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WS-12-97Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 173882 Permit Number: WS- 1 -12 -97 Scheduled Inspection Date: May 23, 2012 Inspector: Bruhn, Norman Owner: NEWMARK, ADAM & JESICCA Job Address: 355 NE 93 Street Miami Shores, FL 33138 -2854 Project: <NONE> Contractor: HOME OWNER Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060136290 Building Department Comments REPLACE GARAGE DOOR Passed Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 168989. NO ACCESS. NB May 22, 2012 e For Inspections please call: (305)762 -4949 Page 22 of 23 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 A:- JAN 2 BY: BUILDING Permit No. S 2.m PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING 3fC 3 \4e1MY1 OWNER: Name (Fee Simple Titleholder): /FDA VA N VVM *V-F4.. Phone #: U+cio Address IJ" 517-c'e1 City: `o,\ P\tem 5k■(p7�.� State: Tenant/Lessee Name: NIT 1 Email: Q11K1Q ta■100. G©19Y1 FL Zip: 3616t2 Phone #: JOB ADDRESS: G`�Ve°° City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: I 1 32(10 -015 ' WI 0 Is the Building Historically Designated: Yes NO )( Flood Zone: CONTRACTOR: Company Name:� ' V�i' �'� Phone #: .. Address: t^ _�,. , U ( - . 1. _ , i _ - 1 - Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone #: Email Address: DESIGNER: Architect/Engineer: Phone #: State: f0 Value of Work for this Permit: $ j,Q 010 , Square/Linear Footage of Work: Type of Work: ❑Addition OAlteration ❑New Repair Description of Work: P 1 c B993 d o c ***************************************Fos******************************************** Submittal Fee $ Permit Fee $ ,1 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 l 4&iD Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for FI.RCTRICAL 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 cha ; ed. Signature 1 Owner or Agent Contractor The foregoing instrument was ac ww11�edged before me this � The foregoing instrument was acknowledged before me this day of ri `, 201? , by I -SS t 44' f�i " i( .day of , 20 _, by who is personally known to me or who has produced CLAP 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: �'''- I1 j j 11 I I I / i'/ / NOTARY PUBLIC: `' 4060' L ® ®;�' �.= Sign: — ` = Sign: Print: - �i1 �� 1� -... Print: 9n�E, My Commission Expires: 1/111!1111111'" * * * * * * * * * * * * * * * * * * * * * * ** * ** ************ * * * * * * * * * * * * * * * * * ******-k�k**** **** #=kk�k** ******-k *�k�k�k�k k+k>k�k�k k�k�k�ha��K,R *** My Commission Expires: APPROVED BY Plans Examiner Structural Review (Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09) Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 , OWNER BUILDER T IILDER DISCLOSURE STATEME NAME: A1Q1i J v �i DATE: 1 11- ADDRESS: ' $* UV °t3�`t J I ) S3 1 3 `E 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 I, 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 `4 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. 