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WS-10-2074Inspection Number: INSP- 154005 Permit Number: WS -11 -10 -2074 Scheduled Inspection Date: December 07, 2010 Inspector: Bruhn, Norman Owner: PATERNO, LOUIS Job Address: 65 NE 96 Street Miami Shores, FL Project: <NONE> Contractor: ABOVE ALL GARAGE DOORS Building Department Comments FURNISH & INSTALL ONE GARAGE DOOR 8',6 "X7'0" RESIDENTIAL GARAGE DOOR, WHITE Passe Failed Correction Needed Re- Inspection Fee December 06, 2010 /z - 7/6) No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments CL For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060130870 Phone: 305 -556 -6633 Page 21 of 22 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING P OWNER: Name (Fee Sim le Tai leholder): L ® i cS / 7' S we) Phone#: �.l OS " 7 Q /)v It Address: ( t 7 !® .5✓ / City: ,4 f i 4� ®e (-S a State: Fig • Zip: 3313 r Tenant/Lessee Name: ....5.1 'hone#: Email: JOB ADDRESS: Nye. 41Ca 1/4 D City: Miami Shores County: Miami Dade Folio/Parcel #:. Is the Building Historically Designated: Yes C .N Flood Zone: l '0 CONTRACTOR: Company Name: 'p►x h4? Q dr:R "'SPhone#: % 1446 13 Address: o ' • • \` ? CityNk'S► iLSAN „17494 c'S State: VA — Zip: ~ J' l% Qualifier Name: & V t iNg 0 ■ • C1/4‘.- INCil-- Phone #:. SSI kitA State Certification or Registration 4 \' 3A " C�1 Certificate of Competency #: t0�► CJC/ V4 / Contact Phone# Q� Email Address: N - e en AN•A. DESIGNER: Architect/Engineer: CAC\ Phone #: 'CAIN ce Value of Work for this Permit: $ �� Square/Linear Footage of Work: °Alteration , °New Xtepair/Replace °Demolition Description of Work: c C1/4INCL e3_ V %\-_ CS1 2, -' ' X " '"' 40 " Type of Work: °Address COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ Permit Fee $ , / CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ Miami Shores Village pazaWilt Building Department 10050 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 No:YgS b a WTI"' Master Permit No. Zip: 351 34 iN TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Signature The fore day of 40 A Owner or Agent strumen was a . owl9dged befor. me this 9 24I , by to me or who has pr s duced identification and who did take an oath. NO ',.;PUBLIC: AJ 0 Sign: Print: My Commission Expires: APPROVED BY (Revised 07 /10 /07)(Revised 06 /10 /2009)(Revised 3/15/09)(rev6/4/10) Plans Examiner Structural Review 401i rjijm Garage Door Commercial DOCK of South Florida, Inc. GATE LEVELER Mario "David" Rodriguez MOTOR 8900 N.W. 119th Street • Hialeah Gardens, FL 33018 Residential Broken Spring EMERGENCY 24 Hrs. Signature X ABO ALL My Commission Expires: 10110/ (C� Tel: (305) 556 -6633 Fax: (305) 556 -2609 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap.roved and a reinspection fee will be charged. Contractor The foregoing instrument was acknowledged before me thisOW day of 4Ce ,20 jQ, by who is personally known to me or who has produced as idenrat;nn and Ne y who did take an oath. Pik if,c NOTARY PUBLI - 2:4? eetaneo Mr C 0D603834 10/10/2010 r /_ 4 Ci e Sign: n,;v ;, �° 6,x 00 Print: ci vj (& Zoning Clerk I certify from the records of this office that ABOVE ALL GARAGE DOOR OF SOUTH FLORIDA, INC. is a corporation organized under the laws of the State of Florida, filed on April 2, 2001. The document number of this corporation is P01000034742. I further certify that said corporation has paid all fees due this office through December 31, 2010, that its most recent annual report was filed on February 4, 2010, and its status is active. I further certify that said corporation has not filed Articles of Dissolution. State of Florida Department of State Given under my hand and the Great Seal of Florida, at Tallahassee, the Capital this the Fourth day of February, 2010 Secretary of State