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WS-12-517Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 171533 Scheduled Inspection Date: May 01, 2012 Inspector: Bruhn, Norman Owner: CHOWNING, ELIZABETH J Permit Number: WS -3 -12 -517 Job Address: 53 NW 99 Street Miami Shores, FL Project: <NONE> Contractor: FLORIDA HOME IMPROVEMENT Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)753 -8874 Parcel Number 1131010180500 Phone: (954)792 -4415 Building Department Comments REPLACE 1 IMPACT DOOR Inspector Comments Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 30, 2012 For Inspections please call: (305)762 -4949 Page 5 of 12 NOTICE OF COMMENCEMENT A RECORDED COPY MIST BE POSTED ON THE= SITE AT TIME 01 F1RST DIVECTION PERMIT No(A15512-51'4- STATE OF FLORIDA COUNTY OF MIAMI -DADE: Tax row Noll-3tol -Oj1.O 00 THE UNDERSIGNED hereby gives notice that Improvements wN be made to certain real property, and In accordance with Chapterll3, Florida Statutes, the fOflowing information is provided in this Notice of Gotnmaneemeru. 1. Legal description oLialtreity and street/address: . , Of l r 0 11111111111111111111111111111111111111111 -1111 cFN 21012R0218457 OR Bk 28050 F's 0322; (113s) RECORDED 03/28/2012 10:51:02 HARVEY RUVIFIV CLERK OF COURT MIAMI-DADE COUHTYr FLORIDA LAST PAGE Space above rented for use �f fcdad 011105 t, 12.59 51 2. Description of improvement ' 1' 20 3. O ner%) name and address: Interest in property: CAW‘ Name and address of fee simple titleholder. 4. is name, address and phhone number Florida HOme- improvement Associates. 407 0 :SW 0th Ave. Hollywood, Florida 33312 Phone 954- 792 -4415 5.; Surety: (Payment bond required by owner kart toontrector, 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 nts may be served as provided by Section 713.13(1X47., Florida Statutes, Name. W4dress and phone rumba: 8. In addition to himself, Owners designates the Wowing persor►(s) to receive a copy the Lienor's Not}re'as provided In Section 713.13(1)(b), Florida Statutes. Name, address and phone number `i9 9. Expiration date of this Notice of Commencement Mmegthuticadstelstmilmm#mdatedmomAtqw*madffemiddateisspeodieM WARNING TO OWNER: ANY PAYMENTS MADE BYTHE OWNER AF1 RTHEEXPIRATIONOFTHEN OTICEOFCOMMENCEMENTARECONSEERED 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 C OMMENOZMENT MUST BE RECORDED AND POSTED ON THE 40I3 SITE BEFORE THE FIRST :- °° • • TO MAIN CONSULT WITH YOUR LENDER OR AN. ATTORNEY :BEFORE COMMENCING WORK OR •re • • 'OFCOMMENCEMENT. or`Owneer(sy Author¢cd Offi eriDireotar/Pertner /Manager L:►J G By i! i1 " _f. A. By ° AsSOG Print = y� Ift� y ii /rte iv,_.. f Print Name R Hoina np>� Title/ STATE OF FLORIDA COUNTY OF MIAMI -DADE The By Te/Cffice 4UT0 SW Ave idHollywood, d Fi.w19 0 as ersonaiiy known, or 0 produced the following type of identit&:atIore Signature of Notary Public: Print Name: (SEAL Under penalties of penury, t declare that 1 have read the foregoing the stag true, tor best of My knowledge anal • F g / v ' 'Ls Authorized Officer/Director By CAROL imp. w'p" TfN �GON,NSI 2 , T gg3 ecernber STATE OF FLORIDA, COUNTY OF DADE HEREBY CERTIFY that this is a true copy of the original filed in this office on day of tit.or;1 NITNESSOr HARVE , A D 20 nd and Official Seal. CLERK, of Circuit and County Courts O.C. 3I2 I,vLrl4J*A B PE FBC Miami Shores Village Building Department '70050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel; (305) 795,2204 Fax: (305) 756.8972 JN ECTION'S PHONE NUMBER: (305) 762.4949 PLICATION Permit go. LUs5a Master Permit No. Permit ROOFING OWNER: Name (Fee Simple Titleholder): e1..13,0e44 . • Clinot-4-1q \Oa Phone#150s.