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WS-11-1333
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: I NSP- 162433 Scheduled Inspection Date: October 24, 2011 Inspector: Bruhn, Norman Owner: FORBES, PAULETTE Permit Number: WS -7 -11 -1333 Job Address: 1365 NE 105 Street 6 Miami Shores, FL 33138 -2133 Project: <NONE> Contractor: CARBONNEAU'S HOME REPAIR Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1122320540060 Phone: (954)984 -9393 Building Department Comments INSTALU REPLACE WITH 17 SH WINDOWS IMPACT Passed /d.r Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments October 21, 2011 For Inspections please call: (305)762 -4949 Page 4 of 22 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION FBC 20 JUL 25?111 ! • BY: •••.00006000000a0.3•01100 „rmi, „ou,■ 11 -1333 Master Permit No. Permit Type. BUILDING ROOFING j OWNER: Name (Fee Simple Titleholder): `'%6 Phone #: Address: t 365' A.) 105 5't City: anti . State: Zip: 3 313 Tenant/Lessee Name: Phone #: Email: JOB ADDRESS: l .34 5 /v E I 5 S-2-1”' 4 City: Miami Shores County: _ _ Miami Dade Zip: .a 3 L3 g Folio%Parcel #: 11 • b 54 -- 0b Z) Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: (,Q.--r b o n n e cucs Address: 17 D... vd,_, 42 Pet City: t t2 -C State: Qualifier Name: Tte, .e I r . ..1,...e-cit ne #: Ct% gS 'Ora Zip: R a O to Phone#: q 4. 9g14 -9383 State Certification or Registration #: SCC ti //4q74rJ' , • Certificate of Competency #: Contact Phone #: 96 .- 9% $4` q 393 Email Address: DESIGNER: Architect/Engineer: e/,a_qet, ,L c_ - -Peaty) 1j ?Tier Phone #: 4$4- 585• 1:13C4 Value of Work for this Permit: $ �99.i. 0 Square/Linear Footage of Work: Type of Work: ❑Addition 514Alteration ❑New ❑Repair/Replace 4.J A- ❑Demolition Description of Work: :1 4" /1 e k..ee 1 A.457 I h. ( 7) `3 **** �x***** �x�x�xx��x+ x�x ********�x *�x�x�x�x�x�x.x *�x*** a +xx��x�x** ** : *�x:x�x:x�:�x�x** ** +a� *�xx�x� **** * * * **�x+x *+x�x*** mJ Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 4(() ° 1 0 Bonding Company's Name (if applicable) /�✓ Bonding Company's Address 4- City State / Zip Mortgage Lender's Name (if applicable) Ni/� 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 suc posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this day of F.. , 20 11 , by ?& (e � t�"4 reel who is personally known to me or who has produced R Ce tice As identification and who did take an oath. NOTARY PUBLIC: Sign: r �T Print: aN My Commission Expires0 �`. DIMITAR TIMNEV r� NOTARY PUBLIC - CONNECTICUT My Comm Expires April 30, 2012 APPROVED BY Signature The fore day of who is P Contractor ng instrument was acknowledged before me this a DA , 2011 , by 71'11 CPR 6G P. SHF�1, rsonally known to me or who has produced as identification and who did take an oath. Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTARY P I LIC: 41, Sign: Print: My Commission Ex Zoning Clerk BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave,, Rm. A -100, Ft. -Lauderdale, FL 33301 -1895 — 954 - 831 -4000 VALID OCTOBER 1, 2010 THROUGH SEPTEMBER 30, 2011 DBA: Business Name: CARBONNEAUS HOME REPAIR Receipt #:189 -4863 Business Type :ALL OTHER TYPES CONTRACTOR (CERTIFIED SPECIALTY nnl.m.n a mmevn 1 Owner Name: MICHAEL P SHEA Business Opened:07 /05/2005 Business Location: 1725 BANKS RD State /County/CertlReg:SCC131149745 MARGATE Exemption Code :NONEXEMPT Business Phone: Rooms Seats Employees ',Machines Professionals Number of Machines: For Vending Business Only • Tax Amount Transfer Fee NSF Fee: - Penaltly ?nor Years • = Collection Cost Total Paid 27.00 0.00 1:0DO , D ADD < D` :O :' 0.00 29.70 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT. WHEN VALIDATED Mailing Address: MICHAEL P SHEA 1725 BANKS RD MARGATE, FL 33063 This tax is levied for the privilege of doing business within Broward County and is non - regulatory in nature. You must meet all County and/or Municipality planning and zoning requirements, This Business Tax 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 compliance with State or local laws and regulations. Receipt #01C -10- 00000245 Paid 10/06/2010 29.70 09/30/2010 Effective Date 2010 - 2011 €=: ;,7; 141 1 <ry PiA- .x f OP ID: KG ----- -1 . '`�I, RO0 CERTIFICATE OF LIABILITY INSURANCE 06130` 1 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. • IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). • PRODUCER 954- 340 -9551 INNOVATIVE INSURANCE CONSULTANTS, INC. • 954340 -9455 5461 UNIVERSITY DRIVE, #103 CORAL SPRINGS, FL 33067 BRIAN J. MAMO CONTACT NAME: E Eat): ;); E-MAN- PRODUCER CARBO -1 CUSTOMER ID E: INSURER(S) AFFORDING COVERAGE NAIL f; INSURED CARBONNEAU'S HOME REPAIR SHEA'S• SHAMROCK, INC, 1725 BANKS ROAD MARGATE, FL 33063 INSURER A :VININGS INSURANCE COMPANY 16632 : NSuRER B :MARYLAND CASUALTY COMPANY 19356 INSURERC: BRIDGEFIELD EMPLOYERS INS CO 10701 INSURER D EACH OCCURRENCE ' INSURER S : 1,000,000 INSURER F : • CO VERAULb UCK 111'114%1= niurwcace.; — 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. TYPE OF INSURANCE AWL NOR POLICY NUMBER (M YD/YYYY) mum:Immo LIMITS LTR ' GENERAL LIABIIJTY COMMERCIAL GENERAL. LiABILfT( "l OCCUR • • GLP0094690 -00 • 12108110 12/08111 EACH OCCURRENCE ' 5 1,000,000 DOGE TO RENTED PREMISES (Ea oc0Isrence) 5 ,100,000 A • X MED EXP (Any one person) :$ 5,000 CLAIMS -MADE ! PERSONAL & ADV INJURY $ 1,000,000 X BLKT ADDL INSD GENERAL AGGREGATE $ 2,000;000 . PRODUCTS - COMP /OP AGG $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: POLICY n PFiOT - n LOC $ 71 - B AUTOMOBILE JEC LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS SCP04676062 03/15/11 0311 S/12 COMBINED SINGLE LIMIT (Ea accident) $ 100,000 X BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ X X PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAR OCCUR CLAIMS -MADE ' EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ • . . C WORKERS AND ANY OFFICERIMEMBER Mandatory Eyes, DESCRIPTION COMPENSATION EMPLOYERS' LIABILITY PROPRIETCR/PARTNERfEXECUTIVE EXCLUDED? In NH) describe under OF OPERATIONS.beluw Y f N N 083042433 07!06111 07/06/12 X WC STATU I x O TORY LATU- EL EACH ACCIDENT $ 1,000,000 III E.L. DISEASE • EA EMPLOYEE $ 1,000,000 E L DISEASE - POLICY LIMIT $ 1,000,000 DESCRIPTION 954-984-9402 OF OPERATIONS !LOCATIONS / VEHICLES (Attach ACORD int, Additional Remarks Schedule, II more space Is required) CERTIFICATE HOLDER MIAMI -6 MIAMI SHORES VILLAGE 10050 NE 2 AVENUE 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 ACORD 25 (2009109) © 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD CARBONNEAU'S HOME REPAIR 1725 Banks ad. Margate, FL. 33063 .ssic,„6. cattx".4 a/i9c7 74. 