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WS-11-1394Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 162717 Permit Number: WS -8 -11 -1394 Scheduled Inspection Date: September 12, 2011 Inspector: Bruhn, Norman Owner: WHITNEY, ELIZABETH Job Address: 10928 NW 2 Avenue Miami Shores, FL 33168- Project: <NONE> Contractor: SAB CONSTRUCTION SERVICES INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (786)329 -9000 Parcel Number 1121360020210 Phone: (786)413 -4101 Building Department Comments 10 IMPACT WINDOWS Passed f--A2 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments September 09, 2011 For Inspections please call: (305)762 -4949 Page 11 of 35 NOTICE OF COMMENCEMENT A RECORDED COPY MUST 6E POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO I -- TAX FOLIO NO. /1- 2/36- 49O-4/4) 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. CFN: 20110514150 BOOK 27778 PAGE 1775 DATE:08/03/2011 10:47:07 AM HARVEY RUVIN, CLERK OF COURT, MIA -DADE CTY Space above reserved for use of recordlng office 1. Legal description of property and street/address: /D 9,2, N. 2-Ave, R3 ¥f d'S L-o T 2. Description of improvement: /D l M P CV &J l a J P C-& S 3. Owner{s) name and address: 45.-Z-12-4-06-777- Gf V7 /092e Wets'// Arias 1493/6i Interest in property: Name and address of fee simple titleholder. 4. Contractor's name, address and phone number S/4 6 eoN7-4, 7` /NG tiJic S ,nu c. Gel. as sr .2 e . 4 1Y/ . 7,', - G/ 5. Surety: (Payment bond required by owner from contractor, if 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(1Xa)7., Florida Statutes, Name, address and phone number: 8. In addition to hlmsetf, Owners designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number 9. Expiration date of this Notice of Commencernerrt: he expiration date is 1 year from the date of reccrding unless a difrereet 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 RECORDIrr COM NT. Signature(s) Prepared By .0 Print Name Title/Office STATE OF FLORIDA COUNTY OF MIAMI -DADE The f.j going in ector/Partner/Manager Prepared By Print Name Title/Office By edged • . ore met 9L5 ' day of t S U1 L . Individually, or ❑ as for ❑ Personally known, or reduced the following type of Identificati Signature of Notary Public: Print Name: (SEAL) • 1�� Wit C e"RES:MAR. 394914r L/ /.e� nro,� °Q' www.AAl:�i � S� /SC3 c� VERIFICATION PURSUANT TO SECTION 92.525. FLORIDA STATUTES Nor T 3 ' / r: Under penalties of perjury, I declare that I have read the foregoing and �i /R / F that the facts stated to it are true, to the best of my knowledge and beget. Sig Xr By :1'1I, of Owner(s) •1.1. -.,,11 e � E�: FLORIDA, COUNTYOF DA E CHI thet the forego a true correct copy of the 1111011. NI Olt is Mt Ole. As MAMMY RUVIN, CLERK, of Circus y aro , orized Officer/Director/Partner/Manager who signed above: 729.0182 PAGES 9110 4111, tirrt BUILDING PERMIT APPLICATION Fsc 20 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 7952204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit Notllt IM Master Permit No. Permit Type: BUILDING OWNER: Name (Fee Simple Titleholder): L/ Z 4 £‘ r Olt lt / rA/7 Phone#: 7/ - 32-2-9000 Address: f f 2F 1Q.t J. A vim. City: fied-ob/ Si/-4 /CA-5 State: fit- Zip: 33(6e TenantlLessee Name: Phone#: Email: JOB ADDRESS: /0 J Z P Al, W. 4Z A Lie. - City: Miami Shores County: Miami Dade Zip: 13/61 Folio/Parcel#: 1/' 2/3 /o - 0 li 2- - O 24 0 Is the Building Historically Designated: Yes NO i-/ Flood Zone: CONTRACTOR: Company Name: 5.4 6 CNTAlt er /. a6' cre(f S v/PC Phone#: 7a 4� - W3 - WO/ Address: fZ City: Cc/ T c 8; State: PI— Zip: 33 (10 Qualifier Name: L`l a C Phone#: State Certification or Registration #: eke /5-0 9 3 / Certificate of Competency #: Contact Phone#: 7 - `e73 WO / 'Munn Address: /W' - JD 9. LPiM Q "A‘ A✓cr DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 3;000 Square/Linear Footage of Work: Type of Work: CUAddress DAltemtion DNew LlRepair/Replace Description of Work: /6 /fl PA- c-r Goa / 9 0 0.1 S Zoo 54 . DDemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ***************************************F ** *** *** *, *** ** ** ** *rear * * *** *** *** **, ****** Submittal Fee $ :� ::� Permit Fee $ c— ©© ©d CCF $ CO /CC S Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ • Structural Review $ TOTAL FEE NOW DUE $ itS) 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 ELECIRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC O'WNER'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 reinspectjonfee will be charged Signature Owner or Agent The foregoing instrument was acknowledged before me this day of dilly ,20 l � ,by /./i'.h /L 1 J who is personally known to me or who has produced L. As identification and who did take an oath. Contractor The foregoing instrument was acknowledged before me ,n day of 20 l 1 by JO kj' C 8dU(,Cr, , who is personally known to me or who has produced as identification and who did take an oath. on Expirettiatil:'! ?� ., &misty Perez My Commission Expires: •• r' '.EO�►a oN #DD976772 _ • i; i � PI SLO MAR. 30, 6774 '°s' %- `: EXPI RE MAR.9Q 2014 $ ems: woe AESS:: MMNA .30, 2014 a %1 " � .v4 Wfw. OAR 30, Y�cam q�� i * ***i*3QN NOT ## t *tt #t * #t # * * # #t # * # # * * * #tttt # # ** # # t### t#########**##*#### t*#*###* t* #t # *t * * # * # # * # * #t # # * #t # # * # #t * # #t 'J e CP-ii Plans Examiner APPROVED BY Structural Review (Revisal 07 /10/07)(Revised 06/10/2009XRevised 3115/09Xrev614/10) 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. a/ COPY OF QUALIFIER'S STATE LIC CARD B. V OPY OF LOCAL BUSINESS TAX RECEIPT C. ___COPY OF LIABILITY INSURANCE ( CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. V 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: $r CoAT a_ -evh h cefed, C 1s- ) / VC. BUSINESS ADDRESS: ?2-39 9 Stg. 2.2-2 S T L 7 CIT bra -'- A STATE ZIP CODE 33/70 BUSINESS PHONE: f716 ) / l J V/0/ FAX NUMBER (36 5—) ? 2 2-373 CELL PHONE (3O5--) % ?4 - 965-3 QUALIFIER'S NAME: I,(A n C B 44d e QUALIFIER'S LIC NUMBER: (' . E C % S-0 v93/ E -MAIL ADDRESS (IF APPLICABLE): �–� 7) 67v/ A) e A/67— Created on 3119109 BY MLDV 1 RV 3126109 MLDV ' 'JUL -19 -2011 09:12A FROM:SAB CONTRACTING 7862423001 TO:7862276300 P.1/1 12 -13 -2010 ALEX SINK STATE OF FLORIDA CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 01/16/2011 EXPIRATION DATE: 01/15/2013 PERSON: BUADE FEIN: 010676087 BUSINESS NAME AND ADDRESS: S A B CONTRACi /NG SERVICES INC 0239 S W 227 STREET 927 MIAMI FL 33160 SCOPES OF BUSINESS OR TRADE: 1- CERTIFIED GENERAL CONTRACTOR JUAN C IMPORTANT: Farman! to Cippter 440. 