Authentication ID: 900168002389 - 020410- P01000034742 To authenticate this certificate,visit the following site, enter this ID, and then follow the instructions displayed. https: / /efile .sunbiz.org/certauthver.html Mean Roof Height DESIGN PRESSURES (PSF) • Zone 5 10 15 20 Tributary Area (Sq Ft) 40 45 40 25 30 35 0 -15 ft -82.2 -59.8 -58.0 -56.7 -55.6 -54.6 -53.8 - 53.1 -52.5 - 462 +46.5 +45.2 +44.4 +43.7 +43.1 +42.7 +42.3 +41. +41.6 16 ft -83.1 -60.6 -58.8 - 57.5 -56.3 -55.4 - 54.6 -53.9 -48.3 +44.3 -47.7 +43.7 +47.1 +45.9 +45.0 +44.3 +43.7 +43.3 +42.9 +42.5 +42.2 18 ft 54.6 +48.3 -62.1 -60.3 +47.0 +46.1 -58.9 +45.4 - 57.8 +44.8 -58.8 +44.3 -55.9 +43.9 -55.2 +43.6 -54.5 +43.2 20 ft -68.1 +49.4 -63.5 -61.8 +48.1 +47.1 -60.2 +46.4 - 59.0 +45.8 -58.1 +45.3 -57.2 +44,9 -58.4 +44,5 -55.8 +442 22 ft -67.4 +50.4 -64.8 -62.9 +49.0 +48.1 -61.4 +47.4 -60.2 +46.8 -592 +48.3 -58.4 +45.8 - 57.6 +45.4 -58.9 +45.1 24 ft -68.7 - 66.0 - 64.1 -62.6 51.4 -60.3 -59.4 -58.7 -58.0 28 ft +51.3 +49.9 +49.0 +482 +47.6 +47.1 +46.7 +46.3 +45.9 26 ft -89.8 -67.1 -65.1 -63.6 -82.4 - 81.4 -60.4 -59.6 -58.9 -52.3 +47.8 +522 +50.8 +49.8 +49.1 +48.4 +47.9 +47.51 +47.1 +46.7 ft - 70.9 +53.0 - 682 -66.2 +51.6 +50.8 -64,6 +49.8 - -63.4 +49.2 -62.3 +48.7 -61.4 +482 -80.8 +47.8 -59.9 +474 30 ft - 72.0 +53.8 - 692 - 67.1 +52.3 +51.3 -65.6 +50.6 -64.3 +49.9 - 832 +49.4 - 62.3 +48.9 51.5 +48.5 -80.7 +48.1 32 ft -73.0 -70.1 -68.1 -66.5 552 - 64.1 -63.1 - 82.3 -61.6 -57.3 +52.5 +54.5 +53.1 +52.0 +51.3 +50,6 +50.1 +49.6 +492 +48.8 34 ft -73.9 +552 -71.0 -68.9 +53.7 +52.7 - 67.3 +51.9 -66.0 +51.3 - 84.9 +50.7 54.0 +50,2 - 83.1 +49.8 -62.4 +49.4 38 ft -74.8 -71.9 -69.8 - 88.1 -66.8 -65.7 -64.7 -63.9 - 63.1 -62.6 +57.7 +55.9 +54.4 +53.3 +52.5 +51.9 +51.3 +50.8 +50.4 +50.0 38 ft -75.7 +56.5 -72.7 -70.6 +55.0 +54.0 -68.9 +53.1 -67.6 +52.5 - 66.5 +51.9 -65.5 +51.4 -64.6 +51.0 -63.8 +50.6 40 ft -76.5 +57.1 -73.5 -71.3 +55.6 +54.5 - 69.7 +53.7 -68.3 +53.0 - 672 +52.5 -682 +52.0 -65.3 +51.5 -64.5 +51.1 42 ft -77.3 -742 -72.1 -70.4 -69.0 -67.9 -66.9 - 86.0 -65.2 -59.0 +54.0! +57.7 +582 +55.1 +54.3 +53.6 +53.0 +52.5 +52.1 +51.7 44 ft -78.0 +58.3 -75.0 -72.8 +58.7 +55.7 -71.1 +54.8 -69.7 +54.1 58.5 +53.5 57.5 +53.0 56.6 +52.6 -65.8 +522 46 ft -78.8 +58.8 -75.7 -73.5 +57.3 +562 -71.8 +55.3 -70.4 +54.6 -692 +54.0 -682 +53.5 57.3 +53.1 -68.5 +52.7 48 ft -79.5 +59.4 -76.3 -74.1 +57.8 +56.7 -72.4 +55.8 -71.0 +55.1 -69.8 +54.5 -68.8 +54.0 -67.9 +53.6 -67.1 +53.1 50 ft -802 +59.9 -77.0 -74.8 +58.3 +572 -73.0 +56.3 -71.6 +55.6 -70.4 +55.0 -69.4 +54.5 -68.5 +54.0 -67.6 +53.6 52 ft -80.8 +60.4 -77.6 -75.4 +58.8 +57.6 -73.8 +56.8 -722 +58.1 -71.0 +55.4 -69.9 +54.9 -69.0 +54.5 -682 +54.0 54 ft -81.5 +60.8 -78.3 -76.0 +592 +58.1 -742 +572 -72.8 +56.5 -71.6 +55.9 -70.5 +55.4 - 69.6 +54.9 -68.7 +54.5 58 ft -82.1 +61.3 -78.9 -78.8 +59.7 +58.5 -74.8 +57.7 -73.3 +56.9 -72.1 +58.3 -71.0 +55.8 -70.1 +55.3 -69.3 +54.9 60 ft -83.3 +822 -80.0 -77.7 +60.6 +59.4 -75.9 +58.5 -74.4 +57.8 -732 +57.1 -72.1 +56.6 -71.1 +56.1 -70.3 +55.7 Mean Roof Height DESIGN PRESSURES (PSF) • Zone 4 10 15 20 Tributary Area Sq Ft1 40 45 50 25 30 35 0 -15 ft -50.4 - 492 -48.3 -47.6 -47.1 - 46.6 - 462 - 45.9 -45.5 +46.5 +452 +44.4 +43.7 +43.1 +42.7 +42.3< +41.9 +41.8 16 ft -51.1 +47.1 - 49.8 +45.9 49.0 +45.0 -48.3 +44.3 -47.7 +43.7 47.3 +43.3 46.8 +42.9 -46.5 +42.5 -462 +42.2 18 ft -52.4 +48.3 - 51.1 +47.0 -502 +46.1 -49.5 +45.4 -48.9 +44.8 -48.4 +44.3 -48.0 +43,9 -47.7 +43.6 -47.3 +432 20 ft -53.5 +49.4 -522 +48.1 -51.3 +47.1 - 50.6 +46.4 -50.0 +45.8 ` -19.5 +45.3 -49.1 +44.9 -48.7 +44,5 -48.4 +442 22 ft -54.6 +50.4 -53.3 +49.0 -52.4 +48.1 -51.6 +47.4 -51.0 +48.8 -50.5 +46.3 - 50.1 +45.8 - 49.7 +45.4 -49.4 +45.1 24 ft -55.6 +51.3 -54.3 +49.9 -53.3 +49.0 -52.6 +482 -52.0 +47.6 -51.5 +47.1 -51.0 +46.7 - 