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WS-12-2036Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 180820 Permit Number: WS -10 -12 -2036 Scheduled Inspection Date: January 02, 2013 Inspector: Bruhn, Norman Owner: LINDA D ORTIGOZA, NICOLAS H MADIAM 111 A Job Address: 1065 NE 96 Street Miami Shores, FL 33138- Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)751 -8872 Parcel Number 1132060143700 Building Department Comments 2 GARAGE DOORS REPLACEMENT AND SIDE DOOR INSTALLATION Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passe,z Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. December 28, 2012 For Inspections please call: (305)762 -4949 Page 4 of 22 UI !kit 12"1-11 d c� ate,I12 — Lri BUILDING 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 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 10 GP S 1v E Sr City: Folio/Parcel #: • AmsgmzwE.Ei Ilit OCT 2 6 2012 BY: -o -m - -- Permit No. �lZ ZOO Master Permit No. Miami Shores County: Miami Dade Zip: ,31.3t:/) Is the Building Historically Designated: Yes NO X OWNER: Name (Fee Simple Titleholder): Address: 1 o Co S N �- City: M cc vn '3 let ores Tenant/Lessee Name: N ! A. Email: j t tz d ct © r -(- c 0-34_ CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone #: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone#: t nc i O r-ict l-a3 State: 1—L A' Fck Flood Zone: 1\)0 f'VloLr- i ()LA-) _ Phone#: 30 5 -`15 1- 0872 zip: 33i3S Phone #: ,305 7 S-1 ` 87°2 -- Phone #: Value of Work for this Permit: $ , (000 ' °1/43 Square/Linear Footage of Work: Type of Work: OAdditio ;iteration Description of Work:l l 0(,I,,�tl,(nQ,jnl ONew Repair/Re lace ) (Y- 0\ Op a T Stk-) ODemo 'tion Color thru tile: * *** x*********** **** ** ******x:+x **+x**** ** Fees* ***** ****** ******* ** ******x :*+x**** *** *** * * ** O.' Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ 50140 onding Company's Name (if applicable) onding Company's Address ity 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 ommenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating onstruction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, YELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC )WNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all pplicable 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." otice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must romise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person hose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site r the first inspection whi h occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the nspection will not be app d and a reinspection fee will be charged. gnature °T10,441. Signature Owner or nt Contractor e for- o'v Imo - ent was ac owl- si, ed bef 2(0 The foregoing instrument was acknowledged before me this y of i�(�a /�Ii 20 ; by �i� �.� day of , 20 _, by ho i ersonally known to me 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: OTA '.Y PUBLIC: gn: Print: y Commission Expires: * * * * * * * * * * * * * * * * * * * * ** PROVED BY Sign: Print: My Commission Expires: **************+x+x** ** **** * *s<****** Aux+ *** **** ************ ***** ***** ** **********x+*+u** ** Plans Examiner Zoning Structural Review Clerk Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: AX FOLIO NO 1 111111 11111 1111111111 11111 11111 II0111111111 CFN 201.2R08644922 OR Bk 28321 Ps 3163; (1110 RECORDED 12/03/2012 15°00:14 HARVEY RUVINv CLERK OF COURT MIAMI -DADE COUNTY, FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the folowing information is provided in this Notice of Commencement 1.L.taid Space above reserved for use of recording office ascription of property and street/address:' • •' • •14. "' on of im • ovement: a �._ •� ' _ i i _ • �:� . Rte._. 1, name and address: sr : .a 11 =T'M `' 1 2. Description '\43. Owner(s) Interest in property: Name and address of fee simple titleholder: name, address = d phoa number 5. Surety: (Payment bond required by owner from contr• ctor, If any) Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name, address and phone number: 9. Expiration date of this 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. Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager Prepared By Prepared By Print Name Print Name Title/Office Title/Office STATE OF FLORIDA COUNTY __ OF MIA I -DADE 1 al day NOUQA g The f prig in yr nt as ac ;}(✓ :.gpdebefon me this oc 9 da of 1: kf J9� A w l Individually, or O as ❑ Personally known, or dr11�. ►`' for produced the following type of identifica Signature of Notary Public: Print Name: (SEAL) ON PU ANT TO SECTOO Under . _ m r of • . ry, I declare that 1 his it are true, to the b or Owner(s)'s Autho 123.01 RID III PMMWa! a IiiMf1A'SIT 1,1111 AIBIllf r rt s Ltl S e read the foregoing and of my knowledge and belief. ed Officer/Director/P By -.1. AIvt....... „',„ , CLAUDIA V. CUBH-LOS oy "�\ `ors Notary Public - State of Florida 5 My Comm. Expires Sep 23.2015 s, o" Commission # EE 128610 '' .... ,`.