The URL can be used to link to this page

WS-11-857Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 161228 Permit Number: WS -5 -11 -857 Scheduled Inspection Date: June 30, 2011 Inspector: Bruhn, Norman Owner: CANARY, JAMES Job Address: 9835 NE 4 Avenue Road Miami Shores, FL 33138- Project: <NONE> Contractor: ALL AMERICAN WINDOWS AND DOORS Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060170180 Phone: (954)786 -8525 Building Department Comments NEW WINDOWS INSTALLATION/ REPLACE Passe Cam,« Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 161104. I had a meeting with the supervisor schedule between 10:00 and 10:30 but he was unable to be there. The property owner exposed several opening to show that the bucks were not replaced to extend the entire width of the window. All windows must be removed and a detail from the designer to show correct bucking to code. All windows must be removed and bucks inspected. NB 6 -21 -11 CC June 29, 2011 For Inspections please call: (305)762 -4949 Page 12 of 24 STATE OF FLOR )A, COUNTY Or Dim HEREBY CERTIFY that fir13 fs atfuvony of fivi origirat fris=d in fni5 office on MAY Ls) I uay of um� AD20 d Wide Seal • 1' f • Couniy Courts T A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. fI -3. o i ? —t116-0 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. 111111111111111111111111111111111111111111111 C F N 201 1 8031001.6 OR Bk 27685 Ps 2763f ((1PS,1 RECORDED 05/12/2O11.O9 :19 :37 HARVEY R.UV'IN, CLERK OF COURT MIAMI -DADE COUWT't r FLORIDA LAST F'AGE '78 �pp Space above reserved for use of recording office 1. Legal description of property and street/address: �S' /LOS 4141/6"" i t, s43 /e5 3 5/5 8 2. Description of improvement: NetI Cil/0,170• -v5' / // 3. Owner(s) name and address: gr 5 J N� G/' lqv[� gam /�/19n�J1'S/�?'�'� 33/38 C-14/2& � Ci1 Interest in property: 4}4- Name and address of fee simple titleholder. e/14-65 x%55, /t - 4. Contractor's n arg4 address and p ne n ber ' /1/ <ib , 'i, 1i /AO 5. Surety: (Payment • on • required by owner frqm contractor, if any) Name, address and phone _ number. /� Amount of bond $ ' 6. Lender's name and address: - 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, �� Name, address and phone number. B. 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), Honda Statutes. Name, address and phone number .e///¢" 9. Expiration date of this Notice of Commencement ' O I4yS (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature(s) of Owner(s) or Qw er(s)' Authorize Prepared By CARADS C' Lo Print Name i oS ( l4- Trtle /Office STATE OF FLORIDA COU OF MIAMI - The stru KO, � Fr�pwledged • efore me this Individually, r ❑ as / I L' ❑ Personally known, or c er /Manager Prepared By Print Name Title /Office day of ' C' for produced the following type of identificatio 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. Signature(s •f Own s) o Owne )' Authorized Officer/Director /Partner /Manager who signed above: By By larrigi ammormus !I FL I ttwAyU flJ 123.01 -5 PAGER 3/10 ry FOLIC-STATE Oy rL0R. 4 "' NI Claudia V. Cubl.'.l0s 6\1111 \- 1\11K.i BUILDING 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 `C Permit No. &_) J '" 8.S1 PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING Master Permit No. OWNER: Name (Fee Simple Titleholder): ado S G/'t5 10^ Phone #: 3D S�" "f'501/b 3 C. Address: 95 ( Y 4 . City: lfli,4ry /° S1/7' 5 State: Zip: 33/ 3 g Tenant/Lessee Name: /1/4- Phone #: Email: eGoi Z e </s, e20 /e JOB ADDRESS: .6?' C/1/0 V/4/="; £,, City: Miami Shores Folio/Parcel #: 11-3 "0/7- oFto County: Miami Dade Zip: 35/3g Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: AGL AMM1CAN /WwS AND axes Phone #: (99-h JA5' Address: / 47" City: AMAIN' &ACP State: f . zip: 33069 Qualifier Name: N/C 1404,-/ r,,,,, Phone #: �,7 State Certification or Registration #: CCI55I 150-190 Certificate of Competency #: Contact Phone #: Email Address: &fee eAAcNeSoukce. Com DESIGNER: Architect/Engineer: Phone #: -ea-- Value of Work for this Permit: $ y c — % C.F0Square/Linear Footage of Work: Type of Work: Addition Celteration ❑Ne-w�pair/Replace ❑Demolition Description of Work: ,4/ / ervf; v 8 k/ 5 „d`5 i.,We7ti�/�rAce * F: sksk: k**+ k+ k*4: kik*******s k: k***** *******sk*sk��t ` ��**FFe'es` ******** 0* 00**0** ************ *** * ***0 *0*0 Submittal Fee $ SO 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 $ m _ C Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Owner or Agent The fore oing in ment was day of 20 IV , b who is • ersonally known to me or who has produced f ' entification and who did take an oath. NOT RY UBLIC: IIk 1111_ _ Sign: Print: My Commission Expires: APPROVED BY em . 6"�J -c)1 crt :b s ;L`' •• Signature Contractor The foregoing instrument was acknowledged before me this 3 day of .. , 20 '1 , by Sl`4MC LOW who i r ersonall kno to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: ca�/ Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: bet bhAJ&kre My Commission Expires: Zoning Clerk 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 EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LIC CARD B. COPY OF LOCAL BUSINESS TAX RECEIPT C. V COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. 1/ 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 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: ,LI /CAN 1--Dekz5 m/e/ BUSINESS ADDRESS: /5 3 41 $'W / 3 c /- CITY ?Q f , ./l)) 750,14 STATE Fl ZIP CODE ;3461 BUSINESS PHONE: ('j S4 ) 7t-( X55 FAX NUMBER ( q51f) T5.524( CELL PHONE (qcct 2 ) G37 q 'f5 QUALIFIER'S NAME: )O //2 //) /(, 1-16/412/ QUALIFIER'S LIC NUMBER: iipk" 10 C%0 - G X f E -MAIL ADDRESS (IF APPLICABLE): ?h, . I1/4-12d# tL g ``� 04 t 41- r . O714.. Created on 3119109 BY MLDV 1 RV 3126109 MLDV CCARp° OP ID: TG CERTIFICATE OF LIABILITY INSURANCE DATE(Md1JpOryyYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS•NO RIGHTS UPON THE CERTIFICATE HOLDER. ITHIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE, AFFORDED BY THE POUCIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the pollcy(tes) 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 INNOVATIVE INSURANCE CONSULTANTS, INC. 5461 UNIVERSTIY DRIVE, 0103 BRI NLJ. PM AMOS' FL 33087 cgs; INSURED • 954-340-9551 954340_9459 ALL AMERICAN WINDOW & DOORS DOORS, INC. 1534 S.W. 13TH COURT POMPANO BEACH, FL 33069 CONTACT PHONE AIC. NNo. MAU PRODUC ID 4': ALLAM -6 COVERAGES CERTIFICATE NUMBER: INSURER(S) AFFORDING COVERAGE INoO: INSURER A: BRIDGEFIELD EMPLOYERS INS CO SURER NAIC S 10701 INSURER C: INSURER 0: INSURER E :- INSURER F : REVISION THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE BFOR 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 POUCIES. UMITS SHOWN MAY HAVE BEEN REDUCED' BY PAID CLAIMS. L R TYPE t INSURANCE 'ADDI. SUMR R POLICY NUMBER POLICY EFF POLICY I=XP TRAP! .[L1',! WWI LIMITS GENERAL LIABILITY COMMERCIAL GENERAL UABILIT'Y CLAIMS -MADE —7 OCCUR GENLAGGREGATE Lain - APPLIES PER 7 POLICY —7 JJSCCT IT LOC AUTOMOBILE UABIUTY A ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS UMBRELLA LIAO EXCESS UAB EACH OCCURRENCE DAMAGE O RENTED PREMISES (Ea occurrence) $ $ MED EXP(Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ COMBINED SINGLE LIMIT (Ea acofdenl) $ $ BODILY INJURY (Per person) $ OILY INJURY -(Per acctdenl) -5 PROPERTY DAMAGE (Par accident) $ $ DEDUCTIBLE RETENTION $ OCCUR CLAIMS -MADE WORKERS COMPENSATION AND EMPLOYERS' UAMIJTY OF IM FFICEWEMMSER EXCL EGUIIVE YIN NIA ds:aoy l DESCRIPTION OF OPERATIONS below EACH OCCURRENCE $ AGGREGATE $ $ 0830- 39237 05119/10 05/19/11 X I TORY LIMTURS EL EACH ACCIDENT X OTH- ER $ EL DISEASE - EA EMPLOYEE DESCRIPTION OF OPERATIONS 1 LOCATIONS t VEIECLES (Attach ACORD 101, Additional Remarks Schedule, H more apace Is required) CERTIFICATE HOLDER EL DISEASE - POLICY OMIT $ 1,000,000 $ 1,000,000 $ 1,000,000 MIAMI -6 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 10050 NE 2 AVENUE MIAMI SHORES, FL 33138 CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DEUVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ACORD 25 (2009109) CI 1988 -2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORi7® CERTIFICATE OF LIABILITY INSURANCE DATE (MM/DDIYYYY) 5/4/2011 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 Park Park & Associates Inc. 5255 North Federal Highway 2nd Floor Boca Raton FL 33487 -4907 CONTACT Anna Fookes NAME: 4aCO "No �I: (561) 994 -0880 FAX (561) 994 -1740 ADDRREss :afookes @parkassociates.com PRODUCER 00015296 INSURER(S)AFFORDINGCOVERAGE NAIC0 INSURED All American Windows and Doors, Inc. 1534 SW 13th Court Pompano Beach FL 33069 INSURER A�ld Dominion Insurance Company 40231 INSURER B : MSG99695 INSURERC: 9/15/2011 INSURER D: $ 2,000,000 INSURER E : $ 50,000 INSURERF: CLAIMS -MADE COVERAGES CERTIFICATE NUMBER:10 /11 Liabili 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 LTR TYPE OF INSURANCE ADDL INSR SUBR WVD POLICY NUMBER POLICY EFF (MMIDD/YYYY) POLICY EXP (MMIDDIYYYY) LIMITS A GENERAL X LIABILITY COMMERCIAL GENERAL LIABILITY X OCCUR MSG99695 9/15/2010 9/15/2011 EACH OCCURRENCE $ 2,000,000 PREMISES SES (Ea occurrence) $ 50,000 CLAIMS -MADE MED EXP (Any one person) $ 5,000 PERSONAL &ADVINJURY - $ 2,000,000 GEN'L 7 GENERAL AGGREGATE $ 2,000,000 AGGREGATE LIMIT APPLIES � POLICY I FEC7 PER: LOC PRODUCTS - COMP /OP AGG $ 2,000,000 $ A AUTOMOBILE X X X UABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS 31G99695 9/15/2010 9/15/2011 COMBINED SINGLE UMIT (Ea accident) $ BODILY INJURY (Per person) $ 1, 000 , 000 BODILY INJURY (Per accident) $ PROPERTY (Per accident) DAMAGE $ Hired/borrowed $ 1,000,000 PIP -Basic $ 10,000 A X UMBRELLA LAB EXCESS LIAR X OCCUR CLAIMS -MADE CUG99695 9/15/2010 9/15/2011 EACH OCCURRENCE $ 1,000,000 AGGREGATE $ 1,000,000 DEDUCTIBLE RETENTION $ $ $ WORKERS COMPENSATION AND EMPLOYERS' UABIUTY Y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory In NH) If YYes describe under DESG�RIPTION OF OPERATIONS below N / A WC STATU- OTH- TORY LIMITS ER E.L EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, If more apace la required) Per Policy Terms and Conditions. N Miami Shores Village Building Dept. 10050 NE 2nd 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. AUTHORI2EDREPRESENTATIVE Anna Fookes /AF „— ACORD 25 (2009/09) INS025 (200909) © 1988-2009 ACORD CORPORATION. All rights resery ed. The ACORD name and logo are registered marks of ACORD $7,900.00 1 ALL if2 2� 3 r°° 7 1534 SW 13`1 Court Pompano Beach, FL 33069 Phone # Fax # 954- 786 -8525 954- 786 -8554 !!iiii!_.. DDDDD Contract DATE Contract NO. 3/31/11 Customer Name: Carlos Castillo • 1 -year Guarantee on installation—beginning from the date of completion ( / / ). 50.38 • Customer agrees to pay % of contract price upon signing contract. 39.62 • % due before installation begins, when materials are delivered to job site. • 10 % (Final) is due on the final day of installation — customers may hold up to $500 until inspection is complete and snap bead is installed. (Please note: inspections may take up to 2 weeks depending on the city.) $6,212.00 $1,568.00 To 16. at All American Windows & Doors, Inc. is not responsible for manufacturer lead time or delivery dates. • Any defect in the product that is installed is fully warranted by the manufacturer and will be serviced by either party. (Payment may not be withheld because of this.) • Homeowners are responsible for the removal of blinds. curtains, alarm contacts and furniture on each window and door opening. if All American Windows & Doors, Inc. is requested to perform any of these tasks, we are NOT responsible for any damages incurred while providing this service to the customer. • installation of windows and/or doors includes removal of old windows from job site, installation of the new product, caulking interior and exterior, light spackling and stucco if necessary (Painting not included). • Window sills and floor tiles may be cracked or damaged during the removal of existing windows and/or doors, even when using extreme caution. In the event that this occurs, All American Windows & Doors, Inc. will provide installation if requested, however additional charges will apply. All American Windows & Doors, Inc. is not responsible for cracked or damaged sills or tiles. • Any additional work due to unforeseen circumstances will be charged on a separate work order and signed before work is completed. • French Doors are offered with a factory- brand, Satin Chrome handle/deadbolt— homeowners may supply their own handles at the time of installation if they want them installed at no charge. (CHECK ONE) x I want to purchase my own handles. I want the handles from the factory. • HOMEOWNERS 4RE RESPONSIBLE FOR 011'CA[NING BUILDMNG /ASSOCIATION APPROVAL FOR THE PRODUCT BEING PURCHASED. ALL AMERICAN WILL NOT BE HELD LIABLE FOR PRODUCT THAT DOES NOT MEET THE BUILDING /ASSOCIATION REOUIREMENTS. 