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WS-09-1799 (2)102 103 Street Miami Shores, FL 33138- 1132060131780 Block: Lot: CRISTINA SANCHEZ Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Submittal Fee Submittal Reversal Fee Technology Fee Total: Amount $1.20 $0.40 $5.00 $110.00 $3.00 $50.00 ($50.00) $2.75 $122.35 Address CRISTINA SANCHEZ 102 103 Street MIAMI SHORES FL 33138- Type of Work: No of Openings: 1 Additional Info: Classification: Residential 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 Expiration: 05/12/2010 Phone Invoice # Total Amt Paid Amt Due WS -11 -09 -36277 $ 122.35 $ 50.00 WS -11 -09 -36277 $ 122.35 $ 122.35 $ 0.00 November 25, 2009 Date Cell Valuation: Total Sq Feet: For Inspections please call: (305)762 -4949 Available Inspections: Inspection Type: November 25, 2009 1 Lm - ul� BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING. Owner's Name (Fee Simple Titleholder) Q ; - 1) PA 6k U Z Phone # Owner's Address 0 d' f ) g 103 5 City f1LA?1 5(t't3 State PL Tenant/Lessee Name Email CAST' NAC SCetUidlei 011-0 C04%1 Job Address (where the work is being done) Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 l ®� , i( t 3 sp41-7 City Miami Shores Village County Miami -Dade FOLIO / PARCEL # J( °3a-o ® 013- no Is Building Historically Designated YES NO 'Contact Phone • E -mail Permit No. Y I vQ 'Pi 9 Master Permit No. Zip 33 f 3g Phone # Architect/Engineer's Name (if applicable) Phone # fo gin 52s (-AL., Zip 3 i 3g" Flood Zone Contractor's Company Name 014)/t)611., Contractor's Address City State Zip Qualifier Name Phone # Phone # State Certificate or Registration No. Certificate of Competency No. Value of Work For this Permit $ Aro ® Square / Linear Footage Of Work: S ti Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace ❑Demolition Describe Work: ******** * * * * * ** * * * * * * * * ** * * * * ** * * * * * * ** F * * * * *, * * * * * ***** ** * * * * * * * * *** ** � �° 9 1 .20 ,,,..�.. Submittal Fee $ Permit Fee $ � �4 CCF $ • - w Notary $ 5, 06 Training/Education Fee $ • 1 1 6 Technology Fee $ 2.75 Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ See Reverse side -+ Bonding Company's Name (if applicable) /A--, Bonding Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) at M0 IAK) CHVI & Mortgage Lender's Address V lS /0 i Z)Pi V City CG1V pie, v State 01+ Zip '/3? (' —6 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 Sign: Print: The fore mg instrument was ac day of v s ,2 NOTAR PUBLIC: My Commission Expires: Owher or Agent wled ,by ed before .r thi ly known to me or who has produced (Revised 07 /10 /07)(Revised 06/10/2009) As identification and who slid take an oath. NOTARY PUBLIC: c. c 4 \ ti's. 4 4. 3 +� $' gn: � � � Si � �` Print: * * * * ** e tc** ******************** *** *:***************** *** **** k*************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY ,e 3 e Plans Examiner Zoning Engineer Signature Contractor The foregoing instrument was acknowledged before me this day of , 20 _, by who is personally known to me or has produced as identification and who did take an oath. My Commission Expires: Clerk checked VILLAGE OF IvII,411'II SHORES OWNER BUILDER DISCLOSURE ,STATEMENT NAME: (Ain N.11/4 S 1M c RCZ DATE: I ADDRESS: 1O2 NE- 03 S Q MI r MI SHORES FL 33132 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 retidence. 