--)S3 'Val/ Address: $3 OW `19 City: tfl‘t avY\ ■ S\rvor e.5 State: Zip: 12,150 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 5 1.../..4-) 19 SA— City: Miami Shores County: ivriami Dade Zip: 33130 Folio/Parcellt: I I- 31 ol • oi • O$PQ 13a1,04 T CO Ust:t 2-0 Is the Building Historically Designabxl: Yes NO Flood Zone: CONTRACTOR: Company Name: FLORIDA HOME IMPROVEMENT phone#: 954.792.4415 1143 Address: 4070 SW 30TH AVE City: HOLLYWOOD State: FLORIDA zip: 33312 Qualifier Name: WAYNE THOMAS BURNETT phonet 954.792.4415 State Certification or Registration 0: MC061890 Certificate of Competency 0: Contact Phone*, 954.792.4415 X243 Email Address: Imartinez(Ofhaproducts.com DESIGNER: Architect/Engineer: Phone*: Value of Work for this Permit: $ .215(.47-- Square/Linear Footage of Work: Type of 'Work: °Addition °Alteration °New edepair/Replace aDemolition Description of Work: 1.4 Oct L42. S `-3•erz.1 31.11****1424* Submittal Fee $ Permit Fee $ 07/"L,-% i °" CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $1 - Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 T() 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first insspec.ion which occurs se (7) days after the building permit is issued In the absence of such posted notice, the inspection will no ;.e'yF- r d and a reiYtspection fee will be charged. Signature Owner or Agent / Contractor The fore _oing instrument was acknowied:;ed before me thi The foreging instrument was acknowledged before me thi day of `1i y t' -3 . , : lh,� day of "- CAC . 20 Z by% . ee o T . t u , who is personally known to me or who has produced As ide tification and who did take an oath. NOTARY PUBLIC: Sign: Print My Commission Expires: who is personally known to me or who has produced as identificati n and who did take an oath. NOTARY PUBLIC: gn: Print My Commission ****** *** *@**e *** *** ******ikj26'IJ �?: ********�R** +i +� ash #5+** **F+Rq�4�iA�****$�p�A# �a�C�kk�R9�51�+D n0� 1 **** ** **e ** ***s* APPROVED BY % - Plans Examiner Zoning Structural Review Clerk (Revised 07 /10/07XRevised 06/10/2009XRevised 3/15109) Miami -Dade My Home My Home mamidade.: Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator IJ Property Appraiser Tax fomoarison LI PortabiityS.O.H. Calculator Summary Details: Folio No.: 11- 310t -018 -0500 Property: 53 NW 99 ST Mailing ELIZABETH J CHOWNING Address: =an. MENNINIMI 53 NW 99 ST MIAMI FL 1 33150 -1740 Property Information: Assessment Information: WIMEIMIIIIIIIII } cr„g N FAMILY 2010 CUM: INGL RESIDENTIAL - INGL FAMILY i... I. ,171.11/1g.1.11/1111111111111111.1111 _Txr ^?ice =an. MENNINIMI 7fi'!ZiMs uil 1 r "7" EitC Ii titsjmF, Lot Size: :.100 SQ FT =EMI 1939 $50,000/ VARRO SUB PB 12- $122.759 E1/2 OF LOT 19- LOT 1 : -•_ : r BLK 5 LOT SIZE . -:.« •_,<• 5.000 X 108 OR 18477 - $147,759 06 02 1999 1 COC .•�.,_: IMEMENWOOMinfarWanimun' ' ..." 11111111mmmUMILIMINIMINUONIMNI MISINENNWIIMIEMPWWATAMILIEZZall MiliMMUMIIUMWM Olin UNIMOVIlet _ ii/ Emammamimmal ..: me r /Simi m=a MM _ A iagrni- a W a ma ■ i�1!'w, c ,0144 `. 