5" (eAete.r P. cI€ at. Property Information Report m idade, . "o Page 1 of 1 Property Information Report Summary Details: Folio No.: 11- 2232 - 054 -0060 Property: NE 105 ST 6 Mailing Address: E1365 PAULETTE FORBES PO BOX 127 STAMFORD CT 06904- Proeertv Information: Primary Zone: 2010 CLUC: 0007 CONDOMINIUM - RESIDENTIAL Beds/Baths: 0/0 Floors: 0 Living Units: 0 Adj Sq Footage: 997 Lot Size: 0 Year Built: 1960 Legal Description: DIAMOND APTS CONDO UNIT NO 6 UNDIV 22.096 % INT IN COMMON ELEMENTS CLERKS FILE 69R -22567 OR 15974 -5348 & 5346 0693 1 OR 15974 -5348 0693 00 Assessment Information: Year: 2010 2009 Land Value: $0 $0 Building Value: $0 $0 Market Value: $91,490 $114,360 Assessed Value: $47,444 $46,197 Exemution Information: Year 2010 2009 Homestead: $25,000 $25,000 2nd Homestead: NO NO Taxable Value Information: Year 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $25,000/$22,444 $25,000/$21,197 County: $25,000/$22,444 $25,000/$21,197 City: $25,000/$22,444 $25,000/$21,197 School Board: $25,000/$22,444 $25,000/$21,197 Sale Information: Sale Date: 6/1993 Sale Amount: $42,000 Sale O/R: 15974 -5348 Sales Qualification Description: Sales which are qualified View Additional Sales 'Close window'( [Click here to Print' This report was created on 5/27/2011 2:35:25 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. http: / /gisims2. miamidade .gov /myhome /proptext_print.asp ?folio= 1122320540060 &cmd = 5/27/2011 NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO /f • X32 •054 • OD4b 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. /sic- lo t N� ST ,,ham S4f .,►eS Space above reserved for use of recording office 1. Legal description of property and street/address: .-3•1 cA ! —O' 4. & AAA* 9 Ca &1/44.0 tJ t4.1' i*o. 2. Description of improvement: '.ris`ict i t 'r .0 -c"E /w f 111111111111111111111111111111111111111111111 CFN 2011R0484388 OR Bk 27763 Ps 030076 (1Ps) RECORDED 07/21/2011 13:22:37 HARVEY R.UVINr CLERIC OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE 3. Owner(s) name and address: Interest in property: Name and address of fee simple titleholder: . 4. Contractor's name ddress and phone G..0 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: rJ / - /365 me SOS t4k+►.t .S 33t3f' 7. Persons within the State of Florid designated by Owner upon whom notices or other documents May be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 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. /414. Name, address and phone number. 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording uiiless 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 er(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By ; . _N_ Prepared By Print Name 'R r✓ • Print Name Title/Office Title/Office STATE OF Af COUNTY OF ittliMESSIDE The fo oing I stru ent w By ndividually, or GI as Personally known, or eict fl- ackngwiedged before me this g day of for produced the following type of identification: Signature of Notary Public: Print Name: (SEAL) VERIFICATION PURSUANT TO SECTION 92.525• FLORIDA STATUTES Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true, to the best of my knowledge and belief. UIMrAR' -' NOTARY PUSUC _. SO -F My Comm. :Wires ea" Signatur =(s) of Owner(s) or Own s)'s- Authorized Officer/Director/Partner /Manager who signed above: By ii.a . By 123.01- S2PAOE3 3/10 STATE OF KOWA, COUNTY OF DADE i HEREBY C.E,`?11FY Mat this is a hue copy of the orih( this office on day of JUL 1 2011 A.D. 0 WITNESS my hand and Official Seal. - c nvommu Permit No: 11 -1333 Job Name: July 28, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Product approval for mullians restricts installation to be with PGT products only. 2) The property file shows a sloped roof. Design wind load sheet specifies this is a slope roof. Please verify building design. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 08/01/2011 12:16 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES e001 001 $$$ TX REPORT **$ TRANSMISSION OK TX /RI NO 1622 RECIPIENT ADDRESS 919549849402 DESTINATION ID ST. TIME 08/01 12:16 TIME USE 00'15 PAGES SENT 1 RESULT OK Permit No: 11 -1333 Job Name: July 28, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) Product approval for mullians restricts installationto be with PGT products only. 2) The property file shows a sloped roof. Design wind load sheet specifies this is a slope roof. Please verify building design. Plan review is not complete, when all items above are corrected, we will doa complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 r FLORIDA BUILDING CODE 2007 - ASCE/SEI 7 -05 - WIND LOAD TABLES -140, 146, 150 mph - Exposure C - Enclosed Building with mean roof height less than or equal than 60 Feet WIND PRESSURES IN PSF 140 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 39.1 42.4 52.1 42.7 46.3 57.2 16 -20 41.5 45.0 55.4 45.4 49.2 60.8 21 -30 45.2 49.0 60.3 49.4 53.6 66.2 31-40 48.1 52.1 64.1 52.5 57.0 70.3 41 -50 50.4 54.6 67.2 55.0 59.7 73.7 51 -60 52.4 56.7 69.8 57.2 62.0 76.6 LOCATION EXAMPLE BR ❑WARD COUNTY, PALM BEACH AND OTHER C ❑UNTIES WIND PRESSURES IN PSF 146 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 42.5 46.1 56.7 46.5 50.4 6 66.1`' 72.0 16 -20 45.2 48.9 60.2 ' 4•.' ; 56.5 21 -30 49.2 53.3 65.6 .8 58.3 31 -40 52.3 56.6 69.7 57.1 62.0 76.5 41 -50 54.8 59.4 73.1 59.9 64.9 80.2 51 -60 56.9 61.7 75.9 62.2 67.5 83.3 .71.2 MIAMI -DADE COUNTY GENERAL NOTES: 1- THESE TABLES MAY BE USED TO CALCULATE THE WINDLOAD FOR:OMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND DOORSAPPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. 2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-05 PUBLICATION. 3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY OFFICIALS. 4- IMPORTANCE FACTOR 1 =1.0 - (Category II Buildings - Tables 1.1 AND 6.5.5) 5- EXPOSURE C (Section 6.5.6.3 - Open Terrain with scattered obstructions with heights less than 30') 6- BUILDING CONSIDERED ENCLOSED - All glazing in the lower 60 ft shall be impact resistant glazing or protected with an impact resistant covering. (Section 6.5.9 - Internal pressure GCpi =.18 - Table 6.7) 7- BASIC W ND SPEED - V =140, 146, 150 MPH 8- TOPOGRAPHIC FACTOR Kzt= 1 - (Section 6.5.7 - FLAT TERRAIN) 9- DIRECTIONALITY FACTOR Kd = .85 (Section 6.5.4.4 - Wind Directionality Factor) 10- TRIBUTARY AREA: 10 SQF 11- EDGE STRIP (a): The smaller of 10% of the least horizontal dimension or 40% of the Mean roof height, but not less than tt larger of 4% of the least horizontal dimension or 3 ft. WIND PRESSURES IN PSF 150 MPH VELOCITY Building Height Roof Slope less than 10 degrees Roof Slope greater than 10 degrees Positive Negative Positive Negative z4 & z5 z4 z5 z4 & z5 z4 z5 0 -15 44.9 48.6 59.8 49.0 53.2 65.7 16 -20 47.7 51.7 63.6 52.1 56.5 69.8 21 -30 51.9 56.3 69.3 56.7 61.6 76.0 31 -40 55.2 59.8 73.6 60.3 65.4 80.7 41 -50 57.8 62.7 77.1 63.2 .68.5 84.6 51 -60 60.1 65.1 80.1 65.7 .71.2 87.9 MONROE COUNTY Roof Slope (h) MEAN ROOF 1CN7 HEIGHT ocIo vet w, a <= BWx0.1 ora < =hx0.4 BW less or equal than BL a must not be less than a= 3 feet or a= 0.04xBW DDcv EN6CO,Inc. Engineering Services - CA 8116 5595 Orange Drive 201 DAVIE - FLORIDA 33314 Tel: (954) 585 -0304 Fax: (954) 585 -0305 E -mail: Engco r AOL.com 22011 PEDRO-DS FIGUEIREDO PE52609 NOT VALID W /OUT SEAL 5/23/2011 -- - Dote Job ;.o. 