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WS-11-1937Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 165684 Scheduled Inspection Date: November 15, 2011 Inspector: Rodriguez, Jorge Owner: STANFILL, LAWRENCE Job Address: 9200 NE 6 Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: EW REED INC Permit Number: WS -10 -11 -1937 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (405)751 -7919 Parcel Number 1132060150020 Phone: (305)759 -5271 Building Department Comments 18 EACH CASEMENT IMPACT WINDOWS Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. November 14, 2011 For Inspections please call: (305)762 -4949 Page 13 of 34 4M3 BUILDING PERMIT APPLICATION FBC 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PRONE NUMBER: (305) 762.4949 Permit Type: BUILDING OCT 2 i 2011 Permit No. UJ' l Master Permit No. OWNER: Name (Fee Simple Titleholder): Awnaa'CEs StA04 f W CARD L Phone#: �C� a �7 j /- % 3?R Address: 92 61-/ A V,00 City: 1-/1 Ai ■ S l4-uQe_5 p1 State: Zip: 3 3/ 3 2 Tenant/Lessee Name: Phone #: Finait JOB ADDRESS: 9 a 0 L I NE (D }b► AvQ✓l W e City: Miami Shores County: Miami Dade Zipi 33t 313 • Folio/Parcel #: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: F. W • ReQti, tnc • Phone #: 305 •75°I1— 5a7 1 Address: 13'400 i��AA 6 i 44 A v-'. City: NO ("4-1•"% WW.C.rn ■ State: \ Zip: 3 3\ EN '' Qualifier Name: eikt./J 1 ^ Va • s M.. Phone #: 30S OVar Oct. 06 State Certification or Registration #: C. C C oc 4-S ctQj Certificate of Competency #: Contact Phone#: SOS 153)— 7 1 Email Address: fee AC, Gear., C4 a Y(. E Qc) (. CG•Y) - DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ ,� R 9 13 ' Square/Linear Footage of Work: Type of Work: Addition UAlteration ONew DRepair/Replace UDemolition Description of Work: r )4 v� *+ x+ x******+ e**** ********************* *** *Fees. *** wax * * *** *********** waxy * **** **** ** * ***** Submittal Fee $ Permit Fee $ CY-642 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 2 /1/)//t52_, 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 /VA- 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 Ft.F,CTRICAL 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be pos the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence o inspection will not be approved and a reinspection fee will be charged. Signature ee.-447N-itt."�' Sign Owner or Agent The foregoingiinstrument was acknowledged before me this 11 day of .4 , 20 0l , by 1-4w 4 ►g 1/ who is personally known to me or who has produced F7) L As identification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires •:; Ct, BARBARA J. BRUMMETT • * MY COMMISSION 9 CE 114008 EXPIRES: August 8, 2015 Ikeided T1nBu NeteryServices Contractor qq The foregoing instrument was acknowledged before me pis ®® day of ale, 142.Y , 20 11, by E #J ge- , who is personally known to me or who has produced L as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: aotFg,'°% BARBARA J. BRUMMETT * =c \,_ * MY COMMISSION 4 EE 114998 My Commission Expire ° " °:ugia EXPIRES: August 8, 2015 or4'FOF OoPa� Baled Tin Budget Notary Services ****** ** k*******+N** PAP** ** ******* * ***** * * ** F&+ F*nH*R+* ***** *At* *+ R**** ******+b+b**+N******** **** *** *$*+F*+A*+A*$******* APPROVED BY fi Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06 /10i2009)(Revised 3/15/09) Zoning Clerk S. s NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. /I °-32. 0 to° c, t5 - b 0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 111111 111111111111111111111111111111111111111 CFN 2011R073 4- 3 9' a OR Bk 27878 Ps 0984; tips) RECORDED 10/31 /2011 14 :49 :50 HARVEY R:UVINr CLERK OF COURT MIAMI —DADE COUNTYr FLORIDA LAST PAGE Space above reserved for use of recording office Legal ;4=0'41-:4)*ScOon of property and stree address: e 5 3 Li 2 ° .2-3 RC_.. s• -1 r> PL c'- Pry, i3 LAG S 9 to f '"l b4/11 i .6-nc946 -> 5,.e Z j'i3 -'S ^`f pt of rovement .a I �-�r� cT L4,1 r A.a 7,47 C. U S 12 F:}e, r t r' ,077 O a e and address: X... A u-0 RA" interest in property: Name and address of fee simple titleholder: 4. Contractor's name, address and phone number: g _ 10‘..) • R-L 1 1 n C • Edu i ✓l NU. keeci oyoo -'E ii - 10044-h 6-4"."1-1":1 �1. 331,\ . F ` ` 1S`i S �.) I 5. Surety: (Payment bond required by owner from contractor, if ny) STAT OF FLORIDA, COUNTY OF DARE At_ Name, address and phone number I HEREBY Amount of bond $ Wlglll� In 0'8011 6. Lender's name and address: /1/ ` • 7. Persons within the State of Florida designated by Owner upon whom MIMEOS Section 713.13(1)(a)7., Florida Statutes, /WA' Name, address and phone number. s %t A,- , // S Gc9 .4QL 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this Notice of Commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of 0 rer(s) or Own- . )' . i'4.r� /4_�.. • iii' tor/Partner/Manager Prepared By . ��� _ _ i� %ji�� Prepared By Print Nam A A-+�l°t -i -'C ,� .v , / / Print Name LAP 41-- SFRf■fd T Dffc '0 Title /Office STA'E-OF- FLORIDA COUNTY OF MIAMI -DADE The oregoing instrument was acknowledged before me this 1 day 9f f C( i I By �(+tw°C fltz 5-11-6, PeRMWAMA, or Notary Public, State Florida Commiesionif EE 107488 '.Ay comm. expires June 28, 2015 C..sroi iLe¢15,51 144 for C.sAanhiI - L S'j5)- i11.314- 6/0:0 4 �i�-24sZ '� -11- -o� �. I- 1S'i'� roduced the following type of identifica ionI- �i. ( 'P Signature of Notary Public: 11 ✓L•,, Print Name: Cit 1 1-r (SEAL) MOLD► R, LAX VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. Signature(s '•wner(s) or By =� - 123.01 -52 PAGES 3/10 er(s)' Notary Public, Of Florida Oommlluion# EE 107488 My comm. expires June 28, 2018 cer/Director /Partner/M r who signed bove: By i! 1L NORTH MIAMI City of North Miami 776 N.E.125 Street • North Miami, FL 33161 • 305 - 893 -6511 Business Tax Receipts Issued Date: 10/1/2011 Expiration Date: 9/30/2012 Business Tax Receipt #: BT- 000943 REED (E.W.) INC. 13400 NE 17 AVE NORTH MIAMI, FL 33181 CONTRACTOR'S OFFICE STORAGE OF EQUIPMENT Business Name / Address: REED (E.W.) INC. 13400 NE 17 AVE NORTH MIAMI, FL 33181 NOTICE: BUSINESS TAX RECEIPT MUST BE TRANSFERED WHEN BUSINESS IS MOVED OR SOLD. NON - TRANSFERABLE • POST IN A CONSPICUOUS PLACE • NON - TRANSFERABLE MIAMI-DADE COUNTY TAX COLLECTOR 140 W, FLAGLER ST. ;1st FLOOR.' MIAMI,, FL 33130 2011 LOCAL `BUSINESS TAX RECEIPT MIAMI -DADE COUNTY - STATE OF FLORIDA; EXPIRES SEPT. 30, 2012 MUST BE DISPLAYED AT PLACE OF BUSINESS PURSUANT TO COUNTY CODE; CHAPTER 8A - ART? & 1 039220 -9 BUSINESS NAMa/ If-CLITION 13400 NE 17 AVE 33181 NORTH MIAMI OtDEWINC THIS IS NOT A BILL — DO NOT PAY RENEWAL STATEir I& %4598 scciTir _ BUILDING THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CITIES. NOR DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR LICENSE REQUIRED BY LAW. THIS Is NOT A CERTiRCATION OF THE HOLDER'S QUALIFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 09/22/2011 09010292001 000045.00 SEE OTHER SIDE CONTRACTOR WORKER /S 10 DO NOT FORWARD REED E W INC EDWIN W REED PRES P 0 BOX 1411 N MIAMI FL 33161 11111111 II,,,111111 Khali 111,1 „l,l,,,hl„ 1,11118191 FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 039220 -9 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 REED, EDWIN W III E W REED INC 13400 NE 17TH AVE NORTH MIAMI FL 33181 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.myfloridaiicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487 -1395 DETACH HERE 06/09/2,310 091817,3377r NERAL CON` TRACTOR ;Tamed` be o I ERTIF; ; "'Under . `I a prov�i.s` ons oft Chapt:E Expiration date: AUG 3.1, 2012,!, E4WREED1EZ 13.`4`0;0 NW- 1A . NORTH :MIAMI`. : Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE UC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXCEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 �A I Q COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: "C-- - ► v • • 12'ec T.11( • BUSINESS ADDRESS: 1 3400 i'J t'1 Av e • CITY � Jc�rklil �M \c n STATE d-- 1 • ZIP CODE'\ BUSINESS PHONE: (308) J 59-• 5,7") FAX NUMBER (305..) ?1 S -€1.0-56.-- • CELL PHONE (A'S ) 0 .l 8 - c:FicO QUALIFIER'S NAME: • � Y�P .Pc' ( T) vx,c- • QUALIFIER'S LIC NUMBER: CG C 00 4S c ES E -MAIL ADDRESS (IF APPLICABLE): fZeed C CC-IO` Z. Q c c\ c o ✓vl • Created on 3119109 BY MLDV 1 RV 3126109 MLDV AR °® CERTIFICATE OF LIABILITY INSURANCE ioi7(izoii ) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(Ies) must be endorsed. If SUBROGATION 15 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 NSI Insurance Group 8181 Northwest 154th Suite 230DRESS Miami Lakes FL 33016 CONTACT Raysa Alvarez NAME: y PHONE Ext): (305) 556 -1488 FAX Nol: (305) 556 -3680 LAIC, :raysaa @nsigroup.org cuPRODUCER m4)0052566 INSURER(S) AFFORDING COVERAGE NAIC 0 INSURED E.W. REED , INC 13400 N.E. 17th Avenue North Miami FL 33181 INSURER Kid-Continent Casualty Co 23418 INSUREN0:Commerce & Industry Ins Co 19410 INSURER C : 4/13/2011 INSURER 0: EACH OCCURRENCE INSURER E : — X INSURERF: $ 100 , 000 COVERAGES CERTIFICATE NUMBER:CL1142903409 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 TR TYPE OF INSURANCE ADDL7SUBR = ; ,.. POLICY NUMBER POLICY EFF ,L,11. ,1;, 1L POLICY EXP .1,, , •, .till LIMITS A GENERAL LIABIUTY COMMERCIAL GENERAL LIABILITY X OCCUR 0401000818207 4/13/2011 4/13/2012 EACH OCCURRENCE $ 1,000,000 — X PROEM GE (Ea RENTED $ 100 , 000 CLAIMS -MADE MED EXP (Any one • =rson) $ Excluded PERSONAL BADVINJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE UMIT APPUES PER: POLICY n Eei n LOC PRODUCTS - COMP/OP AGG $ 2,000,000 X $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accldent) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ _ _ $ $ UMBRELLA UAEI EXCESS LAB _ OCCUR CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ _ DEDUCTIBLE RETENTION $ $ $ B WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANY PROPRIETOR!PARTNER/D(ECUTIVE OFFICER/MEMBER EXCLUDED? (Mamiatmy In NH) Hyea �� DESG�RIPTION OF OPERATIONS Y / N N/A 003 -63 -7014 1/11/2011 1/11/2012 X I TORY L MI ER STS 1 I E.L EACH ACCIDENT $ 500,000 EL DISEASE - EA EMPLOYEE $ 500,000 below E.L DISEASE - POLICY UMIT $ 500,000 DESCRIPTION OF OPERATIONS / LOCATIONS 1 VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more space Is required) 30 day notice of cancellation except 10 days for nonpayment of premium N City of Miami Shores Village Building Department 10050 NE 2nd Ave Miami Shores, FL 33138 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 George Nenezian /RAY �"..+> _ �� - .. ACORD 25 (2009109) INS025 (200909) ©1988 -2008 )CORD CORPORATION. All rights resery ed. The ACORD name and logo are registered marks of ACORD BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Lawson Industries, Inc. 8501 NW 90th Street Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372.6339 www.miamidade.gov/buildintcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullion w/ and w/o Steel Reinforcement — L.M.I. APPROVAL DOCUMENT: Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 06- 0620.17 and NOA # 06- 0620.18 and consists of this page 1 and Evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 10-0610.02 Expiration Date: May 30, 2012 Approval Date: October 06, 2010 Page 1 Lawson Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. LAW -ML -1001, titled "Aluminum Tube Mullions" Sheets 1 through 10 of 10, dated 04/27/10, prepared by manufacturer, signed and sealed by Thomas J. Sotos, P.E. B. TESTS 1. Test reports on: I )Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1714, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 