061141. F.5., an tinter of a curpornion who elects exemption trot this dnpter by Ming a mafiosos of Nettles andet this seethe may not recover benefits or compensation imam this chapter. Pasant to Chapter 440.00(1* f.S., tattiffatee of election to Be exempt... apply only within the sago of the business or trade listed oo the notice of election to be exempt. Pursuant to Chapter 440.081$3}, F.S., listless of 01111311111 10 00 •umpt gad csnl totes N election to be exempt shall be abject to mention If. at say time after the filing of the notice or Ibe rattan of the artOlate, the pitmen armed on the notice or certificate no longer mettle tha requirements of thto ae0N10 for Isauaece of s core ficet,. The topmast shall revoke a afIfiate n any ume ter foliate of the person named on the certificate to abet the requirements of 1013 section. OWC -262 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 QUESTIONS? (850) 413 -1609 PLEASE CUT OUT THE CARO BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OP WORKERS' COMPENSATION CONSTRUCTION INDUSTRY ELECTION OF ON TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE 01/15/2011 EXPIRATION DATE: 01/15/2013 PERSON JUAN C ELIAOE FEIN 010576087 BUSINESS NAME AND ADDRESS: S A II CONTRACTING SERVICES INC 11209 8 W 227 STREET 327 MiAMI FL 33160 SCOPE OF BUSINESS OR TRADE 1- CERTIFIED GENERAL CONTRACTOR IMPORTANT Pursu nt to Chapter 440.051141. F.S., an officer of a corporation who O elects exemption from fills chapter by tiling a certificste of election I- raider this section may not recover bemefits or compensation tinder this D chapter. Pursuant to Chapter 440.05114. F.S., Certificates of election to be H i exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt R E Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if. at any time after the filing of the notice or the issuance of the certificate. the person tamed on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a certificate at any time for failure of the person named on itl a certificate to meet the requirements of this section. QUESTIONS? 18501 413 -11109 CUT HERE • Carry bottom portion on the job, keep upper portion for your records. DWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 09 -06 MIA CCU TAX 0 140 W. 1�t I 570369-0 BUSINESS NAME / LOCATION SAB CONTRACTING SERVICES 9239 SW 227 ST 1 33190 CUTLER BAY 2010 LOOALEUMNEBST RECEIPT 1Mt MMOWCADECOUNTY-STAEOPPLORIDA. = DISPIA *sCOMO an. so, pi' MUSTME KTPLAEOFRUB , _.... PURSUANT TO . * • E CHAPTER SA - ART. 9&t THIS IS NOT A HILL. - DO NOT PAY RENEWAL RECMPTMI 594889-9 INC STATED CGC1504931 OWNER SAB CONTRACTING SERVICES INC Soc. Typo of Ellmolness 196 OgNERAL BUILDING CONTRACTOR itin isessaca;...r.A. mmo NOT mum nm MOM TO WHAM ANT / EMAWR LAM OP ma MSTMO R O EMULATOM7 R 000WteR mem tin • FROM MW ORM . TRW M T A 1701 W 7 IMAM WMWZA. 71WM. PA • ialr'TAX 03/07/2011 02290016001 000156.25 SEE OTHER WORKER/S 2 DO NOT FORWARD SAB CONTRACTING SERVICES INC JUAN BUADE PRES 2345 W 80 ST 16 HIALEAH PL 33016 111111111111111411111414111111111111111111111111111Wht STATE OF F A DEPAR CONSTRUCTI 1940 TALLARAS OF. BUS AND PRO USTRY LICENS OE STREET FL 32399-0783 SI BUADE, MDT CARLOS S A B CONTRA s. SERVICES INC 9239 SW 227 ST #27 CUTTERBAY FL 33190 With th youbccomeoneothenear1yonemIUki F . .1 . •.-- of by the and Professional Regulation. Our orate and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, arm! they k Florida's economy strong. Every day we work to improve the way we do business in order to serve you For Information about our services, please log onto www.nryfforidelicense.cont. There you can find more information about our divisions and the regulations that impact you, subscribe to deparbrent nmaietters and learn more about the Departments inttleffves. . Our mission at the Department 1s License Efficiently, Regubate Fairty. We .. • constantly skive to serve you so that you can serve your customers. .... . . e .• - IS Catearrigi 'under 'ttis istmixttle, cs . .: Thank you for doing business in Florida. and congratulations on your new kens& t .• r:•,, • 4:,-- , — - , - .. • • . - • REGULATION (B5} 487-139! Ac i ;513-i DETACH HERE 01/29/2008 15:48 7862276300 MATT GUINN SHUTTERS 4c th® CERTIFICATE OF LIABILITY INSURANC THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON TH CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISS`JIN REPRESENTATIVE OR PRODUCER, AND.THE CERTIFICATE HOLDER. IMPORTAN ft if the certificate holder Is an ADDITIONAL INSURED, the policy(ies) must . B on • 0188 • the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate holder in lieu of such endorsement(s). OP ID VR PAGE 01/01 DATE (MM/DD/YYYY) 07/21/11 CERTIFICATE HOLDER. THIS FORDED BY THE POLICIES INSURER(S), AUTHORIZED PRO -UcER CATION IS W F , $u •pa cate does not col tar rights to the Kahn - Carlin & Company, Inc. 3350 B. Dixie Highway Miami FL 33133 -9984 Phone:305- 446 -2271 Fax:305- 448 -3127 INSURED ty (A C. Nop CUSTOMER ID $ SABCO -1 INSURER{$) AF • - ante Company COVERAGES CERTIFICATE NUMBER- INSURER B s INSURER C INSURER D s INSURER E INSURER P: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAS BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TH3 P POLICY P PERIOD • WR T TYPE OP INSURANCE A A i a aut:r r POUCYNUEABER { ruyyur trr r ruuuD ' '" �. LIMITS A Z GENERALLJABIUTY E COMMERCIAL GENERAL I ABILITY C CL090101744 x xa /a3/xo x x3/$$/$1 P EACH O OCCURRENCE s s 300000 Z C PREMI"°0R`SES`(E ` `o )_ S S 100000 1 CLAIMS -MADE X OCCUR M ME) E EXP (Any ace panne) $ $ 5000 PERSONAL C CADY INJURY s s 300000 GENERAL A AGGREGATE $ $ 300000 GEN'LAOGRE(G�ATEUMWT A APPLIES PEI P PRODUCTS . .COMP/OPAGO $ $ 300000 7 POLICY l lC n $ AUTOMOBILE I I A$JUTY C CO O OWNED SINGLE LIMIT $ $ BODILY I INJURY (Pet ) $ $ _ A BODILY I INJURY (Per acaidmd) $ $ — PROpFRTr D DAMAGE $ �.