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I I III lihuiuiul 11111 II Proposal BBB Member Southeast Florida Carbonneau's Home Repair 1725 Banks Road Margate , Florida 33063 (954) 984 -9393 FAX (954) 984 -9402 * Licensed and Insured since 1954 FL License: SCC131149745 Proposal Submitted To: EmployeelD Name MS Date Written: Address Address2 CityStZip CellPhone Phone Number Fax Number 7/22/2011 Workorder ID: 5697 PAULETTE V. FORBES 1365 NE 105 STREET # 6 MIAMI SHORES, FL 33138 IWe hereby propose to furnish the materials and perform the labor necessary for the completion of INSTALLATION OF NEW HURRICANE IMPACT SINGLE HUNG WINDOWS WHITE FRAMF / GRAY GLASS WITH SCREENS IWC MFG CO LARGE MISSILE IMPACT MODEL # 1040 KITCHEN: 1 SINGLE HUNG WINDOW @ 36 3/4 X 38 DINING ROOM: 1 SINGLE HUNG WINDOW @ 18 3/4 X 38 BATHROOM: 1 SINGLE HUNG WINDOW @ 18 7/8 X 38 1/4 LIVING ROOM: 2 SINGLE HUNG WINDOWS @ 36 7/8 X 50 1/2 (1 MULL ) BACK BEDROOM: 2 HORIZONTAL ROLLER WINDOWS @ 73 3/4 X 25 7/8 XO SUNROOM: 6 SINGLE HUNG WINDOWS @ 31 X 58 1/2 (5 MULLS ) 3 SINGLE HUNG WINDOWS @ 32 3/4 X 59 (2 MULLS ) 1 SINGLE HUNG WINDOW @ 45 X 58 1/2 PRICE INCLUDES ALL PERMIT AND ENGINEERING PRICE INCLUDES ALL STUCCO AND OR CAULKING PRICE INCLUDES REMOVAL AND DISCARD OF OLD DOORS PLEAS ALLOW APPROX 6 - 8 WEEKS FOR INSTALLATION ANY QUESTIONS CALL MIKE Proposal Member Southeast Florida Carbonneau's Home Repair 1725 Banks Road Margate , Florida 33063 (954) 984 -9393 FAX (954) 984 -9402 * Licensed and Insured since 1954 * FL License: SCC131149745 All material is guaranteed to be as specified, and the above work to be performed in accordance with the drawings and specifications submitted for above work, and completed in a substantial workmanlike manner for the sum of : with payments to be made as follows: DEPOSIT OF $ REQUIRED TO PLACE ORDER BALANCE DUE UPON COMPLETION OF $3000.00 Note - This proposal may be withdrawn by us if not accepted within 30 days. $5,995.00 Respectfully ed per Carbonneau's Home pair Any alteration or deviation from above specifications involving extra costs will be executed only upon written order, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Acceptance Of Proposal: The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payments will be made as outlined above. By signing below, I accept all attorney fees and all cost for collections if payment is not made by the above stated terms. Signature(s): _ Date: I. BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Innovative Window Concepts, LLC 1801 Corporate Drive Boynton Beach, FL 33426 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2905 www.buldinacodeonline.com 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 Dorm in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their. jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2031/2041/2062 Aluminum Horizontal Sliding Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W06 -83, titled "S- 2031/2041/2062 Mum. Horiz. Sliding Wdw." sheets 1 through 5 of 5, dated 12/13/06, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, 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 Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Path 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 he considered after a renewal application has been filled 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 NOAH 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 page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 07- 0103.09 Expiration Date: March 15, 2012 Approval Date: March 15, 2007 Page 1 Innovative Window Concepts, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W06 -83, Sheets 1 through 5 of 5, titled "Series 2031/2041/2062 Alum. Horiz. Sliding Wdw. ", dated 12/13/06, prepared by Al- Faroe Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, per FBC, TAS 2021 -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 Horizontal Sliding Window, glazed with 5/16" 115 and 7/16" HS laminated glass, prepared by American Test Lab of South Florida, Test Report No. ATLSF - 1023.01 -06, dated 11 /17/06, signed and sealed by Henry Hattem, P.E. and William R. Mehner, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 12/9/06, signed and sealed by Humayoun Farooq, 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. 01- 1204.01 issued to E.I. DuPont DeNemours for "DuPont Sentry Glass (R) Plus" dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 05- 1208.02, issued to E.I. DuPont DeNemours for "Dupont Butacite PVB Interlayer", approved on 01/05/06 and expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated December 9, 2006, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated December 9, 2006, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. ATLSF- 1023.01-06, issued by American Test Lab of South Florida, dated 11/17/06, signed and sealed by Henry Hattem, P.E. and William R Mehner, P.E. G. OTHER 1. None. E -1 Man P Product Control NOA No. 07 Expiration Date: March 15, 2012 Approval Date: March 15, 2007 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) MAXIMUM DESIGN LOAD RATING = + 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) — 75.0 PSF MAXIMUM DESIGN LOAD RATING a + 75.0 PSF (FOR SQFB SHOWN ABOVE OR SMALLER) — 85.0 PSF SERIES 2041 MAXIMUM DESI OCR SIZES SHOWN ABOVE OR SMALLER) SERIES 2062 e • is 'F + 80.0 PSF - 100.0 PSF SILICONE DOW CORNING 995 1/8° HEAT STREN'D GLASS .090° INTERLAYER BUTACTTE PVB BY 'DUPONT' 1/8° HEAT STREN'D GLASS SERIES 2031 74° MAX. WINDOW WIDTH 14' MAX •w D.L OPG. 37 8/8° MAX. VENT WIDTH D.L. OPG. 'TYPICAL ELEVATION$ SILICONE DOW CORNING 995 3/I6° HEAT STREN'D GLASS 090° INTERLAYER BUTACITE PVB BY ' DUPONT' 3/18' HEAT STREN'D GLASS 4 1/2° MAX. HEAD /SILL CORNERS SIUCONE DOW CORNING 998 3/16° HEAT STREN'D GLASS .090° INTERLAYER SENTYRYGLAS PLUS BY 'DUPONT' 3/18° HEAT STREN'D MASS SERIES 2062 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 2031/2041/2082 ALUMINUM HORIZONTAL SLIDING WINDOW APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SUDING WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERML 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 IN ALLOWABLE STRESS 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 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. qr. LVL HUMAYOUN PARO00 =UCNIRES CAN. 3 38 R®pro1d as rum yin with the 4PtiTS 7L r-yr, � Z 2 1 1 zu o 0 d 8W1� 3120 m drawing no. W06 -83 11th t1of, 5) TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 ".MIN,.° 1/2" MIN. i I • rWOOD BUCK d � u r„ 1 O i i• W3 W2 . Ed • TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MOM -DADE COUNTY APPROVED MUWON & MUWON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ICAL C : * ' • SEE ELEV. FOR S 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 1' 2�.c__yi INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 38 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (8083 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ed - ANCHOR FIEF OISTANCF INTO CONCRETE AND MASONRY ® 1 -1/2" MIN. INTO WOOD STRUCTURE = AS SHOWN INTO METAL STRUCTURE = 1/2° MIN. SEALANTS": ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM8504. WEEPHOLES; W1 = (3) 1 -5/8" X 1/4" WEEPHOLES AT 7 -1/8" FROM EACH END AND AT MIDSPAN WITH WEEP COVER W2 = (1) 1" X 1/4" WEEP SLOTS UNDER FIXED LATE AT 37" FROM ENDS. W3 = (3) 1° X 1/4" WEEP SLOTS ON VENT AREA AT 8" FROM VENT ENDS AND AT CENTER. .I:T%r•S. +117i11f�K1T+ 1.) A drawing no. W06 -83 (sheet 2 of 5 ) 1/4' SHIM MAX. 2BY WOOD OR WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADS COUNTY APPR,D MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING Inn OR. NUMAYOUN FAROOO 9 PE 6887 CAN. 1 3 DEC S. 6 . ! ;(!'+ 8 Ai !gig 1 drawing no. W06 -63 sheet 3 of 5 ) 0 VENT TOP /BOTTOM RAIL 0 1-2.688 FRAME HEAD .070 -1 402 .380 4 1.158 SILL TRACK 2.108 O FRAME SILL INSERT 1.882 SILL REINFORCING Q FIXED MTG. STILE 69 9 942 , • l63 .080 O FRAME SILL COVER 285 S .050 1.0 97 00 .603 OB GLAZING BEAD 3.166 1.082 .082 Fes—' 1.88 ® FRAME JAMB .082 3.317 0 WATER SHED • ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF. /SOPPLUER/REMARXS 1 021 -008 1 FRAME HEAD 8083 -78 - 2 021 -014 1 FRAME 81 BASE 8083 -T5 - 3 021 -013 1 FRAME SILL INSERT 8063-75 - 4 021 -015 1 FRAME S81 COVER 8083 -T5 - 8 021 -008 2 FRAME JAMB 8083 -15 - 6 022 -007 1/ VENT FOOD MEETING SALE 8083 -78 - 7 022 -004 1/ VENT VENT SIDE INTERLOCK 6083 -75 - 6 022 -018 1/ VENT VENT SIDE PULL 8083 -78 - 8 021 -011 4/ GLASS GLAZING READ 6083 -75 - 10 021 -003 2/ VENT VENT 70P/BOTTOM RAIL 8083 -75 - 11 021 -039 1/ VENT WATER SHED 8083 -75 - 12 022 -038 - SILL REINFORCEMENT, 12' LONG 8083 -T5 1/ MTO. RAIL & 1 BELOW FIX. 13 021 -018 1 TRACK ALUMINUM - 14 010 -004 2/ VENT WHEEL HOUSING ASSEMBLY RIGID PVC M & M PLASTICS 15 004 -002 2/ VENT SWEEP LOCK (P0207) - SULLIVAN & ASSOC. 