50.6 +46.3 -50.3 +45.9 28 ft -58.6 +522 -552 +50.8 -54.2 +49.8 -53.5 +49.1 -52.9 +48.4 -52.3 +47.9 -51.9 +47.5 -51.5 +47.1 -51.1 +46.7 28 ft 57.5 +53.0 - 56.1 +51.8 -55.1 +50.6 - 54.3 +49.8 -53.7 +492 -532 +48.7 -52.7 +482 -52.3 +47.8 -51.9 +47.4 30 ft - 58.3 +53.8 58.9 +52.3 -55.9 +51.3 -55.1 +50.6 -54.5 +49.9 -53.9 +49.4 -53.5 +48.9 -53.1 +48.5 -52.7 +48.1 32 ft -59.1 +54.5 -57.7 +53.1 -56.7 +52.0 -55.9 +51.3 -552 +50.6 - 54.7 +50.1 - 542 +49.6 -53.8 +492 -53.4 +48.8 34 ft -59.9 +55.2 -58.4 +53.7 -57.4 +52.7 - 58.6 +51.9 -55.9 +51.3 -55.4 +50.7 -54.9 +502 -54.5 +49.8 54.1 +49.4 36 ft -60.6 +55.9 -59.1 +54.4 - 58.1 +53.3 -57.3 +52.5 -56.6 +51.9 - 56.1 +51.3 -55.6 +50.8 -55.1 +50.4 -54.8 +50.0 38 ft -61.3 +56.5 -59.8 +55.0 -58.7 +54.0 -57.9 +53.1 -57.3 +52.5 -56.7 +51.9 - 562 +51.4 -55.8 +51.0 -55.4 +50.6 40 ft -62.0 +57.1 -60.5 +55.6 -59.4 +54.5 - 58.6 +53.7 -57.9 +53.0 -57.3 +52.5 - 56.8 +52.0 -56.4 +51.5 -56.0 +51.1 42 ft -62.6 +57.7 -61.1 +56.2 -80.0 +55.1 -592 +54.3 -58.5 +53.6 57.9; +53.0'+ - 57.4 +52.5 -57.0 +52.1 -56.6 +51.7 44 ft -632 +58.3 -61.7 +56.7 -60.8 +55.7 -59.7 +54,8 -59.1 +54.1 58.5 +63.5' -58.0 +53.0 -57.5 +52.6 -57.1 +522 46 ft -63.8 +58.8 -62.3 +57.3 -612 +582 -60.3 +55.3 -59.6 +54.6 -59.0 +54.0 58.5 +53.5 -58.1 +53.1 ` -57.7 +52.7 48 ft -64.4 +59.4 -62.8 +57.8 - 61.7 +56.7 -60.8 +55.8 -60.1 +55.1 59.6 +64.5 -59.0 +54.0! -58.6 +53.6 -582 +53.1 50 ft -64.9 -83.4 -622 -61.4 -60.7 -60.1 -59.5 - 59.1 -. -58.7 +59.9 +58.3 +572 +56.3 +55.6 +55.0 +54.5 +54.0 +53.6 52 ft -65.5 +60.4 53.9 +58.8 -62.8 +57.6 -61.9 +56.8 -612 +56.1 50.6 +55.4 -60.0 +54.9 -59.6 +54.5 -592 +54.0 54 ft -66.0 +60.8 -64.4 +59.2 -63.3 +58.1 -62.4 +572 - 61.7 +56.5 - 61.0 +55.9 - 60.5 +55.4 -60.1 +54.9 -59.6 +54.5 56 ft -88.5 +61.3 -84.9 +59.7 -63.7 +58.5 -82.9 +57.7 -62.1 +56.9 -61.5 +56.3 -61.0 +55.8 -60.5 +55.3 -60.1 +54.9 60 ft - 67.5 +622 -65.8 +60,6 -64.7 - ,+99.4F - 63,8.. 458:15 -63.0 +57.8 52.4_ 47,.1 -; -61.9 +56.8 -61.4 +56.1 -61.0 +55.7 03/02/2009 - 5:01 pm troyb F: \03 Elements \10 Loading \11 CaIculators\ASCE 7 -05\ FLB - ASCE 7-02 Pressure Charts (0- 60).dwg 2007 FLORIDA BUILDING CODE & ASCE 7 -05 DESIGN LOADS FOR COMPONENTS AND CLADDING INTERIOR ZONE 4 PRESSURES N iP s c-) VTI VISE FO,R 0( FBC UM IS fFIE PROPERTY OF FRANK L BENNARDO, SHA(L N BE REPRODUCED IN WHOLE OR PART CONSENT OF FRANK L BENNARDO, P.E. DRWN CHKD CL FLB TSB FLB DATE 04/19/06 02/23/09 ALTERATIpN ADDmONS, HIGHLIGHTING, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXTERIOR ZONE 5 PRESSURES 2007 FLORIDA BUILDING CODE ASCE 7 -05, MRH = 0 - 60 FT DESIGN LOADS FOR COMPONENTS & CLADDING WIND VELOCITY =146 MPH EXPOSURE 'C' INSTRUCTIONS FOR TABLE USE: 1, TABLES ARE INTENDED TO DEPICT THE 'WORST CASE' PRESSURES. 'WORST CASE' IS DEFINED AS THE CRITICAL CONDITION OF ANY UNKNOWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL CONDITIONS REQUIRED FOR USE WITH THESE TABLES. 2. FOR SITUATIONS THAT REQUIRE =1,0, TABLE VALUES ARE UNDER - DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 3. USE OF TABLES VALID ONLY FOR BUILDINGS LESS THAN 60' MEAN ROOF HEIGHT. 4. TABLES VALID FOR ALL ROOF SLOPES,' REDUCTIONS FOR ROOF SLOPES LESS THAN 10° SHALL BE PERFORMED BY AN ENGINEER AS A SITE SPECIFIC CONDITION. 5. IDENTIFY THE BUILDING MEAN (AVERAGE) ROOF HEIGHT. IF THE MEAN ROOF HEIGHT CANNOT BE IDENTIFIED, USE THE PEAK ROOF HEIGHT, 6. ALWAYS ROUND UP ROOF HEIGHTS TO NEXT TABLE VALUE OR TO A CONSERVATIVE ASSUMPTION. 7. CALCULATE THE TRIBUTARY AREA OF THE OPENING IN QUESTION (HEIGHT * WIDTH) OR THE SPAN LENGTH (HEIGHT) MULTIPLIED BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS THAN ONE -THIRD THE SPAN LENGTH (HEIGHT 2 / 3). USE THE AREA BETWEEN STRUCTURAL OPENINGS ONLY - THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE MOST CRITICAL (10 SQUARE FEET) SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 8. