 KSI CONCRETE OR CM FRONT VIEW WI CiImention POT Patti. MuMen Standard Clip Offset 011p u.ciiannei 1 X2X.125 68605 888113M 8881118M 688243M 1 X2 X.375 686008 68811461 8681113M 866244)8 1 X2.75 X.375 88807 668116)8 8861120M 668245)8 1 X2.75 X.65 88808 668118M 6881121M 888248M 1 X3.125 X.600 6883711 6681116M 6861114M 56824M 1.25 X3.188 X .285 86841M 6881117M 6861113M 56824M 1 X4X.125 68384 668111M 6881122M 86824161 1 X4X.375 68810 68112M 8861123M 888242M 2X4X.25 66802 666281M N/A 668271M 2XBX.25 88604 68628261 WA 1.28 X2.11 X.125 89370 888323M N/A NIA 30 Degree 88649 888324M NA WA 48 Degree 66660 6883253) NA N/A SIDE VIEW EITHER THE STANDARD OR OFFSET MULL CUP MAY BE INSTALLED BY THIS 2 3 5 0 88 11; 1 L 1 0 5 =Tip. Cid. 1.4 44, Jeri Nt3h6 0-431$/f.6.1 Stlual Dade Amami Comet „ Icskrol %11111/1,, „ • ‘‘,.%\*I .41 •c+s'.0 eeeeeee * ••• * N0, 58705 • .. ........ '',7,9,6:/ONAL*■:%'s A LWAIMILI.*__ P.E. FL P.E.# 68705 DETAIL C: MULLION DIRECTLY ATTACHED TO MASONRY STRUCTURE MULLION EITHER THE STANDARD OR OFFSET MUU. CUP MAYBE INSTALLED BY THIS METHOD. TYP. ANCHOR PER SUBSTRATE, BEE TABLE B, THIS SHEET EDGE DISTANCE FOR W$ONRY ANCHORS EXTERIOR F. -4 MIN.-.4 MIN 27 HSI CONCRETEOR CMU FRONT VIEW TABLE 5, ANCHORS TYP. ANCHOR PER SUBSTRATE, SEE TABLES, THIS SHEET • EDGE .. 6_4._DISTANCE SEE TABLE B. MIN 27 KM CONCRETE OR CMU THIS BHEET SIDE VIEW # Substrate Anchor Minimum Embedment Min. Edge Distance A Concrete (min. 2.7 kei) 114" Elco UltraCon 1-3/8" 2 -1/2° Concrete (min. 3.35 ksi) 1/4° Elco Crete -Flex SS4 1-3/4° 2 -1/2" Urgrouted CMU (ASTM C•90) 1/4° EICO UltraCon 1 -1/4" 2 -1/2" 1/4" EIco Crete -Flex SS4 1 -1/4" 2 -1/2° B Concrete (min. 2.7 kei) 1/4" Elco UttWCon 1.3/8° . 1" Concrete (min. 3.35 kW) 1/4" Elan Crete -Flex SS4 1 -3/4" 1" Ungrouted CMU (ASTM 0410) 1/4" Elco UltraCon 1 -1/4" 1° 1/4° Elco Crete -Flex 8S4 1 -1/4" 1-3/4° C P.T. Southern Pine #12 Sheet Metal Screw (08) 1-3/8° 3/4" 1/4" Elm UttreCon 1-3/8" 1" 1/4° Moo Crete -Flex 884 1.3/4" 1" Aluminum, 8083-T5 412 Sheet Metal Screw (05) 0.125° 12° Steel Stud, Or. 33 412 Sheet Metal Screw (05) 18ga (0.0481 1/2" A36 Steel 612 Sheet Metal Screw (05) 18ge (0.0481 1/2" DETAIL E: MULLION TO MULLION INTERSECTION NOTES: 1) MAY BE INSTALLED IN "TEE° OR "CROSS' INTERSECTIONS. 2) MAY BE INSTALLED HORIZONTALLY (SHOWN) OR VERTICALLY. 3) SEE INTERSECTION CUP DRAWINGS, SHEETS 5-14 FOR CORRESPONDING MULLION AND ANCHOR QUANTITIES. FRONT VIEW DETAIL D: MULLION ATTACHED TO STEEL STUD SEE SHEETS 5.17 FOR HOLE LOCH GENE DISTANCE BEE TABLE B. THIS SHEET NOTES: 1) FOR 2X WOOD - BACKED STEEL STUDS, SIDS E VIEW WOOD ANCHOR VALUES MAY BE USED. 2) SEE CORRESPONDING MULLION TABLES, SHEETS 5-17, FOR QUANTITY OF SCREWS. SEE SHEETS 5-17 FOR HOLE LOCATIONS FRONT VIEW FOR STEEL STUDS THINNER THAN 1S GA AND COMPLIANT WITH THE FL BUILDING CODE, A9r WOOD BACKER MUST USED. ATTACHMENT BY OTHERS. USE WOOD ANCHOR SPECS .. EDGE DISTANCE SEE TABLE 5, SHEET / . SIDE VIEW 0 3 2 • a m 0 1 M 1 1 ai j o_ 5 15� es A �n. tb� eads+ IM ...,.,: Cade - DeOe • WAA f.1SI:7 ' Maud Dade Protium D91441iltu•I jr 414- `+CP . LYNN di ' dr • too, 58705 • %11.•� •••.,FCORIlP / 1;9ss A. LYNN MICR, P.E. FL P.E,# 59705 DETAIL F: FIELD - MODIFIED MULLION CLIP 8EE DETAILS A-E, SHEETS 2AND 8 FOR INSTALLATION TO SPECIFIC SUBSTRATES. DETAIL G: ANGLE MULLION CLIP MULLION SIDE VIEW BEE SHEETS 8-17 FOR HOLE LOCATIONS STANDARD MULLION CLIP MODIFIED TO FR FIELD CONDmoNB. O O O i TOP MEW SEE SHEETS 617 FOR HOLE LOCATIONS T(P.ANCHOR /--PER SUBSTRATE, or SEE TABLES. SHEET MULLION DETAIL H: BAY MULLION INSTALLATION 30.0R48' BAY MULL O O O rxrX.125 ANGLE CUP, 2 PER MULLION N END, MUST BE INSTALLED INSIDE OF MUM. TOP VIEW SEE SHEETS 8-17 FOR HOLE LOCATIONS TYP.ANC4OR • r--PER SEE TABLES SHEET EXTERIOR ANGIrECLIP, 2 PER MUWON END, MUST BE INSTALLED INSIDE OF BAY MULL. TYP. ANCHOR PER SUBSTRATE, SEE TABLE B, SHEETS EDGE DISTANCE SEE TABLE B. SHEET 3 O 5 a 6 1 re tD 2 3 1 1 INTO CONCRETEICMU EXTERIOR EXTERIOR MIN. 1.00• EXTERIOR HOLES TO BE DRILLED IN- FIELD, SEE SHEETS 8-17 FOR HOLE LOCATIONS. a DESIGN PRESSURE • LIMITED EDGE DISTANCE —SEE TABLE B, SHEETS INTO CONCRETEJCMU INTO WDOIXSTEEUAL HOLES TO BE DRILLED !MELD, SEE SHEETS 847 FOR HOLE LOCATION& EDGE DISTANCE SEE TABLE 8, SHEET3 ECG SEE MIN.I.OD' MOJ..878 ANCHOR OSTANCEE DISTANCE _ I MASONRY TABLE B, 2 SEE TABLE B, - SHEET SHEET NOTES FOR INSTALLATION OPTIONS F AND 0: 1) DETAILS F1, 01 AND 02 IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN THE FULL DP OF THAT MULLION MAY BE USED, PROVIDED THAT THE OVERALL SYSTEM DESIGN PRESSURE REQUIREMENTS ARE MET. 2) DETAIL F2 IF ALL ANCHOR LIMITATIONS FROM THIS SHEETSET ARE MET, THEN HALF OF THE DESIGN PRESSURE OF THAT MUWON MAY BE USED. 3) DETAILS F1. F2, 01, AND 02 ARE NOT APPUCABLE TO THE 2X4, 2X8 OR BAY MUWON. 4) SEE SHEETS 5-12 FOR CORRESPONDING MUWON AND ANCHOR QUANTITIES: EXTERIOR HOLES TO BE DRILLED IN- FIELD, SEE SHEETS 847 FOR HOLE LOCATIONS. MASONRY ANCHOR INTO CO MASONRY ANCHOR NOTES FOR INSTALLATION OPTION It 1) USE 2 ANGLE CUPS PER MULLION END. CLIP MUST BE INSERTED INSIDE OF MULLION. 2) SEE CORRESPONDING MULLION TABLES, MEETS 18 & 17, FOR QUANTITY OF SCREWS. 1" X 2" X .125" TUBE MULLION AND CLIP MULLION 808378 ALUM. *SECTION MIN..3717 STANDARD CLIP 8083 -T8 ALUM. TOPVIEW 00,1 6.wo• INTERSECTION UCNANNEL CUP 808348 ALUM. TOPVIEW 1 ,6�p• 4760° I 6010, 2 7 1.086' x.378' 1.126° 1 8312• 1 STANDARD CUP 808378 N tom 2.000' MIN..378• OFFSET CLIP 6033- T6ALUM. TOPVIEW F I � *SECTION f-.1.000,1 125' EXTERIOR ALWAYS USE 2 SCREWS PER CUP INTERSECTION U.CHANNEL CLIP 6083 -T6 ALUM. *SECTION USED IN MULL IONS ONLY -y I -.126• INTERSECT - j�L j1. .128°J •746' )■- TABLE 1B TABLE 1A 1x2o.125 Alum. Tubs Munkm 1 4210 Rectangular Lending Denlgn Premise (lbal#) Opening Ster50a1 or Horizuniol) 1ratar 8010 18010 12010 4861 50.82510 841n 80 10 62 e2 82 63 83 83 0000001200000® ®®© C11:1012 43 43 EICIL1 E 83 63 CI 43 43 pppp© 32 28 28 mEILIE®©©m12m1:11111E1 12121:113131:11113 38 30 Ell3E1 23 28 23 MI®®©mEUICIE1m © 27 © 22 22 22 EICIE1m®mmmm El 23 E1m113mm ®EImm 27 27 33 33 33 83 In 68 In 721n 7810 78In DUD 23 NOTE: THE ROW HEADING °8 OF ANCHORS° ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1 x 2 x .126 TrUngularlTrapezo6611 Landes Design Promos (Male) Alm. Tubs Opening (0616osi or96420n1a1) Mullion Be in 601,1 8011 1201n 14010 - 18061 A B C A BC A 0 0 8 0 C A B C A B C A BC A 8 C B C 001Aeahotn Ell Ell El ® Ell Ell © ©•31 Ell ©o ©©131© Ell o EVEN El Ell Ell El ®©IIIIE 42In 180 130 130 116 118 116 108 188 108 104 104 104 104 104 104 104 104 104 104 104 104 104 104. 104 104 164 104 4810 84 84 64 78 79 73 87 87 87 63 83 83 81 81 81 61 81 81 81 81 81 81 81 61 61 81 81 60.82510 71 71 ® 82 62 82 68 88 588 62 82 82 54 80 TA 49 46 49 46 49 49 49 48 48 '45 48 45 b 54 N 57 57 87 50 80 80 46 45 41 41 41 36 38 36 38 36 366 38 33 3$ 38 38 38 83 88 38 1 801n 41 41 41 38 38 35 32 32 32 26 26 25 27 27 27 28 26 28 26 26 25 25 26 28 28 26 28 821n 36 38 36 30 30 30 27 27 27 24 24 24 23 23 29 22 22 22 21 21 21 21 21 21 21 21 21 68 In S7 31 31 28 28 28 23 23 23 21 21 21 16 19 16 16 16 18 17 17 17 17 17 17 17 17 17 721n 23 23 20 20 20 17 17 17 18 16 18 m 16 16 i 7810 20 20 20 17 17 17 15 18 18 - 78I 18 18 18 15 15 16 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTION AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 1B). FOR FENESTRATION PRODUCTS WHERE NOT AU. FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 1A). ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU •0RU•• INTO WOOD/STEEL/AL. 1'•11II•1 X 82 10 a J 1 1 A B5d'._ MUmi bxtlz Fgrie<KC,en� X1111111114,, � �� N� 1r • * • No58705 • • tdkiner irg."- ' •' i •.fCOR OP A. LYNSII fiil P.E. FL P.E.# 68705 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTION AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 1B). FOR FENESTRATION PRODUCTS WHERE NOT AU. FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 1A). ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU •0RU•• INTO WOOD/STEEL/AL. 1'•11II•1 X 82 10 a J 1 1 A B5d'._ MUmi bxtlz Fgrie<KC,en� X1111111114,, � �� N� 1r • * • No58705 • • tdkiner irg."- ' •' i •.fCOR OP A. LYNSII fiil P.E. FL P.E.# 68705 • 10 X 2° X .675° TUBE MULLION AND CLIP 68N 270" STANDARD CLIP 608378 ALUM. TOPVIEW MULLION 805348 ALUM. X-SECTION ALWAYS USE 2 SCREWS PER CLIP 0•�• INTERSECTION 2.8211. 