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WS-08-977
Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Project Address 14 NW 109 Terrace Miami Shores Village, FL 1121360110180 Block: Lot JAMES GRYBOWSKI Contractor(s) CALVARY INDUSTRIES INC Phone Cell Phone (954)458 -1016 Type of Work: WINDOWS AND DOOR No of Openings: 15 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $7.80 $2.60 $250.00 $9.00 $6.25 $275.65 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Friday, June 13, 2008 Parcel Number Total $ 0.00 $ 0.00 Payment Type: Amt Paid I Amt Due $ 0.00 c ain2.42 'JUN 1 P AID Valuation: Total Sq Feet June 13, 2008 Date Expiration: 12/10 /2008 Applicant $ 13,000.00 298 Available Inspections: Inspection Type: Final Final Shutters Window Door Attachment Shutter Attachment 1 c4\01 ,' 'u • Las BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Roo mg (( Owner's Name (Fee Simple Titleholder) V. bw► rC ) Phone # Owner's Address 14 ta0 1 S+ City Kokrn 5 ' reS State V Tenant/Lessee Name 1 Job Address (where the work is being done) 5 ) 6- City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company Name C S°r"t-a.es5 Phone # C � S'j 4 5? 1 t Contractor's Address SC 6 . 'r �T City uL3 ® State 6° �- ° Zip 3 3 ® J Qualifier Name - 1-t 05 ice 5 74.1. . Phone # State Certificate or Registration No. 56c,43/1/ .6r0 3 Certificate of Competency No. Architect/Engineer's Name (if applicable) C ®'reZ® P Phone # rsq ) +4 Li 6 Value of Work For this Permit $ / 3 eco co • Type of Work: Describe Work: Addition Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 ZipMC� Phone # 3701 4 7 L8 Square / Linear Footage Of Work: 2 92 DAlteration ONew D Repair/Replace Permit No. l itA 0 B t ter Permit No. 15 cr?atot s. ***************************************F :********* �x�x+ x�x�:a�a�****�x�x�xa� *a:�x�:*** Submittal Fee $ Permit Fee $ s O l o CCF $ 1' Notary $ Training/Education Fee $ Q ' (Co O Technology Fee $ CO • 25 Scanning $ O.00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ /� C� Structural Review. $ Total Fee Now Due $ 2 l o See Reverse side -4 0 Demolition CO /CC Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) / frto Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and .. that . all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature / A Owner or Agent / or The foregoing instrument was acknowledged before me this 2,5 The foregoing instrument was acknowledged before me this 04e day of H , 20( , by n H-- 15 , day of ` r' ,20Of, * Sca Se AS �J who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: 1 II • =1,,�� ' s, Commission iu4uau JENNIFER WISINSKI tary`Publtc - s.Mar116,2009 Assn. My Commission Expires: + k******** ****lk*&$- ***+ klk+ k*lk***** **+ k*lkga+ k*% k**+ klk*+ k*********** ati ****** * * * * * * *** * * *** *lk***** * ** klk***+k*lk*lklk**+k *+k***** APPLICATION APPROVED BY: (Revised 07/10/07) Signature NOTARY PUBLIC: 11 Sign: ''4 1: ,�.. Print: : O 4 ' JENNIFER WISINSKI No i ry Public - tatp of Florida p My Co mmission Expires: Plans Examiner Engineer Zoning IMMO Man LIMO MUM m•r. -. IMPIPOIN WNW elraway g MEM mem 0.1 — m —�, .moo• ....; rc = w I +7 C ..-t ti res ca Cc 0 LL/ CO 0 sc CC W s-- t Clt u- Lr l GC 4Z w sr: 1 r h- o ce C. CI This Instment Prepared By Name .5 L) L.i tt S • S q)44 al Address eta k'4 iO 0 Permit No. STATE OF F t- 0 , COUNTY OF Af f.o THE UNDERSIGNED hereby gives notice that improvement MI be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descri tion of property: (legal description of property, and street address 11 available) 1 n� i0 ST • H4 4.i -Lc FL. 33135 2. General description of improvement -1 1 LA- (VW Gth PO (04 'M oor 3. Owner information a. Name and address: f }7 $ 4.2fa 0 b. Interest in property: / ,, # Si' 1414 re/ P(,. 2,� c. Name and address of fee 'mple titleholder (Ifothertt'ian owner): .3 4. Contractor: a. Name and address ALA/ (..4.1) � /� b:' Phone number ( co/zoo r 5 7 140({ ca O D C �'�--.32 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender a. Name and address: b. Phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 8. In addition to himself, Owner designates the following person(s) to recmlve a copy of the Lienor's Notice as provided In Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. rro cf NOTICE OF COMMENCEMENT The foregoing instrument was acknowledged before me this (name of person) as authority, ...e.g. officer, trustee, attorney In fact) for behalf of whom instrument was executed). `mod a o r P �• , JENNIFER WiSiNSKI 4 / Notary Public - State of Florida -• • =MY Commission Expires Mar 16, 2009 1 %% � Commission # DD 408068 Bonded By National Notary Tax Folio No. + 2 (340 ft