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR (ZONE 4) OR EXTERIOR (ZONE 5) PER THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE CONSIDERED THE MORE CRITICAL (EXTERIOR) ZONE. 9. READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. GENERAL NOTES: 1. THESE CHARTS ARE NOT VAUD 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'S 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. 1 ELEVATION 1 WALL ZONE FIGURES 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 99886 MRH =0 -60' BASED ON Kd =0.85 SEE TABLE NOTES FOR ALT Kd PEAK ROOF HEIGHT MEAN ROOF HEIGHT MIAM I•DADE DAB Door Company, Inc. 12195 NW 98 Avenue Hialeah Gardens, FL 33018 SCOPE: APPROVED ZONING DEPT BLDG DEPT NOTICE OF ACCEPTANCE (NOA) Miami Shores Village BY DATE 0 SUBJECT TO COMPLANGE WITH ALL FFDFRAL- STATE AND COUNTY RULES AND RFC;I II ATIO IAMI -I ADE COUNTY, FLORIDA E FLAGLER BUILDING COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buildinacode 5Z, EBti12 This NOA is being issued under the applicable rules and regulations governing the use of cons . on materials. The documentation submitted has been reviewed by Miami -Dade County Product C. . " rbl Di ii iii 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 Al-iJ m,�y immediately revoke, modify, or suspend the use of such product or material within their juristliction.:BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade Co t1''Pioduct .Control Division that this product or material fails to meet the requirements of the applicable bui4i .code w, ' • •'..`` This product is approved as described herein, and has been designed to comply with the INS Code, including the High Velocity Hurricane Zone. • • • ' DESCRIPTION: 9'- 4"Wide x 16'High Steel Sectional Garage Door w/ Window Lit/ APPROVAL DOCUMENT: Drawing No. 01 -09, titled "Sectional Garage Door", date, IJ?21Q2 /0T; revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, s iga Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control revision stamp wi Acceptance number and expiration date by the Miami -Dade County Product Control Ditsio. .• .?• •• •• •••4•• • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state an following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 05- 0915.09 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09 -0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 Page 1 • ••• • •••• • ••• • • • DAB Door Company. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 01 -09, titled "Sectional Garage Door", dated 02/01/01, with last revision E dated 12/23/08, sheets 1 through 5 of 5, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked -up drawings and installation diagram of a DAB 824 24 GA Sectional Garage Door with Fixed Windows, prepared by Hurricane Engineering & Testing, Inc, Test Reports No. HETI- 08- 2149A/B, dated 06/27/08, signed and sealed by Candido F. Font, P.E. • • 2. Test report of Tensile Test per ASTM E 8, Report No. HETI 08 -T182, ppepareV by :. Hurricane Engineering & Testing, Inc., dated 12/23/08, signed and seared by Candido F. Font, PE. •••• • .. . • .. • • 3. Test report of large missile impact test per PA 201 and cyclic wind. przsure test per. PA 203 on "Sectional Residential Garage Door", prepared by Hurrioanatnginaerimg • & Testing, Inc., Report No. HETI 01 -974A, dated 01/29/01, sign 1' Baled by • Hector M. Medina, P.E. • 4. Test report of Uniform Static Air Pressure Test per PA 202 and Foke rnlry ' • • • • Resistance Test on "Sectional Residential Garage Door", prepared by Hurricane • • • • • Engineering & Testing, Inc., Report No. HETI 01 -969, dated 01/18/01, signed and sealed by Hector M. Medina, P.E. "Submitted under NOA # 01- 