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 it contractor. It is your responsibility to make sure the people employed by you have lioensea required by state law.and by county or municipal licensing ordinances. Any person working on your building who is not licensed Myst work under your sypervision and must be employed by you, which means that you must deduct F.LC.A and with - holdings tax and provide workers' compensation fbr 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 construction 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 reinstatement of the permit., 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 By 4. I understand that the building official and inspectors 'are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. 5. I 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 an attorney. The department will not mitigate any contract disputes. 6. I understand that if I compensate any person or company for work performed they are requited to halve a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial, 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 which could include ides of wages during recovery from injury. 8. I understand that under state and local laws I can not do . any Electrical, Plumbing, Heating, Air & Roof work on my 'property with out first obtaining the proper permits by licensed contractors. • Was .acknowledged before me this q day of NA)r)oi otIA Produced there License or Liscl who was personally known to me or who has Pog Initial Initial NOTARY V. it FLORIDA t. t, Coasm COD71i423 z ' �:.: 8'. 23,201 1 BONDD p S BONWGCO.,INC. as identification. Lt62)—atob NOTARY Primary Zone: 1000 SINGLE FAMILY RESIDENCE CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths: 2/1 Floors: 1 Living Units: 1 Adj Sq Footage: 1,304 Lot Size: 9,089 SQ FT Year Built: 1940 Legal Description: MIAMI SHORES SEC 1 AMD PB 10 -70 LOT 14 & W1/2 LOT 13 BLK 13 LOT SIZE 80.430 X 113 OR 18887 -4065 11 1999 3 COC 26114- 399212 2007 6 OR 26114 -3992 1207 03 Folio No.: 11- 3206 - 013 -1780 Property: 102 NE 103 ST Mailing Address: CRISTINA SANCHEZ 102 NE 103 ST MIAMI SHORES FL 33138 -2329 Year: 2009 2008 Land Value: $91,354 $295,178 Building Value: $107,093 $129,601 Market Value: $198,447 $424,779 Assessed Value: $198,447 $424,779 Year: 2009 2008 Homestead: $25,000 $25,000 2nd Homestead: YES YES Miami -Dade My Home My Home miam "dad . av Show Me: Property Information Search By: Select Item Text only Property Appraiser Tax Estimator Property Appraiser Tax Comparison Portability S.O.H. Calculator Summary Details: Property Information: Assessment Information: Exemption Information: Taxable Value Information: Year: Taxing Authority: Regional: 2009 Applied Exemption/ Taxable Value: $50,000/ $148,447 2008 Applied Exemption/ Taxable Value: $50,000/ $374,779 AC TIVE TOO L: SELECT Digital Orthophotography - 2007 r.c i fltv• $50,000/ $50,000/ http: / /gisims2. miamidade .gov /myhome /propmap.asp Web Site m 2002 Miami -Dade County. All rights reserved. 