1 hereby have read and reviewed this document and have reviewed all products to be ordered with the sales representative. I fully understand what openings, frame and glass color I an ordering and authorize All American Windows & Doors, Inc. to place such order. Signature: " ' Date: c.i� li/zo.// Printed Namt: (2 °d Page) L'd ZZ£Z6Li 90£ l Y 6O ZZCZ6Ltr90£ e l.£ :80 6 6 2 6 add '` - Address: 9835 NE 4 Ave Rd PRODUCT APPROVAL REVIEW FORM Contractor: All American Windows and Doors Lot: 1 & 2 Block: 87 IL, ® -j Opet ing Location '-'-1 Size NOA Number NOA Design Pressure Rating Opening Required Pressure Rating Eg ess Requirement Shutter Requi ement Width Height ( +) psf ( -) psf ( +) psf ( -) psf Yes No Yes No -• 1one r'd 4 74 12 08- 0417.06 70 -80 46.5 -50.4 No No 1 b Zone 4 74 63 09- 1008.06 80 -90 42.9 -46.9 Yes No 2 Zone 4 53 1/8 43 1/2 09- 1008.06 70 -90 45 -48.9 Yes No 3 Zone 4 93 38 3/8 09- 1008.06 70 -90 43.8 -47.7 Yes No 4 Zone 5 93 38 3/8 09- 1008.06 70 -90 43.8 -56.8 Yes No 5 Zone 4 74 26 09- 1008.06 70 -90 45.6 -49.5 No No 6 Zone 5 33 3/4 80 09- 1217.03 70 -80 44.5 -58.4 No No 7 Zone 5 18 1/2 37 3/4 09- 1008.05 80 -90 46.5 -62.2 No No 8 Zone 4 53 1/8 50 5/8 09- 1008.06 70 -90 44.6 -48.5 Yes No 9 Zone 4 18 1/4 37 3/4 09- 1008.05 80 -90 46.5 -50.4 No No 10 Zone 5 37 63 09- 1008.05 80 -90 45 -59.3 Yes No 11 Zone 5 54 3/4 63 09- 1008.06 80 -90 43.8 -56.9 Yes No 12 Zone 4 37 3/4 50 3/4 09- 1008.06 70 -86.6 45.6 -49.5 No No 13 Zone 4 74 3/4 82 09- 1217.03 70 -80 42.1 -46 Yes No 14 Zone 5 71 50 3/4 09- 1008.06 80 -90 43.7 -56.6 Yes No 15 Zone 4 26 50 3/4 09- 1008.06 70 -90 46.5 -50.4 No No 16 Zone 5 54 3/4 63 09- 1008.06 80 -90 43.8 -56.9 Yes No 17 Zone 4 36 3/4 63 09- 1008.06 70 -90 45 -48.9 No No 18 Zone 4 37 38 3/8 09- 1008.06 70 -90 46.5 -50.4 No No 19 Zone 4 54 3/4 63 09- 1008.06 80 -90 43.8 -47.7 Yes No 20 Zone 5 54 3/4 63 09- 1008.06 80 -90 43.8 -56.9 Yes No SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS BLDG DEPT ZONING DEPT APPROVED Miami Shores Village m DATE All American Windows and Doors ESS #15 #16 1 -(54 3/4 x 63) HR Bedroom 2 #17 1 -(36 3/4 x 63) HR #18 1 -(37 x 38 3/8) HR #19 Ev 1 1 -(54 3/4 x 63) HR Bedroom 1 #14 1 ,eas 1 -(71 x 50 3/4) HR 1 -(26 x 50 3/4) HR cgR SS #13 1 -(74 3/4 x 82) FD Sun Room El KESS #11 r! #12 1 -(37 3/4 x 50 3/4) HR Living Room 1 -(74 x 12) PW eG+ea3 1 -(74 x 63) HR 1 -(54 3/4 x 63) HR #20i<essS Carlos Castello 9835 NE 4 Ave Rd Miami Shores, FL 33138 1 -(1 x 4) MULL #1 r 1 -(54 3/4 x 63) HR 1 -(37 x 63) SH no F66i S Bedroom 3 1- (181/4 x 37 3/4) SH #9 1 -(53 1/8 x 50 5/8) HR #8 E- CG+eESS #7 Kitchen 1 -(53 1/8 x 43 1/2) HR S#2 FG1ee35 Den 1 -(18 1/2 x 37 3/4) SH 1 -(33 3/4 x 80) FD 1 -(74 x 26) HR 1 -(93 x 38 3/8) HR 1 -(93 x 38 3/8) HR 7 #3 E& tS 5 M ,EX Wind Pressure Calculator Page .1 of 1 R 1% ENGINEERING EXPRf -SS' 160 SW 12N Ave #106, Deerfield Beach, FL 33442 PHONE: (954) 354 -0660 FAX:(954) 354 -044 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354 -0660 FAX:(954) 354 -0443 ASCE 7 -05 Com • onent & Claddin• Pressure Calculator - 01 ; Hover HELP: 0 Date: May 6, 2011 Job #::11 -AAW -0055 Contractor: AAWD Project Info: 9835 NE 4 AVE RD MIAMI SHORES, FL -Save File (Clear Form) ENTER e Building Mean Roof Height 15.0 ft Double Click or Drag: 146 MPH Presets Bldg. Category: e l II f` Exposure: e c Enter Minimum Bldg Dimension:; 55.0 ft Peak Wind Velocity (3 Sec. Gust): e US Contour Map: FL Contour Map: tit rani Bldg. Classification: Enclosed Zone Width (a): 5.50 ft. Roof Type: e Directionality Factor Kd: 0 Q 0.85 Roof Slope: a 1.00 18.4 Deg (4.0:12) Pitch Description qh = 39.37 psf Kh = 0.85 Kat = 1.00 I = 1.00 Gcpi ( + / -) = 0.18 Entry Mode• ED Multiple Opening Q Single Opening Width e Height Area Zone° Neg PressurePos Pressure 74 in r 12 in 74 in !.2 3 !4 15 53 in 63 in 44 in 10.0 sq.ft. 32.4 sq.ft. 16.2 sq.ft. 93 in 38 in 93 in 38 in 24.5 sq.ft. 24.5 sq.ft. 74 in 26 in t6 i8 9 34 in 80 in 19 in 13.4 sq.ft. 18.9 sq.ft. 38 in 10.0 sq.ft. 53 in 51 in 18.8 sq.ft. 18 in 38 in 10.0 sq.ft. 4 4 4 -50.4 psf 46.5 psf -46.9 psf -48.9 psf -47.7 psf 1 -56.8 psf -49.5 psf -58.4 psf -62.2 psf -48.5 psf 42.9 psf 45.0 psf 43.8 psf 43.8 psf 45.6 psf 44.5 psf 46.5 psf 44.6 psf -50.4 psf 46.5 psf c_Enter Notes Here> Valid Only with Raised Engineer Seal NOTES: Design is in accordance with ASCE 7 -05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor - supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 Page 1 of 3 e www.engexp.com Copyright 2010 EXP ESS INO • http://www.engexp.comkalculators/asce705_cc.cfin 9:57 AM v2.1 04/28/10 5/6/2011 C -) -) EX Wind Pressure Calculator 0 Page 1 of 1 ENGINEERING E.. RRES 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354 -0660 FAX:(954) 354 -0443 ASCE 7 -05 Component & Cladding Pressure Calculator Job #:111 -AAW -0055 - 101 I Hover HELP: Date: May 6, 2011 Contractor: IAAWD Project Info: 9835 NE 4 AVE ROAD MIAMI SHORES, FL File, (Clear Form) ENTER Building Mean Roof Height 115.0 ft Double Click or Drag: Enter Minimum Bldg Dimension:1, 55.0 ft 146 MPH j Peak Wind Velocity (3 Sec. Gust): e Presets Bldg. Category: a Bldg. Classification: 1 II Exposure: c [4 Roof Type: ( Gable Zone Width (a): 5.50 ft. Directionality Factor Kd: Q 0.85 Q 1.00 Roof Slope: a 18.4 Deg" (4.0:12) Pitch Description 120 Width e Height 55 in 63 in Area 24.1 sq.ft. 11 ,1 rrr'ri rr- US Contour Map: 8 FL Contour Map: Q qh = 39.37 psf Kh = 0.85 Kzt = 1.00 I = 1.00 Gcpi ( + / -) = 0.18 Entry Mode: 3 Multiple Opening Q Single Opening Zone@ Neg Pressures Pos Pressure -56.9 psf 43.8 psf H <Enter Notes Here> Valid Only with Raised En • infer Spa NOTES: Design is in accordance with ASCE 7 -05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signature and raised engineer seal of a PE from Engineering Express. Results are based on contractor - supplied data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. ay , Frank L. Bennardo, P.E. PE0046549 Cert Auth 9885 Page 3 of 3 www.engexp.com Copyright 2010 http://www.engexp.com/calculators/asce705_cc.cfm ENGINEERING 'IT. EXPRESS - 10:17 AM v2.1 04/28/10 5/6/2011 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Qnaybridge Ct. 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 building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi : h Velocity Hurricane Zone. 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.Rov/buildingcode DESCRIPTION. ummum Horizontal Sliding Window- L.ML) APPROVAL DOCUMENT: Drawing No. W03 -75, titled "Series - 2000/2050 Alum. Horiz. Sliding Wdw. (L.M.I) ", sheets 1 through 9 of 9, prepared by Al Farooq Corporation, dated 08/27 /03 with revision "E" on 06/25/09, signed and sealed by Arshad Vigar, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there r , a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of `- an endorsement of any product, for sales, advertising or any other purposes shall automaticall y -; .. a A. Failure to comply with any section of this NOA shall be cause for termination and r ADVERTISEMENT: The NOA number preceded by the words followed by the expiration date may be displayed in advertising li displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the • y� distributors and shall be available for inspection at the job site at the request o This NOA revises NOA # 08- 0527.13 and consists of this page 1 and evidence pages E -1. '' E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 1008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -75, titled "Series - 2000/2050 Alum. Horiz. Sliding Wdw. (L.M.I)" Sheets 1 through 9 of 9, prepared by A1- Farooq Corporation, dated 08/27 /03 with revision "E" , dated 06/25 /09, 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 marked -up drawings and installation diagram of a series 210 horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5811, dated 02/16 /09, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3). Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with narked -up drawings and installation diagram of series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5475, dated 12/20/07, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #08- 0527.13) 3. 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 series 2000 aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5338, dated 01/17/08, signed and sealed by Carlos S. Rionda, P. E. (Submitted under previous NOA #07- 0928.13) 4. 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, 201 -94 Manuel Perez, Product Control t NOA No. 09- 1008.1 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 E -1 ES Windows LLC NOTIC E OF ,ACCEPTANCE; EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3809, dated 06/16/03, signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Unifonn 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 24113.2.1 and TAS 202 ..94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -3804, dated 05/15/03, revised & reissued by Fenestration Testing Laboratory dated 08/10/06, all signed and sealed by Joseph Chan, P. E. (Submitted under previous NOA #03- 0910.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 07/30 /09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 5, 2009 signed and sealed by Arshad Viqar, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0527.13, issued to ES Windows LLC for their Series 2000 Aluminum Horizontal Sliding Window — L.M.I., approved on 07/ 1 08 and expiring on 11/06/13. E -2 Manuel P: P.E. Product Contro + er NOA No. 0 ' - 008.06 Expiration Date: November 06, 2013 Approval Date: December 23, 2009 1/8" ANN. CUSS .090" INTERLAYER * DUPONT SENTRYGLAS PLUS' 1/8" ANN. GLASS SILICONE Dow CORNING 795 - - -1/8" HEAT STREW°. GLASS .090" INTERtAYER 'DUPONT SENTRA:LAS PLUS' 1/8" HEAT STREAM. GLASS SILICONE DOW CORNING 795 111" WINNOW WIDTH 6" MAX. HEAD /SILL CORNERS HEAD /SILL FALSE MUNTINS (MA SURF USEA PPUEO) Y BE GLASS TYPE 'A' GLASS TYPE 'Al' 1/8" ANN. GLASS .090" INTERLAYER 'DUPONT BUTACRE PYB' 1/8" ANN. GLASS 1/8" HEAT SRENI. GLASS .090" INIERLAYER "DUPONT BUTACITE MS' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 795 SIMONE DOW CORNING 795 GLASS TYPE 'B' 3/16" ANN. GLASS .090" ENTERLAYER ' DUPONT SENTRYOLAS PLUS 3/18' MN. GLASS SILICONE DOW CO IONO 795 GLASS TYPE 'C' GLASS TYPE '01' 33 1/2" D.L. OPG. 37 5/8" VENT WIDTH THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. GLASS TYPE '0' GLASS TYPE '2' 33 3/8" O.L. OPG. 33 1/2" OL OPG. 37 5/8" VENT WIDTH TYPICAL ELEVATION SERES 2000 SERIES- 000 /2050 ALUM IRORIZ. SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R. /H.R. OR H.R. WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND 1GSICU TO COMPLY WITH THE REQUIREMENTS Of THE FLORIDA BUILDING CODE 2007 EINTION INCLUDING HIGH VELOCITY HURRICANE ZONE DMZ). W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAI.S, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO HOOD ONLY. MATERIALS INCLUDING BUT NOT LIMIIE0 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. EINt: QVi 8R8DUCT 10081910 P16. 18 38863 Abatppb..r with the INNSE• CA.N. 3538 Winos Cn4 tAa Date LAMINATED GLASS LARGE MISSILE IMPACT SEP 14 an si v 4 4 4 P4 n T)�AE 0 0 0 .