� Bonded Through Natrooal Wary Assn. ,rak NAME: M iami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT DATE: g- el 3 _ Z.o r �.. ADDRESS: 1, n Co N GLL 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 residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). 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 a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.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 understand that state law requires construction to be done by a licensed contractor and have applied for an owner - builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial RA_ 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial /Li0 3. I understand that, as an owner builder, 1 am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial 6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner - builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner - builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem owner - builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Servide, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http : / /www.mvfloridalicense.com/dbpr /pro /cilbrndex.html Initial 11. I am aware of, and consent to; an owner- builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner - builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this ONO day of By 0\Aaa ersonally known to Produced there License or. as identification. ER NOTARY 1 CLAUDIA CLAUDIA V. CUBILLOS 4 Notary Public - State of Florida 6, My Comm. Expires Sep 23, 2015 Commission # EE 128810 rr ''`° Bonded Through National Notary Assn. 0 Permit No: 12 -2036 Job Name: October 26, 2012 Page 1 of 1 Building Critique - The product approvals provided are incomplete. 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. Norman Bruhn CBO 305- 762 -4859 FLORIDA 33128 HON62 )284 -2680 LAND SURVEYORS BOUNDARY SURVEY SURVEY NO. O /4194.941 SHEET NO. = —7;r-oral Shores Village APPROVED ®V I DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS 776; 00' o.e O T- /,2,, d�oGk 8.2. / /•0 f.17 04/09/2012 - 4:48pm gabriels F : \01 Project Files L2010- MPS\400 Wind Charts} _Reference \00- MPS10-400 Series C&C (Current).dwg 2010 FLORIDA BUILDING CODE & ASCE 7 -10 "ASD" DESIGN LOADS FOR AND CLADDING INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES PS -ZONE 4 10 15 20 Tribute Area 5. Ft rrrr` ^ 41 ` e 25 30' 25 • r 4-• - ,,,7177-4 , 0 -10 ft -57.8 +53.3 -56.4 +51.9 -55.4 +50.9 -54.6 +50.1 -54.0 +49.5 -62.7 +49.0 11 ft -58.8 +54.2 -57.3 +52.8 -56.3 +51.7 - 55.5 +51.0 -54 9 +50 3.,, -67: +51. i 1r • . L` 12ft -59.7 -58.2 -57.2 -56.4 -55.7 -55." .,"'mI'gr -64.7 +50.5 -63.7 +50.1 -62.9 +49.6 +55.0 +53.6 +52.5 +51.7 +51.1 +50.5 -66.7 -65.6 -64.6 -63.8 -60.5 -59.0 -58.0 -57.2 -56.5 a +51.8 +51.2 ,� 13ft +55.8 +54.3 +53.3 +52.5 +51.8 - 68.9 -67.6 -663 " 14 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54_0 -57.9 . +53.1 -57.3 +52.5 - 56it257®3c +51.9 +52.5 +51.9 +51.4 15 ft -62.0 +57.2 - 60.5 +55.7 .59.5 i+54.6 -58.6 : +53,8 -57.9 +53.1 -57.4 +52.5 -56.9 +52.0 -56.4 +51.6 -56.0 +51.2 16 ft -62.7 - 61.2 =60.1 -59.3 -58.6 -58.0 -57.5 -57.1 -56.7 -66.1 +57.8 +56.3 +55.2 +54.4 +53.7 +53.1 +52.6 +52.2 +51.8 17 ft -63.4 -61.9 -60.8 -59.9 -59.2 -58.6 -58.1 -57.7 -57.3 40 +58.4 +56.9 +55.8 +55.0 +54.3 +53.7 +53.2 +52.7 +52.3 18 ft -64.0 +59.0 -62.5 +573 -61.4 +56.4 -60.5 +55.5 -59.8 +54.8 -59.2 +54.2 -58.7 +53.7 -58.3 +53.3 -57.9 +52.9 19 ft -64.6 +59.6 -63.1 +58.0 ..62.0 +56. -61.1 +56.0 -60.4 +55.3 -59.8 +54.7 -59.3 +54.2 -58.8 +53.8 -58.4 +53.4 J -65.2 -63.6 it 61.6 -60.9 -60.3 -59.8 -59.3 -58.9 20 ft +60.1 +58.5 +53.4 +56.5 +55.8 +55.2 +54.7 +54.2 +53.8 22 ft -66.3 +61.1 -64.7 +59.5 7.9 3.8 -62.7 +57.5 -61.9 +56.8 -61.3 +56.1 -60.8 +55.6 -60.3 +55.1 -59.9 +54.7 24 ft -67.3 -65.7 -64.5 -63.6 -62.9 -62.3 -61.7 -61.2 -60.8 +56.1 +62.1 +60.4 +59.3 +58.4 +57.6 +57.0 +56.5 +56.0 +55.6 -73.0 +57.0 68.3 -66.6 -65.4 -64.5 -63.8 -80.9 -78.6 12 -75.3 26ft +62.9 +61.3 +60.1 +59.2 +58.4 +61.3 ( 't -� +57.8 28 ft -69.1 +63.7 -67.5 +62.1 -66.3 +60.9 -65.3 +59.9 -64 6 +59.2 g'� 1 {" • ( -76.2 +59.2 ~ -73.9 +58.0 30 ft -70.0 -68.3 -67.1 -66.1 -65.4 �: ; P .._.:.. LI -72.9 +64.5 +62.8 +61.6 +60.7 +59.9 +59.9 +59.3 +58.7 :: - 1 ,. 33 ft 71.1 +65.6 -69.4 +63.9 -68.2 +62.6 -67.2 +61.7 -66.5 +60.9 -6 +60.2 -76.0 +59.7 • 6:-.,2„. 1_- -89.2 -72.2 -70.5 -69.2 -68.3 -67.5 -77.2 -76.1 -75 2 • 36 ft +66.6 +64.8 +63.6 +62.6 +618 +60.6 ' u E -90.8 -73.6 -71.8 -70.5 -69.5 -68.7 68- ',1 '741+'- !