3. I understand that, as an owner builder, I 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 lice see 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 o r substantially improved it for sale or lease, which violates the exemption. Initial 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial /(Ie/ 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 willful acting as an owner- builder and am aware of the limits of my insurance coverage for injuries to workers on my property. f ) Initial `I 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. �tJ 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 govern 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 Service, 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. mvforidalicense .com/dbor/pro /cilb/iindex.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 k 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 returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's 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 day of Og By 00 K4,01/0r��. Produced/ere/ ii// OWNER ,20/2 who was personally known to me or who has r� V/ 11 a 1 2-0as identification. NOTARY s.$ P`,` /c,, CLAUDIA V. CUBILLOS Notary Public - State of Florida I. •" : My Comm. Expires Sep 23, 2015 =;��.> col: Commission # EE 128810 '''h,,, ;; Bonded Through Natio.,al Notary Assn. 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING EXTERIOR ZONE 5 PRESSURES INTERIOR ZONE 4 PRESSURES Mean Roof Height DESIGN PRESSURES (PSF) - Zone 4 Mean Roof Height DESIGN PRESSURES (PSF) - Zone 5 10 15 20 Tributary Area Sq Ft) 40 45 50 10 15 20 Tributary Area (Sq Ft) 40 45 50 25 30 35 25 30 35 15 ft 18 ft -59.3 +54.7 -80.1 +55.4 -57.9 +532 -58.6 +53.9 -58.8 +52.2 -57.6 +52.9 56.0 +51.4 -56.8 +52.1 -55.4 +50.8 -56.1 +51.5 -54.8 +50.2 -55.6 +50.9 -54.4 +49.7 -55.1 +50.4 -53.9 +49.3 -64.7 +50,0 -53.6 +48,9 -54.3 +49.6 15 ft 16 ft -732 +54.7 -74.2 +55.4 -70.3 - 68.3 +53.2 +52.2 -71.3 -692 +53.9 +52.9 -68.7 +51.4 -67.6 +52.1 - 85.4 +50.8 -66.3 +51.5 -64.3 +50.2 -65.2 +50.9 53.3 +49.7 542 +50.4 -82.5 +49.3 -63.4 +50.0 -61.8 +48.9 -62.6 +49.6 18 ft -61.6 +56.8 -60.1 +55.3 -59.1 +542 -58.2 +53.4 -57.6 +52.7 -57.0 +52.2 -56.5 +51.7 -56.1 +512 -55.7 +50.9 18 ft -78,1 +56.8 -73.1 - 70.9 +55.3 +54.2 -69.3 +53.4 -67.9 +52.7 56.8 +52.2 - 65.8 +51.7 -64.9 +512 -842 +50.9 20 ft -63.0 +58.1 -61.5 +56.5 -60.4 +55.5 59.5 +54.6 58.8 +53.9 -58.3 +53.3 57.8 +52.8 -57.3 +52.4 -56.9 +52.0 20 fl -77.8 +58.1 -74.7 -72.5 +58.5 +55.5 -70.8 +54.6 -69.5 +53.9 -68.3 +53.3 -67.3 +52.8 -66.4 +52.4 -65.6 +52.0 ft -64.3 +59.3 -62.7 +57.7 -61.6 +56.6 -60.7 +55.7 -60.0 +55.0 -59.4 +54.4 -58.9 +53.9 -58.5 +53.5 -58.1 +53.1 ft -79.3 +59.3 -782 -74.0 +57.7 +58.6 -72.3 +55.7 -70.9 +55.0 -69.7 +54.4 -68.7 +53.9 -67.8 +53.5 -66.9 +53.1 24 ft -65.5 +603 -63.9 +58.8 -62.7 +57.6 -81.9 +56.8 -612 +56.0 -60.5 +55.4 -60.0 +54.9 -59.6 +54.4 9.1 -59.1 +54.0 24 ft -80.8 +60.3 -77.8 -75.4 +58.8 +57.6 -73.6 +56.8 -722 +56.0 -71.0 +55.4 -69.9 +54.9 -69.0 +54.4 -68.2 -68 +54.0 26 ft -66.6 +61.4 -65.0 +59.8 -63.8 +58.6 -62.9 +57.7 -622 +57.0 -61.6 +56.4 -61.0 +55.8 -60.6 +55.4 -802 +55.0 26 ft -822 +61.4 -78.9 -76.6 +59.8 +58.6 -74.9 +57.7 -73.4 +57.0 -722 +56,4 -71.1 +55.8 -70.2 +55.4 -69.3 +55.0 ft -67.8 +62.3 56.0 +60.7 -64.8 +59.5 -63.9 +58.6 -632 +57.9 -62.5 +57.3 -62.0 +56.7 -61.5 +56.2 -81.1 +55.8 28 ft 53.5 +82.3 502 -77.9 +60.7 +59.5 -78.0 +58.6 -74.6 +57.9 -73.3 +57.3 -722 +58.7 -71.3 +58.2 -70.4 +55.8 30 ft -68.6 +63.2 -66.9 +61.6 55.8 +80.4 54.8 +59.5 54.1 +58.7 53.5 +58.1 52.9 +57.5 52.4 +57.1 52.0 +56.6 fl -84.7 +63.2 -81.4 -79.0 +61.6 +80.4 -772 +59.5 -75.7 +58.7 -74.4 +58.1 -73.3 +57.5 -72.3 +57.1 -71.5 +56.6 32 ft -69.5 +64.1 -67.9 +62.4 - 66.7 +61.2 -65.7 +60.3 -65.0 +59.5 - 64.3 +58.9 -63.8 +58.3 -63.3 +57.8 -62.8 +57.4 32 ft -85.8 +64.1 -82.5 -80.1 +82.4 +612 -782 +60.3 -76.7 +59.5 -75.4 +58.9 -74.3 +58.3 -73.3 +57.8 -72.4 +57.4 ft -70.4 +84.9 -68.7 +63.2 - 67.5 +82.0 -66.6 +61.1 -65.8 +80.3 -652 +59.8 -64.6 +59.1 -64.1 +58.6 53.6 +58.1 ft -87.0 +64.9 -83.5 -81.1 +632 +62.0 -792 +61.1 -77.7 +60.3 -76.4 +59.6 -752 +59.1 -74.3 +58.6 -73.4 +58.1 38 ft -71.3 +65.7 -69.6 +64.0 58.3 +62.8 -67.4 +61.8 56.6 +61.0 -65.9 +60.4 -65.4 +59.8 -64.9 +59.3 -644.4 +58,8 36 ft - 88.0 +65.7 -84.5 - 82.1 +64.0 +62.8 -802 +61.8 -78.6 +61.0 -77.3 +60.4 -76.2 +59.8 -752 ' +59.3 -74.3 +58,8 38 ft -72.1 +66.5 -70.4 +64.7 59.1 +63.5 -682 +62.5 -67.4 +61.7 -66.7 +61.1 56.1 +60.5 -65.6 +60.0 552 +59.5 ft - 89.0 +66.5 -85.5 - 83.0 +64.7 +63.5 -81.1 +62.5 -79.5 +61.7 -782 +61.1 -77.0 +60.5 -76.0 +60.0 -75.1 +59.5 40 ft 42 ft -72.9 +672 -73.6 +87.9 -71.1 +65.4 -71.9 +66.1 -69.9 +642 -70.6 +64.8 -68.9 +632 -69.6 +63.8 -68.1 +62.4 -68.8 +63.0 -67.4 +61.7 -68.1 +82.4 56.8 +61.1 -67.5 +81.8 -66.3 +60.6 -67.0 +61.3 -65.9 +602 -66.5 +60.8 ft 42ft - 90.0 +672 -90.9 +67.9 -86.4 -83.9 +65.4 +642 -87.3 -84.8 +66.1 +84.8 -82.0 +632 -82.8 +63.8 -80.4 +62.4 -812 +63.0 -79.0 +61.7 -79.8 +62.4 -77.9 +61.1 -78.7 +61.8 -76.8 +60.6 -77.6 +61.3 -75.9 +602 -76.7 +60.8 44 fl -74.4 +68.6 -72.6 +66.8 -71.3 +85.5 - 70.3 +64.5 59.5 +63.7 -68.8 +63.0 -682 +62.4 -67.7 +81.9 -872 +61.4 fl - 91.8 +68.6 -882 55.8 +66.8 +85.5 -83.6 +64.5 - 82.0 +63.7 -80.8 +63.0 -79.4 +62.4 -78.4 +61.9 -77.5 +61.4 fl -75.1 +892 -732 +67.4 -72.0 +68.1 -70.9 +65.1 -70.1 +64.3 - 69.4 +63.6 58.8 +63.0 -68.3 +62.4 -67.8 +82.0 ft -92,7 +692 59,0 -86.4 +87.4 +68.1 -84.4 +65.1 52.8 +84.3 51.4 +63.6 502 +63.0 -79.1 +62.4 -782 +62.0 ft -75.7 +89.8 -73.9 +68.0 -72.6 +68.7 -71.6 +65.7 -70.8 +64.8 -70.1 +64.1 -69.5 +63.5 -68.9 +63.0 -68.4 +62.5 ft - 93.5 +69.8 -89.8 -872 +88.0 +66.7 -852 +65.7 - 83.5 +84.8 - 82.1 +64.1 -80.9 +83.5 -79.8 +63.0 -78.9 +82.5 50 ft -78.4 +70.4 -74.5 +68.6 -732 +87.3 -722 +662 -71.4 +65.4 -70.7 +64.7 -70.1 +64.1 -69.5 +63.5 -69.0 +63.1 50 ft -94.3 +70.4 -90.6 - 88.0 +6&6 +67.3 - 85.9 +662 - 842 +65.4 - 82.8 +64.7 - 81.6 +64.1 -80.5 +63.5 -79.8 +63.1 52 ft -77.0 +71.0 -752 +89.1 -73.8 +67.8 -72.8 +68,8 -72.0 +85.9 -712 +85.2 -70.6 +64.6 -70.1 +64.1 - 69.6 +63.6 52 ft - 95.1 +71.0 - 91.3 - 88.7 +69.1 +67.8 -88.8 +68.8 -84.9 +65.9 -83.5 +652 - 82.3 +64.6 - 812 +64.1 -802 +63.6 ft -77.6 +71.6 -75.8 +69.7 -74.4 +68.4 -73.4 +87.3 -72.5 +86.5 -71.8 +85.8 -712 +85.1 -70.6 +64.6 -702 +64.1 ft -95.8 +71.6 -92.1 -89.4 +69.7 +68.4 -87.3 +67.3 - 85.6 +66.5 -842 +65.8 -82.9 +65.1 -81.8 +64.6 -80.9 +64.1 ft -782 +72.1 -76.3 +702 -75.0 +68.9 -73.9 +67.8 -73.1 +67.0 -72.4 +86.3 -71,7 +65.6 -712 +65.1 -70.7 +64.6 ft -96.6 +72.1 -92.8 -90.1 +702 +88.9 -88.0 +67.8 - 86.3 +87.0 - 84.8 +66.3 -83.6 +85.6 -82.5 +65.1 -81.5 +64.6 60 ft -79.4 +73.2 -77.5 +71.3 -76.1 +89.9 -75.0 +68.8 -742 +68.0 -73.4 +672 -72.8 +88.6 -722 +66.0 - 71.7 +65.5 60 fl -98.0 +732 -94.1 - 91.4 +71.3 +69.9 - 89.3 +68.8 -87.5 +68.0 - 86.1 +872 -84.8 +86.6 53.7 +68.0 52.7 +65.5 z cn 8 0 REMARKS INR ISSUE DRWN CHKD DATE CL FLB 04/19/08 REVISE FOR 07 FBC TSB FLB 02/23/09 THIS DOCUMENT IS THE PROPERTY OF FRANK L BENNARDO, PE AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT WRITTEN CONSENT OF FRANK L BENNARDO, PE. "ALTERATIONS, ADDRIONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMTRED AND INVALIDATE OUR CERTIFICATION, WIND VELOCITY =146 MPH EXPOSURE 'C' MRH =O -60' BASED ON Kd =1.00 SEE TABLE NOTES FOR ALT Kd INSTRUCTIONS FOR TABLE USE: 1. TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2, USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 3. TABLES VALID FOR ALL ROOF SLOPES. REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 4, IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT, 5. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 6. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 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. THESE CHARTS ARE NOT VALID AS A SITE - SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED & RAISED SEALED BY FRANK L BENNARDO, P.E. 2. THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. USE OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, AND OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF TABLE VALUE USE IS OFFERED HEREIN. 3. THIS SPECIFICATION IS NOT INTENDED TO OFFER ANY PRODUCT APPROVED CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTHER APPROVALS FOR DESIGN & INSTALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS TO BE VERIFIED BY OTHERS IN ACCORDANCE WITH GOVERNING CODES. 4. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR A CATEGORY II (GENERAL RESIDENTIAL & COMMERCIAL CONSTRUCTION) USING AN IMPORTANCE FACTOR I =1.0. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt =1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES NOT VALID FOR HILLY TERRAIN. INTERNAL PRESSURE COEFFICIENT (GCpI = +/ -0.18) ENCLOSED BUILDING ONLY. VERIFY USE OF Kd =0,85 (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 5. ADHERE TO ALL LOCAL IMPACT PROTECTION SYSTEM ORDINANCES. 6. NO CERTIFICATION IS OFFERED FOR THE INTEGRITY OF THE HOST STRUCTURE. 