426 EL 0' MIN. U- CHANNCLIP 1.023' .2767 806378 ALUM. •0212' EXTERIOR USED IN MULL INTERSECT- IONS ONLY -.120' TABLE 2B TABLE 2A 1 a 211 .375 Alum. Tube Mullion Raefan89lar Loading Ded8n Pressurs (67elft! Opening (YarU7al or Horismnhq 1.126• —I 3707 •0212' EXTERIOR USED IN MULL INTERSECT- IONS ONLY -.120' TABLE 2B TABLE 2A 1 a 211 .375 Alum. Tube Mullion Raefan89lar Loading Ded8n Pressurs (67elft! Opening (YarU7al or Horismnhq 80In 60 in 6310 MUNE =EMI r'.:: 140 In MILZIEll CA BC Author end eu19106619p8 990 Teble B Anchor S u b > d m t o T y p e , A Wm TOD B C A D C A B C A BC C A E I C A BC D BC D A B BC '=©©131113©10 42In 1 110 97 119 108 e1 108 © 99 ©0 69 89 © 88 ©0 01 a ©0LI©©M1© 79 64 79 71 49 71 69 ©1:1® 40 89 61 ©1131©011011 as 61 44 30 44 t. 48In 101 85 101 82 71 B2 89 81 89 60 83 60 83 47 89 48 42 48 40 35 40 30 30 34 30 27 30 80.6801 811 61 68 70 87 70 69 8 8 51 50 51 45 45 45 41 40 41 34 34 34 29 8 8 8 25 25 64 N 72 72 72 8 68 88 48 48 48 42 42 42 37 37 37 93 33 33 8 28 26 24 24 24 21 21 21 60 8 CI ea 69 60 86 80 so 60 .Bo 6411 03 83 63 81 81 81 8 79 18 9 07 18 18 18 5367 45 48 48 37 37 37 32 32 32 9 27 9 2402.1 87 87 021 21 18 8 61 18 18 .16 47 47 8811 40 40 40 33 33 ' 33 8 8 28 24 24 24 21 21 21 19 19 19 18 18 0 44 `'"'• ,_ ": 72 In 31 91 31 29 28 8 21 21 21 18 15 18 16 8 18 33 ;.,f 60 d ri 78111 9 9 9 22 22 22 18 16 16 18 18 16 30 , 8 8 78111 8 8 25 20 20 20 17 17 17 16 18 18 29 NOTE: THE ROW HEADING # OF ANCHORS" ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 1 :2=.976 Atom. Tube Mullioan Toannular7Trepemidal Loading Design Prsoom3 (Mate) Op9dn9 (50,BOal of Hmi ontaI 130111 90 In Author end eu19106619p8 990 Teble B A BC A B 0 A 9 0 A D C A DC A B D A D C A BC A BC 6 I83 1 iii 801Am17Ba© 421n 170 KE IO Ell © Ell ©I ©E1 ©©El ©©KE ©EN ICI Ell ©D Ell I © III © ©1113 138 170 170 18 170 170 119 170 188 118 133 189 118 189 188 118 168 169 118 189 189 118 168 166 118 188 4611 136 115 158 119 109 119 109 03 109 103 91 103 100 61 100 99 89 69 89 82 00 99 59 99 68 63 66 5092311 115 107 115 160 e8 100 00 88 60 88 e9 e8 •81 e1 61 eo 60 8 CI ea 69 60 86 80 so 60 .Bo 6411 03 83 63 81 81 81 79 79 73 9 07 87 84 64 84 82 62 82 62 62 82 62 82 62 82 82 X82 601n In 38 In 721n 7813 87 87 87 58 611 50 61 61 81 47 47 47 44 44 44 42 42 42 41 41 41 41 41 41 41 41 im 33 67 67 57 49 49 48 44 44 44 40 40 40 37 077 37 35 35 35 33 33 33 33 93 39 93 33 60 60 60 42 42 42 8 38 38 84 34 94 32 32 02 8 30 30 8 8 8 26 8 8 8 8 As 36 38 38 52 32 32 29 28 8 23 28 8 24 24 24 22 22 22 8 20 8 20 20 20 20 20 '42 0 92 32 32 27 27 27 24 24 24 21 21 21 20 20 8 16 16 18 17 17 0 16 16 19 16 15 16 781, 30 30 30 •28 25 26 22 22 22 20 20 20 18 18 10 17 17 17 15 15 18 801n 16 19 19 le 18 18 TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND /OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPUES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED ROUES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 6) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 28). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 2A). ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU •oIIIo• INTO WOODISTEEUAL. ••1111'•• 63 t0 1 1 O 2 nomad on 84 ylag 8986 ®P Date IF il NOm L•ZrI.7414 . MHed Dodo Product BT�t. 11 t41d1rI', ,,. 8 to. 56705 / /,/ SIONA-. „70 1 A. LYNI Oak P.E. FL P.E.# 58705 1° X.2.750" X .375° TUBE MULLION AND CLIP MULLION 6008 -76 ALUM. 143ECTION MIN. .375• —• STANDARD CLIP Nan ALUM. TOPVIEW 8.800" n 1.127,� %%% 1 I 1 Opening (Vertical as Ilonzonla1) ,378° } a.a1a 18 EXTERIOR .128' ANDARDCUP 2803 i 8193-78 ALUM. XSECT1ON 1 .72 INTERSECTION 1.143HANI1ELCUP 6083.78 ALUM. TOPVIEW 1 ALWAYS USE 2 SCREWS PER CLIP —{ j■- •,128° TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MUWON CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK, THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR1TRAPEZOIDAL LOADING TABLES (TABLE 3B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 34). USED IN MULL INTERSECT- IONS CNLY TABLE 3B TABLE 3A 1 x 275 a .378 Alum. Tuba Milan Realangular L0561.g CesIgn Prasma SWIM Opening (Vertical as Ilonzonla1) =MEM MI= MEM" 11111103111 Illanil MilLajlE1 12011 12018 1401n Anchor 8lmstrala1ypa, See TOW A B C A BC B 69 A C A 8 C A B C A BC B. 6 8 G A 8 C A B O Salo h®Q 0alAnahas ©E1 2 EI ©Ell©©ICIIEN 2 4 2 2 4 ©10©©CI 2 4 2 2 ©©D 2 2 Ell OE11®11311 2 4 2 2 ©EMU 45 30 45 1 1 S II 421n 119 97 119 109 81 108 09 68 88 89 U 89 79 54 70 71 49 71 80 40 60 61 38 81 481n 128 85 126 108 71 117 92 61 105 81 63 68 72 47 99 85 42 82 84 35 68 48 30 68 40' 27 81 6 0 . 6 2 5 11 . 1 32 8 1 1 2 5 1 05 0 7 1 2 0 6 9 88 ,111 77 80 102 W 45 91 81 40 81 81 34 68 44 29 58 38 25 81 541n 115 76 131 96 83 123 82 54 109 72 47 95 60 42 88 87 38 78 48 31 69 41 27 64 38 24 47 60In 103 68 120 85 87 98 74 49 Q 65 42 71 87 98 62 62 34 88 43 28 48 37 24 39 32 21 34 63 In 99 85 104 82 94 88 70 48 71 81 40 81 El 33 54 48 33 48 40 27 40 34 23 34 30 20 20 86 In 721n 761n 91 82 91 74 81 74 82 41 62 84 39 80 47 34 47 42 31 42 35 26 35 30 22 30 23 18 28 71 57 71 88 47 88 49 40 49 42 35 42 37 31 © 33 28 33 27 24 27 23 20 23 20 18 20 81 84 81 4A 48 49 42 38 42 38 34 13 31 3e ® 28 27 28 23 22 23 19 19 19 17 17 17 781n 58 52 58 48 44 48 39 97 38 33 33 33 29 29 29 23 28 26 21 21 21 18 18 18 18 16 16 90 In 37 97 37 30 30 30 28 28 26 22 22 22 10 19 19 17 17 17 28 28 28 .. 24 24 21 ".. 21 98 In 31 31 31 28 28 28 21 21 21 15 , 18 18 18 16 18 23 ._ 23 21 10818 22 22 22 18 15 18 18 18 15 15 15 15 18 1881. 25 11111 20 20 20 17 17 17 18 18 16 18 _ - NOTE: THE ROW HEADING ' OF ANCHORS' ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP ONLY. 1. 278x,378 Nom. Tuba Mulllx, Triangular/frapaxoble Lo°mng I Design Preeone (@YLL°) Opening (Vernm1 m Hmbnlnisl) 5061 601n 701n 801n 90 In 1001n 12018 1401n 1601n maw ass SOLease1ipe, Sea 742190 A • C A B • A B C As C 60 C A B. C A B. C A B C A B C 0alAnahas 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 Is I 42 In 170 130 170 170 128 170 170 119 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 481n 170 115 170 187 103 170 145 BB 170 139 91 170 135 89 170 130 69 170 138 89 170 135 88 170 138 W 170 60.6251n 189 107 170 145 85 170 134 88 170 127 83 188 123 81 163 121 80 181 121 80 161 121 80 161 121 89 161 8411 180 08 170 133 87 170 122 60 161 114 78 182 110 72 148 107 70 141 106 70 140 109 70 140 108 70 140 8011 131 86 181 118 78 its 104 65 110 97 84 108 92 80 98 88 68 98 66 9? 92 88 57 92 68 57 92 6315 123 81 130 108 71. 111 97 64 W 90 M BO 84 W 84 80 84 80 78 81 78 78 81 78 70 81 78 68 In 112 78 112 116 67 96 58 80 85 77 55 77 72 62 72 88 50 88 83 47 83 83 47 83 63 47 63 72 In 88 85 68 73 e0 73 84 53 84 58 49 03 83 48 59 e0 43 60 48 40 48 44 39 44 44 38 44 78111 7 3 0 4 12 52 55 82 5 4 0 0 8 4 4 9 4 0 4 9 4 8 4 2 4 5 4 2 4 0 4 2 3 8 3 1 38 3 8 1 6 35 . 3 6 3 5 3 8 7811. 87 82 67 87 84 57 50 48 60 45 44 48 41 41 41 38 86 38 34 34 34 33 33 93 32 32 32 901n 49 43 43 38 38 38 32 32 32 28 26 28 28 28 28 24 24 24 21 21 21 19 19 19 18 16 15 98In 38 38 35 30 30 30 28 23 28 23 23 23 21 21 21 19 19 19 17 17 17 18 18 15 15 15 18 1881. 25 38 25 21 21 21 18 18 18 18 16 18 _ - .... ., 1111. 23 23 9 19 18 1B 17 17 17 18 18 18 O USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD /STEEUAL •0Illo• I'•ICII••I o3 L 1 0 Aa 1" X 2.7508X .650" TUBE MULLION AND CLIP MULLION 8063.79 ALUM. %SECTION MW .378' STANDARD CLIP 8083.10 ALUM. TOPVIEW 2.760' to-1.003,1 .128' TABLE 4A —j I.- 125“ i l i I x Btu rtort j j TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES I8 ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. LOADING 8) FOR 48). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ANCHORED TO THE SUBSTRATE, USE THE ARE ANCHORED AND AU. HINGED DOORS, USE THE RECTANGULAR ULAR LOADING TABLES, (TABLE 4A). TABLE 4B 152.758.860 A1me. Tube Mullion Rectangular Loading Design NIMBI= awe) Opening 91e194at erHorizontal) 90In 80 In 701n CO N 90 In 1008 1201n MILE= =MIN .� , A 8 6 ©o101©CIO A 8 CA C 6 ©o 6 A 11311131I01101o13 6 C 0 B CA lo BC ©o© 6 A 6 ©o 6 A © 8 1E1111 .0 A © 8 ©lo C 0 011:1 `e 1 a. 1 6 428 119 97 119 109 81 109 89 09 99 89 01 89 79 54 79 71 49 71 80 40 80 81 35 CI 45 30 0 488 179 85 129 108 71 117 92 61 108 81 03 89 72 47 80 85 42 82 54 98 89 40 30 88 40 27 01 50.6251n 123 01 128 102 44 120 60 58 111 77 00 102 88 45 01 51 40 81 51 34 65 44 29 89 38 25 51 8419 115 75 131 96 03 123 82 54 109 72 47 96 89 42 08 67 99 78 48 31 84 41 27 .85 88 24 48 6810 108 80 135 68 67 118 74 49 Q 68 42 68 57 38 78 62 94 W 43 28 87 37 24 48 32 21 43 83 In 99 65 130 82 64 108 70 48 88 62 40 77 45 86 87 49 322 80 41 27 49 35 29 42 81 20 37 6819 94 02 114 78 61 89 07 44 78 89 89 87 62 34 89 47 31 62 39 78 43 34 22 37 20 19 92 721n 68 67 661 72 47 72 81 40 61 92 95 52 48 31 48 41 22 41 38 21 33 28 20 29 28 10 25 7891 78 64 78 02 45 82 52 38 52 45 39 45 39 30 39 35 27 30 28 22 29 24 19 '.24 21 17 21 76 a 70 62 70 57 44 87 48 37 46 41 33 41 96 29 35 32 29 32 63 22 211 22 19 22 20 16 20 90111 45 48 46 35 30 38 32 92 92 27 27 27 24 20 24 21 21 21 17 17 17 16 15 15 41 34 41 98 In 36 27 98 98 31 31 31 28 26 28 23 18 a3 18 23 18 20 20 20 16 10 18 30 30 30 20 28 23 1001n 27 27 22 22 22 10 19 19 ?s 1 1 1 (1 11 , 2 0 2 5 2 0 2 1 2 1 2 1 17 © 17 ICI 18 18 24 120 In 20 20 20 18 18 18 .`r' 'r 18 18 1081n 31 .� °: `.1 NOTE THE ROW HEADING °# OF ANCHORS° ON THE TABLES REFERS TO THE STANDARD AND OFFSET CUP ONLY. 112.701.660 Atom. Tube 5900813 Tda75ular!rmpazoldal Loading I Design Preaeme (116801 Opening (V816481 at Ho9lomaq 90In 80 In 701n CO N 90 In 1001n 120 In 140In 1001n Andre and 80619atelyp6, 848 Table 5 A 0 C A BC *86 A 8 6 0 6 6 0 DC 0 8 C A 1 9 6 A GC 8elAncbge 2 2 4 2 2 4 2 2 4 3 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 II ,,L,B 1 s801n 421n 170 138 170 170 128 170 170 119 170 170 118 170 170 116 170 170 119 170 170 110 170 170 118 170 170 118 170 46In 170 116 170 15/ 103 170 146 99 170 199 91 170 135 89 170 135 89 170 135 80 170 135 06 170 135 89 170 50.8251n 183 107 170 148 99 170 134 88 170 121 88 168 123 81 163 121 80 181 121 80 181 121 80 181 121 80 161 8418 150 98 170 1333 87 170 122 40 181 114 78 152 110 72 148 167 70 142 108 70 141 108 70 141 108 70 141 80 In 131 86 170 115 78 153 904 89 139 97 64 129 92 80 122 89 58 118 80 67 114 88 87 114 86 67 114 831n 123 61 182 108 71 139 97 64 129 90 56 112 88 80 105 02 54 99 76 01 94 75 61 94 78 51 94 08111 118 76 140 101 87 120 91 De 106 84 65 88 79 52 89 78 50 84 72 47 79 71 47 78 71 47 75 721n 104 M 107 91 60 91 80 59 80 72 48 72 68 46 80 82 49 82 W 40 57 66 39 55 55 99 58 781n 90 64 90 77 56 77 87 60 87 81 48 81 e8 42 68 82 40 52 47 9 47 48 38 46 44 35 44 7091 03 02 ED 71 64 71 62 43 62 68 44 69 81 41 51 47 38 47 43 35 43 41 34 41 40 34 40 54 g3 64 45 45 45 40 40 40 95 35 35 32 32 32 30 30 30 20 28 23 24 24 24 23 23 29 BBIn 44 44 44 57 V 87 32 32 32 28 29 29 26 28 28 24 24 24 21 21 21 10 19 18 18 18 18 1081n 31 31 31 28 26 28 21 a 22 20 20 20 18 18 19 18 18 16 ;.... , 11101 26 28 28 24 24 24 21 21 21 16 18 18 18 18 18 18 15 15 1201n 22 22 22 19 19 19 16 16 76 .. O USED IN EXAMPLES ON SHEET 18 ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD/STEM/AL •81100• ••11 0•'• to) 0 1 1 d m 1 APPmed as c.