Signature of Owner or Owner's Authorized Officer/Director Partner/Manager Signatory's Title/Office u'D l7 al4 St �i/ day of 2.1 i(Year) by (ham of (name of party on Sig = of Note bile – State of Florida Print, pe, or Stamp Commissioned Name of Notary Public Commission Number Personally Known 'r Produced Identification Under penalties of penury, I declare that I have read the foregoing and that the fads stated in It are true to the tit of my knowledge and belief. . Signature of tr cal g sokigttglove MUNN MUM OPIPOSIIM aass9 01118011111 This Instneent Prepared By Name 01-4. L) e • S Address / q,x1 6:424 Ni c - . / U ca,rs Permit No. STATE OF Loaf Q COUNTY OF A > .4.] THE UNDERSIGNED hereby gives notice that improvement 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. 1. Description property: (legal description of property, and street address if available) i - H44.i -Lc FA. '3 3t3€ 2. General description of improvement: Ca = tea, = w 0 G1 3. Owner Information mon ... to -' v , .0 + /SR.a215 .0,J -o- a. Name and address: Os f - `" r'. U- b. Interest in property: J Li "/ f g er S 7 ki14 re 1 PL. ,�, ? �3 8 1 c. Name and address of fee . imple titleholder (other than owner): • er (l w 4. Contractor r "7 C-4 . 1 j r•re,/ • a. Name and address: e� C-4 b. Phone number. � t4, � J �s' C`4 ° -.:� co 6124 or S . _ . 5. Surety '_ =' W a. Name and address: Q3 C...1 1 .1" w 'Cr b. Amount of bond $ Ca >" u c. Phone number: IN ^d c W c,:roa w *s 6. Lender a. Name and address: riot.) b. Phone number. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. • 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. The foregoing instrument was acknowledged before me this 0 19 1 day of ► (, - / p year) by (name of person) as (type of authority, ...e.g. officer, trustee, attomey in fact) for (name of party on behalf of whom instrument was executed). JENNIFER WISINSKI Notary Public - State of Florida •My Commission Expires Mar 16, 2009 Commission # DD 408068 Bonded By National Notary Assn. e ca NOTICE OF COMMENCEMENT Signature of Owner or Owner's Authorized Officer /Director Partner /Manager 796u /D /1® ,3 Signatory's Titie/Office Sig e of Note ublic - State of Florida Print; pe, or Stamp Commissioned Name of Notary Public Commission Number Personally Known _,Zrir Produced Identification on ' u = uant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. Signature of Nrral Pers igning Above 13 14 nw 109 st miami shores fl 33168 sommi 15 .14 bedroom mom garage 12 Garage door NO i 5' 1_.__ M ETC EG kE.55 1 bedroom I 1 3 math i bedroom 6.. � bath � I.1 o 71 11 10 9 8 7 VMO 30 Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 42.7 41.6 40.8 40.2 39.7 39.2 38.9 38.5 38.3 - 46.3 - 45.2 -44.4 - 43.8 - 43.3 - 42.9 - 42.5 - 42.2 -41.9 16 43.3 42.2 41.4 40.7 40.2 39.8 39.4 39.1 38.8 - 47.0 - 45.8 -45.0 - 44.4 - 43.9 - 43.4 -43.1 - 42.7 -42.4 17 43.9 42.7 41.9 41.2 40.7 40.3 39.9 39.6 39.3 - 47.6 - 46.4 -45.6 45.0 - 44.4 - 44.0 - 43.6 - 43.3 -43.0 18 44.4 43.2 42.4 41.7 41.2 40.8 40.4 40.1 39.7 -48.2 - 47.0 -46.2 - 45.5 - 45.0 - 44.5 - 44.2 - 43.8 -43.5 19 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 - 48.7 - 47.5 -46.7 - 46.0 - 45.5 -45.1 - 44.7 - 44.3 -44.0 20 45.4 44.2 43.3 42.7 42.1 41.7 41.3 41.0 40.6 - 49.2 -48.0 - 47.2 - 46.5 -46.0 -45.5 - 45.1 - 44.8 -44.5 46.3 45.1 44.2 43.6 43.0 42.5 42.1 41.8 41.5 - 50.2 -49:0 48.1 47.5 46.9 46.5 46.1 45.7 45.4 24 47.2 45.9 • 45.0 • ' 44.4 43.8 43.3 42.9 42.6 42.2 . -51.2 '. -44.9 49.0 - 48.4 - 47.8 - 47.3 - 46.9 - 46.6 -46.2 26 48.0 46.7 45.8 45.1 44.5 44.1 43.6 43.3 42.9 -52.0 -50.8 -49.9 - 49.2 - 48.6 - 48.1 - 47.7 - 47.3 -47.0 28 48.7 47.4 46.5 45.8 45.2 44.8 44.3 44.0 43.6 -52.8 -51.6 -50.7 - 49.9 - 49.4 - 48.9 - 48.5 - 48.1 -47.8 30 49.4 48.1 47.2 46.5 45.9 45.4 45.0 44.6 44.3 -53.6 -52.3 -51.4 -50.7 -50.1 - 49.6 - 49.2 - 48.8 -48.5 32 50.1 48.8 47.9 47.1 46.5 46.0 45.6 45.2 44.9 -54.4 -53.0 -52.1 -51.4 -50.8 -50.3 - 49.8 - 49.5 -49.1 34 50.8 49.4 48.5 47.7 47.1 46.6 46.2 45.8 45.4 -55.1 -53.7 -52.8 -52.0 -51.4 -50.9 -50.5 -50.1 -49.7 36 51.4 50.0 49.1 48.3 47.7 47.2 46.7 46.3 46.0 -55.7 -54.4 -53.4 -52.7 -52.1 -51.5 -51.1 -50.7 -50.3 38 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 -56.4 -55.0 -54.0 -53.3 -52.6 -52.1 -51.7 -51.3 -50.9 40 52.5 51.1 50.2 49.4 48.8 48.2 47.8 47.4 47.0 -57.0 -55.6 -54.6 -53.8 -53.2 -52.7 -52.2 -51.8 -51.5 53.6 52.2 51.2 50.4 49.8 49.2 48.8 48.3 48.0 -58.1 -56.7 -55.7 -54.9 -54.3 -53.8 -53.3 -52.9 -52.5 48 54.6 53.1 52.1 51.3 50.7 50.1 49.7 49.2 48.9 -59.2 -57.8 -56.7 -55.9 -55.3 -54.8 -54.3 -53.9 -53.5 52 55.5 54.0 53.0 52.2 51.5 51.0 50.5 50.1 49.7 -60.2 -58.7 -57.7 -56.9 -56.2 -55.7 -55.2 -54.8 -54.4 56 56.4 54.9 53.8 53.0 