0516.03" 5. Test report on Salt Spray (Corrosion) Test per ASTM B 117 of a painted G-40 steel panels, prepared by Celotex Corporation, Test Report No. 258592, dated 08/17/98, signed by W. A. Jackson, P.E. "Submitted under NOA # 03- 0210.04" C. CALCULATIONS 1. Anchor verification calculations prepared by A1- Farooq Corporation, complying with F.B.0 2007, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 • • • • • • • DAB Door Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08- 0305.02, issued to SABIC Innovative Plastics, for their Lexan Sheet Products, approved on 04/24/08 and expiring on 07/17/13. 2. Notice of Acceptance No. 07- 1016.07, issued to Insulfoam, LLC, for their Insulfoam Expanded Polystyrene Insulation, approved on 11/29/07 and expiring on 11/29/12. 3. Notice of Acceptance No. 07- 1107.08, issued to Dyplast Products, LLC, for their Expanded Polystyrene Block Type Insulation, approved on 04/26/07 and expiring on 08/27/08. 4. Notice of Acceptance No. 07- 0301.10, issued to Dyplast Products, LLC, for their • Dyplast ISO -CI Polyisocyanurate Insulation, approved on 06/07/01 anti• expiring on • 01/11/12. •• • • "Submitted under NOA # 05- 0228.02" •••• • • • 5. Test Report on Accelerated Weathering Using Xenon Arc Light A11 111 Test p • • ASTM G155 of "PVC Extrusion Material", prepared by Hurricane Fstviacering•& . Testing, Inc., Report No. HETI 04 -A002, dated 09/27/04, signed and see fed byktafeeT E. Droz -Seda, P.E. • • • 6. Test Reports on Tensile Test per ASTM D638 of "PVC Extrusion 14ateriAl ", pripareL by Hurricane Engineering & Testing Inc., Report No. HETI 04 -T24. dated 1172.9IQ4 signed and sealed by I. Ghia, P.E. • •••• • 7. Test Report on Self- Ignition Temperature Test, Rate of Bum Test and Smoke Density Test of "REHAU non -foam PVC extrusion material", prepared by ETC Laboratories, Report No. 04- 761 - 15019.0, dated 05/06/04, signed and sealed by J. L. Doldan, P.E. F. STATEMENTS 1. Statement letter of code conformance issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest issued by Al- Farooq Corporation, dated 12/19/08, signed and sealed by Humayoun Farooq, P.E. G. OTHER 1. Notice of Acceptance No. 05- 0915.09, issued to DAB Door Company, Inc, approved on 04/13/06 and expiring on 08/09/11. E -2 • • • � 6 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09 -0128.04 Expiration Date: August 9, 2011 Approval Date: March 18, 2009 • • • • • • • .• • • • • DOOR KSGHT CONSISTS OF 6'-6" 2 SECTIONS 19" 2 SECTIONS 21' 6'-9" 1 SECTION 18' 3 SECTIONS 21' r 45001108521' r - 3" - - r -8' 5 SECTIONS 18' - 7'-9' 4 SECTIONS 18 1 SECTION 21 8' 3 SECTIONS 18' 2 SECTIONS 21' 8' -3" 2 SECTIONS 18' 3 SECTIONS 21' 8' -6' 1 SECTION 18" 4 SECTIONS 21" 8'-9' 5 SECTIONS 21' - 9' 6 SECTIONS 18' - 9'-3" 5 SECTIONS 18' 1 SECTION 21" 9'-8' 4 SECTIONS 18" 2 SECTIONS 21' 8' -9" 3 SECTIONS 18' 3 SECTIONS 21' 10' 2 SECTIONS 18" 4 SECTIONS 21' 18-3' 1 SECTION 18" 5 SECTIONS 21' 10' -6' 6 SECTIONS 21' - 10'-8" 6 SECTIONS 18' 1 SECTION 21' 11' 5 SECTIONS 18 2 SECTIONS 21 11' -3' 4 SECTIONS 18' 3 SECTIONS 21' 11'-8' 3 SECTIONS 18' 4 SECTIONS 21' 11 " -9° 2 SECTIONS 18' 5 SECTIONS 21' 12' 1 SECTIONS 18' 6 SECTIONS 21' 12' -3' 7 SECTIONS 21' - 12'-6' 6 SECTIONS 18' 2 SECTIONS 21' 12' -9' 5 SECTIONS 18' 3 SECTIONS 21' 13' 4 ati:00NS 18' 4 SECTIONS 21' 13' -3' 3 SECTIONS 18' 5 SECTIONS 21' 13' -8' 2 SECTIONS 18" 8 SECTIONS 21' 13' -9' 1 SECTION 18" 7 SECTIONS 21' 14' 8 SECTIONS 21' - 14'-3' 6 SECTIONS 18' 3 SECTIONS 21" 14' -6' 5 SECTIONS 18 4 SECTIONS 21' 14' -9' 4 SECTIONS 18' 5 SECTIONS 21' 15' 3 SECTIONS 18' 6 SECTIONS 21" 15' -3" 2 SECTIONS 18" 7 SECTIONS 21" 15' -6" 1 SECTION 18' 8 SECTIONS 21' 15' -8' 8 SECTIONS 21' - 16' 6 SECTIONS 18 4 SECTIONS 21" il r-- A .11 I I CY , y � I' A A. _ , IT,' _ m i l 11 � � 7 / e C, LA — - -- I� \ \ I OPTIONAL VENT L -.