• Merida DAM (50A5 M(sal Dade Product ay ke,tv.-Nk /� I , �T� VGEN.4F. '• • * e 1191.88708 -..". -0 ., e „''77SS /ONA4 . A. LYWI 1WII 1 Y P.E. FL P.E.# 8$708 1 °X3.125 °X .500" TUBE MULLION AND CUP 3.125' MULLION 5083 -76 ALUM. X.SECTION I-1.000'�I MIN..376' -- STANDARD CUP 8088- TB/Y.UM. TOPYIEW 5.800' INTERSECTION U.CHANNEL CLIP 8083 -78 ALUM. TOPVIEW WAVE USE 3 SCREWS PER CUP 4252 1.085''1 1 r r .125°-1 1 • • Rectangle rLoading Desige Presame UMW) Opening (WSW or Narlxo1xq .876' •� BO In 701n 8013 10 fn 10051 2.0 14015 - 18011 0.3131 A EXTERIOR INTERSECTION U- CHANNEL CUP 6063 -T8 ALUM. X-SECTION USED IN MUU. 1N7ERSECT- IONS ONLY 8.000' MEL .375- MR .376' OFFSET CLIP SW3- TBAWM. TOPVIEW TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES 15 ALLOWABLE. ) .120 J-4 .740' I-- TABLE 5B TABLE 5A 1 °x 1.1W°x .500n Alum Tube ISM Rectangle rLoading Desige Presame UMW) Opening (WSW or Narlxo1xq 5051 BO In 701n 8013 10 fn 10051 12045 14015 - 18011 Anchor end Subs9elerype, Bea Table 8 A B C A D C A 00 C A 6 0 A B C A S C A D C A B C AA B C 6&Arm 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 .2 2 4 MO Length Medical or Horizontal) 4213 119 W 110 108 81, 109 99 CB 89 88 81 89 78 54 78 71 49 71 80 40 80 81 35 81 45 30 45 48 51 128 85 128 108 71 117 BQ 61 108 81 53 89 72 47 90 65 42 82 84 35 68 48 30 58 40 27 51 50.62545 123 61 128 '102 67 120 68 88 111 77 00 103 88 45 24 81 40 68 51 34 72 44 29 81 38 25 84 54 51 115 78 131 88 63 123 82 54 115 72 47 107 84 42 98 57 38 66 48 31 71 41 27 91 39 24 54 80 N 103 68 138 66 57 128 74 49 110 68 42 88 W 39 W 82 34 77 43 28 84 37 24 65 '.31 21 48 8381 88 88 138 82 54 123 70 46 105 62 40 92 65 38 82 49 32 74 41 27 81 35 23 53 ',31 20 48 88 N 94 62 136 78 81 117 87 44 988 68 38 85 52 34 74 47 91 66 39 28 84 34 22 47 '2B 19 41 7211 88 57 112 72 47 91 82 40 71 54 38 86 48 31 88 43 25 51 38 24 42 31 20 38 27 18 31 7845 82 54 86 ,B8 45 78 68 35 88 81 34 89 48 30 49 41 27 44 34 22 36 29 19 31 28 17 27 7811, 80 82 68 98 44 72 87 37 61 50 33 62 44 29 48 40 28 41 33 22 33 28 19 28 25 18 26 9081 58 45 88 48 38 48 40 32 .40 35 28 95 90 26 30 27 23 27 22 19 22 19 18 19 10 25 18 Win 48 42 48 40 35 40 33 80 33 28 27 29 28 24 28 22 21 22 18 18 18 18 18 15 23 23 23 10813 34 39 34 28 28 28 24 24 24 21 21 21 18 18 18 18 18 18 18 19 18 18 10 15 18 18 18 1111n 32 32 32 28 28 2B 22 22 22 19 19 19 17 17 17 18 18 18 18 16 18 15 18 16 120 In 26 25 26 21 21 21 18 18 18 16 18 15 NOTE THE ROW HEADING It OF ANCHORS ON THE TABLES REFERS TO THE STANDARD AND OFFSET CLIP:ONLY. 378 3.126' x .50r Alma Tutor MUD TdergWadTrapezoidal Loading l Design Preaane (OxJBT) Opening (be,0ael or HorBant8l) W 45 8001 7081 6018 W In 1001n 12051 14018 18013 Anchor and Subs6eteTTph Eke Table 9 A B C A B C A B C A 8 0 A 0 0 A 00 A D C A D C A B C 9dAaahma 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4' 2 2 4 2 2 4 2 2 4 2 2 4 8 1 ,,,,6666 1 a 42 13 170 138 170 170 126 170 170 119 170 170 118 170 170 118 170 170 118 170 170 116 170 170 118 170 170 118 170 481n 170 118 170 167 103 170 145 W 170 139 51 170 138 89 170 135 69 170 138 89 170 135 69 170 135 83 170 50.625 13 183 107 170 .145 W 170 134 88 170 127 93 170 123 81 170 121 80 170 121 80 170 121 80 170 121 80 170 8418 150 W 170 133 87 170 122 80 170 114 75 170 110 72 183 107 70 1W 1W 70 159 1W 70 109 108 70 152 8013 131 W 170 115 78 '170 104 89 156 97 04 145 92 60 137 80 68 132 88 67 129 W 87 129 W W 129 8313 123 81 170 108 71 181 97 84 145 90 69 138 85 58 127 82 64 122 78 61 117 78 81 117 78 51. 117 66 In 118 78 170 101 67 151 61 80 134 84 58 121. 79 82 113 78 60 108 72 47 100 71 47 W 71 47 W 7251 104 89 138 91 80 115 81 69 101 78 49 61 70 46 64 96 43 79 82 40 72 80 32 70 80 38 70 7818 W 84 114 W 58 97 79 60 W Se 46 77 64 42 70 81 40 W 55 37 59 64 38 67 54 36 08 7811 W 62 105 82 84 88 73 48 78 67 44 70 02 41 84 59 38 BO 54 38 54 51 34 51 51 34 81 80 In W 83 W W 48 57 50 40 W 48 38 45 40 34 40 37 31 37 33 28 33 90 26 30 22 25 29 9811 58 49 88 47 42 47 41 97 41 38 34 38 33 31 33 30 20 30 27 28 27 24 24 24 23 23 23 108In 39 99 39 93 33 33 28 28 28 25 28 25 23 23 23 21 21 21 18 19 18 18 10 15 18 18 18 111 In 30 38 38 30 30 300 28 28 39 23 23 23 21 21 21 19 19 19 18 16 18 15 18 16 120 In 28 28 28 24 24 24 21 21 21 16 18 18 18 18 16 15 15. 18 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES IF NEEDED, HOLES MAY SE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK THE INTERSECTION U.CUP MAY NOT BE COUNTERSUNK 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 6B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 5A). ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU INTO WOOD /STEEL/AL • o II 0 • • • • 0 0 • • 2 W z 11, 4 CO tr O) LL L CC 4 i II 1 O 131 2 A 04W 6 1,QMF1%4F•" ` 'M 6 t (, Pred6M 854,'01 Bd}o 126" X 3.188" X .286" TUBE MULLION AND CLIP MULLION 608346 ALUM. %SECTION MIN..373" P.--1260•—•-1 .126' 3.187' ALWAYS USE 4SCREWS PER CLIP MIN. 276 INTERSECTION U.CHANNEL CLIP 8083- T8ALUM. X- SECTION STANDARD CUP 6013346 ALUM. TOPVIEW EXTERIOR .128' STANDARD CLIP 8063T8 ALUM. 2-SECTION .128' USED IN NULL INTERSECT - IONS ONLY --I I+ -.128' .125' 1 1 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CUP MAY BE COUNTERSUNK. THE INTERSECTION U-CUP MAY NOT BE COUNTERSUNK. 6) SEE SHEETS 244 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 66). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 6A). TABLE 8B TABLE BA 1.28°. 3.188°. .tar cum Tube Mull Rectangular Loading Design Rosano pole) Opening Vodka! wNodsontal) 60 78 60 19 701n 80174 80In 16078 100 b 12019 1481n 16019 Andstaid Subs0ele19pg. 808 Tabla 8 A SC A A 8 C A S C A 8 9 A E I C A 5 C * BC * A S C A 8 C 001M01896 2 2 4 2 .2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2' 4' 2 2 4 2 2 4 MAI Lough Medical W HmiZ n !) 421n 11901119109811086969698961897986797149719940605136514930.49 170 170 118 170 170 119 170 170 118. 170 170 116 170 170 118 170 170 118 170 170 118 170 170 118 170 48In 4881 128 85 128 191 71 117 92 81 100 81• 83 09 72 47 90 65 42 82 54 39 88 46 30 86 40 27 61 50.62878 123 81 128 162, 87 120 88 88 111 77 80 103 88 48 04 61 40 86 51 34 72 44 29 61 38 25 54 84 N 118 78 131 88 63 123 82 84 116 72 47 107 84 42 95 87 38 88 48 31 71 41 27 61 38 24 84 68In 1 0 3 60 1 3 5 88 5 1 1 2 8 7 4 4 9 1 1 0 69 4 2 9 8 5 1 3 8 8 8 8 2 3 4 1 7 . 4 3 2 8 6 4 3 1 2 4 5 5 3 2 2 1 4 8 . 831n 99 85 138 82 84 123 70 48 108 82 40 92 68 36 82 48 32 74 41 27 61 . 60 23 63 31 20 48 681n 84 67 138 78 81 117 67 44 88 89 39 65 82 34 74 47 31 60 39 28 85 ' 34 22 47 29 19 41 72In 0 8 5 7 1 1 2 7 2 4 1 0 1 82 4 0 7 1 6 4 3 8 6 8 4 8 3 1 69 48 30 6 1 8 2 4 . 4 2 1 3 1 30 3 8 2 7 1 8 3 1 78 78 82 64 85 66 45 78 68 38 88 81 34 58 48 30 48 41 27 44 34 22 38 ;.29 19 31 28 17 27 78 In 80 62 88 88 44 72 67 37 • 81 60 33 52 44 29 48 40 28 41 33 22 33 .28 16 28 28 18 29 9019 59 48 69 48 38 48 40 32 40 35 28 36 60 28 30 27 23 27 22 19 22 •19 18 19 ,28 29 9878 86 in 49 42 49 40 36 40 33 30 33 29 27 28 29 24 60 22 21 22 18 16 18 18 16 18 23 10861 34 34 34 28 28 28 24 24 24 21 21 21 18 18 18 19 18 18 21 18 19 18 18 16 18 11119 32 32 32 28 28 26 22 22 •22 19 19 19 17 17 17 16 18 18 10 120111 25 28 28 21 21 21 18 18 18 18 18 18 28 24 24 24 21 - 1,26°.3.188`. .286° Aline Tube MuU TrlangulaW7rapatztdal Loading I Design Manna ((8981 OPenhhg (Vertical or Ranlomaa) 60 61 6019 7074 6019 90 In 16078 12019 14011 1601n Anchor SubtrelalppGA See Teb1e B E I C A S C A B C A B C A S C A 89 A B a C * 0 C A D C 0o/Anc6aa 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 b S7219 0 4261 170 138 170 170 118 170 170 119 170 170 118. 170 170 116 170 170 118 170 170 118 170 170 118 170 170 118 170 48In 170 115 170 157 103 170 148 98 170 199 91 170 138 68 170 138 89 170 135 60 170 138 89 170 136 '69 170 50.828 in 160 107 170 145 85 170 734 88 170 127 93 170 123 81 170 121 60 170 121 60 170 121 60 170 121 x.80 170 6419 180 88 170 133 W 170 122 80 170 114 75 170 110 72 183 107 70 160 108 70 169 108 70 160 108 .' 70 189 6019 131 68 170 116 78 170 104 69 186 97 64 145 92 60 137 89 60 132 80 87 129 80 87 129 86 .67 129 8374 123 81 170 108 71 181 07 64 148 60 69 138 66 66 127 62 54 1 2 2 7 8 8 1 117 7 8 51 117 78 :81 117 6078 116 78 170 101 67 181 01 60 134 64 56 122 79 62 113 78 60 107 72 47 160 71 47 99 71 "141 99 104 69 136 91 60 116 81 83 101 78 49 91 70 48 64 68 43 79 62 40 72 60 39 70 60 '38 70 7678 18 84 114 65 66 87 70 60 65 69 48 77 84 42 10. 61 49 60 68 37 60 64 38 87 84 08 68 7819 95 82 108 82 64 CO 73 48 79 67 44 70 62 41 68 50 98 60 84 38 64 61 34 51 81 6a 51 90In 88 63 89 W 48 87 80 40 60 45 38 45. 41 34 41 37 31 37 33 28 83 80 28 30 20 ,28 29 9878 60 49 68 47 42 47 41 37 41 38 34 38 38 31 33 30 29 60 21 28 27 24 34 24 23 23 23 10819 39 38 39 93 33 33 28 28 28 28 28 28 23 23 23 21 21 21 18 19 18 18 16 18 18 18 18 111 In, 38 38 98 30 30 30 28 28 28 23 23 23 21 21 21 10 19 19 17 17 17 18 16 18 16019 28 28 28 24 24 24 21 .21 21 18 18 18 18 18 18 16 16 W ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEL/AL- •oIillo• •• Ill •• 3 2 m 2 4 1 99 O r- f7' N�4y 4D 1 1 L 1 1 15X•4° X .125 TUBE MULLION AND CLIP MULLION 8083.78 ALUM. 708E000N r 2471 B0730N U-CHANNEL CLIP 608'.78 AURA. TOPVEW AYS USH SCREWS PER CLIP WED UVMBOL INTERSECT 1070 ONLY ALLOWABLE SCREW PATTERNS INTO CONCREfEICMU • O 0 0 0 0 • O • O 0 o 0 O • INTO WOODISTEEL/AL • 0 • 0 • 0 • 0 • • 0 0 0 • • • TABLE 7A 1949.125 Aim. rube NuObn ... „_.., ....