120" span aluminum tube mullions with C4 x 4.5 steel channel reinforcement, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1716, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 3. Tensile Test reports on 0.10" thick wall aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 02 -T071, dated 09/16/02, tested per ASTM E8, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.07) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 along with marked -up drawings and installation diagram of two aluminum horizontal sliding windows mulled at top with a 90" span mullion and a 45" high fixed window on top, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1383, dated 2/13/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 02- 0501.05) 5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1718, dated 8/27/02, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under NOA# 03- 0225.06) 6. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -02 -1717, dated 8/27/02, signed and sealed b Rafael E. Droz- P.E. (Submitted under NOA# 03- 0225.06) E -1 Manuel ' P.E. Product Contr E ner NOA No. 10-0610.02 Expiration Date: May 30, 2012 Approval Date: October 06, 2010 Lawson industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 along with marked -up drawings and installation diagram of an aluminum sliding glass door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. F "1'L -1376, dated 1/31/96, signed and sealed by Gilbert Diamond, P.E. (Submitted under NOA# 03- 0225.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, dated 05/17/10, prepared, signed and sealed by Thomas J. Sotos, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. 2. Statement letter of no financial interest, dated May 20, 2010, signed and sealed by Thomas J. Sotos, P.E. G. OTHERS 1. Notice of Acceptance No. 06- 0620.17, issued to Lawson Industries, Inc. for their Clipped Aluminum Tube Mullions w /Steel Reinforcement, approved on 10/05/06 and expiring on 05/30/12. 2. Notice of Acceptance No. 06- 0620.18, issued to Lawson Industries, Inc. for their Aluminum Tube Mullion — L.M.I., approved on 11/16/06 and expiring on 05/30/12. E -2 Manuel Per .E. Product Control E ' 1 : er NOA No. 10-0610.02 Expiration Date: May 30, 2012 Approval Date: September 01, 2010 ANCHOR /CLIP GLAZING PRODUCT ANCHOR /CUP - HORIZONTAL MULLION IL GLAZING PRODUCT p 1 VERTICAL MULLION GLAZING } PRODUCT ANCHOR /CLIP -1` ; ,� VERTICAL MULUON GLAZING PRODUCT ■ MULLION W1 W2 W3 MULLION MULUON SPAN WIDTH (W) = W1 + W2 + W3 2 ANCHOR /CUP WI W2 W WIDTH (W) = WI 2 + W2 N ANCHOR /CUP HORIZONTAL MULLION ANCHOR /CUP r HORIZONTAL MULLION' GLAZING PRODUCT 1 `: • 3 GLAZING PRODUCT VERTICAL MULLION F GLAZING [ PRODUCT 11 R ANCHOR /CLIP fsJ VERTICAL 1. W1 ' ' W2 MULLION MULLION SPAN GLAZING PRODUCT 1 GLAZING PRODUCT If 2 ANCHOR /CU' 1 WI W2 W WIDTH (W) = WI 2 + W2 N ANCHOR /CUP HORIZONTAL MULLION ANCHOR /CUP r HORIZONTAL MULLION' GLAZING PRODUCT `: • 3 GLAZING PRODUCT VERTICAL MULLION F GLAZING [ PRODUCT 11 R ANCHOR /CLIP fsJ g z °g 1. W1 ' ' W2 MULLION SPAN WIDTH (W) - W1 + W2 2 TYPICAL MULLION ARRANGEMENT N ti 0 N THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH ALL LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY GENERAL NOTES: 1. THIS PRODUCT HAS BEEN DESIGNED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE FLORIDA BLDG. CODE REQUIREMENTS LE: WIND LOAD. WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 3. MULLIONS ARE APPROVED FOR IMPACT AND NON- IMPACT APPLICATIONS, INCLUDING WINDOWS. DOORS OR COMBINATIONS MAY BE MULLED. 4. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 5. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ANCHORING OR LOADING CONDITIONS NOT SHOWN M THESE DETAILS ARE NOT PART OF THIS APPROVAL 7. A LOAD DURATION INCREASE IN ALLOWABLE STRESS I5 USED IN DESIGN OF WOOD ANCHORS ONLY. 8. MATERIALS INCLUDING BUT NOT LIMITED 70 STEEL OR METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2007 FLORIDA BLDG. CODE - SECTION 2003.8.4. .MULUON & CLIP NOTES: 1. FOR MULLIONS WITHOUT REINFORCEMENT REFER TO SHEET 2 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 3 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 2. FOR MULLIONS WITH STEEL REINFORCEMENT REFER TO SHEET 4 OF 10 FOR DETAILS AND NOTES. • REFER TO SHEET 5 OF 10 FOR MAX. MULL DESIGN PRESSURE CHARTS 3. FOR CLIP TYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6, 7. 8, & 9 OF 10 FOR DETAILS AND NOTES. * REFER TO SHEET 10 OF 10 FOR MAX. ANCHOR DESIGN PRESSURE CHARTS 4 Y 8 h 4 i 1 1 1 1 2 1 1 s 1 z 1 ash TYP. 1890 .06E aes .125 A62 329 Z O p O co S 211q QQ of V m O i-il G O m ¢.q1. Z . yC 2 �j ! 3 n .. W E '9$" ALUMINUM TUBE MULLIONS NULL AND CLD'S CROSS SECTIONS, AND GENERAL NOTES a e V! Q6 o m yy 6 j 8r S f J 4.1108 6�0 ��A62 i 1111L__' �� 1.910 4.65 3.OD0 wi ri `i 1.732 3862 3.lOO L500 -- 52TD.XTUBE .I19 3AW 2,Wp _ 319- L73E 2052 i 2AOD I I( i CI \ 4.500 2X MULLION 8083 • / - CUP -T8 t�TCH Oa88874 ® L' / / I� B BULLION ass CUSTOM 1.062 1 X4 MLLUON 1�0 1.188 1 X3 MULLION 396 r CUSTOM ,1oE 1.062 1 X3 MULLION ' LOOS ues 1X2 MULLION ' 2X6 $TD. UBE T CUSTOM ass Lan - I-LOW 1 X2 CUSTOM MULLION MULLION 13063-T6 Ix*: 2.070 in4. Sxx: 1.035 ins (FLANGE FRAME) .CUSTOM 6063 -T8 Ixx: 1.000 In! Sxx: 0.687 ins (FIN FwXE) 6083 -78 In: 0.950 in Sxx: 0.633 ins (RANGE FRAME) 63-85 non 0.370 ire. Su: 0.370 ins ON FRAME) PROX e-88 Ixx: 0.330 in.. Sxx: 0.330 ins ( RSME) � X14 (xrratrw-rz ms . xx ■rc•. ) MANUFACTURER OF QUALITY M �0D TUEULAR RAOPES 0 125• ALL -T8 L STANDARD TYP. WAN. ALLOY .. 5063 TYPICAL GLAZING PRODUCT J .--2J100---•••• 4.1.000 ♦• 129 BB RaIdTxxCedy Cx 1 P nSh'.n emr ._ + ,rh "�•, N26e ..T rl =.• �0 s 8 ... e� -.124 2 X 6 �' .� r '- f LOO NY , �.. f 2.� .129+ LOX 3.0 MEI r.