►r M $ $ — U UMBRELLA LAB — occuR E NIA E EACH O OCCURRENCE $ $ — o AGGREGATE $ $ DEDUCTIBLE $ $ — • W $ WORKERS COMPENSATION W Y / N T El . .6ACH ACCIDENT $ $ balaw � EL • •DISEASE - EA EMPLOYEE $ $ � E E.L D DISEASE - POLICY LIMIT 5 5 DESCRIPTION OF OPERATIONS / LOCATIONS / WHOLES (mass ACORD 907, Addifiunal Remark Schedule, If more aPaaa Is regyired) • • —,-.........,..ye. SHOULD ANY OF THE ABOVE DESCRIBED. POUCIE$ BE.CANCD ARE MIAM- 04 THE EXPIRATION DATE THEREOF, HOMO :YELL BE DELIVERED IN • ACCORDANCE WITH THE POLICY PI fOV19LONS. Miami Shores Village AUTHORIZED REPRESENTATIVE 10050 N.E. 2nd Avenue Miami Shores FL 33138 _ 1 ACORD 25 (2000/09) ,A1411112009 /CC The ACORD name and logo are registered ma of ACORD AU rights reserved. ACORD 25 (2000/09) ,A1411112009 /CC The ACORD name and logo are registered ma of ACORD AU rights reserved. 10 7 6 5 no 4 1 / // / / / / / //////// ////////////// //// / / / Z5 / -62.3 Z4 / -50.5 Z5/ -62.3 Z4 / -50.5 � u """r lao Z4 / -50.5 Z5 / -62.3 WHITNEY RESIDENCE 10928 NW 2 Avenue Miami Shores, FL 33168 IMPACT WINDOW PERMIT LAYOUT <15' MRH All areas rated with worst case tributary area design pressure per applicable zone (4 or 5 respectively) Z4 / -50.5 :) c rn z -1 �o o z D z r- 0 m m cr) 0 al m r L7 C m o 0 Z p CO 0 I > o z 13 O 0 al m • 1 < Z4 / -50.5 /777///1/771. zezzzzzzzzze%. 2 no front door 3 7 no ono,. WHITNEY RESIDENCE 10928 NW 2 AVENUE MIAMI SHORES, FL 33168 HURRICANE SHUTTER LAYOUT - OPENING SCHEDULE 10 Openings MRH = <15' Hurricane Shutter Building Permit Opening Schedule Opening Location Square Footage Width Height Design Pressure Zone pry " S ; ;i°, ds per tributary area and applicable wind zone) 1 37 50 5/8 13.01 -50.5 4 2 53 50 5/8 18.63 -50.5 4 3 37 50 5/8 13.01 -50.5 4 4 37 38 5/8 9.92 -62.3 5 5 37 50 5/8 13.01 -50.5 4 6 37 50 5/8 13.01 -50.5 4 7 37 50 5/8 13.01 -62.3 5 8 37 50 5/8 13.01 -62.3 5 9 19 1/8 38 5/8 5.13 -50.5 4 10 37 50 5/8 13.01 -62.3 5 Total Square Footage —> 1 124.74 All specified areas to be treated in ES WINDOWS SERIES 1000 ALUMINUM SINGLE HUNG WINDOWS AND SERIES ALUMINUM TUBE MULLIONS (#5 & #6 only) (#5 & #6 only) ES WINDOWS LLC "Series 1000 Aluminum Single Hung Window - LMI" Product Control Notice of Acceptance No. :08-057.12 Expires: 11/6/2013 ES WINDOWS, INC. Series Aluminum Tube Mullions - LMI Product Control Notice of Acceptance No. :09-0825.03 Expires: 9/16/2014 RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007 Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -05 WIND CODE DESIGN WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE Interior & Exterior Zones (4&5 - Walls) Positive Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 1.00 0.95 0.92 0.89 0.88 0.86 15 46.5 44.4 43.2 42.3 41.7 41.1 20 49.3 47.0 45.7 44.8 44.1 43.5 25 51.4 49.1 47.8 46.8 46.1 45.5 30 53.6 51.2 49.8 48.8 48.0 47.4 40 56.9 54.4 52.9 51.8 51.0 50.3 50 59.7 57.0 55.4 54.3 53.4 52.7 60 61.8 59.1 57.4 56.3 55.4 54.6 Interior Zone (4 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 - 1.02 -0.99 -0.98 -0.96 15 -50.5 -48.4 - 47.1 - 46.3 - 45.6 -45.0 ' 20 -53.4 -51.2 - 49.9 - 49.0 - 48.3 -47.7 25 -55.8 -53.5 -52.1 -51.2 -50.4 -49.8 30 -58.2 -55.8 -54.4 -53.4 -52.6 -51.9 40 -61.7 -59.2 -57.7 -56.6 -55.8 -55.1 50 -64.7 - 62.0 -60.5 -59.3 -58.5 -57.8 60 - 67.1 - 64.3 - 62.7 - 61.5 -60.6 -59.9 Exterior Zones (5 - Walls) Negative Pressures Exposure C For the 146 mph Wind Zone Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.40 -1.29 -1.23 -1.19 -1.15 -1.13 15 -62.3 -58.1 -55.6 -53.9 -52.6 -51.5 20 -66.0 -61.5 -58.9 -57.1 -55.7 -54.5 25 - 68.9 -64.3 -61.5 -59.6 -58.1 -56.9 30 -71.8 - 67.0 -64.2 - 62.2 -60.6 -59.3 40 -76.2 -71.1 - 68.1 - 66.0 - 64.3 -63.0 50 -79.9 -74.5 -71.4 - 69.1 - 67.4 -66.0 60 -82.8 -77.2 -74.0 -71.7 - 69.9 -68.4 Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller, but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in f AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROO 1' ` \ Property Information Map My Home Miami -Dade County, Florida Property Information Map Aerial Photography - 2009 This map was created on 8/1/2011 4:20:50 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. Page 1 of 1 MIAMI-DADE Summary Details: o.: 11 -2136 -002 -0210 10928 NW 2 AVE LIZABETH WHITNEY s: 10928 NW 2 AVE MIAMI HORES FL C3168- Property Information: olio N 0800 SINGLE FAMILY RESIDENCE ropert 0001 RESIDENTIAL - SINGLE FAMILY ailing ddres 3/1 Primary Zone: 0800 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,231 Lot Size: 8,750 SQ FT Year Built: 1945 Legal Description: SHORELAND HGTS PB 43 -85 LOT 19 LOT SIZE 70.000 X 125 OR 15153- 2633 0891 1 OR 27389- 3628 0810 12 Assessment Information: Year: 2010 2009 Land Value: $48,300 $100,100 Building Value: $93,248 $99,711 Market Value: $141,548 $199,811 Assessed Value: $141,548 $70,347 28 ft Exemption Information: Taxable Value Information: Year: 2010 2009 Homestead: $0 $25,000 nd Homestead: NO YES Taxable Value Information: Year: 2010 2009 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/$141,548 $45,347/ $25,000 County: $0/$141,548 $45,347/ $25,000 City: $0/$141,548 $45,347/ $25,000 School Board: $0/$141,548 $25,000/ $45,347 Sale Information: ale Date: :/2010 ►ale Amount: +,129,250 +ale O /R: 7389 -3628 +ales ID eeds to or from financial qualification nstitutions escri.tion: View Additional Sales http: / /gisims2.miamidade. gov /myhome /printmap. asp? mapurl = http: / /gisims2.miamidade.gov... 8/1/2011 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE 0 EPTANCE /ES Windows LLC 10653 NE Quaybridge Ct Miami, FL 33138 it 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.buldingcodeonlne.com This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and /or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AI-IJ 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 H' _ • c� ' urri ..` ".one. DESCRIPTION eries 1000 Aluminum Single Bung Window — L.M.I. APPROVAL DO (L.M.L) ", sheets 1 through 6 of 6, dated 07 31703 with revision F dated 04/23/08, prepared by Al- Farooq Corporation, 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 RA LABELING: Each unit sha - a a rmanent label with the manufactur ' -It an1 or logo, city, state and following statement: "Miami -Dade County 'ro• rt of'Approved" or the Product Control Seal, unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0928.14 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. awing No. W03 -56, titled "Series -1000 Single Hung Window G. Large and Small Missile Impact Resistant' MIAMI•DADE COUNTY APPROVED NOA No. 08 -0527 xpiration Date: November 6, 201 Approval Date: July 10, 2008; -P-age'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) 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 -2004 and 2007, prepared by AI- Farooq Corporation, dated 04/21/08, signed and sealed by Humayoun Farooq, 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. 