� �. Design Promo . .e, Opm1g (1411881 or HMI) MEM. 0111:1= M:EIMIl MUM MUM IM:IM MUM 1289 1409 1609 A. B 0 A B C A B C A B C A B C A B C A B C A; B C A 90 B 04A where © ©o 2 © ©o 2 © ©1 2 10,© 2 2 4 ©CI 2 ©©1 2 2 © ©o 2 ®©o 2 2 ©©El 48 30 48 Ls B 1 g0011 429 119 97 En 1080 170 109 N 42 0 _89 _.. 91 0m 170 81 79 71 48 71 so 40 BD 41 38 81 4811 128 85 128 108 71 117 92 81 108 81 83 09 72 47 80 85 42 82 06 89 88 48 80 58 40 27 81 0092519 129 81 128 '102 '67 120 88 58 111 77 90 103 88 46 114 81 40 82 61 34 72 44 El 81 38 78 50 54 In 118 78 131 95 83 129 82 04 115 72 47 157 84 42 88 87 38 88 48 31 71 41 27 81 SD 24 80 8001 103 88 138 BB IV 129 74 48 110 0 42 Al 87 88 98 52 84 78 43 29 W 37,. 24 50 Si 21 47 83 11 99 45 136 82 0 123 70 48 104 82 40 89 88 88 0 49 33 49 41 27 57 98 23 49 31 20 43 86 9 84 82 138 78 61 114 87 44 98 69 38 82 82 34 72 47 31 83 38 28 62 34, 22 44 28 18 39 72In 88 57 1113 72 47 98 82 49 81 54 35 70 0 31 81 43 28 84 38 24 44 31'. 20 37 27 18 33 789 82 84 101 88 48 132 88 38 89 611 34 80 46 Al 82 41 D 48 34 22 SB 8 10 32 28 17 26 7012 Y 82 94 88 44 78 07 37 64 80 33 86 0 20 ee 40 26 43 20 22 35 28 n 30 25 18 28 9810 80 48 20 9 1 38 81 40 30 42 21 32 21 22 88 22 22 22 28 22 1 9 32 89 1 8 32 1 7 32 17 61 42 81 '42 88 42 35 30 88 31) 27 90 27 Zd 27 24 21 24 10 15 19 18 18 q r `r. 26 108 In se 3o 86 30 El 30 26 28 a 22 22 22 19 18 18 17 17 17 24 24 24 22 h:.' . 111 b DD ae 28 0 33 32 23 23 213 20 20 18 15 113 14 18 113 28 am 00 27 22 D0 10 19 19 18 18 10 17 18 18 18 1209 90 TABLE 70 1 x4x .126 Alum. Tubb TAensuledRepes14• Ladles Oedgo Pam= Cperdng (Va1&al ml 9 50 In 889 709 809 9911 1001n 1289 1409 1609 AnWprand BubetNe7rpa. 888758120 A B C A B C A B C A B C A B 0 A 00 A 80 A B C A B C 844Awbae 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 9 B, 1 a. 42 9 170 838 170 170 128 170 170 119 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 178 118 170 4811 170 116 170 157 103 170 148 95 170 189 01 170 135 88 170 138 99 170 138 80 170 138 89 170 138 88 170 60.8259 183 '107 170 148 98 170 134 58 170 127 83 170 128 81 170 121 60 170 121 93 170 121 80 170 121 80 170 649 160 03 170 133 81 179 122 BO 170 114 76 170 110 72 183 107 70 180 108 70 169 188 70 168 108 70 158 8012 131 88 170 116 78 170 104 93 168 97 84 148 82 W 137 89 05 130 93 67 123 M 67 138. 88 57 148 839 123 81 170 198 71 181 97 64 144 Al 39 181 86 88 121 82 84 116 78 61 109 78 61 185 78 61 108 889 115 78 170 101 87 148 01 CO 130 84 68 118 79 52 108 78 80 102 72 47 CO 71 47 94 71 47 04 72 9 104 88 143 91 80 132 81 83 107 75 40 93 70 48 89 88 43 83 82 40 78 60 39 72 93 39 72 • 789 M 84 121 88 88 108 79 50 BD 08 48 81 44 42 74 81 40 89 88 37 83 80 38 80, 84 36 59 789 95 82 111 82 54 95 73 48 83 87 44 74 82 41 IS 68 38 83 64 36 67 52 34 64 51 34 84 03I 72 53 72 81 48 81 699 40 63 47 38 47 43 34 43 39 31 39 38 28 De 32 26 S2' 31 28 31 889 69 49 69 50 42 W 43 27 45 38 34 313 38 31 28 32 23 52 28 28 26 28 24 28 24 23 24 1989 41 41 41 38 36 35 30 30 30 27 27 D 24 24 24 22 22 22 19 19 10 17 17 17 18 18 18 1119 as ea 3e 82 32 32 28 28 28 24 24 24 22 22 22 20 20 20 17 17 17 18 18 18 1209 90 30 30 26 25 28 32 22 22 19 19 19 17 17 17 10 16 18 TABLE NOTES; 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR PESIGN PRESSURES IS ALLOWABLE 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CLIP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. ff NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 5) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATIC*I METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 78). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES. (TABLE 7A). CO A SC m 1 1 0 Approved nedAOn DOc NOM Mimi Cade OrOO c0 1 4P.. • aGENSF ' * * I Ho. 58705 A. AIM P.E. FL -P.E.B 58705 1 "X40 X.376 "TUBE MULLION AND CLIP STANDARD CLIP 2.006" 8001- TBAL12M. 1h4EOT1ON 128' .12r INTERSECTION UCNMAIEL CLIP 0083.78 ALUM. TOPVIEW —I f- 128• USED IN AO.114. Pr/ER8EO7- IONS0NLT ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU • O 0 0 • O • 0 O 0 1.° • INTO WOODPSTEEUAL. • 0 • 0 • 0 • 0 • • 0 0 0 0 • • TABLE SA 124x.375 Atom. Tube 018120n 001Amhom Re442n5aier Loading Dfie Mame 846011 Opening IVertlnl or Harizoolai) 1001n V1 1206 MMIIIIMOXIM noon© o©oo©00000©000©000®ununnn 0000 109 m 100 73 88 0 89 0 80 00000000 05 80 40 60 0000 W 0 000 108 ©® e2 0 "3 000 ©m 80 66 000 U 00 35 00 35 049 ©m 0128 1M 012"3000 80 100 85 46 0U 40 00000000000 26 0 =M 80 83 128 00000 107 04295a3°0520048000000240 000000490"00000°0000"a= 0000 32©0 0000704 103 82 43 02.0000 32 000 07 0©00 23 53 039000000"0250390604W000 00W000 00230M024a02°000 0000 35 00 V 00000 22 1]000000 0000 48000033 2202300 00 0008°M23000400000022,0 000000000000°0 zb "t 0 90 ©" 0000 ©00000 0®U.,m ® 27 20 27 pop m ©22 20 mom p rv. 02200000100 M 451n 60.000 541n 50 09 123 103 631n 0 CM 00000®0© 102D0D 00 107 0 WM001220011300 00000134000 0©09 00 0 O 0 ©000000 00000000000 00zo0zo 00©©000 65 20 48 40 100 02 87 SO In 6609 19009 11109 120in 144 09 40 60 90 55 40 32 28 27 24 23 22 25 22 1949.378 Atm. Tube 01"0505 T420gsdadTrepe 014* Loading WWI POMO911•n'1 Open_ (6.61451 or ItmotonLi 6009 6009 7010 8009 0061 10010 1101n 1201n 140In 15309 Madre and 812466*676e, Be6762a8 A B. 0 A 01 0 A SC A 01 0 A SC a. A 01 0 A BC A B C A B C' A B C 90A05158 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2. 4 2 2 4 2 2 4 2 2 4. 2 2 4 8 ® j h 1 i 421n 170 138 170 170 128 170 170 110 170 170 118 170 170 118 170 170 118 170 170 118 170 170 118 170 170 110 170 170 178 170 4810 170 118 170 157 103 170 148 90 170 139 81 170 135 80 170 135 89 170 138 80 170 135 60 170 135 89 170 135 89 170 6082809 189 107 179 145 05 170 134 68 170 127 83• 170 123 81 170 121 60 170 121 80 170 121 90 170 121 80 170 121 83 170 0118 150 88 170 199 87 170 172 60 170 114 76 170 110 72 183 107 70 100 108 70 150 108 70 160 100 70 7W 105 70 105 8009 131 IN 170 115 78 170 104 60 168 97 84 145 92 80 137 89 66 132 87 87 132 60 87 120 89 87 125 88 87 129 8310 123 81 170 108 71 181 97 84 145 00 69 138 95 IS 127 82 54 122 50 82 119 78 81 117 78 61 117 78 01 117 8810 118 78 170 101 87 181 01 00 138 84 65 128 70 12 118 78 05 113 75 48 109 72 47 107 71 47 108 71 47 105 7210 104 BB 156 01 80 135 81 63 121 76 40 111 70 45 104 85 43 05 03 42 95 62 40 92 80 33 85 80 39 89 7881 88 84 148 88 88 10 70 60 113 09 48 103 64 42 95 81 40 91 88 38 87 60 37 84 54 98 61 84 3B 60 78111 95 52 141 60 84 123 73 48 105 87 44 100 82 41 g9 BB 38 92 56 37 83 04 38 60 82 34 n; 61 94 78 mum03 1 1 2 95 4 5 0 4 6 1 4 5 60 5 3 09 7 0 0 1 3 4 87 4 0 3 1 91 4 5 33 5 7 45 20 8 4 4 4 35 69 98 28 48 0810 1 4 4 9 95 0 4 4 2 7 7 09 3 7 57 0 1 5 4 4 8 4 7 3 1 0 4 4 4 2 9 69 4 1 2 7 4 5 3 0 30 4 4 35 2 4 4 . 36 23 88 10809 64 43 64 04 3 7 M 4 7 2 2 . 4 7 4 1 35 4 1 57 00 3 7 3 4 20 5 8 25 58 3 2 3 0 25 3 2 51 2 0 37 2 3 1 0 2 5 11110 W 41 es 40 38 49 43 31 43 08 2 8 39 34 38 3 1 31 7 4 81 29 22 28 2 7 21 27 24 19 24' 22 18 77 1 2 3 19 4 8 30 49 30 33 38 5 4 30 3 0 3 0 38 3 0 2 1 25 5 1 2 4 2 1 2 4 2 3 30 58 2 1 7 9 2 1 1 0 1 7 1@- 17 18 17 14410 27 27 9 22 32 22 19 19 19 17 17 17 16 16 15 TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 2) SCREW PATTERN APPLIES TO BOTH THE STANDARD AND OFFSET CUP. 3) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 4) THE STANDARD AND OFFSET CLIP MAY BE COUNTERSUNK. THE INTERSECTION U -CLP MAY NOT BE COUNTERSUNK. 6) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 8) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 861). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 8A). 6°1 2 3 2 m 2 2 Q 00 1 1 m 1 1 0 2 1 wppnnat er rVrnl, •.....•.08181 PbrklaSW L ;".,. Date 'if • I1040 •Mhm14 Wale md,an Control ``0%111114i,, 4 ``\\ 0:4NNM 3GENSE ' * Na kTO� ��O,L:' .., FI.OA�,Q•'�C1� A. LmWi*LEE+t, P.E. FL P.E.B ¢8706 DC_ >L 2°X 40 x:26° TUBE MOLL ION AND CLIP 6M.ON 808946AWMM. @SECTION INTERSECTION U-CHANNEL CUP 808348 ALMA TIPSIER .ALWAYS USE SCREWS 6 PER 51P INTERSECTION U•CHANNEL CLIP ROW AIWA 2SECTION USED1NMULL INTERSECT- IONS ONLY ALLOWABLE SCREW PATTERNS INTO CONCRETEICMU • 0 0 00 00 00 O • 0 • O 0 00 e0 00 0 O • INTO WOOD/STEEUAL • • • 00 00 00 • • • TABLE 9A 1 5o40.29 Alum. Tube . WAR Nmhor,..i 8 u b 9 U o ! e ypa, Sae 18NeB I•bteo009r LoodIn6 • W0ige Pressure (MVO Openla6 (VBNUI orImtrootaQ A @la 7361 8010 991n 100 N 18381 1281u .14315 1 601e 0 0 A B C A BO BC A 8 5 A BC BC A BC A BC A° B C A B C =010 A ©o© C •0A02h•a ©o© 2 8 ©n©©oo©oo 2 4 2 2 8 2 2 8 ©o©oo® ©DOD0DCI 8 2 ©111113111131E1 0 ODD 2 8 I € I 7i 4215 481n ICDOm00000000000 125 86 126 108 m 111 92 61 108 81 63 08 72 D 80 ©D 88 D 92 64 30 66 48 30 oe 40 37 31 '®'"' 11F.7E'1 113 110 MOD 116 170 00 68 111 77 60 no 88 45 04 00 130 0 0 0 72 11 0 61 38 26 at MN 135 Q 181 166 89 128 82 64 116 72 moo 98 170 @ 66 57 98 91 48 31 77 41 27 BB 38 24 67 6001 109 08 000 121 80 128 74 49 m 66 44 m0 170 38 108 @ 34 D 43 29 88 97 24 79 32 21 70 0315 88 D 138 108 clam/3 170 8061 as 123 @ 48 m 66 36 toe 49 @ 103 41 27 DDD 170 se n 31 00 16 08 8810 94 52 138 78 51 131 87 44 125 58 99 m 52 34 112 47 31 106 3S 20 83 34 22 78 28 7210 DDm00 170 76 81 170 138 62 40 128 64 36 ©D 101 D m 00000 80 170 84 85 93 000000 92 170 78 W 188 78In 82 D© 71 88 48 138 68 28 131 81 34 114 45 80 102 41 27 91 34 32 78 29 10 83 28 17 87 78t 80 DD TO 88 44 197 87 ® 127 60 33 111 44 29 89 40 28 89 33 23 74 28 16 84 25 10 58 9013 6 Dm 64 67 38 129 49 32 m 43 28 94 38 20 83 34 23 73 20 19 80 22 10 61 22 311 44 96 In 06 121 138 D 36 ton 4t1 80 et 40 9 El mmm 46 184 22 21 61 27 18 W CI t6 42 D § & # y 38 ROSH ® 07 68 98 84 48 31 77 41 27 65 28 24 W 32 21 49 28 19 43 24 m /6 38 DD 71,E 34 @ 00 22 18 16 26 21 10 OD 44 47 D©DDDDODDDDDDDD 12010 D 34 ODD 31 D 48 32 ©D 29 18 98 28 ®m 23 : D 18 0 �m!l DDDDDDDDD 21 DD 21 D III D DD D 28 67 69 22 49 30 TABLE 9B So4o.26 Alom. Tube 56130, Ye030I.41mpeze1001 themes 05.00 Peewee 86N0.