3g1 ' egi m yy i t m Is mild I _ Mf � Mai W MU M / s 'i a in im aummmmiullmiaml ummmunmammilivammmm ti! / /f3i / ®// / 11 :MM _ _ _ .� / a■ ■� /mar iir�r _via ma in R N rr; Ego no■/i /inninn /eta/ n■/nn/■nnumn;ltn�y 7itimanninnun lf■III AIN ItilliM Ili IMINIIIIIIININ 1111111UMWOU MUM maamonmmmailmiarievalowim saa��i �ra�ai' ■ amma w a/ ■ / �° 'aa ems w ■�.� MAInmnonumw milmalmimmnamil nnnumnanninninnWnannwn BROW a� __a■ _R ■rii■ii =Iu . i1N �A • inns nin u, MI fit,._.. tir�� MMus /tt1�i,11�I m AMIMMMIMMIMM WIIIMMUMU Magmlim 0 i / III �rt�se�%Akr /'. annin nun mallillimum .............m.. m ammum 11 IIIIEN In .._ �iai ■i ma:� IMP. . III imaillialli a. F...� as a Amnia camar aaagammamil / s nu/ as /ar mum WIR nninmannnuglInmEN nn Sl ne� ■■viii iii' %ts re= S /aaaa mamma. I 1 -•.._ MIN wawa num mamma I I 03/09/20 - 11:35am gabrieis F:\01 Project Files\ 2010- MPS\400 Wind Charts\ Reference \00 -MPS10 -400 Series (Current).dwg 010 LORIDA BUILDING CODE & ASCE 7 -10 "ASD" D GN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height 30 15 DESIGN 20 PRESSURES (PSF) - ZONE Tributary Area (Sq Ft) 4 40 45 50 25 30 35 0 - 30 h+46.3 50.3 9.0 45.1 - 48.2 +44.3 - 47.5 +43.6 - 47.0 +43.0 -46.5 +42.6 -46.1 +42.2 - 45.7 +41.8 -45.4 +41.5 31 ft � 0- +46.7 -49.4 +45.4 -48.5 +44.6 - 47.8 +43.9 - 47.3 +43.3 -46.8 +42.9 - 46.4 - 46.1 -45.7 +41.8 +42.5 +42. 32 ft -51.0 +47.0 - 49.7 +45.7 - 48.8 +44.9 - 482 +44.2 -47.6 +43.6 -47.1 +43.2 - 46.7 +42.7 -46.4 +42.4 -46.0 +42.1 33 ft -51.3 +47.3 -50.0 +46.0 - 49.2 +45.2 -48.5 +44.5 -47.9 +43.9 -47.4 +43.4 : -47.0 +43.0 -46.7 +42.7 -46.3 +42.3 34 ft -51.6 +47.6 -50.4 +46.3 - 49.5 +45.4 - 48.8 +44.7 -482 +44.2 -47.7 +43.7 -47.3 +43.3 -47.0 +42.9 -46.6 +42.6 35 ft -51.9 +47.9 -50.7 +46.6 -49.8 +45.7 - 49.1 +45.0 - 48.5 +44.5 -48.0 +44.0 - 47.6 +43.6 - 47.2 +43.2 -46.9 +42.9 36 ft -52.2 +48.2 -51.0 +46.9 -50.1 +46.0 - 49.4 +45.3 -48.8 +44.7 - 48.3 +44.2 - 47.9 +43.8 -47.5 +43.4 -47.2 +43.1 37 ft -52.5 +48.4 -51.3 +47.2 -50.4 +46.3 - 49.7 +45.6 - 49.1 +45.0 -48.6 +44.5 - 481 +44.1 - 47.8 +43.7 -47.5 +43.4 38 ft -52.8 +48.7 -51.6 +47.4 -50.6 +46.5 - 49.9 +45.8 - 49.4 +45.2 - 48.9 +44.7 - 48.4 +44.3 -48.1 +43.9 -47.7 +43.6 39 ft -53.1 +49.0 -513 +47.7 -50.9 +46.8 -50.2 +46.1 - 49.6 +45.5 - 49.1 +45.0 - 48.7 +44.6 - 48.3 +44.2 -48.0 +43.9 40 ft -53.4 +49.2 -52.1 +47.9 -51.2 +47.0 -50.5 +46.3 - 49.9 +45.7 - 49.4 +45.2 - 49.0 +44.8 - 48.6 +44.4 -48.3 +44.1 41 ft -53.7 +49.5 -52.4 +48.2 -51.5 +47.3 -50.7 +46.5 -50.2 +46.0 -49.7 +45.5 - 492 +45.0 - 48.8 +44.7 -48.5 +44.3 42 ft -54.0 +49.7 -52.7 +48.4 -51.7 +47.5 -51.0 +46.8 -50.4 +46.2 - 49.9 +45.7 - 49.5 +45.3 - 49.1 +44.9 -48.8 +44.5 43 ft -54.2 +50.0 -52.9 +48.7 -52.0 +47.7 -51.3 +47.0 -50.7 +46.4 -50.2 +45.9 - 49.7 +45.5 - 49.3 +45.1 -49.0 +44,8 44 ft -54.5 +50.2 -53.2 +48.9 -52.2 +48.0 -515 +47.2 -50.9 +463 -50.4, +46.1 -50.0 +453 -49.6 +45.3 -49.2 +45.0 46 ft -55.0 +50.7 -53.7 +49.4 -52.7 +48.4 -52.0 +47.7 -51.4 +47.1 -50.9 +46.6 -50.4 +46.1 -50.0 +45.8 -49.7 +45.4 48 ft -55.5 +51.2 -542 +49.8 -53.2 +48.9 -52.5 +48.1 -51.8 +47.5 -51.3 +47.0 -50.9 +46.6 --50.5 +46.2 -50.1 +45.8 50 ft -56.0 +51.6 -54.6 +50.2 -53.7 +49.3 -52.9 +48.5 -52.3 +47.9 -51.8 +47.4 -51.3, +47.0 -50.9 +46.6 -50.6 +46.2 52ft -56.4 +52.0 -55.1 +50.7 -54.1 +49.7 -53.3 +449 -52.7 +48.3 -52/- +47.8 - 51.8 +47.3 -- 51.4 +46.9 -51.0 +46.6 54 ft -56.9 +52.4 -55.5 +5(1 -54.5 +50.1 -53.8 +49.3 -53.1 +48.7 -52.6 +48/ -52.2 +47.7 -51.8 +47.3 -51.4 +47.0 56 ft -57.3 +52.9 -55.9 +51.5 -54.9 +50.5 -54.2 +49.7 -53.6 +49.1 -53.0 +485 -52.6 +48.1 -52.2 +47.7 -51.8 +47.3 58 ft -57.8 +53.2 -56.4 +51.8 -55.4 +50.8 -54.6 +50.1 -54.0 +49.4 -53.4 +48.9 -53.0 +48.4 -52.6 +48.0 -52.2 +47.7 60 ft -58.2 +53.6 -56.8 +52.2 -55.8 +51.2 -55.0 +50.4 -54.3 +49.8 -53.8 +49.3 -53.3 +48.8 -52.9 +48.4 -52.6 +48.0 0 z - ra O H REMARKS INIT ISSUE DRWN GSS CHID TSB EXTERIOR ZONE 5 PRESSURES Mean Roof Height 10 15 DESIGN 20 PRESSURES (PSF) -ZONE Tributary Area (Sq Ft) 5 40 45 50 25 30 35 0 - 30 ft -62.1 +46.3 -59.6 +45.1 -57.9 +44.3 -56.5 +43.6 -55.4 +43.0 -54.5 +42.6 -53.7 +42.2 -53.0 +41.8 -52.4 +41.5 31 ft -623 +46.7 -60.0 +45.4 -58.3 +44.6 -56.9 +43.9 -55.8 +43.3 -54.9 +42.9 -54.1 +42.5 -53.4 +42.1 -52.7 +41.8 32 ft -62.9 +47.0 -60.4 +45.7 -58.7 +44.9 -57.3 +44.2 -562 +43.6 -55.3 +43/ -54.4 +42.7 -53.7 +42.4 -53.1 +42.1 33 ft -63.3 +47.3 -60.8 +46.0 -59.1 +45.2 -57.7 +44.5 -56.6 +43.9 -55.6 +43.4 -54.8 +43.0 -541 +42.7 -53.4 +42.3 34 ft -63.7 +47.6 -612 +46.3 -59.4 +45.4 -58.0 +44.7 -56.9 +44/ -56.0 +43.7 -55.1 +43.3 -54.4 +42.9 -53.8 +42.6 35 ft -64.1 +47.9 -61.6 +46.6 -59.8 +45.7 -58.4 +45.0 -57.3 +44.5 -56.3 +44.0 -55.5 +43.6 -54.7 +43.2 -54.1 +42.9 36 ft -64.5 -61.9 -60.1 -58.7 -57.6 -56.6 -55.8 -55.1 -54.4 +48/ +46.9 +46.0 +45.3 +44.7 +44.2 +43.8 +43:4 +43.1 37 ft -64.9 +48.4 -62.3 +47.2 -60.5 +46.3 -59.1 +45.6 -57.9 +45.0 -57.0 +44.5 -56.1 +44.1 -55.4 +43.7 -54.7 +43.4 -652 -62.7 -60.8 -59.4 -58.3 -57.3 -56.4 -55.7 -55.0 38 ft +48.7 +47.4 +463 +45.8 +45/ +44.7 +44.3 +43.9 +43.6 39 ft -65.6 +49.0 -63.0 +47.7 -61.2 +46.8 -59.7 +46.1 -58.6 +453 -57.6 +45.0 -56.8 +443 -56.0 +44.2 -55.3 +43.9 40 ft -65.9 +49.2 -63.3 +47.9 -61.5 +47.0 -60.1 +46.3 -58.9 +45.7 -57.9 +45/ -57.1 +44.8 -56.3 +44.4 -55.6 +44.1 41 ft -66.3 +49.5 -63.7 +48.2 - 61.8 +47.3 -60.4 +46.5 -59.2 +46.0 -58.2 +45.5 -57.4 +45.0 -56.6 +44.7 -55.9 +44.3 42 ft -66.6 +49.7 -64.0 +48.4 -62.1 +47.5 -60.7 +46.8 -59.5 +46.2 -58.5 +45.7 -57.6 +453 -56.9 +44.9 -56.2 +44.5 43 ft -66.9 -64.3 -62.4 -61.0 -59.8 -58.8 -57.9 -57.2 -56.5 +50.0 +48.7 +47.7 +47.0 +46.4 +45.9 +45.5 +45.1 +44.8 44 ft -67.3 +50.2 - 64.6 +48.9 -62.7 +48.0 -61.3 +47.2 -60.1 +46.6 -59.1 +46.1 -58.2 +45.7 -57.4 +45.3 -56.8 +45.0 46 ft -67.9 +50.7 -65.2 +49.4 -63.3 +48.4 -61.9 +47.7 -60.7 +47.1 -59.6 +46.6 -58.8 +46.1 -58.0 +45.8 -57.3 +45.4 48 ft -685 +51.2 -65.8 +49.8 - 63.9 +48.9 -62.4 +48.1 -6(2 +47.5 -60.2 +47.0 -59.3 +46.6 -585 +46.2 -57.8 +45.8 50 ft -69.1 +51.6 -66.4 +50.2 -64.4 +49.3 -63.0 +48.5 -61.7 +47.9 -60.7 +47.4 -59.8 +47.0 -59.0 +46.6 -58.3 +462 52 ft -69.7 +52.0 -66.9 +50.7 -65.0 +49.7 -63.5 +48.9 -62.2 +48.3 - 61.2 +47.8 -60.3 +47.3 -59.5 +46.9 -58.8 +46.6 54 ft -70.2 -67.5 -65.5 -64.0 -62.7 -61.7 -60.8 -60.0 -59.3 +52.4 +5(1 +50.1 +49.3 +48.7 +48.2 +47.7 +47.3 +47.0 56 ft -70.8 +52.9 -68.0 +51.5 -66.0 +505 -64.5 +49.7 -63.2 +49.1 -62.2 +48.5 -61.2 +48.1 -60.4 +47.7 -59.7 +47.3 58 ft -71.3 +53.2 -68.5 +51.8 - 66.5 +50.8 -65.0 +50.1 -63.7 +49.4 -62.6 +48.9 -61.7 +48.4 -60.9 +48.0 -60.2 +47.7 60 ft -71.8 +53.6 -69.0 +52/ - 67.0 +51/ -65.4 +50.4 -64.1 +49.8 -63.1 +49.3 -62.1 +48.8 -61.3 +48.4 -60.6 +48.0 DATE 03/05/12 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, P.E AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADOMONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERDFICATION. WIND VELOCITY = 175 MPH EXPOSURE 'C' ENCLOSED STRUCTURE, FLAT TERRAIN MRH <_60' BASED ON Kd = 0.85 - INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. TABLES VALID ONLY FOR BUILDINGS OF MEAN ROOF HEIGHT AS LIMITED ABOVE. 