+ •---. ---t 1 *Wowing no. W03 -75 (sheet 1 of 9 ) DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) SERIES 2000/2050 DINDOW DIMS. A STD. MTG. RAIL N.D. MTG. RAIL GLASS 'FY18 'A' CLASS TYPE '8' CLASS TYPE 'A1' GLASS TYPE "B1• GLASS TYPE 'C• MASS TYPE 'D' GLASS TYPE 'AI' GLASS TYPE '81' GISTS TYPE 'D' GLASS TYPE 'E' 9007H HEIGHT EXT.( +) 5ff•( -) EXT.( +) on.( -) Emir) INT.( -) Exr.( +) on.(-) 28 -1/2' 37' 53 -1/8' 74" 28' (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 26 -1/2" 37" 53 -I/8" 74" 38 -3/8° (3) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70A 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 28 -1/2" 37" 53 -1/6" 74" 50 -5/8" (4) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70A 70.0 800 90.0 70.0 70.0 80.0 80.0 80.0 060.0 90 60.0 7 - - 28 -1/2" 37" 53 -1/8" 74" (5) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 58.9 97.3 70 90.0 70.0 80.0 80.0 90.0 5 42.6 48.7 70.0 88.8 70.0 80.0 90.0 90.0 7 - - - - - - ("80A 90.0 24" 38" 48° 80" 72' 24• (2) 3 70.0 80.0 70.0 90.0 70.0 80.0 60.0 80.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 6 70.0 80.0 70.0 90.0 70.0 90.0 80.0 90.0 6 70.0 80.0 70.0 80.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 38" 48" Cr 72" 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 80.0 6 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 24" 36" 48" 88" 72" () 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 5 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 • 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 34" 38" 46" 80" 72" (6) 3 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 4 70.0 80.0 70.0 80.0 70.0 80.0 80.0 80.0 5 54.2 61.9 70.0 90.0 70.0 80.0 80.0 961.0 8 45.1 51.5 70.0 87.3 70.0 60.0 80.0 90.0 7 - - 70.0 78.7 70.0 78.7 80.0 90.0 A ■ NO. OF ANCHORS PER HEAD & SRL ( ) = NO. OF ANCHORS PER JAMB STO. SILL WSHOUT RISER LSO ERL( +) LOADS TO 53.3 PSF l MIT £ZL(+ LOS TO 70.0 PSF 16-RISE 91L1. MOOT RISER 4 19 -RISE SILL 6810 RISER LIMIT EXT.( +) LEWIS 10 67.5 PSF LOOT EXT.( +) LOADS TO 80.0 PSF ND MTG. EARL S -2000 8TD. 111'0. RAIL 5 -2050 N.D. MTG. RAIL, S -2000 N.D. MTG. RAIL. S -2050 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT WAGS-DEC-219 IAiE Jts63 SEP 1 4 2009 1 a C fl� 9 v a r 2 GP is 4 8, 8 a m 8 8 drawing r10. W03 -75 (sheet 2 0l 9 ) DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DINS. A 5713. MTG. RAIL B.D. BTO. RAIL GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'A1' GLASS TYPE 'B1' GUMS TYPE 'C' GLOSS TYPE IF CLASS TYPE 'AI' GLASS TYPE 111' GLASS TYPE 'D' GLASS TYPE 'E' WmTN wog EXT.(*) ANT.( -) EXT.( *) INT.( -) EXT.( +) ANT.(-) EXT.( +) Kg-) 74" 108 -1/4" 111` �3) 7 70.0 80.0 (0.0 90.00 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 106 -1/4" 111" ��3�° 7 70.0 80.0 70.0 -B0. 70.0 80.0 80.0 90.0 10 70.0 80.0 (70.0 90.b 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 108 -1/4" I11° 50-5/8 (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0. 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 74" 108 -1/4° fir 83 (8) 7 45.4 51.9 70.0 90.0 70.0 80.0 80.0 90.0 10 - - - - - - 80.0 90.0 10 - - - - - - 80.0 80.0 72" 84- 98' 109' 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 84" 98' 108' 38" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72" 84' 98' 108" 49" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 90.0 80.0 90.0 9 70.0 80.0 70.0 90,0 70.0 80.0 80.0 90.0 10 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 84' 98' 108' 80" 7 54.2 81.9 70.0 90.0 70.0 80.0 80.0 90.0 8 47.8 54.4 70.0 90.0 70.0 80.0 80.0 90.0 (5) 9 - - 70.0 819 70.0 80.0 80.0 90.0 10 - - 70.1 78.7 70.0 78.7 80.0 90.0 A e NO. OF ANCHORS PER HEAD & SILI. ( ) 140. OF ANCHORS PER JAMB STD. SILL WITHOUT RISER (I /A4) 4 (1/.4 t (I /310) 4= OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH STD. SILL PATH RISER LI M EXT.( +) LOADS TO 83.3 PSF LIMIT EXT.( +) LOADS 10 70.0 PSF HIT. 73T11. 1130. 9 -2000 875. 1110. 9111 8-2100 11.0. 73711. HAd 8-2000 18 -309E SILL WITHOUT RISER 0.0_ 8711. 547. 5-2030 DESIGN LOAD CAPACITY - PSF (XOX SIZES) SERIES 2000/2050 WINDOW DINS. A STD. MTG. RAIL B.D. MTG. RAIL GLASS TYPE 'A' GLASS TYPE 'B' CLASS TYPE 'Al' GLASS TYPE '8l' SILOS TYPE 'C' MASS TYPE IF CLASS TYPE 'AC GLASS TYPE 'BI' GLASS TYPE 'D' MASS TYPE 'E' WIDTH HEIGHT EXT.(4) ANT.( -) EXT.(4) INT.( -) EXT.( +) INT.( -) EXT.( +) ANT.( -) 74" 108 -1/4" 111" 28- (3) 7 70.0 80.0 70.0 70.0 90.0 70.0 80.0 80.0 90.0 10 70.0 80.0 90.0 70.0 80.0 80.0 80.0 10 - - - - - - 80.0 90.0 74" 108 -1/4" 131' 38 -3/8" (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 - 80.0 80.0 90.0 10 - - - - 90.0 90.0 74' 80-5/8' 7 - 70.0 90.0 70.0 80.0 80.0 90.0 74" CO 7 - - - - - 80.0 90.0 72" 84" 98' 108" 24" (2) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 30 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 72' 84" 98' 108" 38' (3) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 9 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 10 - - 70.0 90.0 70.0 80.0 80.0 90.0 72" 84" 98" (4) 7 70.0 80.0 70.0 90.0 70.0 80.0 80.0 90.0 8 - - 70.0 90.0 70.0 80.0 80.0 90.0 9 - - - - - - 80.0 90.0 72- 80" (5) 7 - - 70.0 90.0 70.0 80.0 80.0 90.0 38 -121SE au. WITH RISER UNIT EXT.( +) 1.040S TO 88.7 PSF 11317 EXT.( +) LOADS TO 80.0 PSF A e N0. OF ANCHORS PER HEAD & 8111- ( ) m NO. OF ANCHORS PER JAMB 1 (3/410) 4 (3/48) 4= OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 • a ,AO DWI CNN. NA PE 1_38853 CAN., X838 SEP 1.42009 V to S 0 1-i 0 a 4 droning no. W03 -75 (shoot 3 o(9 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING TOY WOOD BUCK 4' a" e a4 TYPICAL ANCHORS SEE ELEV. FOR SPACING MIMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS; SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (RmI77 KSI. Fyol5S K51) 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 CON . OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .0901 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KS1 MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T9 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f • e = 3000 PSI MW. C -90 HOLLOW /FILLED BLOCK I'm - 2000 PSI MIN. SEALANTS: FRAME AND VENT CORNERS AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE /ALUMINUM COLORED SILICONE. WEEPHOLES: WI = 1- 13/16" X 1/4" WEEPHOLES AT 3" FROM EACH END WITH PLASTIC BAFFLE W2 = 1/4" WEEPHOLE AT TOP & BOTTOM RAIL 1" FROM EACH END gi Fi a WI TYPICAL ANCHORS SEE ELEV. FOR SPACING SERIES -2000 SERIES -2050 EApr: ARSHAO vnN1 CARL CA.N. NN SEP 142009 V' 1 5 z R n n I 2 Qd la 2 0 c R B 13 B yo Growing no. W03 -75 whet 4 of 9 ) TYPICAL ANCHORS SEE DIVS. FOR SPACING ALT. ITEM PANT 01 QUANTITY DESCRIPTION MATERIAL MANF. /SUPPUBR /REMARBS 1 651003 1 FRAME HEAD 6083 -16 - 2 E52O01 1 STD. FRAME SILL 6063 -16 - 2A ES2012 1 RI -RISE FRAME SILL 6083 -T6 - 3 ES2003 I FRAME JANE 6083 -76 - 5 ES1005 1/ VENT FIXED RAIL (S -2000) 6063 -T6 - -- 58 ES1051 I/ VENT FIXED RAIL (5 -2050) 6083 -16 - 8 6A 631004 1/ VENT 510. VENT MEETING RAIL (5 -2000) 6083 -18 - ES2004 1/ VENT HS. VENT MEETING RAIL (5 -2000) 6083 -16 - 68 ESIOS2 1/ VENT STD. VENT MEETING RAIL (5-2050) 6083 -76 - 6C ES1053 1/ VENT H.D. VENT MEEn1G RAG. (5- 2050) 6083 -T6 - 7 651007 2/ VENT TOP AND BOTTOM RAIL 6063 -75 - 8 651008 1/ VENT JAMB STU 6063 -T5 - 9 652008 AS REOD. COAXING BEAD 8063 -T5 - 10 652002 1 SILL TRACK INSERT 6063-15 - 11 652011 AS RECD. STD. 55.L RISER 6063 -T5 - 12 ESI009 2/ VENT SPRING LOADED VENT LATCH 6083 -16 AT 8' FROM ENDS 12A SL203 2/ VENT SWEEP LATQ4 ZAMAK AT 11' FROM ENDS. BY INTERLOCK 128 06 X 1' 2/ LATCH LATCH E4STAUATION SCREWS - FR SMS 13 681012 1/ LATCH VENT LATCH TONG ST. STEEL - 14 C111251N AS REOD. FOAM FNAED FABRIC W STRIPPING - SCHLEGEL 14A 823221N0 AS RECD. FIN SEAL PILE WSTRIPPING - U.TRAFAB 15 06 X 1" AS RECD. FRAME/VENT ASSEM&.? SCREWS CRS P.H. SMS 16 08 X 3' 2/ VENT *11. RAIL SELL SCREWS (SID. SILL ENO) CRS P.N. S1LS 16A 110 X 4" 2/ VENT FIX. RAN. SILL SCREWS (1D -RISE SILL END) CRS P.H. SMS 17 52321NG AS RE00. VENT & FIX. RAIL WSTRIPPWG - LILTLAFAB 16 523291NG AS REOD. FRAME JAMB WSTRPPING - ULTRAFAB 19 WAHL -100 2 BAFFLE - M & M PLASTICS 20 06 X 1/2' 2/ BAFFLE BAFFLE SCREW - F.H. SAS 21 651010 AS RE00. GLAZING GASKET SOFT PVC - 22 652007 4/ VENT ROLLER HOUSING & GUIDE PLASTIC - 23 652008 2/ VENT ROLLER BRASS /ST. ST. - 24 652005 2/ VENT ROLLER PIN ST. STEEL - 25 - 1/ WEEP OPEN CELL FOAM PAD - 1' X 3/4" X 1' LONG 26 - 1/ VENT 5 /16' BOX SCREEN - OPTIONN. 27 651505 - FLUSH FRAME ADAPTER 6083 -75 OPTIONAL (QWV z a 0 m 0 51 0 k 8 droving no. W03 -75 (sheet 5 of 9 a s 1) F k i H/4 MAX. VENT WIDTH Ip° MAX. SLAMS HEAVY DUTY o eIBY WOOD BUCK METAL STRUCTURE TYPICAL ANCHORS P. "SEE ELEV. . FOR SPACNO TYPICAL ANCHORS SEE ELEV. FOR SPACP G XO LAYOUT OX OPPOSITE SERIES -2050 VENTS WITH SWEEP LATCHES Eegr "We " l pE 0 V JI! 0 SEP 14 2009 1VflQ9T1C1' IiBVL8Y.i1 rswea*L srabsscosif I qr,.% Ewe VI•71:70 Y k 4 drawing no. W037-07f59. -75 (sheet 7 of 9 ) •, .857 '°j .837 -- 2.083 .082 2083 .082 r ni�u ) 0 IA 2.188 81113 I�.(' I p--- -2.330 r1.242- -j .082 1 I 1.344 1 1 J� �2 M -.147 .715 }-- • O7 VENT I r i 1.434 $13 Z X Q i 1 a4 O �C{ F fg g g t VY @ 1 {�1 , I ii 4 p 1 0 v r .8� 1.130 r II 1.130 ® GLAZING BEAD STD. MEETING STD. MEETING 1.250 RAIL .930 J TOP /BOTTOM RAIL 1.250 RAIL 1.421 1.400 --.. HEAD �� 949 ( •780 © 50 O .930 FRAME 1.122 2.063 .078 .082 .082 1.149 .489 ® -•f 2� •$� � � 1.630 .813 2.996 AN - 1.250 awe STS .813 - 12 VENT LATCH t - 1.250 I.as9 sets- 20D0/2050 alum mom sum wuw. (LNJ.) ES. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL 33166 TEL. (305) 624 -7775 FAX. (305) 624 -7777 .082 TT. .983 � L ' 2.375 .500 .770 2.180 8 H.D. MEETING RAIL ® SERIES -2000 H.O. MEETING RAIL ® SERIES -2050 .sue 2.130 L Jl M 2.113 1.675 2.181 .994 .. 27 FLUSH FRAME ADAPTER 2.392 - _,-.� .082 2.555 �.. I,�)JJJJJktr; 2.330 I -{' 1.212 1.678 O STD. FRAME SILL 1.212 + .992 •--, 9 -r 282 ® .062 1.280 FIXED SERES RAIL -2000 ® .082 1.250 FIXED RAIL SERIES- 2050 .992 ~ j 1-1.118 IYP. 1+.989 O3 FRAME JAMB .813 : igl 1!! If 3.437 078 883 079 2.816 .9� .450 2.500 Z /" .500 g $ T.{ g $ l 1 I--2.330 ® HI -RISE FRAME SILL t t SILL RISER < a u c u 5-- ...- F ,�... . ,-..--2 -1 ,� r te Eoy:,AtlS1fllO CVII cAR. . SEP 14 2009 raon cr ,; k. 8.06 ,F/wl gam%, 8y, ..._.; , ,. - . , .312 1---- ,.998 8 SILL TRACK .543 { %- .250 VINYL t W03 -75 0 BULB (sheet a of 9) 1 0 k 1 1 1 1 i 1 1 I 1 k a a I BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. 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 building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi h Velocity Hurricane Zone. DESCRIPTION: ' ,s 1000 /1050 Aluminum Single Hung Window- L.M.) APPROVAL DOCUMENT: Drawing No. W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I)", sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 07/31/03 with revision "G" dated 07/15/09, signed and sealed by Arshad Viqar, 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 # 08- 0527.12 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.20V/buildin2code NOA No. 09- 1008.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03 -56, titled "Series- 1000 /1050 Alum. Single Hung Wdw. (L.M.I)" Sheets 1 through 8 of 8, prepared by Al- Farooq Corporation, dated 07/31/03 with revision "G" , dated 07/15/09, signed and sealed by Arshad Viqar, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a series 1050 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5815, dated 02/13/09, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation,diagram of series 1000 aluminum single hung window, prepared by Fenestration Testing Laboratory, Test Report No. FTL -5337, dated 01/25/08, signed and sealed by Michael Wenzel, P. E. (Submitted under previous NOA #07-0928.14) 3. Test reports on: 1) Large Missile Impact Test, per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1953, dated 04 /25/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) 4. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -05 -1448, dated 04/22/05, signed and sealed by Ivonne Ghia, P.E. (Submitted under previous NOA #05- 0720.01) E -1 Manu Perez, Product Control Exa er NOA No. 09- 1008.05 piration Date: November 06, 2013 Approval Date: December 30, 2009 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3820 dated 06/09/03, signed and sealed by Joseph Chan, P.E (Submitted under previous NOA #03- 0910.03) 6. 