°1 • Ope6159 Re NNW es Florkontal) 60 In 60 51 7361 8010 991n 100 N 12013 14010 . 18010 Motor eact SWabsetype, 801717,118 A B C A B C A BC A 10 5 A BC A B O A B C A BC A B C •0A02h•a 2 2 8 3 2 4 2 2 8 2 2 8 2 2 8 2 2 0 2 2 8 3 2 6 4 2 4 1 L 7i 4215 170 `138 170 170 133 170 170 110 170 170 no 170 170 118 170 170 118 170 110 118 970 170 113 110 170 116 170 M 10 170 115 170 167 103 170 146 03 170 130 01 170 138 89 170 136 89 110 130 89 170 135 89 170 166 89 170 60.8261e 189 107 110 146 98 170 134 88 17a 127 83 170 128 81 110 121 80 170 121 80 170 121 80 170 121 80 170 8161 150 BB 170 133 67 170 132 80 170 114 75 170 110 72 470 107 70 170 108 70 170 106 70 170 108 70 170 8061 131 88 170 118 78 170 134 60 170 07 84 170 02 60 170 se 60 170 as 57 170 86 67 170 80 87 170 0310 122 61 170 108 71 170 67 64 170 00 89 170 85 66 170 02 04 170 78 63 170 76 81 170 78 81 170 8610 116 78 170 101 87 170 81 80 170 84 85 910 78 92 170 78 W 188 72 47 181 71 47 150 71 47 110 7210 104 89 170 81 80 170 61 89 170 70 49 167 70 48 156 68 48 143 82 40 138 TO 39 994 8D 39 194 1010 a 84 170 03 86 170 78 60 170 W 48 110 64 42 144 81 40 136 06 37 128 64 38 121 60 95 126 781s 96 132 170 62 64 110 73 40 184 W 44 160 82 41 139 W 311 131 64 96 121 03 34 116 61 94 114 0010 80 69 170 W 46 184 111 40 128 66 28 121 61 34 110 40 91 102 49 28 W 40 26 83 33 20 79 85 70 74 49 1@ 44 42 129 54 97 111 61 34 99 47 31 60 44 20 @ 30 28 72 36 24 65 36 29 @ 116 N 06 73 106 68 97 09. 49 82 77 44 20 86 40 26 62 17/ 28 67 69 22 49 30 20 44 20 10 41 11161 83 41 97 64 38 011 47 31 71 43 28 83 39 26 67 36 24 @ 32 21 46 29 10 40 37 18 37 12081 08 38 77 49 32 84 49 28 88 30 26 49 98 29 44 39 21 41 29 19 36 28 17 31 24 18 28 14410 44 31 44 37 28 37 32 23 32 28 31 28 10 18 26 23 17 29 20 to 20 17 17 16 16 TABLE NOTES 1) LINEAR INTERPOLATION BETWEEN SIZES ANDJOR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED W THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 9) THE STANDARD CLIP MAY BE COUNTERSUNK. THE INTERSECTION U-CLIP MAY NOT BE COUNTERSUNK. 4) SEE SHEETB 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 9) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANOULAWTRAPEZOIDAL LOADING TABLES (TABLE 9B). FOR FENESTRATION PRODUC18 WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR AU. HINGED DOORS. USE THE RECTANGULAR LOADING TABLES, (TABLE 9A). z a 1";c°1 1 1 O 5 1 8 2° X 6° X .26° TUBE MULLION AND CLIP 6.600' MN. 2276• 1.. r" f .MT+1 578' STANDARD CLIP BOOM AWM. TOP VIEW f• 0 • °psalm 0/248841444100702293 .� . 6043 8343 701n 6618 8616 I 12018 II 5422 • Nebo and & 2 0 2 2 1 ta 1 7 9 4 . see Tate 13 v O O 0 A 8 O A B O A 4.447• C A 8 O A B &4: A B 010 A • C A • 0 0o1A1dOm 0 0 4 • 4 4 8 EXTERIOR • ALWAYS USE 8SCREWS PER 01.1P INTERSECTION U471ANNEL CUP 8003 -T6 AU.IM. XSECTION USED IN UIIJ. 8610855078 ;MIS 0729.Y ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU • O 0 • 00 00 00 00 O O • INTO WOOD /STEEL/AL • • • • 00 00 00 00 • • • • TABLE 10A 8:822.46 Alva Tuba 08(800 Rectangular La110e6 Or69n 7,149174 (0428.2 °psalm 0/248841444100702293 .� . 6043 8343 701n 6618 8616 16043 12018 140In . 160In Nebo and & 2 0 2 2 1 ta 1 7 9 4 . see Tate 13 A B 0 A 8 O A B O A B C A 8 O A B 0 A B O A B C A 8 0 0o1A1dOm 4 4 0 4 4 8 4 4 8 4 4 8 4 4 B 4 4 8 4 4 8 4 4 8 4 4 8 Is Q it 4243 119 116 116 103 109 109 99 99 93 88 08 88 70 78 70 71 71 71 80 60 80 61 91 91 40 49 46 4843 126 186 188 117 117 117 iW 123 108 99 09 99 93 90 00 62 62 62 66 88 68 66 68 88 91 61 81 60432618 198 129 129 DO 120 120 111 111 111 103 101 103 M 10 94 88 Of 68 72 w 72 131 06 81 60 60 04 61 In 181 191 181 128 188 123 116 109 .119 1w 90 197 99 84 99 91 78 01 77 63 77 88 84 0 67 47 w 60123 130 136 ffi 128 113 126 120 w 120 116 66 118 168 76 m8 IN 88 99 85 W 00 73 49 Y9 64 42 84 63 In 188 120 199 183 106 130 123 12 120 118 81 118 109 72 ffi 99 66 1W 02 04 e9 70 48 77 82 40 w 6601 08 124 138 131. 103 131 126 88 186 118 77 118 106 69 112 90 62 108 78 61 08 w . 44 90 69 33 70 7243 142 118 140 188 44 ffi fID 81 128 1 8 71 129 98 68 1,7 BB W 111 72 47 M 170 40 0t 64 30 77 7843 to 1w 142 198 89 128 117 71 131 162 111 t20 et 46 120 62 64 114 06 48 102 88 38 w 61 84 78 1043 146 iW 149 188 W m 111 76 122 199 86 128 86 W 121 117 62 119 68 44 09 w w 86 66 as 74 NB 128 01 148 116 78 142 W 66 m 86 w 120 77 60 114 69 40 08 w 88 68 49 62 74 43 28 64 9618 tH 96 Ha 1088 71 103 22 01 ffi 61 63 t21 72 47 107 BB 42 06 60 38 w 48 30 40 40 27 60 101343 110 78 150 96 63 143 82 61 123 72 47 107 80 42 98 w 36 88 48 31 71 41 27 61 38 24 64 11143 112 70 661 83 61 138 80 62 119 70 48 104 62 41 93 63 37 03 47 31 70 40 28 8o 36 23 62 DOD 163 68 162 80 67 129 74 49 110 90 42 99 57 88 68 02 84 77 43 28 84 37 24 68 32 21 48 144 81 86 w 118 72 47 69 62 40 BO 44 86 89 48 31 81 43 211 64 88 24 44 31 29 w 9 18 32 TABLE 108 2.4:.39 Alum. Tato NYO Truntivocrrrepocoma 1.08189 I Bp10o Hamm Omit'1 Op1d1019419a1 or 1822114,18 61n 607' 7018 5081 6318 16818 12831 140 In 16618 Antra 4116 822382e779R 8aeT44e B A B 0 A B 0 A B 0 A 8 ' 0 A B 0 * 0 0 4 9 0 * 8 12 A 0 — 0 001NOIo; 4 4 8 4 4 B 4 4 8 4 4 8 4 4 8 4 4 8 4 4 8 4 4 B 4 4 B IS y �7�y 1 427' 170 170 170 170 170 170 170 170 170 170 170 170 170 170 170 178 178 170 178 170 170 176 170 178 176 170 178 487' 170 170 170 170 176 170 170 170 170 170 170 170 170 170 170 170 170 170 178 170 170 170 179 170 170 170 170 688257' 170 170 170 170 176 170 170 170 110 170 186 170 170 181 170 170 120 170 170 188 170 170 189 170 170 108 170 841n 174 170 178 170 170 170 170 100 110 170 160 170 170 144 170 170 141 178 170 140 170 20 140 170 170 140 170 6013 170 170 170 170 161 170 170 137 170 170 137 170 178 121 170 170 117 170 170 118 170 170 113 170 170 113 170 W7' 170 182 170 170 142 170 170 178 170 170 118 170 170 112 170 183 107 170 m 103 170 168 183 170 168 148 170 6818 170 162 170 08 02 170 17O 120 DO 109 111 170 169 101 fro 161 93 170 144 w 170 228 94 170 449 94 170 7202 170 m 170 170 1W 170 189 1w 170 149 86 170 120 02 170 132 w 170 128 01 170 170 70 170 120 70 170 7618 170 128 170 170 111 170 162 100 170 130 111 170 129 68 170 to ea 170 112 74 169 108 71 181 128 7T co 7802 170 ffi 170 184 108 170 147 ee 470 134 08 170 181 62 170 117 77 170 108 71 161 103 88 164 107 877 162 8018 160 106 170 189 91 170 192 80 170 111 73 166 102 W 162 98 61 142 88 w 129 81 63 120 78 6A' 118 9010 149 68 170 118 64 170 113 74 187 102 w 161 94 82 144 w w 130 78 61. 117 78 48 1013 69 48 m 1007, 130 136 170 111 73 188 98 64 148 w 132 81 63 120 76 48 112 80 44 69 81 40 91 w 37.1 88 111 N 128 63 110 1118 71 181 98 02 141 86 00 187 79 61 118 72 47 CO 80 42 90 63 08 87 68 3B 08 10018 118 76 170 99 80 147 w w 130 78 61 116 71 48 108 93 43 w 67 36 89 63 84 78 48 38 72 14418 90 44 127 80 CO 166 70 46 w 6 41 81 67 37 72 52 84 86 46 30 08 41 27 49 37 28 44 TABLE NOTES: 0 US BHEETEXA9PLE8 1) LINEAR INTERPOLATION BETWEEN 8208 AND/OR DESIGN PRESSURES IS ALLOWABLE 2) ALL MULLION CLIPS MAY EE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 8) THE STANDARD CUP MAY BE COUNTERSUNK THE INTERSECTION U•CUP MAY NOT BE COUNTERSUNK 4) SEE SHEETS 24 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE AU. FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULARITRAPE20OAL LOADING TABLES (TABLE 108). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 10A). 1 O 2 UI Z 2 U a 2 co yp9- aig 1 1 0 0 41p31106¢401'. :. `,12k,4 sHtA 4M4 Florl5 Bola' 04114W70wk PIU,G,ct Coot,at �1111111i7771 * : No.66706 lied; A. onalMIU &, P.E. FL P.E.# 68708 1.26 "X2.11 "X .1258 TUBE MULLION AND CLIP F- 1.88' -1 2.118• MULLION 8083 -T8 ALUM. X.SECTION 4 .125' CLIP ANGLE 800348 ALUM. TOP VIEW CLIP ANGLE 8083.78 ALUM. X- SECTION .128° T USE2 CLU'S PER MULL END —I h—.125° ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEL/AL TABLE NOTES: 1) UNEAR INTERPOLATION BETWEEN SIZES AND /OR DESIGN PRESSURES IS ALLOWABLE. 2) AU. MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CUP ANGLE MAY BE COUNTERSUNK 4) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 11B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 11A). TABLE11A 138" x211 "x .125" Alum Tuba614u Rectangular LOadm Design Presmw t0*5Iti) Opening (Ve,Uaal or Horizontal) 50 in 801n 7018 8018 $91 In 1 T Biiit A E I C A B C 'A 8C C A O C A E I C A BC B A B C $ S. 1 ® '©©MI 421n 117 97 117 Ell 98 ©KE 81 88 © 81 ©0 88 81 Ell ©MI 4 ©©El 83 84 83 © ©El 58 49 58 © 38 ®n 30 35 70 81 70 4815 80 80 85 95 55 85 55 55 56 48 48 48 42 42 42 35 30 35 24 24 24 50.825 In 89 68 69 88 50 58 47 47 47 41 41 41 38 38 38 32 32 32 20 20 20 541n 57 87 57 48 48 40 39 38 39 7 2 34 34 30 30 30 27 27 27 17 17 17 601n 42 42 42 34 34 0 28 28 29 25 25 25 22 22 22 19 19 18 53 51 51 83In 37 37 37 30 30 30 25 25 25 22 22 Q 19 ' 19 19 17 17 17 37 87 • 85In 721n 78In 32 92 92 D0 33 20 22 22 22 19 19 18 17 17 17 15 15 15 95 35 25 25 25 20 20 20 17 17 012 28 18 15 -k n a w 8818 21 21 20 21 20 17 18 17 16 17 10 15 15 © Z7 #,, 7818 20 TABLE 11B 130" x 211" x ..Tabs TdangutariTrapezoIdal Loading' Doeign Plamur8 6112/8) Opening 1Vo15aal or IbrlwnMI 50 in 801n 7018 8018 $91 In 100 /8 160In Auuhur and e1313337 13pe. Bee Table 9 A 8 0 A S C A B C A 8 0 A B C A B C A BC SoIAn txus 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2 2 4 2. 2 4 $ 1 1 a I 42 5* 197 136 187 149 128 149 133 119 139 135 118 135 134 110 134 134 110 194 134 116 134 48 In 103 108 108 95 95 95 88 00 80 81 81 81 78 79 79 79 79 79 79 79 79 5 0 . 32 3 18 8 1 8 1 0 1 10 10 7 9 7 2 7 2 7 2 0 7 0 7 8 7 6 5 60 60 54 6 4 6 4 54 54 0 4 54 N 74 74 74 64 54 84 56 58 58 53 83 53 51 51 51 49 49 40 49 49 49 60 N 59 53 53 9. 