3. TABLES VALID FOR ALL ROOF TYPES & SLOPES. APPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 4. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED; USE- THE - PEAK- ROOF-HEIGHT. 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT • WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT? / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 9. FOR SITUATIONS THAT REQUIRE Kd =1.0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY° PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCp1 = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L. BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 5. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 7. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 8. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. i a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER,-BUT' NOT 'LESS :THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 2010 FLORIDA BUILDING CODE ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISOM ENGINEERING EXPRESS 160 SW 12th AVENUE, #106 DEERFIELD BEACH, FL 33442 PH: (954) 354 -0660 Fax: (954) 354 -0443 WWW.ENGEXP.COM CERT OF AUTH #9885 MIAMI SHORES BUILDING DEPARTMENT PRODUCT APPROVAL SCHEDULE / COMPARISON CHART Address: 53 NW 99 ST MIAMI SHORES FL 33150 IPermit No. Opening ID Window, Door or Mullion Product Acceptance # Product Approval Design Pressure Opening Design Pressure Rough Opening Size Shutter Required Yes / No Mullion Required Yes / No Impact Yes / No 1 DOOR 09- 0310.05 +75.0 -85.0 +46.3 -50.3 381/2 x 81 5/8 NO NO YES 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 03/08/2012 02:11 9546300217 Angelo Petreccia Eurotech Industries, Iitc 4201 NE 12 Terrace FORT LAUDERDASIEE, FLORA 33334 EUROTECH PAGE 02/04 Ref: NOA, No. 124208.03 - Aluminum Outswiug Entrance Dt or ENS Dear Applicant The Department of Peimittmg, Environment, and Regulatory Affairs's Product Control Section welcomes the opportunity to assist you and fih mks you for your confidence in our ability to serve you. If any further clarification is needed on your submittal, technical review personnel from our staffwill be contacting you. For tracking purpose, your application has been assigned the referenced number. Please use this number when querying the status of your file. You can also track the progress of your file at rniamidade.gov/pera . Again, thank you for choosing Marti-Dade Product Control Section as your certification entity. • You may contact our;office at any of the phone numbers listed below if ru have any additional questions. Sincerely, Jaime D. Casson, P4 Product Control Section Supervisor Department of Fermi g, Enviro rent and Regulatory Affairs Board And Code Adnunls tion Division 11805 S.W. 26th S' tet (oral Way), Room 208 Miami, P133175- 247;4 Tel. (786)315 -2590 Fax. (786)315-2599 cc: File 1 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 250 NE 32 Street Fort Lauderdale, FL 33334 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 (AIU). ' 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 materiel