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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Large Missile Impact Test, per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum single hung windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3806 dated 06/09/03, signed and sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- Farooq Corporation, dated 07/27/09, signed and sealed by Arshad Viqar, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer" dated 05/13/09, expiring on 01/14/12. 2. Notice of Acceptance No. 09- 0312.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB, Interlayer" dated 05/13/09, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance and no financial interest, dated August 31, 2009 signed and sealed by Arshad Viqar, P.E. G. OTHERS 1. Notice of Acceptance No. 08- 0527.12, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 07 /10 /083ad- expiring on 11/06/13. E -2 Manfae Perez, Product Control E . • ' r NOA No. 09- : ' :.05 Expiration Date: November 06, 2013 Approval Date: December 30, 2009 (sheet 1 of 8 ) T-1 /8° ANN. GLASS .090' INTERLATER ' DUPONT SENTRYGLAS PLUS' 10- MAX. HEAD /SILL FALSE MUNTINS \ ` (SURFACE 8 USED 1 I NI I 1 I I GLASS TYPE 'A' ° o '/..8�J 47 1/8° 1 ■ / :e J I -'11F LJ.n _ 11 � i O I it 11 •/ '1 11 1 II t 10' MAX. HEAD/SILL Al 6° MAX. HEAD /SILL fCORNERS .090° INTERLAYER 'DUPONT BUTACITE PVB' 1/8' HEAT STREW!). GLASS SILICONE DOW CORNING 795 GLASS TYPE GLAZING OPTIONS TYPICAL, ELEVATION SERIES 1000 (STD. SILL) to 9 n SERIES - 1000 /1050 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF' S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDRION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITEO TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIAL$ SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. -i / '/..8�J 47 1/8° D.L OPG. 49 15/16' VENT WIDTH 53 1/8° WINDOW WIDTH TYPICAL ELEVATION SERIES 1000 (HI -RISE SILL) 8 [THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: ARSHND 'AGAR f1A. PE 38E63 c.aN. 3536 SEP 0 1 ZUO i/10DUi.1 SIVAI ED RittemplyIRs Yd1h tkenob& Code AIN*Ftoot s Is m 5 0 drawing r 4 1 W03 -56J 0 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF (RI -RISE SILL) WINDOW DIMS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLASS TYPE 'A' CLASS TYPES '8'. 'C'. IF & '9' GLASS TYPES '9'. 'C'. 'D' & 'E' WIDTH HEIGHT EXT.( +) 1NT.( -) ExT.( +) 1NT.( -) EXT.(+) ENT.( -) 19 -1/8 26 -1/2' 37' 42' 49' 53-1/8' 26' (3) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 _ 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 700 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19 -1 /8' 211 -1/2' 37' 42" 49' 53 -1/8' 38 -3/8' (4) 70.0 80.0 80.0. 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 700 80.0 80.0 90.0 80.0 90.0 700 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8' 26 -1/2' 37' 42' 49' 53 -1/8' 50 -5/8' (5) 700 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 800 90.0 700 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 58' (5) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 700 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 700 80.0 80.0 90.0 80.0 90.0 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 63' (8) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 900 70.0 80.0 80.0 90.0 80.0 90.0 700 80.0 80.0 90.0 80.0 90.0 19 -1/8' 26 -1/2' 37' 42' 49' 53 -1/8' 68' (D) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 900 70.0 80.0 80.0 90.0 80.0 900 700 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 74 -1/4' (7) 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 900 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 - - - - 800 90.0 19 -1/8" 28 -1/2' 37' 42' 49' hl - - - - 80.0 90.0 - - - - 80.0 90.0 - - - - 60.0 90.0 - - - - 80.0 90.0 - - - - B0.0 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. STD. TOP RAH. 9 -1000 STD. TOP 8811 9 -1050 HEAVY DUTY TOP RAH. 9 -1000 HEAVY DUTY TOP RAIL 5 -1050 UNEQUAL LITES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (111 -RISE SILL) WINDOW DIMS. WIDTH 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 19 -1/8' 28 -1/2' 37' 42' 49' 19 -1/8' 26 -1/2' 37' 42' 19 -1/8' 26 -1/2' 37' 19 -1/8' 26 -1/2' HEIGHT 50 -5/8' (5) 58` (5) 63" (6) e8` (6) 74 -1/4' (7) GLASS TYPE EXT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 STANDARD TOP RAIL 80.0 GLASS TYPES EXT.( +) 80.0 1 NT.( -) 80.0 70.0 70.0 70.0 80.0 80.0 800 74.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80A 80.0 80.0 80.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 HEAVY DUTY TOP RAH. GLASS TYPES ExT.( +) 70.0 70.0 70.0 70.0 70.0 70.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 90.0 90.0 900 90.0 90.0 900 90.0 • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT 0CA05 -DEC -219 I 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 800 80.0 80.0 80.0 80.0 80.0 80.0 INT.( -) 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 FAN: A9� M ONT RA. PE / 38863 CAA. 3538 SE.P 0 1 L009 W 0 a� o v b 2 n 8 S S o drawing no. W03 -56 sheet 2 of 8 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAW -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEVS. FOR SPACING i WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELLV. FOR simaNG 1/4° DIA. ULTRACON BY 'ELCO. (Fu=177 KSI. Fy =155 K51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8° MIN. PENETRATION INTO WOOD CTHRU 1BY BUCKS I 0 CONC. OR MASONRY I -1 /4° MIN. EMBED INTO CONC. OR MASON DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY Jl4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .0901 INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL FaGF DISTANCI INTO CONCRETE AND MASONRY = 1 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE rc - 3000 P51 MIN. C -90 HOLLOW /FILLED BLOCK rm = 2003 PSI MIN. SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. WEEPHOLES: WI = t -1/2° X 3/164 WEEPHOLES AT 4° FROM EACH END W2 = 1 -5/16° NOTCH AT EACH END Env: 411tHAD VIOAR CN FtA PE 1 38883 CAN 3538 SEP 0 1 2009 TYPICAL ANCHORS SEE ELEV. • FOR SPACING SERIES -1000 VENT WITH SPRING LOADED LATCHES d sheet 4 of 8 ) SERIES -1050 VENT WITH SWEEP LATCHES ARSHAD MOW FLA. PE / 38883 c.A. 3538 SEP 0 1 2009 PIOI3UC7 ll£YISEi tHwayskin wall Cat 93ork'e Asename a C e $s 0 to O 9 1 g l 1 iii, drawing to. 1 W03 -56j (sheet 5 of 8 ) ITEM 8 PART 8 READ. DESCRIPTION MATERIAL MANE. /SUPPUER /REMARKS I ES1001 -1 1 FRAME HEAD 6063 -T8 - 2 (51002 -1 1 FRAME SILL (510.) 6063 -18 - 2A 151101 1 FRAME SILL (HI -RISE) 6083 -16 - 3 151003 2 FRAME JAMB 6083 -78 - 4 051005 -1 1 FIXED MTG. RAIL (FOR SPRING LATCH) 6063 -T6 - 4A i ESI051 1 FIXED MTG. RAIL (FOR SWEEP LATCH) 6063 -76 - 5 151004 -1 1 STD. VENT TOP RAIL (FOR SPRING LATCH) 6063 -78 SA 152004 1 HEAVY DUTY VENT TOP RAIL (FOR SPRING LATCH) 6083 -76 - i 50 151092 1 STD. VENT TOP RAI. (FOR SWEEP LATCH) 6083 -76 - SC 131053 1 HEAVY OUTY VENT TOP RAIL (FOR SWEEP LATCH) 6063 -T6 - 6 151006 -1 1 VENT BOTTOM RAIL 6063 -T8 - 7 151007 -1 2 VENT WE RAIL 6063 -75 - 8 ES1008 -1 AS 600. GLAZING SAD 8083 -76 - 9 ES1009 -1 2/VENT SPRING LOADED VENT LATCH 6063 -T5 AT 8' FROM ENDS 9A - 2/VENT SWEEP LATCH ZAMAK AT 11' FROM ENDS 98 88 IL 1 ° 2/ LATCH LATCH INSTALLATION SCREWS - FH SAS 10 151012 1 /LATCH LATCH SPRING ST. STEEL - 11 151010 AS RECD. GLAZING WEDGE SOFT PVC - 12 88 K 1' 20 FRAME At VENT ASSEMBLY SCREWS CRS Rif 5M5 13 ES1011 2/VENT SASH CAM CELCON - 14 43620 -187 AS RECD. PIE YfSTRIPPING WITH PLASTIC FIN - AMESBURY OR EOUIV. 15 43828 -187 AS RECD. P8E W'STROPINO WITH MASTIC FIN - AMES8URY OR EOUIV. 16 - 2/ 9EN1 BLOCK & TACKLE BALANCE SERIES 120 BY 851 17 - 2/ VENT SPIRAL. BALANCE - - 18 ES1013 -1 2 SASH STOP - - 19 151505 - FLUSH FRAME ADAPTER 6083 -T5 OPTIONAL 20 - 1 5/16' 802 SCREEN - OPTIONAL SERIES -1000 I SERIES -1050 Env ARSHAO VpAR CY4 RA. PE 38863 ..v CAN. 3638 SEP 0 1 2009 86661,111: REVLr000. m anuplyiaa volt 1St PIAy160 Aso49once N4 A% :',LP.; / io rmagel 113 c drowing no: W03 -56I sheet 6 of 8 ) MIAMJ -DAOE COUNTY APPROVED MULUON & MULLION ANCHORS SEE SEPARATE NOA 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION Drums WITH FLUSH FRAME ADAPTER FAIn ARENA° VLOAS R.A. PE 1 38883 CAN, 3538 SEP 0 1 2009 (Q .; z Fri g 2 LL A O Y r o L . '4 drawing no. W03 -56 -2.339 2.190 .082 - 1.130 1.130 r-- 1- .969 .082 a 909 .790 1.344 062 I 2.063 ties 082 2.083 MIAMI, FLORIDA 33174 TEL (308) 264-8100 _ FAX. (306) 2624978 j 71 913 7 9 1 509 -1 //�� STD. V .813 a I 1 1 .813 2.268 ( 78 FLUSH FRAME ADAPTER 2.392 V FRAME HEAD .930 VENT TOP SERIES -1000 I-- RAIL .930 L- STD. VENT TOP RAIL �e SERIES -1050 r 2.186-1 .813 1.230 .078 1.122 - w--- -1.830 r .930 1.630 - 1.130 2.330 .930 1.250 ■ ^ 2.083 1.250 .153 - [72 - .080 2.083 %IA 1.421 1.400 F 1.242 .062 062 - H D VENT TOP ® SERIES -1000 082 - ( SERIES- 1000/1050 ALUM SINGLE HUNG WOW. (LMJ11 II • E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 JI O9 VENT 780 LATCH _ 1 11.344 -d Q FRAME JAMB .562 RAIL - --I 582 H.O. VET TOP SERIES -1050 RAIL + 1 1-.328 803 -147 062 .992, - .9921 +I .543 1 "-d I Z`� 11 GLAZING WEDGE Q GLAZING .837 BEAD .052 1.250 �1.875 2.113 i -p82 - 1290 ( 2.181 4 o MEETING1RAIL 4 1.212 - �� U 1.212 ME )05 -RAIL SERIES -1050 .868 949 68 r -1 .715 i .857 r -� .082 .930 -1 eta�°' -.I RAIL 913 description II NO CHANGE THUS SHEET r� 113 1.250 .489 12.188 73 L(i1iJ .062 1.434 V VENT SIDE © VENT 1.149- BOTTOM RAIL I MIME' El a Ga03m nI' ^WH C1a13a 2.457 .082 - 3.127 2.457 .062 - 2502 t V n s • .--. / c • 3 k S 1 $ t 1.335 .710 rI I I Engf: AR9HA0 w04F. CNA FLA. PE a 36663 CAN. 3436 SEP 0 1 2009 PL0tMJGT REVISED rani** The M No Ai ifi i .� .874 L+ 0 FRAME f-t.679 - 2.331 SILL (STD.) .874 L 1.- -1.679 - I ; nme .T:.Pd1G,r BS' a/ /,.,.- '.L.i' 'droving no.t W03 -56 2.331 0 FRAME SILL (HI -RISE) (sheet 7 of 8 ) Co WI I Co m dote: 07 -31-03 (scale: 1/2- - 1- (� by 901110 E. by: J \ \ revision 0 07.15.09 LATCH OPTION ADDED ( SERIES- 1000 /1o50 ALU►1 SINGLE HMV WOW. (L.N.I.i E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 C_ CORPORATION ra l... C CO- ANL \W03- 56ESWJ AL- FAROOQ COR ENGINEERS & PRODUCT D EVELOPMENT 2235 S.W. 87 AVE MIAMI. FLORIDA 335.74 TEL. (308) 264 -8100 FAX. (308) 2829976 1 eacr,p an hiEFN0 0 11 10.05E CilANG T AS SNEET NO ONANGr TNIS situ 90E ADAPTER A00E0 FRGENERAL gC___ REVIS014 0 07.15.09 LATCH OPTION ADDED ( SERIES- 1000 /1o50 ALU►1 SINGLE HMV WOW. (L.N.I.i E.S. WINDOWS, LLC 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 C_ CORPORATION ra l... C CO- ANL \W03- 56ESWJ AL- FAROOQ COR ENGINEERS & PRODUCT D EVELOPMENT 2235 S.W. 87 AVE MIAMI. FLORIDA 335.74 TEL. (308) 264 -8100 FAX. (308) 2829976 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ES Windows LLC 10653 NE Quaybridge Ct. 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 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. DESCRIPTIO •Series 1500 Aluminum Fixed Window — L.M) APPROVAL DOCUMENT: Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1201.05 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.maimidade.eov/buildinacode NOA No. 08- 0417.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 Page 1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W03 -57, titled "Series -1500 Aluminum Fixed Window (L.M.I.) ", sheets 1 thru 7 of 7, prepared by Al- Farooq Corporations, dated 07/31/03 with revision D dated 03/26/08, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a series 1500 aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5339, dated 02/11/08, signed and sealed by Michael R. Wenzel, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an arch, round top & cathedral shapes aluminum fixed windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5054, dated 10/03/06, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06- 0308.05) 3. 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 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3810, dated 05/16/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) 4. 