16 008 -014 AS REQD. ASSEMBLY SCREWS 5Y /ST 18 X 1' PH 5MS 17 008 -031 4 NIG. RAIL ASSEMBLY SCREWS 57/511 110 X 1' PH WAS 18 018 -002 AS REDO. .187 X 170 WOOL PILE W/ FIN SEAL FELT ULTRAFAB 19 023 -001 AS READ. .187 X .270 FOAM FILLED BULB VINYL AMESBURY 20 012 -004 AS RECD. GLAZING COMPOUND SIUCONE DOW 985 21 018 -008 AS RE00. 1/8' SPACER ACRYLIC FRANK LOWE RUBBER 22 012 -001 - SM9504 SEAM SEALER - SCHNEE MOREHEAD 23 010 -014 AS REOD. 54FFLE NYLON M & M PLASTICS 24 010 -015 AS REDO. WEEP COVER NYLON PREFERRED ENGINEERING 25 015 -001 AS 9E00. .185 X 220 601.8 VINYL VINYL MASTER TOOL 26 010 -002 2/ VENT ENO CAP ACETYL M & M PLASTICS 27 - - - - - 28 015 -010 2/ UTE 1/8' X 1/2' 5E17ING BLOCK NEOPRENE FRANK LOWE RUBBER 29 - - - - - STRUCTURES Ear. >fl. HUMAYOLIN T 1188000 SCAN '35'8 0 F drawing no. W06 -83 (Sheet 4of 5 VENT TOP /BOTTOM CORNER'S FIXEn MTO. R4L CORNER FRAME TOP CORNER FRAME BOTTOM CORNER ,Appmvd a camrlyF tgwWi We NBA*. . r x,fN Nft&mI r, g4 5 k �=s drawing no. W06 -83 (sheet Bof B )1?2,T-74TUCEfi AUG 0 3 2011 BUILDING CODE COMPLIANCE OFFICE (BC CO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE OA, Innovative Window Concepts 1801 Corporate ]Drive, Boynton Beach, FL 33425 APE: This NOA is being issued under the applicable rules and regulations governing the use of constmetioxi 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 alter the expiration date stated below. The Miami -Dade County Product Control Division (in Miami Dade Cry) andlor the AHJ (in areas other than Miami. Dade have this product or material tested for 'C3`} reserve the right to the this pr manner, the quality assurance purposes. If this product or material fails to perform in 3 moor the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such prodpct 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 fads to meet the requirements of the applicable building code. This.product is approved as describes] herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone_ DESCRIPTION: Alum urn Single Hung Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W03 -53, titled "Aluminum Single Hung Window (L.M.I.)" ; sheets 1 through 6 of prepared by AL- Farooq Corporation, dated 07/14103, with revision "D" dated 1 i /06/O8,signed and sealed by Hurnayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. BILE Ile2ACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami lade County Product Control Approved ", unless otherwise noted hers. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no age in the applicable budding code negatively affecting the performance of this product. TIM INA.TION of this NOA will occur after the expiration date or ifthere 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 use 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 irnspeetion at the job site at the request of the Building Official. This NOA revises and renews NOA 1105- 1004.02 and consists of this well as the approval document mentioned above. The submittedelocumentation was reviewed by Fitz A. Harris, F.E., MIAMI -DADE COUNTY, FLORIDA METRO -DADE FL&GLER BUILDING 140 WEST FLAMER MEET, SUITE 1603 ' MIAMI, FLORIDA 33130-1563 (305) 375 -2901 FAX (305) 375 -2908 Jvww.brdldingeodeonline.eom NOA. No 08- 1210,03 Expiration Date: February 19, 2014 Approval Date: April 1, 2009 Page 1 Innovative Window Concepts NOTICE +01? ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 S3, titled "Aluminum Single Hung Window (L.M.I.) ", prepared by A1- Farooq Corporation, sheets 1 through 6 of 6, dated 07/14/03, with revision. `11" dated 11/06/48, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. - Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6 ) Force Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with marked-up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab of South Florida, Test Report No.ATL-0527.01 -�0T3, dated 06/12/03, signed and sealed by Henry Hattem, P.E. "Submitted' Ln S OA0 .i- 120111 2. Test reports. on I). Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 3) Uniform Static Air Pressure Test, Loading per FBC, TAS 202- 94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by American Test Lab of South Florida; Test Report No. ATL- 1109.01..04, dated 01/25/05, signed and sealed by William R. Mehner, P.E. C. CALCULATIONS 1. Revised Anchor calculations, and structural analysis, prepared by A1- Farooq .Corporation on 10128/08, signed and sealed byHumayoun Famoq, P.E. Complies with AS TM E 1300- 02/04 D. QUALITY ASSURANCE 1.- Miami Dade Building Code Compliance Office (BCCO). E . IVIA T.CRIAL C RTW1 CATI ONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus ", dated 01/03/08, expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to E.L DuPont DeNemours for "Dupont Butacite PVB" dated 01/05/2006 expiring on 12/11/2010, 3. Notice of Acceptance No. 06- 0216.06 issued to Solutia, Inc. for "Safiex 1T A. .rri% 1".E. Product Control Examiner MA No Oa- 1219.03 Expiration Date: February 19, 2014 Approval Date: App 1„ 20t19 E - l Innovative Window Concepts NOTjCE 01? ACCEPTANCE: EVIDENCE SUBMITTED. dated 05/04/06, expiring on 05/21/2011. F. STATEMENTS 1. Statement letter of compliance dated 10/28/20013, signed and sealed by Humayoun Farooq, P.F. G. OTHER L Notice of Acceptance No. 05- 1004.02, issued to Innovative Window Concepts, • for "Aluminum Single Hung Window, approved on 03/23/06 and expiring on 02/19/09. E -2 °itz A. Harris, P.E. Product Control Examiner NOA IATol08- 1210.03 Expiration Date:. Febraary 19, 2014 Approval Date: April 1, 2 009 H " SILL CORNERS (SURFACEEAP L1ED) DP' YONAL 47 D /18• V.L.O. (FIX. LIrO) 14 _MA)L HEAD /SILL "E"P R WIN8081 O0p14{4750ILUUEINE 1051614 PRESSURES ALUMINUM SINGLE HUNG WINDOW (X,,M.I.) DESIGN LOAD RATW100 FOR THESE WINDOWS TO SE AS PER CHARTS SHOWN ON SHEETS 2 & J. APPROVAL APPLIES TO SINGLE UNITS OR 010E BY SIDE COMBINATIONS OF 5.14. /9.14, OR SINOLE HUNO WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS U91140 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 BUILDINO CODE 2004/2007 EDITION INCLUOWO HIGH VELOCITY HUIVSOANE ZONE (MVO. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTUIr2E. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS ANOHORS EMBEDMENT TO BASE MATERIAL SHALL SE BEYOND WALL ORESSINO OR STUCCO. ANCHORING OR LOADING CONOMoNO NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN 0E910N OF ANCHORS INTO W000 ONLY. MATERIALS 1140100540 BUT Na LIMITED TO ST METAL SCREWS, THAT COME INTO OP CONTACT WITH OME DISSIMILAR DO CODETE MATERIALS 8E4 THE REQUIREMENTS 48 7/8" D.L.D. (VENT) — SD 1 /8" VENT WIDTH 83 1/8» WII•IDOW WIDTH UNEQUAL LITER (ORIEL TYPE) S" MAX. HEAD /SILL CORNERS 0.L.0. 