52.3 51.8 51.3 50.9 50.5 -61.2 -59.7 -58.6 -57.8 -57.1 -56.6 -56.1 -55.6 -55.3 60 57.2 55.7 54.6 53.8 53.1 52.5 52.0 51.6 51.2 - 62.0 -60.5 -59.5 -58.6 -58.0 -57.4 -56.9 -56.5 -56.1 Mean Roof Height Tributary Area (sq. ft) (ft) 10 15 20 25 30 35 40 45 50 15 42.7 41.6 40.8 40.2 39.7 39.2 38.9 38.5 38.3 -57.2 -55.0 -53.4 -52.1 -51.1 -50.2 - 49.5 - 48.9 -48.3 16 433 42.2 41.4 40.7 40.2 39.8 39.4 39.1 38.8 -58.0 -55.7 -54.1 -52.8 -51.8 -50.9 -50.2 - 49.5 -48.9 17 43.9 42.7 41.9 41.2 40.7 40.3 39.9 39.6 39.3 -58.7 -56.4 -54.8 -53.5 -52.5 -51.6 -50.8 =50.2 -49.6 18 44.4 43.2 42.4 41.7 41.2 40.8 40.4 40.1 39.7 -59.4 -57.1 -55.4 -54.2 -53.1 -52.2 -51.4 -50.8 -50.2 19 44.9 43.7 42.9 42.2 41.7 41.2 40.9 40.5 40.2 -60.1 -57.8 -56.1 -54.8 -53.7 -52.8 -52.0 -51.3 -50.7 20 45.4 44.2 43.3 42.7 42.1 41.7 41.3 41.0 40.6 -60.8 -58.4 -56.7 -55.4 -54.3 -53.4 -52.6 -51.9 -51.3 46.3 45.1 44.2 43.6 43.0 42.5 42.1 41.8 41.5 -62.0 -59.6 -57.8 -56.5 -55.4 -54.5 -53.7 -53.0 -52.3 24 47.2 45.9 45.0 44.4 43.8 43.3 42.9 42.6 42.2 -63.2 -60.7 -58.9 -57.5 -56.4 -55.5 -54.7 -53.9 -53.3 26 48.0 46.7 45.8 45.1 44.5 44.1 43.6 43.3 42.9 - 64.2 -61.7 -59.9 -58.5 -57.4 -56.4 -55.6 -54.8 -54.2 28 48.7 47.4 46.5 45.8 45.2 44.8 44.3 44.0 43.6 -65.2 -62.7 -60.8 -59.4 -58.3 -57.3 -56.5 -55.7 -55.0 30 49.4 48.1 47.2 46.5 45.9 45.4 45.0 44.6 44.3 -66.2 -63.6 -61.7 -60.3 -59.1 -58.1 -57.3 -56.5 -55.8 32 50.1 48.8 47.9 47.1 46.5 46.0 45.6 45.2 44.9 -67.1 -64.5 -62.6 -61.1 -59.9 -58.9 -58.1 -57.3 -56.6 34 50.8 49.4 48.5 47.7 47.1 46.6 46.2 45.8 45.4 -68.0 -65.3 -63.4 -61.9 -60.7 -59.7 -58.8 -58.0 -57.3 36 51.4 50.0 49.1 48.3 47.7 47.2 46.7 46.3 46.0 -68.8 - 66.1 -64.2 -62.7 - 61.4 -60.4 -59.5 -58.7 -58.0 38 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 -69.6 -66.8 - 64.9 - 63.4 - 62.1 -61.1 -60.2 -59.4 -58.7 40 52.5 51.1 50.2 49.4 48.8 48.2 47.8 47.4 47.0 -70.3 -67.6 -65.6 -64.1 -62.8 - 61.8 - 60.9 -60.1 -59.3 53.6 52.2 51.2 50.4 49.8 49.2 48.8 48.3 48.0 -71.7 -68.9 -66.9 - 65.4 -64.1 -63.0 -62.1 - 61.3 -60.5 48 54.6 53.1 52.1 51.3 50.7 50.1 49.7 49.2 48.9 -73.1 -70.2 -68.2 -66.6 -65.3 - 64.2 - 63.2 - 62.4 -61.7 52 55.5 54.0 53.0 52.2 51.5 51.0 50.5 50.1 49.7 -74.3 -71.4 -69.3 '-67.7 - 66.4 - 65.3 - 64.3 -63.5 -62.7 56 56.4 54.9 53.8 53.0 52.3 51.8 51.3 50.9 50.5 -75.5 -72.5 -70.4 - 68.8 - 67.4 - 66.3 - 65.3 -64.5 -63.7 60 57.2 55.7 54.6 53.8 53.1 52.5 52.0 51.6 51.2 -76.6 -73.6 -71.4 -69.8 - 68.4 - 67.3 - 66.3 -65.4 -64.6 2004 FLORIDA BUILDING CODE WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING per ASCE 7 -02 FOR BUILDINGS WITH MEAN ROOF HEIGHT OF 60 FEET OR LESS DESIGN PRESSURES FOR INTERIOR ZONES ( "Zone 4 ") DESIGN PRESSURES FOR EXTERIOR ZONES ( "Zone 5 ") General Notes 1 These tables are not valid as a site - specific drawing 2 These tables are only valid when signed and embossed with raised impression seal by Emma T. Mellinger, P.E. 3 No alterations or markings on this document are permitted 4 These tables apply to walls and vertical surfaces only. 5 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the goveming building department and permit holder. 6 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 7 This document is the work and prupv[ty of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. Category 5 Engineering Services, Inc. 2641 E. Atlantic Blvd. #307, Pompano Beach, FL 33062 (954) 784 - 6991 (954) 781 - 5708 fax CA # emma(61cces.cont ,108 SITE LOCATION: WINO SPEED = 140 MPH. EXPOSURE "C" These tables arrsalid for the folowino conditions only: 1 Wind Speed (3- second gust): 140 mph. 2 Building Category. II (General Residential and Commercial Construction). 3 Importance Factor. 1.0 4 Exposure Category: C 5 Topographic Factor (Kzt): 1.0 (Flat Terrain) 6 Directionality Factor (Kd): 0.85 For situations requiring Kd =1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Gcpi: +- 0.18 8 Enclosed Budding Consult an Engineer for any other cnndition.t Instmctions 1 Tables show the "worst case" design pressures, with any unknown variable at its critical condition. 2 Tables are valid only for mean roof heights of 60 feet or Tess. 3 Tables are valid for any roof slope For reductions for roof slopes less than 10 degrees, consult Engineer for site specific analysis. 4 Calculate the average roof height. If average cannot be determined, use the peak roof height. Round up the roof height to the next highest table value. 5 Calculate the tributary area (length s height) of the opening in question. Round the tributary area down to the nest smallest table value. lithe tributary area is unknown, use the most critical value (10 square feet). 