within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door -LMI APPROVAL DOCUMENT: Drawing No. W04.O1, titled "Aluminum Outswing Entrance Door", sheets 1 through 5 of 5, dated 01 /15 /04 and Iast revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Vigar, 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 • Limitations: 1. Single orr double doors may be mulled with approved clipped mullion or sidelites or transom (under separate approvals), lower designrating shall apply and such installation to be reviewed & approved by AHJ. LABELING: Each unit shall bear a permanent label withthe 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 renews & revises NOA No. 08- 0507.10 consists of this page 1. and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq 1. Chanda, P.E. MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST 1FLAGLER STREET, SUITE 1603 MIAMI,.FLORIDA 33130 -1563 (305)375 -2901 FAX (305) 375 -2908 www.xniamidade.gov/buildingcode PPROY.tni ,` { NOA No 09- 0310.05 Expiration Date; June 10, 2014 Approval Date: June 24, 2009 Page 1 Enrotcch Industries Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 08- 0507.10) 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door ", sheets 1 through 5 of 5, dated 01/15/04 and last revised on June 02, 2009, prepared by AL- Farooq Corporation, signed and sealed by Arshad Viqar, P.E. . B. TESTS (transferred from file # 08- 0507.10) 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) Forced Entry Test, per FBC 2411 3.2.1 and 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 installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s). HETI- 08 -2021, 08 -2022, 08 -2023 and 08 -2024, all dated 03/15/08, signed and sealed by Candido Font, P.E. 2. Test reports on 1) Air Infiltration Test, per PBC, 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 and TAS 202 -94 5) Large Missile Impact Test per FBC, TAS 201 -94 6) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with installation diagram of aluminum outswing door, prepared by Hurricane Engineering Testing Inc., Test Report No(s).1HETI 03 -1882, 08- 1889, 08 -18890 and 08-2024, dated 01/15/04 thru 02/09/2004, all signed and sealed by Rafael E. Droz -Seda, P.E. (transferred from file # 06- 1019.06) - 3. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI -04 T100, dtd 01/29/04, tested per ASTM E8 -01, signed & sealed by Rafael E. Droz -Seda, P.E. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared by Al Farooq Corp., dated 04/28/08 and last revised on 06. 02.09, signed and sealed by Arshad Vigar, P.E. 2. Complies with ASTM El 300 -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 for "SentryGlasPlus ", expiring on 01/14/2012. 2. Notice of Acceptance No. 05- 1208.02 issued to "EL DuPont Denemours" for `DuPont Butacite PVB" dated 02/15/01, expiring on 12/11/10. F. STATEMENTS 1. Statement letter of conformance & no financial interest, dated June 02, 2009, signed and sealed by Arshad ' Vigor, P.E, 2. Statement letter of lab compliance, part of above test reports. G. OTHER 1. This renews & revises NOA # 08- 0507.10, expiring June 10, 2009. 2. Test proposal # 07 -3527 approved by BCCO. \41041 I. LL41 Kai Ishaq L Chanda, P.E. Product Control Examiner NOA No 09- 0310.05 Expiration Date: June 10, 2014 Approval Date: June 24, 2009 E -1 S' MAX. HEA CORNERS (2) ADO., ANCHORS AT 3' 0.0. AT MTG. STILE ENDS RED. FOR W000 OR WOOD BOOK ONLY DOOR HINGES 1 SEE SHEET 2 FOR 011ANTITIEST & CAPACITY 13' MAX. HEAD/SILL 5' MAX. CORN RS 1 ei 1 FOR SIDEUTE NOA I I RATING ANO DETAILS i 1 /r ! 