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WS-09-1853Bill To I NADY ALPHONSE 11020NW19ST PEMBROKE PINES, FL 33026 Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 06/22/2006 06/26/2007 Fee Name Re- Inspection Fee RENEWAL Tuesday, November 13, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -6 -06 -25303 Invoice Date: June 22, 2006 Permit Number: BP2004-1155 Fee Type Calculated Calculated NOV 1 3 PAID Total Fees Due: Fee Amount $75.00 $300.00 $375.00 Payments Date Pay Type Check Number Amount Paid Change 11/13/2007 Check 5063 $375.00 $0.00 Total Paid: $375.00 i Total Due: $0.00 II Scheduled Inspection Date: June 07, 2010 Inspector: Rodriguez, Jorge Owner: MORRIS, MICHAEL Job Address: 120 NE 91 Street Project: <NONE> June 04, 2010 Miami Shores, FL Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 143963 Permit Number: WS -11 -09 -1853 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010190020 Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 128995. Missing anchor at meeting rail. NB Page 12 of 24 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 120 91 Street Miami Shores, FL 1131010190020 Block: Lot: MICHAEL MORRIS Parcel Number z. R�.6Hxl %4' r 120NE91ST MIAMI SHORES FL 33138 -2810 Contractor(s) HOME OWNER Phone Cell Phone Type of Work: WINDOWS No of Openings: 8 Additional Info: IMPACT Classification: Residential Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: m Amount $4.80 $1.80 $180.00 $9.00 $6.40 $201.80 ithorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy December 02, 2009 Expiration: 05/29/2010 Applicant Valuation: Total Sq Feet: Invoice # Total Amt Paid Amt Due WS -11 -09 -36373 $ 201.80 $ 201.80 $ 0.00 $ 8,000.00 450 Date For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: Window Door Attachment Final Shutters Final Shutter Attachment In consid Lion of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining�reto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting s permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required f9 LECTRICAL, 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. December 02, 2009 1 BUILDING PERMIT APPLICATIO FBC 20 Permit Type: BUILDING ROOFING. " Ow s ner's Name (Fee Simple Titleholder) V`"�I_GL- X15 Owner's Address ta) NE ct 1 -S (2 ; City HT-..4\1-(1- S 1 QS State (�Z Tenant/Lessee Name Email 'Confa one E-mail Architect/Engineer's Name (if applicable) Mti O GiP6 deal � eq A4-614/ Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPEC ONE NUMBER: (305) 762.4949 ECE1VE N ' V 0 9 ?U09 Zip Permit No. W S I ✓1 8 ° 5 Master Permit No. Phone # 13G✓ 1 54 — )C0/0 Phone # Value of Work For this Permit $ 6•00C> . Qb Square/ Linear Footage Of Work: Type of Work: ❑Addition ['Alteration [New X Repair/Replace cribe Work: Q QPfa c,'11 U c,..Dj y ' r J .s (Y .tL u' & 20 2 -9 27, /fob Address (where the work is being done) l2 0 ''\E c 'l \ S c1F 1' City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO Flood Zone '4() Contractor's Company Name OWnQf /d'Y Phon Contractor's Address City Qualifier Name State Certificate or t - : Lion No. Certificate of Competency No. Zip Phone # Phone # Vso ❑ Demolition *x,r * * ** *******************************F * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ l 'o" 00 CCF $ 4 CO /CC $ Notary $S. 00 Training/Education Fee $ k 410 Scanning $ 9•( Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ off,` A • Technology Fee $ Bond $ See Reverse side -> Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated.. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged.. / V Owner or Agent ontractor The foregoing instrument was acknowledged before me this aih The foregoing instrument was acknowledged before me this day of N 0 V , 200q, by mi cnCie J• r Oinay of , 20 , by who is personally known to me or who has produced_'__( who is personally known to me or has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Signature Sign: Print: My Commission Expires: (Revised 07 /10 /07)(Revised 06/10/2009) Signature Sign: Print: My Commission Expires: APPROVED BY `7 � `L /C�� Plans Examiner Zoning Engineer Clerk checked VILLAGE of MIAMI SI- o S` OWNER BUILDER DISCLOSURE STATEMENT NAME: 't ec - NO2,QIS DATE: 1 / /0c/ ADDRESS: l a►O NE et I • Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to.be done by a licensed contractor. You have applied for a permit under an exception_ to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two- family reaidonce. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale•or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation Of this exemption. You may not hire an unlicensed person as k contractor. It is your responsibility to make sure the people employed by you hav®license& required by state law.and by county or municipal licensing ordinances. Any person worldng on your building who is not licensed roust work under your supervision and must be employed by you, which means that you must deduct F.LC.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction . • must comply with all applicable laws, ordinances,.buildings codes and zoning regulations. Please read and initial each paragraph. 1. I hold. title to the above property and I am planning on doing this struction Myself. Initial 2. I understand that as an owner- builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application. 'Inactive permits for a period of over 180 days- will become null and void (expired) and a new permit will be required. to be issued for reins:ent of the p ermit., Initial 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and 'rnspectors'are not there to design, alter or give advice on how to meet code — only if the stiuc4re meets the minimum code. Initial Initial Initial 5. 1 understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of a attorney. The department will not mitigate any contract dispute 6. I understand that if I compensate any person or company for work performed they are requited to have a business license in the county. If for any reason they do not posies a business license I will be responsible and liaor any wrong doing from this unlicensed company or person. uiitial 1� 7. I understand' that if any person gets injured on my construction project—they are entitled to workmen's compensation: And if they do not posses a workmen's policy I could be held liable for all doctor and related cost whirl} -squld include Wu of wages during recovery from injury. 8. I understand that under state and local laws . 1 can not do . any Electrical, Plumbing, Heating, Air & Roof work on my 'property with o trst obtaining the proper 'permits by licensed contractors. Irtitial Was acknowledged before me this _day of NOV. , 20 0 6 7 By f/1(Chcf / J. inOi i'-l' who was personally known to me or who has Produced there License or as identification. )71 fca / / 4.0..at �uil�ngCritique Sheet Permit No: 09- `85S Job Name: /Ay) , 2009 Norman Bruhn CBO 305 - 795 -2204 M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 L, 1i Ltattd /€ 4litl AWL oz 114 Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 10 15 20 Tributary Area Sq FQ 40 45 50 25 30 35 0 -15 ft -50.4 -49.2 -48.3 - 47.6 -47.1 -46.6 -46.2 -45.9 -45.5 -52.5 +46,5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.6 16 ft -51.1 -49.8 - 49.0 -48.3 -47.7 -47.3 -46.8 -46.5 -46.2 -54.6 +42.9 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft -52.4 -51.1 -50.2 -49.5 - 48.9 -48.4 -48.0 -47.7 -47.3 +44.8 +48.3 +47.0 +48.1 +45.4 +44.8 +44.3 +43.9 +43.8 +43.2 20 ft -53.5 -52.2 +49.4 +48.1 -51.3 +47.1 -50.6 +46.4 -50.0 +45.8 -49.5 +45.3 -49.1 +44.9 .48,7 +44:5 -48.4 +442; 22 ft -54.6 -53.3 +50.4 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +46.8 -50.5 +48.3 - 60.1' +45.8 -49.7 +45.4 -49.4 +45.1 24 ft - 55.8 -54.3 -53.3 -52.8 -52.0 -51.5 -51.0 -50.8 -50.3 -69.8 +522 +51.3 +49.9 +49.0 +48.2 +47.6 +47.1 +46.7 +48.3 +45.9 26 ft -56 -F+.9 2 -54.2 -53.5 -52.9 -52.3 -51.9 -51.5 -51.1 -59.9 +47.4 +52.2 +50.8 +49.8 +49.1 +48.4 +47.9 +47.5 +47.1 +46.7 28 ft -572 -58.1 -55.1 -54.3 - 53.7 -53.2 -52.7 -52.3 -5t9 -83.1 +49.8 +53.0 +51.6 +50.6 +49.8 +49.2 +48.7 +48.2 +47.8 +47.4 30 ft -58.3 -56.9 +53.8 +523 -55.9 +5t3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 -57.7 -56.7 -55.9 -55.2 54.7 5 -54.2 43.8 5 -53.4 -68.9 +53.1 +54.5 +53.1 +52.0 +51.3 +50.6 +50.1 +49.6 +49.2 +48.8 34 ft 59.9 -58.4 +552 +53.7 -57.4 +52.7 -56.6 +51.9 -55.9 +51.3 64.9 5.4 +50.7 5 +50.2 -54.5 +49.8 -54.1 +49.4 36 ft -60.6 -59.1 +55.9 +54.4 -58.1 +53.3 -57.3 +52.5 