='"'''p . -`{ 40 ft +67.8 +66.0 +64.8 +63.8 +63.0 +62.3 +61.2 +60.7 •� 45 ft -75.1 +692 -73.3 +67.4 -72.0 +66.1 -71.0 +65.1 -70.1 +64.3 -69.5 +63.6 -68.9 +63.0 -68.3 +62.5 -67.8 +62.0 50 ft 76.5 +70.5 -74.6 +68.6 -73.3 +67.3 -72.3 +66.3 -71.4 +65.5 -70.7 +64.8 -70.1 +64.2 -69.6 +63.6 -69.1 +63.1 55 ft -77.8 -75.9 -74.5 -73.5 -72.6 -71.9 -71.3 -70.8 -70.3 +71.7 +71.7 +69.8 +68.5 +67.4 +66.6 +65.8 +65.2 +64.7 +64.2 60 ft -78.9 +72.8 -77.0 +70.9 -75.7 +693 -74.6 +68.4 -73.7 +67.6 -73.0 +66.9 -72.4 +66.2 -71.8 +65.7 -71.3 +65.2 0 A 0 z z rA O O -0 U) O W REMARKS DRWN CHKD INIT ISSUE GSS TSB REV- ADJUSTED HEIGHTS EXTERIOR ZONE 5 PRESSURES Mean Roof Ight D IGN PRESSURES (PSF) - ZONE 5 10 15 Z0 Tributary Area (Sq Ft) 40 45 50 25 30 35 0 -10 ft -71.4 +53.3 -683 +51.9 -66. +50. - -65.0 +50.1 -63.7 +49.5 -62.7 +49.0 -61.8 +48.5 - 60.9 +48.1 -60.2 +47.7 11 ft -72.5 +54.2 -69.7 +52.8 -67: +51. -66.1 +51.0 -64.8 +50.3 -63.7 +49.8 -62.8 +49.3 -62.0 +48.9 -61.2 +48.5 a 12 ft 73.7 +55.0 -70.8 +53.6 -68.7 +52.5 -67.1 +51.7 -65.8 +51.1 -64.7 +50.5 -63.7 +50.1 -62.9 +49.6 -62.1 +49.3 -74.7 -71.7 -69.7 -68.0 -66.7 -65.6 -64.6 -63.8 -63.0 +55.8 +54.3 +53.3 +523 +51.8 +51.2 +50.8 +50.3 +49.9 r -75.7 -72.7 -70.6 - 68.9 -67.6 -663 - 65.5 -64.6 -63.8 14 ft +56.5 +55.0 +54.0 +53.1 +52.5 +51.9 +51.4 +51.0 +50.6 15 ft -76.6 +57.2 -73.6 +55.7 -71.4 +54.6 -69.8 +53.8 -68.4 +53.1 -67.3 +52.5 -66.3 +52.0 -65.4 +51.6 -64.6 +51.2 -77.4 -74.4 -72.2 - 70.5 -69.2 L r 1 -66.1 -65.3 16ft +57.8 +56.3 +55.2 + ( -- i� �i��SIS)U�U;, +51.8 17 ft -78.3 +58.4 -75.2 +56.9 -73.0 +55.8 -) + , e 40 l8 `2.7 -66.0 +52.3 -79.0 -753 -73.7 ® a ; 7.5 -66.7 18ft +59.0 +573 +56.4 +GsjA a;w +52.9 -79.8 -76.6 -74.4 -7 . a J 1 -67.3 19 ft +59.6 +58.0 + - , +56.0 +55.x' .2 +53.4 20 ft 80.5 +60.1 -77.3 +58.5 5.1 +57.4 R • a - + ^: •- 7^'^ 8+53.8 il €l 7.9 3.8 -81.8 -78.6 - ..3 - 74,5= ''^ � L"'' -69.1 22 ft +61.1 +59.5 +58.4 +57.5 +56.8 +56.1 +55.6 +55.1 +54.7 24 ft -83.1 +62.1 -79.8 +60.4 -77.5 +59.3 -75.7 +58.4 -74.2 +57.6 -73.0 +57.0 -71.9 +56.5 -71.0 +56.0 -70.1 +55.6 6 ft - 84.3 -80.9 -78.6 -76.8 -75.3 -74.0 -72.9 -72.0 -71.1 +62.9 +61.3 +60.1 +59.2 +58.4 +57.8 +57.3 +56.8 +56.3 28 ft -85.3 +63.7 -82.0 +62.1 -79.6 +69 -77.8 +59.9 -76.2 +59.2 -75.0 +58.6 -73.9 +58.0 -72.9 +573 -72.0 +57.1 -86.4 -83.0 -80 6 -78.7 -77.2 -75.9 -74.8 -73.8 -72.9 0 fr- _ +645 +62.8 +61.6 +60.7 +59.9 +59.3 +58.7 +58.2 +57.8 33 ft -87.8 +65.6 -84.4 +63.9 -81.9 +62.6 -80.0 +61.7 -78.5 +60.9 -77.1 +60.2 -76.0 +59.7 -75.0 +59.2 -74.1 +58.7 -89.2 - 85.7 -83.2 -81.2 -79.7 -78.3 -77.2 -76.1 -75 2 • +66.6 +64.8 +63.6 +62.6 +61.8 +61.2 +60.6 +60.1 +59.6 E -90.8 -87.2 -84.7 -82.7 -81.1 -79.8 -78.6 -77.6 -76.6 ft +67.8 +66.0 +64.8 +63.8 +63.0 +62.3 +61.7 +61.2 +60.7 45 ft -92.7 +69.2 -89.0 +67,4 -86.5 +66.1 -84.4 +65.1 -82.8 +64.3 -81.4 +63.6 -80.2 +63.0 -79.2 +623 -78.2 +62.0 50 ft -94.4 +70.5 -90.7 +68.6 -88.1 +67.3 -86.0 +66.3 -84.3 +65.5 -82.9 +64.8 -8(7 +64.2 -80.6 +63.6 -79.7 +63.1 55 ft -96.0 -92.2 -893 -87.4 -85.7 - 84.3 - 83.1 -82.0 -81.0 +71.7 +69.8 +68.5 +67.4 +66.6 +65.8 +65.2 +64.7 +64.2 60 ft -97.4 +72.8 -93.6 +70.9 -90.9 +693 -88.8 +68.4 - 87.1 +67.6 - 85.6 +66.9 -84.3 +66.2 -83.2 +65.7 -82.2 +65.2 WIND VELOCITY = 175 MPH EXPOSURE 'D' ENCLOSED STRUCTURE, FLAT TERRAIN INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEFINED AS THE C USE OF CRITICAL CS m 2. TABLES VALID 0 3. TABLES VALID F THAN 10° SHA 4. IDENTIFY THE B f � CANNOT BE IDENTI u r 5. ALWAYS ROUND 6. CALCULATE THE TRI THE SPAN LENGTH (HEIGHT) M THAN ONE - THIRD, SPf' QI OPENINGS ONLY- AREA OF AN OPE`I`" }'I BE USED. ALWAYS RO TRIBUTARY AREAS TH • T"" B r MRH 5 60' BASED ON Kd =1.0 ORST CASE' PRESSURES. 'WORST CASE' IS WN VARIABLE AS DESCRIBED BELOW. THESE TABLES. ROOF HEIGHT AS LIMITED ABOVE. APPLICABLE REDUCTIONS FOR ROOF SLOPES INEER AS A SITE SPECIFIC CONDITION. OF HEIGHT. IF THE MEAN ROOF HEIGHT LE VALUE OR CONSERVATIVE ASSUMPTION. E OP ING IN QUESTION (HEIGHT * WIDTH) OR AN EFFECTIVE WIDTH THAT NEED NOT BE LESS ).�.,.... THE AREA BETWEEN STRUCTURAL RAL MULLS. IF THE TRIBUTARY CRITICAL (10 SQUARE FEET) SHALL 0 THE LESSER TABLE VALUE. FOR LARGER D,' r " ST 7. PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 8. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7 -10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 4. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND COR ING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LI ',..,�_N T L • ND VERIFIED BY THE GOVERNING BUILDING DEPARTM ( - `21L7 •ass -g I 3? ' ' • NTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFE 5. THIS SPECIFICA CERTIFICATION. RE APPROVALS FOR DE VALUES WHICH I5 T 6. ADHERE TO ALL 7. NO CERTIFICATIO 8. EXCEPT AS EXPRESSLY AFFIRMATIONS ARE INTENDED. R ANY PRODUCT APPROVED MITTED TEST CRITERIA AND OTHER IMATION AND APPLICABILITY OF THESE TABLE CCORDANCE WITH GOVERNING CODES, M ORDINANCES. OF THE HOST STRUCTURE. N, NO ADDITIONAL CERTIFICATIONS OR a= 10% OF • 044 4cr T-i e RH, WHICHEVER IS SMA �L �� �= • c QF LEAST HORIZONTAL DIMENSION OR 3FT (1 ` ' °-°•'� '�' QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. WALL ZONE FIGURES 03/5 05/12 2010 FLORIDA BUILDING CODE GSS TSB 04/09/12 THIS DOCUMENT IS THE PROPERTY OF FRAM( L BENNARDO, P.E AND SHALL NOT BE REPRODUCED N WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, P.E. "ALTERATIONS, ADDITIONS, HIGHUGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR Crx I IHCATION. ASCE 7 -10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS & CLADDING MASTER PLAN SHEET ASCE 7 -10 PEAK ROOF HEIGHT MEAN ROOF HEIGHT ISO C 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 59883 1 DESIGN PRESSURES (PSF) OPENING SIZE 8' x 6' 8' x 7' 8' x 8' 8'x10' 8' x 12' 8' x 16' 9' x 6' 9' x 7' 9' x 8' 9' x 10' 9'x12' MEAN ROOF HEIGHT 15' -0" 16' -0" 17' -0" 18'_0" -19' 0" 20' -0" 21' -0" +36.0 +363 436.9 - 45.5 +35.6 +36", 4 +363' - 447 -44 X45 9 +352 + - 440 +34.6 +951 - 42.8 43.4 43 9. +34.2 +34.6 +35.1 +33.,', - 404 +35.7 +36:fi36.6 - 44.8 - 45.5 -46.0 +35.3 -44.0 +34.9 -43.4 +34.3 -42.2 +33.9 -41.2 9' x 16' 10' x 6' 10' x 7' 10' x 8' 10' x 10' 10' x 12' 10' x 16' 12' x 6' 12'x7' 12' x 8' 12' x 10' 12'x12' 12' x 16' +35.4 -44.3 +35.0 -43.5 +34.6 -42.8 +34.1 -41.6 +33.6 -40.7 +32.8 -39.2 +35.7 -44.6 +35.4 -43.9 +34.8 -42.8 +34.3 -41.8 +33.6 -40.3 +35.9 -44.9 +35.5 -44.1 +35.1 -43.4 +34.5 -42.2 +34.0 -41.2 +36.2 -45.2 +35.8 -44.5 +35.2 -43.3 +34.8 -42.3 +34.0 -40.8 +36.3 -45.5 +35.9 -44.7 +35.6 -43.9 +35.0 -42.8 +34.5 -41.8 +33.7 +36.6 -45.8 +36.3 -45.0 +35.7 -43.8 +35.2 -42.9 +34.4 -41.3 +36.8 -46.0 +36.4 -45.2 +36.0 -44.5 +35.4 -43.3 +34.9 +37.1 -46.3 +36.7 -45.6 +36.1 -44.3 +35.6 -43.3 +34.8 -41.8 +37.2 -46.6 +36.8 -45.7 +36.4 -45.0 +35.8 -43.8 +35.3 +37.5 -46.8 +37.1 -46.1 +36.5 -44.8 +36.0 -43.8 +35.2 -42.2 +37.6 -47.1 +37.2 -46.2 +36.8 -45.5 +36.2 -44.2 +35.7 =43,2= +38.6- 22' -0" ±39.0 -49.3 82 +38.6 .9 -48.4 +37.8 +38.2 2 -47.7 2'?437.5 - 45.9 -46.4 +36.7 +37.0 9 !,45:4, .9''43&f 3'" -43.7 +98.3 +38.7 - 48.1 -48.6 +37.8 +38.2 - 47.3 -47.7 +37.5 +37.8 - 46.5 -47.0 +36.9 +37.2 - 45.3 -45.7 +36.3 +36.7 - 44.3 -44.7 +38.0 +38.4 - 47.6 -48.0 +37.6 +37.9 - 46.7 -47.1 +37.2 +37.5 - 45.9 -46.4 +36.6 +36.9 - 44.7 -45.1 +36.0 +36.4 - 43.7 •44.1 +34.9 -43.4 +34.5 -42.5 +342 -41.9 +33.6 -40.7? +33.1 -39.7 40.'" gUOt4i 3F- X18 i +32.4 +32.8 +33.2 +33.6 +34.0 +34.4 +34.7 +35.1 -38.2 -38.8 -39.3 -39.7 -40.2 - 40.6 - 41.1 41.5 +35.6 -42.5 +37`5 +37.8 46.5 -47.0 °+37.0 +37.4 i440, -46.1 .7 +37.0 - 44.9 -45.4 +36.0 +36.4 p 741 35. + 5.9 7` -43.1 23' -0" +39.4 -49.7 +38.9 -48.9 +38.5 -48.1 +37.9 -46.8 +37.4 -45.8 +36.6 -44.2 +39.0 -49.1 +38.6 -482 +38.2 -47.4 +37.6 -46.2 +37.0 -45.1 +36.2 -43.5 +38.7 -48.5 +38.3 -47.6 +37.9 -46.8 +37.3 -45.6 +36.7 -44.5 +353 -42.9 +38.2 -47.4 +37.8 -46.6 +37.4 -45.8 +36.7 -44.5 +36.2 -43.5 +35.4 -41.8 24' -O" +39.7 -50.2 +39.3 -49.3 +38.9 -48.5 +38.2 -47.3 +37.7 -46.2 +36.9 -44.6 +39.4 -49.5 +38.9 -48.6 +383 -47.9 +37.9 -46.6 +37.4 -45.5 +36.6 -43.9 +39.1 -48.9 +38.6 -48.0 +382 -47.3 +37.6 -46.0 +37.1 •44.9 +362 -43.3 +38.5 -47.9 +38.1 -47.0 +37.7 -46.2 +37.1 -44.9 +36.6 -43.9 +35.7 -42.2 25' -O" +40.1 -50.6 +39.6 .49.7 +39.2 -49.0 +38.6 -47.7 +38.0 -46.6 +372 -44.9 +39.7 -49.9 +39.3 -49.0 +38.9 -48.3 +38.2 -47.0 +37.7 -45.9 +36.9 -44.3 +39.4 -49.3 +39.0 -48.4 +38.6 -47.7 +37.9 -46.4 +37.4 -45.3 +36.6 -43.6 +38.9 -48.3 +38.4 -47.4 +38.0 -46.6 +37.4 -45.3 +36.9 -44.3 +36.0 -42.6 K L BENNARDO, P.E. ASCE 7 -10 2010 FBC °A��/ OBO1MY OPENING SIZE 15' -0" GARAGE DOOR PRESSURE CH (WORST CASE DESIGN P DESIGN PRESSURES (PSF) MEAN ROOF HEIGHT 16' -0" 17' -0" 18' -0" 19' -0" 20' -0" 21' -0" 22' -0" 23' -0" 24' -0" 25' -0" 14' x 6' +34.5 -42.5 +35.0 +35.4 +35.9 +36.3 - 43.1 - 43.7 - 442 -44.7 +36.7 -45.2 +37.0 -45.7 +37.4 -46.1 +37.8 -46.6 +38.1 -47.0 +38.4 -47.4 14' x 7' +34.1 -41.7 +33.8 - 41.0 14'X1 14' -3 3! +32 0 3fi4 +34.3" +34 8 -42.2 -42.6 +34.6 +35.0 +35.4 +35.9 - 42.3 - 42.9 - 43.4 -43.9 +3, +35.5 +3 6 +37(1 X34 5 +34.9 -41.9 +34.4 -40.9 +34 433.6 39 A' +349 +351 38 7 -T415,2<: +35.7 .43 .3 -43.8 15'x`8'- 15' x 10' +33.0 -39.5 +36.1 -44.3 '•i?3�i;7 -43. +362 -44.4 +35.9 -43.6 +35.3 -42.4 +34.7 -41.4 +34.0 -39.8 +365 -44.8 44-36-i0 +35.7 -43.2 +35.1 -42.0 +35 3 -412 -42.8 +33.5 +33.9 +34.3 +34.7 - 40.1 - 40.6 - 41.1 -41.5 +36.6 -44.8 +36.2 -44.1 +35.6 -42.8 +35.1 -41.8 +34.3 -402 +36.9 -45.3 +36.4 -44.4 +36.0 -43.7 +35.4 -42.4 +37.0 -45.3 +36.6 -44.5 +36.0 -43.2 +353 -42.2 +34.6 -40.6 +37.2 -45.7 +36.8 -44.9 +36.4 -44.1 +35.8 -42.8 +37.3 -45.7 +36.9 -44.9 +36.3 -43.6 +35.8 -42.6 +35.0 -41.0 +37.6 -46.2 +37.1 -45.3 +36.7 -44.5 +36.1 -43.3 +37.7 -46.1 +37.3 -45.3 +36.6 -44.0 +36.1 -43.0 +35.3 -41.3 +37.9 -46.6 +37.5 -45.7 +37.1 -44.9 +36.4 -43.6 +38.0 -46.5 +37.6 -45.7 +36.9 -44.4 +36.4 -43.4 +35.6 -41.7 +382 -47.0 +37.8 -46.1 +37.4 -45.3 +36.7 -44.0 15' x 12' +32.5 -38.6 +33.0 +33.4 +33.8 +34.2 -39.1 -39.6 - 40.1 -40.5 +34.6 -41.0 +34.9 -41.4 +35.3 -41.8 +35.6 -42.2 +35.9 -42.6 +36.2 -43.0 15' x 16' +31.8 -37.1 +32.2 +32.6 +33.0 +33.4 -37.6 -38.1 -38.5 -39.0 +33.8 -39.4 +34.1 -39.8 +34.4 -402 +34.8 -40.6 +35.1 -40.9 +35.4 DESIGN NOTES 2010 FLORIDA BUILDING CODE, ASCE 7 -10 Kd =0.85, Kzt =1.0, Kz =TABLE 30.3 -1 qh = 0.00256 *Kz*Kzt*Kd *V*V P = qh ((GCp)- (GCpI)), GCpI =+ -0.18 EXTERIOR (CORNER) ZONE 5 USED THROUGHOUT TABLE OVERALL TRIBUTARY AREA USED FOR RESULT 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 15 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- 15.BA1SED'ON THE 3 SECOND GUST (WIND VELOC[EY kOR PRY)! (GENERAL DENTLAL $& RCIAL CONSTRUCTION). 