- A (3) 5 WIDE AT 7 O.C. MAX. OPENING AREA NOT TO EXCEED 120 SQ. IN. - COLONIAL DESIGN MAX. DOOR WIDTH OPTIONAL FLUSH FAC WOOD GRAIN DESIGN .158 DO8. GALV. AIRCRAFT TYPE 8/ MIN. & TO SAFETY FACTOR 6'X3 °X0.1" PLATE WITH (2) #14 X 5 SMS CENTER STILE OUTSIDE HANDLE I► I� r OUTSIDE KEYED LOCK LOCK BAR LOCKING SHOWN ALTERNATE TO LOCKS SHOWN ABOVE 7 -1/ o END ROLLER HINGE ( ,A, K.,,,,,,_______„„ 2" GALV. STEEL CENTER HINGE 1/2 SMS 2/ DOOR BRACKET STD. LIFT DOOR END STILE LOCK BAR GUIDES INSTALLED ON END STILE WITH (4) #14 X 5/8 SMS .18T X .6W LOCK BAR ENGAGES IN TRACK ON EACH SIDE OF DOOR 1' W X .15' THK. LATCH SPRING LOADED SLIDE BOLT LOCK (BOTH SIDES) FASTENED W/ (4) # 14 X 1/2 S.M.S. /8 MIN. LOCK ENGAGEMENT CONFORMS TO 1012 REGARDING GARAGE DOORS BRACKET LOW HEADROOM DOOR OPTION 7 -7/8' X 3 -1/8 X .010 STEEL PLATE WMI (4) #14 X 3/4 SDS •• • •• • • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • TOP FIXTURE 5 -1/2" X 2 -3/4 X 0.1 STEEL PLATE WITH ONE 5/18 -18 MS W/ NUT FASTENED TO END STILE WITH OPTIONAL DOOR VIEWER (6) #14 X 3/4' SELF DRIWNG SCREWS TO BE INSTALLED AT CENTER STILE CENTER STILE 1 LSEN!RAt MOTES 1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. • • • • • 2. 1�y1�I HORS • M S�li. IE USTTI S PAC AS SHOWN ON DETAILS. • • CCH0R QR5MMEN' 0 BASE /MATER SHALL BE BEYOND WALL • • • a PILO BOLTSPNUIS AID WASHERS 51U•L BE 0284C PLATED CARBON STEEL • 4. 2NCHORING 8R LOADING CONDITI8NS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF T1415 APPROVAL 5. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • •.. • • • • • • • • • • • •• •• INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR DAB DOOR MODEL 824 MAX. SIZE 9' -4 WIDE X 16' -0' HIGH THIS PRODUCT IS RATED FOR LARGE MISSILE IMPACT Engr: DR. HWAYOUN FAR000 STRUCTURES FLA. PE IP 18557 C.A.N. ��38 JAN 1 3 2009 Ra8MC1moall DESIGN PRESSURE RATING = + 50.0 PSF - 60.0 PSF PROUSICtRBYLSID auply*irilhAeFlal� Ma !T 0 el i1/ _5:717` p %%ice 0 0 � 0 c 0 n 0 m a 5 d` N 5 2 S L L L —7 r d rawing no.] 01 -09 j sheet 1 of 5 o g I ? drawing no. 01 -09 FOR CONNECTION OF WOOD BUCK TO MASONRY SEE NOTE ON SHEET 4 SOUTHERN PINE 0.55 S.G. 1 -3/ 8 1.9" X 2.19 X 3.3 X .102 STEEL TRACK BRACKETS SEE SHEET 3 FOR SPACING 2 -1/8" X 1' X .078 LV. STEEL TRACK FASTENED TO TRACK PLATES W/ 1/4-20 X 5/8 TRUSS HD. SLOTTED M.S. & LOCK NUT STEEL TRACK BRACKET FASTENED TO WOOD JAMB WITH 5/18" X 1 -5/8 LAG SCREW (FULLY THREADED) ONE PER BRACKET OPTIONAL STOP MOULDING 7 - BY DOOR INSTALLER r .024 STL PANEL SOUD BRASS DOOR VIEWER BY 'SCHLAGE SECURITY HARDWARE' INSTALLED IN 9/16" DIA. HOLES IN CENTER STILE POSITIONED AT EYE LEVEL _#14 X 5/8 SMS 6 PER HINGE 1/2" X 1 -3/4" X .059" FORMED STEEL -GLUED TO PANEL AND SECURED TO END STILE WITH 3/16 POP RIVETS 0 12" O.C. 7/18' PUSHNUT INSTALLED ON ROLLER SHAFT 1-7/8' X 2 -5/8" X .045 STEEL C STILE, GLUED AND RIVETED TO PANEL W/ (4) 3/16' RIVETS #14HX 5/8" S.M.S. 4/ 3/4 X 2" X 2 -1/2 X 18 GA STEEL END STILE, CONNECT TO PANELS WITH FLAPS AND 3/16" ALUM RIVETS SEE DETAIL ABOVE POP RIVETS •• ••• • • • • • • 7 -1/2 X .050 GALV. STEEL • • • • • lo. CENTER HINGE • • • • • /2 .N� . 071 SECTI - • • •EN HINGE • • • • • • • • • • • NYLON / STEEL ROLLERS W/ .44 DIA. X 4 -1/4" STEM INTERIOR SIDE • ••• ••• ••• ••• ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • •• •• • • • • • • • -• • • • • --- - •— • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DISTANCE — I • . - I1, 3 /1 6 d 1 • FLAPS BENT OVER PANEL 1/2" PUNCHED HOLES 0 4" 0.C. /ANCHOR TYPE A OR B - 01 PER BRACKET SEE SHEET 3 FOR BRACKET SPACING 1/4-20 SS BOLT & NUT JAN 1 3 2009 24 GA STEEL PANEL 3/16° ALUM RIVETS END STILE ANCHORS; A) 3/8° DIA. POWER -BOLT BY 'POWER^' 2' MIN EMBED INTO CONCRETE 1 -7/8" MIN. EDGE DISTANCE B) 3/8" DIA. HI C CI FFFVF RY 'MI TI' 1 -1/4' MIN. EMBED INTO CONCRETE OR FILLED BLOCK 1 -5/8" MIN. EDGE DISTANCE INTO CONCRETE 4" MIN. EDGE DISTANCE INTO FILLED BLOCK CONCRETE f'c 3000 PSI MIN. C -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. PRODUCTIEVRIED r «aph'iIswYY Y• alitdiesCalo 4 '7 ' / Of Miami c 8 5 sss 0 U 0 w (sheet 2 of 5 DOOR HEIGHT • SECTION HEIGHTS BRACKET PLACEMENTS 1ST 2ND 3RD 4TH 5TH B1 B2 B3 B4 85 B6 B7 B8 6•-0° 18 18" 18" 18 N/A 1° 11 -3/4" 23" 34" 45" 56 67° - 6 21 18" 18" 21" N/A 1 11 -3/4" 23" 34 I 45" 56 67 - . 