4t et ISE 0 111 ft My H4mn 1 Property Information I Property Taxes I My Neighborhood I Property Appraiser Home 1 Using Our Site I About I Phone Directory 1 Privacy I Disclaimer If you experience technical difficulties with the Property Information application, or wish to send us your comments, questions or suggestions please email us at Webmaster. Page 1 of 2 MIAMIDADE Legend • Property • Boundary Selected • Property Street Highway Miami -Dade County Water IN W E S 10/27/2009 Sale Date: 12/2007 Sale Amount $290,750 Sale O/R: 26114 -3992 Sales Qualification Description: Other disqualified _ Yew Additional Sales Miariii -Dade My Home Page 2 of 2 • $148,447 $374,779 $50,000/ $50,000/ $148,447 $374,779 $25,000/ $25,000/ $173,447 $399,779 Sale Information: City: School Board: Additional Information: Click here to see more information for this Property: Community Development District Community Redevelopment Area Empowerment Zone Enterprise Zone Zoning Land Use Urban Development Boundary Zoning Non -Ad Valorem Assessments http: / /gisims2. miamidade .gov /myhome /propmap.asp 10/27/2009 Permit No: 09 -0?ff Job Name: // V , 2009 �J `, Build ing Critique Sheet % 644e-eht.. is it v.s'l. for ! ,4ii 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 X plc e f��P / ,er .5/ i' ,4 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. Florida Building Code Online CoE3' mu nit _Affairs BEHROMEMalle BCIS Home 1 Log In 1 User Registration € Hot Topics I Submit Surcharge 1 Stats & Facts y Publications Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address /Phone /Email Authorized Signature Technical Representative Address /Phone /Email Quality Assurance Representative Address /Phone /Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL11010 New 2007 Approved Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 (513) 770 mwesterfleld @ciopay.com Scott Hamilton shamilton©clopay.com Exterior Doors Sectional Exterior Door Assemblies Scott Hamilton Referenced Standard and Year (of Standard) Standard ANSI /DASMA 108 ASTM E330 FBC Staff 1 BCIS Site Map Links Page 1 of 4 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received PE -63286 Intertek Testing Services NA Inc. - ETL/Warnock Hersey 05/21/2028 Gary Pfuehler Validation Checklist - Hardcopy Received FL11010 RO COI Certification of Independence of Validation Entity- Gary Pfuehler.pdf FL11010 RO COI Statement on Independence of Evaluation Entity- ScottHamilton.pdf Year 2002 2002 http : / /www.floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDqu3k5JzSanEoB2rLpO7CKBW ... 11/2/2009 Summary of Products FL # Model, Number or Name Description 11010.1 01 W4 -09: Grand Harbor, Stone Manor Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0 "wide) WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF / -32 PSF Other: The OPTIONAL glazing available for this product meets the wind Toad requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Installation Instructions FL1101O RO II 103549- Rev04.odf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 -A.pdf Created by Independent Third Party: No 11010.2 02 W4 -16: Grand Harbor, Stone Manor Steel Pan (min. 24 ga.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +24 PSF / -24.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Installation Instructions FL11010 RO II 103550- Rev04.