7. EXCEPT AS EXPRESSLY PROVIDED HEREIN, NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MRH, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT (1m). USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. I ® 1--C 1 ELEVATION WALL ZONE FIGURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING PEAK ROOF HEIGHT MEAN ROOF HEIGHT IS 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 68885 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL 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 by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: 9'- 0" Wide Steel Sectional Garage Door APPROVAL DOCUMENT: Drawing No. 103287, titled "Pan Door 9' W +54/ -62 psf', Sheet 1 of 1, dated 04/07/04 & 03/03/05, with last revision 03 dated 08/2010, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear the following permanent label: Clopay Building Products Company 1400 West Market Street Troy, OH 45373 and the statement: "Miami -Dade County Product Control Approved ". RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 05-0316.01 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, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buldinacode NOA No 10-0908.07 Expiration Date: September 15, 2015 Approval Date: October 13, 2010 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 103287, titled "Pan Door 9' W +54/ -62 psf', Sheet 1 of 1, dated 04/07/04 & 03/03/05, with last revision 03 dated 08/2010, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS "Submitted under NOA # 05-0316.01" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 5) Tensile Test per ASTM E8 Along with marked -up drawings and installation diagram of Specimens A, B, C and D Clopay Model 94, 9'x 8' 24 gauge garage doors, prepared by American Test Lab, Inc., Test Report No. ATLNC 0827.01 -04, dated 10/22/04, signed and sealed by William F. Wescott, P.E. C. CALCULATIONS "Submitted under NOA # 05-0316.01 " 1. Fastener Attachment Calculations prepared by Mark Westerfield, P.E., Sheets 1 & 2, dated 03/03/05, signed and sealed by Mark Westerfield, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance with FBC 2007, issued by Clopay Building Products Company, dated 08/25/10, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of no financial interest issued by Clopay Building Products Company, dated 08/25/10, signed and sealed by Scott Hamilton, P.E. Carlos M. Utrera, P.E. Product Control Examiner NOA No 10- 0908.07 Expiration Date: September 15, 2015 Approval Date: October 13, 2010 E -1 Building Sketch Borrower /Client Adam Newmark and Jessica Newmark GLA1 First 1 -Car P/P Covered Covered Open Patio Floor 2099.0 Garage -433.5 Entry 55.0 Patio 96.0 567.0 Area (Rounded) 1665.5 718.0 1666 N O Z z o 11/ 0 m APPROVEDj Property Address 355 N.E. 93rd Street iii `G PS aye E LE Miami Shores County Miami -Dade State Ft. ' 0,33 "'0 Lender Wells Fargo Bank, N.A. F: ,; 6.4 Sketch by Apex IV 9A eA' a.a ,9$ 1 -Car Garage Rear Entry a6o.iag .m0—j Family Room Breakfast Area i3 0 - ]L Dining Room Master Bedroom Bathroom Closet Closet Bedroom „9• 2u° Covered Entry 190' 119. Comments: STATE ANL) COUN Y( RULES AND REGULATION dINO0 O). AO3f EJns n 1d3❑ 0019 AREA CALCULATIONS SUMMARY Code . Descrlption Net Size