�25 2 X 4 Irl-1-' 2000 MULLIONS 3O00 CO 4 060 TAINING - ,.Goa 2000 1 1 1 a 1 1 q" I!`� ,.9L MULLION CLIP 6053-78 • NOTCH OP _i �� 1 X4 STD. TUBE MULLION 1 X3 S. T UBE LION MUL TD 6083 -113 nix: 0.950 in °. Sxx: 0.633 ins 1 X2 STD. TUBE MULLION 6083 -86 Ixx: 2.070 in'. Sxx: 1.035 Irt./ 8063 -T8 lox: 0.330 ink Sxx: 0.330 in3 Z ! 4 J 1 1 TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL OR ODOR APPROVAL FOR SEE iWINDOW WINDOW FASTENERS SIZES AND SPACING STD, TUBE MULLION 6083 -86 Ixx: 8.280 Ire Sxx: 2.760 ills STD. TUBE MULLION 6083 -86 Ixx: 2.980 in Sxx: 1.490 ins r' 2006 �q• _ ••-•125 MIN. ANGLE .. NrnR aPT�ul CUP CLIP LENGTH INSTRUCTIONS- RECTANGULAR ALUMINUM TUBE MUJ..LIONS USING MULLION PROPERTIES ONLY MULL "L" ,NWTiuF y„� ..i.,, •*• •a ok"4,4i O. '•�.ys. u Alit fq O 04 �1 I2 • o `� ^ :OI �; �' y^• �_ ';C ip0 °• �� r I • �ii t21i 111 N O,,, Q USE CHARTS AND GRAPHS AS FOLLOWS THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT COUNTY USED ACTT AND NON- I- IIMPACT�PRODUCTS. 1 X 2 1.688' STEP 1 DETERMINE DESIGN Lao REQUIRED FOR PARTICUTAR OPENIND 1 X 3 2.688' STEP 2 USE APPROVED OWING PR000CTS MEETw0 ANNE LOAD REQUIREMENTS. STEP CONNECTION 80 MULLION AS PER PRODUCT 1 X 4 3688• 1a; 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPIC.AL ARRANGEMENTS OR STACK CONFIGURATIONS. 2 % 4 2 X 6 3,688' 5.688• STEP 4 SPECIFY MAXOWM SHM SPACING. USING CHARTS ON SHEET 3 OF 10 SELECT MULLION SIZE 1. ALL CUPS AND ANGLES ARE TO FR SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG ANCHORBDETAD.UATNSHEETSEE 9 OF 10. STEP 5 amH DESIGN RATING MORE WM DEMON LOAD SPECIFIED 74 STEP 1 ABOVE. us= ANCHOR TYPES ON SHEET 6 NIRU 9 AND AIB',HOR CHARTS STEP € 9, SELECT TYPE s .-- E.000 ----I -T6 THE �R SPECIFIED IN 62 MULLIONS TUBE MULL - rues MULLIONS 8501 N.W. 90 ST. MEDLEY, FLORIDA 33186 PH No. (305) 898 -8860 XUN!NUM WINDOWS AND CLASS 000RS ALUMINUM TUBE MULLIONS UNREINFORCED TUBE MULLIONS DL.$IGN PRESSURE CHARTS AND GENERAL NOTES - 0 m c 9 1 1 Width(w) MULL SPAN 1X2 1X3 1X4 2X4 2X6 Width j MILL SPAN 1X2 1X3 1X4 2X4 2X6 WUith _ 1 MULL VAN 1X2 1X3 1X4_ 42.1 2X4 60.5 2X6 150.0 38-318" 150.0 150.0 150,0 150.0 150.0 1: 74 -114" 28.3 81.5 150.0 150.0 150.0 120" - 19.3 24 150.0 150.0 150.0 150.0 1600 24 21.2 61.1 133.2 150.0 150.0 24 - - 31.5 45.4 128.2 30 123.0 150.0 150.0 150.0 150.0 30 7.0 48.9 108.5 150.0 15.0 30 - - 25.2 38.3 100.9 38 102.5 150.0 150.0 150.0 150.0 38 - 40.7 88.8 127,8 150.0 38 - - 21.0 30.3 84.1 42 87.9 150.0 150.0 150.0 150.0 42 - 34.9 76,1 1085 150.0 42 - - 18.0 25.9 72.1 48 78.9 150.0 150.0 150.0 150.0 48 - 30.8 68.8 95.8 150.0 48 - - 15.8 22.7 63.1 64 68.3 137.6 150.0 150.0 1910 64 - 272 59,2 85.2 150.0 64 - - 20.2 58.1 60 61.5 123.9 150.0 150.0 150.0 60 - 24.4 53.3 78.7 1442 60 - - - 18.2 50.5 68 55.9 112.6 150.0 150.0 150.0 68 - 22.2 48.4 69.7 131.1 66 - - - 18.5 45,9 72 51.3 1032 1 '..0 150.0 150.0 72 - 20.4 44.4 63.9 120.2 72 - - - 16.1 42.1 78 47.3 95.3 150.0 150.0 150.0 78 - 18.8 41.0 59.0 110.9 78 - - - - 38.8 18 _ 89.3 150 0 150.0 1...0 1 •.0 18 84" 58.3 122.8 1500 150.0 18 132" - - 31.6 45,5 126.4 SDI" i 67.0 ' 1'! 0 150.0 150.0 150.0 24 42,2 92.0 132.4 150,0 24 23.7 34.1 94.8 53.6 '41!F__:- 1510 1504 150,0 30 - 33.8 73,6 105.9 150.0 30 - - 19.0 27.3 75.8 6 38.3 ,,;,_ ,.. Zed . 150,0 1 0.0 150.0 35 - , 28.1 81,3 58.3 150.0 36 - 15.8 22.7 63.2 (?' 150.0 150,0 150.0 42 - - -.1 516 75.7 1500 42 - - - 19,5 54.2 48 33.5 "ice 1110 145.4 150.0 150.0 48 - 21.1 48.0 :c 2 140.8 48 - - - 17.1 474 54 28.8 - :.1 1292 150.0 150.0 54 - 18.8 40.9 58.8 125.2 64 - - - 15.2 42.1 60 26.8 71.2 118.3 150.0 150.0 60 - 16.9 38.8 53.0 112.7 60 - - - - 37.9 24.4 64.7 105.7 150.0 150.0 68 - 15.3 33,4 48.1 102,4 66 - - - - 34.5 72 22.3 59.3 96.9 139.5 1510 72 - - 30.7 44.1 93.9 72 - - - - 31.6 78 20.6 54.7 89.5 128.8 150.0 78 - - 28.3 40.7 86.7 78 - - - - 29.2 18 57" 62.6 150.0 150.0 150.0 150.0 18 W" - 37.7 82.1 118.3 160.0 18 144" - - 24.3 35.0 97.4 24 46.9 135.1 150.0 150.0 150.0 24 - 28 3 ;1.6 88.7 150.0 24 - - 18.3 26.3 73.0 30 37.5 108.1 150.0 150.0 150.0 30 - 22.6 49.3 71.0 150.0 30 - - - 21.0 58.4 36 31.3 90.1 150.0 150.0 150.0 38 - 18.8 41.1 59.1 143.8 38 - - - 17.5 48.7 42 r..8 77.2 31.1 150.0 1500 42 - 162 35.2 50,7 123.2 42 - - - 15.0 41.7 48 , 23.5 87.5 114.7 150.0 150.0 48 - - 30.8 44.3 107.8 48 - - - - 35,5 54 20.9 60,0 101.9 146.8 150.0 64 - - 27.4 39.4 95.8 64 - - - - 32.5 60 18.8 54.0 91.7 1321 150.0 60 - - 24.6 35.5 88.3 - - - - 29.2 66 17,1 49,1 83.4 120.1 150.0 86 - - 22.4 32.3 76.4 66 - - - - 26.8 j 1 1 72 15.6 45.0 76.5 110.1 150.0 72 - - 20.5 29.6 71.9 72 - - - 24,3 78 k - ' 41.8 70.6 101.6 150.0 78 - - -.• .3 . =.3 - - - - 22.5 18 83" 46.3 133.4 , 150.0 150.0 1500 18 158" - 28.5 57.7 83.1 150.0 18 186" - - 31.0 86,1 24 34.8 100,0 150.0 150.0 1500 24 - 19.9 43.3 52.3 150.0 24 - - - 23,3 64.6 30 27.8 80.0 150.0 150.0 150.0 30 - 15.9 34.6 49.6 9363 18.6 61.7 ! 23.2 66.7 125.2 1600 150.0 38 - 28.8 41.5 113.6 38 - - - 15.5 43.1 42 18.9 57 107.3 150.0 150.0 42 - - 24.7 35.6 97.4 III, 42 - - - - 3.9 48 17.4 50.0 93.9 1351 150.0 48 - - 21.8 31.1 85.2 48 - - - - 32,3 64 15.4 44.5 83,4 120.1 150.0 64 - - 19.2 27.7 75.7 - 60 - - M,_ - 40,0 75.1 108.1 15110 60 - - 17.3 24.9 68.1 - 25.8 86 - 36.4 68.3 98.3 150.0 68 - - 15.7 22.7 62.0 G - - - - 23.5 72 - 33.3 62.8 : •.1 1... 0 72 - - - 20,8 56.8 72 - - - - 21.5 76 - 30,8 57,8 83.2 150,0 78 - - - 192 52.4 - - - - 19.9 HORIZONTAL MULLION cLAZR�D ammo PRODUCT °- au�zlro T - z m �„ TYPICAL MULLION ARRANGEMENTS J • y,.•* .....1 • 4 0. '� Ej �� ••a 6 =��4 7r' } 0. 01. ..1.* d= ,. i z O % -- Q• O: ej 3,91"*.. . .0 O's 4. t 4', 08l0,r. P�d"., '� ARCHES TO BE INSCRmED INSmM RECTAN0UTAR RoDUCT PRODUCT SHAPE NOTE; E &NDEA -s Wv MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED I T VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) R` '=��r `% 1s%lg WIDTH (W) - 2 eT L .,. W7 W2 ' MULU N SPAN o 1510 —. 