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WS-10-1610BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING ROOFING' Owner's Name (Fee Simple Titleholder) ag 14100 teed Phone # Owner's Address 1 7 1 29 Air ' 7 M1 City / ICA4i&C State t Zip Tenant/Lessee Name Phone # Email Job Address (where the work is being done) zit? 0 ci)v City Miami Shores Villa e County Miami -Dade Zip 3 3 F 2 " FOLIO / PARCEL # / / 3 a ` (C) / LI go Is Building Historically Designated YES NO t Flood Zone Contractor's Company Name 1 6 {"T Phon # 31 g 3 Con � s �� D & Conn Address � �� � City W' tate _ Zip `5 6 6 Qualifier Name ll� i• q e vWI LO L Phone 2 State Certificate or Reg'stration No. Certificate of Competency No 0 .....a S CO-7M' 'Contact Phon k g�� $'3 ‘, E -mail ' 0 O 0„02_0 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ 446 � O� Type of Work: ddition Describe Work: Structural Review. $ ['Alteration 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 Square / Linear Footage Of Work: ❑ Repair/Reeplla El Demolition G C 4,440, N . v Permit NoliiJ- -1(010 Master Permit No. SEP 0 9 70_ p .f Notary $ Training/Education Fee $ Technology Fee $ , Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: I Total Fee Now Due $ Sr Reverse side —> * *, ****** * * * * * * * * * * * * ** * * * * ** ** * ** * * ** F x****** * * * *x * * * * * * * * * * ** * * * * * * *** * * *** Oc Submittal Fee $ Permit Fee $ j/(9 CCF $ CO /CC .$ Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that. all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Owner or Agent �,Q The foregoing instrument was ackn wledged before me this The foregoing instrument was acknowledged before me this" � n day of , 20 to by PjJQL (,j9i (4 J), day of , 20 (9 by who is personally known to me or who has produced who is personally known to me or has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: 4a L. " ---7 ' Sign* _ , Sign: Print: '� ...;::�'��.a�� a�ri,�y['.;�i�e r Print: My Commission Ex i x " '' a, y p Sandra A. Galano I =' ' =Commission #DD81I516 %,, Expires: AUG. 04, 2012 BONDED YARD ATLANTIC BONDING CO, INC. ** ** sir* **4e**ia9e9e9e9Fieh* lr**3efa9zdF*** *** * ** * dnk*ie9edr*4ric9t**ir4ntr9eAc+ 4ie*de9cie: Y9c*di4e, B9rdeie* 9ztik9c+ k*ic9r3tde*dedr &ik4r4e3e4t** APPROVED BY � 9 Plans Examiner Zoning My Commission Exp (Revised 07 /10 /07)(Revised 06/10/2009) I-iarnberto Fernandez Commission # DD618548 ,,,,•'' Expires: DEC. 03, 2010 BONDED TI RB ATLANTIC B0�'DING CO Signature NOTARY PUBLIC: tor Engineer Clerk checked THE POLICIES OF INSURANCE USTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NO1WITHSTANuiNu ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD L TYPE OF INSURANCE POUCY NUMBER POLICY EFFECTIVE DATE (MM/DD/YY) POUCY EXPIRATION DATE (MMIDD/YY) LIMITS /NSRL A GENERAL LIABILITY COMMERCIAL GENERAL LBA04834701 06/01/10 EACH OCCURRENCE $ 1 , 000 , 000 06/01/11 UAMA(i Kt PREMIS E S ( Eaoccuren ae) $ 100,000 X MED EXP (Any one person) $ 5 , 000 CLAIMS MADE X OCCUR PERSONAL & ADV INJURY $ 1, 0 0 0, 0 0 0 GENERAL AGGREGATE $ 2, 0 0 0, 0 0 0 PRODUCTS - COMP/OP AGG $1,000,00 GENL AGOREGATE LIMIT APPLIES PER: - I POLICY T JE n LOC AUTOMOBILE UABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) $ GARAGE UABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ THAN EA ACC $ OTHER AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY I OCCUR CLAIMS MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE $ RETENTION $ B WORKERS EMPLOYERS'UABILITY ANY OFFICER/MEMBER If yes. SPECIAL PROPRIETOR/PARTNER/EXECUTIVE describe COMPENSATION AND EXCLUDED? under PROVISIONS below WC0488274 06/01/10 06/01/11 WC STATU- O TH- X TORY LIMBS ER E.L. EACH ACCIDENT $ 100000 EL. DISEASE -EA EMPLOYEE $ 10000 E.LDISEASE - POLICYUMIT $ 500000 OTHER 4 DESCRIPTION *TEN DESCRIPTION