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 April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated April 18, 2008, signed and sealed by Humayoun Farooq, P.E. 3. Laboratory compliance letter for Test Report No. FTL -5337, issued by Fenestration Testing Laboratory, Inc., dated February 13, 2008, signed and sealed by Michael Wenzel, P.E. 4. Proposal #07 -3815 issued to ES Windows LLC by BCCO Product Control Division, dated 12/18/07 signed by Manuel Perez, P.E. G. OTHER 1. Notice of Acceptance No. 07- 0928.14, issued to ES Windows LLC for their Series 1000 Aluminum Single Hung Window — L.M.I., approved on 05/08/08 and expiring on 11/06/08. E -2 i/ amne ' ere r du o x:;'�`. NOA No. 08 -0 iration Date: November 6, 2013', —Approval Date: July 10, 2008 090' 1NTERLAYER _. t 'Qtt22 �ENTRYSS_pLU &' -I-1ST-ANN . GL SIuc3HE l 1,I /T 0W l ORNING 795- t tl i y"." 10' _MAX. -. HFA LEI F.1 t T/$-HfAF-SYREN'D. GLASS 090" INTERLAYER r'DUPON v1/8' HEAT STREN'D. GLASS .090. INTERLAYER _ 10' MAX. HEAD/SI9 QT/ 8' MAX. HEAD /SILL CORNERS IITERLAYER .090. INTERLAYER r'WPINJT BUTACRE P 9' SILIOONE HEAT STREWS. GLASS 1r- SILICONE DOW 1NING 795 1/8 HEAT STREWS. GLASS SILIOONE iDow co; 1/8. HEAT STRENt. GLASS 47 1/8' D.L. OPG. 47 1/8' D.L. OPG. SILICONE / DOW CORNING 795 49 18 /16' ■ 53 1/8' WINDOW WIDTH GLASS TYPE '5' GLASS TYPE 5/32' HEAT STREN'D. GLASS 090" INTERLAYER \ 'DUPONT BUTACRE P48' r1/8- HEAT STREN'D. 5/32' HEAT STREN'D. GLASS .090' INTERLAYER DUPONT SE NTRYOL S PLUS' 1-1/8" HEAT STREN'D. GLASS y 11 1/8- HEAT STREN'D. GLASS SILICONE DOW CORNING 795 SIuwnn DOW CORNING 795 r?PtCAL ELEVATLQN (sm. SILL) !- SERIES- =10-00 ALii i SINGLE IIUNG 'WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER HARTS SHOWN ON SHEET `2 _ — APPROVAti APPUFS TO:SINGLE LINTS OR SIDE -BY: SIDE-` NATIONS OF S N./3 1. OF2 SINGLE RUNG NI111 -OT NER- WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS WI BETWEEN...,. LOWEW DESIGN PRESSURE FROM - WINDOWS OR MULLION APPROVAI- WILL"APPLY -TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND Ito] LU TO COMPLY W1TH THE REQUIREMENTS OF THE FLORIDA BUILDING; CODE 2004/200r EDITION INCLUDING HIGH- :YELACITY I4URRICANE ZONE own): W00D BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO LOADS-TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN 014 DETAILS, ANCH EMBEDMENT- TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STU ANCHORING-OR- LOADING CONDITIONS NOT SHOWN IN THESE DET ARE NOT -PART OF THIS -APPROVAL. F A _LDAD -BbR TION- INCREASE -1N ALLOWABLE. STRESS IS USED TN.. D . CHORS ONTO W�Q ONLY TYPICAL -. ELEVATION (HI -RISE SILL) TYPE 'D' GLASS TYPE 'E' GLAZING OPTIONS '"THESE -- WINDOWS- ARE RATED FOR LARGE MISSILEIMIiA SHUTTERS ARE NOT REQUIRED. = ; 0'57 DR. FAR= STRUCTURES FUL PE / 18557 CAN. 3538 ZLOOMS REVISED �p TISTFITS staT needs ff40 tAttt kg E1-05 ` tt3ra Onto d 14 81rn1S I INCLUDING 8UT NOT LIMITED TO STEEL/METAL SCREWS, WITH OTHER DISSIMILAR MATERIALS SHALL- MEET DIE -IOW-FLORIDA 9L4G- CODE SESitON 2QO3:8 AT COME INTO %UN 0 S 2006 drawing no. W03 -56 sheet 1 of B ye IITERLAYER .090. INTERLAYER r'WPINJT BUTACRE P 9' SILIOONE HEAT STREWS. GLASS 1r- SILICONE DOW 1NING 795 1/8 HEAT STREWS. GLASS SILIOONE iDow co; 1/8. HEAT STRENt. GLASS 47 1/8' D.L. OPG. 47 1/8' D.L. OPG. SILICONE / DOW CORNING 795 49 18 /16' ■ 53 1/8' WINDOW WIDTH GLASS TYPE '5' GLASS TYPE 5/32' HEAT STREN'D. GLASS 090" INTERLAYER \ 'DUPONT BUTACRE P48' r1/8- HEAT STREN'D. 5/32' HEAT STREN'D. GLASS .090' INTERLAYER DUPONT SE NTRYOL S PLUS' 1-1/8" HEAT STREN'D. GLASS y 11 1/8- HEAT STREN'D. GLASS SILICONE DOW CORNING 795 SIuwnn DOW CORNING 795 r?PtCAL ELEVATLQN (sm. SILL) !- SERIES- =10-00 ALii i SINGLE IIUNG 'WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER HARTS SHOWN ON SHEET `2 _ — APPROVAti APPUFS TO:SINGLE LINTS OR SIDE -BY: SIDE-` NATIONS OF S N./3 1. OF2 SINGLE RUNG NI111 -OT NER- WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS WI BETWEEN...,. LOWEW DESIGN PRESSURE FROM - WINDOWS OR MULLION APPROVAI- WILL"APPLY -TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND Ito] LU TO COMPLY W1TH THE REQUIREMENTS OF THE FLORIDA BUILDING; CODE 2004/200r EDITION INCLUDING HIGH- :YELACITY I4URRICANE ZONE own): W00D BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO LOADS-TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN 014 DETAILS, ANCH EMBEDMENT- TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STU ANCHORING-OR- LOADING CONDITIONS NOT SHOWN IN THESE DET ARE NOT -PART OF THIS -APPROVAL. F A _LDAD -BbR TION- INCREASE -1N ALLOWABLE. STRESS IS USED TN.. D . CHORS ONTO W�Q ONLY TYPICAL -. ELEVATION (HI -RISE SILL) TYPE 'D' GLASS TYPE 'E' GLAZING OPTIONS '"THESE -- WINDOWS- ARE RATED FOR LARGE MISSILEIMIiA SHUTTERS ARE NOT REQUIRED. = ; 0'57 DR. FAR= STRUCTURES FUL PE / 18557 CAN. 3538 ZLOOMS REVISED �p TISTFITS staT needs ff40 tAttt kg E1-05 ` tt3ra Onto d 14 81rn1S I INCLUDING 8UT NOT LIMITED TO STEEL/METAL SCREWS, WITH OTHER DISSIMILAR MATERIALS SHALL- MEET DIE -IOW-FLORIDA 9L4G- CODE SESitON 2QO3:8 AT COME INTO %UN 0 S 2006 drawing no. W03 -56 sheet 1 of B WINDOW 13 - EQUAL LITES WINDOWS --- - "_ DE8ICN LOAD. CAPACITY - -PSF (BI -RISE SILL) I WIDTH 19 -1/8' 26 -1/2' 37' 42' 49' 53 -1 8' {26' STANDARD,/ RAIL rI 8' IXF.( +) -� INT.( -) 70.0 80.0 7 . ' 80.0 70.0 80.0 70.0 80.0 70.0 80.0 - HEAVY DU¢Y --TOP -RAY(. GLASS TYPES II 0' & '9' GIA80 TYPES V, 'C, 'D' & 'E• .( +) 1NL( -) 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 .0 90.0 90.0 90.0 1 -1/8' 49' 53 -1/8' 80.0 .0 19 -1/8' 28 -1 2' 70.0 70.0 70.0 70 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 EIQ.