4.000 .115 3062 2X MULLION CLIP 8083 -T6 .198 2 X 6 8000 2.819 1.062 1 X 4 CUSTOM MULLION 6083 -06 Ixx: 4.709 in Sxx: 2.355 In (RANDS FRAME) 1 X 4 STD. TUBE MULLION 8083 -06 Ixx: 4.709 in Sxx: 2.355 ink 1X MULLION CLIP 8063 -T6 2.000 —2 -000—+1 ANGLE CLIP 8083 -T8 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL, SEE WINDOW OR 00x9 APPROVAL FoR FASTENERS SRES AND SPACING CLIP LENGTH MULL "L" 1 X 2 1 X 3 1 X 4 2 X 4 1.688' 2.488' 3.688' 3.688' 2 X 6 5.688' 1. ALL CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS, SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. 2x6 STD. TUBE MULLION 8083 -08 Ixx:19.648 in Sxx: 6.549 1n3 2X4 STD. TUBE MULLION 6083 -08 Ixx: 7.649 in. Sxx: 3.825 ink INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOU.0WS. STEP i, DETEIN1NE DESIGN LOAD REQUIRED FOR PARTICULAR OPENING STEP 2 REEInaE APPROVED CRAZING PRODUCTS 11001390 A8090 LoLD STEP 3 USE CONNEcnON 00 MUUJON AS PER PRODUCT APPROVAL. STEP 4 SPECIFY MOWN SHOT SPACING. USING CHARTS ON SHEET S STEP 5 WITH DE RAMC THAN �0�p 11060 �MCmEEDD IN STEP 1 ABOVE STEP 6 USING 8 SHEET 9. s SPCA ON AAoat TYPE um �R CHARTS MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 1 X 3 CUSTOM MULLION 6083 -T8 Ixx: 2.168 in Sox: 1.445 in (FLANGE FRAME) 1 X 3 STD. TUBE MULLION 8083 -T8 Ixx: 2.168 in Sxx: 1.445 ink 14105 X 3 CUSTOM MULLION 8083 -T8 Ixx: 2.218 In Sxx: 1.479 in! (FIN FRAME) RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY THESE MULLIONS ARE RATED FOR LARGE MISSILE IMPACT AND CAN BE USED WITH AU. LAWSON'S MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT PRODUCTS. NOTES: 1. REFER TO THE GENERAL NOTES ON SHEET 1 OF 10 FOR BUILDING CODE COMPLIANCE. 2. MULLIONS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. 3. REFER TO SHEET 1 OF 10 FOR TYPICAL MULLION ARRANGEMENTS OR STACK CONFIGURATIONS. cf) a 1 L 1 1 1 S 1 1 1 1 STEEL REINFORCED TUBE MULLONS Width w MULL SPAN 1X3 1X4 2X4 2X6 Width w MULL SPAN 1X3 1X4 2X4 2X8 16 38- 318" 150.0 150.0 150.0 150.0 1 74 -114" 150.0 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 24 139,6 150.0 150.0 150.0 30 150.0 150.0 150.0 150.0 30 111.6 150.0 150.0 150.0 36 150.0 150.0 150.0 150.0 38 93.0 150.0 150.0 150.0 42 150.0 150.0 150.0 150.0 42 79.7 150.0 150.0 150.0 48 150.0 150.0 150.0 150.0 48 89.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 84 62.0 134.6 150.0 150.0 -_-.11_-- 150.0 150.0 150.0 150.0 80 55.8 1212 150.0 150.0 66 150.0 150.0 150.0 150.0 66 50,7 110.1 150.0 150.0 72 150.0 150.0 150.0 150.0 72 46.5 101.0 150.0 150.0 78 150.0 150.0 150.0 150.0 78 42.9 93.2 150.0 150.0 60.618" 150.0 150.0 150,0 150.0 18 84• 128.4 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 24 96.3 150.0 150.0 150.0 30 150.0 150.0 150.0 150.0 30 77.1 150.0 150.0 160.0 38 150.0 150.0 150.0 150.0 36 64.2 139.5 150.0 150.0 42 150.0 150.0 150.0 150.0 42 55.0 119.5 150.0 150.0 48 150.0 150.0 150.0 160.0 48 43.2 104.6 150.0 150.0 54 150.0 150.0 150.0 150.0 54 42.8 93,0 150.0 150.0 60 150.0 150.0 150.0 150.0 80 38.5 83.7 135.9 150.0 66 147.7 150.0 150.0 150.0 66 35.0 78.1 123.6 150.0 72 • 135.3 150.0 150.0 150.0 72 32.1 89.7 113.3 150.0 78 124.8 150.0 150.0 150.0 78 29.8 64.4 104.6 150.0 18 57" 150.0 150.0 150.0 150.0 j 18 96" 88.0 150.0 150.0 150.0 24 150.0 150.0 150.0 150.0 24 64.5 140.1 150.0 150.0 30 150.0 150.0 150.0 150.0 30 51.6 112.1 150.0 150.0 38 150.0 150.0 150.0 150.0 36 43.0 93.4 150.0 150.0 42 150.0 150.0 150,0 150.0 42 36.9 80.1 130.1 150.0 48 150.0 150.0 150.0 150.0 48 32.3 70.1 113.8 150.0 64 137.0 150.0 150.0 150.0 64 28.7 62.3 101.2 150.0 00 123.3 150.0 150,0 150.0 00 25.8 56.1 91.1 150.0 66 112.1 180.0 150.0 150.0 66 23.5 51.0 82.8 150.0 72 102.8 150.0 150.0 150.0 I 72 21.5 46.7 75.9 150.0 78 94.8 150.0 150.0 150.0 8 19.9 43.1 70.0 150.0 18 63" 150.0 150.0 150.0 150.0 18 108" 60.4 131.2 150.0 160.0 24 150.0 150.0 150.0 150.0 24 45.3 98.4 150.0 150.0 30 150.0 150.0 150.0 150.0 30 38.3 78.7 127.9 150.0 38 150.0 150.0 150.0 150.0 36 30.2 65.8 106.6 150.0 42 130.5 150.0 150.0 150.0 42 25.9 58.2 91.4 150.0 48 114.2 150.0 150.0 150.0 48 22.7 49.2 79.9 150.0 54 101.5 150.0 150.0 150.0 64 20.1 43.7 71.1 150.0 60 91.3 150.0 150.0 180.0 60 16.1 39.4 64.0 150.0 68 83.0 150.0 150.0 150.0 68 16.5 35.8 58.1 147.0 72 76.1 142.4 150.0 150.0 72 15.1 32.8 53.3 134.8 78 702 131.4 150.0 150.0 78 - 30.3 49.2 124.4 HORIZONTAL MILLION UM VERTICAL MULLION [ MULLION I GIAZING PR PR�OOUCCT HORIZONTAL MILLION UM lie PRODUCT PRODUCT cv W TYPICAL MULLION ARRANGEMENTS ST -EL REINFORCED TUBE MULLIONS Width w MULL SPAN MUNI EMI 0 38 0 O 78 18 24 • WWI 0 54 0 0 78 18 72 38 72 120" 132" 944" 8 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) WIDTH (W) - W1 + W2 2 180" 1X3 1X4 2X4 2X8 44.0 33.0 26.4 22.0 18.9 16.5 33.1 24.8 19.9 16.5 25.5 19.1 15.3 95.7 71.8 57.4 47.8 41.0 35.9 31.9 28.7 26.1 23.9 22.1 71.9 53.9 43.1 35.9 30.8 27.0 24.0 21.8 19.8 18.0 18.8 55.4 41.5 33.2 27.7 23.7 20.8 18.5 18.8 15.1 150.0 116.6 93.2 77.7 68.8 58.3 51.5 40.8 42.4 38.0 35.9 116.8 87.6 70.1 58.4 50.0 43.8 38.9 35.0 31.8 29.2 26.9 89.9 67.5 54.0 45.0 38.5 33.7 30.0 27.0 24.5 22.5 150.0 150.0 160.0 150.0 150.0 149.7 133.1 119.8 108.9 09.8 92.1 150.0 150.0 150.0 150.0 128.5 112.5 100.0 80.0 81.8 75.0 69.2 160.0 150.0 138.8 115.5 99.0 88.6 77.0 69.3 63.0 57.8 0•111163ENIIMEM 22.6 16.9 49.0 38.7 29.4 24.8 10 18.4 16.3 79.8 50.7 47.7 39.8 34.1 PEXMCV PLEVfl413 Ater• Ups Fr OJ 29.8 150.0 150.0 122.8 102.2 87.8 76.6 28.5 68.1 23.9 81.3 21.7 55.7 19.9 51.1 18.4 47.2 1 .II •r 1 1 4•1 `, • z- °,yam/• ' • •e,i • • • 1 1/4° MIN DOE DIST. IMMO i`era 5/16" TAPCONS 1 -1/2' MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH 6440) J" — N 3/4" MIN. EDGE