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 along with marked -up drawings and installation diagram of a alum. fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL -3819, dated 06/09/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) ala J 1 Manuel Pe. E. Product Control ; . er NOA No. 0: I, 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 E -1 ES Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3808, dated 05/14/03, signed & sealed by Joseph Chan, P.E. (Submitted under previous NOA #03- 0910.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 4/7/08, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07- 1116.04 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas ® Plus" dated 01/03/08, expiring on 01/14/12. 2. Notice of Acceptance No. 05- 1208.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite PVB Interlayer" dated 01/05/06, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated March 26, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report no. FTL -5339, issued by Fenestration Testing Laboratory, Inc., dated February 7, 2008, signed and sealed by Michael R. Wenzel, P.E. G. OTHER 1. Notice of Acceptance No. 06- 1201.05, issued to ES Windows, Inc., for their Series 1500 Aluminum Fixed Window — L.M.I., approved on 02/01/07 and expiring on 11/06/08. E -2 Manuel Pe = ' .E. Product Control finer NOA No. 0: -i 17.06 Expiration Date: November 6, 2013 Approval Date: June 5, 2008 WINDOW WIDTH •-.WINDOW WIDTH —r- - -- 6 I I I I s I f I I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SAAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED UNES AND OBTAINNG ALLOWABLE LOADS FROM THOSE SHAPES. 8' MAX. FROM EN (A 12' MAX. HEAD /SIU. SERIES -1500 ALUMINUM FIXED WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIXED /FIXED OR FIXED WITH OTHER MIAMI —DADE COUNTY APPR'D WINDOWS USING MIAMI —DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENURE SYSTEM. DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS ON SHEETS 2 & 3: THIS PRODUCT HAS BEEN DESIGNED AND 1LatU TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004/2007 EDMON INCLUDNG HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS 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 2004 FLORIDA BLDG. CODE SECTION 2003.13.4. 44 3/8' D.L OPC. 48' WINDOW WIDTH ]PJ L [A7lyI L EL y] �[�70 ahoy FALSE RUMENS (SWAGE APPLIED) 7M-8E USED NI� I THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Ertl DR. HUMAYOUN F.L4000 STRUCRIRES ru. PE j38 PRODUCT REVISED comPlCo FTm with The fAW .■• Nc L: JG 0.- Date rLl`3 41.18 0 4 2008 Praha drawing no. W03 -57 (sheet t of 7 GLASS TYPE 'A' GLASS TYPE 18' GLASS TYPE 'C' i GLASS TYPE '81' GLASS TYPE 'Cl' DEMON 16AD CAPACITY - PSF WINDOW DIALS. ANCHOR TIP= '9 &'C' ANCHOR TYPES 1r & 'C' MASSIVE 'A' GLASS TYPES '9' & '91' GLASS TYPEE 'C', 'Cl & 'C2' GLASS TYPE 'A' GLASS TYPES '9' & '81' GLASS TYPES '0', 'CI & 'C2' WIDTH HEIGHT EXT.( +) INT.( -) EXL( +) 1NT.( -) EXL( +) INT.( -) E%T.(+) 1NT.( -) ECL( +) 1NT.( -) EXT.( +) TNT.( -) 19 -1/8' 28 -1/2' 3Y 48• 53 -1/8' 26' 70.0 70.0 70.0 90.0 706 90.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 706 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 90.0 68.8 886 88.5 68.8 889 869 70.0 706 70.0 90.0 70.0 80.0 98.5 88.3 66.5 669 88.5 68.8 70.0 70.0 70.0 90.0 70.0 806 889 68.5 86.5 689 989 889 70.0 70.0 716 90.0 70.0 80.0 19 -1/8' 26 -1/2' 37' 48' 53 -1/6' 38 -3/8' 70.0 70.0 70.0 90.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 81.0 832 852 63.2 83.2 65.2 952 70.0 706 706 90.0 70.0 80.0 46.7 48.7 48.7 49.7 49.7 48.7 68.1 68.1 70.0 91.0 70.0 80.0 45.0 43.0 45.0 43.0 48.0 45.0 83.7 83.7 70.0 80.0 70.0 80.0 45.0 45A 43.0 45.0 45.0 45.0 93.7 83.7 70.0 90.0 70.0 80.0 19 -1/8' 26 -1/2' 37' 48• 53 -1/8' 50 -5 /8• 70.0 71.0 70.0 90.1 70.0 80.0 71.0 70.0 706 90.0 70.0 80.0 652 652 632 852 65.2 68.2 70.0 70.0 70.0 90.0 70.0 800 46.7 462 46.7 46.7 49.7 46.7 88.1 6 8.1 70.0 90.0 70.0 80.0 - - 360 38.0 36.0 38.0 - - 70.0 60.0 70.0 80.0 - - 34.1 34.1 34.1 34.1 - - 88.4 85.3 88.4 73.9 19 -1/8' 28 -1/2' 37' 48' 53 -1/8' 56' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 652 852 652 852 652 652 70.0 70.0 70.0 804 70.0 80.0 40.7 417 46.7 46.7 46.7 46.7 68.1 68.1 70.0 90.0 70.0 80.0 - - 39.0 360 36.0 38.0 - - 70.0 60.0 70.0 806 - - - - 32.5 32.5 - - - - 632 72.3 19 -1/8' 26 -1/2' 37• 48' 53 -1/8' 83' 70.0 70.0 70.0 90.0 70.0 60.0 70.0 70.0 70.0 90.0 70.0 80.0 652 65.2 652 65.2 83.2 852 70.0 70.0 70.0 900 70.0 80.0 - - 48.7 46.7 48.7 48.7 - - 70.0 90.0 70.0 60.0 - - - - 36.0 36.0 - - - - 70.0 80.0 - - - - 323 32.5 - - - - 63.2 723 80.0 80.0 19 -1/8' 26 -1/2' 37' 49' 53 -1/8' 74 -1/4' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 700 90.0 0.0 652 652 652 662 652 65.2 71.0 70.0 70.0 90.0 70.0 - - 48.7 46.7 46.7 46.7 - - 70.0 900 70.0 80.0 - - - - 36.0 36.0 - - - - 70.0 80.0 - - - - 32.5 32.5 - - - - 53.2 72.3 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) W GLASS TYPE 'C2' L ROIL 810114 AND LENGTH OMEN It OS CAN 8E GREETED VEROCALLY 06 HORIZONTALLY AS SHOWN ABOVE. &qr. 1R. R.WAYOUN 169000 slisiCIUREs 9 OOa 39367 Vti O 9 Z0O8 A'PC:DUCT REVISED mmm Sylag Ida Sze Melds BAdhgChlb Aaaptumm No Dana 0. 8 1 Wig O 8 drawing no. W03 -57 (sheet 2 o 7 ) p U, l ,n • DESIGN LOAD CAPACITY - P9F DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES '9' & 'C' WINDOW DIALS. ANCHOR TYPES 'A' & 'C' ANCHOR TYPES '8' & 'C' GUASS TYPE 'A' GLASS TYPES 'B' & '91' GLASS TYPES 'C, Ti & 'Cl!' GLASS TYPE '4' GLASS TYPES '6' & ti "e. GLASS TYPES 'CI & 'C2' GLASS TYPE 'A' MASS TYPES '9' & '81' GLASS TYPES 'C', 'Cl & '12' GLA33 TYPE '4' GLASS TYPES '8' & 'B1' GLASS TYPES 'C, 'CI & 'C2' 1 ,--, worn HDGM EYT.( +) 1M.( -) EM.( +) 1M.( -) ExT.( +) mr.( -) EM.( +) 1M.( -) IXT.( +) 1M.( -) Exr.( +) 1M.( -) WIDTH HEIGHT IXI'.( +) iM.( -) cXr.( +) 1M.( -) IXf.( +) 1M.( -) EXT.(+) 1M.( -) EM.( +) IM.( -) EXT.(+) iM.( -) 18' 24' 30' 38' 42' 48' 54' 80' 38' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 24' 30' 38' 180. 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 57.6 57.6 57.8 57.6 57.6 57.6 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 57.6 57.6 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 45.0 70.0 70.0 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 18' 24" 30' 36" 120' 582 58.2 70.0 90.0 70.0 80.0 56.2 56.2 70.0 90.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 70.0 72.0 70.0 72.0 - - 70.0 80.0 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 80.0 70.0 80.0 - - - - 57.8 57.8 - - - - 70.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 87.3 67.3 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 18' 24' 30• 36' 42' 48' 54' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 W 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.8 57.6 57.8 57.8 57.8 70.0 70.0 70.0 90.0 70.0 80.0 L 48.0 48.0 48.0 48.0 48.0 48.0 70.0 70.0 70.0 90.0 70.0 80.0 J 1. ., 41.1 41.1 41.1 41.1 41.1 41.1 60.0 60.0 70.0 90.0 70.0 80.0 3 - - 38.0 36.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 0 - - 38.0 38.0 380 390 - - 70.0 90.0 70.0 80.0 - 38.0 38.0 390 38.0 - - 70.0 80.0 70.0 80.0 60' 18' 24' 30' 38' 42' 48• 54 60' 80' - 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 WITH AND LENGTH D7MENS ONS CAN BE ORIENTED VERTICALLY OR HORROMALLY AS SHOWN ABOVE 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 57.8 57.6 57.6 57.6 57.6 57.6 70.0 70.0 70.0 90.0 10.0 80.0 48.0 48.0 48.0 48.0 48.0 48.0 67.3 67.3 70.0 90.0 70.0 80.0 - - 41.1 41.1 41.1 41.1 - - 70.0 90.0 70.0 80.0 - - 390 38.0 38.0 38.0 - - 70.0 90.0 70.0 80.0 - - - - 32.0 32.0 - - - - 62.2 71.1 - - - - 28.8 28.8 - - - J - 58.0 64.0 18' 24 30' 38' 42' 48• 54' 80' 72' 70.0 70.0 70.0 130.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 80.0 70.0 80.0 57.6 57.6 57.8 57.6 57.6 57.8 64.2 842 70.0 90.0 70.0 80.0 - - 48.0 48.0 48.0 48.0 - - 70.0 90.0 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 1- - - - - 36.0 38.0 - - - - 70.0 80.0 0 8 g i y� 6 - - - - 32.0 32.0 - - - - 62.2 71.1 - - - - 28.8 28.8 - - - - 58.0 84.0 18' 24' 30' 38' 42' 46' 84. 70.0 70.0 70.0 90.0 70.0 90.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 - - 57.8 57.6 57.6 57.8 - - 70.0 90.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 - - - - 38.0 38.0 - - - - 70.0 80.0 18' 24' 30' 38' 42' 48• 80 • 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 72.0 70.0 72.0 70.0 70.0 70.0 90.0 70.0 80.0 • 0 4 4 E E 8 8 .7 g = S - - 57.8 57.8 57.8 57.6 - - 70.0 80.0 70.0 80.0 - - - - 48.0 48.0 - - - - 70.0 80.0 I C m < ^ o - - - - 41.1 41.1 - - - - 70.0 80.0 i T I m - - - - 390 38.0 - - - - 70.0 80.0 18' 24' 30' 38' 42' 98' 70.0 70.0 70.0 90.0 70.0 80.0 70.0 70.0 70.0 90.0 70.0 80.0 DR. PE UTT F EMT: OR TRUCIURES FANS RA. GAN. 3838 ►t 0 9 200i( PRODUCT DEVISED Ca �� the Florida - .. ,_,:< Dam 4',2 4%.15, ,421 ° �- `�,.,..,�;.:,..:�� .. - - 70.0 72.0 70.0 72.0 - - 70.0 90.0 70.0 80.0 - - 57.8 57.6 57.8 57.6 - - 70.0 90.0 70.0 80.0 - - - - 490 48.0 - - - - 70.0 80.0 - - - - 41.1 41.1 - - - - 70.0 80.0 Z-• drawing no. W03 -57 NOTE: GLASS CAPACMES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS). (Sheet 301 7 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING OPTIONAL a • SEE EIEY FOR SPACING MIAMI —DAB COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE W- 3/I6' TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 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 3/16' TENS OR SELF DRILLING SCREWS (GRADE 5 CRS) TYPICAL ANCHORS J INTO METAL STRUCTURES SEE ELEVS. FOR SPACING STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPE 'B'- 1/4' TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURE 1 -3/8° MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 4' MIN. EM INTO CONC OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREWS INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI ALUMINUM : 1/8' THK. MIN. (6063 -T5 MM.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED TYPE 'C'- 110 sMS OR SELF DRIWNO SCREWS INTO DADE COUNTY APPROVED MUWONS (NO SHIM SPACE) ANCHOR EDGE DISTANCES; INTO CONCRETE AND MASONRY = 1 -3/8' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL. STRUCTURE = 1/2' MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUM COLOR SILICONE. yU 2 I F a I Is g 81 ;it- Ogg 4. g g " ^M� 4Z�,b � N S k 1 drawing no. W03 -57 (sheet 4 of 7 ) TCEM PART # QUAN7I Y DBSQOPTION MAT®TAL MANF. /80PPL18R/RBMA888 1 ES5001 4 WINDOW FRAME 6003 -T5 - 2 ES2000 -8 OPTIONAL GLAZING STOP 6083 -T6 - 3 ES5002 4 FRAME COVER (OPTIONAL) 6083 -75 - 4 %8 X 1' AS RED- ASSEMBLY SCREWS CRS PH 58S 5 8 - 2/ UTE SUING BLOCK NEOPRENE 7/18' 2 3 /18' 5 3 -1/Y LONG ES2000 -10 OPTIONAL GLAZING GASKET SOFT PVC - 7 E51505 - FLUSH FRAME ADAPTER 0083 -75 OPTIONAL WOmOW WIDTH WINDOW WIDTH tl 8 m k 1 U dmw(ng no. W03 -57 (eheet 5 of 7 2.330-1 Too 1.000 r.08� I__1 .500 913 1--1.134-4 FRAME .80033 .2 - -1- 1—.147 GLAZING STOP (OPTIONAL) -q .T33 .577 IJ .537 o4s � 958 L FRAME COVER (OPTIONAL) -d 1..328 d .5.250 BULB VINYL (OPTIONAL) .770 2.180 .062 1 �zs6e_J FLUSH FRAME ADAPTER 0.142 �1.T88 .125 ALUM CORNER LOCI( (6003 -T5) ALT. EnIF: OR NUIMYWN FAR000 51RUCWRES FIA. PE / 18557 CAN. X38 14.10011C-1 REVISFD eompjbg with the Florida reak11011 Cod. Acre N. OHe ANk 0 g 20011 Ujn AI ft'i sF tI f i 1 a O O 3 i qqi idlo,_ 1 5 drawing no. W03 -57 (sheet Bof 7 j BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E.S. Windows, LLC 10653 NE Quaybridge Ct. Miami, F1.33138 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamiadade.gov /buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION Series "3000" Aluminum Outswing French Doors w /wo Sidelites APPROVAL DOCUMENT: Drawing No. W04-51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1, 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by A1- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Limitation: 1. Lower Design Pressures of Door, sidelites, hardware, glass and threshold options shall control. 