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 -A.odf Created by Independent Third Party: No 11010.3 03 W4 -18: Grand Harbor, Stone Manor Steel Pan (min. 24 ga.) with Overlay 16'2" to 18'0" wide WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF / -25 PSF Other: The OPTIONAL glazing available for this product meets the wind Toad requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Installation Instructions FL11Q10 RO II 103551- Rev03.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL1101O RO AE CBPC 080703 -A.pdf Created by Independent Third Party: No 11010.4 04 W5 -09: Grand Harbor, Stone Manor Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W5 Garage Door Limits of Use Installation Instructions Florida Building Code Online 4. Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved TAS 201 1994 TAS 202 1994 TAS 203 1994 07/08/2008 07/08/2008 07/13/2008 09/15/2008 Page 2 of 4 http : / /www.floridabuilding.org /pr /pr_ app_ dtl. aspx? param= wGEVXQwtDqu3k5JzSanEoB2rLpO7CKB W... 11/2/2009 Florida Building Code Online Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF / -32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). FL11010 RO II 103552- Rev03.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 -A.pdf Created by Independent Third Party: No Page 3 of 4 11010.5 Steel Pan (min. 24 ga.) with Overlay Double Car (9'2" to 16'0" wide) WINDCODE® W5 Garage Door 05 W5 -16: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +30 PSF / -30 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Installation Instructions FL11010 RO II 103553- Rev04.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 -A.pdf Created by Independent Third Party: No 11010.6 06 W6 -09: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +37 PSF / -37 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W6 Garage Door Installation Instructions FL11010 RO II 103554- Rev03.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 -A.pdf Created by Independent Third Party: No 11010.7 07 W6 -16: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +37 PSF / -37 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Steel Pan (min. 24 ga.) with Overlay Double Car (9'2" to 16'2" wide) WINDCODE® W6 Garage Door Installation Instructions FL11010 RO II 103555- Rev03.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 -A.pdf Created by Independent Third Party: No 11010.8 08 W7 -09: 73, 75, 84A, 94, 98, H73, H94, 42, 48, 4F, 4RST, 6RST, H4ST, H6ST Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +42 PSF / -48 PSF Other: Max Design Wind Speed: 145 MPH. Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W7 Garage Door installation Instructions FL11010 RO II 101702 - FPA- Rev09.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 -A.pdf Created by Independent Third Party: No 11010.9 Steel Pan (min. 25 ga.) Double Car (9'2" to 16'2" wide) WINDCODE® W7 Garage Door 09 W7 -16: 73, 75, 84A, 94, 98, H73, H94, 42, 48, 4F, 4RST, 6RST, H4ST, H6ST Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +42 PSF / -48 PSF Other: Max Design Wind Speed: 145 MPH. Installation Instructions FL11010 RO II 101309- FPA- Revl3.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 http : / /www.floridabuilding.org /pr /pr_app_dtl.aspx ?param wGEVXQwtDqu3k5JzSanEoB2rLpO7CKBW ... 