( +) 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 90.0 80.0 90.0 90.0 90.0 90.0 80.0 90.0 90.0 49' 53 -1/8' 19 -1/8' 28 -1/2' 37" 58" 42' (5) 49' 53 -1/8' 19 -1/8" 29 -1/2" 37' 42' 49' 53 -1/8' 19 -1/8' 28 -1/2' 37' 42' 49' 53 -1/8' 19 -1/8' 28 -1/2' 37' 42' 49' 53 -I /O' 19 -1/8' 28 -1/2' 37' 42' 49`_/ (8) 6' (9) 74 -1/4' (7) 70.0 - .,�.0- -80.o 90.0 70.0 80.0 80.0 90,0 70.0 80.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 800 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 - - 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 70.0 80.0 80.0 90.0 80.0 - - - 80.0 80.0 80.0 80.0 80.0 80.0 90.0 90.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 80.0 80.0 80.0 IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB 1�! EXTERIOR(+) LOADS TO 70.0 PSF FOR STD. SILL. 80.0 90.0 90.0 90.0 90.0 90.0 UNEQUAL LTTES (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF (M-RISE SILL) WINDOW DINS. STANDARD TOP RAIL HEAVY DUTY TOP RAIL GLASS TYPE 'A' GLASS TYPES 'B'. 'C', D' & 'E' GLASS TYPES 'B', 'C, 'D' & 'E' WIDTH HEIGHT EXr.( +) 1 INT.( -) E9r.( +) INT.( -) Exr.( +) *TLC-) 19 -1/8 28-1/2' 3r 42' 49' 53-1/8' 50 -5/8' (5) 70.0 80.0 80.0 I 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 70.0 80.0 80.0 90.0 80.0 90.0 90.0 70.0 I 74.0 80.0 90.0 80.0 19 -1/8' 28 -1/2' 37" 42' 49' 58• (5) 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 70.0 80.0 80.0 90.0 80.0 90.0 - - - - 80.0 90.0 19 -1/8' 28 -1/2' 37' 42" 83 {8) 70.0 80.0 80.0 90.0 90.0 90.0 70.0 80.0 80.0 90.0 80.0 90.0 70.0 80.0 80.0 90.0 80.0 80.0 - - - - 80.0 90.0 19 -1/8" 28 -1/2' 37' 88' (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 - - - - 80.0 90.0 19 -1/8" 28 -1/2" 74 -1/4' 70.0 80.0 80.0 90.0 80.0 90.0 (7) 70.0 80.0 80.0 90.0 80.0_ • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. LIMIT EXTERIOR( +) LOADS TO 70.0 PSF FOR STD. SILL. X41 .i z a� � O a$ vo m as oatil Olt44 etM ih • W HEAVY 01.117 TOP RAIL o. r OR. STRUCTURES RA. P1 1 0.0 0.0 CAPACITIES ON THIS SHEEP ARE'- 0 ON ASTM < -E1300 -02/04 (3 SEC. LORMDA BUILDING.: COMMISSIAW!= "' CLARATORY STATEMENT DCAOS -DEC -219 9#:YIBEO cc ra�•;..SStgg ails tx i -- • r Caro 2-cr c &o fl .L2 Etti... a 7at.. t11W: 13 JUN 0 3 2008 drawing no. W03 -56 shoot of 6 TYPICAL. ANCHORS" SEE ELEV.'FOR SPAGNG \r • 44 < METAL ! 5rtiUC7URE MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEES. FOR SPAC:NO IIIL '� TYPICAL ANCHORS —SEE ELEVS. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I AND TRANSFER THEm- To- 4'MF.- BSyIOING STRUCTURE. TYPICAL ANCHORS, s siev. FOR SPALSti6 W4'-TAPCONS - WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO Worm Y BUCKS INTO - GONG. OR ONRS- 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY NC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREW$ INTO DADE COUNTY APPROVED MULUONS (MIN. INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (DIttL IN CONTACT WITH ALUMINUM TO BE PLATED OR iNTif "CONCREiEWctd6'MASONR? 2 -J2 Mttd O- WOOD - STRUCTURE = -374 MIN. /4" AAIN; W1 a 1 -1/2 X 3/16' WEEPHOLES AT 4 FROM "EAC W2 _ -1= 511-6"` NOTCH- AT-EACN-END -- - -- E--- u- srR�IOR s F1A. PE 16557 CAN. ta4}iag xi b the PUMA. F4l7t".�'S ERs4si r+77$+- ',�:.♦ e6'AaltteI • . 9, JUN 03J.0 TYPICAL ANCHORS SEE ELEVS. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA hint! °.�. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING ITEM #/ PART # REQD. DESCRIPTION MANF. /SUPPL'ER /REMARICE 1/ ES1001 -1 1 FRAME HEAD 8083 -T5 - ..�� ES1002 -1 1 FRAME SILL (STD.) 8083 -T5 - / 2A ES1101 1 FRAME SILL (HI -RISE) 6083 -T5 - 3 ES1003 2 FRAME JAMB 6063 -T5 - 4 ES100S -1 1 FIXED MTG. RAIL 6083 -76 - 5 ESIO04 -1 1 STD. VENT TOP RAIL 6083 -78 - 5A ES20114 1 WAVY DUTY VENT TOP RAIL 6083 -78 - 6 ES1006 -1 1 VENT BOTTOM RAIL 6063-76 - 7 ES1007 -1 2 VENT SIDE RAIL 6063 -TS - 8 ES1008 -1 AS ROD. GLAZING BEAD 6063 -T6 - 9 ES1009 -1 2/VENT VENT LATCH • 8' FROM ENDS 6053 -T5 - 10 E51012 1/LATCH LATCH SPRINC ST. STEEL - 11 E51010 AS REOD. GLAZING WEDGE SOFT PVC - 12 #8 X 1' 20 FRAME & VENT ASSEMBLY SCREWS CRS PH SFAS 13 ES1011 2/VENT SASH CAM CELCON - 14 43820 -187 AS READ. PILE WSIRIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 15 43828 -187 AS READ. PILE WS RIPPING WITH PLASTIC FIN - AMESBURY OR EQUIV. 18 - 2/ VENT BLOCK & TACKLE BALANCE SERIES 120 BY B51 17 - 2/ VENT SPIRAL BALANCE - - 18 ES1013 -1 2 SASH STOP - - / 19 ES1505 - FLUSH FRAME ADAPTER 6083-75 OPTIONAL / 20 -• 1 5/16' BOX SCREEN - OPTIONAL / ALT. TYPICAL ANCHORS SEE ELEV. FOR SPADING 1/4- MAX. 1/4- SHIM M.11711.1 MIN REVOM1 A.z w!'m t4a JUN 0 3 2003 d g no. 03 -56 (sheet 5 of 6 _ -2'73Q u --°t x , I ^ L� J 1 M .... -.062 I ;:,30 r 1.250 l - 1.830 - .813 . _. I I. _ ■ .970 ■ - ,. i .062 2.063 AL- FAROOQ CORPORATION ( ENGINEERS & PRODUCT DEVELOPMENT 1.236 S.W. 67 AVE MIAMI, FLORIDA 33174 TEL. (308) 2648100 FAX. (308) 2626878 L it ` .719 � .750 .613 ,� 934.. 2.083 � i { I .930 : 613 : j I = 1. _.1-.... _ _ 2.392 --4.4 2.330 ! 1.242 062 ,,,.. n_ .O6z FRAME HEAD i 562 - II 1,344_1 �5 STD. VENT TOP RAIL ;J H.D. VENT TOP RAIL �2 1.2b`0 ^ , { ✓ �" 211$ 1.875 .230 1 .076 1 1.421 ! II* 10 E.S. WINDOWS 5220 N.W. ' 72 AVE. BAY #4 MIAMI, FL. 33166 TEL (309) 640 -8857 FAX. (309) 2014 MEERNGR0LL 1.212_1 ;... VENT .760 LATCH - �I �• A� �. -,._ - .147 082 .543 1 1 --1 L. , GLAZING WEDGE �/ ! 1 1� �I .837 J - GLAZING BEAD ' ' t y © RAIL VENT BOTTOM R _ �,rj . I gill.' ®�0 �CI0� .082 -. - 2, . , ,, .082 ..-----• 4, FRAME CORNERS DETAIL k 4 k t 3.127 _1 ���� �.l r� 1 A p g �� 4 .710 { i • , - En,: OR. Lana N F .,. . S,RUCIURES ,3` " °* JUN 0 OO8 P�R M, y 87Cemr131n074th the S 17� 1 }__�LJLLL__JJI 2.180 CORNER DETAIL i .874 L- 4 1.879 .082 KENT ..� ncs tao >rrt ° Dalx r c� .� soo 1 / //• L�9 CiC .'� _ - - - - &awing no. W03 -56 1.679 -II 1= 2.33, -=� , 2.331 FRAME SILL 09 -RJSE) 1^--- 2.268 -°1 '1 18 FLUSH FRAME ADAPTER sheet 60f 6 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCLCONX' .. DIVISION NOTICE OF ACCE STANCE OA E. S. Windows, Inc. 10653 N.E. Quaybridge Co + rt Miami, FL 33138 SCOPE: 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.govlbuildinecode • NOA is be' ssued 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 ' approved as described herein, and has been -signed to comply with the Florida Building Code, inclu ing the High Velocity Hurricane Zone. DESCRIP ON:_Series Aluminum Tube Mullions -1f APPROVAL DOCUMENT: Drawing No. M04-04, titled "Al of 8, prepared by' L-- Farooq Corporations, dated 04/26/04 . revision "E ", signed ands ,-P -F _b- in Renewal stamp with the Notic Acceptance number and expi Product Control Division. MISSILE IMPACT RA !' LABELING: Each unit sha statement: "Miami- REVISION of this NOA shall no change in the applicable TERMINATION of this NOA will occur after J A �..