DIST p4.4.P.,41 1- 4 ANCHOR .161T i 2 BY WOOD if li if 11 It —�I F -1 I I I I 1 1 5/18' TAPCONS 1 -1/2' MIN. WOOD PENETR8TION 1 PER ANGLE MIN. EDGE DIST. 2 -3/ 6" CONCRETE OR 4" 1 LOW BUCK II II' Imo °R iz FLOATING CLIP 5 /16" TAPCO5 1 -1/2' ION. WOOD PENETRATIO N PER ��� P40 2 6V WOOD BUCK ANCHORS TYPE 'A' 2 ANCHORS INTO WOOD 01 AAURa 1/6" NOS ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 1 /4" MIN. E E D6 5/16" TAPCONS 1 -1/2' MW. W000 PENETRATION 4 PER CUP (2 ON EACH MO Z , qW a 2 BY WOOD BUCK I1 II 1 11 11 11 I 1 I 1 I 1 1 1 5/16' TAPCONS 1-1/2" MIN. WOOD PENETRATION 2 PER ANCLE III/11 II.... FLOATING CUP ANCHORS TYPE '8' 4 ANCHORS INTO WOOD 11 11 u 2z 2 X 18" AWM • 3/4" MIN I 5/16" TARMAC 1 -3/4' VOL EMBED INTO WS0185 4 PER CUP (2 ON EACH WINO II� —and 1 BY WOOD BUCK ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR FLAT HEAD. I II II If It_ —II 11 1 1 I 1 I 1 I I 5/16' TAPCONS 1 -3/4' MIN. EMBED INTO RAS0NNY 2 PER ANGLE 1 x 51085040 CUP 1 0,121.9 11 Tar 11 1' 11 I�II 1 II I1 uu 1 1 I 1 1 1 ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'C' (INTO CONCRETE) 4 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK 1°x4° & 2 "x4" MULL ALOMa x 1 " MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4 HOLLOW BL • K 5/15" TAPCONS 1 -3/4' MAL EMBE0 INTO MASONRY 11 2 PER CUP (1 ON EACH WING) • �i �•••1� _111 II • 185 WOOD RICK N i ALTERNATE ANCHOR LOCATION I1 II 11 11 µ_J0 i 1 I 5/16' TAPCOJIS -3/4'1.11N. EMBED ano 7 PER IX FLOATING CUP 1 1I 1 II U u 1 1 1 1 1 1 ANCHORS TYPE 'C' (INTO BLOCK) ANCHORS TYPE 'F' (INTO CONCRETE) 2 ANCHORS THRU 1X BUCK INTO CONCRETE OR BLOCK l• iZR3fa,Wiff Pw -. i1s? a.1- •n • c.0 ALUMINUM TUBE MULLIONS 1 1 1 1 ii a 1 1 MIN. EDGE DIST. 2-3/16 CONCRETE OR 4" HOLLOW B 5/ r TAPCISNS 1-3/4* 4144, MED INTO MASONRY PER MOLE MIN. EDGE DIST. 2-3/16' CONCRETE OR 4' -(OLLOW BLOCK 5/16' TIMMONS 1-3/4' MN. BRED INTO MASONRY 4 PER CUP (2 ON EACH ORC) 5/18" TAPCONS 1-3/4' 41114 EMBED INTO MASONRY 2 PER ANGLE • • . • -• CONCAVE OR CEMENT 13LOCK CONCRETE OR CEMENT BLOCK FLOAIRIC CUP 2 X 2 X 1/8• laJ.1M MCLE 001100212 02 CEMENT BLOCK 2 7/16 2 X 2 X 1/6e 41.02 AD.CLE • ALTERNATE ANCHOR LOCATION ANCHORS TYPE 'C' ONTO BLOC() ANCHORS TYPE 'F (INTO CONCRETE) 2 ANCHORS INTO CONCRETE OR CEMENT BLOCK MULL ANCHORS TYPE 'D' (INTO BLOCK) ANCHORS TYPE 'G' (INTO CONCRETE) 4 ANCHORS INTO CONCRETE OR CEMENT BLOCK rice & 2"x4" MULL a a 1 5. 1 1 312 ANGLE 5/16' TOWNS 1-3/4° INN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH MO 1 z it 1 1 1 1 9/ TAPCONS 1-3/4" MIN. EMBE0 INTO MASONRY 1 PR MOLE ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI —RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE METHACRYLATE LACQUER. 12SaDDET &WM!) . Moldy C.c * 4....•tcpPL•oc7 6••,.• .cArc tottligitt4_ 01 41 ...paZi 1 , co..e.....- ,-..-,-... • ;4161.......?:,, -71z ----..-----43.., MIN. EDGE DIST 2-3/16- CONCRETE OR 4. HOLLOW BL. K 3-3/4° MIN. smr TAPCONS 1-3/4" ION. FAMED INTO MASONRY 4 PER CUP (2 ON EOM am) UR MULL CLIP LENGTH MULL I.' 2 X 4 16E18' 2 X 6 5.613Er 5/10" TAPCONS 1 3/4" MAL DARED DAD MASONRY 4 PER CUP (2 CM EACH VANED 1 3/4° MIN. UR MULL MIN. 5 11/16° ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) ANCHORS INTO CONCRETE or BLOCK 2"X6" MULL SHOWN MIN. EDGE DIST. 2-3/16" CONCRETE OR 4 HOLLOW BL 3-3/4° MIN 5/10" TAPCONS 1 3/4" UBC EMBED RAO MASONRY 4 PER CUP (2 ON EACH YANG) 226 MULL 5/10"YAPCONS 1-3/4" MIN. EMBED MTO MASONRY • PER CLIP (2 ON EACH WING) 1 3/4" MIN CLIP LENGTH MULL 2 X 4 3.688' 2 X 6 5.688' ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULUONS. TAPCONS MAY BE HEX OR FIAT HEAD. ANCHORS TYPE 'E' (INTO BLOCK) ANCHORS TYPE 'H' (INTO CONCRETE) 4 ANCHORS THRU IX BUCK INTO CONCRETE OR BLOCK 2-36° MULL SHOWN CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRY1A1E utcoutri. P1 1BY 881000 BUCK J 1 a 1 —1 1 1 1 0 1 t 1 MIN. EDGE DIST. 2 -3/16" CONCRETE OR 4° HOLLOW BL U K 2/18' TAPCONS 1 -3/4' MN. EMBED INTO MASONRY 4 TOTAL (2 ON EACH WING) 3 -3/4° CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO 80 PROTECTED WITH ALKALI — RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYIATE LACQUER. LOCATION OF SCREWS CONNECTING ANGLES TO TUBES WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. MIN. EDGE DIST 2-3/16" CONCRETE OR 4 HOLLOW BI. OPTIONAL ANCHOR DETAIL ANCHORS INTO CONCRETE OR CEMENT 61.001( CLIP LENGTH NULL _ "1" 1 X 2 1.61• 1 X 3 2.688' 1 X 4 3.688' 2 X 4 3.688' 2 X 6 5488• 1. AU. CLIPS AND ANGLES ARE TO FIT SNUG INTO TUBE MULLIONS. 2. WHERE ANGLES ARE NOT FIT SNUG INTO TUBE MULLIONS. SEE OPTIONAL ANCHOR DETAIL AT SHEET 9 OF 10. TUBES MAY BE NOTCHED AS SHORN TO ALLOW MSTALIAATION OF JODR AFTER ASSEMBLY ACCESS HOLE i24PER CUP 1- /2' 0.C. U1N. THIS SCREW CAN BE INSTALLED w EITHER 08tmCIDN TA. SIIS 21PER H CUP 1' 0.C. MIN. 1 -3/4' X 2' X 1/8' (F08 2BY TUBE 3/4" X 2' X 1/8' FOR (18Y ALUM CUT TO FIT SNI10 DAME TUBE ANCHORS TYPE '1' METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE 'I' TO VERIFY CAPACITY OF CONNECTION FairRICT 60213 66 meay6v YADEte Rol& Ax3.;•,r.`:. ra_, •.:hex ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. 2. 1 1 0 0 1 1 1 1 1 1 t 1 1 A B Wi Wi V59Oo ri C D elk. Blk 91d E Bk. SLEIDIRKIE F O B I tale Cent C07c DAL 18 48 78 18 38918 160 160 15D 150 150 160 150 150 150 Wldfh MnIBn N4 Span 18 132 160 160 150 160 160 150 160 180 24 105 150 150 50 160 150 160 160 165 30 88 75 193 187 150 150 160 '60 160 150 180 38 160 150 150 15O 150 160 150 68 132 150 150 160 '60 160 160 150 69 117 135 53 103 121 150 150 180 160 160 138 150 150 150 150 150 146 48 741M 84 48 98 110 150 150 2'3 150 150 132 44 88 101 150 150 113 150 160 121 64 41 133 81 160 93 160 140 150 150 160 104 130 150 160 111 190 150 150 78 100 160 150 80 157 150 67 57 50 133 114 107 160 131 115 44 40 89 60 102 92 138 150 103 160 150 110 MIDI TYPES and SLE$1RATE A 0 C O E F 0 N 1 Wi !Ad. Bk. _ BSc Ok Cas m C 91 160 160 150 150 180 150 160 150 88 133 180 150 160 150 150 84 103 125 150 150 140 150 46 91 104 150 150 117 126 39 78 89 134 150 100 107 34 68 78 118 150 HI' 93 30 60 70 105 139 78 83 27 54 83 94 125 70 75 25 49 87 88 114 64 68 23 45 a 78 104 83 82 21 42 48 72 98 64 68 60 160 160 165 160 180 160 60 in 138 180 160 160 1W 48 98 111 190 160 124 132 40 90 59 138 160 103 110 31 89 79 . 