11/2/2009 II Created by Independent Third Party: No 11010.10 10 W8 -09: 73, 75, H73, 42, 6RST, H6ST Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46 PSF / -50 PSF Other: Max Design Wind Speed: 145 MPH. Installation Instructions FL11010 RO II 101296 - FPA- Revl2.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 - A.pdf Created by Independent Third Party: No 11010.11 11 W8 -16: 84A, 94, 98, H94, 48, 4F, 4RST, H4ST Steel Pan (min. 24 ga.) Double Car (9'2" to 16'2" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.6 PSF / -52 PSF Other: Max Design Wind Speed: 145 MPH. Installation Instructions FL11010 RO II 101300 - FPA- Revl4.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 -A.pdf Created by Independent Third Party: No 11010.12 12 W8 -16: 24ga Gallery (G4S, GS4, GD4S, GR4S, E4S, ED4S, MR4S, SS4, AR4S) Steel Pan (min. 24 ga.) Double Car (up to 16'2" wide) WINDCODE® W8 Garage Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +46.6 PSF / -52 PSF Other: Max Design Wind Speed: 145 MPH. Installation Instructions FL11010 RO II 104067 - FPA - RevOl.pdf Verified By: Scott Hamilton FL PE 63286 Created by Independent Third Party: No Evaluation Reports FL11010 RO AE CBPC 080703 -A.pdf Created by Independent Third Party: No 4 Florida Building Code Online 1 Back DCA Administration 1 Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399 -2100 (850) 487 - 1824 , Fax (850) 414 -8436 © 2000 -2005 The State of Florida. All rights reserved. Copyright and Disclaimer Product Approval Accepts: II Page 4 of 4 http: / /www.floridabuilding .org/pr /pr_app_dtl. aspx? param= wGEVXQwtDqu3k5JzSanEoB2rLpO7CKB W... 11/2/2009 Calculations Prepared F i r: Project: Subject: EN I '1NJEERING LLIAN FONT1COB 102 N.E. 103 Street Miami Shores, FL 33138 ZONE 4 AND 5 !NEAR SS ; E C ! NTERPO ATION 160 SW 12TH AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: 954 - 354 -0660 FAX: 954 - 354 -0443 WWW.ENGEXP.COM A FRANK L. BENNARDO, P.E., INC. INNOVATION Project # 9- Raised Engineer's Seal Valid For Pages 1 through y 11 /3/2009 Frank L. Bennardo, P.E. #PE0046549 Cert of Auth #9885 PAGE 11 OF Y Project: Calculation Scope: Calculations Provided: Other Notes: ENGINEERING PROJECT CALCULATION SUMMARY • ASCE 7 -05 wind pressures (zone 4) • ASCE 7 -05 wind pressures (zone 5) • Linear interpolation calculation for resulting garage door pressure A FRANK L. BENNARDO, P.E., INC. INNOVATION 102 NE 103RD STREET, MIAMI SHORES, FL 33138 Calculations for garage door pressures, interpolated between zone 4 and zone 5. Install all products per valid Florida approvals. This engineer has not visited this jobsite to prepare these calculations. Calculations contained herein have been based on contractor - supplied data and measurements. This office shall be notified and given an opportunity to re- evaluate our work upon discovery of any inaccurate information prior to installation or final approval of installed work by others. Engineering Express shall not be held responsible or liable for erroneous or inaccurate field data or measurements, nor from the use of this work to any condition not specifically addressed which differs from the approved plans and results stated herein. 