•:�ay is . inum Tube Mullions ", sheets 1 through 8 last revised on September 28, 2009 w/ the Miami -Dade County Product Control ra i ate by the Miami -Dade County ING: Large and Small Missile Impact Resista a`: bear a permanent label with the manufacturer's n e or logo, city, state and ade County Product Control Approved ", unless o erwise noted herein. be nsidered after a renewal application has n filed and there has been building c egatively affecting the performan of this product. 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 pa _e E- asp 1 approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. 11 11 C- t 6 NOA No. 09- 0825.03 piration Date: September 16, 2014 pproval Date: November 10, 2009;% Page .I 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 -021 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 "Alununum Tube Mullions - L.M.I. ", approved on 03/29/07 and expi • • : • n 09/16/09. E -1 Jaime L . Gascon, P. hid, Product Control Division NOA No 09- 0825.03 Expiration Date:. September 16, 2014 Ap royal Date: Novemberl0, 2009 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITI4 ALL MIAMI -DADE COUNTY - 'APPROVED IMPACT AND NON IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLION$ USING MULLION ROPERTIES 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 (I8442). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND 1.0AD. WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAA5. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO. 10.E ETC.). ANCHORNG CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. MAffRfALS INCLUDING BUT NOT LIMITED TO STMALTAL SCREWS, THAT COME INTO CONTACT WITH OTHER DSSSOM1AR MATERIALS DuLL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 2411.3.3.3 AND 2326. INSTRUCT ONS; USE CHARTS AND GRAPHS AS FOLLOWS. STEP l DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE MIAMI -DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REOUIREAIENTS. STEP 3 � CONNECTION TO MULUON AS PER PRODUCT USING CHARTS ON SHEET 3 SELECT MULUON SIZE WITH „STEP 4 DESIGN RATING MORE THAN DESK64 LOAD SPECIFIED IN STEP 1 MOVE. USING ANCHOR TYPES ON SHEETS 5 114811 8 AND ANCHOR CHARTS STEP 5 ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THIN THE DESIGN LOADS SPECIFIED N STEP 1 ABOVE. 3.000 5.000 { TYPICAL `' ..— GLAZING PRODUCT A 8.000 TYPICAL WINDOW r TUBULAR SHAPES 1� -2.000 ALLOY = 6063 -T6., MULLIONS CONTAINING TYPICAL GLAZING PRO CTS HORIZONTAL. OR VERTICAL SEE WINDOW OR 0630 APPROVAL FOR FASTENERS-SIZES AND SPACING io 8 Ent: RA 9 38683 OCT 01 2O1 PRODUC'E1581EWED LTuc tliU VA Florida . Az.;--�certo - �.: • D $' Day 244 d LVIimaL i PT UOANI61 ITi:mlcn 80881 T Of 8 --1 1.000 W- .125 I� �.�l .�S w \ 1000 p- r_____ 2'000-- y�.125 I� F--'-2000 -�{- I I , 1 3_ W o s Z B 4.000 .323 x.125 6.000 r y a.125 -�{ 1.000 I I P .323 °-.125 AL- FAROOQ CORPORATION l ENGINEERS & PRODUCT DEVELOPMENT 1 19RH R_w. R7 AVF z o0o ��., 25 t x.250 3.000 -338 3.000 L -e .. -•125 4.000 5.5.000 ,+ -.125 6.000 t . \ 1 .125 .338 4 1 X 3 CUSTOM MULLION 1 X 4 CUSTOM MULLION 1 X 3 STS I4 X 4 v • gz•y. 6083 -T8 r2�'_�.125 6053-16 .125 I p- 2.00016 6063 -T6� 5063- • 2.000 .125 r E.S.. WINDOWS, I,LC 5220 N.W. 72 AVE. BAY #4 MIAMI, FL. 33166 l TEL (305) 824 -7775 FAX. (305) 6 -7777 -I 2X STD. MULLION 6063 -16 2 X 6 STD. MULLION 6083 -16 2 X 6 HEAVY MULLION 4.000 •-p x-.125 3.000 P .125 6063 -16 I-- Ea ?1N100 5 /8 FOR 16' MA. ANCHORS. 2.000 RS --W - Ed. 2 X 3 STD. MULLION 6063 -T6 2 X 4 STD. MULLION 6083 -16 -s .720 d- 1. 1.680 C 5 .156 1119. - 1.405 3.250 2.750 2.0 1 .125 .1 o ;73 0gati88 8 8 8 tnx 3.750 NOTCH OPTIONAL �� Edo {8N. EDGE DIST. ��Ed. , /2' FOR 1/4' D1A. ANCHORS 5 /8' FOR 5/18- DIA. ANCHORS MULLION CLIP 8063 -T6 �� ,/2. _/ o 0 <muo... 4.00 OPTIONAL Ed = 611N. EDGE COST. 1/2' FOR 1/4- DIA. ANCHORS 5 /8- FOR 5/18' DIA. ANCHOR MULLION CUP /� TYP. - Ea, g [F[ y; - 3f k 1. Enpn A VIQAR/ 868/ CAN. 3538 OCT 01 nog D tun: 07:1z wid) the Florida - modin3Cnda hpirek..n Bate - . , owing no. 04-04 � �. 2'.D 1 BY ....1i.- Y.ioad q�o1 t 2of 8 6063 -T6 /.- - •-- IESICA LOAD CAPACLT - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSI, (TUBE MULLIONS) DESIGN LOAD CAPACITY - P8F {TUBE MULLIONS) DIN tH 5 G PRODUCT DEVELOPMENT /Y 88.W. 87 AVE T I i1AM1, FLORIDA 33174 ..EL.(308)289 -8100 PAX. (308)282.0978 1._. i -- - -- "1`X 3 _ 5 STOM I X 4 CUSTOM 2X6 STD. 2 X 8 HEAVY W DOW DIMS. I X 3 STD. 1 X 3 1 X 4 1CUSTOM CUSTOM I- • -1- - -- 1 X412X3 2X4 STD. ' STD. I STD. 2X5 2X812X8 STD. ' STD. HEMtY WINDOW DL3IS. 1X3 STD. 1 X 4 STD. 1 X 3 CUSTOM I X 4 CUSTOM 013. ST 6 STD. • STD. 2X6 HEAVY WkN1)06 MS. 1 X I X 4 ` X 3 STD STD. ,STD. �`- 2 X 4 2X5 STD. STD. 2X3 STD. 2X4 STD. w10T1+ (w) NULL SPAN ht (5)IuULL SPAN w43rN (W) NULL SPAN -1/8: 28- 150.0 . :; 150.0 153.0 153.0 1500 1$0.0. 19 -1/8" 26 -1/2" + 30" I 32- 42' . 48" 74 -1/4' 54" 60' I 74.6 140.9 1 113.1 1$0.0 I$0.0 1$0.0 4 750,0 19 -1/8" 26 -1/2" 30" 37" 42' 48' 54" 60" 66" 72" • 120' - 37.9 27.3 55.3 96.T 148.1 1$0.0 i. 150.0 150.0 150.0 150.0 1 150.0 150.0. -130.0 53.8 101.7 83.1 148.6 150.0 150.0 1 150.0 - 27.3 - 39.9 1 69.8 1 105.5 150.0 30` 37' 153.0 150.0 150.0 155130 1 150.0. 150.0 }- 15 0.0 150.0 1 150.0 150.0 1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 -7Y 89.8 I 734 131.3 108.4 93.8 150.0 148.9 131.2 150 0 150.0 150.0 150.0 J 150.0 150.0 - 24.1 - 35.3 61.7 93.2 150.0 -1-53".0-4-150-.0-.-1-50-.5 38.5 33.9 x72.8 59.5 - - - - 28.6 50.0 , 75.5 138.8 122.3 42• 48" 54' 60" 38 -3/8" 149.6 150.0 150.0 1 64,2 52.4 - - 25.2 44.1 4, 66.5 130.9 116.3 153.0 150.0 150.0 150.0 29.7 56.1 45.9 82.1 114.8 1500 150.0 - - J - 22.0 38.5 58.2 107.0 95.1- '50.0 150.0 , 150.0 150.0 150.0 150.0 26.4 49.9 40.8 72.9 102.1 135.2 150.0 - - I - - 34.3 51.8 104.7 150.0 150.0 150.0 150.0 150.0 150.0 23.8 44.9 36.7 65.6 91.8 121.7 150.0 - - - - I 30.8 46.6 85.6 66' 1 72 �,-----___ 95.2 150.0 146.8 150.0 150.0 150.0 150.0 66" 72' 21.6 40.8 33.4 30.6 59.7 83.5 110.8 150.0 - - - - 28.0 42.3 77.8 87.3 140.1 134.6 150.0 150.0 150.0 150.0 - . 