7• -0" 21" 21 21 21" N/A 1 11 -3/4" 23 34 45 56 67 - T-6" 18" 18" 18" 18 18 1 11 -3/4" 23" 34" 45" 56 67 78 -1/4 8 -0" 21 "J18 18 18" 21 1 11 -3/4" 23 34" 45" 56" 67 78 -1/4 N � o a O 6, 0. SECTION A —A POP RIVETS 2 -3/4" X 5 -1/2" X 3" X .104" GALV. STEEL TOP ROLLER BRACKET (DOUBLE) FASTENED W/ (6) # 14 X 5/8" S.M.S. .090 THK. GALV. STEEL ADJUSTABLE SLIDE FASTENED TO BRACKET W/ 5/16 -18 X 3/4" HEX HEAD M. SCREWS & NUTS. HORIZONTAL REINFORCEMENT G GLUED TO PAN AND FASTENED TO VERTICAL STILES WITH (2) 3/16" POP RIVETS HORIZONTAL REINFORCEMENT 1/2 X 1 -3/4" X .059 FORMED STEEL GLUED TO PANEL AND FASTENED TO VERTICAL STILES WITH (2) 3/18" POP RIVETS 5/16 MEETING RIB 1.82 DIA. X .50 ROLLERS W/ .44 DIA. X 4 -1/4" STEM OPTIONAL INSULATIONS: BY 'DYPI AST PR0IXICTS 11N EPS- EXPANDED POLYSTYRENE DENSITY = 1.05 PCF N.O.A. 107- 1107.08 OR 150 -25 POLY- ISOCYANURATE DENSITY = 2.0 PCF N.OA 107- 0301.10 OR BY • IN9iJLF0AM LLC DENSITY = 0.92 PCF N.OA 107- 1016.07 14 GA GALV. STEEL ROLLER HINGES FASTENED W/ (4) 114 X 5/8" SMS MIN. .024" ROLL FORMED STEEL PANEL DRAWING DUALITY G -40 MIN. YIELD STRENGTH = 34 Kg WITIT PRIMER AND BAKED -ON POLYSTER PAINTED TOP COAT APPLIED TO BOTH SIDES OF STEEL 12 GA. GALV. STEEL w/ (4) 11 BRACKET FASTENED BOTTOM SEAL .058 ALUM PLATE WITH 1 /8" X 1 S.M.S. ® 48" 0.C. AND RUBBER WEATHERSTRIPPING 5/16 X 1 -5/8" LAG SCREWS INTO WOOD OR 5/16 SLEEVE ANCHORS WITH 1 -1/4" EMBED INTO MASONRY 3 PER BRACKET 2 -1/2" X 4 -1/4 X 13 GA. STEEL PLATES WELDED TO 1 -1/2" X 1 -1/2" X 14 GA. ANGLE FASTENED TO TRACK WITH (4) 1/4 -20 SS. BOLT & NUTS 2 X 5 -1/2" X .104" GALV. FASTENED W/ (4) A 14 X 5/8" SME TOP ROLLER BRACKET FOR LOW HEADROOM DOOR OP1TON 1 Iii MMEN 1 m TRACK CONFIGURATION • • • • • • • • • • •• •• • • • • • • •• • • • • • • • • • •• ••• •• • • • •• • • ••• • • • • • • • •• • • • • • ••• • • • • • HORIZ. TRACK LENGTH = OPENING HEIGHT PLUS 12" • 14 GA. GALV. STEEL. TRACK 6 - SECTIONS ARE NUMBERED STARTING AT THE BOTTOM FOR DOORS MORE THAN 8 FT. HIGH, USE ADDITIONAL TRACK BRACKETS AT 10 0.C. 1.9" X 2.19" X 3.3" X .090" STEEL TRACK BRACKETS 2 -3/16" HIGH CONNECTED TO TRACK WITH 1/4" BOLTS & NUTS. ••• ••• ••• ••• ••• • • • • 8 • • • 8 • • • • • • • • •• • • • • • •• •• • • • • • • • • • • • • • • • •• •• • •• • • HOW. TRACK SUPPORT, CENTER SUPPORT REND. ON DOORS EXpEEDING 8 FT. IN HEIGHT 11 A r - VERTICAL LIFT A —J HIGH IIFT STANDARD LIFT LOW HEADROOM DOUBLE TRACK AyAusilIZIRA0K OPTIONS Engr: DP. HUMAYOUN FAR000 5TRUOTORES FIA PE 9 18557 CAN. 3538 JAN 3 2009 2009 2 X 2 X 1/8 HORIZ. ANGLE SPOT WELDED TO HOW. TRACK WITH TWO WELDS AT 1 -1/2" APART liftw FIRST AT 3" 0.C. REST AT 9" 0.C. -- CONNECTED TO RAG BRACKET ANGLE W/ 3/8 -16 X 3/4" BOLT & NUT AND TO SPRING SHAFT GUIDE WITH (2) 1/4 -20 X 5/8" BOLT & NUT VERTICAL TRACK 2 -1/8 X 1" X .080" SECTION A —A mower memo as amply* wilt*. Mid. Budding Cods Aelapows Pb �1;711 w O 0 c`3 J 1 o' W C 61 W N `0 c m m V C 9 z ,a o a 19 ego coow 1 ~ o O1 � f Uk4 drawing no. 01 -09 j *wet 3 of 5 ) ANCHOR SPACING ANCHORS STRUCTURE EMBED SPACING EDGE DIST. 3/8" HLC SLEEVE BY 'HILT!' CONC. 1 -1/4" B 1 -5/8' 3/8" HLC SLEEVE BY 'HILT!' FILLED BLOCK 1 -1/4" 8 4" 3/8" DYNABOLT BY 'ITN CONC. 1 -1/2" 8 2' 3/8 DYNABOLT BY 