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954 -354 -0660 FAX: 954- 354 -0443 WWW.ENGEXP.COM PAGE OF _ __ EX Wind Pressure Calculator ASCE 7-05 Component & Cladding Pressure Calculator Contractor: Project Info: ENTER 13 ilk, Doubt le Click or Drag: Enter Minimum Bldg Dimension: 30.00 ft. Building ri Moen Roof Height tijki . Can_ imam BI_Lott . Classificat ion: Tributary Area: Height: Date: November 3, 2009 Job it: Adjusted Area (Square Feet): 56.00 sq.ft. 84. <Enter Notes Here> www.engexp.com 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354-0660 FAX:(954) 354-0443 LILLIAN PONTICOBA 102 NE 10311D STREET, MIAMI SHORES, FL. 33138 Peak Wind Velocity (3 Sec. Gust)i, • US Contour Map: mial Presets FL Contour Map: Ofili EX tif__fiS_111_1571 ' Roof TXML: GbIi 0.85 • Roof Sielpftr 116.4 Deg / 0 1.00 • Zone:, 10. 4 1r Copyright 2000 http://www.engexp.com/calculators/ASCE705_CC.cfin 7 Incectionality_EasteciA' , 1 Rnnf ?ones qh = 39.37 psf Kh = 0.85 Kzt = 1.00 = 1.00 GCP (+IP' 0.18 GCpf (+) = 0.87 GCpf (-) = -0.97 Multiple Opening 40 Single Opening _ NOTES: Design is In accordance with ASCE 7-05 and the 2007 Florida Building Code. Results are not valid for use unless approved via original signatu re and raised engineer seal of a PE from Engineering Express. Results are hased on contractor-supplied data and shall be field verified by ethers prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by others. Hover HELP: 0 Entry Mode: Page 1 of 1 Local Save/Load EX Office ( sa Wail Zones RESULTS: NEGATIVE PRESSURE POSITIVE PRESSURE -45.20 psf Zon.e3 W 00 idt ft h (00 41.26 psf Valid Only with Raiff ed Engineer Sea NCI Frank L. Bennardo, P.E. PE FL465491Cert Auth 9685 Page 5 0 10:14 AM v1.4 O8J14jt9 11/3/2009 EX Wind Pressure Calculator n ! ASCE 7-05 Component & CiaddingLPressure Calculator - ij Hover HELP: Project Info: Thbutary Area: e Height: <Enter Notes Here> 160 SW 12th Ave #106, Deerfield Beach, FL 33442 PHONE:(954) 354-0660 FAX:(954) 354-0443 S Date: November 3, 2009 Job Contractor: LILLIAN FONTICOBA 102. NE 103R11 STREET, MIAMI SHORES, FL 33138 ----,--- - -- --- -------i-:; , ENTER t'D. !,,:,', Double Click or Drag: Enter Minimum Bldg Dimension: 30.00 ft. Building Mean Roof ; a ., 146 Peak Wind Velocity (3 Sec, Gust : 0 us Contour Mop: Height !l'i , Presets E) FL Contour Map.: :II ftgTvsw-2 "C ..,„ GbIe Roof Slop 18.4 Deg Adjusted Area (Square Feet» 56.00 sq.ft. iWTQ Width: 96.00" 4 - • thelesed Exposure: ggLrse: ^ l s 00 ft. sid ni i ,, DireetionalltV Fnetor e 8.85 0 100 NE LAYOUTS: 0 0 0 www.engexp.com Copyright 2009 Roof Tones http://www.engexp.com/calculators/ASCE705CC.cfm qh = 39.37 psf Kh = 0.85 Kzt = 1.00 1 = 1.00 Gc1 = 0.18 GCpf (+) = 0.87 GCpf (-) = -1.14 &gm IL___Iodeg 67- q' Multiple Opening fe Single Opening RESULTS: e) NEGATIVE PRESSURE PO Zone Width (a): -51.81 psf 3.00 ft. 41.26 psf NOTES: Design is in accordance with ASCE 7-05 and the 2007 Florida Building Code. Results are not valid foruse unless approved via original signaixi re and raised englneerseal of a PE from Engineering Express. Results are based an centructor data and shall be field verified by others prior to use. Selection & installation of products shall be approved using these dimensions and pressures as verified by other. NPLRIN r ` „. ■ Page Wail Zones o f Page 1 of 1 Local VE PRESSURE TM 10:14 AM vl.4 0 14/09 Valid Only with Raised Engineer Seel {•, Frank L Bennardo, P.E. PE R.45549ICert Auth 9 5 Noveniber 11/3/2009 GARAGE WIDTH END ZONE (ZONE 5) CORNER TO