11X. L 14" MAX. HEAD SILL 4 II II =- le jl II Ij 11 zv` 11 -c_6 == .ticvc N. ii n II II II II 11 �' it it I I �a -_ �= cr6rssa ¢ 1 i II III II I QII 11 II I. HMR WINDSW9 71447 REQUIR4 82 PEW OR LESS OE8)0N PRESSURES TYPICAL ELEVATIONS TESTED UNITS CHESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ME NOT REQUIRED, f• r» F&1.11g ESI e. • 0.1.0. ([Jp SO VL4YY 1/8" 4t'h1I AR WINDOW WIDEN EQUAL LITER P1tb'b6Wr fd15WRRQ neaPMJTyOIPTRM1Breft:Hdo BaIRXDgCoRe Aomplennal5o bplratltlR We1a - ,ID�PA',aFT • Ml o ,111181 Written "aS MAR 0 2 2009 drawing no. W03-53 UNEQUAL LITES WINDOWS 05811114 1,080 08080111' - 080 01.4805 80(8, 9E91E8 1000 6ER(05 1040 600108 1041 608198 1082 YOOTN HEIGHT 04T,( +) 1N7� )_ 227, +) 1NT,( -) Oxr.( +) 100'.0°) EXT,(+) 1N7,( -) 19 -1/8" 24" 28 -1/2° 32' 37° 40° 49" 03 -1/8° 80 -8/8" (4) 810 72.8 82.0 81.0 82,0 700 00,0 130,0 88,4 72.0 828 02.0 82.0 78,0 90.0 130.0 08.0 72.8 02.0 82,0 82.0 78,0 00,0 130.0 890 72.8 82.0 82.0 82.0 76.0 80.0 130.0 88.0 72.8 82.0 82.0 82,0 76.0 90,0 130,0 08.0 72.8 62.0 60.0 82,0 78,0 90.0 130.0 88.2 72,81 82.0 82.0 82,0 70.0 000 1300 68,0 08.2 82,0 02,0 82,0 78.0 00.0 130,0 10 -1/8" 24° 28 -1/2' 32" 37° 40" 48" 83 -1/8" 83" (8) 08,0 72.8 82.0 82.0 82,0 78.0 90.0 130.0 88,0 72,8 82,0 82.0 82,0 78.0 90,0 120.0 88.0 72.8 82.0 82.0 82.0 78.0 _00.0 1300 88.0 72.8 82.0 82.0 82.0 76.0 00.0 130.0 88.0 72.8 82.0 82.0 82.0 78.0 00.0 130.0 - 02,0 82.0 82.0 78,0 90.0 136.0 - - 82,0 82,0 82.0 78.0 00.0 130,0 - - 82.0 02.0 82.0 708 000 120.8 10 -1/9" 24" 20 -1/2" 32" 37' 40° 48" 83 -1/8" 78" (8) 08,0 72.8 82.0 82,0 82.0 78.2 00,0 130,0 88.0 72,8 82.0 02.0 83.0 78.0 00,0 130.0 80.0 72.8 82.0 82.0 82.0 78,0 60,0 134.0 - - 62.0 82.0 02.0 70,0 , 90,6 130.0 - - 82,0 81,0 82,0 76.0 000 .130.0 90.0 130.0 - - 82.0 92.0 82.0 788 - - 628 628 82.0 75.0 00.0 ' 130.0 - - I 82.0 82,0 02.0 78.0 00.0 128,1 19 -1/8" 24" 28 -1/2" 32° 37" 40° 84" (7) MA 728 . 82,0 82,0 ' 82,0 78.0 60,0 130.0 ' 88.0. 72.8 82.0 80.0 , 82,0 78.0 110.0 130,0 130.0 - - 02.0 82.0 82.0 78.0 90.0 - - 820 02.0 82.0 78.0 00,0 130,0 - - 82,0 82.0 62.0 78.0 60.0 130;0 � - - 82.0 80.0 02.0 70.0 80.0 12010 . 16 -1/8" 24° 28 -1/2" 32" 37" 88.0 72.8 82.0 82,0 82,0 78.0 90.0 130,0 ' 88" - - 800 82,0 82,0 70.0 80,0 13010 ' - - 82.0 82,0 02,0 78.0 90.0 (3010 13010 ! 130,0 (0) - - 00.0 82.0 82.9 78.0 90.0 - -, 02.0 82.0 82,0 78.0 90,0 1/8" ANN. CLAN 090" pv8 INTERLAYER BUTACI7E SY OUPONT 1/8" ANN. CLASS SILICONE 00W OORN1110 988 3/18" ANN. GLASS 000" ITVO INTERLAYER 9Y 901.191A 3/18" ANN. 0LA99 % SI000NE 00W CORNING 999 710711 UNEQUAL LITES (ORIEL TYPE) 3/10" HEAT STREN.0 011458 890" PV9 INTERLAYER BY SOLUTIA 3/18° HEAT 8TREM0 OLA5S 080" PVB 114TERLAYER BENIYRYOLAS PLUS 8Y OUPON1 3/10° HEAT 8TREN`0 CLASS SILICONE DOW 1011NIN0 906 NOTE: °LASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM Et300 -- 02/04 (3 SEC. OUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT LIMOS-DEC-210 Whgl ;fib L_� 10 -3/10" 111A0" 4TRE4'0 OLA81 E ®� 11 '1 m 1E) 0111001 z OOW OORNIN0 005 51 910)1158 1000 9E112129 1082 1;. • OIQUAL LITPIEI W17.115oW51 (i) y, . 0881010 LOAD CAPACITY - PRA' WIDTH FLA6(10 01100. 880120 10000017610111218 1040: 00111.30 .1.001 4 1009 200330 I r ®V±+7W1/IIWI.Offi Rr,•s',11.. •y V2 1 (r v �' Ir 4; 1 [a[ gyp, (I; Oi (y r7� {pq iy Q :4 i� 10 -1/0" 24° 28 -1 /2" 32° 40" 40" 83 -1/8" 20� c2) 1'3TX�v 00.0�.I�� IbtiYJ _78,00 A�L:aINq�E!1NT 130■0 -) - ... /' '�. 08.0 1f 1 0 1 1 1 ' � , 76.0 E . 130.0 _ 02.07 @;' 800 130,0 00.0 13010 � M�� � e20.. 13 I � " ' 0 t3. o 82.0.. . 08.0 ,e 13010 ____ > , 00.0 130,0 10, -I/8" 24° 20 -1/2" 32° S7° 40" 46" 83 -1/e" 30 -3/0" (3) 72.8 .� : , .11,1, 08,0 e�„' `�, l� 9304 ,0 ' 72.8 I� '�L`• ' ! ' ' 72.0 86.0 ''' 00.0 .130 130,0 '�: 720 - .. , , 130,0 lt11�1��� •'%L�:r.1�1�1 ���1 Ilr71��� , 1 130,0 _ .72.0 �R`):Q�l:a;l1 u:nae111' 13200 EQUAL CITES W 76" NOTE: GLASS CAPACITIES ON THIS SWEET ARE to tiberntttortviten g 'RASED ON ASTM E1300 -02/04 (3 SEC. OUSTS) ::...-i ., AND FLORIDA BUILDING COMMISSION A11etyto0n 724 113:11117111112111111161111111191 ' 00,0 �i d"'1 �[ ia N 8 ! Pi ig-EA •_ 000 1304 10 -1/0" 24° 20 -1/3" 32" 37" 40" 40° 83 -1/0" 50- 8/8 "!r�!�*� (4) �}/� i�[�4101tCL•I9 .D, !�� 72.8��' `®' ��'�}, 1 130,0 l�i4a 130,0 88.0 72.0 30,0 130.0 00,0 130,087 88.0 08.0 �r�F�� Illlliiia lEXI `�.i'aaltY5al `�• 1'`�,� '�` ,.i118uJ1 EME 00.0 130.0 00.0 130.0 00,0 130,0 130,0 19 -1/8" 24° 20-1/2° 32" 37' 40° 48° 83 -1 +" 03" (B) 00.0 72.0 raimitoraigni 00.0 130,0 08.0 80.0 80.0 1�7I2�.8� aLD:11�aILU'1♦ 72.0 . ' �<.}'�I� " .: , 130,0 1.1, 130,0 1 .'�1• r 130.0 88.0 72.8 . namtyy�ai 00.0 130.0 111C231 130.0 1M 00.0 130.0 __, ® 1.1.8 T t DM .1 10 -1/e' 24° 28 -1/2" 32" 37° 40° 48" 83`1/8° (8) 720 �1 6I . A EDEN 1004 08.0 72.0 minx 02.0 08.0 78.0 raj 130.0 08.0 02.0 00.0 78,0 00.0 130.0 08.0 00.0 .MI1133 00.0 111111111331111331111111301011111111111 Mal - 02.0 02,0 82.0 82.0 11113111031113/311 82.0 00.0 Ei ' 80.0 130.0 130.0 taci.130.0 130,0 82.0 e2.o 111.7 Mill 1 ENu 10 -1 /e' 24° 2o-1/2" / 32" 37" 40" 48" 04" (7) 08.0 72.8 62.0 82.0 85.0 72.0 00,0 130.0 08.0 723 02.0 00.0 00.0 78.0 00.0 180.0 � 7773 �� eD4 7g4 etl4 130,0 WWw I iDECL4RATOl�Y .I.- BxplrofloDGtelb _ai'�(:i-11, STATEMENT DCAOBWDEC•••219 .rte � ... ,, a.,. 80.0. 72.0 82.0 82,0 88,0 78.0 �'., ,� 130.0 E____p__ 72.0 ��� ■CLaa� 86,0 130, ,� 130.0 50 i � � ' ' ' �Onl ,ntr81 .. • . , MEI -IIMI IESEIIIIMIEDINIMIIIMI 1304 i ,� 11„ 'ti S�It $ 430 .g. 130,0 & w ts" . bh t{1_fi/I F A0000 /LA: 1(4 1e887 ' •'.0.0.10, 83 r MAR 0 x.2009 10 -1 e" 24' 29 -t/2" 32° 37° 40° 90° (8) 08,0 72.8 82.0 02.0 88.0 76.0 90.0 130.0 88.0 72.6 02,0 89.0 66.0 78.0 00.0 130.0 112.0 72.8 02.0 82.0 08.0 78.0 90,0 133,0 08.0 728 02,0 82.0 48.0 76.0 00.0 130,0 drolVirn�g ne, 111,! ©J ° RJ� - - 820 82.0 68.0 78.0 90.3 130.0 - 0" 130.0 ghee( $ of TYPICAL ANCHORS SEE ELEV. FOR SPACINO MIAMI -OADE COUNTY APPROVED MULLION dc MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS j TYPICAL ANCHORS SEE ELEV. FOR EPACINO SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY I.W.C. MUST SUSTAIN LOADS IMPOSE q SY GLAZING SYSTEM AND TRANS �W)tBHtlB -SZ1JR TYPICAL. ANCiiCRSS: SEE ELEV. FOR SPACING Ile DMA ULTRACQN ®Y 'ELCO' (FU« vT 001, Fy.I se NEO INTO 2SY WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1 2Y BUCKS INTO CONC. OR MASONRY 1 -I /4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY I-1/4" MIN. EMBED INTO CONC. OR MASO (ORAOE 2 ORS) INTO METAL STRUC RES STEEL : 12 OA. MIN. (Py - 36 KSI MIN.) ALUMINUM : 1 /6" THK. MIN. (0003 -T9 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1? , MR OR S _ E DR .I INd S CREWS INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. - .000") (NO SHIM SPACE) TYPICAL..EDGE. DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2" MIN. INTO W000 STRUCTURE - 1" MIN. iMODua'f rowan IE�I INTO METAL STRUCTURE - 3/4" MIN. =AVM pP8 . 0 CONCRETE Ye - 3000 Poi MIA{., MASONRY f'm - 1500 P0I.MIil.... • Dfrfgf TYPICAL ANCHORS SEE ELEV. FOR EPACINO ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • SCHNEE MOREHEAD SEAM SEALER SM8004•. MAR 0 2 2009 drawing no. W03 -53 MIAUI -0008 COUNTY APPROVED MULLION SEE SEPARATE 140A WINDOW 4940170 WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACINO \I /4° 0194. L BEMM \ 944401 VENT WIDTH TYPICAL ANOHO00 SEE ELEV. FOR 9146414140 0.1 070, m 0 a9 1/4" MAX. r 1060 8EAFi4146 SHIM (TEN 20. 2681 140 4104NTITY 68090W'4109. 018182186 M *NPV8UPPOI8O /POMAIi80 1 021 -029 1 FR6148 1640 0083 -14 ARCH ALUM. 2 021 -002 1 FRA96 BILL 0083 -T8 ARCH ALUM. 3 021 -000 2 84646 6*98 0063 -78 ARCH ALUM. 4 002 -DOT 1 0110. RAIL 0083 -18 ARCH ALUM. 8 022 -004 1 VENT 102 RAIL 8083 -78 ARCH ALUM. 7 022001 4 8891 SOTfrOM RAIL 8083 -T6 ARCH ALUM. 0 021-063 1 VENT 81042 RAO. 0083 -T8 ARCH ALUM. 10 021 -011 4/ LITE 04.47610 OEAO 0083 -T8 880444601. 