Net Totals GLA1 First 1 -Car P/P Covered Covered Open Patio Floor 2099.0 Garage -433.5 Entry 55.0 Patio 96.0 567.0 Area (Rounded) 1665.5 718.0 1666 N O Z z o 11/ 0 m APPROVEDj iii `G PS aye E LE LIVING AREA BREAKDOWN Breakdown . Subtotals First Floor 16.5 x 74.0 13.5 x 58.0 5.0 x 19.0 1 -Car Garage 12.0 x 30.5 3.0 x 22.5 5 Items (Rounded) 1221.0 783.0 95.0 -366.0 -67.5 1666 Form SKT.BIdSkl — "WinTOTAL" appraisal software by a la mode, inc. —1- 800 - ALAMODE • D C B A 4 3 2 1 MODELS CLOPAY 84A, 94. 98. H94 (24 GAUGE) MODELS HOLMES 48 (24 GAUGE) MODELS IDEAL 4F. 4RST, H4ST (24 GAUGE) END SIRES ATTACHED TO 000R SKIN WITH PATENTED TOG -L -LOC SYSTEM. AU. SECTIONS HAVE (2) CUNCHES AT THE TOP AND (2) CUNCHES AT THE BOTTOM OF EACH END STELE. END STILES ON 1B" SECTIONS HAVE (4) CUNCHES EVENLY DSTRIBUTED ACROSS THE FACE OF THE SECTION. END STILES ON 21" SECTIONS HAVE (6) CLINCHES EVENLY DISTRIBUTED ACROSS THE FACE OF THE SECTION. INTERMEDIATE STILE ARE ATTACHED WITH TOG -L-LOC (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER). SEE STILE TABLE FOR OW. 1'-x"- a L LOCATIOS or OPTIONAL VENTS. (MAX. AREA 60 SO. IN.) MAX. DOOR WIDTH = 9' -0" INSIDE ELEVATION SNAP LATCH ENGAGES ONTO VERTICAL TRACK. ONE SNAP LATCH ON EACH SEE OF DOOR. INTER. STILE OUTSIDE KEYED HANDLE END STILE INSIDE HANDLE OUTa'1E KEYED LOCK SNAP LATCH LOCK OPTION INTER. STILE OUTSIDE HANDLE O (115101' KEYED LOCK L OCK BAR LOCKING SEE END HINGE DETAIL SEE INTERI.IED. HINGE DETAIL LOCK POSITION (BOTH SIDES) IWO WNW LOCKING HAS BEEN TESTED PER 6E01AREHENT5 OF SECTION 12.1 OF TAS 202. LOCKS HAVE 5/8" M84. ENGAGEMENT. DOOR TESTED FOR FORCED ENTRY WITH BOTH OUTSIDE KEYED LOCK AND INSIDE SLIDE BOLT LOCK OPTIONS (SEE LAYOUT OF EACH LOCK FOR DETAILS). END STILE LOCK BAR GUIDE END STILE LOCK BAR ENGAGES IN TRACK 014 EACH SIDE OF DOOR. END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM. ALL SECTIONS HAVE (2) CUNCHES A7 THE TOP AND (2) CUNCHES AT THE BOTTOM OF EACH END STILE. ENO STILES ON 18" SECTIONS HAVE (4) CLINCHES EVENLY OLSTRIBUTE0 ACROSS THE FACE OF THE SECTION. ENO STILES ON 21" SECTIONS HAVE (6) CUNCHES EVENLY DISTRIBUTED ACROSS THE FACE OF THE SECTION. INTERMEDIATE STILE ARE ATTACHED WITH TOG -L -LOG (TOP & BOTTOM) AND URETHANE ADHESIVE (ALONG CENTER). SEE STILE TABLE FOR 01Y. ■--A 8 I Iii Ili Hsi 111111 c 'rll111 111�1 ! 11!L RRRRRr�r� r ■. LOFATION Of OPTIONAL VENTS. (MAIL AREA so S0. w) MAX. DOOR WIDTH - 9' -0" INSIDE ELEVATION SLIDE BOLT LOCK ENGAGES INTO VERTICAL TRACTS. ONE LOCK ON EACH SCE OF DOOR. EACH LOCK ATTACHED TO DOOR W1TH (2) 1/4 "x3/4" SELF - TAPPING SCREWS. INSIDE SLIDE BOLT LOCK OPTION JAMB TO SUPPORTING STRUCTURE ATTACHMENT 1) ALL LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 2x8 VERTICAL SYP (GRADE 02 OR BETTER) JAMBS. NO LOAD FROM THE DOOR IS TRANSFERRED TO THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT NOT REQUIRED) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. 