GARAGE AREA IN ZONE 6 ENGINEERING / i ESS� Work Prepared For ; FONT Project Mark # : GARAGE INTERPOLATION: TOTAL LOAD POS. NEG. 41.26 p.s.f 46.44 p.s.f 50% OF GARAGE WIDTH = 48.00 in 18 in (IN ZONE 5) < O.K 48.00 in A FRANK 4 BENNARDO, P.E., INC. INNOVATION x L 331 STREET, IIAMf S HORES ZONE SITE LOAD % PARTIAL LOAD 96.00 in ZONE4POS. 41.26 p.s.f 81.25 % 33.52 p.s.f 36.00 in 18.00 in ZONE 4 NEG. 45.20 p.s.f 81.25 % 36.73 p.s.f 18.00 in ZONE5POS. 41.26 p.s f, 18.75 % 7.74 p.s.f ZONE5NEG. 51.81 p.sf,! 18.75% 9.71 p.s.f 160 SW 12Th AVENUE #106, DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954 - 354 -0443 W W W.ENGEXP.COM _. _._._._ t ZONE 5 =36 in 1 PAGE _ OF MRETAILER ODEL MODEL DESCRIPTION 84, 184 84A WOODMAN TEXTURE. RAISED PANEL, PAINTED SIDES (24 60 BB - WOOGRAIN TEXTURE, WEN, PAINTED STILES (24 O4) 73. H73 75 W0000RNN I99IURE. RAISED PANEL, our. STILES (25 (M.) • • • •• • • • • • • i ii - z©mawmcp !Ji NOV 0 9 2009 84A, 94. 444 , 41% H451 48 MODELS COPAY IDEAL HOLMES • DOOR HEIGHT 8'Qp TO 70" 78' TO 8 Pr • 10 10 , m 12'3 1.5 O 1; t t 142' T 0 m t9a 1170• • •1• • • 24 GA SHORT PANE. 25 GA 73. 75. N73 84ST, H8ST 42 END PEES MADE TO 0302 SIGN 91/N METED WEN L Wf70P, DOEREDIAIE STILE ARE ATTACHED WITH 100-1- (TOP & BOTTOM) AND URETHANE AHESNE (ALONG CENTER) SEE SIDE TABLE FOR '_� O - -►A OE RE OF OTPACT- f85BaNr MENG a in b �70P la EWES T F SEC 08 EDfIW 14). IL YAK GIAID4D � B S 18-1 R 9{0 11'. GIADNG B INJECTION 91 LEAN I Suauxr, AN 111 88ED ABC 2 0 PLASTIC SEE SECTION w N CENDEC 48-8 FOR A = 28 D N B-8 MY ETAOS I-I I I-I 1 II' EE E N D B. HINGE I II�� WAIL END 4311424E f9x DETAIL 1111=111111=111111111111111=111! �L1 � T.B�W • • �1� II = VENTS NTS MAX. DOOR WIDTH - 7-0' DISDEJELIMET TABLE 1 •EKE NE 5x2 tK EP a• 441 1 1 !I • • • • • • • • • • • •• NUMBER OF SECTIONS. 4 8 7 10 • • •• • • • • • if GAQV. SEE. TRACK, ' •T11CICA S5: 080 • • • • • • •• • • • • CENIER 11 1 REWIRED 13 CA GAL% STEEL FAO BRACKET. EACH FASTENED TO ROOD JAMB WITH (3) B /19'x1 -1/2' WOOD AG S2ZEw. 1/2x12 • • • LOCK POSEN WE = MVO T90 PINT IDCNIN9 HAS BEEN TESTED PER SS 1 OFF TAB 271. LOGS MS 5/8' DOOR ES= FOR FORCED ENTRY WE 1571H CARSITE PEED LOa( ARID OBE SLIDE BOLT L000 OM= (SEE LAYOUT O' EACH LOCK FOR OEM* HORIZONTAL TRACK SUPPORT BY COOR ALTER (f0 sun-) SECTION B -B !' .pETAlL 'D' LHR TO' BRACKET DOUBLE TP HORIZONTAL 024189E IBECX low 14181R00A1 0P80N kflik fyir =Gl 3i MCTil Diral SEA C' fiW ill F. F?7i um= cum ss idSiW 71 F'3rr4•m. F l�sls id�7• [ .ralF'SIr'11LI.iWI F :S�!•'&iWL7 SeNS= 1:_011.9©1 Ma. tail Ld•OIv14EMI EMIT FM.A16l Ira f =34000 me�f ECE•i F.37,491Fia EaLlIELAMM OOy 11 ff PA 91T:7 fr1 K1':L•i=Mg= ITIET2IIPIIIIKAWEIT8E EYE WEE NIIIENTSTrAlliNINIE FMC: d i F! d EIMMA W TABU NET A M ELITE EME E TZ: W 1.i Mi '_ION 21F5117/1STOA IE.?:META•r. �i LL71 IUMMI 1. ,17 F_S IC31=1 M WAWA 177A .1 iDG58 (F.SIFFiiI[VSif�F!'i 1W41EI 'a�T15r3i M f fF fF'_SE iW.9Q'EI tFiil IM771RSi F9 CFA f7111 [17 iiET_9 OPTIONAL DECORATIVE SNAP -IN INSERT. IMPACT RESISTANT ONE -PIECE INJECTION MOLDED GE LEXAN SLX2432T FRONT FRAME & GLAZING. DETAIL 'Cr _. POLYSTYRENE RETAINER FASTENED TO FRAME WITH `MACHINE x 3 4' PAN HEAD nose WIDTH UPI TO 6'-C TO 7' 10' 9'O• to 9.0• • INTERN. STILES 1 3 12 GA GALV. STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH OTTE 5/18'x1 -5/8' .008 LAB SCREW PER BRACKET. 