106 .,021 -012 ,4/ 108 61A71N0 8880 6083• -T8 #I'�OH- l4J 1. 23 021 -000 2/ 82447 SNAP 181'014 (2 ®3° .1. 8063 -T9 ARCH ALUM. 24 020 -000 2 401788 1477 IS CE 0A1.0Wd11 0170 246 024 -000 2 810014 & TADRLE BALANCE 681 20 000 -001 2 00498 90/67 050,_ IBM* 26 004 -000 - 6644 8RA0H05 81061 001.0484.1 MPS 27 010.001 - 88914 9701^ 24010 VINYL MASTER 1601 26 004 -002 - 049062 LOCH 04 7° FROM 01408 METAL SULLIVAN & ASSOC. 20 010 -001 At 8840, FIN 42641 WOOL 22.8 4017454 FA8 30 023 -001 - 241100 8UL8 t4NYL AM08BI1RY 31 010 -009 - 0419628 P1V0 j 010880 0614. PRAN14 10490, AMOR 33 000 -014 AS 60420. 2881 2HPH 8018 80 88 34 000-031 2/ 0440 10141 21-1711 8018 9T /9T 37 012 -001 - 08004 8081,415 0018904 ACRYLIC 80419E6 90484600 30 000 -010 ■ 7801/2 UCFHPH 9469 RT /9T 40 000 -017 - 78X1 1/4 F029 6018 80/90 42 019 -001 AS 8800. 0018 VINYL 04901 4686294 TOOL 426 010-001 68 0500. W0006 0091 67; VINY4. 40 010 -000 0.180 824008 VNY1 ARAM 1049E 914658 406 010-004 - 1/10 X ,500 SPACER 211484. MASK LOWS AV689 48 012 -004 - 8012 098 , 811109140 0049 0024440 40 010 -010 - 9884 OtR66 702 91010 298 M 8 M 249787708 80 010-011 - BASH 011106 801 21010 228 M 8 M 21891708 81 008 -002 - 0801/2 4772(.8018 8T /8T 89 003 -001 A0 9006. 801.1, F0R(d, 84'100014 888016 ALUMINUM FLORIDA 882682 - - SCREEN OP770lAL E;XTERI OR D L. OPO. WINDOW WIDTH 1/4° MAX, LOAD SOARING SFIOd METAL STRUCTURE -- SCREEN OPT. Mpg 0 2 2009 drawing rib. W03-53 • 3.109 .40E . .877 078 - .300 W. --�1 .. s �� ,� ✓ �� I 7� I / I 3 't MINT TOP CORNER I! I % •� C _�‘1, !I .207 1.888 908�� TlrE::32j6 .800 1.101 1.000 ® 1.--- FIXED MEETING [ Tr 1.830 RAIL 1.200 - 7.000 5 - t, j1a b 2,040 1.1 .. .lee 3.098 11 j A1N WINXN COICEPIS. u.c 1881 GATE DR VE BOYNTON BEAM FL 33420 is (sal) 493 -2:43 Fat C561) 493-Z1232 ,...... „IL � ' Ill I ,..`'` 1I a1 Ilir .- I •f 1.407 1.000 .._� _ OB2-1- u .882 2.407 oe2 ,082 TfP. 078 .870 4 .407 _.1____..- F--- -1.788 3 FRAME JAMB .878 (8) VENT I 7107e TOP RAIL 2.293 3.304 ,334 2.888 3.438 .078 - .094 082 TfP, 093 3,114 333 2.4ot sae � 4� ' 1 2Y P 1 1.000 1.71a III Ii _ Y i''- -• -* 2.070 oat .289 i / / /,'x �.// �` 19 09 ay /�' ! 1 1.000 An 303 _ `` '� Ov4zlNO 9a3 BEAD i `( I 7 VENT 1.toa 190TTOM RAIL 5�111� iNtIMA � p�� e FRAM SILL 1.010 - 1.828 .878 .002 TIP. ,.. 1.000 RAIL - [-A70 NL.gorroM CORNIrR 418 ,V i L_' ,0 q9 .i� P.i4AME CONNERS ngn •8 q� • 1 t 1 d1A, pQ 1g9�9 1 i C.A.N. Oje MAR ,U 2 20 2 ,10 89 .tWtAAre1P1a1AQ0 si 1::.,t,' ,. a Q` 1 . � :, �.. .: r,.., .'0,7roh'�ntral 1310%ton 11 1 1.02b A44 � 1 .976 { 1 00 • .OtiO [ 303 -� ..... -_._ •078 .938 TYPE d .828 -- 0 VOA' SIDE , Bo ot,aziNO .flo3 StAn _ - -. drtnving no. W03 -53 23 LATCH .830 a � 1 CC BUILDING CODE COMPLIANCE OFFI (BO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE E. S. Windows, Inc. 10653 N.E. Qnaybridge Court Miami, FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This 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 br.. lding 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 Aluminum Tube Mullions -- L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad View, P. E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 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. REVISION 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 renews NOA No. 06-0913.05 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. OA MIAMI —DADE COUNTY, FLORIDA METRO —DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1107 MIAMI, FLORIDA 33130-1563 (305) 375 -2902 FAX (305) 372 -6339 www.miamidade.gov/buildingcode A?PROVEb 6 NOA No. 09- 0825.03 Expiration Date: September 16, 2014 Approval Date: November 10, 2009 Page 1 E. S. Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -04, titled "Aluminum Tube Mullions ", sheets 1 through 8 of 8, prepared by AL- Farooq Corporations, dated 04/26/04 and last revised on September 28, 2009 w/ revision "E ", signed and sealed by Arshad Vigar, 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 installation diagram of a aluminum single hung window mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL -3810, dated 05/16/03, FTL -3819, dated 06/09/03 and FTL -3820, dated 06/09/03, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04- 0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Far000 Corporation, dated 09/01/09, signed and sealed by Arshad Vigar, P. E. Complies with A -STM E1300 -02/ 04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 21, 2009, signed and sealed by Arshad Vigar, P. E. 2. Laboratory compliance letter for Test Report No.'s FTL -3810, FTL -3819 and FTL -3820 issued by Fenestration Testing Laboratory, Inc., dated May 16 and June 09, 2003, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA 04- 0712.01) G. OTHERS 1. Notice of Acceptance No. 06-0913.05, issued to E. S. Windows, Inc. for their Series "Aluminum Tube Mullions - L.M.I. ", approved on 03/29/07 and exp' :._ ; n 09/16/09. E -1 • Ur Jaime 1. Gascon, P. Chief, Product Control Division NOA No. 09- 0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 • MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. R CTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES; 711I5 PRODUCT HAS BEEN 0E8100E0 AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EORION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 8E AS U5TED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC). ANCHORING CONDRIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL- /. LOAD DURATION INCREASE IS USED IN 08510N 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, 2411.3.3.3 AND 2328. INSTRUCTIONS' USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 $TE 2 STEP 3 „STEP 4 STEP 5 DETERMINE DESIGN LOAD REOUIREO PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE OE810N LOADS SPECIFIED UN STEP 1 ABOVE. 3.000 4.000 5.000 6.000 y"v9,1- GLAZING PRODUCT '71-p _ TYPICAL WINDOW FRAME tiL___.yylJ'4F'LJj 2.000 TUBULAR SHAPES ALLOY m 8063 -T6 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OCT Engr: AR5HA0 VICAR CAN. FLA. PE L 39803 CAN. 3535 0 1. 2.000 4.000 1.000 PRODUCT RENEWED OA CAZ*Plyton Wi11. the Florida 6108470 Ccda Aa851L'124 PTn /M Data B. aft) at Control 03, ALUMINUM TUBE MULUONS J) 1 a drawing no. M04 -04 (sheet 1 Of 8 1 X 3 STD. MULLION 8063 -16 4.000 X 4 STD. MULLION 6063 -T6 2.000 .125 Ed m MIN. EDGE DIST. 1/2" FOR 1/4" DIA. ANCHORS 5/8" FOR 5/16" DIA. ANCHORS ANGLE CLIP 6063 -T5 2.000 Ed. 1.000 3.000 .338 .338 3.000 .125 1 X 3 CUSTOM MULLION 6063 -T6 2.000-- �{�.125 ■.126 2 X 3 STD. MULLION 8083 -18 y i.DDD r 4.000 125 1 X 4 CUSTOM MULLION 6063 -T6 2 X 4 STD MULLION 8063 -1B 5.000 2.000 2 X 5 STD. MULLION 6063 -16 6.000 2.000 —Lc .125 2 X 6 STD. MULLION 6063 -16 e-.125 6.000 jam— 2.000 ��.250 I 4 x-.250 2 X 6 HEAVY MULLION 6063 -08 .720 2.000 .125— NOTCH OPTIONAL 2.750 3.750 1/2" TYP. Ed . MIN. EDGE DIST. 1/2" FOR 1/4" DIA ANCHORS we FOR 5/16' 01A. ANCHORS MULLION CLIP 6083 -T8 Ed. NOTCH OPTIONAL Ed a MIN. EOCE DIST. 1/2" FOR 1/4" DIA. ANCHORS 9/8° FOR 5/18" DIA. ANCHORS MULLION CLIP 8063 -T8 Env, ARENA° VIDAR FLA. PE 6L 38863 C.A.N. 3536 lJ OCT 01 2009 PRODUCT RENEWED n complying with the Florida Eulldlog COdo 5.ceepini um No E xplmtfua D Ely V1iu +.t :)ade Product Coe fa z g a& V � 849 ALUMINUM TUBE MULUONS •a° 0 J_,SYy A $ 8 tl 6 8 S 8 drawing no. M04 -04 (sheet 2of 8 ) • • ( v, ,54, y O >e DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DEBICN LOAD CAPACITY - PS? (TUBE MUL .1058) DESIGN LOAD CAPACITY - PBP (TUBS MULLIONS) WINDOW DIMS. 1 X 3 STD, 1 X 4 STD, 1 X 3 CUSTOM 3 X 4 CUSTOM 2X5 STE. 2X6 STD, 2X8 HEAVY WINDOW DIMS. I X3 STD. 1 X4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 5 STD. 2 X 8 STD. 2X8 HEAVY WINDOW DIMS. 1X3 STD. 1X4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2X9 STD. 2X8 STD. 228 HEAVY 2 X 3 STD. 224 ETD. 2 X 3 079. 