56.6 +51.9 58.1 +51.3 55.6 +50.8 - 55.1 +50.4 54.8 +50.0 38 ft -81.3 -59.8 +56.5 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 -56.2 +51.4 -55.8 +5t0 -55.4 +50.6 4011 -62.0 -60.5 -59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 -65.8 +52.2 +57.1 +55.6 +54.5 +53.7 +53.0 +52.5 +52.0 +51.5 +51.1 4233 -62.6 -61.1 -60.0 -59.2 -58.5 -57.9 -57.4 -57.0 » -56.6 58.8 +54.0 +57.7 +56.2 +55.1 +54.3 +53.8 +53.0 +52.5 +52.1 +51.7 44 ft -63.2 -61.7 +58.3 +56.7 -60.6 +55.7 -59.7 +54.8 -59.1 +54.1 -58.5 +53.5 -58.0 +53.0 - 57.5 +52.6 `' -57.1 +52.2 46 ft -63.8 -82.3 -61.2 -80.3 -59.6 -59.0 -58.5 -58.1 -57.7 -742 +57.2 +58.8 +57.3 +56.2 +55.3 +54.6 +54.0 +53.5 +53.1 +52.7 48 ft -64.4 -62.8 -61.7 -60.8 50.1 59.6 -59.0 -58.6 -58.2 -80.0 +60.6 +59.4 +57.8 +56.7 +55.8 +55.1 +54.5 +54.0 +53.8 +53.1 50 ft -64.9 -63.4 -622 -61.4 -60.7 -60.1 -59.5 59.1 -58.7 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +542 +54.0 +53:8 52 ft -65.5 -63.9 -62.8 -6t9 -61.2 50.6 -60.0 -59.6 -59.2 +80.4 +58.8 +57.6 +58.8 +58.1 +55.4 +54.9 +54.5 +54.0 54 ft -66.0 -84.4 +60.8 +592 53.3 +58.1 -62.4 +572 517 +56.5 -61.0 +55.9 -60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -88.5 -64.9 -63.7 -62.9 52.1 -61.5 51.0 -60.5 -60.1 +61.3 +59.7 +582 +57.7 +56.9 +56.3 +55.8 +55.3 +54.9 60 ft -67.5 -65.8 54.7 -63.8 -63.0 -62.4 -61.9 51.4 -61.0 i +62.2 +60.6 +59,4 +58.5 +57.8 +57.1 +58.6 +56.1 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -15 ft $2.2 -59.8 - 58.0 - 56.7 -55.6 - 54.6 -53.8 -53.1 -52.5 +48.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3 +41.9 +41.8 16 ft -63.1 +47.1 -60.6 +45.9 -58.8 +45.0 -57.5 +44.3 - 56.3 +43.7 -55.4 +43.3 -54.6 +42.9 - 53.9 +42.5 -532 +42.2 18 ft -64.6 -62.1 -60.3 -58.9 -57.8 -56.8 -55.9 -552 -54.5 +48.3 +47.0 +46.1 +45.4 +44.8 +44.3 +43.9 +43.6 +432 20 ft 56.1 +49.4 -63.5 +48.1 -6t6 +47.1 502 +46.4 -59.0 +45.8 -58.1 +45,3 -57.2 +44.9 -56.4 +44.5 -55.8 +442 22 ft 57.4 +50.4 -64.8 +49.0 -62.9 +48.1 -81.4 +47.4 -602 +46.8 -592 +46.3 - 58.4 +45.8 -5L6 +45.4 -56.9 +45.1 24 ft -88.7 +51.3 -66.0 +49.9 54.1 +49.0 -626 +48.2 -61.4 +47.8 -60.3 +47.1 59.4 +46.7 - 58.7 +46.3 -58.0 +45.9 28 ft -69.8 +522 -67.1 +50.8 - 65.1 +492 53.6 - +49.1 - 62.4 +48.4 - 61.4 +47.9 -60.4 +472 ' -59.6 +47.1 -58.9 +46.7 ft - 70.9 +53.0 582 +51.6 -662 +50.6 -64.6 +49.8 -63.4 +49.2 -62.3 +48.7 .8t4 +48,2 -60.6 +47.8 -59.9 +47.4 3011 -72.0 +53.8 -692 +52.3 -67.1 +51.3 -65.6 +50.6 -64.3 +49.9 -632 +49.4 52.3:." +48.9 -61.5 +48.5 50.7 +48.1 32 ft -73.0 +54.5 -70.1 +53.1 - 68.1 +52.0 -86.5 +51.3 -65.2 +50.6 -84.1 +50.1 -83.1 +49.8 52.3 +492 51.6 +48.8 34 ft -73.9 +552 - 71.0 +53.7 -68.9 +52.7 57.3 +51.9 -68.0 +51.3 -64.9 +50.7 54.0 +50.2 - 63.1 +49.8 52.4 +49.4 38 ft -74.8 +55.9 -71.9 +54.4 -69.8 +53.3 -68.1 +52.5 -68.8 +51.9 55.7 +51.3 -64.7 +50.8 -63.9 +50.4 -63.1 +50.0 38 ft -75.7 +56.5 -72.7 +55.0 - 70.8 +54.0 -68.9 +53.1 57.6 +52.5 -66.5 +51.9 -65.5 +51.4 -84.8 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 +55.6 -71.3 +54.5 -69.7 +53.7 -68.3 +53.0 -672 +52.5 -662 +52.0 -65.3 +51.5 -64.5 +5t1 42 ft -77.3 -742 -72.1 -70.4 5 9.0 -672 -66.9 -66.0 -65.2 -65 +57.7 +562 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 +56.7 -72.8 +55.7 -71.1 +54.8 -69.7 +54.1 -68.5 +53.5 -67.5 +53.0 -66.6 +52.6 -65.8 +52.2 48 ft -78.8 +58.8 -75.7 +57.3 -73.5 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -882 +53.5 57.3 +53.1 -66.5 +527 48 ft -79.5 +59.4 -78,3 +57.8 -74.1 +58.7 -72.4 +55.8 -71.0 +55.1 59.8 +54.5 58.8 +54.0 -67.9 +53.8 -67.1 +53.1 50 ft -80.2 +59.9 -77.0 +58.3 -74.8 +572 -73.0 +56.3 -71.8 +55.6 -70.4 +55.0 59.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +80.4 -77.6 +58.8 -75.4 +57.8 -73.6 +56.8 -722 +56.1 -71.0 +55.4 59.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -812 +60.8 -78.3 +592 -76.0 +58.1 -742 +57.2 -72.8 +56.5 -712 +55.9 - 702 +55.4 -69.8 +54.9 -68.7 +54.5 56 ft -82.1 +61.3 -78.9 +59.7 -78.6 +58.5 -74.8 +57,7 -73.3 +58.9 -72.1 +56.3 -7t0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft - 83.3 +622 -80.0 +60.6 -77.7 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES WIND VELOCITY =146 MPH EXPOSURE 'C' 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. ® I -� ELEVATION WALL ZONE FIGURES MRH =O -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd 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. 