6 Area between structural mullions shall be used as tributary area. 7 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer than distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 8 Distance "a," as refired to above, shall be calculated as the smaller of 10% of the minimum building width or 40% of the height, but not less than 3 feet. 9 Read the worst case positive and negative design pressures for use as required by governing building department. Emma T. Mellinger, P.E. FL P.E. # 50049 Date: November 6, 2006 Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 14 NW 109 Street Permit No. Opening ID Deaription of Window or Door or Mullion Product Acceptance Number Product Approval Design Pressure Opening Required Pressure Rating Rough Opening Size Shutter Required Mullion Required Impact ( +ps, f) ( -ps, f) ( +psf) ( -ps, f) Y N Y N Y N 1 Door 04- 0428.03 75.0 -110.0 44.1 -57.5 39 x 80 N N Y 2 Horizontal Roller 06- 1020.05 75.0 -85.0 42.3 -54.0 111 x 50 5/8 N N Y 3 Horizontal Roller 06- 1020.05 75.0 -85.0 46.5 -62.2 37 x 26 N N Y 4 Horizontal Roller 06- 1020.05 75.0 -85.0 44.6 -58.4 53 1/8 x 50 5/8 N N Y 5 Horizontal Roller 06- 1020.05 75.0 -85.0 44.4 -58.1 74 x 38 3/8 N N Y 6 Horizontal Roller 06- 1020.05 75.0 -85.0 44.4 -58.1 74 x 38 3/8 N N Y 7 Horizontal Roller 06- 1020.05 75.0 -85.0 44.6 -58.4 53 1/8 x 50 5/8 N N Y 8 Horizontal Roller 06- 1020.05 75.0 -85.0 46.5 -62.2 26 1/2 x 38 3/8 N N Y 9 Horizontal Roller 06- 1020.05 75.0 -85.0 42.9 -55.1 74 x 63 N N Y 10 Door 04- 0428.03 75.0 -75.0 44.3 -57.9 36 x 82 N N Y 11 Horizontal Roller 06- 1020.05 75.0 -85.0 42.9 -55.1 74 x 63 N N Y 12 Horizontal Roller 06- 1020.05 75.0 -85.0 46.2 -61.8 40 1/2 x 38 3/8 N N Y 13 Horizontal Roller 06- 1020.05 75.0 -85.0 46.5 -62.2 37 x 38 3/8 N N Y 14 Horizontal Roller 06- 1020.05 75.0 -85.0 44.6 -58.4 53 1/8 x 50 5/8 N N Y 15 Horizontal Roller 06- 1020.05 75.0 -85.0 44.6 -58.4 53 1/8 x 50 5/8 N N Y CATEGORY5 Engineering Services, Inc. The required opening pressures were calculated in accordance with ASCE 7 -02 "Minimum Design Loads for Buildings and Other Structures," and the 2004 Florida Building Code using the following input parameters: Mean Roof Height (ft) 15 Edge Strip Width (ft) 3 Roof Slope (x:12) 3 Wind Velocity (mph) 146 Importance Factor 1.00 Exposure Category C Gcpi (+ -) 0.18 1600 S. Federal Highway. #207, Pompano Beach, FL 33062 (954) 784 -6991 Tel / (954) 781 -5708 Fax Emma T. Mellinger, P.E. FL PE# 50049 Date Our Ref 5/27/2008 CI H1080527 M 1 A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Eurotech Industries, Inc. 250 NE 32 Street Ft. Lauderdale, FL 33334 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAMER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 S COPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Aluminum Outswing Entrance Door APPROVAL DOCUMENT: Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door — Impact.", sheets 1 through 5 of 5, prepared by AL-Farooq Corporation, dated 01/15/04, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence page E -1, and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, P.E. NOA No 04- 0428.03 Expiration Date: June 10, 2009 Approval Date: June 10, 2004 Page 1 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W04 -01, titled "Aluminum Outswing Entrance Door -Impact.", sheets 1 through 5 of 5, prepared by AL- Farooq Corporation, dated 01/15/04, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. HTL 03 - 1331, dated 01/15/04, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test per FBC, TAS 202 - 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No. BM - 03 - 1365, dated 01/15/04, signed and sealed by Rafael E. Droz -Seda, P.E. 3. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL - - 1882, dated 01/15/04, signed and sealed by Rafael E. Droz -Seda, P.E. 4. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL - - 1889, dated 02/03/04, signed and sealed by Rafael E. Droz -Seda, P.E. 5. Test reports on 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of an aluminum outswing door, prepared by Hurricane Test Laboratory, Inc., Test Report No.HTL - - 1890, dated 02/09/04, signed and sealed by Rafael E. Droz -Seda, P.E. 6. Tensile Test prepared by Hurricane Engineering & Testing, Test No. HETI- 04 -T100, dated 01/29/04, tested per ASTM E8 -01e1, signed and sealed by Rafael E. Droz -Seda, P.E. E -1 Theodore Berman, P.E. Deputy Director, Product Control Division NOA No 04- 0428.03 Expiration Date: June 10, 2009 Approval Date: June 10, 2004 Eurotech Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE PAGE C. CALCULATIONS 1. Anchor Calculations, ASTM -E 1300, and structural analysis, prepared by AL- Farooq Corporation, dated 02/18/04, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERT1k'1CATIONS 