5 NO , FOR USE Wr D1ES �L SS FOR FLAT TERRAIN 55 COEFFICIENT ILDING ONLY. VERIFY FACTOR) WITH ,ILMHZ = HIGH ABLES ARE FOR WALLS 16' x 6' +34'2 -41.9 +34.6 +35.1 +35.5 +35.9 - 42.4 - 43.0 - 433 -44.0 +36.3 -44.5 +36.7 -44.9 +37.0 -45.4 +37.4 -45.8 +37.7 -46.2 16' x 7' +33.8 -41.0 +34.2 +34.7 +35.1 +35.5 - 41.6 - 42.1 - 42.7 -43.1 +35.9 -43.6 +36.2 -44.1 +36.6 -44.5 +36.9 -44.9 +37.3 -45.3 +385. -463 +373] 16'x8' +33.4 -40.4 +33.9 +34.3 +34.7 +35.1 - 40.9 - 41.4 - 41.9 -42.4 +35.5 -42.9 +35.9 -43.3 +36.2 -43.7 +36.6 -44.2 +36.9 -44.6 +37.2" -44.9 16'x10' +32.8 -39.2 +33.3 +33.7 +34.1 +34.5 -39.7 - 40.2 - 40.7 -412 +34.9 -41.6 +352 -42.1 +35.6 -42.5 +35.9 -42.9 +362 -43.3 +36.6 +32.4 16'x12' -38.2 +32.8 +33.2 +33.6 +34.0 -38.8 -39.3 -39.7 -402 +34.4 -40.6 +34.7 -41.1 +35.1 -41.5 +35.4 -41.8 +35.7 -42.2 +3&0` -42.6 16' x 16' +31.6 -36.7 +32.0 +323 +32.8 +33.2 -37.2 -37.7 -382 -38.6 +33.6 -39.0 +33.9 -39.4 +34.3 -39.8 +34.6 -40.2 +34.9 -40.6 +35.2 -40.9 PA TOP ONLY -h1 =018) ,E USE OFKfd 4.881 LOCAL DI LOZITY,HUR CANE 5 I RPOSOF ES THE WORST CASE DESIGN PRESSURE LES _BELOW THE GARAGE DOOR OPENING ISSUMED TO BE ENTIRELY WITHIN THE LIMITS FOR END ZONE 5 LISTED IN ASCE 7 -10. STE ORD.I .CA1 =YF gC'tn `PRSI TON CERTIFICATIONj zOFFE . D FOR THE `- INTEGRITYOF.THE` HQ� PXCEP -.„4t TAS EXPRESSLY PREAR ED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 0 w ZEE zE9 w 0 0 0 ,��gA �gu a g a Q te"+3 051 2 Qu O 0 N CGPYRIGGE GNEERNG 00 -MPS10 -450 01 SCALE' PAGE DESCRXPTIONI or1 NIL 1(1°5- , 4,� {{ Garme. door 8"4"X 4 X E DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Company • 8585 Duke Boulevard Mason, OH 45040 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: 2" US Ins. Steel Sectional Garage Door up to 9' -O" Wide w/ Impact Resistant Utes APPROVAL DOCUMENT: Drawing No 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310 /67/HDGL, 4400/01,11 Models ", sheet 1 of 1, dated 11/19/1996, with revision 5 dated 1/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located ed on the door's side track, bottom angle, or inner surface of a panel. 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 inhere has been a revision or change in the materials, use and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 07- 0807.14 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 248 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www miamwade.aov/neral NOA No. 12- 0125.04 Expiration Date: September 20, 2012 Approval Date: April 5,2012 Page 1 Clonav Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 101703, titled "HDO/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models ", sheet 1 of 1, dated 11/19/1996, with revision 5 dated 1/2012, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 07- 0807.14" 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202, 2) Large Missile Impact Test, per FBC TAS 201, • 3) Cyclic Wind Pressure Test, Loading.per FBC TAS 203, along with marked-up drawings, prepared by American Test Lab, Inc., Test Report No. ATI.,NNC 0823.01 -06, dated 12/18/2006, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS "Submitted umkr NOA # 07- 0807.14" 1. Anchoring calculations, dated 07/3012007, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS "Submitted under NOA 0 07-0807.14" 1. Tensile Test, per ASTM E8, Reports No. HETI- 06- T6041605/606, prepared by Hurricane Engineering & Testing, Inc., dated 09/22/2006, signed and sealed by Rafael E. Droz -Seda, P.E. 1. Corrosion Resistance Salt Spray Test, per ASTM B117, Report No. 30160-04- 63365, - prepared by Stork Twin City Testing Corporation, dated 01/26/2005, signed by John D. Lee, P.E. 2. Ignition Properties of Plastics Test, per ASTM D1929, Report No. 3082959 -500, prepared by Intertek Testing Services NA, Inc., dated 09 /16/2005, signed by Anthony Penaloza. 3. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960 -500, dated 10/04/2005 and Report No. 3094867SAT -001, dated 04/13/2006, prepared by Intertek Testing Services, NA, Inc.,. signed by Javier Trevino and Anthony Penaloza. F. STATEMENTS 1. Statement letter of code conformance to 2007 and 2010 FBC, dated 01/19/2012, signed and sealed by Scott Hamilton, P.E. 'Submitted under NOA # 07- 0807.14" 2. Statement of no financial interest, dated 07/31/ 200.7, signed and sealed by Scott Hamilton, P.E. E -1 diM7 43 t2 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 12- 0125.04 Expiration Date: September 20, 2012 Approval Date: April 5, 2012 4 3 2 gam' ' NOV 0 6 2012 1 B���q�ommo°000�e 1 BRAND / SERIES I2APAY / GALLERY INFIDEL NUMBERS SHORT PANE. GDPSP, GR2SP LANG PANEL. GDBLP, GM? HULKS / ARTISTRY ARESP 101LP IDEAL / DWRESSEINS EDRSP ED0LP 4319 ® 1084.-111: c B A PM DOOR WITH - 0•-e° SECTION C -C BOOR HEIGHT OF sECT'IONS UP TO 8'0' 4 S IOIY TO 18.0' 6 111' TO 14'0' 7 14'3' TO IWO' E MAX SECTODI HEIGHT. 24' SEWER UM SOWN 8417 m-Pir POW TRACK WO A STONT 10 4A. 101. OQV. STEEL ETC SEE 12 OA OILY. STEEL TRW +A DUN 7 WOOD LAO SCREW WI BRACKET. r OILY. STEEL 70001 FASIETIED TO WW1 8000100 EACH WICKET Ammo / NUT OR 7110 1/e ROWS 14.04.2101421111 14.131.11011111WWWES SECTION A -A r 4)ECf -f i- 3' TAI- SO IWI O -BAR 20 OA. BALM SM. L� 31- 'r- 70101E AND GROOVE .10211D SILICONE 18 1EB SWAM SWARMED FRONT AND 27 GA. (6010 1011 OR &GEW SI®. Rol 0-40 YIELD 8 00 0080044 32 OSL �BMOD -OR PaTE81ER PANTED TOP COPE AMMO MIRROR & ABn. WOMERSTRIP. REVISIONS REV. NO. ZONE: DATE: ECN NO. DESCRIPTIQN 01 09/2009 REVISED FOR M -0. 02 01/2012 SH AFFIRMED COMPLIANCE WITH 2010 FBC. POLY . 