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. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT. 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. 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 2 / 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. 8. 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. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. 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. 2. 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. 3. 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. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. 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 (GCpI =+/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0.85` ( DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. PEAK ROOF HEIGHT MEAN ROOF HEIGHT I �C m v m to O 2 I l l r z to 8 3 REMARKS CHKD FLB FLB DRWN CL TSB DATE 04/19/06 02/23/09 INR ISSUE REVISE FOR 07 FBC 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, P2. "ALTERATIONS, ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVAUDATE OUR CERTIFICATION. 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING 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 68885 g< 5o z Fr. Mi NOV . 2 rj BY: .... Miami Shores Building Department Product A proval Schedule / Com Opening Description of Window lD or Door or Mullion 1 2 ► '5ra M ,L L1OI.) 51:41CTLE 401 .5-c144-LE t(- 5To G iF& r w/ Mt?c ia Sic -ct 1 the ►- fatN4-Le rt41• iy ? °v" (41 aa- ett.t® 01 0084 -oca arison Chart Address: a ®M 't S i . .'Fermit jo. Product Acceptance Product Approval Number Design Pressure ( +)PSP (-) P&P 9D / e. Pl '1S .o it W e) tads 1��5 Ty-oe-%- 6R,ME. ePt - rgf totan `1`r Opening Design Rough Opening ; Sb utR I�IO ed :Mullion R aired Pressure sizes • • • . • / • • •�+es / No ( PST () PST 414/ t X. s'1 (t e. 4. 113 A" • •• • • • • •• ••• • • • • •• • •• • • • • •• • • • • ••• • • • • • . • ••• • • • . ••• • • • •• ••• (aq.5 ;WI • • • • • • •. •• • 'IES Impact Yes / No Y la 4 °53,5 x Nc y!t� •tpie , t s-S1 W,0 (t %'') des i v 1 Occa.) th 215 1 46-C 72' •RS PA' 112 COC -r 4 ( 7 C Co 1,-)D FuooL 2- 14E EZ • 20 f41 ••• • • • ••• 0 •• • • • e gos • • ••• • • • • ••• • 40 1 NE 9. t 5 i • • • •• •• O6.c;7J• w( • • • •• • • • • • • •• • • • • • • • • • • •••• •••• • • • • • • •••• •••• • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • Bill To I NADY ALPHONSE 11020 NW 19 ST PEMBROKE PINES, FL 33026 Return to: I Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Date 06/22/2006 06/26/2007 Fee Name Re- Inspection Fee RENEWAL Tuesday, November 13, 2007 Invoice Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Invoice Number: imp -6 -06 -25303 Invoice Date: June 22, 2006 Permit Number: BP2004 -1155 Fee Type Calculated Calculated NM 1 3 PAID Total Fees Due: Fee Amount $75.00 $300.00 $375.00 Payments Date Pay Type Check Number Amount Paid Change 11/13/2007 Check 5063 $375.00 $0.00 Total Paid: $375.00 i Total Due: $0.00 II MANMADE .... COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Gopi Glass Sales & Service Corp. 7450 NW 41'` St Miami, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product. Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped Aluminum Tube Mullions — L.M.I. APPROVAL DOCUMENT: NT: Drawing No. M95 -16, titled "Aluminum Tube Mullions", sheets 1 through 4, dated 12/05 /95 with revision D dated 03/29 /07, 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 RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacture's name or logo, city, state and following statement: "Miami Dade County Product Control Approved" or the Product Control Seal, 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 ben a r; vision brge in the materials, use, and/or manufacture of the product or'process. Misuse of this Nek,.ds In endprsetgent of any product, for sales, advertising or any other purposes shall automatically terminate.this.D1OA. Fgll'Dfeto comply with any section of this NOA shall be cause for termination and removal of MA.. • • ADVERTISEMENT: The NOA number preceded by the words Miami-Dade Co • Florrida, wf t fdllowed• by the expiration date may be displayed in advertising