3) A 1/3 STRESS IN/CREASE FOR WIND LOAD WAS 50] USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY. WOOD FRAME BUILDINGS STUD WAUS OF DOOR OPENING SHALL BE FRAMED SOLD) BY NOT LESS THAN (3) 2x6 PRESSURE TREATED SYP ( GRADE /2 OR BETTER) WOOD STUDS Of A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FGER STRESS IN BENDING (FA). STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. BLOCK WALL OR CONCRETE 2x6 SYP (GRACE /2 OR BETTER) WOOD JAMB SWILL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHAL BE FILLED WITH CONCRETE AND REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BOOMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEMIS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. MOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED 81' THE BUILDING ENGINEER OR ARCHITECT OF RECORD. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT (NOT TO BE USED FOR ATTACHMENT OF TRACE BRACKETS) 2.75' 1 7.5' 14 G- A. FN11 HINf1F 8 LOCK POSITION (BOTH SITES) TWO POUR LOCKING HAS BEEN TESTED REOuiROTENNTS OF SECTION 12.1 OF TAG 202. LOCKS HAVE 5/8" ON. ENGAGEMENT. DOOR TESTED FOR FORCED ENTRY Wall BOTH =SCE IOU LOCK AND 118106 SLOE 60.1 LOCK OPTIONS (SEE LAYOUT OF EACH LOCK FOR DETAILS). REVISIONS REV. NO. ZONE: DATE: ECN NO. APPVD: DESCRIPTION 02 8/2005 MW REVISED PER M -D COMMENTS 03 8/2010 SH REVISED DESIGN ENGINEER TABLE 1 • SECHON MR OMEN. Ur DA 21" MCA STILE TABLE DOOR WIDTH NUMBER DOOR HEIGHT OF C -90 BLOCK (HOLLOW OR GROUTED) SECTIONS* 6'0" TO 7'0" 4 7'6" TO 8'9 5 9'O" TO 10'6" 6 10'9" TO 12'0" 7 • SECHON MR OMEN. Ur DA 21" MCA STILE TABLE DOOR WIDTH I INTERN. STILES 8'0" TO 9'0" 3 C -90 BLOCK (HOLLOW OR GROUTED) 1/4" x 3" (1- 1/4" EMBED) (TW TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) 9 -1/2" 1. O.O. 18 GA.. INTEFMIFDIATF HINGE STOP MOULDING BY DOOR INSTALLER (TO SUIT) 18 GA MIN. PAINTED STEEL END STILE. EACH END STILE MEASURES 2- 5/8 "x2 ". 20 GA. PANTED STEEL INTER. STILE. EACH STILE MEASURES 2512 ". 12 GA. GALA. STEEL TRACK BRACKET FASTENED TO W0013 JAMB WITH ONE 5/16 "x1 -1/2" WOOD LAG SCREW PER RDi*C1TET. 2" GALV. STEEL TRACK 0.060" THICK. FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4 "- 2045/8" BOLT & NUT Qg TWO 1/4" RIVETS. 8.ONG TYPE W FASTENER TYPE MAXIMUM • ON CENTER DISTANCE BETWEEN FASTENERS STEEL REQUIRED? C -90 BLOCK (HOLLOW OR GROUTED) 1/4" x 3" (1- 1/4" EMBED) (TW TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) 9 -1/2" 1. O.O. 3.000 P51 NN. CONCRETE 1 4" x 4" (1 -3/4' EMBED OW TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EOCE DISTANCE) 24" 1" 0.0. 3,000 P51 MIN. CONCRETE 1 2" x 4" (2 -1 4" EMBED ITW RED HEAD TRUBOLT WEDGE ANCHOR (2" MIN. EDGE DISTANCE) 24" INCLUDED WOOD FRAYS 1 2" x 4 (1 -5 8" EMBED) EA0 SCREW (ASTM A307. GRADE A) (2 -1/2" MN. EDGE DISTANCE) 22" 1" 0.D. 2,000 P51 MN. CONCRETE 1 2" x 44 (2 -1 2 EMBED) WFJ -n SLEEVE ANCHOR (2 -1 /2 MIN. EDGE DISTANCE) 24" INCLUDED • - HIGHEST ANCHOR /SCREW NSTALLEED T T IFA.SI AS HIGH MORE ASS THE DOOR OPENING MAXIMUM HEIGHT CENTER DISTANCE. 18 GA. CALV. STEEL INTER. HINGE FASTENED TO CENTER STILE W /(4) EACH /14x5/8" SHEET METAL 5CIEWS. 