1. Notice of Acceptance No. 004204.01 issued to "E.I. DuPont DeNemours" for " Dupont Sentry Plus" dated 01/14/99 and expiring on 01/14/07. F. STATEMENTS 1. Statement letter of code compliance, dated February 18, 2004 signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated February 18, 2004, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FBC). E -2 Theodore Berman, ' .E. Deputy Director, Product Control Division NOA No 04- 0428.03 Expiration Date: June 10, 2009 Approval Date: June 10, 2004 1 SEE SEPARATE NOA 11 FOR rRb14SOM RATING 'Aj4D DETAILS ! j 1 / : m 5" MAX. I1 ` A CORNERS l � HEAD /SILL s f,l L 7 HINGES PER LEAF SEE SHEET 2 FOR CAPACITY I`r 42" 1 �, FRAME WIDTH 13" MAX. TYP. AT HEAD /SILL 1 ALUMINUM OUTSWING ENTRANCE DOOR (IMPACT) THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. APPROVAL APPUES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS. ALSO DOORS WITH FIXED LITES AT ONE OR BOTH SIDES OF DOORS OR FIXED LITES (TRANSOMS) ABOVE DOORS WITH APPROVED CUPPED MULUON IN BETWEEN. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE ZONE OF THE 2001 FLORIDA BUILDING CODE. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. SURFACE APPUED / FALSE MUNTINS MAY BE USED / / • II/ /: / 7 31 3/4" D.L OPG. 39 1/8" LEAF WIDTH . J (2) ADDL ANCHORS AT 3" O.C. AT MTC. STILE ENOS REQ. FOR WOOD OR WOOD BUCK INSTALLATIONS ONLY 5 HINGES PER LEAF SEE SHEET 2 FOR CAPACITY SEE SEPARATE NOA i FOR SIDEUTE RATING AND DETAILS MIAMI -DADE COUNTY APPROVED MULUON SEE SEPARATE NOA TYPICAL ELEVATIONS 3/16" HEAT STREN'D GLASS 100" INTERIAYER SENTRY GLASS PLUS BY DUPONT -3/18" HEAT STREN'D GLASS GLAZING DETAIL SILICONE ,-CE SCS 2800 SILCLAZE 11 I7E '1 E I 1 �A 7. •1 \ 29" D.L OPG. 36 3/8" LEAF WIDTH 75 3/4" FRAME WIDTH 13" MAX. TYP. AT HEAD /SILL \ Cc it I1 / II/ it / / / 1- 29" D.L. OPG. 38 3/8" LEAF WIDTH AIR 0 5 2004 Engr: CR. KMAYOUN FAR000 S;'RJCTURES FLA. PE # 1E537 C.A.N. 3538 5" MAX. HEAD /SILL CORNERS W tn a . a CG 0 t N t [° N o ^3 J • o Approves as eamslY�B `�' � Florida Ba Cede Date 1 1 • Q NO , �ra Miami D aiY sy `co h m —1 . a O co M UI OS 0 W 0 i ce = � W 0 N m 111 r a I 7 ° ° I, • 0 1 n I G 1 i I 1 c I. l I 0 \ I is rt o I u 6 ' drawing no 1 W04 -01 s 1 1 of 5 DESIGN LOAD CAPACITY - PSF SINGLE (X) DOORS PART 4 HINGE OPTION 1 HINGE OPTION 2 DOOR SIZE LOCK OPTION 1 LOCK OPTION 2 WIDTH 1 HEIGHT EXT. ( +)1 INT. ( -) EXT. ( +) INT. ( -) 2/6 6/8 _ 75.0 1 75.0 75.0 I 110.0 3/0 1/ DOOR 75.0 I 75.0 75.0 I 110.0 3/6 I/ DOOR - - 75.0 110.0 2/6 7/0 75.0 1 75.0 75.0 110.0 3/0 75.0 75.0 75.0 110.0 3/6 - - 75.0 110.0 2/8 9/0 75.0 75.0 75.0 110.0 3/0 ALUMINUM 75.0 75.0 75.0 110.0 3/6 - - 75.0 1 110.0 DOORS APPROVED FOR INSTAUATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ITEM # PART 4 REQD. DESCRIPTION M.VrERIAL SfANF. /SUPPLI ER/REMARKS ER006 ER012 V2I566 AS REQD. AS REQD. DOOR FRAME 6063 -78 I - 000R LEAF 6063 -TB 6063 -76 I - 1/ LEAF DOOR BASE BOARD - VZ-1483 1/ DOOR FRAME SILL 8063 -TB - - I/ DOOR SILL BASE 6083 -TB - VZ -1481 AS REQD. ASTRAGAL STILE 8063 -78 v` - VZ -153 4/ LEAF AS REQD. GLAZING BEAD 1 6063 -T8 - 1 2801 GLAZING CASKET VINYL - ALUMINUM 1001/50 1/ CORNER CORNER KEY MONTICELLO 00600X 4/ LEAF _ HINGES ALUMINUM CIESSE #10 X 3/8" 4/ HINGE HINGE INSTALLATION SCREWS - PH MACHINE SCREWS - AS REQD. BULB W'STRIPPING - - X 1 -1/4 - 15 I#12 FRAME ASSEMBLY SCREWS - SMS 16 - AS REOD. STRIKE PLATE REINFORCING STEEL 1 - 1/4" X 1/4' X 16 -1/4" LONG LOCK OPTIONS SINGLE DOORS: OPTION #1 MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WffH (4) # X 1 - 1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. OPTION #2; MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02181 ATTACHED WITH (4) #8 X 1 -1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. STRIKE PLATE REINFORCED WITH STEEL BAR 1 -1/4" X 1/4" X 16 - 1/4" LONG ATTACHED WITH (2) #8 X 3/4" SMS NOTE: TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. DESIGN LOAD CAPACITY - PSF DOUBLE (XX) DOORS DOOR SIZE WIDTH , HEIGHT 5/0 6/8 6/0 6 / 7/0 5/0 8/0 6/0 HINGE OPTION 1 LOCK OPTION 3 EXT. ( +) 1 INT. ( -) 75.0 I 75.0 75.0 1 75.0 75.0 75.0 75.0 1 75.0 75.0 I 75.0 75.0 75.0 LOADS SHOWN ABOVE ARE FOR INSTAUATIONS WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. UMIT EXTERIOR( +) LOADS TO 48 PSF FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. LOCK OPTIONS DOUBLE DOORS; OPTION #3; ACTIVE LEAF: MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF ACTIVE LEAF PART #02t81 ATTACHED WITH (4) #8 X 1 -1/2" SMS. 3 POINT LOCK SYSTEM AT ACTIVE LOCK STILE 36" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR. INACTIVE LEAF MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP AND BOTTOM OF INACTIVE LEAF PART #02168 ATTACHED WITH (4) #8 X 1 -1/2 SMS. HINGE OPTIONS; OPTION 41; TWO- HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (5) PER LEAF AT 6 ", 12 ", 35 ", 63 - 1/2" AND 92 - 1/2" FROM TOP OF DOOR OPTION #2; TWO- HANDED COMB RING EXTRUDED ALUMINUM BRIDGE 2 BY 'GIESSE' (7) PER LEAF AT 3 ", 9" AND 26 -3/8" FROM TOP AND BOTTOM, ONE AT MIDSPAN (6) RETAINING PINS LOCATED ABOVE AND BELOW 2ND, 4TH AND 671-1 HINGE FROM BOTTOM. SEE CHARTS ABOVE FOR DESIGN LOAD CAPACITIES Approved as complying with the Florida Bo -' to Data f NOA# Miami D Div By, Engr•. TAR. 1IUMAYOUN FAROOQ STR:ICNRFS FL4 PE # 18557 CAN. 3531 APR 0 5 2004 c O 0 0 4 a V T Ei 0 0 I9. w' 1 0 !