literature. ff any portion of the b•A is dispat id, then" then' : • •. it shall be done in its entirety. • • • 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.buldinaeodeonline com INSPECTION: A copy of this entire NOA shall be provided to the user by the manpfuo seer or its • distributors and shall be available for inspection at the job site at the request of the Building Offices • •. This NOA revises and renews NOA # 03- 1124.04 and consists of this page 1 and e;ridents pages'IM•and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 06-0210.07 Expiration Date: March 28, 2012 Approval Date: February 28, 2008 Page 1 • • • • • • • • • • • • Gopi Glass Sales & Services Corn. NOTICE OF ACCEPTANCE: EVIDENCE SUBNIITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, dated February 20, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated February 20, 2008, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 034124.04, issued to Gopi Glass Sales & Services Corp. for their "Aluminum Tube Mullion — Impact Resistant" approved on 04/01/04 and expiring on 03/28/07. E -2 • • • • . . • .. • .. • • • • • .... .... • • • • .... .... • • • • • .... .... • • • • • • • • . • • . . ••• • • • Manse Pere Product Control E NOA No. 0 2 i 07 Expiration Date: March 28, 2012 Approval Date: February 28, 2008 • • • • • • Gopi Glass Sales & Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M95 -16, titled "Aluminum Tube Mullions ", sheets 1 through 4, dated 12/05 /95 with revision D dated 03/29 /07, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of aluminum fixed windows mulled together, prepared by Fenestration Testing Laboratory, Inc., verification Test Report No. FTL -5378, dated October 4, 2007, signed and sealed by Michael Wenzel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -96 -512, dated February 2, 1996 signed and sealed by Hector Medina, P.E. (Submitted in ,NOA #99 0331.02) 3. Test reports on 1) Air Infiltration Test, per TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per TAS 202 -94 3) Water Resistance Test, per TAS 202 -94 4.) Large Missile Impact Test, SFBC PA 201 -94 5.) Cyclic Loading Test, per SFBC PA 203 -94 along with marked-up drawings and installation diagram of two mulled side -by -side series 510 aluminum fixed window, prepared by Hurricane Engineering & Testing Lab, Inc., Test Report No HETI -02 -1145B dated April 30 2002, signed and sealed by Hector M. Medina, P. E. (For reference only) (Submitted in NOA #02 -0826.03) • C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, compl with FBC -2004, . prepared by A1- Farooq Corporation, dated 9/29/06, 2/23/07, 3/Z9/tP71i 4/02I0? signed • • and sealed by Humayoun Farooq, P.E. •••• • • • • • • • .• • • • • • .. .. •••• E -1 • • • • • • • • • •••• • • • • • • • • •. . • .. • •.. • •••• • Mann y P.E. Product Con of E . miner NOA 1 210.07 Expiration Date: March 28, 2012 Approval Date: February 28, 2008 .1111E _4 STEP 9 8.0120—J NES INSTROCTIONS; USE CHARTS MD GP9PHS AS FOLLOWS. • SP 1 D ETFOR IGNO REQUIRED PER ASCE 7 SJEP $ USE DACE DDUNIY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REGUIREMENi0. STEP 3 USE C0� CTION TO MULLION AS PER PRODUCT USING GRAPHS ON SHEET 2 SELECT MULLION LICE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED N STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4, AND ANCHOR GRAPHS ON SHEET 3, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. MUWONS CONTAINING TYPICAL QLAZING PRODUCTS HORIZONTAL. OR VERTICAL SEE WNDOLV OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING AL MULLIONS BD83AT8 MIN. - MC .125 a750 - --• • • ••. •• • • • • • • • - • • • • • •- • .• • • to • • • • 1.530 • .