1# FLAY trauma (81DNATEO TO BOTH ateRom AND 800088 81018. FOAM INMEATIO1 IS AN AFPROVE0 0014 RAM (TER RHO 281 A® DEMI RECIUMra1S OF 00 2013.4.1.9. '12 &0A.V. STEEL TOP ROLLER 1/2' x 5-3/67. 10011 BRAME A A HOD W /(4) 1414,8/8' SHEET METAL 14 GA BALM. ROLLER H80E EACH IMGE FFrr8�100 TO END RILES WDI (4) 11aF 1'APP010 fMB78. (4) 1/4'>0/4• 1W0 PER MR PROTON. *080410 16TH flog�4 SELA W4400 MIMS PER 10L 04R SIZE- CORER 1010: MIMED TO DAM DER 10/(4) 6101 /143/8. 1108 1EOA. SEERS. 14 OA. 8873. SIM ROLLER 10M FASTENED TO 80 SEES 10/(4) ECM /143/0' 70407 MIL SCRE78 AND (4) 1/4'x3/4' SELF 11000 SCREWS. 2' 10 BALL STEEL ROLLER (1 -3 /10' N 7 /16' C 4-1/45 17911 STEEL OR 11rlON 1110. JAMB TO SUPPORTING STRUCTURE ATTACHMENT TRH 0 VERTEX FROM (ORAL #2 N0 � FROM BOOR I TRACK TO TRANSFORM 40 THE HOAOLEJTAL (TOP) JAL.®. 2. AL 4110 403 00RS MAY BE (BUT ARE NOT QED 10 NO =MRS= S= TO FRONDE A KM MOWING WRPACE. 3. A STRESS SCREASE OCR W00 LORI MS 161E WED 01 THE 04.09Al1Et W AL0000.E LOADS OCR 484800 AND MINERS FOR SIM. OONC0E1E AID 41130IRY. THE 211 80410A. WOOD AIRS ARE TO BE MADE 202 BETTER YELLOW PINE NO LOAD 1S TRASEfRiEO TO THE 11001418 8 . (TOP) .1481. ALL MB PASIENEIS MAY BE OUT NOT REWIRED) COWGEA 1340 TO PROVIDE A MOH 00181100 MO= 91 1( #140/8" SHEET > 0118. SWISS STEEL OA.V. SIGN WITH PRIMER AND A &51PD -ON PAINTED TOP COW. PREPARATION OF JAMBS BY OTHERS in 011.1E OES®1 OF THE EWPORTEO 81RUWl0At 00110108 SHALL 011 THEA 111 W THE 000 140. of Maw FOR 11E Maim BUONO OR moos RR E IMO 1 8 ED W THIS M000 T 91WPORT O SIMOIUBIL EMENDS MILL i OWNED BY AEC 711 DRAM R WORM FOR WIND LOADS SHOW 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT BUILDING 1YPE FASTENER TYPE MAIM • STEEL ON CENTER c001010 =111 REWIRED', t�. "UM' 00 1/4' x 2-1/2' (1' ENDO) 1110 DAWN «8101IE MOOR {2 -1/8' HOC. EDGE ESTAM$j 0-1/2' i' OD. 4S-17[_,50.,L2 :iML x_-J 11,02 ,.ce.iErL+s.;+rsiw7LiiL• WEIMIW LTi iia= .:! ?91u.1it .E :414 W‘ IIrf;i? = "_ZT i,r1R. -, -ari a& FT_ a'- r*,'..zczrv..r..rlr_:4t-i • >rrr i1 TLLi0Y•A mirror. mEran;,, (S�Er1 ,_, ..M1=ILSC.I. ILL Ix,r,.;i11,,,,+Miiticd11tMYCSIR 7LIAT t 1.95- • � Vtiic ..W UrMEUaa- i4,577!;•`7 r�- rii4 [E717L54'!IO�IT(Ci Wx,707.7. 41EGMIFFIG11"'!111 =P: .i 711 „r «a In T:4. • - 1887 088TORO FRCS 8017!1 a ND ROBS MON H OF Or 180008 ON OEN10R OSTAN E 0184101 ARM 006111ED a LEST AS NM .0'68: DOER OP90N NEED: 4 DESI¢N ENONEER: 0001010. 111401 8010080 Sr Dom 0008LER (+o 8101) 13 PA. OALY. 8'IF0L TM0 060047. 0X01 00mp 10 11000 48101 10011 (3) 111034 WNFR ABOVE THE DOOR 0148040 ODES NOT AFFECT 111E TA70 LOAD NW081. ISOGISGIOWIFIGWI 1.' ON.Y. STEEL TRACK, TRACK MOMS& .000' '24' D c 4.=u !;a'1i , k_NS M S�ir:3ift: ii �r ti W.:life:1.34M 4/ TWA Sad FL10ifil t•iaWIW [1:4110006 0i .,AW(412.ZI -SNLW ._$r tails 112■1100 0221a0./d 1,Z.Ne INI.ilRSlrtai 0000 CCAU.21 F9r3iOra. iFi -ii 0000 LISA Cal r v 11rr�idL1 x'+8000 E -d. V 11r*r7 iT_TINO irr:.al•i 7o VAN t1Y to 00 Tar. m1rsLVVFria 6111lf-AIe,,roi•1icanra111 ,F IGTA KTYHFIIVAARIMIEil■01.5••_42v0Bi 1.76.5E r 0 fr.Mf11e tlr:vE � .1P1ISMIULJSTM R ETA •.^J ETF:O Ti0114.LFaridf12M1W'SiVAN t.NINIS iON11101NI :E Si1T i1 ESVP.1fF'iE'SMITA NMI trial IOW 0 tLIM11 rr,:iiTS11:L111 .711F'vEl.lft-fili1.::1iFACIMI TL;aTIT'0iFFYr'01771E.1i[:I:7i 81 'ILA 84EL v iLSG]I EEG PZIPAIFC'xrEn1II `.ir- i6KI41IEL iNW= 1- .d ITTHFTSr911LW1F 'Sr0"if.`.Cfiti':fR?Iift:?S' 1.ryG11 L' 41120 01TA IISESif .T`i•174/111ENT:'SFT.'iISTYST 2Y411i^3Y'SNiF'.ii:'3i[1:if 1 JfTe:WiP 2401 110. 2- 1/2'212 QA GALE. 870. 100 ER80700 TRW( BRAD= PER SOB: SIP 10 Y MI} n8077 ENE7E18 PER 50E 0144 1D 10' TRACK 0810078 PER SDI 7RA:K 88ACIETS PER ODE 10 74' 0 Twx4r Eames PER six 10 If WOMB OP THE 2007 2010)W. • t gita. • .P:�., 'FLORIDA P.E. #63286 nAgrmri DESIGN LOADS: +54.0 P.S.F. & -60.0 P.S.F. Clopay TEI " s z-r" . s. Mtn P aab FIx No. 813-7)0 -4893 cLOPAY VWDLOAD RATING W8 DESCRIPTION: 2' SINGLE CAR GALLERY EPS GO2SP DRAWN BY: BFA DATE: 7/08/08 SCALE: NONE CBECRED BY: SH DATE: 07 /08/02 SHEET 1 OF 1 DWG.D SIZE DWG. NO.: 104119 VER: MD B A R W B C R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authomation No. 9813 Product Evaluation Report Report No.: FL -1 5180.11 Date: Februmy February 23, 2012 Product Category Sub Category Manufacturer Product Name Exterior Doors Swinging Exterior Door Assemblies Plastpro Inc. 5200 W. Century Blvd. Los Angeles, CA Phone 440.969.9773 Smooth / Wood Grain 1 White Wood Grain Rustic / Mahogany Series N Fiberglass Door Inswing/Outswing -"Impact" Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for Plastpro Inc., based on Rule Chapter No. 9N-3, Method 1D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Umltatlons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements including the °High Velocity Hurricane Zone ". 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring Wind -bome Debris Protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets Missile Level "D" and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 15180.11 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". 