7/16" PUSHNUT INSTALLED ON EACH ROLLER SHAFT. 14 CA CALV. STEEL END HINGE F451514/ED -TO LND STILES W /(4) EACH 1/4" SELF TAPPING SCREWS & (4) 2" STEEL ROLLER (1 -13/16 "47/1814- 1/4 "). x OPENING HEIGHT Max. 0.C. L ■ I0 "x4 "i TYP. 2 -1/2 "x12 CA. GAM STEEL TRACK BRACKET. I"x3" T' HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO SUIT) CENTER HANG REQUIRED FOR DOORS OVER 8' HIGH 3 CA CALV. STEEL FLAG BRACKET. EACH FASTENED TO W000 JAMB WITH (3) 5/16 "x1 -l/2" WOOD LAG SCREW AND TO TRACK WITH (2) 1/4 "- 20x3 /4" BOLT & NUT. TRACK CONFIGURATION 2" GAIN. STEEL TRACK (TRACK THICKNESS SPECIFIED ON JAMB VIEW) LHR BRACKET 2 -1/2" x 5-3/4" x 12GA ATTACHED WITH (2) 1/4' x 3/4" SELF TAPPING SCREWS. DOUBLE HORIZONTAL TRACK DOOR UDG:IT "L" M:.,r_..I h ill11k . Hit x:.ix'111cU""lMINIM 11116:1111ir iit'ii) FdiiQ3IEZEMF31IIIi henilickirizZYMIAMIctimumMIIIIMEIM dIMMe.7 MEI IMICIIIEVAIIIiillIELNIIIIIONIMIll Eerai61lEETBil iimi ElmiDMII IAA M litam 1151111E111123111Iiii CM 1311l]diiiw iamE" )11 Ek1EB Its Eai ®fiilECA Mail QSi Y IGILY3110 Si IE1i E{:5i Iii TsErii Beal Mad M IiiIWINIi?:SiIlr:rlllIT.I MGM RIM WWI i3:i111 > 1117 / ineiiik!3iN YIT1Aliw-rTit.T>i TIONIDE1IEmi11111eM■lilQ ■oiiiaTTm ni "XT r4- HORIZONTAL (TOP) JAMB 1 (NO LOAD FROM DOOR) FASTENER TYPE MIN. No. OF FASTENERS PER VERTICAL JAMB 246 VERTICAL JAMB 24 Ch (0A239" YIN) OnERAIS STEEL Sim (HDI. 5E10 STUMM 393 K9. DRAWING ERLAU 7 way G-40 LAN. GALA, 9AREG -NJ MASTER PARTED TOP COAT APPUEO TO 601H SLOES OT STEEL SRN. r- 2" THICK SECTION A -A 12 GA GALA STEEL TOP ROLLER BRACKET (2 -1/2" • 5- 3/8'). EACH BRACKET ATTACHED W/(4 /14.8/6" SHEET LE1AL SCREWS. A SUITE ATTACHED 10 TOP 6RAOO.T LOTH (2) (/41.1/2" ROLLS AND HATS PER 16817 1. SHIP LAP JOINTS. NOTE' SUPPORTING STRUCTURAL ELEMENTS SHALL DE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER FOR WIND LOADS SHOWN ON THIS DRAWING. PREPARATION OF JAMBS RY 1THF89, PROMO! RENEWED ea 'plyies with the NM& DaRthis Code DESIGN ENGINEER. SCOTT NJd61TON. P.E. FLORIDA P.C. 963286 Unless Stated Otherwise TOLERANCES are .0 = .00 = .000 = .0000 = Degrees = ± .031 ±.015 ± .005 ± .001 ±1 /2• Unless Stated Otherwise DIMENSIONS ARE IN INCHES. 14 GA GALV. STEEL ENO HINGE. EACH FASTENED TO END STILES 1/(4) II 44/8' & SHEET 1/4" . SCREWS S TAPPING SCREWS. 3" TALI. x 20 GA GALA. STEEL U -BAR TWO U -BARS PER SECTION. EACH U -BAR ATTACHED WITH 1 4 "(2 ) S06605 AT EACH END AND INTERNED. STELE LOCATION. 13 GA GALA. STEEL BOTTOM BRACKET (2- 3/4 "3/4"). ATTACHED YAT11 (2) 01445 /8" SHEET METAL SCREWS. ALUMINUM EXTRUSION & VINYL WEATHERSTRIP. ALUMINUM ATTACHED TO SECTION WITH 18 x 1/2" SELF TAPPING SCREWS Al" 21 -1/2" O.C. MAX. DESIGN LOADS: +54.0 PSF -62.0 PSF. _ Ch 8585 Duke Boulevard USA Mason, OH 45044 0 USA Tel. No. 513- 770 -4800 Building Products Company Fax No. 513 - 770 -4853 PART NO.: N/A CLOPAY WINDLOAD RATING W8 DESCRIPTION: PAN DOOR 9'W +54/ -62 PSF DRAWN BY: RJK DATE: 04 /07/04 SCALE: N/A CHECKED BY: SH DATE: 03 /03/05 SHEET 1 OF 1 DWG. SIZE DWG. NO.: 103287 VER. MD