•1c t 1. m 1,1 d • 21' IIi '. ! � .,. �Ji �1 drawing no. W04 -01 `sheet 2 of 5-) x 3 TYPICAL ANCHORS SEE ELEV. FOR SPACING -•• TYPICAL ANCHORS SEE ELEV. FOR SPACING s •a4 1BY / 'NOOD BUCK * A • A a #B X 1/2 SMS 3 FROM ENDS AND 10" 0.C. MAX. (4) #12 X 1" SMS AT 2" 0.C. MAX. AT CENTER OF SILL ON DOUBLE DOORS ONLY METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING j l� I I SEE SEPARATE NOA 0 FOR TRANS0�1 L J� RATING AND DETAILS 1 F-' 2C• 1 �f52 - -St5U 1 I l l 1 W Ji -IV MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 \ '.. • Approval as complying with the li10 ida Bu' � ' Q'i. e IV OAIF gag: aetCa rolsa>� n. , yC ` By TYPICAL ANCHORS. SEE ELEV. FOR SPACING WOOD BUCKS NOT BY EUROTECH, MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND I TRANSFER THEM TO THE BUILDING STRUCTURE. . TYPICAL ANCHORS: SEE ELEV. FOR SPACING A) 1/4" DIA TAPCONE INTO WOOD STRUCTURES WITH 1 -1/2" MIN. PENETRATION INTO WOOD THRU WOOD BUCKS INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY B) 1/4" DIA TAPCONS DIRECTLY INTO MASONRY WITH 1 -1/4" MIN. EMBED INTO MASONRY C) 1/4-20 KWIK -F( FX SFI F DRII I ING SCREWS BY 'HILT(' INTO METAL STRUCTURES (STEEL OR ALUMINUM 1/8" MIN. THICK.) SIttL : Fy = 36 KSI MIN. ALUMINUM : 6063 -T5 MIN. TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1" MIN. SEALANTS: ALL FRAME AND LEAF CORNERS AND JOINTS SEALED WITH ADSEL OR TEKNA 50729 SEALANTS. Eng : Dh. HUMAYUUN FARr10Q STRUCTURES la1. PI # 18557 C.AN. 3.538 APR ©5 20E34 GI i E (n J I 7 . o 1 I I ~~ *4 a. U O *n 0 o 0' O U pL Le Iir O� n '. << T. l IRi 00 w / 0 G. d a n IW W N M 1 z , n '� C9ME � W *-• T2 ~ / L.l 1 1 7-.1 .----- 1 F2 ^ U I 0 0 1 . O 1 O 4 �i M M rn M M L t- ; • Z tii h 1 2 ; C V Q 1 i • =MrY n 0 La co 0 1_ , LI . = X0 l sJ ccsi L W t j ' O. Q I U1 0 n U o v I i °) o1 1 � ,I; IIl o f o ' i n i i a 11 I 'n drawing no W04 -01 sheet 3 of 5 10 TYPICAL ANCHORS ` SEE ELEV. FOR SPACING 1/4" MAX. • a SHIM MIAMI —DADE COUNTY APPROVED MUWON SEE SEPARATE NOA SEE SEPARATE NOA FOR SIDELTTE RATING AND DETAILS r , C; 1 i'C i 1 F__s I i ACTIVE LEAF I RETAINING PINS REQD. WITH HINGE OPTION 2 ' FOR SINGLE DOORS ONLY / SEE SHEET 2 EXTERIOR D.L. OPG. LEAF WIDTH FRAME WIDTH SINGLE DOOR (2) #B X3SM -\ ACTIVE LEAF TYPICAL ANCHORS SEE ELEV. FOR SPACING 7 /: /: 1 W IR W AT LO ONLY K OPTION #2 ( u FRAME WIDTH DOUBLE DOOR AT LOCI( OPTION #2 ONLY (2) #8 X 3/4" LEAF WIDTH Approved as complying with the Date /0 0 NOA0 Miami: PreesetCsrmmt BY 1/4" MAX. SHIM SPACE Ener. DR. HUMAiGUN FAROOQ STRCcTURES F.A. PE # 16557 C.A.N. 3538 APR 0 6 700A 4 TYPICAL ANCHORS / SEE ELEV. FOR SPACING IBY WOOD BUCK 2BY WOOD BUCK • _ TYPICAL ANCHORS SEE ELEV. FOR SPACING NI:' m o Y 00 . � J� to I E o N S d 2 w o, z 00 M° , z zo 0 0 n J c. V, , s f 0 , 1 to ii G ,> r drawing no. W04 -01 (sheet 4of 5 'o 1.815 1 'm -1.772 -al 3.937 ----- y .070 1.6 1 34 1 2.858 DOOR FRAME r--1.771-1 1 1 1 2.830 3.873 I f�— 2.047 — LEAF .070 2.819 DOOR BASE BOARD .138 --I .059 .57 1.772 - J FRAME SILL 1.417 r _ 2.000 1.000 - .094 SILL BASE 2.402 ASTRAGAL STILE GLAZING BEAD LEAF CQRNER$ Approved as complying with the Florida Date NOA# Miami i Product Ceatte4 Div FRAME TOP CORNER FRAME BOTTOM CORNER Engr. OR. Fi4UJAY0UN FAR00Q STRUCTURES FLA. PE # 18557 r..A.l1. 3538 APR 0 5 Z004 L l.� 0! 0. 0. .0 o _ o q. v r •\ o I 2 I• d iraw ng no. W04-01 sheet 5 of 5 MIAMI•DADE COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL, DIVISION NOTICE OF ACCEPTANCE (NOA) Innovative Window Concepts, LLC 1801 Corporate Drive Boynton Beach, FL 33426 SCOPE: MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.buildingcodeonline.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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 2041 /2062 Aluminum Horizontal Sliding Window- L.M.I. APPROVAL DOCUMENT: Drawing No. W06-63, titled "Series 2041 /2062 Aluminum Horizontal Sliding Window ", sheets 1 through 5 of 5, prepared by AL- Farooq Corporation, dated 09/27/06, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA and consists of this page 1 and evidence pages E -1, as well as the approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. NOA No 06- 1020.05 Expiration Date: February 22, 2012 Approval Date: February 22, 2007 Page 1 Innovative Window Concepts, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections.. 