2. See sheet 2.1 for single sidelite and sheet 2.2 for doors with sidelites options 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 # 09- 0825.04 consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. MIAMIOADE C APPROVED NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 Page 1 E.S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 09- 0825.04) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -51, titled "series -3000 Alum Outswing French Doors (LMI) ", sheets 1 , 2, 2.1, 2.2 through 6 & 6.1 of 7, prepared by Al- Farooq Corporation, dated 06 -10 -04 and last revised on MAR 25, 2010, signed &sealed by Javad Ahmad, P.E. B. TESTS Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawing and installation diagram of aluminum outswing French door w/ Sidelites, prepared by Fenestration Testing Laboratory, Inc., No. FTL -5938, dated 10/01/09, signed and sealed by Julio E. Gonzales, P.E. Note: This test report has been revised, reviewed, signed and sealed on 03/29/10 by Jorge A. Causo, P.E. 2. Additional Test Reports: Test reports issued by Fenestration Testing Laboratory, Inc Test report No(s) FTL -3947 & FTL -3955 per TAS 201, 202 & 202 -94, dated 02/04/04, both signed and sealed by Edmund() J. Largaespada, P.E. and test report No. FTL -5164 per TAS 201/203 -94, issued by Fenestration Testing Laboratory, Inc, dated 08/01/07, signed & sealed by Carlos S. Roinda, P. E. (transferred from file # 09- 0825.04) C. CALCULATIONS (transferred from file # 09- 0825.04) 1. Anchor verification calculations and structural analysis, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Viqar, P.E. . 2. Glazing complies w/ ASTME- 1300 -02 & -04 D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.05- 1208.02 issued to E.I. DuPont DeNemours for "Butacite PVB Interlayer ", expiring on 12 -11 -2010 2. Notice of Acceptance No. 09- 0312.03 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass® Interlayer ", expiring on 01/14/12. F. STATEMENTS 1. Statement letter of conformance and "No financial interest "issued by A1- Farooq Corp., dated 03/25/10, signed and sealed by Javad Ahmad, P.E. 2. Addendum letter dated April 15, 2010, issued by Fenestration testing lab, signed & sealed by Jorge A. Causo, P. E. 3. Laboratory compliance statements, part of the above referenced test reports. G. OTHER 1. This NOA revises NOA # 09- 0825.04, expiring September 16, 2014. 2. Test proposal No(s) #09 -0225 dated 06/17/09, # 06 -0411 dated 07/31/07 & 02/06/06 approved by BCCO. E -1 Ishaq I. Chanda, P.E. Product Control Examiner NOA No 09- 1217.03 Expiration Date: September 16, 2014 Approval Date: May 05, 2010 (4) ANCHORS AT MTG. STILES AND MULLION ENDS 6" MAX. HEAD /SILL CORNERS 146 3/8" 33 11 /16' FR. HEAD & SILL 1 {11 1 / FRAME WIDTH 73• FRAME HEAD & SILL 33 11/16" ACTIVE FR. HEAD & SILL LOCK o14TIONS SEE SHEET. 2 FOR CAPACII�Y ,, / g /4 / LEI i INACTIVE SURFACE APPLIED FALSE MUNTINS MAY BE USED 29 5/16" D1. OPG. 33 5/16" 26 3/16" 0.L OPG. 36 13/16" PANEL WIDTH LEAF WIDTH SERIES -3000 ALUM OUTSWING FRENCH DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LUTES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERWS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 112" MAX ( OxxO ) HEAD SILL 29 5/16" O.L. OPG. 33 5/16' PANEL WIDTH INSTRUCTIONS' USE CHARTS AS FOLLOWS. (4) ANCHORS AT MTG. STILES 76" FRAME WIDTH 73" FRAME HEAD & SILL 6" MAX. HEAD/SILL CORNERS a A H O LOCK Z)PTIONS SEE SHEET 2 FOR CAPANY // / / / / / / PIVOT HINGES //— SEE SHEET 2 FOR CAPACITY z A1A1 za 0.0 BUTT HINGES SEE SHEET 2 FOR CAPACTY TYP CAL ELEVATIONS TESTED UNITS STEP 1 310 _2 .ATE -3 STEP 4 STEP g DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY. BLDG. HEIGHT. WIND ZONE USING APPUCABLE ASCE 7 STANDARD. FOR SINGLE (X) AND DOUBLE DOI) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLAS5, HINGES, LOCK AND FRAME SILL OPTIONS USED. FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 2.1. FOR SIDELITE COMBINATION WITH DOOR OR 51MUTE SEE MULLION CAPACITY CHART ON SHEET 2.2. THE LOWEST VALUE RESULTING FROM STEPS 2. 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 28 3/16' O.L. OPG. 12" MAX. HEAD SILL NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF AND EXPOSED ON ACTIVE LEAF SEE DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REOUIRED. E ^gam JAVA) AfotAD CWIL RA P2870592 CAN 5638 MAR 24 MID PR°DUCTREVISED Buiding11 dCoy the Flmtda' EAPumiou Dato�2 . Bps P. . Dade P CpnireJ F .fin a >g� 8 8 8 iF drawing no. W04 -51 sheet 1 of 7 ) FRAME WIDTH fl a / /O / \ ML:mua I ' �� \ \ \ / AME -yr y 'X' DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A', 'B & 'D' 'C' & 'F' 'E' OPTION '1' OPTION '2' OPTION '1' OPTION '2' EXT. (+) INT. ( -) EXT. ( +) TNT. EXT. ( +) TNT. ( -) E�XT. ( +) WT. ( -) EXT. ( +) TNT. ( -) EXT. ( +) 1 INT. ( -) DS. ( +) INT. ( -) 95 -3/4 37 -1/2 70.0 80.0 90.0 90.0 100.0 120.0 l°°•� 90.0 100.0 120.0 I X 80.• 100.0 120.0 39 -5/8 - - 90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'XX" DOORS DESIGN LOAD CAPACITY - PSF (GLASS AND HARDWARE OPTIONS) FRAME HEIGHT INCHES FRAME WIDTH INCHES GLASS TYPES HINGES LOCKS 'A', 'H & 'D' 'C' & 'F 'E' OPTION '1' OPTION '2' OPTION '1' OL'TLON '2' EXT. ( +) INT. ( -) EXT. (+) MT. ( -) EXT. ( +) INT. (-) EXT. ( +) INT. ( -) EXT. ( +) INT. ( -) ExT. ( +) WT. ( -) EM. ( +) INT. ( -) 95 -3/4 71 -3/4 70.0 80.0 ...!. 90.0 90.0 90.0 90.0 90.0 90.0 70.0 .. 90.0 90.0 76 - - "®' 9D.0 80.0 90.0 90.0 90.• 90.0 90.0 80.0 90.0 90.0 HINGES. OPTION 61• THREE PIECE ALUM BUTT HINGE BY '6.5. WINDOWS' (3) HINGES PER LEAF AT 11- FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO 0008 FRAME AND LEAF WITH /10 X 1" FH SIAS (6) SCREWS AT FRAME. (5) SCREWS AT LEAF OPTION 82,' FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE. DIE CAST ALUMINUM COVER PLATES. ST. STEEL PIVOTS AND GALV. STEEL BRUSHES AND SCREWS FAS HINGES PER FRAME AND � LTOP WIITH& BOTTOM 5/16 -24 X 1" FH 145 (2) PER WING Q.L. OPENINGS; D.L.O. HEIGHT = LEAF HEIGHT - 8.1875° (STD. BOT. RAIL) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (HI RISE HOT. RAIL) D.L.O. WIDTH = LEAF WIDTH - 8.625° WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH 0AYLITE OPG. 2/6 (X) 31 -1/2' 28- 11/16' 20 -1/16° 3/0 (X) 37 -1/2' 34- II /18' 26 -1/16' 3/4 (X) 39 -5/8' 36- 13/16° 28 -3/16" 5/0 (XX) 39 -3/4' 28- 11 /16' 20 -1 /16 6/0 (XX) 71 -3/4' 34- 11/16' 26 -t /16° 6/4 (XX) 76" 38- 13/16° 28 -3/18° NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIGHTS: DAYS OPG. NOMINAL HEIGHT FRAME HEIGHT 1EAF HEIGHT STANDARD BOTTOM RAT. HI- PROFILE BOTTOM RAIL 6/8 79 -3/4' 77 -1/4° 69 -t /16' 65 -5/16" 8/0 95 -3/4' 93 -1/4' 85 -1/16° 81 -5/18' LOCKING HARDWARE; ACTIVE LEAF: OPTION 91• SURFACE MOUNT DEAD 801.7 LOCK BY 'YALE' AT 45° FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4 -28 X 2 -1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37' FROM BOTTOM. FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8 -32 X 1 -3/4' PH M5. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE PATH B8 X 3/4' FH 5145 (2) SCREWS PER BOLT OPTION 62: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39" FRO14 BOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) /8-32 X 2' OH 695 INACTIVE LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 12' FROM TOP AND BOTTOM FASTENED TO LOCK 57I1.E WITH e8 x 3/4' FH 5145 (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS- DEC -219 WATER INFILTRATION LIMITATIONS; WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF (X & XX 00085) HI -RISE SILL = +90.0 PSF (XX DOORS) +120.0 PSF (X DOORS) cJ-75- .311 _311.1. En3r: AHMAO FLA PE C.A.N. !70692 LIAR 2 5 2.010 III -RISE SILL 2. PRODUCT REVISED as complying with the FkAida Building Coda ExpinxionDaft BNlcami Dade A�'"a° D.Iviske Cotltrd m 8 g Q< 0 0 a 0 A 8 1 V 8 1 0 A m va 6 8 0 2 C 0 drawing no. W04 -51 (sheet 2of 7 ) FRAME WIDTH (0) STATIONARY PANEL (0) OR SIDE LITES DESIGN LOAD CAPACITY - PSF FRAME HE GHT FT./IN. FRAYS W=TH INCHES GLASS TYPES '4' '8' '0' 'C'. 'E' 'F' EXT. ( +) ANT. (-) EXT. (+) IM. ( -) EXT. ( +) INT. (-) 6/8 42 70.0 80.0 90.0 90.0 90.0 90.0 7/0 39 70.0 80.0 90.0 90.0 90.0 90.0 8/0 36 70.0 80.0 87.8 87.6 90.0 90.0 p.1. OPENINGS; D.L.O. HEIGHT = LEAF HEIGHT - 8.1875° (STD. BOT. RAIL.) D.L.O. HEIGHT = LEAF HEIGHT - 11.9375" (1-11 RISE BOT. RAIL) D.L.O. WIDTH = PANEL WIDTH - 4.000" 3/16" H.S. GLASS 3/16" H.S. GLASS .090" INTERLAYER .090" INTERLAYER 'DUPONT SENTRYGIAS PLUS' "'DUPONT BUTACITE PVB' 3/16' H.S. GLASS 3/18" H.S. GLASS SILICONE DOW CORNING 795 5 g GLASS TYPE 'A' 1/8" H.S. GLASS .090' INIERIAYER 0 SILICONE DOW CORNING 79 GLASS TYPE 'B' 1/4" H.S. GLASS .090" INTERLAYER 'DUPONT SENTRYGLAS PLUS' ' DUPONT SENTRYGUIS PLUS' 1/8" H.S. GLASS 1/8" H.S. GLASS SILICONE SUCONE DOW CORNING 795 F w , DOW CORNING 795 WATER INFILTRATION LIMITATIONS. WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL = +70.0 PSF HI -RISE 541 = +90.0 PSF STD. SILL 1/8' H.S. GLASS 1 /8" H.S. GLASS .090' INTERLAYER 'DUPONT BUTACITE PYB' 5/32" H.S. GLASS SILICONE DOW CORNING 795 .090" INTERLAYER 'DUPONT BUTACITE P89' 1/8" H.S. GLASS RI —RISE SILL SILICONE DOW CORNING 795 GLASS TYPE 'C' GLASS TYPE 'E' GLASS TYPE 'F' GLAZING OPTIONS GLASS TYPE 'D' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05— DEC -219 Emp: 3AYAD AHMAD f]VIL FLA. PE /70592 GA.N. 5638 MAR 2 5 2010 PRODUCT REVFSED aseomp1yingwIthtim Florida Banding Cods A ID 4 ExphationDme�+¢. By ��i�lt�i 1 ar Miami DoddRod 6%4 uot Control Division 2 drawing no. 1 W04 -51 j sEhT3et 2.1of 7) MULLION DESIGN LOAD CAPACITY - PSF SIOELITE WIDTH INCHES FRAME 14E100 1T. /IN. DOOR TO SIDELITE MULLION SIDELITE TO SIDEUTE MULL UNREINFORCED REINFORCED REINFORCED EXT.(+)/INT.(-) EXT.( +) /INT.(-) EXT.( +) /INT.(-) 24 \ 80.0 80.0 90.0 27 80.0 80.0 90.0 30 80.0 80.0 90.0 33 6/8 80.0 80.0 90.0 36 80.0 80.0 90.0 39 80.0 80.0 90.0 42 80.0 80.0 90.0 24 80.0 80.0 90.0 27 80.0 80.0 90.0 30 80.0 80.0 90.0 33 7/0 80.0 80.0 90.0 38 80.0 80.0 90.0 39 80.0 80.0 90.0 18 78.9 80.0 90.0 21 74.8 80.0 90.0 24 71.1 80.0 90.0 27 8/0 67.9 80.0 80.0 30 65.0 80.0 90.0 33 82.4 78.9 90.0 38 60.1 76.0 90.0 UNREMFORCED REINFORCED 0008 TOSIDELRE MULLION : I- /17 4 \ 0 \ B -- I Vi ©If //� ( 's \ \ \ .D \ in /"\,\ ;.J 4 -,t) %s '8 I Vi ©If © I1 /"\,\ I Vi 1 " \ 4 / -©\\ ��h \ • .5 \ / .e, \ / `/ \ REINFORCED SMITE TO SI0EUTE MULLION NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS. SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. ( °XXXXO (0X0) ( X00 (008 /1/1 / %i \0\\\ t 1-i-- / /t / P; I Vi ( X00 (008 / / / %i L \ \ \ I /1/1 / %i \0\\\ t If ©1 i \\ \ / 4; - 4- / /f; / / / %i L \ \ \ I t i, , \ \ % /i / \ / ( X0X ) ( XX00 ( 00XX Env: 48560 AMMO OIVIL FLA. PE 1 70592 CAN. 3336 MA f `L6 Wit PRODUCT RHYMED es complying with tm Florida &Ming Code Acceptance No Espinnion kQAnDmag(,M MMiiami Iado hraaemVCOa0u1 0 Division 104..1.1 FAX. (305) 824 -7777 n 5 1 z 8 ✓ 0 2 k k s t drawing no. W04 -51 4 (sheet2.2of 7 ) - J. -9 / /f; -©\\ ��h \ • .5 '.i / . \ .e, \ / \ / \ / 0\ / ( XX00 ( 00XX Env: 48560 AMMO OIVIL FLA. PE 1 70592 CAN. 3336 MA f `L6 Wit PRODUCT RHYMED es complying with tm Florida &Ming Code Acceptance No Espinnion kQAnDmag(,M MMiiami Iado hraaemVCOa0u1 0 Division 104..1.1 FAX. (305) 824 -7777 n 5 1 z 8 ✓ 0 2 k k s t drawing no. W04 -51 4 (sheet2.2of 7 ) EDGE GIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING a . EDGE pisT. • 18Y WOOD BUCK ' TRIM y4 8 C 0 n r. S a A/ 0 0 H — PROFILE ROTEOM RAIL APPUCABLE TO STATIONARY AND OPERABLE UNITS • v • 3/I6" X 1 -1/2' WEEP SLOT I /SILL AT' SIDELINES EDGE DST. J STATIONARY UNIT TYPICAL ANCHORS SEE ELEV. FOR SPACING 3/16' X 1 -1/2 "• WEEP SLOT 2/ SILL AT XX DOORS I/ SILL AT X DOORS EDGE far. J • TYPICAL ANA SEE ELEV. FOR SPACING OPERABLE UNITS HI—RISE FRAME SH.L APPLICABLE TO STATIONARY AND OPERABLE UNITS Ergs JAW AMMO RA. FE 70892 CAN. 3538 cu o S a 2 b 2016 PRODUCT REVISED as complying with the Honda Building Cods MByfami DadaPmdAN�Control Division a a a *owing no. W04 -51 sheet 3 of 7 ) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI—OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sEE ELEV. FOR SPACING 1/4' DIA. ULTRACON BY 'ELCO' (Fu =177 KW. Fym155 KS)) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1 /4" MIN. EMQm ' "'T^ ^ ^ "'^ OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4° MIN. EMBED INTO CONC. OR MASONRY 114 SMS OR SELF DRILLING SCREW (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8°) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8° THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2° MIN. INTO WOOD STRUCTURE = 1° MIN. INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMBS I c = 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS Ym = 2000 PSI MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE /ALUMINUM COLORED SILICONE. EAT, JAV.W AMMO FLA CA CAN. 1 / 70992 C.A.N. ]8 LIA R 6 2010 PRODUCT REVISED as complyingw ttmadth Flovida Building Cade Acceptance N MS ExpimtionDmo By VA".. t.