• i,IULLION CLIP (6063 -s6) (ALT. TO ANGLES) CLIP LENGTHS MUST 8E CUT TO FIT SNUG INTO TUBE MULLIONS, • • • • • • • MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI -DADE COUNTY APPROVED IMPACT A140 NON- IMPACT RESISTANT PRODUCTS. •• • • • • • • • • • ••• • • • • • • • • • • • • •• • • • ••,125 • • • •• • • •• • • • • • • • • • • • • • • • •• • • • • • •• • • • • • • • • ••• •• MULLION CL (6063 •15) (ALT. TO ANGLES) N C L ENGTH S MU &BE CUT TO FIT SNUG TUBE —.185 ANGLE CLIP (BOe3 -78) RECTANGU R ALUM NUM TUBE MULLIONS USING MI II I ION PROPERTIES ONix TH10 PRODUCT HAS KEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 QN110N INCLUDND 10014 VELOCITY HURRICANE ZONE DAM). ALL GLAZINO PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUOABIE BUILDING CODE REQUIREMENTS I.21 WINO LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD MICAS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS US TED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO we MATERIAL SHL.I. sE WORD WALL COVERING (STUCCO, 11LE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN N THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION NOWABE N *44.0 ABLE STRESS IB USED N DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS I40WOING BLR NOT LOVED 70 STEWVISTAL SCRS" THAT 0010 INTO CONTACT W11H OTHER M4ERYLL3 SOIL MEET 1440 REQUIREMENTS 07 2004 FLORIDA ELCG. CRON 2003.8A. STRUCTURES PRODUCT REVISED nA, FE . 1 1 M p191s; wihtil 8 imide Get 42. steel Ot ¢ 6 68b3 - x1/8' TUBE, -Tb C "' DM ■ ■ � 'M m� m M li ■ k MIINIMMOM MMUS, NM 01..... NNW411 al INISISMaiag ! !!elm : - NIMMI_MW MUM .......■ M MOWN ■.■. NNW acm. NNW" _Nom W . mmwsummmo m., WO 0 .■M.M ...... . MINN ■.►i�.\`\ .. ■■. , ,. ■N`■IMM .\.... ■■W■►M...NO■ ...... _ 1— .0-aAZINO 'l, PRODUCT \T N t . MCI: _. ■ � i 1'x3'42/8' . 6863 -T6 TIME Gl� MCI: _. ■ � 'M ■1► ! !!elm : - \ ■ .......■ ■.■. acm. w _Nom . mmwsummmo m., .\.... ■■W■►M...NO■ ...... MEN ... .. w Pl r 5 20 MULLION LOAD CHART MULLION LOAD CHART 2'42"x2/8 TUBE' 6063 T6 C1X2X 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES 82 2 3 -T6 G7 x1/8' TUBE ■■-� ., UM-TG .. 1i.\u■■ ■O■.. ......■■mmomC M■ i.Wi■.■■ momm.■■■.e`w mammommulku aummimmummw ., . . ■_;.. �.. ..■m mmmummimmim so m.. um.■.o mommommommo muimmommmilm ismmummiummemm mormumismumm B0 3 01 01 0 t9 m m VT .y MULLION LOAD CHART 20 30 40 S0 60 70 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2' x 6" TUBE 6067 -76 COAX 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES 82 B0 01 MULLION LOAD CHART 20 30 40 50 60 70 TRIBUTARY WIDTH - INCHES MULLIONS • • ••• • • • ..• •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • • • • 80 •• • • • • •• • • • • 6 NY, HSt 1R 8 F*2 XlQ RtZialr FEB 2 0 2008 • • • • •Z• � i • • WI • W2 • • • T t R T LE INSCRIBED Guwt 0 MULLION SPAN .L i M VERTICAL . 'GLAZING "iDTH (0) 1 H OPoZONTAL MUWON TYPICAL MU LION RRANO u NTS M�ONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) PW88UC1' BEVISED Ma wttb the Plaid& C Aostoono, No s . • , Dffio !1Ti. GJ, a Z e:a 11 2 z drawing no. j M95 -16 c sheet Zof 4 ) rim PRODUOT PRODUCT mown T PRODUC �'W RS TYR A w s ANCHOR LOAD CHART ANNITI ■ T ■■ RIM Mi. CM MR II , k 1111 ME SW16 MIME ISMMEi NI "II OWNW1:11 MI MMUV.IL 10 M IN nvulgoommosom ■► o. m■m■■■ mmuommlnumb, alootcovtmomili MMONMOWSMISM MaNNEWOOMORIM MMIMMKMOWSIIMMO f ANCHORS TYPE A OANC4 .a aR i -u W r • : v im► Sam iSIIMFIR, MAIM VENOM ��i►'1\ �lR±r ` " AICHORB C*& Ult FEB 2 0 2000 1 1 drawing no. M95 -16 4 (i t3of. 30 40 60 60 70 80 TRIBUTARY WIDTH - INCHES CLAIM PROM= PADMM 4a MUW01 PRODUCT ANCFU m tau WT w2 1 s a 20 TYPICAL MULIION AR AN EMENTS L WIDTH (W) wi + w2 2 ANCHOR LOAD CHART IMMTIMM MMM IMWM annul= vammam 1\m1►\►\7l\■ ■■ ■■ mulmmwm■ mom m mmi►\mma■■■■■ ►\�OUMM\\Ii`7 M _MMMNQUWO ■■■ ommommumaremc ■amaNno,..Ai. lumemsymoWsum ima swimilmom oblimamiloft ANCHORS TYPL el WON 30 40 SO TRIBUTARY WIDTH - �INCHES WOAIYOMAL MUWDN r • �w MOUES MULLION SPAN • • ANCHOR LOAD CHART • • • • • ••• •• •• • • • • • • • • • • • • ••• nUMMT MMULIM 1111 mumwswommimma MMOMUMMUNORMWM MOMMMOMMOOMO W► WWW ■■M■■ ■ \\\ \►j OMME,\ MMWOMORMONMEM ■■■■■■W,MMA■ MMUSWOOMMOMM MMUMWOMONMOM ■■■■■OOOON\' 80 20 30 40 60 60 70 TRIBUTARY WIDTH - INCHES ANCHORS N •w •-4 m • • • ••• • • • • • • • • • • • • ••• •• •• • • • • • • • • • • • • • • • ••• RT 80 30 40 60 60 70 TRIBUTARY WIDTH - INCHES A CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEET 4. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) PRODUCT REYIS6O Atoaonw • d . • .