8. Inswing configurations do not meet the water infiltration requirements for the "HVHZ". Inswing units shall be installed only in non- habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 9. See drawing FL- 15180.11 for size and design pressure limitations. Supporting Documents: 1. Test Report No, Test Standard Testing Laboratory Signed by TEL 01390365 TAS 201, 202, 203-94 Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. CTLA 924W and 924W -1 TAS 201, 202, 203-94 CTLA Ramesh Patel, P.E. ETC 07- 209 - 19303.0 ASTM D2843 -99, ASTM D635 -98 ETC Laboratories Ben Meunier ASTM D1929- 96(2001), ASTM D638 -03 ASTM D2843 -99, ASTM D635 -98 ASTM D1929-96(2001), ASTM 0638-03 ASTM E84-05 ASTM G26 -95, D2843 -99, D635 -98, D 1929 -06, 0638 -03 ETC 08 -209- 20609.0 ETC 06 -255- 17412.0 ETC 05 -255- 16776.0 2. Miami -Dade NOq 10- 1209.01 3. Drawing No. No. FL- 15180.11 4. Calculations Anchoring Materials Testing HP Polypropylene Prepared by RW Building Consultants, Inc. (CA #9813) Prepared by RW Building Consultants, Inc. (CA #9813) ETC Laboratories Gurjinder Dhami ETC Laboratories Joe Doldan, P.E. ETC Laboratories Joe Doldan, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Plastpro Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. PF 1647 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 2/24/2012 5 5 re.lvo 5idi2_ ,ejc- te.rioc- door (We) qieetact -Eo 1-t v w z Mania�Ortt plastpro 5200 W. CENTURY BLVD. OS ANGELES, CA 90045 w/ In R ogany Series 0 Fiberglass Door INAWN110/ OUTSWING �MPA GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product compiles with Section 1626 of the Ronda Building Code and does not require an impact resistant covering. 4. When used in areas outside of the llVHZ" requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.24 of the FBC. 5. For 24 stud construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the detaBB of this drawing require further engineering analysis by a licensed engineer orregistered architect. 7. Outswing configurations meet water infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the "HVHT' and must be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy that the angle between the edge of canopy or overhang to sit is less than 45 degrees. TABLE OF CONTENTS SHEET# DESCRIPTION t Typical elevation. design pressures. & general notes 2 Door panel details 3 Horizontal dosssection 4 vertical cross sections 5 3 pointtack details 6 3- piolnls lock defals 7 Buck and frame ancho ` 8 Components 9 Bill of materials (ors 37.50 MAX. OVERALL FRAME WIDTH 1 ES m X g / / / NE OUTSWING 37.50 X 81:13" +75.0 -75.0 See sheet 2 for hardware design pressure limitations Q(0 z MD 02/16/ 2 tcALE3 T.S. arm. Ern JK o c.. en LFS DRAWING NO. FL- 15210.1 rr P orb 0 z 0 20 13 ta,w. aumosNo 35.76' MAX 0.A. WIDTH 'ME 0 DOOR PANEL Fiberglass @Howzotinx CROSS SECTION SEE HARDWARE TABLE SEE HARDWARE TABLE NME( DEAD SIGNATURE MIMES SIGNATURE SEWN (MO) ± 75 SOILAGE NOS: NAIMOLI: IF" SIMMS 081) SENS (MOM ± 75 PAWL LEVEt NAIMOLI: FMB SERB FD7 SINS ± 75 DOFFS MUMPONT tom VONT TONGUE ±50 W &F MULII-POINT Loom IMISIMINI °MOD" SERIES ± 75 See sheets 5 and 6 for multi-point lack details. NERIOR erreaoR 2 TVERTICAL CROSS SECRON a Agla 02/ 6/ 2 cast N.T.S dm WA cm LF$ ORMOND NO.: FL-15210.1 S'IEET _2_ °FA_ 3 INTERIOR 0 00 0 if 0 A nil 0 11111 EXTERIOR 1 -1/4 MIN. EMB. MP.) C)$ HORIZONTAL CROSS SECTION Shown w/ lX sub -buck 0.15 MINK flYP4 INTERIOR 1 -1/4 MIN. 64111.m�a a• EXTERIOR 0 2 HORIZONTAL CROSS SECTION ) - hewing g RN oar; 1 a Dm 02/ 6/ 2 same N.T.S. vas. so A< LFS DRAWING NO.: FL- 15210.1 i 9 m' IE EXTERIOR INTERIOR EXTERIOR INTERIOR VERTICAL CROSS $ CECi1ON 4 �v EXTERIOR Pgrorr OVERNCAL CROSS SECTION Shown w/1Xsub -buck IE INTERIOR 0 00000 VERNCAL iay •. Mowing cordirguratIon 0 C)d VERTICAL CROSS SECTION Shown w/ ADA threshold 0 EXTERIOR 0 0 COI kit a, INTERIOR 0 0 g15101 ja 4 jai I 11 I 1 s OM 02/ 8/ 2 BO" N.T.S. DM BY JK i'JCC. BYS LFS PINVING NDa FL- 15210.1 sigEr OF-9— 0 a A MANUAL RAISED TONGUE GEAR SYSTEM HOPPE MUDI.POINNf LOCKSET 3- Point longue 0 MUut- PdN1'STRIKE MATE O uTCHAND L AL LTSI!IECEMATE '13 Tongue system 2X BUCK 1X BUCK 2X BUCK IX BUCK 2X BUCK 1X BUCK PURE JAPAN g 10 i - 1 a oAtEx 02/18/ 2 SOLD N.TS ma et: JK mat an LFS OILUDIO aO4 FL- 15210.1 MET oR� a a 3 0 m a at ID 0 W & ETrkenrdum=SERB 3 pt. Lock 2X BUCK 1X BUCK STRIKE JAMB DETAIL DM 02/ 8/ 2 mum N.T.S. owe. JK arc. en LFS DIMING FL- 15210.1 0 2 rc ro 0 ro A e. fasisade a _.•1 MASONRY OPENING 2X BUCK VP. HEAD & JAMBS bomb Bf/CA ANCHOA►NG CONCRETEANCHOR NOTES: 1. Subsftufion of equal concrete anchors from a different suppfermay have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers maybe adjusted to maintain The min. edge distance to mortarJoinis Concrete anchor locations noted as MAX. ON CENTER must be adjusted to maintain the min. edge distance to mortarJofits, additional concrete anchors maybe required to enure the "MAX. ON CENTER dimension are not exceeded. 3. Concrete anchor table: STRIKE JAMB 1TW ELCO I1W SEE HINGE DETAIL (IYP ) MASONRY OPENING 2X BUCK IX BUCK TYP. HEAD & JAMBS FRAME 2X BUCK FRAMEANCHORfNG Masonry conshucfion 1X BUCK 2X BUCK 1X BUCK 2X BUCK 1/4 1/4 3/16 1 -1/4° 1 -1/4° 1.1/4 . 