48 48 41 41 41 37 87 37 35 95 38 39 33 33 32 92 32 53 In 40 46 48 39 39 39 95 35 35 32 32 32 29 29 29 28 28 28 23 28 28 8818 99 39 35 34 34 34 90 30 30 Z7 27 27 26 25 25 24 24 24 2 22 22 721n 90 30 30 26 26 28 23 23 23 20 20 20 19 19 18 18 18 18 10 48 15 75 In 25 25 25 22 22 22 19 19 19 17 17 17 18 18 18 15 15 15 78In 23 23 23 20 20 20 17 17 17 16 18 18 ca V m 2 Z Q O E� L m 11 1 1t A179187 o1 as e4wolzIng *3119 R1r Florida D ,•.. -.� 1111/1 WQAO....LO� 1141a 5 Dada Prt4r .. real 59 10b.'>.i:Uawa.. (LYNN ,„/, ,���� JCENSF' •. ` * No. 58105 =gyp a B n 6tiF ' `� !O'�.'••.'LORiS* �2 A. LYNN MA R, P.E. FL P.E.# 50705 300/3.250 TUBE BAY MULUON AND CLIP -1 x.128' USE 2CLIPS PER MULL 600 8083- 78AI-3U CLIP ANGLE L X- SECTION ALLOWABLE SCREW PATTERNS INTO CONCRETE/CMU INTO WOOD/STEEL/AL. TABLE NOTES: 1) LINEAR INTERPOLATION BETWEEN SIZES ANDIOR DESIGN PRESSURES IS ALLOWABLE. 2) ALL MULLION CLIPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED. HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNIC. 4) SEE SHEETS 2-4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 5) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/TRAPEZOIDAL LOADING TABLES (TABLE 12B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR BIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 12A). TABLE 12A A AL L Triangatarrtrapamtae1 Loaning Dealgn gnaws («1488') Roaugdw Loading Design Possum (Wdil') BAY MULL 09195 (90x0001 or Hm420I0e1) 98 10061 A5511ared Bulasfate1ype, See Able Maw: Substrate7yp9, SeeTaNe 6 A B C A BC A A B C A B C A B C A B C A BC S A 3 C #dA © ©n ©ooi © Ell o© © 170 ©n 170 © ©o 170 © Ell o©©oo © 170 ©o 118 ©© ©o o 170 © ©o 170' $ e 3 4259 119 97 119 109 B1 109 69 89 99 a 81 99 79 84 79 71 49 71 85 44 88 48 30 48 481n 128 88 128 108 71 117 92 61 108 81 83 89 72 47 00 68 42 82 M 39 74 40 27 51 50.025 In 123 51 128 102 87 120 85 58 111 77 80 103 88 45 94 81 '40 88 88 37 78 38 25 54 54 in 115 75 131 M 83 129 82 54 115 72 47 107 84 42 99 57 35 91 52 34 83 38. 24 57 80 in 103 88 185 08 57 128 74 49 120 65 42 113 87 38 100 52 34 89 47 31 80 32 21 55 0319 89 85 130 82 84 190 70 48 122 62 40 104 55 35 91 49 32 81 43 29 73 31 - 20 80 Min 94 82 138 78 51 128 87 44 109 M 38 93 52 34 81 47 31 72 43 28 88 0 19 48 721n es ea 122 72 47 100 62 40 e4 © 89 48 84 84 42 41 81 © 588 38 69 94 88 78In 82 64 106 M 45 M M 38 72 87 34 82 48 30 84 89 27 48 37 0 43 25 17 29 78 in M 82 07 M 44 79 87 37 87 M 38 87 44 29 M 40 2e 48 38 24 40 Q 18 27 so In 84 45 64 sa 38 82 44 32 44 38 28 38 33 28 33 30 23 SO 27 21 27 C 18 Min 53 42 53 43 35 80 37 M 37 32 27 32 28 24 28 28 21 28 2 18 22 16 I 18 10891 38 38 30 31 31 31 28 28 23 223 22 22 20 20 20 18 18 15 18 18 18 18 = . ry �'- 1111n 130 01 144 in 38 28 19 88 28 113 95 28 18 29 23 29 23 29 23 24 19 24 19 24 10 21 17 21 17 — 21 17 18 15 18 15 18 18 18 18 18 18 18 18 1s TABLEI2B 3.25° 30 DED AL BAY BUU. Triangatarrtrapamtae1 Loaning Dealgn gnaws («1488') DpenO� N+1gas1 a<HOd05Nel) 10061 A5511ared Bulasfate1ype, See Able A BC A B C A B C A BC A B C A I B C A B C A' S C © ©o© ©ooi ©o © 170 ©o 118 170 © 170 ©o© 118 170 170 ©o 118 170 © 170 ©o 118 ©© o 170 gyp$ g 1 L i� 1 42 In 170' 138 170 170 120 170 170 110 170 170 170 118 481n 170 118 170 187 '103 170 146 88 170 139 91 170 138 M 170 195 09 170 135 89 170 186 89 170 50.828 In 188 107 170 145 M 170 184 M 170 137 83 170 123 81 170 121 80 170 121 M 170 121 80 170 54 91 IM 88 170 133 87 170 122 M 170 114 75 170 110 72 170 107 70 170 106 70 170 CI 70 170 60 En 181 86 170 115, 78. 170 104 89 170 84 170 92 M 180 M M 152 07 57 148 M 87 148 631n 123 81 170 108 71 170 97 84 189 M 69 153 M M 142 B2 e4 134 M 82 129 78 : 51 128 Mtn 118 78 170 101 87 108 91 M 147 84 55 131 79 82 123 78 50 117 73 48 112 71 -: 47 108 7211 104 09 148 01 80 125 81 83 111 76 49 100 70 48 92 M 43 88 e3 42 82 80 39 781n 88 84 12 05 M 108 78 80 63 89 48 84 84 42 77 81 40 72 588 38 69 94 88 82 781n 08 82 115 62 54 98 73 48 M 87 44 77 82 41 71 89 38 M 58 37 82 81 84 M BO In 74 M 74 M 45 83 555 40 05 49 38 49 ' 44 94 0 41 21 41 38 30 38 92 - 25 32 lain 61 49 g1 82 42 52 45 37 45 40 34 40 38 31 38 33 M 33 31 97 31 29� 23 28 1081n 43 43 43 38 80 39 51 31 81 28 M 28 M 28 28 23 23 23 21 21 21 El •8 15 111 in 88 39 39 39 Es 33 29 29 29 M 25 25 23 23 23 21 21 21 19 19 19 18 15 '18 13510 144 In 31 18 31 31 mm. 20 28 25 22 m 22 22 20 20 20 18 18 18 18 18 18 18 18 18 " 1s 1e 40 Im 09 1 1 1 O_ yya�3 E� 1 44 w(t4I94 0 �,> :.o CASs QNao[m Miami Doak fl Z duel Centre! \1 \ \1111�2/1j�, ICkn • No.56Ts : A LYI44 II1, P.E. FL P .E .# 45705 4513.25' TUBE BAY MCJLUON AND CUP CUP ANGLE 8083- TBALUM. 1.121, L USE CLIPS PER 12111. END XSECTION I--2 �6' ----I T TABLE NOTES: • 1) LINEAR INTERPOLATION BETWEEN SIZES AND/OR DESIGN PRESSURES IS ALLOWABLE 2) ALL MULLION CUPS MAY BE FACTORY MACHINED AND CONTAIN UNUSED HOLES. IF NEEDED, HOLES MAY BE DRILLED IN THE FIELD FOLLOWING DIMENSIONS GIVEN ON THIS SHEET. 3) THE CLIP ANGLE MAY BE COUNTERSUNK. 4) SEE SHEETS 2.4 FOR GENERAL ANCHOR DESCRIPTIONS AND INSTALLATION METHODS. 6) FOR FENESTRATION PRODUCTS WHERE ALL FOUR SIDES ARE ANCHORED TO THE SUBSTRATE, USE THE TRIANGULAR/MAPEZOIDAL LOADING TABLES (TABLE 13B). FOR FENESTRATION PRODUCTS WHERE NOT ALL FOUR SIDES ARE ANCHORED AND FOR ALL HINGED DOORS, USE THE RECTANGULAR LOADING TABLES, (TABLE 13A). TABLE 13A 3.217' 481)130. AL BAY MULL Redoneler Loading Design Presses DWI) .. . Opening (VerUeel or WdzonlaI) ISO In 80 In 7010 80In 00111 180 In 1101n , 180 In Anchor end 8 u b $ 9111 e 7 11 5 0 . See Table B A B C A B C A B C A BC 0 A BC 0 A 8 C A 8 C A B C 6 el Analiont 2 2 8. 2 2 6 2 2 8 2 2 8 2 2 5 2 2 9 2 2 9 2. 2 8 (PIWDz11400 MAW Winn quo I 42 N 119 97 119 109 81 109 88 89 69 88 81 99 79 84 79 71 49 71 08 44 65 45 30 48 48 In 1 80 8 8 1 20 1 0 & 7 1 1 1 1 65 6 1 1 0 8 8 1 5 3 0 9 7 2 4 7 6 0 6 8 4 2 8 2 9 8 $ 9 7 4 4 0 2 7 8 1 80929 in 1233 81 128 102 97 120 88 68 111 77 50 103 68 45 94 61 40 88 80 37 75 38 28 64 54In 118 79 131 98 83 123 82 64 116 72 47 197 80 42 69 67 88 91 62 34 83 38 24 67 80 In 103 98 136 68 67 128 74 49 120 85 42 119 07 38 106 62 34 89 47 31 86 32 21 68 8319 09 65 138 52 54 130 70 48 129 82 40 112 88 38 98 49 32 87 46 28 78 31 20 53 88111 84 82 138 78 61 131 07 44 120 59 38 103 82 34 90 47 31 80 49 28 72 29 19 49 721n 88 87 140 72 47 114 92 40 88 84 38 89 49 31 73 49 28 86 39 26 88 27 • 1e 38 78In 132 84 120 as 48 98 58 38 62. 51 34 71 48 90 82 41 27 65 37 24 60 29 17 34 784n 80 52 111 68 44 91 67 37 78 60 33 66 44 29 68 40 28 51 38 24 48 28 18 31 80In 89 45 74 97 38 60 48 92 61 43 28 44 39 28 39 84 23 34 30 21 30 38 . 24 _ 9919 01 42 91 60 38 60 42 30 42 30 27 38 32 24 32 28 21 8 25 19 26 29 108In 43 38 43 35 31 35 80 27 30 ' 28 24 28 23 21 23 20 19 20 18 17 18 23 111 In 40 37 40 33 81 33 28 29 28 24 23 24 21 20 21 19 18 19 17 17 17 24 120In 32 32 92 28 28 29 22 22 22 19 19 19 17 17 17 19 19 16 21 21 21 18 TABLE 138 326. 44 DEG. AL BAY MULL T4an891alRapeseldel Laadlog 1 Da41gq Prawn DOW) CPaatae Dleriloai or HOrOrontaq 50 In 601n 7010 6010 9O In 1501n 1101n '160 In Anchor end 312160118 111111. See Table 8 A B C A 8 3 8 8 3 5 5 0 8 8 0 8 8 0 8 BC A B C 5916ro329 2 2 8 2 2 6 2 2 0 2 2 0 2 2 8 2 2 8 2 2 6 2' 2 e 1 1 421n 170 138 170 170 128 170 170 110 170 170 116 170 170 118 170 170 118 170 170 116 170 170 :110 170 48411 170 115 170 157 103 170 148 89 170 139 91 170 138 89 170 130 88 170 138 BD 170 138 89 170 60.82561 183 137 170 145 85 170 134 88 170 127 83 170 123 01 170 121 60 170 121 BO 170 121 50 170 84In 160 05 170 133 87 170 122 80 170 114 78 170 110 72 170 107 70 170 108 70 170 106 70 170 60 In 131 88 170 118 78 170 104 88 170 97 84 170 82 00 170 69 68 184 W 87 159 88 ` 57 157 63.In 123 81 170 108 71 170 87 84 170 90 89 188 83 68 153 82 84 144 80 152 130 76 ' 61 136 81319 116 70 170 101 87 170 91 60 184 84 68 148 78 52 197 78 80 128 73 48 123 71 47 118 721n 104 69 170 81 80 145 61 69 127 79 49 118 70 48 1013 W 43 99 63 42 84 60 99 88 7e in ea 64 144 85 58 122 78 60 107 88 48 BB 64 42 53 81 40 82 58 98 78 64 38 71 7949 88 82 133 82 84 113 73 48 88 87 44 88 62 41 81 69 39 18 613 37 71 81 .34 64 80 In 80 63 88 89 49 72 81 40 83 88 38 88 81 34 81 47 31 47 44 30 44 38 . 24 38 96In 70 49 70 69 42 N 51 37 51 • 48 94 48 41 31 41 38 29 38 38 27 98 29 .29 ea 10810 48 43 49 41 37 41 98 32 38 32 2e 32 28 28 28 29 25 25 24 23 24 19 : 19 19 11191 40 41 45 38 35 98 33 31 99 29 28 29 213 28 28 24 24 24 22 22 22 17 r 17 17 12019 38 38 38 30 80 .30 28 28 28 23 23 23 21 21 21 18 16 19 17 17 17 +.W.Y ._ 14419 .20 20 20 17 17 17 15 18 15 a X m 1 1 a d if i MProved as ci14p 41g *NI i8, Florida D;y; , : uetin Daft NOM _1 EpMPLE 1: SINGLE VERTICAL MULLION .YVO ANCHORS IN HEAD SEE MULLION LENGTH r SEE FENESTRATION PRODUCTS NOA L_ DETAILS, SHEETS 2-3 r' L___.. NO ANCHORS IN SILL 32' U y2._ —II --MLL WIDTH OPENING WIDTH Q THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2 -1M°. THE OPENING REQUIRES A DESIGN PRESSURE OF +80.W-85.0 PSF. 1) RI FCT WHICH METHOD OF ATTACHMENT IS THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHOR/SUBSTRATE TYPE °C° WILL BE USED FOR BOTH ENDS OF THE VERTICAL MUWON. 