2. Drawing No. W06 -63, titled "Series 2041 /2062 Aluminum Horizontal Sliding Window ", sheets 1 through 5 of 5, prepared by AL- Farooq Corporation, dated 09/27/06, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test, per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading, per FBC, TAS 203 -94 6) Force Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding hung window, prepared by American Test Lab of South Florida, Test Report No. ATL- 0720.01 -06, dated 08/22/06, signed and sealed by Henry Hattem, P.E. C. CALCULATIONS 1. Anchor calculations, and structural analysis, prepared by A1- Farooq Corporation on 09/25/06, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E 1300 - D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 01 - 1204.01 issued to E.I. DuPont DeNemours for "Sentry Glass ® Plus ", dated 01/17/02, expiring on 01/14/07. 2. Notice of Acceptance No. 06 - 0216.06, issued to Solutia, Inc. for "Saflex III Clear or Colored Interlayer ", dated 05/04/06, expiring on 05/21/11. F. STATEMENTS 1. Statement letter of compliance and no financial interest, dated 09/26/05, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. None E -1 Jaime D. Gascon, P.E. Chief, Product Control Division NOA No 06- 1020.05 Expiration Date: February 22, 2012 Approval Date: February 22, 2007 EQUAL LITE WINDOWS (XO OR OX SIZES) WINDOW DIMS. WINDOW WINDOW WIDTH HEIGHT 72" 24' 72" 36 — 72" 48" 59 -3/8" 60 74" 26 74° 38 -3/8" 70 -3/8° 50 -5/8 56 -1/2 63" WINDOW WIDTH l r THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. 'SHUTTERS ARE NOT REQUIRED. SERIES 2041/2062 ALUMINUM HORIZONTAL SLIDING WINDOW 24" MAX. D.L. OPG. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.S. /H.S. OR HORIZONTAL SLIDING WITH OTHER MIAMI -DADE COUNTY APPR'D WINDOWS USING MIAMI -DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENURE SYSTEM. 28 7/8" MAX. VENT WIDTH THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. 74" MAX. WINDOW WIDTH 6 1/2" MAX_ HEAD /SILL •-- - Ir - 41 3/8" MAX. D.L. OPG. SERIES 2041 4 1/2" MAX. • HEAD /SILL CORNERS m In 8 SILICONE DOW CORNING 995 - 3/16" HEAT STREN'D GLASS _ .090" INTERLAYER I BUTACITE PVB BY ' DUPONT' i _ C7 irj 'T 3 en 0 co 2 3/16" HEAT STREN'D CLASS I2 N li z co w • • TYPICAL ELEVATIONS GLAZING OP�'IO vS C ; SILICONE 11 DOW CORNING 995 SERIES 2062 6 1/2" 2 ANCHORS_ MAX. 0 MTG. STILE ENDS HEAD /SILL AT 3" O.C. TYP. *. 0 -I t'fl. L_ E. I I I I I . J.1`,1 _ . --+: IT 24" MAX. D.L. OPG. 28 7/8" MAX. VENT WIDTH 1 `` .090" INTERLAYER 1 ^ SEN TYR YG LAS PLUS 1 Vh `� 1'I ' i 1 , -3/15" HEAT STREN'D GLASS Z m \ ', i 1. rn 3/18' HEAT STREN'D GLASS BY 'DUPONT' - 111" MAX. WINDOW WIDTH I T I I- I 49 1/8" MAX. D.L OPG. 0 K I - - - . 1 I 28 7/8 MAX. J VENT WIDTH 24" MAX. D.L OPG. 4 1/2 MAX. HEAD /SILL CORNERS II ;: gj I in N W m LI U MAXIMUM DESIGN LOAD RATING = + 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 85.0 PSF SERIES 2041 MAXIMUM DESIGN LOAD RATING = + 75.0 PSF (FOR SIZES SHOWN ABOVE OR SMALLER) - 100.0 PSF SERIES 2062 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02 (3 SEC. GUSTS) Engr. DR. HJMpYOUN FAR000 STRUCTURES FLA. PC # 6557 C.A.N. 3538 17:4 # 1 1; . !..4:deilr ,' C Gerr Oz Mi •2' s `� e .< raar1. N iio r—. "' iro i1 , m r Z r-Ali -_ -. In J J I 01- ro „z r: w 0 I! ' I ! a N I E i IL 0 0 . ' °i I o. W aH I� I � o 6: Ot n !o 7 CI •O' O i ° 1 O Ncocc7II a ' 0 n. Q W LLml W 111 - O' ILz c9 m a W2 Ig r-,r- • j z 1 y , z . I 1 c0..- O ,V a v N -3 in cis ,o pQ�l` . Iz� Q "c 1WiY� N V m a' Z — NI >Z1G M12 t o ' R ;z IS' g 0 ( c 0 0. m .0! 06 -63 o , .y V mm o • I i o N O • ff .g• D i 0 8 I c 4 drawing no. sheet 1 of 5 ; ti `A a. 0 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING \\ L i N o \ • \ k 11 1BY ;` WOOD BUCK a a 0 J 0 0 0 I r (n v TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS '{ SEE ELEV. FOR SPACING 2B'l. W000 BUCK OR , W000 STRUCTURE • �' �\ \• TYPICAL ANCHORS_; SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY I.W.C. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" TAPCONS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SUS OR SELF DRILUNG SCREWS INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 1/2" MIN. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5504. EFT": HU;MAI'OUN F4ROOCI W 1 = 1 -5/8" X 1/4" WEEPHOLES AT 7-1/8" FROM i 51RUCTl1RES 1•"I.A. PE / 18557 EACH END AND 24" O.C. WITH WEEP COVER CA H. 3538 W2 = 1" X 1/4" WEEP SLOTS UNDER FIXED LITE AT 24" 0.C. W3 = 1" X 1/4" WEEP SLOTS ON VENT AREA AT 5" FROM ENDS AND 7 - 3/4" 0.C. �toriu� :3n1A1 ;i AllIwtt OZ I °1 vi c O 0 U U Z CO U a " • • Zvi` LL =o U N LaJLI 1 1 - • * H � Q ? °m0 V D 0 v 0 0` • ®,lo� n' o >.:11; • I drawing no. 1, W06 -631 het 2 of 5-5 1/4` MAX. SHIM METAL _ STRUCTURE 1/4` SHIM MAX. 1 1. L TYPICAL ANCHORS SEE ELEV. FOR SPACING CO) L TYPICAL ANCHORS SEE ELEV. FOR SPACING SCREEN OPT. - SCREEN OPT. VENT WIDTH D.L OPG._ VENT WIDTH D.L OPG. EXTERIOR WINDOW WIDTH XO LAYOUT OX OPPOSITE \ /1 D.L OPG. 1 I O.L OPG. EXTERIOR WINDOW WIDTH XOX LAXQCT 1/4' MAX. SHIM MIAMI -DADE COUNTY APPR,D MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING _ i . ° 181' WOOD BUCK ° VENT WIDTH D.L OPG. SCREEN OPT. - TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR WINDOW WIDTH ° 1BY WOOD BUCK ° Engr: DR. HUMMYOUN FAROUO STRUCTURES FA. PE 18557 C.A.N. 353E TYPICAL ANCHORS SEE ELEV. FOR SPACING Apprali dS Edknot- .'.: : stir foihfa Sad r riy r ?.i Fame Froas to Camel O z liZ 1 W cryp ' Q , a 8. N �� CC C o W M'O Y W O ‘ r:, rvo P) l 0 In�E. I ry Q W 6 re a IL ■ 1 — to x ; t 1 VI 1. n cn m . a7 0) p n o ` I I o I T • of a c . drawing no. I 1 06 -63 L sheet 3 of 5 ITEM , PART # QUANTITY DESCRIPTION MATERIAL MANF. /SUPPLIER /REMARKS 1 021 -005 1 FRAME HEAD 6063 -T5 - _ 2 021 -014 1 FRAME SILL BASE 6063 -T5 - 3 021 -013 1 FRAME SILL INSERT 6063 -T5 - 4 021 -015 1 FRAME SILL COVER 6063 -T5 - 5 021 -006 2 FRAME JAMB 6063 -T5 - _ 6 -007 I/ VENT FIXED MEETING STILE 6063 -T5 - 7 _022 022 -004 - 1/ VENT VENT SIDE INTERLOCK 6063 -T5 - 8 022 -019 1/ VENT VENT SIDE PUU. 6063 -T5 - 9 4/ GLASS GLAZING BEAD - - - ' 021 -011 6063 -T5 10 L 021 -003 2/ VENT VENT TOP /BOTTOM RAIL . 6063 -T5 - _ 11 021 -039 1/ VENT WATER SHED 6063 -T5 12 022 -i)38 - SILL REINFORCEMENT. 12' LONG r 6063 -T5 1/ MTG. RAIL & 1 BELOW FIX. _ 13 r I 021 -016 1 TRACK Al UMINUM - 14 _I 010 -004 2/ VENT WHEEL HOUSING ASSEMBLY RIGID PVC M & M PLASTICS 15 004 -002 2/ VENT SWEEP LOCK (P0207) - SULLIVAN & ASSOC. _ 16 008 -014 AS REQO. ASSEMBLY SCREWS ST /ST #8 X 1" PH SMS 17 008 -031 4 MTG. RAIL ASSEMBLY SCREWS ST /ST #10 X 1 PH WS 18 016 -002 AS REQD. .187 X 170 WOOL PILE W/ FIN SEAL FELT ULTRAFAB 19 023 -001 AS REQD. .187 X .270 FOAM FILLED BULB VINYL AMESBURY 20 012 -004 AS REQO. GLAZING COMPOUND SIUCONE DOW 995 21 015 -006 AS REQD. 1/8 SPACER ACRYUC FRANK LOWE RUBBER _ 22 012 -001 - SM5504 SEAM SEALER - SCHNEE MOREHEAD 010 -014 AS REQD. BAFFLE NYLON M & M PLASTICS - 23 24 - 010 -015 AS REQD. WEEP COVER NYLON PREFERRED ENGINEERING 25 015 -001 AS REOD. .185 X 220 BULB VINYL VINYL MASTER TOOL 26 010 -002 2/ VENT END CAP ACETYL M & N PLASTICS 27 - - - - - 28 _ 015 -010 2/ UTE 1/8" X 1/2° SETTING BLOCK NEOPRENE FRANK LOWE RUBBER 29 - - - - - 2.795 j 1.000 .402 3.095 FRAME HEAD - 2.387 --t l_1 FRAME SILL BASE 13 SILL TRACK 2.688 ----- .070 1 -38 .380 1.158 - 1.845 --{ .062 2.694 1 I I 1.151 1.695 i LI' 1 .9 - - 2.108 ® FRAME SILL INSERT - 1.862 SILL REINFORCING 2.750 1.295 .625 1.094 - f� .062 Lo VENT TOP /BOTTOM RAIL 1.854 d- 1.104 i _1_ - - -1.467 1.838 - 2.467 -- .062 t o) VENT SIDE PULL h- -2.467 .062 -- 1.467 --� VENT SIDE INTERLOCK .063 -^ ------ 1.875 --� -2.062 L �g1 FIXED MTG. STILE .295 -1 T .842 y -- 3.062 .050 �1L� 1.563 FRAME SILL COVER 1.625 2.046 1.104 1 .062 -1 r- .265 .875 .050 1.000 ° .903 GLAZING BEAD -° 1.062 p-- 1.687 --I FRAME JAMB 1.333 - 1 -- .995 iJ WATER SHED 1.276 Engr. OR. HUMAYOUN FAROOQ STRUCTURES FLA. PE # 16557 C.A.N. 3538 Atipulrq _wagsdyito rule the auto O lfl1 k 1 8 11 c2co :14 n -0 g7 1YiA 13`ilsd2 *Woo 0 1.5 c U' -'m 0 m CO N ID 0 O U M • ; H& B r I i i g is i a m a 0 0 ! .ii j r drawing no. 1 W06 -63; r,sheet 4 of 5 - NT TOP /BOTTOM CORNERS 16� FIXED MTG. RAIL CORNER FRAME TOP CORNER FRAME BOTTOM CORNER .'ngr: DR. HUMAYOUN FAROOQ RA. PE h 16957 C.A.N. 3538 Dleat :40A# 4-PG- (02,0 . C,ZS 9- 61.:x:7.! RA* ArvAuPj 3 M t o i m. P.. 3: o Z FL m 1 , Q N a• a. 0 Cr o O' " O. g re a O' v 0 a ro a OWto O O a 'a a y 3 QIJ3 m W N - 0 ■ J� J i 4 Li c 0 . m ' o• a 0 c, r -r o l 1 1 ! �;f, .; oil •- ;I •}I n •g j v . Q ; , I u •i ' t i $ �, J� drawing no. • ` W06-63 j sheet 5 of 5 .; INSTALLATION OF WINDOWS AND DOOR IMPACT RESISTANT 15 OPENINGS IN TOTAL. Passed Inspector Comments CC 7-- 1 - or- Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection n Inspector: ( to- 07/14 dri9ln Owner: GRYBOWSKI, JAMES Job Address: 14 109 Terrace NW Project: <NONE> Friday, July 11, 2008 Miami Shores Village, FL Contractor: CALVARY INDUSTRIES INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1121360110180 Lot: Phone: (954)458 -1016 Page 2 of 2