1 ,.41 >t 1 I ' .. r$7 J M S m 7q 1r /,.1 SE' / su:IlvC / LEAF II -- Ii 11 \ / ,� - \ ii II __11 1 Q 11 / Q • - -_— �\ \ ; ( S 1 1 \ N' _y IN— ^Vtuvc LEAF II ====r,...= ,% ___�— -- _-- .4i / 11 / I _ \ \ II 1 / / 11 / 11' - --. II i11111 I4rrrra•»w>t:.11111►I 11 i ICI 3914 —SASE COU817 SEE SEPARATE NON ALUMINUM OUTSWI G ENTRANCE DOOR APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (Xx) LEAF (00RS. ALSO SINGLE AND DOUBLE DOORS IN COMBINATION WTTH SIOEUTES USING MIAMI —DADE ,COUNTY APPROVED MULLIONS IN BETWEEN. ALSO SINGLE AND DOUBLE DOORS WITH OR WITHOUT SIDELITES 94 COMBINATION WlfH TRANSOMS USING MIAMI —DADE COUNTY APPROVED MULLION IN BETWEEN. LOWER. DESIGN PRESSURES FROM DOOR, SIDELITE OR MULLION APPROVAL WILL APPLY TO MIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOLAREMENTS OF THE FLORIDA BUILDING CODE 20137 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (wiz). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS MOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESS8NG OR STLJCCO. 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 9000 ONLY MATERIALS INCLUDING BUT NOT L84RE0 70 STEEL/METAL SCREWS, THAT COME INTO CONTACT YAT14 OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 39 1/8' LEAF R70TH THESE DOORS ARE RATED FOR LARGE if SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Env: ARSHAO 9081? CML FL& PE Y 38883 CAN. 3538 2 2009 .•1 PRli9UC1' MEWED as Me S 8>iWWm Walton Date 68 /O 'Ff V 2.41(4..t I o �rJNa o6a 3 0 a" drawing no. W04-01 (shoot 1 of 5, ) \ DESIGN WAD CAPACITY - PSF SINGLE (70 DOORS DOOR 612E GLASS TYPE 'A' WIDTH 14EIGH1 EXT. ( +) INT. ( -) 2/8 AS MOD. 75.0 85.0 3/0 8/8 75.0 85.0 3/8 7/0 75.0 85.0 2/6 1/ LEAF 79.0 85.0 3/0 7/0 75.0 85.0 3/8 8/1 75.0 83.0 2/8 A81340 ARE FOR 75.0 85.0 3/0 8/0 75.0 85:0 3/8 6063 -16 75.0 85.0 DOORS APPROVED FOR INSTALLATIONS IYHPRE WATER INFILTRATION RESISTANCE IS REQUITED. .LOCKS SINGLE DOORS; 3 POINT LOCK SYSTEM AT AOME LOCK SOLE 36' FROM 6011011. NET OPERATED ON EXTERIOR AND RIMS TURN ON INTERIOR STRIKE PLATE 1 -1/4" X 1/4' X 18 -1/4" LONG ATTACHED NILE (2) 98 X 3/4' 5115 HINGES SINGLE DOORS' TWO-HANDED COMB KING EXTRUDED *111.614011 TIROS 2 BY 'JESSE' (5) PER LEAF AT E. 12 ", 35 ". 113-1/2" AND 82 -1/2° FROM TOP OF DOOR DESIGN LOAD CAPACITY - PSF SINGLE '(E) DOORS DOOR sin GLASS TYPE '0' W10174 HEIGHT EXT. ( +) TNT. (-) 2/6 AS MOD. 100.0 140.0 3/0 8/8 100.0 140.0 3/3 7/0 100.0 140.0 2/6 1/ LEAF 100.0 140.0 3/0 7/0 103.0 140.0 3/3 8/1 100.0 140.0 2/8 A81340 ARE FOR 100.0 140.0 3/0 8/0 100.0 140.0 3/3 6063 -16 100.0 140.0 DOORS APPROVED FOR INSTALLATIONS MERE WAFER DITILTNAIION RESISTANCE ,S RUSSETS LOCKS SINGLE DOORS; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOLTON OF ACME LEAF PART 902181 ATTACHED tAITH (4) 910 X 1 -1/2" WAS. 3 POINT LOCK 231,11:11 M ACTVE LOCK 318.E 38' FROM 601TOM. KEY OPERATED ON EXTERIOR AND THUMB 1111144 ON IHH3ROR. STRKE PLATE 1 -1/4" X 1/4" K 10 --1/4' LONG ATTACHED WI1H (2) 18 X 3/4" SMS BINGES SINGLE DOORS; TWO -HANDED COMB 68.0 EXTRUDED 3.1.311484011 mom 2 8Y 0 ' (7) PER LEAF AT 7/0 AND 8/0 DOORS AT 3', $' AND 26 -3/8' FROM TOP AND BOTTOM. ONE AT 111DSPAN PER tar a eva DOORS A7) 3", 9" AND 28-3 /8' FROM TOP AND BOTTOM • DESIGN WAD CAPACITY - PSF DOUBLE (EX) DOORS DOOR 332E CLASS TYPE 'A' OR 'B' WIDTH HEIGHT EXT. (4) WT. ( -) 5/0 AS MOD. 753 75.0 6/4 6/8 75.0 75.0 5/0 7/0 75.0 750 6/4 1/ LEAF 75.0 75.0 5/0 4 75.0 75:0 8/4 8/1 75.0 75.0 LOADS SHOWN A81340 ARE FOR SILL BASE INSTAWITIINS RESISTANCE WHERE WA1ER 'S NOT REOUiRED. WFLTRADON LINO OTTER:CR(4) LOADS TO 48 PSF FOR INSTALIATONS WHERE WATER WFILTRATON RE8SIAt55 IS REQUIRED. 