2) THE MULLION LENGTH 15 60° AND THE OPENING IS 32° +32 44°. BECAUSE THE SILL OF THE WINDOWS ARE NOT ANCHORED, THE TABLES USING RECTANGULAR LOADING MUST BE USED. SCAN THE MUWON TABLES FORA MULLION THAT IS AT LEAST THE WINDOW FRAME DEPTH OF 2 -1/4° AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80 .0l-85.0 PSF WHEN USING THE V COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. FROM TABLE 3A, SHEET 7, THE 1' X 2.78° X .378° MULLION MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-82.0 PSF AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. FROM TABLE 4A, SHEET 8, THE 1' X 2.76° X .880° MUWON (LENGTH = 80°, OPENING = 84°) HAS A DESIGN PRESSURE OF +/-98.0 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. BECAUSE THE MUWON ADDS 1° TO THE WIDTH OF THE MULLED UNIT. THE ADJUSTED BUCK WIDTH I8 32' +1° +32°=86°. VERIFY THAT THE DESIGN PRESSURE I8 STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO O RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION, EXAMPLE 2: MULTIPLE MUWONS MULL WIDTH-1r VERTICAL MULLION 8 OPENING FOR HOME. SEE FENESTRATION PRODUCTS NOA -.. MULL r-_ • - 1WIDTH 1 i + SEE DETAILS, SHEETS 2 -3 —�S#E SEE DETAILS, DETAIL E, SHEET3 SHEET3 SEE DETAILS, SHEETS f 24 r- - -5 �`. HORG. 3r. HOME MULL LENGTH MULL LENGTH OPENING FOR VERTICAL MULL THE BUILDING SUBSTRATE IS KNOWN TO BE CMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH 18 2 -3/8°. THE OPENING REQUIRES A DESIGN PRESSURE OF +80.0/45.0 PSF. 1) SELECT WHICH METHOD OF ATTACHMENT I8 THE MOST SUITABLE FOR YOUR APPLICATION FROM TABLE B, SHEET 3. FOR THIS EXAMPLE, ANCHOR/SUBSTRATE TYPE A• WILL BE USED FOR THE END OF THE HORIZONTAL MULLION ATTACHING IN CMU AND TYPE °• (INTERSECTION U -CLIP) WILL BE USED FOR THE END ATTACHING THE HORIZONTAL MUWON TO THE ALUMINUM VERTICAL MULLION. FOR BOTH ENDS OF THE VERTICAL MULLION ATTACHING TO CONCRETE, TYPE W WILL BE USED. 2) CHOOSE THE LONGER MULLION FIRST. FOR THE VERTICAL MULL, THE MUWON LENGTH I8 32' +72°=104° AND THE OPENING IS 36°+38 =72°. BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON AU. 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED: SCAN THE MUWON TABLES FOR A MUWON THAT I8 AT LEAST THE WINDOW FRAME DEPTH OF 2-3/8° AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.01-55.0 PSF WHEN USING THE A' COLUMN AS DETERMINED IN THE PREVIOUS STEP. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 2° MP TUBE MUWON 014 SHEET 14, TABLE 10B, MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +/-88.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CUP. BECAUSE THE MULLION ADDS 2° TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED BUCK WIDTH I8 38°+2° +38°=74 °. VERIFY THAT THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED WIDTH. 3) FOR THE HORIZONTAL MULLION, THE MULL LENGTH I8 38' AND THE OPENING I8 32° +72•■104 °. BECAUSE THE FRAME OF THE WINDOWS ARE ANCHORED ON ALL 4 SIDES, THE TABLES USING TRAPEZOIDAL LOADING MAY BE USED. SCAN THE MUWON TABLES FOR A MULLION THAT I8 AT LEAST THE WINDOW FRAME IjEPTH OF 2-3/8° AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +80.0/46.0 IMF WHEN USING THE W COLUMN AS DETERMINED IN STEP 1. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. THE 1' X 276° X .376° TUBE MULLION ON TABLE 35, SHEET 7 MEETS OUR REQUIREMENTS WITH A DESIGN PRESSURE OF +P170.0 PSF. NOTE THE NUMBER OF ANCHORS REQUIRED IN THE CLIP. BECAUSE THE MUWON ADDS 1° TO THE HEIGHT OF THE MULLED UNIT, THE ADJUSTED BUCK HEIGHT I8 32°+1 *72°= 106'. VERIFY THAT THE DESIGN PRESSURE I8 STILL APPUCABLE FOR THE ADJUSTED,HEIOHT. NOTE THAT THIS IS A DIFFERENT MUWON THAN THE VERTICAL MULLION. OPTIONALLY, THE SAME MULL COULD BE USED AS LONG AS THE FINAL DESIGN PRESSURE REQUIREMENTS ARE MET. 4) FOR THE INTERSECTION CUP IN THE HORIZONTAL MUWON TO VERTICAL MUWON, USE 2 ANCHORS AS SPECIFIED ON THE INTERSECTION CUP DETAIL FOR THIS MULLION IN SHEET 7. ANCHORS SHOULD BE 812 SHEET METAL SCREWS (ANCHOR TYPE C) SINCE THE SUBSTRATE IS ALUMINUM, SEE TABLE 8, SHEET 3. 6) FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE 18: + /-88.0 PSF FROM THE VERTICAL MUWON; + / -170.0 PSF FROM THE 38' HORIZONTAL MULLION ATTACHING TO CMU; +/ -170.0 PELF FROM THE 38° HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS +1 -88.0 PSF AND WOULD APPLY TO ALL OF THE MUWONS. 8) VERIFY THE DESIGN PRESSURE FOR THE FENESTRATION PRODUCTS USED WITH THIS MUWON SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY, FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MUWON AND THE FENESTRATION PRODUCT BE INSTALLED 114 ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. IX LI 0 c�1 115 1 ^Florppmvedm complAtg with the axle ida axe , Iwo Miami O= I IM°d Comm) tea... L-=-% . ac * : HO. 86TH AE4F :` '��i`,SSIONA� A. LYNN MILLER, P.E. FL P.E.@ 68708 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) T. M. Windows & Door, LLC 601 N. W. 12ih Ave., Pompano Beach, Fl. 33069 r11II i1MI- DADE,C9U TY,,FLORIL2A METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.com SCOPE: This NOA is being issued under the applicable rules and regulations goveming 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 descri has been designed to comply with the Florida Building Code, including High Veloc urricane Zone of the Florida e u • ; Code. DESCRIPTION: eries "230 " Outswing Aluminum Door w wo sidelites APPROVAL DO UMENT: Drawing No. W02-77.--, 'titled "230 Alum Outswing Door w /sidelites. ", sheets 1 through 6 of 6, prep. .. Al- Farooq Corporati. -dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, = . _ ., earmg the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and ex i a e y the Miam ade County Product Control Division. MISSILE IMPACT RAT Limitation: Exterior (positive Large Missile. Impact Resistant sign loads to be limited pP eefl`�of the drawings. 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 & renews NOA # 02- 1016.09 and consists of this page 1 & evidence page E -1 & E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P. E. Expiration Date: D Approval Date: July 1 , Page 1 A No 06- 0327.02 26, 2012 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (Transferred from file # 02- 1016.09) 1. Manufacturer's die drawings and sections. 2. Drawing No. W02 -77., titled "230 Alum Outswing Door w/ sidelites. ", sheets 1 through 6 of 6, prepared by Al- Farooq Corporation, dated 08 -28 -02 and last revised on Apr 24,2008, signed and sealed by Dr. Humayoun Farooq, P. E. B. TESTS 1. Test report on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 32.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. 2. Test report on 1) .Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test per FBC, TAS 202 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL -3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (transferred from file # 02- 1016.09) 3. Referenced test report per TAS 202 -94, Test Report No. FTL -2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by Dr. Humayoun Farooq, P.E. 2. Glazing complies w/ ASTM E -2002. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E -1 Wm, 1. LIV1 Ishaq I. Chanda, P. E. Product Control Examiner • NOA No 06- 0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 T. M. Windows & Door, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 06- 0216.06 issued to Solutia Inc. for "Saflex IIIG interlayer", expiring on 03/04/09. 2: Notice of 07- 1.116.11 issued to Saf- Glass LLC for "SAF -GLAS polycarbonate laminate ", expiring on 12/16/12. F. STATEMENTS 1. Letter of conformance and "No financial interest, dated 03 -08 -2008 signed & sealed by Dr. Humayoun Farooq, P.E. 2 Statement letter of compliance, as part of above test report. G. 0'1 HER 1. This NOA revises & renews NOA # 02- 1016.09, expired December 26, 2007. 2. Test proposal # 07 -3698 dated Nov 08, 2007, issued by BCCO. E -2 Ishaq L Chanda, P. E. Product Control Examiner NOA No 06-0327.03 Expiration Date: December 26, 2012 Approval Date: July 17, 2008 SURFACE APPLIED FALSE MUNTNS MAY BE USED NA())CHORS AT MTG. STILE ENDS REOD. FOR WOOD INSTALLATIONS 149 we `(2) READ. FOR CONC. INSTALLATIONS FRAME WIDTH / 3' 11' J' 8' 13' MAX. 1 O 1 I © 11 I / I`II - Iii ` HEAD 1 1 /SILL / / O __. - \ \ — II II 11 II 1 11 O ii x/ 11Y n 11 {F II II it 11 11 II 11 it 11 1} I /II 'r/ __W.� \ n- — \ 11 \ 11 = ==.7 F____ \11 _ IN— A�11VE II\ II iiO 1 ° \ I/ \ 11 \ 11 11 --=‘,14.=-7= v,J1 LOC` °PR'.P1.@1 __ le/ __lY1____ - -n - --- / ©e 1 / 10 1 IF=S == 1✓ AC JE / II / 11 / ii 11 11 11 A II 11 II 11 :1 // U1.1 -___ n ii 11 '° A 11 ii 11 II 1 II 33 3/8' II I 25 1/2' 1 I 25 1/2' II I i 33 3 /B' D.L OPG. 1 1/4' D.L OPG. 34 1/2' O.L. OPG. 34 1/2' 0.L OPG. PANEL WID1H 37 5/8' PANEL WIDTH 71 5/8' 1 1/4' 37 5/8'__._ SIaELTTE WIDTH DOOR FRAME WIDTH ( oxxo ) SERIES -230 ALUM OUT - SWING DOOR W/ SIDELI 000RS /SIDEUTES GLAZED WITH LAMINATED GLASS RATED FOR LARGE MISSILE IMPACT AND REQUIRE NO SHUTTERS. Rauh OFTHTHE FLORIDA BUNG AND ODE 2004/2007 COMPLY EDI ION INCLUDING HIGH VELOCITY HURRICANE ZONE omin 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 IIIMYCND WALL DRESSNG OR STUCCO. ANCHORING OR LOADING CONDITTONSr NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE N ALLOWABLE STRESS IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERWS NCI.UDNG BUT NOT LWDED T!I 51'EEI;/ME1'AL SCREWS. THAT COME NTO CONTACT WITH OTHER DISSIMILAR MATS SMALL. MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECilbN =2003:8.4. 5' MAX. HEAD/SILL CORNERS t. TYPICAL ELEVATION ANCHORS AT MTG. STILE ENDS (4)' MOD. FOR WOOD INSULATIONS (2) REOD. FOR CONC. INSTALLATIONS SURFACE APPLIED FALSE MUNTNS MAY BE USED 71 we FRAME WIDTH B' t3' MAX. HEAD I 1 ) \ 5' MAX. HEAD/SILL CORNERS \ it SEE SHEET 2 FOR GLASS TYPES AND DESIGN LOAD CAPACITIES. 26 5/8' D.L OPG. 34 1/2' PANEL WIDTH 1 26 5/8' D.L OPG. 34 1/2' PANEL WIDTH r 1 Paw= RENEWED imitImptylat with me Florid* Itiddlag Cade Magenta xpko ol, N*. c oZ Expiration Date A'oJZ By Mini) 1Md2P'miYdYM�H K , Division LAMINATED GLASS LARGE MISSILE IMPACT Env, DR. HUMAIOUN FAR000 STRUCTURES F1A PE #15557 8 3 P. Z—' 8 1 1 drawing no. W02 -77 sheet 1 of 6 ) • DESIGN • .