2 X 4 STD. 2 X 5 STD. 2X4 STD. AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MuUg4 FLORIDA 33174 TEL (305)2644100 FAX. (305)2826978 WIDTH (W) MULL SPAN WIDTH (W) MULL SPAN WIDTH (W) MULL SPAN 19 -1/8" 28 -1/2" 30" 37" 42" 48" 54' 60" 66" 72" 38 -3/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1 /8` 26 -1/2" 30' 37" 42' 48" 54" 60" 66" 72" 74 -1/4" 74.8 140.9 113.1 Is0.0 150.0 130.0 150.0 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54' 60" 86" 72" 120' - 37.9 27.3 55.3 96.7 146.1 150.0 150.0 150.0 190.0 150.0 150.0 150.0 150.0 53.8 101.7 83.1 148.6 150.0 150.0 150.0 - 27.3 - 39.9 69.8 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 89.8 73.4 131.3 150.0 150.0 150.0 - 24.1 - 35.3 61.7 93.2 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 38.5 72.8 59.5 106.4 148.9 150.0 ®" - - - 28.6 50.0 75.5 138.8 149.6 150.0 150.0 150.0 150.0 150.0 150.0 33.9 52.4 93.8 131.2 114.8 102.1 150 0 150.0 150.0 - - - 25.2 44.1 86.5 122.3 130.9 150.0 150.0 150.0 150.0 150.0 150.0 29.7 56.1 45.9 82.1 - - 22.0 38.5 58.2 107.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 26.4 49.9 40.8 72.9 135.2 imx - - - - 34.3 51.8 95.1 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 36.7 65.6 91.8 121.7 '®' - - - - 30.8 46.6 85.6 95.2 150.0 146.8 150.0 150.0 150.0 150.0 21.6 40.8 33.4 59.7 83.5 110.6'®' - - - - 28.0 42.3 77.8 87.3 140.1 134.8 150.0 150.0 150.0 150.0 - 37.4 30.6 54.7 76.5 101.4 150.0 - - - - 25.7 38.8 71.3 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60' 86" 72' 90 -5 /6" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 28 -1/2" 30" 37° 42" 48° 54" 69" 88" 72' 84" 91.9 110.1 79.5 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2' 30" 37" 42" 48" 54" 60° 86' 72' 132" - 28.5 20.5 41.6 72.7 115.8 150.0 138.2 150.0 150.0 150.0 150.0 150.9 190.0 ®K= 57.4 116.1 150.0 150.0 190.0 - 20.5 - 30.0 52.5 89.4 150.0 120. 150.0 150.0 190.0 150.0 150.0 150.0 32.8 70.2 50.7 102.6 143,5 150.0 150.0 - - - 28.5 46.3 73.7 135.4 50.0 150.0 150.0 150.0 150.0 150.0 26.6 ME 41.1 83.2 116.4 150.0 150.0 - - - 21.5 37.6 59.7 109.8 ALUMINUM TUBE MULLIONS JI E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 `I 138.0 132.6 150.0 150.0 150.0 150.0 23.4 '® 36.2 73.3 102.5 135.8 150.0 - - - - 33.1 52.8 96.7 75.2 120.6 118.0 150.0 190.0 150.0 150.0 43.9 31.7 64.1 89.7 118.8 150.0 - - - - 29.0 48.1 84.6 68.8 107.3 103.1 190.0 150.0 150.0 150.0 39.0 28.2 57.0 79.7 105.6 150.0 - - - - 25.7 40.9 75.2 80.2 98.6 92.8 141.2 150.0 150.0 150.0 ' 25.3 51.3 71.8 95.1 150.0 - - - - 23.2 36.8 87.7 54.7 87.8 84.4 128.4 150.0 150.0 150.0 - 23.0 46.6 65.2 86.4 150.0 - - - - 21.1 33.5 81.5 50.1 80.5 77.3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.7 59.8 79.2 145.6 - - - - - 30.7 58.4 19 -1/8" 28 -1/2' 30° 37" 42" 48" 54" 80" 66' 72" , se' 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 26 -1/2" 30' 37` 42' 48" 54" 60" 9e' 72' 86° 34.5 74.0 53.3 108.1 150.0 150.0 150.0 10 -1/8" 28 -1/2" 30" 37° 42" 46" 54' 80° 86° 72" 144" - 21.9 - 32.0 58.0 89.0 150.0 103.8 150.0 150.0 150,0 150.0 150.0 150.0 ICEM • �M� - 53.4 38.4 78.0 124.4 109.9 Eccompin 145.6 150.0 - - - 23.1 40.4 84.3 118.0 917 147.2 141.4 150.0 150.0 150.0 150.0 47.2 68.9 - - - 20.4 35.7 55.8 104.3 119.3 114.7 150.0 150.0 150.0 150,9 29.5 ® 21.2 55.9 89.1 118.0 150.0 - - - - 28.9 45.0 84.5 105.1 101.0 190.0 150.0 150.0 150.0 49.2 78.5 104.0 - - - - 25.5 40.5 74.5 57.3 92.0 138.4 134.5 150.0 150.0 150.0 43.1 68.7 91.0 150.0 - - - - 22.3 35.5 85.2 50.9 81.8 78.6 119.5 150.0 150.0 150.0 - 26.2 - 38.3 61.0 80.9 148.6 - - - - - 31.5 57.9 45.8 73.6 70.7 107.8 150.0 150.0 150.0 23.6 - 34.4 54.9 72.8 133.7 - - - - - 28.4 52.1 41.7 66.9 84.3 97.8 138.8 190.0 150.0 21.4 - 31.3 49.9 68.2 121.6 - - - - - 25.9 47.4 38.2 61.3 58.9 89.6 129.4 150.0 150.0 - . - 28.7 45.8 60.7 111.5 - - - - - 23.6 43.4 19 -1/8" 25-1/2' / 30" 37" 42" 48" 54" 80" 88' 72" 63" ' 121.9 150.0 159.0 150.0 150.0 150.0 150.0 19 -1 /8" 26 -1 2" / 30" 37' 42" 48" 54' 80" ee° 72° 108" 51.9 37.4 75.9 132.7 150.0 150.0 W685 ES O IN RIBED 9105 RECTANGULAR TO 85 INSCRIBED HOR20NT7t1 WUWON 4 3 R • SSS��� a0 $ 9 1 > P. p38 qE@ O 9 P 86.0 141.2 135.7 150.0 150.0 150.0 150.0 37.5 27.0 54.8 95.8 130.2 ®" 77.7 124.8 119.9 150.0 150.0 150.0 150.0 - 33.1 23.9 48.4 84.6 115.0 150.0 63.0 101.2 97.2 147.9 150.0 190.0 150.0 - 26.9 - 39.2 68.6 93.3 150.0 GLAZING PRODUCT VERTICAL -*-NUWON CU21N0 PRODUCT 2 & �i 55.5 89.1 85.8 130.3 150.0 150.0 150.0 23.7 - 34.6 60.4 82.2 ''®' 48.8 78.0 74.9 114.0 150.0 180.0 150.0 MEN= 30.2 52.9 71.9 132.1 43.2 69.3 68.8 101.3 141.8 150.0 190.0 - 26.9 47.0 63.9 117.4 OtAZWC PRODUCT GLAZING PRODUCT 38.8 62.4 59.9 91.2 127.8 150.0 150.0 - 24.2 42.3 97.5 109.7 39.3 98.7 54.5 82.9 118.0 190.0 150.0 22.0 38.5 ® .� s 32.4 52.0 49.9 78.0 108.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.(+) /INT.( -). s 92Vig g e g 6mry Ng W1 T W2 MULLION SPAN 6 °e m --L NOTE' MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. ,__. b i 8 - _ .--.. �. b �' (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS 0r' SHA °AR MIL FLA. PE 9 38883 PRODUCT CAN. 7536 �J11/ (j C! 20U RENEWED 5 098975)488 4I1I the Ronde iy1so ' Q� ANCHORS TYPE 'D' AND 'E' APPLICABLE TO W) + W2 WIDTH (W) 2 °, c .3m Ed i, axp{rtette Edo 1 droving no.i M04 -04 4 5° AND 6° TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. MULLIONS y2yy Zo( T Vttrsd ad4Pro uctCOn 4`T, 7i.i91Mt (sheet 3 of 8_ ) • • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8" 150.0 190.0 150.0 150.0 150.0 26-1/2" 190.0 150.0 150.0 150.0 150.0 30" 143.1 150.0 150.0 150.0 150.0 37" 116.0 150.0 150.0 150.0 150.0 42' 102.2 150.0 132.9 190.0 150.0 48` 38 -3/8" 89.4 150.0 118.3 150.0 150.0 s4' 79.5 147.3 103.4 150.0 150.0 60" 71.5 132.8 93.1 150.0 150.0 88" 85.0 120.5 84.8 150.0 150.0 72" 59.6 110.5 77.8 150.0 150.0 19 -1/8" 150.0 150.0 150.0 150.0 150.0 28-1/2" 122.8 150.0 150.0 150.0 150.0 30" was 150.0 • 85.0 180.0 150.0 37' 87.9 150.0 114.4 ) 150.0 150.0 42" 77.5 143.8 ■ UOg 190.0 150.0 48° 50 -5/8" 67.8 125.6 88.2 150.0 150.0 54" 60.3 111.7 78.4 150.0 150.0 60' 54.2 100.5 70.5 141.1 150.0 68" 49.3 91.4 64.1 128.3 150.0 72" 45.2 83.8 58.8 117.6 147.0 19 -1/8" 148,5 150.0 150.0 150.0 150.0 26-1/2" 107.2 150.0 139.4 150.0 150.0 30" 94.7 150.0 123. 150.0 150.0 37" 78.8 142.3 - 60.3 150.0 150.0 42° 67.6 125.3 •:.. 150.0 150.0 48° 58" 59.2 109.7 77.0 150.0 150.0 54° 52.8 97.5 88.4 135.8 150.0 60" 47.3 B7.7 61.6 123.1 150.0 86" 43.0 79.7 56.0 111.9 139.9 72' 39.4 73.1 51.3 152.6 128.3 19 -1/8" 138.7 150.0 150.0 180.0 150.0 213-1/2" 98.7 150.0 128.3 150.0 150.0 30" 87.2 160.0 113.4 150.0 150.0 37" 70.7 131.0 91.9 150.0 150.0 42" 62.3 115.4 81.0 150.0 150.0 48" 83" 54.5 101.0 70.9 141.7 150.0 54" 48.4 89.7 83.0 128.0 150.0 60" 43.8 80.8 58.7 113.4 141.7 85" 39.8 73.4 51.5 103.1 128.8 , 72' 38.3 87.