17014 8 PART 9 REV. 0850 161308 M*TERTAL MR1F. /$1P7U514/oe IMIKS 1 011908 AS MOD. 0008 FRALIE 6083 -T8 - 2 . ER012 AS 5850. DOOR LEAF 6083-T6 - 3 1121558 1/ LEAF 00011 BASE BOARD 6083 -T6 - 4 .v2 -1483 1/ DOOR FRAME 51.1. 6003 -16 - g - 1/ DOOR SILL BASE 6063 -T8 - B VZ -1481 AS RECO. ASTRAGAL STILE 6063 -16 - T V2-1933 4/ LEO OWING BEAD 6083 -16 - 6 2801 AS REDO. SATING 0AoKBT VINY1. - 10 1001/$0 1/ CORNER CORNER KEY ALUMIN W 56NDCELLO 11 006008 4/ LEAF HMM;1S A1.OMWUM CJESSE 12 910 X 3/0" 4/ HINGE 6840E INSTALLATION SCREWS - PTT MACHINE SCREWS 13 - AS RE00. BULB 9P51RIPPING - - 14 910 II 2' AS REOD. ASSEU81Y =ENS - 1411 SELF 01801780 15 912 X 1 -1/4 - FRAME ASSEMBLY SCREWS - 5MS LOCKS DOUBLE DOORS; ACTIVE 1 FAF- MANUALLY OPERATED CONCEALED FLUSH 80178 AT TOP AND BOTTOM OF ACTIVE LEAF PART 902181 ATTACHED WITH (4) 98 X 1 -1/2" 5115. • 3 POINT LOOT SYSTEM AT ACTIVE LOCK STILE 38" FROM BOTTOM. 1057 OPERATED ON EXTERIOR AND THUMB TURN ON DTIEIAOR. MACn8F LEAF MANUALLY OPERATED CONCEALED FLUSH sours AT .7O1 AND 8011(114 OF INACTIVE LEAF pMT 902188 ATTACHED WRH14) 95 5 1 -1/2' SAS. HINGES DOUBLE DOORS; TWO - HANDED COMB HWO EXTRUDED ALUMINUM BRIDGE 2 BY 'CIESSE (9) PER LEAF AT 8 ", 12 ", 35'. 63 -1/2" AND 82 -1/2" FROM 10P OF DOOR NOTE TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARPING. 3/16" HEAT STRET4'0 GLASS .000" IHTER44YER BUTACDE F663 DT 'DUPONT 3/16' HEAT S1REN'O GLASS 3/16' HEAT STREN'D GLASS .100" 87TERLATER SEH0RYGLAS PUUS BY 'DUPONT 3/18" HEAT STBEN'D GLASS SILICONE • GE SOS 2800 5611.1.02E 11 SILICONE GE SOS 2300 %I-GLAZE 0 GLASS TYPE ' LASS TYPE '11' pRonucriumnD isemplemilriattensik Amsosagerve 87.167 1. I.a.,,ii- TE: Dirtsion GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM 01300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 C11^ AR6100 WAR FLA. PPE 938383 t JUN 0 2 23109 r e �1QW? 3.3 b° drawing no W04 -01 {shee(2 of g � WOOD BUCKS AND METAL STRUCTURE NOT BY EUROTECH MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING 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 1/4" DIA. TEKS /DR —FLEX IE v DRI L 1NG Sgir S {GRADE B CTS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS If INTO METAL STRUCTURES STEEL : 1/8" TFI<. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -15 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 re = 3000 PSI MIN. C -60 HOLLOW/FlU.ED BLOCK rm.= 2000 PSI mw. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 30729 SEALANTS. Crv0. Ac PE p e51.14. . asp JUN 0 Z 2003 a i P S • drawing no. W04 -01 (sleet 3 of 5 ACTIVE LEAF ® IN- ACTIVE LEAF IIMMIIIIIN 0 CD 1.815 DOOR FRAME 0 3.873 i 2.047 - 2} DOOR LEAF FRAME TOP CORNER .067 3.177 3.937 DOOR BASE BOARD 1.417 .571 �k- i.772 -W FRAME SILL FRAME BOTTOM CORNER rilAKTRENTWED k1. ,FAF CORNERS ASTRAGAL STILE 1000 .848 SILL BASE 1.016 1.201 GLAZING BEAD Env: ANS1i40 CCM Mai 38883 C 3638 JIJN D 2 2009 drawing . m. W04 -01 (sheet 5 o 5,