37.4 54.7 76.5 101.4 150.0 - - - - 25.7 38.8 71.3 -41/8" 1/2" 504 -s 150.0 1500 150.0 150.0 150.0 19 -1/8' 26 -1/2" 30' 37' 42" 48' 54" 60' 98' 72" 84' 51.5 110.1 79.5 150.0 *50.0 1500 150.0 19 -1/8" 26 -1/2" 30' 32" 42' 48" 54" 80" 66' 72' 132" - 28.5 20.5 41.6 727 115.6 150.0 136.2 'LZO0 .0 150.0 150.0 150.0 _ 150.0 7 37.2 79.4 57.4 116.1 150.0 1500 150.0 150.0 160.0 -_ 20.5 - 30.0 52.5 834 150.0 120.3 150.0 150. 150.0 150.0 150.0 150.0 150.0 150.0 329_ 70.2 26.6 -- 56.9 -- 50.7 41.1 102.8 83.2 143.5 116.4 -_ 26.5 46.3 73.7 135.4 97.6 A, S 150.0 150.0 150.0 150.00 150.0 • _ -_ - - 37.6 59.7 109.8 -• " ,U 42" 48' 54" -6767E_ '� - -� 85.8 -11 132.5 150.0 150.0 150.0 1500 23.4 50.1 36.2 73.3 102.5 135.8 150.0 - - 33.1 $2.6 imp ;IL/_41.UMINUNA TUBE MULLIONS- -, E.S. WINDOWS,, LLD 6220 KW. 72 AVE. BAY #4_ MIAMI, FL. 33166 1 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 84,1 57.0 89.7 79.7 1188 150.0 ' - - 29.0 46., Eri 88.8 107.3 1 150.0 150.0 1500 150.0 -- -• 39.0 282 105.6 150.0 - - - - 25.7 m .2 60.2 90.6 -'' 92.8 141.2 150.0 150.0 150.0 - 35.1 25.3 51.3 71.8 95.1 150.0 II:11111:111 - - 23.2 K' 67.7 66" 72' 87.8 84.4 128.4 150.0 150.0 150.0 - 31.9 23.0 48.8 65.2 88.4 150.0 - - - EMIIIEVA 615 50.1 80.5 77.3 117.7 150.0 150.0 150.0 - 29.2 21.1 42.7 59.8 79.2 145.6 - - - - - 30. 58.4 19 -1/8" 26 -1/2" 30" 37' 42' 48" 54" 63" 88' 72' 58" 143.8 150.0 150.0 1500 150.0 150.0 150.0 19 -1/8' 26 -1/2" 30" 37' 42' 45' 54' 53' 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" 68- 72" 144' - 21.9 - 32.0 58.0 89 • 153.0 103.8 1500 150.0 1 1500 150.0 150.0 150.0 24.9 53.4 38.4 780 124.4 150.0 150.0 - - - 23.1 40.4 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 8 104.3 74.3 119.3 114.7 1 150.0 150.0 150.0 150.0 - 38.2 27.5 55.9 1 89.1 118.0 150.0 - - - - 28.9 46 85.5 105.1 101.0 1 150.0 150.0 150.0 150.0 - 33 7 24.3 49 2 78.5 104.0 150,0 - - - - 25.5 40 74.5 57.3 92.0 88.4 ' 134.5 1500 150.0 150.0 - 29.5 21.2 43.1 68.7 91.0 150.0 - - - - 22.3 35 55.2 50.9 81.8 78.6 119.5 150.0 *50.0 150.0 26.2 - 38.3 81.0 80 .9 148.6 - - - - - 315 57.9 45.8 73.6 • 107.6 150.0 150.0 150.0 - 23.6 - 34.4 54.9 72.8 133.7 - - - - - 28 4 52.1 41.7 66.9 64.3 97.8 138.8 1500 150.0 - 21.4 - - . • - - •- 31 3 499 66.2 121.6 - - - - - 25.8 1 4� 382 81.3 58.9 89.6 125.4 150.0 150.0 25.7 45.8 60.7 111.5 - - - 1 - - 23.6 , 43.4 10 -1/8" 26 -1/2" 30" 37" 42' 48" 54" 60" 83' 121.9 88.0 150.0 141.2 150.0 150.0 *35.7 150.0 153.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 28 -1/2" 30" 37' 42' 48' 54' 60• 88" 72' 108" 24.2 51.9 37.4 75.9 132.7 150.0 150.0 1 4 G 0 ¢ $ g, C B8 O 4 k >i 1 p g g Qa - 37.5 27.0 54.8 95.9 130.2 150.0 0 CTAAN0ULg9 SNAP! f 20NTAL MILLION 77.7 Eammai • ' 150.0 150.0 1500 - 33, 23.9 48.4 84.6 115.0 1540 53.0 55.5 • 89.1 97.2 85.6 130.3 150.0 150.0 150.0 150.0 150.0 - 26.9 - 23.7 - - 39.2 34.6 88.8 60.4 93.3 82.2 150.0 150.0' ,'! i'-a21N0 •`` �` PRODUCT „ F - 3g \ \ ,� ` ,\ d 1 I t 48.8 114.0 150.0 150.0 150.0 - 20.7 - 30.2 52.9 71.9 133, ' GLAZING PR60UCT � VERTICAL , 214w0N ! }G1A2wG PRODUCT t 43.2 101.3 141.8 150.0 150.0 - - - 26.9 47.0 63.9 11 .4 11 11 !( GLAZING (i PRODUCT fI PRODUCT 38.8 62.4 59.9 91.2 127.8 150.0 150.0 - - - 24.2 42.3 57.5 1 ,7 35.3 56.7 � W 118.0 150.0 22.0 38.5 52.3 1 32.4 '.0 49.9-- - 78.0 ' 3 140.8 150.0 - - - 20.2 35.3 47.9 .t . A 51 x ffi >g g 8 $ ALL Le -,oS ARE EXT.( +) /INT.( -). NOTE' wt 32 NULUON SPAN , Oj `-;MULLIONS IN THESE A a .; $Jl I I 1 „'� 11 I 1 ;1 , S � 4 L.)i RATED CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. __ - - `(INTER +k-ATION"BETWEEN- WI ITH. WED) ' ,_ ... -. - -- - -_ - TYPICAL MULLION ARRANGEMENTSL Env. ARSNA0'Cart FLA. PC 1 38863 CAN. 3639 I - as - cC317 -tT-R�-.'t \ ..i s uD a;ti SS F or 4 , - " =a:4 •, ._ w! + a>2 WIDTH (W) - 2 ,CRORS " -D'- AND-€' °APPLICABLE TO 4' • 5" AND 6 TUBE MULLIONS. " _ „pi%. BPS .. b - 20 � ' Sr- tiCiauso 1 dravring no. ; M04 -04 I �.2 ,1 . NOHORS�'P- E-' -A,-_$ -- AN9- •C`-APi'tICABLf TO .� � MULLIONS 7 � ;�pc A . TUBE MULLIONS. _ y.___ 'i ULLION 7 :'1C 4 {3 ! UN sheet --a 8 DESIGN LOAD CAPACITY - PSF WINDOW i1AIS. ^i. ANCHORS TYPE WIDTH (W)'. uLL SP.. A I' .$ t C_. r 0 1 E 19 -1/8" . =. 150.0 150.0 150.0 150.0 26 -1/2' ' 150.0 I 150.0 f 150.0 I 150.0 150 30' 150.0 143.1 150.0 f 150.0 1500 37" 74.0 J 116.1 , f 00 1500 150.0 42" 120.6 102.2 150.0 132.9 150.0 150.0 48' 38 -3/8" 89.4 150,0 116.3 150.0 150.0 54' 150.0 79 5 1 147.3 103.4 150.0 150.0 60" 60.1 71.5 . 132.6 i 93.1 150.0 150.0 86' 41.1 - .65.0_ . 120.5 -�_i10.5" 84.6 150.0 150.0 7" 66' 59.6 1.. 77.6 150.0 150.0 -t /8' 66" 1500 150.0 150 0 150.0 150.0 ' 26 -1/2' � 87.a1009.3 122.8 150.' 150.0 1500 150.0 , 108.5 150.0 ` 150.0 150.0 19-1/8" 150,0 87.9 1 150.0 fir_ 0 150.0 42" 26-1/2" 77.5 143.6 100,8 150., 150.0 48' - 0 -5/8'. 30" 125.8 88.2 150.0 150.0 54' - - -�� 60.3 111.7 78.4 150.0 150.0 60• 68.9 54.2 100.3 70.5 141.1 1150.0 68' 88.5 49.3 91.4 64.1 128.3 r 150.0 72" 40.9 45.2 83.8 58.8 117.8 / 147.0 19 8" 75.2 146.5 150.0 150.0 Lsot 150.0 26-1/2 80" 107.2 150.0 139. 150.0 150 0 30" 106.3 94.1 '- -150.0 123.1 150.0 150.0 37" 77.3 766 142.3 99.8 150.0 150.0 42" 35.4 67.8 125.3 88.0 150.0 150.0 48" 56" 59 2 109.7 77.0 150.0 150.0 54" 84.8 52.8 97.5 68.4 136.8 150.0 60" 57.2 47.3 87.7 61.6 123.1 150.0 68" 46.4 43.0 79.7 58.0 111.9 139.9 72' 40.9 39.4 73.1 51.3 102.9 128.3 19-1/8' 35.8 138.7 150.0 150.0 150.0 150.0 28-1/2" 318 98.7 150.0 128.3 150.0 150.0 30" 28.6 87.2 150.0 113.4 150.0 150.0 37" 26.0 70.7 131.0 91.9 150.0 150.0 42" 23.8 62.3 115.4 81.0 150.0 150.0 48" 63' 54.5 101.0 70.9 141.7 150.0 54" 57.6 48.4 89.7 63.0 126.0 150.0 60" 50.8 43.6 60.8 58.7 113.4 141.7 86" 41.2 36.6 I 73.4 515 103.1 128.8 72' 38.3 36.3 ii- 67.3 47.2 94.5 1_118.1 -- DESIGN LOAD CAPACITY - PSF WINDOW DIMS. )0 ANCHORS TYPE TH (6)'MULL SPAN A 8 C D 1 E / 19 -1/8" 116.0 1 150.0 150.0 150.0 : 150.0 28 -1/2" 83.7 150.0 108.9 150.0 ! 