• e•.,- ., FOR SI2a: SHOWN BELOW OR A•`= GLASS TYPE 'A' GLASS TYPE ,' EXT. ( +) INT. ( —) EXT. ( +) INT. (- DOORS W/o SIDaa: 80.0 90.0 90.0 90.0 DOORS WITH SIDELTES .0.0 90.0 — — FOR INSTALLATIONS WH N RESISTANCE IS REQUIRED OMIT EXTERIOR( +) LOADS AS FOLLOWS 1 -5/8' THRESHOLD m +53.3 PSF 2 -5/8' THRESHOLD = +80.0 PSF 3 -1/2' THRESHOLD = +90.0 PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300- 02/04;(3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 37 7/16' MAX. (X) 79 1/4• Arm. / 71 5/8' MAX. n 11 (XX) 115 3/16' MAK XO OX 110 1/2' MAX. (OXO) / \ / // / \\ XO OX 110 1/2' MAX. (OXO) (XxO) (OXX) APPROVED CONFIGURATIONS 115' MAX. /^\ \ / I / li \ \ // / \\ Lea . te/ \ \ / \ / \ \ / \ V / (XxO) (OXX) APPROVED CONFIGURATIONS 115' MAX. (XOX) 149 3/8' MAX. \ / I / li \ \ \ / / \ 1 . \ \ / \ / \ 0 / , (XOX) 149 3/8' MAX. (OXXO) 0.460. OVERALL LAM. GLASS GLASS TYPE 'A' (scan) 3/1•• HEAT STREW() GLASS .090 SAFL.FX NG KEEPSAFE MAXIMUM PVB. INTERLAYER 3/16' HEAT STREW!) GLASS 3/18' ANNEALED I1L# .081 SAF —GLAS '. POLYCARBONATE LAMINATE 3/18' ANNEALED GLASS SIMONE SILCONE TREMCO TREMGLAZE 500 TREUCO- TREMGLAZE 500 GE RGS7700 GE R057700 0.480' OVERALL LAM GLASS GLASS TYPE 'A' (DOOR LEAF)• 0.455. OVERALL LAM. GLASS GLASS TYPE 'B' (DOOR LEAF) GLAZING OPTIONS Ow OR. HUALA/ EMI= inn C.A.N. STRUCTURES FLA. PE 35M 2008 PRODUCT RENEWED plyIng.415 Ise F:+.iAa MtddlepCode Amplaa r N i . RaWn6oa DANO &i7% 77j . 5 c at8 . .) OZ 5 ■ drawing no. W02 -77 sheet of 8 \ / I / li \ \ \ / \ / / !i (OXXO) 0.460. OVERALL LAM. GLASS GLASS TYPE 'A' (scan) 3/1•• HEAT STREW() GLASS .090 SAFL.FX NG KEEPSAFE MAXIMUM PVB. INTERLAYER 3/16' HEAT STREW!) GLASS 3/18' ANNEALED I1L# .081 SAF —GLAS '. POLYCARBONATE LAMINATE 3/18' ANNEALED GLASS SIMONE SILCONE TREMCO TREMGLAZE 500 TREUCO- TREMGLAZE 500 GE RGS7700 GE R057700 0.480' OVERALL LAM GLASS GLASS TYPE 'A' (DOOR LEAF)• 0.455. OVERALL LAM. GLASS GLASS TYPE 'B' (DOOR LEAF) GLAZING OPTIONS Ow OR. HUALA/ EMI= inn C.A.N. STRUCTURES FLA. PE 35M 2008 PRODUCT RENEWED plyIng.415 Ise F:+.iAa MtddlepCode Amplaa r N i . RaWn6oa DANO &i7% 77j . 5 c at8 . .) OZ 5 ■ drawing no. W02 -77 sheet of 8 • TYPICAL ANCHORS SEE ELEV. FOR SPACING 18Y OR 2BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY OR 28Y . TYPICAL ANCHORS WOOD BUCKS 1/2. MIN. FUJSH BOLT PENETRATION SEE BEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURES NOT BY TM WINDOWS MUST SUPPORT LOADS IMPOSED BY GLAING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING z 1/4' DIA TAPCONS RY FI c 1 INTO WOOD STRUCTURE 1 -3/4' MIN. PENETRATION INTO WOOD THRU 1BY OR 2BY WOOD BUCKS INTO MASONRY OR CONC. 1 -1/4° MIN. EMBED INTO MASONRY OR CONC. DIRECTLY INTO CONCRETE OR MASONRY 1 -1/4' MIN. EMBED INTO CONCRETE OR MASONRY 1/4° SELF DRILLING SCREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2' MIN. INTO WOOD STRUCTURE m 1° MIN. INTO METAL STRUCTURE,= 3/4° MIN. REQD. FOR ESIGN ABOVE +533..3 PSF /8 MS AT 12' O.C. TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/8' X 3/8' WEEPS 2 -1/4' FROM SILL ENDS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL. ANCHORS SEE ELEV. FOR SPACING QN PIECE SILL ALTERNATE TO TWO PIFCE SILL AT LEFT 3/6° x 3/8' I/2' FROM SILL ENDS TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 ROWS REQD. FOR .8910N LOADS ABOVE +80.0 PSF ja SMS AT 12' O.C. ALT. TYPICAL ANCHORS. SEE ELEV. FOR SPACING PRODUCT RENEWED is temFi/iog with Ow Florida Aaeptaaa�NoD6^63Z%Oy S•flntioa D.k pW4 7.L('e/Z Engr: DR. NUMMOUN FMMW STRUCTURES F O PE 116357 OAYba u. ' 6 1 0 ry: 0 c $ o0 as 2 drawing no. W02 -77 (sheet 3 of 6 ) FLUSH BOLT FLUSH BOLT AT INACTIVE LEAF AT ACTIVE LEAF f U v. wir 1/4• SELF DRILLING SCREWS AT O. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1236 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAIL (308) 2626978 1/4• MAX. NNOpT REGD. WHERE Pd.8800 © PSF 6 AND TlFROM O.C. O SHIM I © O ® 9 ® Al m r— — ®I s� Il - IN- ACTIVE LEAF ® ACTIVE LEAF = r - x.92( 1 � ____I �►!_ : - -n ACC i MI l —11S111 - T i/4• SIDEUTE WIDTH . © L /a• 0 OPTIONAL © LEAF WIDTH 0 el • LA WIDTH j 3 a TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL. 33069 TEL (954) 781 -4430 FAX. (954) 781 -5078 �� HINGE ASSEMBLY LOCK OPTION #1 SIDELRE WIDTH DOOR FRAME WIDTH OVERALL FRAME WIDTH TYPICAL ANCHORS . EXTERIOR FOR SPADING IN- ACTIVE LEAF I DJ — na .13 0i g ® SEE NOTE ABOVE • • LOCK OPTION #2 • METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. • 1/4• MAX. SHIM SPACE 1 TYPICAL c 0 E4 SHIM O O < m ACTV1 E LEAF ■ �� I'1 SEE ELEV. FOR SPACING PRODUCT RENEWED as 8p with the Florida Code �' y� r? ,__' 3 ca •§ • =-L_ UCiE'JS78 I4 el .- �-•I, tl '(... _, .��- �F�., 1 -4-er . 11MIS MIN. •. m 4 20Q8 drawing no. W02 -77 LEAF WIDTH , LFAF WIDTH • . FRAME WIDTH FRAME WIDTH sheet of . V U IL& NAIR , N L�4 • ITEM / PAST / QUANTITY DESCRIPTION MATERIAL NAND. /SUPPLIER/REMARX8 r--- 3,000� 062 L773 pfly ! P_.T 11 j --2129 L. 1 TN -3&1 1 FRAME HEAD 8083 -78 2 GIP 22815 1 FRAME SILL 6083 -76 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1735 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (308) 2848100 FAX (308) 2826878 7— I ' ' ' 2A 05 37319 1 ALT. FRAME SILL 6053 -T6 - 1.991 LS25 12S 0.310 CENTER HINGE m�B 28 TM104 1 ALT. FRAME SILL 6087 -T8 - 3 80 38572 2 SmEUIE FRAME 80&3 -T6 - 1.600 - JA 1M178 2 DOOR JAMB 6083 -T8 - II 1- -L848J Fft4ME HEAD TM -036 4 DW 36048 1 PANE. LOCK STILE 8063 -15 FLUSH -275 GUIDE GW -27646 .125 4A 01172 1 ALT. PANEL LOCK STILE 8083 -76 - 5 GW 32035 1 PANEL 6063 -15 - 9249 0.572 GW 37889 -A OUTER HINGE HINGE PIN 6 TM -081 2 TOP/ TTO PANEL TOP /BOTTOM RAIL 6083 -16 - 2125 7 ON 31826 4 WEATHERSTRIP ADAPTER 6063 -T6 END OF 0008 STIES (TOP/BOTTOM) ea 8 GW 37889* 2/11WGE ASSY. TM OUTER BUTT HENCE 6081 -78 DOOR PANEL/FRAME HINGE SIDE law 1.012 9 GW 33888 1/HINGE ASSY. PA CENTER BUTT HINGE 6063 -T8 DOOR PANEL/FRAME HINGE SIDE 3AD0 1.0 10 GW 32222 2 . DOOR LOCK INSERT 6083 -75 LOCK STILE r 11 - 2/ LEAF 3/4 6 1 1/4 x 3/4 x 1/8' TIX. GAP ALUMINUM r LONG .1162 L843 ^ . 1.843 12 16 - 4037 2/LEAF AS REO D. TM FLUSH BOLT ASSEMBLY 'ULIRAFAB' ALUMINUM WOOL DOOR LOCK SIRES LOCK SIRES. JAMBS. HEAD. SILL • CE4IERFIN WOOLPELE 3.681 17 OW 27848 2/LEAF FLUSHBOLT GUIDE, 2 LONG 8083 -75 LOCK STILES ENDS (TOP /601T011) f sES -230 PLUM O T -SWING ODOR 1/ S68RES (ULL f]l TM WINDOW AND DOOR 601 N.W. 12TH AVE. POMPANO BEACH, FL 33069 TEL. (954) 781 -4430 FAX (954) 781 -5078 _-- -- 1,500 /10 X S /6' /HINGE CAP F.H. SINS 10 % 5 /B' F.H. 18 - 1/HINGE 7/32'0 HINGE PIN STEEL AT EACH HINGE ASSEMBLY 20 - AS REOD. {10 x 1/2' F.H. UNDERCUT 518. STEEL AT FLUSi4 BOLTS SIDELTTE FRAME OW 36972 =to DOOR JAMB O T617S 21 - 2/LEAF 1/20 THREADED ROD, WASHER & NUT STEEL 709/601706 ENO RAILS 22 SERIES 400 1 CWIXSET KNOBLOCK - ACTIVE LEAF 23 SERA Epp 1 KWIKSET DEADBDLT - ACTIVE LEAF 1.574 WW OT 6000 24 - 2/HINGE ASSY. HINGE BUSHING PLASTIC HINGE ASSEMBLY .750 25 - 36 DUST PLUG (09110801.) PLASTIC DOOR J05113 INSTALL SCREW HOLES 501 3.401 III AS RE0D. X10 x 1' P.. 516. (AAY. SCRm!) SIEFl DOOR FkWE MEABRS/ANLL CUPS __ 27 - 2/NINR,'E ASSY. HINGE CAP PLASTIC HINGE ASSEMBLY WEATHER -STRIP ADAPTER OW -31826 3000 j_1 062 {mB 7b89 2g 1 SILL ADAPTER (1' X 1' % 1/18' TUBi� ALUM JD 1 SILL ADAPTER (I/2' X 1' X 1 /16' TUBE) ALUM HINGE I!J a Dmj o 2000 31 •1Y -078 1 LOCK STILE REINFORCEMENT 8083 -75 FULL LENGTH • DOOR LOCH STILES 34 7M-�44 2 MULUON 8083 -T5 BETWEEN DOOR/SIDE LITE JAMBS .35 ,— .675 .415 I L--L7311 DOOR TOP & BO1TOM RAIL TM 081 35 OW 31858 4 GLASS STOP 6083 -15 SIDE UTE GUa80 PERIMETER 37 OW 38737 OPTIONAL 0.0. DECORATIVE MOULDING 6063. -18 0008 PANEL PERIMETER 2.126 ASSEMBLY 37A 711-159* OPTIONAL 0.0. DECORATNE MOULDING 6063 -76 COM PANEL PERIMETER —{ .1 v S ??. H i 6 I r- 3.3751 Zoo O DECORATIVE OW-36737 MOUl.DING 4.753 4.743 3.ao0 062 .625 .790 _ 062 .... b2S _ .075 . 1��...- _ UU 3000 ��, --r-,1 ULL Ji SB7 3900 x.125 ' T—� 1750 i � - -- - , V-- DOOR HINGE OW -38935 1 1.000 1 —!— -•11- r.520 - 'ADD �— 1 2-040 —+ .750 1.750 2• I�0 1750 n(1 1 ""'I 1 3166 —.1 STILE 6 062 --I1- I a 062 29 ® SILL ADAPTERS 4000 000R LEAF STILE O GW 36048 M-4200 ALT. DOOR LEAF STILE ' 714172 I nn 0 oq ° - 8 R DECORATIVE MOULDING 7 TM -1554 MUWON 76 -054* 2 < m 1.213 .500.1 f-• 1 PRODUCT RENEWED ^ •—• 'L �--' �. .6 E' I 1 TT-AU L157 - TI-i.. .j 3.790 1.157 ,,fu II • 2599 780 r�29D lAS9 Emir. DR. FARD00 PE �CAFL d ZoOR °O �PWxB WI14 46. FIorido pin�xnNuGC- i)'�Z%6y �, LS� �T J1. 240 .625 1595 b00 .429 b40- {---•I 205 '— .r ( 1.1 - I � `I Thud a - 062 T----L_____ I- ' J- G.- 1.840 drawing no. W02-77 049 GLASS STOP GW -31055 3000 STD. FRAME SILL .GIN -28615 -___.,1 ® ALT. FRAME ILL 3000 ALT. FRAME SILL 425 . 31 LOCK STILE ERENFORCEMENT sheet 5 of 6 1 SEALANTS: FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. "L, 7-5/8" LONG ALUM BUTT HINGES, AT 11' FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS; OPTION 11. STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EMERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK SDLE, 48" FROM BOTTOM CONVENTIONAL. LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 30 -1/2' FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE(X) DOORS OPTION in MULTI —POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 34-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK STILE FASTENED WITH (2) /12 -28 X 2-1/4" OH MS METALLIC STRIKE PLATE AT 34-1/2" FROM 601TOM 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) —32 X 1/2' F14 MS 10 BZ ENGAGED DARING PE OAF H ACME URRICANE MA ) FRAME TOP CORNER SIDELITE CORNER FRAME BOTTOM CORNER. Eel 011. SIRI FAROOG RA. PE / 16557 CAN. 3535 R 2 42008 a PRODUCT RENEWED ma=apt:ing with the Florida adding Code Acceptance Nob /-.132'%02— litapheetteat Dale pin 2179.42 mow g�.114ji'Iti. drat 6ieNan Ol e^ O g G a= U rR'- m 2-$OZ 1 �Za .§E 'T! 1 drowing no. W02 -77 sheet 6 of 6