2' GAIN. STEEL TRACK PEEVED TO TRACK BRACKETS. 4.4424 1 1/ /440 /8' 819LT & 1141148 TWO 1/4" RIVETS. 2' STEEL ROLLER. DOER. STILE OUTSIDE l e r / �V/E2R'IIL 259 ATTAGN 9110 fYOOD FRAME BL: 0 !4245} WASHER R RECTULED. CREIIS EG CN SCREEIS WN BE 1 C O COUNTERSIOO( BUTS m PENN A FLUSH MOUNTING SU JAMBS DO NGT 719945904 Ea(D. PERIL& JAMB ATTACHMENT (5-80 RI ECK 094 2 000 PST MN. CONCRETE .1=1007) 3/8' 314 SLEEVE ANCHOR BOLTS ON 21 -1/2' CENTERS (0-80 BLDG() OR 24* (2.000 PS l9). WA91EI8 INCUMEO ram SLEEVE ANCHORS, 1' 0.12 WASHERS REQUIRED WITH TAPWHS. ANCHORS WAY BE COUNTERSUNK BUT NOT ) 10 PROVIDE FLUSH MOINI040 SURFACE 140111NONTAL JAMBS 00 NOT TRANSFER LOAD. P88958164919109 218 MOOD JAMB od �,r49ei r gm I INSTALLER 3 (TO S 01) ISITZI SUPPORTING STRUCTURAL ELEMENTS 9W.1 BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIG LOADS SHOWN ON THE DRAWING. SNAP LATCH ENGAGES � SNAP Iinli ON EACH EE OF ' • 1�. 0 f' MIMS END SIRE 0490E HANDLE 090911E KEYED LOCK SNAP LATCH LOG( 081104 MULTIPURPOSE HIGH BOND TAPE .OP?DDNAL DECORATIVE FRONT FRAME FACADE. GE SSG4000AC STRUCTURAL 1 SILICONE SEALANT. 20 GA MIN. (1ALV. STEEL END STILE 20 GA ELI. STEEL ITEM SIDE Clopay Building Products Company SLICE BOLT LOCK ENGAGES MO VERTICAL TRACK ONE LOCK ON EACH SE OF DOOR. &4109 ID PK Rol 10456 081904 STILE OUTSIDE 9111919E19=91.901 L OCK 1.000 848 1.050491 (4) /14•8/8' WET META. SCREWS (4) 1 /4'x3 /4' SELF TAPPING SCREWS 14 RA F411 NINE 18 GA 04L2. EEL INTER. HINGE 7/1 Er P�H 415/8 S�IEET 80TAL / S1 P3. SA FT C OPE ATION. 14 GA GAW. STEEL END HINGE L�1 + 51490r METAL . 1 & (4) i/ SELF TAPPING SCREWB. END SIRE LOCK BAR GUIDE LOCK BAR DEEM O TRACK ON EACH 81181 OF DOOR 25 GA MIL 0-90 GAIN. (OR POLYESTER PAINTED TOP COAT APPLIED TO BOTH SEES F STEEL. MIN. YIELD STRENGTH: 28 KS \1% 18 CA &IFRMEDIAIE 18501 .3A 02 9/2003 OE 07 OT CO OR 9P02190 000E REA 2524 000315 ASKO 6/6 73. 75. 973 01/97/03 was 54 MMIT tR® , DESIGN ENGINEER FLORIDA P£ 95 MARK W. NC P£ TEAS P£ /91813 A00 UP OPTION ADO 28 NR NE BEN MELD STREWTH 8DOMN 094003 25x7 MODEMS ADIEU 95 25. COMBINED 0&1L, =PAY & HOLIES M/11 825 OM R RESBr. 111®. MAX HT. W39 1 2" THI0( 7 I 12 GA. GAM STEEL TOP ROLLER , BR"G•'' DOH ) /1 440 8' 9409IZE Aft - i w N / 11 (4 STN LE JOINTS. 14 END EACH SIDES WW 4) 1448 8' k() 1 4' SELF TAPPING SCRIMS. 2- 1/4'3120 CA GALV. STEEL U- 750 U -BAS PER SECTION, EXCEPT 361) SEEPS WHICH RS ONE U -BAR. U-BARS MADE FROM 80 LSE EACH U -88R ATTACIII W 2 1/4" SELF PER STILE. 13 GA. GALV. STEEL BOTTOM BRACKET. ATOCIED TF /(2) /1440/9' stair METAL SCREE. & L VINYL WEATHERSTRIP. THE 2E8 VERTICAL WOOD JAMBS ARE TO BE GRADE 2 OR BETTER YELLOW PINE. NO LOAD IS TRANSFERRED 10 THE HORIZONTAL (TOP) JAMB. ALL JAMB FASTENERS MAY BE (BUT NOT RECARED) CDU44TER91M( m PROVIDE A FUZE MOUNTING ( THIS ODOR MEETS THE REQUIREVINIS THE I LARGE MISSILE WEE AND CYCLIC TEENS 1.405131E LEVEL MI MIFN4 R00F HEGI4T EZME31 Ian DESIGN LOADS: +42.0 PSF & -48.0 PSF. TEST LOADS: +83.0 PSF & -72.0 PSF. _ 1 RJVN xv vm item !toll OLDPAY BUILDING PRODUCTS COMP L ,� i 1 ;^ 8585 DUKE BLVD. 11/18/88 :PO MASO4. OH 48040 (913) 770 - 4800 2 -O PAN +42/-48 9-0 0 18-0 B I11106110 1 FPA ••• • • • [y • • • • b = • • • • • •, ' • ••• • • 4 • y c I • • FILCDHDL\ pG3© ©4 A D PG3©WLl 9 9139 05£3