• mete m •.:•.. r ,rr WO g 4 • 2 X 2 X 1/8' ALUM AA�LE # 2/ ANGLE MULLION ANCHORS TYPE 'A' - MULLION 2 AALIN LONO I TOY OR 28Y WOOD BUCK . .4 1/ 4 E APCON nECONS 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 ANCHOR EDGE' DISTANCES; INTO CONCRETE AND MASONRY = 2 -1/2'. MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE m 5/8' MIN. a ;2/ ANGLE MULLION MULLION a IM A LU x ANOLE 2 -5/8' 1.0N0 ANCHORS TYPE 'B2' 1 WO03 OR ANCHORS TYPE '31' 4 1/4' 0 TAPCON 2/ ANNE + 14 S.M.S. ANCHORS TYPE 'C' 2X2X1/8" ALUM ANGLE 3/ ANGLE" ML4IION 1 3-8/8' LONO • • ••• • • • •• •• • • • •• •• • • • • • • • • • • • • ••• • • • • • • • • • NOTCH WODD BUCK TO Ar >' n • CLDI. E•TS MASONRY• • • • • • • • • • • ••• ••• s CONCRETE OR BLOCKS •1 /a e • 1 -1 /f' MIN•9MIE8 2/ ANO Z . •• • • WOOD BUCKS NOT BY GOPI GLASS MUST SUSTAIN LOADS IMPOSED. • • • • • • • THIS SCREW CAN BE DIRECTION IF . • • • • • • • 14 S.M.S. CRY. AS PER 1YPE • A. 91, 82.OR C Ehgrn DR. HLWAyOUN FANaW FLA. DAN. I8as7 • • • • • • • • • , •• • • •14 F.M. 9.4.9. 2/ ANGLE (CHART A 8 B1 3/ ANCLE (CHART 4/ ANGLE (CHART O ANCHOR DETAIL #1 Fitespalase •• •• • , • MLILIJ04 • • • • ••• •• ONE PIECE CUP ALTERNATE TO ANGLES ALL CASES 1/2' MAX. 2 2 3/4 X 1/8' 1 -5/8' LONG 2' TU8E) 2 -5/8' L040 FOR 3' TUBE) 3-5/8' LONG 4', 5' & 8' TULLES) ACCESS HOLE 2 2/ 4 ANGLE (CHART A & 81) 3/ ANGLE (CHART 92 & 0) TUBE MULLION TUBE MULLION PRODUCE SIEVISEO FNrlt• O 'wIZ <,. •1 e e, s z W LL 5N I t droving no. M95 --16 (sheaf 4of 4 ) 1 MIAMI • COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 3752901 FAX (305) 375 -2908 www.buildimunideonline.com NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terrace Medley, FL 33166 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone_ DESCRIPTION: Series 4000 Aluminum Picture Window APPROVAL DOCUMENT: Drawing No. 08-005, titled "Series 4000 Impact Picture Window ", sheets 1 through 6 of 6, prepared by Tilteco Inc., dated 01/16/(18, signed and sealed by Walter A. Tillit Jr., P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there alas bkn no change in the applicable building code negatively affecting the performance of this prodiuet.. • • TERMINATION of this NOA will occur after the expiration date or if there has beeaasiwision c1 c'fange in • the materials, use, and/or manufacture of the product or process. Misuse of this NOA as tindorsement of any • product, for sales, advertising or any other purposes shall automatically terminate this. YA,Failurrl ?Cgmply • 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 Count',, Jilbrida, .fdtlowed by the expiration date may be displayed in advertising literature. If any portion of 1hL INOA• displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the man it or it t 1f4 ibutors: and shall be available for inspection at the job site at the request of the Building Offic • • • • • This NOA revises 05-1107.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Mohammed Igbal Shaikh, P.E. • • .... • • NOA No. 08-0204.03 Expiration Date: February 23, 2011 Approval Date: April 03, 2008 Page 1 • • • • • • • Florida Window Systems Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturers die drawings and sections. 2. Drawing No. 08 - 005, titled "Series 4000 hnpaet Picture Window ", sheets 1 through 6 of 6, prepared by Tilteco Inc., dated 01/16/08, signed and sealed by Walter A. Tillit Jr., 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 along with marked -up drawings and installation diagram of aluminum picture window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. ATLSF 0802.01- 05, dated 09106/05, signed and sealed by William R. Mehner, P.E. (Submitted under NOA #05 -1107) C. CALCULATIONS 1. Anchor calculation and comparative analysis, prepared by Tilteco Inc., dated 08/10/05, signed and sealed by Walter A. Tillit Jr., P.E. Complies with ASTM E1300 - (Submitted under NOA #05 -1107) D. QUALITY ASSURANCE 1. Miami - Dade county Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 07 - 1116.04 issued to E.L DuPont DeNemours for "Sentry • • Glass ® Pius ", dated 01/03/08, expiring on 01/14/12. • . . • • .. . F. STATEMENTS • 1. Statement letter of Code Compliance and no financial interest, ditAr09 /12/05, •igned • and sealed by Walter A. Tillit Jr., P.E. (Submitted under NOA; 1407) •,;;; • • E -1 • .. • • .• • .... .... G. OTHER 1. Letter from the consultant, dated 01/11/06, stating that the prod:1)11141n comp! nce with the Florida Building Code (FBC). (Submitted under NOA9#051107) • .... • • • 2. NOA # 05- 1107.04 _ _ p •••• ' Mohammed Iqbal Shaikh, P.E. Senior Building Code Compliance Specialist NOA No 08.0204.03 Expiration Date: February 23,2011 Approval Date: April 03 2008 • CERAL NOTES:. 