� awls Miami Dade¢mdoUCOmtoi Division Z i0 gO V r og<. oozE uez -de, J 8 yo 8 8 8 g 8 drawing no. W04 -51 (sheet 4of 7 ) INTERIOR EXPOSED FLUSH BOLTS AT 10' FROM EACH ENO CONCEALED FLUSH BOLTS AT 10' FROM EACH END (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING) D.1.. OPG. D.4 OPG. SIDELITE PANEL WIDTH TYPICAL ANCHORS OPTIONAL REINFORCING SEE ELEV. / SEE SHEET 2.2 FOR CAPACITY FOR SPACING .95" X 2" X .96" IL 1/8" FULL LENGTH STL CHANNEL (STEEL TO BE PAINTED OR PLATED) TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR 1/4" MAX. 1/4" MAX. SHIM SPADE TYPICAL ANCHORS SEE ELEV. FOR SPACING LTYPICAL ANCHORS SEE ELEV. METAL FOR SPACING STRUCTURE D.L OPO. LEAF WIDTH FRAME vim EXTERIOR (X ) AAR 1 2010 ITEM / PART / QUANTITY DESCRR'TION MATERAL MANE/SUPPLIER /REMARKS i ES3001 -1 1 FRAME HEAD 8083 -T6 - 2 653001 -2 2 0008 FRAME JAMB 8063 -T6 - 3 657002 -1 1 FRAME SILL (STANDARD) 8063 -T5 - 3A ES3025 1 FRAME SILL (HI -RISE) 6083 -15 - 4 657003 -1 AS RE00. =ELITE ADAPTER 6063 -T6 - 9 657004 AS RE00. SHEAR PIATE 0 ANCHOR LOCATIONS 6063 -T6 3" LONG 6 653005 -1 2/ LEAF TOP AND BOTTOM RAIL 6063 -TS - 8A ES3024 2/ LEAF HI- PROFILE BOTTOM RAIL 6063 -15 - 7 ES3008 -1 1/ LEAF DOOR LEAF JAMB - HINGE SIDE 6083 -15 - 8 ES3007 -1 1/ LEAF DOOR LEAF - LOCK SIDE 6063 -T6 - 9 653007 -2 1/ LEAF DOOR LEAF - KEEPER 510E 6063 -16 - 10 653008 -1 AS RE00. SIDELITE 5111E 6063-15 - — 11 F8- 1202 -914 2/ LEAF EXPOSED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 12 F3 -1202 -914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & ASSOCIATES 13 653011 AS RE00. JAMB TROT 8083 -75 OPTIONAL 14 653012 T SILL COVER 8063 -T6 - 15 653013 2/ LEAF WEATHERSTRIP ADAPTER 6063 -15 - 16 653014 -1 4/ PANEL PANEL CLAMP 6063 -T8 - 17 E53003 -3 3/ LEAF HINGE ASSEMBLY 6063 -T6 SEE SHEET 2 17A - 2/ LEAF PIVOT HINGES - SEE SHEET 2 19 - - DOOR LOCK (SAVANNAH 20151.) - YALE 20 - - DEAD BOLT LOCK (PREMIER) - YALE 21 W22321N0 AS IMOD. RN -SEAL PRE W SIwrtING - ULTRAFAB 2? ~ ES3020 AS ItMOD. BULB WEATHERSTRIPPING VINYL AT SIDELITE PANELS 23 - 1/ HINGE HINGE RENFORCNG BAR ALUMINUM 1- I/4"XI/8"X4 -1/4" LONG 24 - AS REOD. HOME REINFORCING 8AR ALUMINUM 1/8" THK. X 7 -7/8" LONG 25 - 2/ LEAF 3/8" O*A. THREADED ROD W/ NUTS STEEL - 26 - AS READ. FRAME ASSY. SCREWS - #l0 PAN HEAD SUS 27 - AS REOD. MULLION REINFORCING CHANNEL A36 STEEL - 28 654014 AS REOD. BOTTOM RAIL GLASS STOP NEOPRENE - 29 654019 AS RE00. PANEL SILICONE STOP NEOPRENE - 30 - AS REOD. 3/8" DUL X 1 /8' HT. BUMPER SUCONE FRANK LONE RUBBER CO. 31 654013 AS RE00. WEDGE GASKET - - 32 653022 2/ SIRE FLUSH BOLT BRACKET 6083 -15 - 33 - 2/ BKT. BRACKET INSTALLATION SCREWS - /10 X t" FH SMS 34 Q /LON AS READ. DOOR PANEL W'STRIPPING - SCHLEGEL Engr. JAVAD A001A0 OWL FIA PE / 70892 CAN. 3338 mg; h R 201D J PRODUCTRBVISBD as with the Florida 13WhEng Coda Acceplancs Papiladon Date -1014 Mitmd DddO PIOGDC[Cell� L35Ylaton 4 th 8? c 0 0 0 8 6 8 2 2 T $ k SL 1 drawing no. W04 -51j (sheet got 7 ) .361 I 425 4 -2.125 0.379 t .900 4.000 h- I.779 2.240 AL- FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE ML4ML FLORIDA 33174 TEL (308) 264 -8100 PAX (305) 2628978 .886 .105 -1 3t WEDGE GASKET (SCALE 111 O.312 .078 + .688 L2.016 - 0 {D FRAME HEAD /JAMB L2.125 2.000 6 CO @ o n I 1 I I 3.350 .076 1 1.608 �� .ow� - 95 I _7: 2.674 Q SHEAR PLATE .366 © WEATHERSTRIP 1.500 ADAPTER � 5/16' 010. STEEL �N ., O+ ®+ Q � 3.375 �-• 1.750 d 11.0001..- e� C) JAMB TRIM oas .852 (OPTIONAL) [sER1Es -woo ALUM ammo FRENCH DOOR (Lk11)1 E.S. WINDOWS. LLC 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 ` TEL (305) 624 -7775 PA3. (305) 624 -7777 4.000 000 I .078 3.500 2.000 3__ �+ 11 11 ) .913 F 17 3 PIECE HINGE .250 1.112 i L 5� © TOP /BOTTOM RAIL .125 - 9O t° 1.931 2.874 078 39s___ � 2.000 t6 PANEL CLAMP r-. description BIII REV. PER BCCO EMs GENERA. REV. I REV. PER BCCO commas ' U .750 MULLION ® REINF. CHANNEL z.000 9,3 13 621 .490 ss "� -•.•o-.145 2.183 .078 3.350 Q SID ELITE ADAPTER .590 - Imo• • 1.750 7.250 .078 .913 I Li 8 1 1.145 1 3 .094 to SIDE LITE STILE 47S .082J I II d .927 b 8 SILL COVER c S= •`0 t° 11 S B 4 4.000 Q FRAME SILL (STD.) ,_ c o �-- 1.954 -�•I 4.625 .094 .913 5901.750 _� ' �+ 9. $ '� J 4.000 -�I .990 1.984 1.145 a .082 [r�gr:.iAVM1O AFmIM ��92�Flaiidn 5 2010 as ocmsplytha with �4 ,7 taphsaionDam . L'T •' " By • Miami Diviato .490 .563 C -Ar� - r1^.__..�___._, I 2.0�a L 1.750 Lc. draering no. W04 -51 .044 Q HINGE STILE .913 Fes- T .078 �! IQ ,.750 >I ® HI- PROFILE BOTTOM RAIL 4.� ©Q LOCK STILE /KEEPER STILE a.000 - -a ® FRAME SILL (HI -RISE) laheet 6.1 of 7 FRAME TOP CORNER FRAME BOTTOM CORNER DOOR LEAF CORNER STATIONARY PANEL OR SIDELITE CORNER OWL 1U. PE / X 75592 CAN. 539 MpR2 PRODUCT REVISED Manning Code with rho Plaids E Acceptance By \St-otl Miami Dada Moot Control Division tww 22 Id z 0 0 0 c ° lo drawing no. W04-51 sheet 7of 7 ) BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) E. S. Windows, Inc. 10653 N.E. Quaybridge 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 building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the Hi Velocity Hurricane Zone. DESCRIPTION. • • ube Mullions - L.M.I. D 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 Viqar, 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. 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.sov/buildinEcode 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 Viqar, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 Along with 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 Farooq Corporation, dated 09/01/09, signed and sealed by Arshad Viqar, P. E. Complies with ASTM 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 09/16/09. E -1 1� Jaime 1. Gascon, P. Chief, Product Control Division NOA No. 09- 0825.03 Expiration Date:. September 16, 2014 Approval Date: November 10, 2009 I MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON- IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCABLE BUILDING CODE REOUIREMENTS LE: WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY 01*055, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO ME STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. EMBEDMENT TO BASE MATERIAL SHALL BE EtEY0ND WALL COVERING (STUCCO. TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION 151686SE IS USED IN DESIGN OF ANCHORS INTO WOOD OILY. MATERNS INCLUDING RUT 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, 2411.3.3.3 AND 2326. INSTRUCTIONS; USE CHARTS AND GRAPHS AS FOLLOWS. .512 _1 STEP 2 STEP 4 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI-DADS COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE 10A0 REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 ON USING ANCHOR TTYSPE WITH DESIGN RATING OR CHARTS MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING OCT Enr: ARSHAD WAR pWL 11A PE / 38883 CAN. 3358 G 1 21.109 PRODUCT RENEWED as sos @Iy.u5 With the Florida WM:gCcrb Amcr.ccxo 1*, Date AIM Palma ade Contort u s � 20111 drawing no. M04 -04 k 1 (sheet 1 of 8 • 1 1.000 I° .125 .000 -3 3 1.000 MIMI .125 x2.000- --°1.125 �2•W0 --1 .- .250 ��U� of 4 % °-.125 6.000 .000 +-.125 4 ., -.125 �'°- 2.0� .125 ! a } nnutrvnmq 6 riwuU.:1 UCVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (306) 254.8100 FAX. (306) 2628975 MULUON \A10,. 3.000 4.000 I 5.000 - --7 x-.125 6.000 3.000 b T{ 4.000 -.125 - - .125 .338 .323 MN } 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION 1 X 3 STD. MULLION X 4 STD. MULLION 6063 -T6 6063 -T6 r- -1.125 6063 -T6 6063 -T6 2.000 I - .125 -"-7� 2 X 5 STD. MULLION 2 X 6 STD. MULLION 2 X 6 HEAVY MULLION r ALUMINUM TUBE MULLIONS �E S. WINDOWS, LLC 1i 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 IL TEL (305) 624 -7775 FAX. (305) 624 -7777 2.000.__1 r.120 4.000 y 4 .125 3000 -a 0-.125 6063 -16 6063 -T8 6063 -16 Ed = YIN. EDGE MST. 1/2' FOR 1/4' OeL ANCHORS 5/8' FOR 5/16' DIA. ANCHORS ANGLE 2.000 CUP ili. / ^/ Ed. 2 X 3 STD. MULLION 2 X 4 STD. MULLION 6063 -15 6063 -T6 6063 -16 t > -.• .720 a 1.690 •� BEel1 `C i 6' s $ 15S TVP. 3.250 2.750 2.000 D Z LI I 3.750 +I wv°$glg� .88ES$ NOTCH / OPTIONAL 411 � Ed . MIN. EDGE 01ST. �'/ 1/2' FOR 1/4• WA ANCHORS 5/8" FOR 5 /t6' DIAL ANCHORS MULLION CUP 6063 -T6 1/2' • - / /VCDjIC- Ed. c'a ma,aW 4.5000 NOTCH OPTIONAL \ Ed - YIN. EDGE INST. 1/2" FOR 1/4' DIA. ANCHORS SIB• FOR 5/16' __ ANCHORS MULLION CLIP 6083 -T6 � 1/2 1/2" � Etl. 8 6 R 1 h '+� 1 ° 1. Engn ARSHAD MAR CARL FIA. PE /39863 CA.N; 3s38 ".�`.' Ott 09 V C I Y Z Ina I:c^DUCI'RNfOIWEU en ayrtplytr.;; wiW tke Flogdd 3uD:ic:,'i Cain ?.:..c too �' ` _ r :. 5.02. An _.n. q/�1' ___ - 8V ..ter. a. All -- drawing n0. vii a addP , ..; ^a M04 -04 sheet 2 of 8 J 4 �/ 1� �__ JJJ o. I DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 183 STD. 1X3 CUSTOM 1X4 CUSTOM 2X5 STD. 2X8 STD. 288 HEAVY WINDOW DIMS. 1X3 STD. I X4 STD. 1X3 CUSTOM 1X4 CUSTOM 255 STD. 258 STD. 2X8 HEAVY WINDOW DIMS. 1X3 STD. 1X4 STD. 1X3 CUSTOM 1X4 CUSTOM 2 X 5 STD. 2X8 STD. 288 HEAVY 1X4 STD. 2X3 STD. 2X4 STD. 2X3 , STD. 2X4 STD. 253 STD. 2X4 STD. AL-FAROOQ CORPORATION 1 ENGINEERS & PRODUCT DEVELOPMENT 1238 S.W. 87 AVE MIAMI. FLORIDA 33174 L C.L. (308) 204.8100 FA)L (908)181$978 MULUON\M04 WIDTH (W) MULL SPAN WIDTH (W) MULL SPAN WIDTH (W) MULL SPAN 19 -1/8' 26 -1/2" 30' 37" 42' 48' 54' 60" 66" 72' 38 -3/8' 150.0 150.0 150.0 ^ 150.0 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 74.8 140.9 115.1 150.0 148.6 150.0 150.0 150.0 150.0 150.0 ^ 150.0 19 -1/8' 26 -1/2° 30" 37" 42" 48" 54" 60" 68" 72" 120" - 37.9 27.3 55.3 96.7 146.1 150.0 150.0 150.0 150.0 150.0 26 -1/2" 30" 53.8 101.7 83.1 - 27.3 - 39.9 89.8 105.5 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 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 37" 42' 48' 54" 60" 66" 72' 74 -1/4" 38.5 72.8 59.5 1064 9J.8 148.9 131.2 150.0 150.0 - - - 28.6 50.0 75.5 138.8 1468 150.0 150.0 150.0 150.0 150.0 150.0 33.9 64.2 52.4 150.0 150.0 - - - 25.2 44.1 68.5 122.3 130.9 150.0 150.0 150.0 150.0 150.0 150.0 29.7 _ 26.4 56.1 49.9 45.9 82.1 114.8 150.0 150.0 - - - - 22.0 38.5 58.2 107.0 116.3 150.0 150.0 150.0 150.0 150.0 150.0 40.8 72.9 102.1 135.2 150.0 - - - 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 91.8 121.7 150.0 - - - - 30.8 45.8 85.6 95.2 150.0 146.8 150.0 150.0 150.0 150.0 21.6 40.8 33.4 59.7 83.5 110.6 150.0 - - - - 28.0 42.3 77.8 87.3 140.1 134.6 150.0 150.0 150.0 150.0 - 37.4 30.8 54.7 76.5 101.4 150.0 - - - - 25.7 38.8 71.3 19 -1/8" 26 -1/2" 30' 37" 42' or 54" 60" 68" 72" 50 -5/8° 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' 88' 72" 84" 51.5 110.1 79.5 153.0 150.0 150.0 150.0 19 -1/8" 28 -1/2' 30" 37' 42" 48" 54" 80" 68° 72' 132" - 28.5 20.5 41.8 72.7 115.6 150.0 135.2 150.0 150.0 150.0 150.0 150.0 150.0 37.2 79.4 57.4 116.1 150.0 150.0 150.0 - 20.5 - 30.0 52.5 83.4 150.0 120.3 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.2 50.7 102.8 143.5 150.0 150.0 - - - 26.5 46.3 73.7 135.4 97.6 150.0 150.0 150.0 150.0 150.0 150.0 26.8 56.9 41.1 83.2 116.4 150.0 150.0 - - - 21.5 37.6 59.7 109.8 ' 'I 85.9 138.0 132.6 150.0 150.0 150.0 150.0 23.4 50.1 38.2 73.3 102.5 135.8 150.0 - - - - 33.1 52.6 98.7 l ALUMINUM TUBE MULLIONS 1 E.S. WINDOWS, LLC 1 5220 N.W. 72 AVE. BAY #4 MIAMI. FL. 33166 TEL (305) 624 -7775 FAX. (305) 624 -7777 75.2 120.8 116.0 150.0 150.0 150.0 150.0 20.5 43.9 31.7 