'ITW' FILLED BLOCK 1 -1/2" 8 3 -3/4" 3/8 POWER -BOLT BY 'POWERS' CONC. 2 8 1-7/8" 3/8" SLEEVE -ALL BY 'SIMPSONS` CONC. 1 -1/2" e" 1 -7/8" WOOD FRAME BUILDING STUD WALLS OR DOOR OPENING (NOT BY DAB DOORS) SHALL BE FRAMED SOLID BY NOT LESS THAN (3) 2X6 PRESSURE TREATED GRADE 2 SYP OR BETTER WOOD STUDS. STUD WALLS TO BE CONT. FROM FOOTING TO TIE BEAM. ENGINEER OF RECORD TO VERIFY ADEQUACY OF THE SUPPORTING STRUCTURE. WOOD BUCK CONNECTION TO MASONRY TRACK SHALL 82 SECURED WITH CONT. STEEL ANGLE TO PRESSURE TREATED 2X8 SYP WOOD JAMBS WHICH SHALL 8E ANCHORED TO GROUTED REINFORCED MASONRY BLOCK WALL OR CONC. COLUMN WITH 1/4" ULTRACON BY 'ELCO' WITH SPACING OF 20" O.C. INTO BLOCK WALL, WITH 2 -1/4' MIN. EMBED 16" O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4 MN. EMBED 2 -t /2" MIN. EDGE DISTANCE 1/4" TAPPER BY 'POWERS' WITH SPACING OF 14 0.C. INTO BLOCK WALL, WITH 1 -1//2' MIN. EMBED 18' O.C. INTO 3000 PSI CONCRETE, WITH 1 -3/4" MN. EMBED 3" MIN. EDGE DISTANCE 3/8 CONFLEX BY 'ELCO' OR 3/8 LOT BY 'ITW' WITH SPACING OF 24' O.C. INTO 3000 PSI CONCRETE, WITH 2 -1/2 MIN. EMBED 2" MN. EDGE DISTANCE 3/8 HLC SLEEVE BY 'HILT1' WITH SPACING OF 17 O.C. INTO BLOCK WALL, WITH 1 -1/4' MN. EMBED, 4" MIN. EDGE DIST. 18° O.C. INTO 3000 PSI CONCIRr4 WITH 1 -1/4" MN. EMBED AND 2 -1/2" MIN. EDGE DISTANCE THE BLOCK WALL CELLS SHALL BE GROUT FILLED AND REINFORCED WITH FOUR # 5 BARS EXTENDING INTO F00TING AND INTO TIE BEAMS ALL BARS SHALL BE CONTINUOUS FROM 11E BEAMS TO FOOTING. PREPARATION OF JAMBS BY OTHERS 5/18 X 1 -5/8 LAG SCREWS AT 12' O.C. • • • • • • • • • • ••• • • • • ••• STEEL STRUCTURE BY OTHERS MUST SUPPORT THE LOADS IMPOSED BY DOOR SYSTEM ••• • • • • •• • • • • • • • • • • • • •• • • 5/18 DIA. BOLTS - WITH WASHER & NUT AT 12" 0.C. MAX. • • • • ••• • • • • • 1 -1/4' X 2 -1/2' X 14 GA CONT. STEEL ANGLE 12 GA. GALV. STEEL FLAT BRACKETS ±3" LONG AT 12" O.C. IN DOOR OPNG. AT 18' 0.C. ABOVE DOOR OPNG. CONNECTED TO CONT. ANGLE W/ (3) SPOT WELDS AT EACH SIDE •• ••• • • • • • •• • • • ▪ • • • • • •• ••• •• • • • •• ••• ••• ••• ••• • • 8 • • • • • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • • •• •• • • EDGE DIST 2 -1 /8" X 1" X 14 GA. GALV. STEEL.. TRACK FASTENED TO TRACK PLATES W/ (2)1/4- 20X5 /8' TRUSS HD. SLO 615. & LOCK NUT ALTERNATE TRACK INSTALLATION 1 -1/2 Gngr: DR. UM4YDUN FAROOQ RA. FE STRUCTURES 18557 C.A.N. 3538 JAN 1 3 2009 CONCRETE Pc = 3000 P5! MIN. 0 -90 GROUT FILLED BLOCK f'm = 2000 PSI MIN. 0 J c u v 1 Q b o o COYOLJ o r 8 U drawing no. ) 01 -09 sheet 4 of 5 ) -.500 .176 * EXTERIOR FRAME RIGID PVC ONE PIECE INJECTION 1.725 * INTERIOR FRAME RIGID PVC ONE PIECE INJECTION DOOR PANEL '24 GA. (.024) STEEL MIN. 7/16" DIA. WASHER ge x 3/4• ems • 3/8• FROM ENDS AND 7" 0.C. MAx. (4) g8 X 3/4• SMS O 1 -3/8' FROM ENDS AND 6 -1/2" O.C. MAX. .175 X .082 DEEP GROOVE 1/4" POLYCARBONATE LEXAN BY SABIC INNOVATIVE PLASTICS NOA #08-0305.02. .175 X .062 DEEP GROOVE (4) gB X 3/4" 5M5 ® 1 -3/8" FROM ENDS AND 6 -1/2" O.C. MAX. g8 X 3/4' SMS • 3/8" FROM ENDS AND 7' 0.C. MAX. 7/16" DIA WASHER DOOR PANEL 24 GA (.024) STEEL MIN. 0 21 3/4" MAX. WOW. WIDTH 18 1/8" MAX. D.LO. g8 X 3/4" SMS • 3/8' FROM ENDS 1 .082 DEEP W "• AND 4 -1/2" o.C. 1 • • • • • • • • VE • • • • • • •• • era_ • • • • • • • • • • DOOR PANEL • • • • • • • rgERIOR 24 GA. (.024) STEEL. MIN. • • • • • • • • • • • • 11!/1 MLR. • b.L OPG. GLAZING BITE WINDOW WIDTH ••. . . . . ... • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • * PLASTIC COMPLIES WITH SECTION 2612 OF FBC 2007 SEE EVIDENCE PAGE INSIDE ELEVATION RAISED PANEL EMBOSSED DOOR WITH OPTIONAL WINDOWS Env DR. HUMAAOL'N FAR000 STRUCRtRtS RA C.4.71. t5 JAN 1 3 2009 PRODUCT REVISED thalkikiCade L A.s/1ee /J y •Ll E� `i /1:7 ✓7f 1 0 S LJ 0 t _ 4 I o Is ; R BI . d a ng no. L 01 -09 (*heat 5 of 5)