150.0 30" 59.5 1 119.0 74.0 J 137.1 96.2 150.0 i 150.0 37" 120.6 80.0 111,1 78.0 1 150.0 150.0 42" 48" 52.8 97.9 88.7 1 137.4 150.0 48" 74 -1/4" 46.2 85.7 60.1 120.2 150.0 S 4' 60" 41.1 76.1 1 53.4 108.9 133.6 60" 66' 37.0 685 48.1 96.2 120.2 66" 72' ^33.6 62.3 t 43 7 87.a1009.3 72" 62.0 30.8 57.1 40.1 80.2 1002 19-1/8" 150,0 102.5 150.0 133.4 150.0 150.0 26-1/2" 122.5 74.0 137 -1 98.3 150.0 150.0 30" 108,2 65.4 121.1 85.0 150.0 150.0 37" 87.7 53.0 I 98.2 68.9 137.9 150.0 42" 77.3 46.7 88.5 60.7 121.5 150.0 48' 84" 40.9 75.7 53.1 1063 132.9 54" 75.2 36.3 67.3 47.2 94.5 118.1 80" 67.8 32.7 60.6 42.5 85.0 106.3 66" 61.5 29.7 55.1 38.6 77.3 _ 96.6 72" 58.4 27.2 50.5 1 35.4 70.9 88.6 19 -1/8" 150,0 89.7 150.0 116.7 150.0 150.0 26 -1/2" 30' 84.8 120.0 { 84.2 150.0 150.0 30" 57.2 106.0 , 74.4 148.8 150 0 37' 27.2L 50.5 46.4 85.9 60.3 120.6 150.0 42" 31.0 40.9 75.7 1 53.1 106.3 132 9 48" 96" 35.8 66.3 46.5 93.0 116.3 54" 62.0 318 58.9 , 41.3 82.7 103.1 60" 72" 28.6 53.0 37.2 74.4 93.0 86" 26.0 48.2 .33.8 67.6 84.5 72" 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 74.6 149.7 150.0 30" 50.8 94.2 66.1 132.3 150.0 37" 41.2 76.4 53.6 107.2 134.1 42" 38.3 67.3 47.2 94.5 118.1 48" 108' 31.8 58.9 41.3 62.7 103.3 I- 54' 28.2 52.3 38.7 73.5 91, 60" 25.4 47.1 ' 33.1 66.1_ -8 .7� 66' 23.1 42.8 30.1 1 60.1 72' 1� I ', ---_, 21.2 39.3 27.6 55.1 LOADS ARE EXT.( +) /INT.( -).' ANCHOR CONDITION SHOWN HEREIN MAY CO L'8CATIONS AT HEAD. SILL OR JAMB ENDS. r" FOR ++CHORS DESCRIPTION SEE SHEETS 5 THRU 8. (INTERPOLA ION BETWEEN WIDTHS OR SPANS ALL ANCHORS TYPE '0' AND 'E' APPLICABLE TO 4 ", 5" AND 6° TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ALL TUBE MULLIONS. DESIGN LOAD CAPACITY - PSF SLYDOW DINS. ANCHORS TYPE !MOTH (5)INULL SPAN A 8 C 0 1 E 19-1/11" I 71 8 133.0 93.4 150.0 . 150 0 26 -1/2' i 518 960 67.4 1- 134.8 1500 30" i 45.8 84.8 59.5 1 119.0 148.8 37" 37.1 68.8 48.3 96.5 120.6 42" 32.7 - _ 60.6 42.5 85.0 106 3 48" 120" 28.6 53.0 37.2 74.4 93.0 54" 25.4 47.1 33.1 56.1 , 82.7 60" 22.9 I 42.4 29.8 59.5 74.4 66' 20.8 38.5 27.1 54.1 1 67.8 72' - 35.3 24.8 49.8 62.0 19 -1/8" 65.3 120.9 84.9 150,0 150.0 26 -1/2" 47.1 87.3 61.3 122.5 150.0 30" 1 41.8 77.1. 54.1 108,2 135.3 37" 33.7 62.5 43.9 87.7 109.7 42' 29.7 55.1 38.6 77.3 96.6 48" 132' 26.0 48.2 33.8 67.6 84.5 54' 23.1 42.8 30.1 60.1 75.2 60' 20.8 38.5 27.1 54.1 67.8 68" - 35.0 24.8 49.2 61.5 72" - 32.1 22.5 45.1 58.4 19-1/8' 59.8 110.8 77.8 150.0 150,0 26 -1/2" 43.2 80.0 56.2 112.3 140.4 30' 38.1 70.7 49.6 99.2 124.0 37" 30.9 57.3 40.2 80.4 100.5 42" 27.2L 50.5 35.4 70.9 68.6 48' 144' 23.8 , 44.2 31.0 62.0 77.5 54' 21.2 39.3 ' 27.6 55.1 68.9 60' - 35.3 , 24.8 49.6 62.0 68' - 32.1 22.5 45.1 58.4 72" - I 29.4 20.7 41.3 51.7 ,- H016204174L MUWON ANCHORS V ARCHES TO 8E 141606*8E0 TYPE 4.8.0.0 OR E f RECTANGIAAR SHAPE GIALNG PRODUCT i ANCHORS -4.8.0.0 CR E TYPICAL MULLION RANDEMENTS WIDTH (W) = 51 52 i 2 MULLION SPAN Env, AR61440 VIOAR FLA PE 1L 36803 CAN. 3538 1 d '�IY.^CtiC'r,Lstga 'El) r4p,4u4 5n Flo ida>. _..., -.. MD 1 200P1' • 54 �eheet 401 8J /1 1, 11 11 1 BY 000 BUCK FLOAnNG CLIP SNUG FR INSIDE MULL Ed. I 4 1- 1/4" 010. ULTRACONS 2 PER CUP (1 ON EACH WING) 2 L2 X 2 X 1/8" ALUM ANGLE gI4 SUS 1 -3/4" 0.C. MIN.- 2 PER ANGLE 1/4" DIA ULTRACONS 1 PER ANGLE Ed. 1" MIN. 1/4" DIA. ULTRACONS 1/4" DA. ULTRACONS_ 4 PER CLIP (2 ON EACH WINO)- 2 PER ANGLE r" L. 28Y WOOD BUCK WOOD STRUCTURE FLOATING CUP SNUG FIT INSIDE MU u 014 sMS/ 1 -3/4" O.C. MIN. 2 PER ANGLE L2 X 2 X 1/8" ALUM ANGLE 2BY W00G BUCK LfLOATLNG CUP SNUG FIT INSIDE NULL 014 VAS 1 -3/4" 0.C. MIN. - 2 PER ANGLE ANCHORS TYPE 'B' r ALTERNATE ANCHOR LOCATION I., 1/4" DLA. ULIRACM BY'ELCO• roar -rlc- acs= .w=cren =.+cxn _ LILTEK2be- SUBSTRATE. •_____.— Ed.= MIN. EDGE DST. _.--"P MIN. EMBEDMERT WOOD 4-4/Er "BLOCK ` " -2-.7 . Env ARSIA8 MOAR FLA. PE 38803 OML CAN. 3538 mP1Yin� tctLU iiw ALL a AND ANGLES TO FR 5NU2-1NTO" Ct R. ANGLES CONNECTED OIRE£TS TO MASONRY TO BE ALKALI- RESISTANT COATINGS. SUCH AS 81TUMINOUS PAINT OR _'LA�TiR -WHITE METHACRYLATE LACOUER. 007 31 unmr >.. Psaa:etc. drawing no. M04-04 sheet 5of 8 Ed. 1 010. ULTRACONS CLIP (1 ON EACH WING) FLOAT SNUG INSIDE MULL \r (14 SMS 4' O.C. MIN. PER ANGLE -'I/4' DIA. ULTRA 1 PER ANGLE' cr+ II it 11 11 Ed. / 1/4' DN. ULTRACONS 2 PER CUP (1 ON EACH WING) ALTERNATE ANCHOR LOCATION 11 It 11 11 II U U 12X251/8' ALUM ANGLE Ed. M+N. 1/4' CFA. ULTRACONS 4 PER CUP (2 ON EACH WING) N -- I\ (t ALL 1 T, , 1/4" DIA. toeffgrii4 BY 'ELCO -" ULTRACON5j4X H4X_OR FIAT HEAD ; =..E. Ed.. MIN. EGG_ ! Pm— .a ±r Al - 1/2 "._ (::S Vra. _i 2-1/2" - -Tj2 I /4' 01A. ULTRACONS 2 PER ANGLE [FLOATING CUP SNUG FIT INSIDE MULL /1 114 (14 SMSJ 4 PER ANGLE Ed 11 11 II it L2 X 2 X 1 /S' 11 ALUM ANGLE U L� 1/2'(2) a• 00 -_J LOCATION OF SCREWS CONNECTING ANGLES TO TUBES ANCHORS TYPE 'Cr APPLICABLE FOR 4 ", 5" AND 6" TUBE MULLIONS AND ANGLES TO FR: SNUG INTO TUBE •• • 5.: CU' :. OR ANGLES _- C-0NNECTED- DIRECTLY : TO MASONRY TO : CTED ALKALI- RESISTANT COATINGS. SUCH AS 1BIRIMIN0US-PAINT-• METRACRYLATE LACOUER. ANCHORS TYPE 'G' Env: ARSHAD MAR CAAL FIA 0 1_38083 7 kMNar ;r., c PradttEICaawal ZO 3 5/16' OIA ULTRACCNS Ed 4 PER CLIP (2 ON EACH WNG) 5/16" CIA ULTRACONS,., 2 PER ANGLE i 1 U L J SNUG TIT INSIDE MULL g14 SMS 4 PER ANGLE L2 X 2 X 1/8" ALUM ANGLE LOCATION OF SCREWS CONNECTING ANGLES 70 TUBES ANCHORS TYPE 'E' APPLICABLE FOR 4 °, 5° AND 6° TUBE MULLIONS 5/18" OW. ULTRACONS BY 'ELCO' ULTRACONS MAY BE HEX OR FIAT HEAD SUBSTRATE Ed.. MIN. EDGE DST. 1 MIN. EMBEDMENT CONCRETE 2 -1/2" I 1 -3/4" AU. CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO CONCRETE TO BE PROTECTED WITH AL XAU— RESISTANT COATINGS. SUCH AS BRUMINOUS PAINT OR WATER —WHITE METHACRYIATE LACOUER. Env. ARSHAO WAR COOL FLA PE if 38582 CAN. 3536 i)Ci 0 3 'LOOS 2.064 FAX. (305) 624 -7777 8888$ t a a u o g J J'tt drawing no. M04 -04 `sheet 70 8 j #14 5615 SEE CHART FOR GUANTIRES TUBE MULLION #10 FH SUS 2/ SIDE 1/B" THICK ALUM CHANNEL LENGTH TO FIT SNUG_ INTO MULLION TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE — TUBE MULLION 4,• THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION ti #10 FH SMS 2 PER CUP I' O.C. MIN. t -3/4' X 2' X 1/8' (FOR 2BY TUBE) 3/4' X 2' X 1/8' FOR (1BY TUBE)J ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION /14 SMS SUBSTRATE I Ed. MIN. EDGE DIST. ALUMINUM ! 5/8' YIN. CL TO CL SPACING 1/2' ANCHOR . NO. of L i?CEw4.1 TYPES. 3 T TYPE C i 2 iYPE;D 4 IYfTE i 4 DKr ARSHAO VICAR CNLL RA PE / 38883 CAN. 3535 CCT 00 1 Z 9 PRODUC RENEWED C4a A irm vat Kenna '"EBuiang Codc _ 0 lb°S (4 DY Mai Dada FTa wa Cvnu01 FAX, id 8 o? 5 6 42<' m , : I n : a 1,. S. drawing 00.E M04-04 (sheet 8or g1 6 • •