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WDBDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8" 116.0 150.0 150.0 150.0 150.0 25 -1/2" 83.7 150.0 108.9 150.0 150.0 30' 74.0 137.1 96.2 150.0 150.0 37" 60.0 111.1 78.0 150.0 150.0 42" 52.8 97.9 65.7 137.4 150.0 48" 74 -1/4" 46.2 85.7 60.1 120.2 150.0 54" 41.1 76.1 53.4 106.9 133.6 80" 37.0 68.5 48.1 96.2 120.2 .� 89" 33.8 62.3 43.7 87.4 109.3 72° 308 57.1 40.1 80.2 100.2 19 -1 /8" 102.5 150.0 133.4 150.0 150.0 28-1/2" 74.0 137.1 96.3 150.0 1 50.0 30" 85.4 121.1 85.0 150.0 190.0 37" 53.0 98.2 68.9 137.9 150.0 42" 46.7 86.5 60.7 121.5 150.0 48" 84" 40.9 75.7 53.1 106.3 132.9 84' 36.3 67.3 47.2 94.5 116.1 80' 32.7 60.8 42.5 85.0 106.3 68" 29.7 55.1 38.6 77.3 96.6 72" 27.2 50.5 35.4 70.9 88.8 19 -1/8" 89.7 150.0 118.7 150.0 150.0 26-1/2" 64.8 120.0 84.2 150.0 150.0 30" 57.2 106.0 74.4 148.8 150.0 37" 46.4 85.9 - 60.3 120.5 150.0 42" 40.9 75.7 53.1 106.3 132.9 46" 88" 35.8 58.3 45.5 93.0 116.3 54" 31.8 58.9 41.3 87.7 103.3 80" 25.6 53.0 37.2 74.4 93.0 88" 26.0 48.2 33.5 67.6 84.5 72" 23.8 44.2 31.0 62.0 77.5 19 -1 /8" 788 147.8 103.7 150.0 150.0 28-1/2" 57.6 106.7 74.9 149.7 150.0 30" 50.8 94.2 68.1 132.3 150.0 37" 41.2 76.4 53.6 107.2 134.1 42" 36.3 67.3 47.2 94.5 118.1 48" 108" 31.8 58.9 41.3 82.7 103.3 54" 28.2 52.3 38.7 73.5 91.9 80" 25.4 47.1 33.1 66.1 82.7 86° 23.1 42.8 30.1 60.1 75.2 72" 21.2 39.3 27.6 55.1 68.9 ALL LOADS ARE EXT,(+) /INT.( -). NOTE. ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 4 ", 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE MOTH (5) MULL SPAN A B C D 8 19-1/6" 71.8 133.0 93.4 150.0 150.0 28 -1/2" 518 96.0 87.4 134.8 150.0 30' 45.8 64.8 59.5 119.0 148.8 37" 37.1 68.8 48.3 98.5 120.8 42" 32.7 60.6 42.5 85.0 108.3 48" 120" 28.6 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 80.1 02.7 60" 22.9 42.4 29.8 59.5 74.4 66" 20.6 38.5 27.1 54.1 87.6 72" - 39.3 24.8 49.8 92.0 19 -1/8" 85.3 120.9 84.9 150.0 150.0 26 -1/2" 47.1 87.3 61.3 122.5 150.0 30" 41.8 77.1 54.1 108.2 135.3 37° 33.7 62.5 43.9 87.7 109.7 42" 29.7 55.1 38.8 77.3 96.6 48" 132" 28.0 48.2 33.8 67.6 84.5 54" 23.1 42.8 30.1 60.1 75.2 60" 20.8 38.5 27.1 54.1 67.6 88" - 35.0 24.8 49.2 81.5 72" - 32.1 22.5 45.1 58.4 19 -1/8" 59.8 110.8 77.8 150.0 150.0 26 -1/2" 43.2 80.0 56.2 112.3 140.4 30" 38.1 70.7 49.8 99.2 124.0 37` 30.9 57.3 40.2 80.4 100.5 42" 27.2 50.5 35.4 70.9 88.6 48" 144" 23.8 44.2 31.0 62.0 77.5 54" 21.2 39.3 27.6 55.1 68.9 60" - 35.3 24.8 49.8 62.0 60" - 32.1 22.5 45.1 56.4 72" - 29.4 20.7 41.3 51.7 ANCHORS TYPE 6,8.0,0 OR E ANCHORS 8.8.0.5 OR E W1 W2 TYPICAL MULLION ARRANGEMENT$ WIDTH (W) m WI + 2 52 ANCHORS TYPE 4,8,0,5 OR E HORIZONTAL MUWON ARCHES TO SE INSCRIBED INSIDE RECTANGULAR SHAPE "� OLA2 N0l � �'4 PR ODUCT % VERTICAL MUWON •.. 01.82190 PRODUCT GLAZING GLAZING PRODUCT PRODUCT ANCHORS 8.8.0.5 OR E W1 W2 TYPICAL MULLION ARRANGEMENT$ WIDTH (W) m WI + 2 52 ANCHORS TYPE 4,8,0,5 OR E HORIZONTAL MUWON ARCHES TO SE INSCRIBED INSIDE RECTANGULAR SHAPE "� OLA2 N0l � �'4 PR ODUCT % •.. 01.82190 PRODUCT \`AN�C_HOR DETAlt 51 GLAZING PRODUCT ANCHORS A,B,C.0 OR E MULLION SPAN Env: ARSHAO HOAR CIVIL FLA. PE 5 38893 C.A.N. 3539 eft.° 200 z 0 1 g a 01 o lI ZJ 3 1 `5 drawing no. M04 -04 Shoat 4 of 8 • 1/4" DIA. ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) I/4" DIA. ULTRACONS 1 PER ANGLE Ed. 18Y W000 BUCK a n 11 II 11 ;',A; i1 l 1 I 1/4" DUL ULTRACONS 2 PER CUP (1 ON EACH WING) FLOATING CUP SNUG FIT INSIDE MULL 814 SMS 1 -3/4" 0.C. MIN. 2 PER ANGLE 2BY WOOD BUCK OR WOOD STRUCTURE TERNATE ANCHORALOCATION 11 I 11 11 II 11 U 11 u u 1 1 I I I I 1/4" DIA ULTRACONS 1 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL ANCHORS TYPE IAI #14 SMS 1 -3/4" O.C. MW. 2 PER ANGLE ROI II 11 u U u 2 X 2 X I /8" ALUM ANGLE 202 X 1/8" ALUM ANGLE Ed. • 1: MIN. 1/4" 01A. ULTRACONS 2 1/4" 4 PER CUP (2 ON EACH WING) MIN. 1 1 BY WOOD BUCK Ed. 1" MIN nit 11 II 11 Ii I 11 I IJI 0 it i J I I 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) 1/4 DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. m MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1" 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2" 1 -1/2" ALL CUPS AND ANGLES TO FR SNUG INTO TUBE /AUL ONS. CUPS OR ANGLES CONNECTED DIRECTLY. TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE METHACRYLATE LACOUER. 1 /4" D1A. ULTRACONS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL 8I4 SMS I -3/4" O.C. MIN. 2 PER ANGLE ..WI mod- 2 BY 000 BUCK 1 11 II II II II 1 L-J1 11 1I II 11 II II 11 II I I 1 U u u I 1 I I 1/4" DIA. ULTRACONS 2 PER ANGLE FLOATING CUP SNUG F1T INSIDE MULL 814 5110 1 -3/4" O.C. MIN. 2 PER ANGLE ANCHORS TYPE S' Sign ARSfHAIf HOAR CAM. FLA. PE Y 38883 CA.N. 353B OCT 0 1 2009 2 X 2 X 1/8" ALUM ANGLE AIM 11 u 2 X 2 X 1/8" ALUM ANGLE PRODUCT RENEWED as complying wl h the Floldde Bn1idilg Code 4eceptsnce No Batt Dy NBemi Division Nt Conho m � g : c 5 drawing no. M04 -04 sheet 5 of 8 1/4' DIA. ULTRACONS Ed. 2 PER CLIP (1 ON EACH WING) 1/4' DIA. ULTRACONS 1 PER ANGLE 1/4' DIA ULTRACONS Ed. 4 PER CUP (2 ON EACH WING) T. MIN. I FLOATING CUP SNUG FIT INSIDE MULL f'14 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 2 X 2 X 1/8' ALUM ANGLE FLOATING CUP SNUG FIT INSIDE MULL 2 X 2 X 1/8' _I 1. ALUM ANGLE 814 SMS 4 PER ANGLE ALUMINUM TUBE MULLIONS Ed. 1/4' DIA ULTRACONS 2 PER CUP (1 ON EACH W1N0) LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE '0' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 0 ALTERNATE ANCHOR LOCATION 1/4 DIA. ULTRACONS 87 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. - MIN. EDGE 01ST. MIN. EMBEDMENT WOOD 1" 1 -3/8' BLOCK 2-1/2' 1 -1/4' CONCRETE 2 -1/2' 1 -1/2' ALL CLIPS AND ANGLES 70 FR SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY 70 BE PROTECTED WITH ALKALI- RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. gr. ARSHAO MOAN CALL y FLA. PE 38883 CA S N. 538 PELMET R -nf:E6 /0d7 ur complying with Lho Honda Ru`UiidgCado nCC Ado S c D a i� S 5T, 014 OCT 01. 2009 ANCHORS TYPE 'C' drawing no. M04 -04 sheet 6 of 8 5/16" 01A. ULTRACONS Ed. 4 PER CLIP (2 ON EACH WING) 5/I6' 0IA ULTRACONS 2 PER ANGLE - FLOATING CUP SNUG FIT INSIDE MULL 2 X 2 X t /8" ALUM ANGLE 14 E 4 P ANGSMLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS 3/16" OIA. ULTRACONS BY • ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed. . MIN. EDGE DIST. MIN. EMBEDMENT CONCRETE 2 -1/2" 1 -3/4' ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO SE PROTECTED WITH ALKALI- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WIRE METHACRYIATE LACQUER. Env.. AR5HA0 50AR CIVIL FLA. PE Y 36883 CAN. 3538 OCR 01 no MEODUCT RENEWED e c „.15. Yin3 a:Lh Bte Florid* lon,in.3Coe, O3 SsEIJi menT10 34111 an zo(lb, By Nlmn � Ode P •- cl Cootm Division V 7 0 W 1- 7 z 2 ig a drawing no. M04 -04 sheet oaf 1 E14 SMS SEE CHART FOR OUA TMES TUBE MULLION r #10 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE — TUBE MULLION 814 FH SMS 1 -1/2" O.C. MIN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION 1,4 . H10 FH SMS 2 PER CLIP I" O.C. MIN. 1 -3/4" X 2' X 1/8` (FOR 281 TUBE) 3/4" X 2' X 1/8° FOR (181 TUBE) ALUM ANGLE CUT 70 FIT SNUG INSIDE TUBE ANCHORS DTA(L #1 METAL TO METAL CONNECTION R14 555 SUBSTRATE Ed. - MIN. EDGE D15T. MIN. CL 70 CL SPACING ALUMINUM 5/8° 1/2" ANCHOR CHART Engr. AR5HA0 1n0AR CML FLA. PE 8 38887 CAN. 3838 CT 01 9 PRODUCT RENEWED Bo COMplyInS with Oro V14248 Building Cod* Accoptnnc* 1no Exp A 1,11-Ann induct Control z a a 0 a LL 8 a es ALUMINUM TUBE MULLIONS s 04 droweng no. M04 -04 (sheet $of a )