64.1 89.7 118.5 150.0 - - - - 29.0 46.1 84.6 66.8 - 107.3 103.1 150.0 150.0 150.0 150.0 - 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 - 35.1 25.3 51.3 71.8 95.1 150.0 - - - - 23.2 38.8 67.7 54.7 87.8 84.4 128.4 150.0 150.0 150.0 - 31.9 23.0 48.6 85.2 86.4 150.0 - - - - 21.1 33.5 61.5 50.1 80.5 77.3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.7 59.8 79.2 145.8 - - - - - 30.7 58.4 19 -1 /8' 26 -1/2" 33" 37" 42" 48" 54" 60" 86° 72° 56" 143.8 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8' 28 -1/2" 30' 37' 42' 48" 54' 60" 66" 72' 96" 34.5 74.0 53.3 108.1 150.0 150.0 150.0 19 -1 /8" 26 -1/2" 30" 37" 42" 48' 54" 60" 86" 72" 144" - 21.9 - 32.0 56.0 69.0 150.0 103.8 150.0 150.0 150.0 150.0 150.0 150.0 24.9 53.4 36.4 78.0 124.4 150.0 150.0 - - - 23.1 40.4 64.3 118.0 91.7 147.2 141.4 150.0 150.0 150.0 150.0 22.0 47.2 34.0 68.9 109.9 145.6 150.0 - - - 20.4 35.7 55.8 104.3 74.3 119.3 114.7 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 89.1 118.0 150.0 - - - - 28.9 46.0 84.5 65.5 105.1 101.0 150.0 153.0 150.0 150.0 - 33.7 24.3 49.2 78.5 104.0 150.0 - - - - 25.5 40.5 74.5 57.3 92.0 88.4 134.5 150.0 150.0 150.0 - 29.5 21.2 43.1 68.7 91.0 150.0 - - - - 22.3 35.5 65.2 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 70.7 107.6 150.0 150.0 150.0 - 23.8 - 34.4 54.9 72.8 133.7 - - - - - 28.4 52.1 41.7 68.9 64.3 97.8 136.8 150.0 150.0 - 21.4 - 31.3 49.9 66.2 121.6 - - - - - 25.8 47.4 38.2 61.3 58.9 89.6 125.4 150.0 150.0 - - - 28.7 45.8 60.7 111.5 - - - - - 23.6 43.4 19 -1/8' 28 -1/2" 30" 37" 42' 48' 54' 60" 68' 72" 83' 121.9 150.0 153.0 150.0 150.0 150.0 150,0 19 -1 /8" 26 -1/2" 30" 37" 42' 48' 54' 90" 66" 72" 108° 24.2 51.9 37.4 75.9 132.7 150.0 150.0 ARCHES TO BE INSCRIBED H016ZONTAL MULLION ONSIDE RECTANGULAR SHAPE t �• o b + s C2 $ ellii 8 1 �, 88.0 141.2 135.7 150.0 150.0 150.0 150.0 - 37.5 27.0 54.8 95.8 130.2 150.0 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 97.2 147.9 150.0 150.0 150.0 - 26.9 - 39.2 68.8 93.3 150.0 GLAZING PRODUCT VERBCILL °- NUUJa4 GLAZING PRODUCT g 3 g a O1 L - ''PR A `,� ' ; P'$ 59.5 89.1 85.6 130.3 150.0 150.0 190.0 - 23.7 - 34.6 60.4 82.2 150.0 48.6 78.0 74.9 114.0 150.0 180.0 150.0 - 20.7 30.2 52.9 71.9 132.1 43.2 69.3 66.6 101.3 1419 150.0 150.0 - - - 28.9 47.0 63.9 117.4 CAAZDIG PRODUCT GLAZING PRODUCT 38.8 62.4 59.9 91.2 127.6 150.0 150.0 - - - 24.2 42.3 57.5 105.7 35.3 56.7 54.5 82.9 116.0 150.0 150.0 - - - 22.0 38.5 52.3 96.1 32.4 52.0 49.9 76.0 106.3 140.8 150.0 - - - 20.2 35.3 47.9 88.1 1a ALL LOADS ARE EXT.( +) /INT.( -). NOTE; o « $ 8 88A ffi) it - 9 WI W2 MULUON SPAN tC 41:1300 �0 w MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. �f 3 • (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENT$ Eno.. ARSHAD vow CIVIL TLn PE j 38883 5. C.A.N. 3538 ilipk.- OCT o 1 2009 ►�ROaDiCT�� 133dNIp to ANCHORS TYPE 'D' AND 'E' APPLICABLE TO WIDTH W WI + w2 2 4 °, 5" AND 6" TUBE MULLIONS. rAData trvH 6d 1 2001 Product t drawing no. M04 -041 ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. I MULLIONS I (sheet 3 of 8 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A B C D E 19-1/8" 71.8 150.0 150.0 150.0 150.0 150.0 26-1/2' 67.4 150.0 150.0 150.0 150.0 150.0 30" 148.8 143.1 150.0 150.0 150.0 150.0 37' 60.6 116.0 150.0 150.0 150.0 150.0 42" 74.4 102.2 150.0 132.9 150.0 150.0 48" 38 -3/8" 89.4 150.0 116.3 150.0 150.0 54" 27.1 79.5 147.3 103.4 150.0 150.0 80" 62.0 71.5 132.6 93.1 150.0 150.0 66' 150.0 65.0 120.5 84.6 150.0 150.0 72" 77.1 59.6 110.5 77.8 150.0 150.0 19 -1 /8" 87.7 150.0 150.0 150.0 150.0 150.0 26-1/2" 26.0 122.8 150.0 150.0 150.0 150.0 30' 30.1 108.5 150.0 141.1 150.0 150.0 37" 67.6 87.9 150.0 114.4 150.0 1 50.0 42' 32.1 77.5 143.6 1009 150.0 150.0 48' 50 -5/8' 67.8 125.8 88.2 150.0 150.0 54" 112.3 60.3 111.7 78.4 150.0 150.0 60" 30.9 54.2 100.5 70.5 141.1 150.0 88" 35.4 49.3 91.4 64.1 128.3 150.0 72" 77.5 45.2 83.8 58.8 117.6 147.0 19-1/8" 35.3 148.5 150.0 150.0 150.0 150.0 28 -1/2' 45.1 107.2 150.0 139.4 150.0 150.0 30" 94.7 150.0 123.1 150.0 150.0 37' 76.8 142.3 99.8 150.0 150.0 42' 67.6 125.3 88.0 150.0 150.0 48' 58" 59.2 109.7 77.0 150.0 150.0 54" 52.8 97.5 68.4 136.8 150.0 60" 47.3 87.7 81.6 123.1 150.0 66' 43.0 79.7 58.0 111.9 139.9 72' 39.4 73.1 51.3 102.6 128.3 19-1/8" 136.7 150.0 150.0 150.0 150.0 28-1/2' 98.7 150.0 128.3 150.0 150.0 30' 87.2 150.0 113.4 150.0 150.0 37" 70.7 131.0 91.9 150.0 150.0 42' 82.3 115.4 81.0 150.0 150.0 48' 63" 54.5 101.0 709 141.7 150.0 54" 48.4 89.7 63.0 128.0 150.0 60" 43.8 80.8 56.7 113.4 141.7 88° 39.6 73.4 51.5 103.1 128.8 72" 383 87.3 47.2 94.5 118.1 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) M111.1 SPAN A B C D E 19 -1/8" 71.8 116.0 I 150.0 150.0 150.0 150.0 26 -1/2' 67.4 83.7 150.0 108.9 150.0 150.0 30' 148.8 74.0 137.1 98.2 150.0 150.0 37" 60.6 80.0 111.1 78.0 150.0 150.0 42" 74.4 52.8 97.9 88.7 137.4 150.0 48" 74 -1/4" 48.2 85.7 59.5 120.2 150.0 54' 27.1 41.1 78.1 53.4 106.9 133.6 60" 62.0 37.0 885 48.1 96.2 120.2 66" 150.0 33.6 62.3 43.7 87.4 109.3 72" 77.1 309 57.1 40.1 80.2 100.2 19 -1/8' 87.7 102.5 150.0 133.4 150.0 150.0 26 -1/2" 26.0 74.0 137.1 96.3 150.0 150.0 30" 30.1 65.4 121.1 85.0 150.0 150.0 37" 67.6 53.0 982 68.9 137.9 150.0 42" 32.1 46.7 88.5 60.7 121.5 150.0 48' 84" 40.9 75.7 53.1 108.3 132.9 54" 112.3 363 67.3 47.2 94.5 118.1 60" 30.9 32.7 80.6 42.5 85.0 106.3 88' 35.4 29.7 55.1 38.6 77.3 96.8 72' 77.5 27.2 50.5 35.4 70.9 88.6 19 -1/8" 35.3 89.7 150.0 116.7 150.0 150.0 26-1/2' 45.1 64.8 120.0 84.2 150.0 150.0 30' 57.2 106.0 74.4 148.8 150.0 37" 48.4 85.9 60.3 120.6 150.0 42" 40.9 75.7 53.1 106.3 132.9 48' 98' 35.8 88.3 46.5 93.0 116.3 S4' 31.8 58.9 41.3 82.7 103.3 80" 28.6 53.0 37.2 74.4 93.0 88" 26.0 48.2 33.8 67.8 84.5 23.8 44.2 31.0 62.0 77.5 19 -1/8" 79.8 147.8 103.7 150.0 150.0 26 -1/2' 57.6 106.7 74.9 149.7 150.0 30' 50.8 94.2 88.1 132.3 150.0 37" 41.2 76.4 53.6 107.2 134.1 42' 38.3 87.3 47.2 94.5 118.1 48" 108" 319 58.9 41.3 82.7 103.3 54' 28.2 52.3 36.7 73.5 91.9 60' 25.4 47.1 33.1 66.1 82.7 66" 23.1 42.8 30.1 60.1 752 72' 21.2 39.3 27.6 55.1 88.9 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' APPUCABLE TO 4 ", 5" AND 6° TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPUCABLE TO ALL TUBE MULLIONS. ANCHORS DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH On MULL SPAN A B C 0 E 19-1/8" 26 -1/2" 30' 37" 42" 48° 54" 80" 86" 72" I 120' 71.8 133.0 93.4 150.0 150.0 51.8 96.0 67.4 134.8 150.0 45.8 84.8 59.5 119.0 148.8 37. t 68.8 48.3 96.5 120.6 32.7 60.6 42.5 850 108.3 28.6 53.0 37.2 74.4 93.0 25.4 47.1 33.1 66.1 82.7 22.9 42.4 29.8 59.5 74.4 20.8 38.5 27.1 54.1 87.8 - 35.3 248 49.6 62.0 19-1/8" 26-1/2" 30" 37' 42" 48' 54" 60" 88" 72" 132" 65.3 120.9 84.9 150.0 150.0 47.1 87.3 81.3 122.5 150.0 41.6 77.1 54.1 108.2 135.3 33.7 62.5 43.9 87.7 109.7 29.7 55.1 38.6 77.3 96.6 26.0 48.2 33.6 67.8 84.5 23.1 428 30.1 60.1 75.2 20.8 38.5 27.1 54.1 67.6 - 35.0 24.6 49.2 61.5 - 32.1 22.5 45.1 58.4 19-1/8' 26 -1/2" 30' 37" 42" 48" 54" 60' 66' 72" 144" 59.8 110.8 77.8 150.0 150.0 43.2 80.0 582 112.3 140.4 36.1 70.7 49.6 99.2 124.0 30.9 57.3 40.2 80.4 100.5 27.2 50.5 35.4 70.9 138.8 239 44.2 31.0 62.0 77.5 21.2 39.3 27.8 55.1 68.9 - 35.3 249 49.6 62.0 - 32.1 22.5 45.1 56.4 - 29.4 20.7 41.3 51.7 c\ \ME A S 09 E Y. GLAZING PRODUCT VERWCAL MULLION GLAZING PRODUCT ANCHORS 119E A,B,C.O OR E 181 ANCHORS A.B.C.O OR E 182 TYPICAL MULLION ARRANGEMENTS WIDTH (W) = WI + 2 W2 [HORIZONTAL MUWOI ARCHES TO BE OLEO 18501E RECTANGULAR SHAPE MULUO4 SPAN Engr. ARC BOAR FLA. PE 5 38863 CAN. 35313 0 1 200 n0:CDUCT R..NEWEt) e10mop1;t1.5 with I1b FImtda 3nOdeasw5� Data g 88 gib 8 a 8 8 a 1 k � 4i t drawing no. M04 -04 (sheet 4 of 8 1 GLAZING PRODUCT 1 AN ALL I Aq /1 GLAZING PRODUCT 11L g CHORS A�.B C,D CIR E MULUO4 SPAN Engr. ARC BOAR FLA. PE 5 38863 CAN. 35313 0 1 200 n0:CDUCT R..NEWEt) e10mop1;t1.5 with I1b FImtda 3nOdeasw5� Data g 88 gib 8 a 8 8 a 1 k � 4i t drawing no. M04 -04 (sheet 4 of 8 Ed. ..fit 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) 1/4" NIA. ULTRACONS 1 PER ANGLE Ed 2 1/4' t /4' NIA. ULTRACONS 4 PER CUP (2 ON EACH KING) 1/4" 0). ULTRACONS 2 PER ANGLE 12 1BY WOOD BUCK FLOATING CUP SNUG FR INSIDE MULL Ed 1/4" DIA. ULTRACONS 2 PER CLIP (1 ON EACH WING) 2 X 2 K 1/8" ALUM ANGLE 1 BY WOOD BUCK 114 SMS 1 -3/4' O.C. MIN. 2 PER ANGLE 1/4" DIA. ULTRACCNS 1 PER ANGLE Ed. 1" MIN 1/4" DA. ULTRACONS 4 PER CUP (2 ON EACH WANG) FLOATING CUP -SNUG FIT INSIDE MULL 114 SMS 1 -3/4' 0.C. MIN. 2 PER ANGLE II II 11 I si LJ U 2X281/8" ALUM ANGLE 1/4" DA. ULTRACONS 2 PER ANGLE FAX. (305) 624 -7777 2 W000 BUCK OR WOOD STRUCTURE FLOATING CUP SNUG FR INSIDE MULL 2 X 2 X 1/8" ALUM ANGLE 114 SN5 1 -3/4' O.C. MIN. 2 PER ANGLE ANCHORS TYPE 1/4" DIA. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. a MIN. EDGE DIST. MIN. EMBEDMENT WOOD r 1 -3/8" BLOCK 2-1/2' 1-1/4" CONCRETE 2-1/2' 1 -1/2" ALL CUPS AND ANGLES TO FIT SNUG INTO TUTS MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO 1JA50NRY TO BE PROTECTED WITH ALKNJ- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. FLOATING CUP SNUG FR INSIDE MULL ANCHORS TYPE 'S' 114 SIAS 1 -3/4" 0.C. MIN. 2 PER ANGLE Env: NTS1+40 VICAR CIVIL FLA. E __38883 CAR. 3538 OCT 0I ZUO9 2 5 2 8 1/8" ALUM ANGLE PRODUCT RENEWED S complying with the Florida Btdld3= Cad �S -i1 Q Aev & eel4' Miami Division c 0 4 A 088 ag- 0 a C4 0 0 0 4 ,45 s 51 A 1 8 5, drawing no.1 M04 -04 street 50f 8 ) Ed .� 1/4' DIR. ULTRACONS 2 PER CLIP (1 ON EACH WING) 1/4" DIA ULTRACONS 1 PER ANGLE Ed 1/4" DIA. ULTRACONS 4 PER CLIP (2 ON EACH WING) FLOATING CUP SNUG FIT INSIDE MULL 222 X 1 /8" ALUM ANGLE 114 SMS 1 -3/4" O.C. MW. 2 PER ANGLE Ed. 1/4" DIA. ULTRACONS 2 PER CUP (1 ON EACH WING) ANCHORS TYPE — 4 1/4 DLL. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed. = MIN. EDGE DIST. MIN. EMBEDMENT WOOD 1' 1 -3/8" BLOCK 2 -1/2" 1 -1/4" CONCRETE 2 -1/2' 1 -1/2" • 1/4" DIA. ULTRACONS 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE FLOATING CUP SNUG FR INSIDE MULL 1 BI4 SMSJ 4 PER ANGLE TUBE MULLIONS 2E Z a LQCATRON OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS FALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALK U- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHADRYLATE LACQUER. Eng.: ARSHAD WOAR CIVIL FCAN.S� OCT o 9 2009 PRODUCT [LL•R I "'.C'F.:i mn-sgiag a a3 the Fkrcldu 8cr2tF .g Came Pwtt [�,_ ,_., rS�t!?i Ir3 114. WIEw4113•' Product Control Divi::iun 0 a 0 2 yI C g gE m 213 8 0 S 8 0 B F 7'n � o trnving no. M04 -04 (sheet 6 of 8 ) 5/18" DIA. ULTRACONS 4 PER CUP (2 ON EACH WING) 5/16' DW. ULTRACONS 2 PER ANGLE 1108088 CUP SNUG FIT INSIDE MULL /14 SUS 4 PER ANGLE 262 x 1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 °, 5" AND 6" TUBE MULLIO 5 /18' DIA ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FLAT HEAD SUBSTRATE Ed.. MW. EDGE 01ST. ION. EMBEDMENT CONCRETE 2 -1/2" 1 -3/4" AU. CLIPS AND ANGLES TO FIT SNUG INTO TUBE WIZENS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH ALNAU- RESISTANT COATINGS. SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Env: ARSHAD MOM CMLL HA. PE 1 38863 CAN. 3538 OCT 0 1 2009 'RCYi'JCi' k'. :N^_ wa, N wc,dO10O. s Aca- :Cxa:;!•3 5.03 vitsua 1• ai g gv 8 8 888 ^gs g< 1 n f tt drawing no. M04-04 sheet 7 of 8 814 SUS SEE CHART FOR QUANTITIES TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY TUBE MULLION g10 FH SUS 2/ SIDE THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION ACCESS HOLE TUBE MULLION 114 FH SMS 1 -1/2" O.C. MIN. SEE CHART FOR QUANTITIES 1 THIS SCREW CAN BE INSTALLED N EITHER DIRECTION 4 #10 FH SMS 2 PER CUP 1" O.C. MIN. 1 -3/4" X 2 X 1 /8" (FOR 28Y TUBE) 3/4" X 2 X 1/8" FOR (1BY TUBE ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION /14 SMS SUBSTRATE Ed.. MN. EDGE DIST. MN. CI. TO CL SPACING ALUMINUM 5/8' 1/2" ANCHOR N0. OF-, CHART SCREWS TYPE A 2 _ TYPE B 3 TYPE C TYPED 4 TYPE _ E_ L 4 Eng. ARSHAD 5104R CAE FLA. PE / 38863 CAN. 3538 Hi01Z escm:41 RENEWED Ronda Mika% CCodo Aac21imco No Expindicra 'Mond Dade Fmducl Cannot 11,60011 .03 514 n ALUMINUM TUBE MULLIONS g122R 6 v g5 $S 0 a O 8 8 8 O ig 8 RR g u o 8 8 8 drawing no. M04 -04 (sheet 8of 8 •