119 150 83 133 150 94 15D 150 160 160 180 150 150 160 132 160 117 150 105 140 98 127 88 117 81 108 150 150 160 183 150 160 150 1513 24 42 48 120 CS 79 is A 42 34 84 97 118 H 193 144 150 150 150 150 103 193 193 118 28 97 129 72 144 24 21 as 48 73 111 93 124 19 37 43 65 66 48 72 34 70 se 70 14 28 32 49 54 72 24 30 60 27 63 68 104 81 e2 139 123 77 83 118 160 83 103 137 73 24 48 55 63 111 82 03 124 86 48 132 33 73 63 128 150 93 140 160 100 99 33 87 76 116 160 83 129 160 91 72 31 61 71 108 141 79 119 150 84 22 44 50 78 101 83 85 112 80 20 40 48 69 92 62 78 103 55 72 19 37 43 64 65 43 72 95 51 13 51 30 45 150 33 131 87 160 BB ES 148 31 61 70 141 79 118 160 88 117 131 22 44 101 112 44 88 17 34 39 15 31 35 70 79 14 13 ae 48 44 ea 33 49 72 18 24 64 72 78 18 118 160 160 150 150 '60 160 160 150 18 89 160 160 150 160 '60 71 142 150 59 118 138 150 160 180 150 150 150 51 101 116 150 150 130 150 150 150 150 150 150 150 153 150 150 150 1 24 38 44 89 102 160 160 114 150 160 122 38 79 91 138 150 101 150 150 105 64 35 71 82 123 183 91 137 150 97 32 84 74 111 148 83 125 150 89 30 69 68 102 138 78 114 150 81 27 SS 83 94 125 70 155 140 75 78 70 140 160 180 150 150 160 180 150 18 53 103 121 160 160 135 150 183 145 42 84 97 148 160 116 35 70 61 121 150 97 98 30 613 139 104 138 77 26 63 61 81 121 68 as 144 23 47 54 81 108 60 64 21 42 48 73 97 54 19 38 44 6B 88 49 18 35 40 81 81 45 81 108 74 ee 68 90 18 32 37 58 74 42 30 39 42 48 88 72 107 160 160 160 150 150 150 180 150 18 60 160 1E0 150 160 150 160 160 150 24 64 123 148 150 180 '513 150 150 150 30 60 101 123 160 150 137 150 150 147 38 48 92 105 150 160 118 150 160 128 40 60 92 139 150 103 160 1E0 110 38 71 82 123 150 92 133 150 98 48 54 32 84 74 111 147 82 124 150 88 29 68 87 101 134 73 113 160 80 27 63 61 92 123 60 103 137 73 25 49 57 65 113 63 85 127 68 62 125 143 160 150 1513 47 94 108 150 150 120 63 83 150 160 150 150 as 45 72 78 18 37 75 88 129 150 93 31 62 72 109 143 83 27 53 61 82 123 69 23 47 64 81 108 60 21 42 48 72 88 63 19 37 43 65 66 48 145 150 121 150 103 137 8D 120 BD 107 72 88 24 103 73 42 a 150 17 34 39 59 78 44 68 47 16 31 38 54 72 40 60 60 43 14 29 33 50 37 74 35 70 51 121 150 W 138 150 98 28 58 65 87 129 72 108 144 77 23 47 54 81 108 CO 90 128 64 20 40 48 69 92 2 78 103 85 18 36 40 81 81 48 88 90 48 18 31 38 64 72 40 60 80 43 14 28 32 49 66 33 54 72 39 13 28 29 44 59 33 49 68 35 12 23 27 40 54 33 45 60 32 11 22 25 37 60 28 42 60 30 45 90 103 160 150 115 150 160 123 34 67 77 116 150 67 130 150 93 27 93 124 45 103 87 115 62 19 44 74 53 17 34 39 ES 77 46 34 69 66 41 13 27 31 62 37 12 24 28 42 31 47 63 34 11 22 43 31 10 28 o ci) Si 1 1 ANCHOR /CUP ,ter MAZIW DUGT P 1MT ANCHOR /CUP ° —YUw=N g GIAZING Mina S PRODUCT PRODUCT MICHaR/CUP. t i 21 W2 a ANCHOR /CUP HORIZONTAL WLUON HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS ANCHOR CLIP NOTES; 1. FOR CLIP lYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6. 7, 8. & 9 FOR DETAILS AND NOTES. 2 REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5, INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. MasucTmlino 1 1 1 4. MAZIW DUGT P 1MT ANCHOR /CUP C g HORIZONTAL MULLION SPAN TYPICAL MULLION CLIP ARRANGEMENTS ANCHOR CLIP NOTES; 1. FOR CLIP lYPES AND ANCHOR CONDITIONS REFER TO SHEETS 6. 7, 8. & 9 FOR DETAILS AND NOTES. 2 REFER TO CHARTS ABOVE FOR MAX. DESIGN PRESSURE 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS REQUIRED FOR PARTICULAR OPENING. 4. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. 5, INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED. MasucTmlino 1 1 1 4. BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION MIAMI —DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175-2474 T(786)315-2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) wwur.mlamltpde.a� y utldins: Eco Window Systems, LLC. 7955 NW 77 Avenue Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County 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, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "500 ECO- Guard" Aluminum OS Casement Window - L.M.L APPROVAL DOCUMENT: Drawing No. W11-05, titled Series "S-500 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23/11 with revision "A" dated 04/27/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and Approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model / series and following statement: "Miami -Dade County Product Control Approved" unless 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 consists of this page 1, evidence pages E-1 and R-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 11-0309.06 Expiration Date: May 19, 2016 Approval Date: May 19, 2011 Page 1 Eco Window Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11 -05, titled Series "S -500 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23/11 with revision "A" dated 04/27/11, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI -10 3140, HETI-10-3141, HETI -10 -3142, HETI -10 -3143 and HETI -10 -3144, dated 12/29 - 30/2010, all signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al -Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahinad, P. E. Complies with ASTM E1300 -04 D, QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0922.09 issued to El. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 12/24/10, expiring on 12/11/11. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC - 2007, dated 03/01/2011, signed and sealed by Javad Ahmad, P. E. 2. Laboratory addendum letter for Test Reports No.'s HETI -10 -3140, HETI -10 -3141, HETI -10 -3142, HETI -10 -3143 and HETI -10 -3144 issued by Hurricane Engineering and Testing, Inc., dated 05/06/2011, si ed and sealed by Candido F. Font, P. E. E -1 Jaime .D. Gascon, Product Control Section Supervisor NOA No. 11 -0309.06 Expiration Date: May 19, 2016 Approval Date: May 19, 2011 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED. F. STATEMENTS (CONTINUED) 1. Laboratory compliance letter for Test Reports No.'s HETI -10 3140, HETI-10-3141, HETI -10 -3142, HETI -10 -3143 and HETI -10 -3144 issued by Hurricane Engineering & Testing, Inc., dated 12/30/2010, signed and sealed by Candido F. Font, P. E. 2. Proposal No. 10 -0642 issued by BCCO, dated 09/09/2010, signed by Manuel Perez, P. E. G. OTHERS 1. None. E--2 Jaime D. Gascon, ' . E. Product Control Section Supervisor NOA No. 11-0309.06 Expiration Date: May 19, 2016 Approval Date: May 19, 2011 1/8" TEMP. GLASS 3/8° AIR SPACE 1/8° HEAT SIREN'D. GLASS .090 INTERLAYER BUTACRE PVB BY 'DUPONT* 1/8" HEAT s1REN'D. GLASS 1/8° HEAT STREMD. GLASS 080 INTERLAYER BUTACRE PVB BY 'DUPONT' 1/8° HEAT STREN'D. GLASS saicorm DOW CORNING 899 GLASS TYPE 'A' GLASS TYPE 'AA' ECO— GUARD SERIES-500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT / CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 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 CONDMONS 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. SETTING BLOCKS AT NSUL LAM. GLASS NOTCH GLAZING BEAD LEO TO CLEAR BLOCKS WM HSGHr UPTO NO. OF KEEPERS AT SASH 20° 2 38 -3/8" 3 80 -5er° 83 4 5 78° DECAL ELEVATION MAXIMUM DESIGN LOAD RATING m + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) — 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE; GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 &Curt JAVAO mAMD,. GAIN. '39TH Y 1W'i 1 1 drawing no W11 -05 [sheet 1 of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL AhCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING t Ali._ O.i,.: 7a . FOR SPACING 1 /4° DIA TAPCON BY 'fly' (Fud12O Kg, Fyb92 tcSlj ° w 55 KSO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8 °'MIN. PENETRATION INTO WOOD C THRU 1 BY BUCKS INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1.12_241..11.1.1b OR F G SCRt1NS (GRADE 2 CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1 /8°) (NO SHIM SPACE) INTO CONCRETE AND MASONRY = 2° MIN. top a vAD Gar TYPICAL ANCHORS SEE ELEV. FOR SPACING °. IBY WOOD BUCK 2011 droning no. W11 -05 1/4' ecru. 1/4° MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L. OPG. IMAA9 -DADS COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING r A:' . 3 ■lf�l—. *0 2011 drawing no. W11 -05 MIAMI —DADE COUNTY APPROVED I II MUWON & MUWON ANCHORS I1 SEE SEPARATE NOA :rit-H111111 l TYPICAL ANCHORS SEE FORS SPELEV. TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS USH .ERA ADA?FRR gn JAV49 AHMAD, NA. PE B ?4692 APF>oved ■ iGT -..7� II et De itsh Qae - rt • drawing no. W 11 -05 (sheet 4 of 6 ) • • O FRAME HEAD /SILL /JAMB 0 VENT ® GLAZING BEAD (LAM. GLASS) *2:A=113068 .2 769 611 to FLUSH FRAME ADAPTER ® GLAZING BEAD (INSUL LAM. GLASS) to CORNER KEY SNUBBER - VENT ® SNUBBER - FRAME 67611 PAM ® QUANTITY D)SCPJPTLON TANTBRIAL NANB./I3UPPLIRIT/IIRMABKS 1 6801 4 FRAME HEAD/SILL/JAMB 6083 .111 _ 2 6302 4 VENT 6063 .46 - 3 FY108 AS READ. CLAMING BEAD (WA. CLASS) 6083_76 - 3A E605 AS REQD. GLAZING am (NSUL. LAM. CLASS) 6083 -T8 - 4 E808 AS REQ0. SNUBBY - VENT. 11U LENGTH 6083 46 - 4A 2009 AS REQD. SNUBBER - FRAME, FUEL LENGTH 8083 -T8 - 5 6605 OPTIONAL SCREEN FRAME 6063-15 - 7 110 X 1 -1/4°. AS REQD. FRAME AND VENT ASSEMBLY 805263 - H 511 SMS 8 E203 I AS RECD. 811UB WEATHERSTRPPM. DUROMEIER 65 SANTOPRENE ULTRAFAB 8 E203 I AS READ. CLAM BEAD BULB. DUSOMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 1 2/ VENT 4 81R MINCE, 57 TOP ANO 80T10M STEEL TRUTH. INSTALLED 1RTH (2) 110 X 5/8" SOS 11 13096.92 ', 1 WW1 POINT LOCK SYSTEM 7AM4.X TRUTH 12 - .0 8/ VENT KEEPER STEEL - 13 ■ I 1/ VENT ROTO OPERATOR ZAMAK/STL TRUTH 14 PSJ40 -SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEk7. - 15 FY120 N3 READ. FLUSH FRAME ADAPTER 606 -TB OPTIONAL 18 - 3 ANTI SA0 SKATE NYLON 11&11 PLASTICS 17 #10 X 1 -1/4" 2/ SKATE EH SOS SKATE SCREWS - - 18 #8 x 3/4" AS RECD. EH SUS SNUBBER SCREWS - IN PANS 2° APART. PAIRS SPACED AT 7 -3/4° 0.0. 19 - ' 2/ IJTE 5t7TNG MOCK. 3/16° X 3/4° X 4° LONG NEOPRENE AT 6° FROM EACH END, OURC11E1ER 85 20 FL13-50 ■ GLASS SPACER - 1/8° 186H =ONE FRANK LOWE SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE - MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR 1124.33.XX.004 AT 8-1/2° FROM SILL FASTENED TO JAMBS WITH (2) 1110 X 5/8° SMS. LOCK BAR SECURED TO JAMB W1111 LOCK GUIDES 1133489.00.0001 SPACED AT 12-i3/4" 0.0. MAX. EACH GUIDE FASTENED WITH (2) '1110 X 1° P PH SMS STAINLESS STEEL KEEPERS ({31964.92 AT VENT EACH FASTENED WITH (2) 1110 Xj5 /8° P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST /ST HINGES 1135.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) 1110 X 5/8° P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR 152.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) 1110 X 1° P PH SMS OPERATOR TRACK 1130175 AT BOTTOM RAIL FASTENED WITH (2) 1110 X 1° PPH SMS ANTI -SAG SKATES: NYLON ANTI -SAG SKATES BY 'M&M PLASTICS' (2) AT LOCK STILE AT 6 -3/4° FROM TOP /BOTTOM RAILS (1) AT BOTTOM RAIL AT 4° FROM LOCK STILE EACH FASTENED WITH (2) 1110 X 1 -1/4° P FH SDS. • • 8 k 1 drawing no. W11 -05 ovAi RA PE 6092 ��6 6 6 1 droving no '200 . W1 1-05 (. [sheet 6 of 6