1: SERIES 4000 PICTURE WINDOW LARGE MISSILE IMPACT RESISTANT, SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P, A. D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE, WITH THE 2005, 2006 AND 2007 SUPPLEMENTS. • • • WINDOW MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. • DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON • THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS USED IN THEIR ANALYJ1 • •1 A DURATION FACTOR CD= 1.60 WAS USED TO VERIFY FASTENERS IN WOOD. THIS WINDOW'S ADEQUACY FOR IMPACT AND CYCLIC .RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1828 OF THE ABOVE I MENTIONED CODE AS PER PROTOCOLS TAS -201, TAS -202, TAS -203, PER ATL LAB REPORT ij 0802,01 -05 AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1612 OF THE FLORIDA BUILDING CODE. • s .• 2• 1._;l J„ •.x= .A',01 -"1-=1 I" 1 c.. Yl.: I. u. A•tr `... CRRERIA FOR ADDRESSING DIFFERENT SHAPES IS AS EXPLAINED ON THIS SHEET (� 3. 4. 9. ALL ALUMINUM .EXTRUSIONS SHALL. BE ALUMINUM ASSOCIATION 8083 —T5 ALLOY AND TEMPER, WITH Fy= 18.0 keI MINIMUM. THE THICKNESS OF • ALL EXTRUSIONS SHALL BE AS SHOWN ON THIS DRAWING. 8. ALL SCREWS USED FOR ASSEMBLY CONNECTIONS (METAL TO METAL) TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR •CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 110 kel YIELD STRENGTH AND 90 kel TENSILE STRENGTH, 7. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE BUILDING STRUCTURE, WOOD BUCKS MUST BE SOUTHERN PINE, 000.55. WOOD BUCKS NOT BY FLORIDA WINDOW SYSTEMS CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 8. ANCIIQR NOTE& SEE SHEET 2 FOR MAXIMUM SPACING, EMBEDMENT AND EDGE DISTANCE ARE BEYOND ANY WALL FINISH: (A) TO EXISTING POURED CONCRETE: (Min. Po = 3 kel), MIN. EDGE DISTANCE = 3 ". — 1/4 "0 TAPCON ANCHORS 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO TEXTRON (COMPONENT ®), THRU 1" P.T. WOOD BUCK. (B) TO EXISTING A.S.T.M, C -90 CONCRETE BLOCK WALL. MIN, EDGE DISTANCE = 3 ". — . 1/4 "0 TAPCON ANCHORS W/ 1 1/4" MIN. EMBEDMENT, AS MANUFACTURED BY ELCO TEXTRON (COMPONENT®), THRU 1" P.T. W000 BUCK. (C) TO EXISTING 2" P.T. WOOD BUCK. MIN. EDGE DISTANCE 0 1 — 1/4 "O TAPCON ANCHORS W/ 1 1/2 MIN. EMBEDMENT, AS MANUFACTURED BY ELCO TEXTRON (COMPONENT® ) (D) TO EXISTING ALUMINUM (8063 —T5 ALLOY) OR STEEL (Fy=38 kel MIN.). MIN, EDGE DISTANCE = - 1/4 "0 -14 TEK SCREWS, MIN. 1 1/2" LONG, AS MANUFACTURED BY ITW/BUILDEX (COMPONENT 9 ) 9. PROVIDE 1/4 MAX. SHIM SPACE (TYP.). 10. REMAINING COMPONENTS FOR THIS WINDOW'S SYSTEM SHALL BE AS INDICATED ON BILL OF MATERIALS, SHEET 5 OF THIS DRAWING, 11. WINDOWS MANUFACTURER LABEL SHALL BE PLACED ON 'A READILY VISIBLE LOCATION. ONE LABEL SHALL BE PLACED FOR EVERY UNIT. LABEL SHALL READ AS FOLLOWS: FLORIDA WINDOW SYSTEMS CORP. MEDLEY, FLORIDA MIAMI —DADE COUNTY PRODUCT CONTROL APPROVED. 12. (a) THIS P.A.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; Le. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. •(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED. ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (a) THIS PA.D. WILL BE CONSIDERED INVALID' IF ALTERED BY ANY MEANS. - (d) ORIGINAL P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. • • ••• • • • • •• •• •• • ' • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• • •t • • • •• � 14:0 frame ® zaoa iveca eeQ. l o fraao Wtd%hd .IAN '1 7 MA • • •• • • FLORIDA BUILDING a flame WOth • MAXIMUM DESIGN PRESSURE RATIO (pef) FOR ALTERNATE SHAPES AS SHOWN ABOVE OR Slht)I.AR CAN BE DETERMINED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE (a x b) OR RECTANGLE (a x b) AS SHOWN IN DOTTED LINES AND OBTAINING MAXIMUM DESIGN PRESSURE RATING (pef) FOR THOSE ALTERNATE SHAPES FROM SCHEDULE ON SHEET B. L 1 /16/68 CAM PRODUCrROVISED as rata y .sa with *a Fbmia TaaphaiiactDaw taxi: Gala 3'r..alri Wool G^:vlciaa CODE (High Velocity Hurricane Zone) MOW SERIES 400G IMPACT PICTURE WINDOW en •is r`'rCOrs teerwa & 160 RIRa 0OMPA) Y era PC WA xEw I atea 4mt 76LQ .oLso m 0. taa. !'4167 FLORIDA WINDOW SYSTEMS CORP. 7191 KW 77 1636616'L 6Pmtr. 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