1° 2-5/8" 3° 4 2.1/4 LATCH m DEAO8OLTDETAIL HINGE DETM trewing HINGEJAMR 1X BUCK 2X BUCK HINGE DETML 0 jel I% Q z x+02/8/2 N.T.S. sown MR er JK ax ee LFS o rra ea.: FL- 15210.1 • ZoFJ • • DIP ROSH) GHOSE7NG IHREHOLD Enda' (Merles) 5.625 O m$wR�lG Th H0LD (Z. 00111SWINGDIREENOW Columbia High Dam 1581) C. � 6.3)01SWRIGTHRESIOLD Colo/ebb THRESHOLD • t. nom THRE W D't1 4.W 1 �� 244' -1 - 213 ---►t OPOLYFmERJAMB 456" ® WOOD JAMB Derma Force S PE650 2086' _ _ ODOOR BOTTOM swap ® ADA1I LC*D DW gi a mac 02/ 6/ 2 scam N.T.S. a� JK OK ert LFS DIMS NO FL-15210.1 BILL OFMATER/ALS 11131# MCMINN MAMMAL A IX BUCK SG>=0.55 WOOD B 2X BUCK SG> =0.55 WOOD C T/4 MAX. SHIM SPACE D 1/4° X 2-314 PFH ®.00 OR 1TW CONCRETE SCOW STEEL. E MASONRY -3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 1/4 X 3-3/4 PFH ELCO OR ire CONCRETE SCREW STEEL H 3/16 x 3-1/4 PFH TIW CONCRETE SCREW STEEL 1 1/4°X 1-3/4 PFH ELCO OR ITW CONCRETE SCREW ST€H, L #8 X 2-1/2' PHI WOOD SCREW STEEL 1 POLY FIBER JAMB COMP. / VINYL 2 FINGER JOINTED PINE FRAME WOOD 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL 9 4 X 4' BUTT HINGE STEEL 11 #9 X 3/4° PFH WOOD SCREW STEEL 22 3 POINT 'TONGUE MULTI -PO1Nt LOCKSEr (Mfg. BY HOPPE) STEEL. 23 MULTI-PONT SIRTICEPLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLTSTRIKE PLATE (TONGUE SYSTEM) STEEL 27 LATCH STRIKE PLATE STEEL 28 DFADBOLT STRIKE PLATE (SECURITY) STEEL 29 ADA THRESHOLD ALUM 30 OUTSWING THRESHOLD AWM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 34 OUTSWING THRESHOLD ALUM/WOOD 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 40 DOOR PANE. -SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION D(TAIIS - 55 #10 X 1 -1/T PFH SCREW STS. 57 BACKING PLATE STEtB. 58 #8 X 2° PFH WS STEEEL. 60 MULTI -POINT STRIKE PLATE STEEL 62 LOCK ASSEMBLY STEEL a nATEI 02/ 6/ 2 SAM N.T.S. L*1 att JK nit ers LFS DRAMING NOts FL- 15210.1 Florida Building Code Online Page 1 of 4 BCIS Home Log In User Registration Hot Topics Submit Surcharge € Stets & Facts `:. Publications ' FBC Staff BCIS Site Map Units Search Busines Professi Reg u t:i.t ati €o Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application Usk > Application Detail FL # FL15210 -R1 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address /Phone /Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbIdgconsultants.com Authorized Signature Vivian Wright rickw@rwbIdgconsultants.com Technical Representative Scott Johnson Address /Phone /Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 18 scottjohnson @plastproinc.com Quality Assurance Representative Ron O'Connell Address /Phone /Email Category Subcategory Compliance Method 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL15210 R1 COI Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 http: / /floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3 yVVKJZ1QRCFPq... 11/7/2012 Florida Building Code Online 4 * Equivalence of Product Standards Certified By Sections from the Code Page 2 of 4 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL15210 R1 Equiv of STANDARDS.odf Product Approval Method Method 1 Option D Date Submitted Date Validated Date Pending FBC Approval Date Approved 06/22/2012 06/25/2012 07/03/2012 08/07/2012 Summary of Products FL # Model, Number or Name Description 15210.1 a. Smooth/Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door - Inswing /Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.1 for Design Pressure Ratings, any additional use limitations, installation Instructions and product particulars. Installation Instructions FL15210 R1 II INST 15210.1.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.1.pdf Created by Independent Third Party: Yes 15210.2 b. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite or Sidelites - Inswing /Outswing (OX or X0; OXO - Conflguratlons) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.2 for Design Pressure Ratings, any additional use limitations, Installation instructions and product particulars. Installation Instructions FL15210 R1 II INST 15210.2.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 Ri AE EVAL 15210.2.odf Created by Independent Third Party: Yes 15210.3 c. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 6'8 "Impact" Opaque Fiberglass Double Door with or without Sidelites - Inswing /Outswing (XX; OXXO - Conflguratlons) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.3 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. Installation Instructions FL15210 R1 II INST 15210.3.odf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.3.Ddf Created by Independent Third Party: Yes 15210.4 d. Smooth /Wood Grain /White Wood Grain /Rustic /Mahogany Series 0 Fiberglass Door 6'8 "Impact" Glazed Fiberglass Single Door - Inswing /Outswing (X - Configuration) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 15210.4 for Design Pressure Ratings, any additional use limitations, installation instructions Installation Instructions FL15210 R1 II INST 15210.4.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL15210 R1 AE EVAL 15210.4.Ddf Created by Independent Third Party: Yes http : / /floridabuilding.org /pr /pr_app_dtl.aspx ?param= wGEVXQwtDgv3yVVKJZ1 QRCFPq... 11/7/2012