OVERHEAD OF OPERATIONS/ LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS (10) DAYS OF NOTICE OF CANCELLATION FOR NON - PAYMENTOF PREMIUM. OF OPERATIONS GARAGE DOORS- REPAIR, SERVICE, INSTALLATION PRODUCER BUTLER, BUCKLEY, DEETS INC. 6161 BLUE LAGOON DR., STE 420 MIAMI FL 33126 Phone:305- 262 -0086 INSURED ADCO OVERHEAD GARAGE DOORS INC 7577 NW 50 ST MIAMI FL 33166 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE INSURER A: Landmark American Ins Co . INSURER B: STAR INSURANCE CO INSURER C: INSURER D: INSURER E: NAIC # 33138 ACORV CERTIFICATE OF LIABILITY INSURANCE COVERAGES CERTIFICATE HOLDER ACORD 25 (2001/08) CANCELLATION OP ID NR ADCOO -1 05/28/10 CITY OF MIAMI SHORES 10050 NE 2ND AVENUE MIAMI SHORES FL 33138 CITMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL *30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBUGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHO D q�RESE l'.O © ACORD CORPORATION 1988 1 6Z• 'ZZJOCZi • 9 �� si WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR 146 MPH, EXPOSURE C DARE CO., FLORIDA 2007 FLORIDA BUILDING CODE (AS(:E7) THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00) NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE. WORST CASE DESIGN PRESSURES (PSF) WORST CASE DESIGN PRESSURES (PSF) THIS CALCU FOLLOWING colt II ntiI'on, P E: - 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. &3286 3/29/2010 File: DADE CO WORST CASE R00 [RETROFIT] ION SHEET IS ONLY VALID FOR THE NDS: CLOPAY, IDEAL, AND HOLMES. Chipa BUILDING PRoDucTs A Greon Cornpar,,, MEAN ROOF HEIGHT MEAN ROOF HEIGHT 1aTO 15L 16' 17' 18' 19' 20' r , 8'x7' 8' +41.3,:_5J.,._9_)-F, , -51.1 41.8, +41.4, -52.5 -51.7 +42.3, +41.9, -53.1 -52.3 +42.8, +42.4, -53.7 -52.9 +43.3, +42.8, -54.3 -53.5 +43.7, +43.3, -54.9 -54.1 3ZIS ONIN 8' 9'x7' +41.0, -51.2 +41.4, -51.8 +41.9, -52.4 +42.4, -53.0 +42.9, -53.6 +43.4, -54.2 9'x8' +40.6, -50.4 +41.0, -50.9 +41.5, -51.5 +42.0, -52.1 +42.5, -52.7 +42.9, -53.3 16'x7' +39.2, -47.7 +38.8, -46.9 +39.7, +39.3, -48.2 -47.4 +40.1, +39.7, -48.8 -48.0 +40.6, +40.2, -49.4 -48.5 +41.1, +40.6, -49.9 -49.1 +41.5, +41.1, -50.5 -49.6 o 16'x8' 18'x7' +38.9, -47.0 +39.3, -47.5 +39.8, -48.1 +40.2, -48.6 +40.7, -49.2 +41.1, -49.7 18'x8' +38.5, -46.2 +38.9, -46.7 +39.4, -47.3 +39.8, -47.8 +40.3, -48.3 +40.7, -48.9 WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR 146 MPH, EXPOSURE C DARE CO., FLORIDA 2007 FLORIDA BUILDING CODE (AS(:E7) THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00) NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE. WORST CASE DESIGN PRESSURES (PSF) WORST CASE DESIGN PRESSURES (PSF) THIS CALCU FOLLOWING colt II ntiI'on, P E: - 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. &3286 3/29/2010 File: DADE CO WORST CASE R00 [RETROFIT] ION SHEET IS ONLY VALID FOR THE NDS: CLOPAY, IDEAL, AND HOLMES. Chipa BUILDING PRoDucTs A Greon Cornpar,,, MEAN ROOF HEIGHT 21' 22' 23' 24' 25' 3ZIS ONIN 8'x7' +44.1, -55.4 +44.5, -55.9 +44.9, -56.4 +45.3, -56.9 +45.7, -57.4 8'x8' +43.7, -54.6 +44.1, -55.0 +44.5, -55.5 +44.9, -56.0 +45.2, -56.5 9'x7' +43.8, -54.7 +44.1, -55.1 +44.5, -55.6 +44.9, -56.1 +45.3, -56.6 9'x8' +43.3, -53.8 +43.7, -54.3 +44.1, -54.7 +44.5, -55.2 +44.8, -55.7 16'x7' +41.9, -50.9 +42.3, -51.4 +42.6, -51.8 +43.0, -52.3 +43.4, -52.7 ` w o 16'x8' +41.5, -50.1 +41.8, -50.5 +42.2, -51.0 +42.6, -51.4 +42.9, -51.8 18'x7' +41.5, -50.2 +41.9, -50.6 +42.2, -51.1 +42.6, -51.5 +43.0, -51.9 18'x8' +41.1, -49.3 +41.4, -49.8 +41.8, -50.2 +42.2, -50.6 +42.5, -51.1 WORST CASE DESIGN PRESSURE CHART RETROFIT GARAGE DOOR 146 MPH, EXPOSURE C DARE CO., FLORIDA 2007 FLORIDA BUILDING CODE (AS(:E7) THE CHARTS BELOW ARE DETERMINED FOR THE WORST CASE SCENERIO, BASED ON THE FOLLOWING ASSUMPTIONS: 1) THE ENTIRE GARAGE DOOR OPENING IS ASSUMED TO BE IN THE END ZONE (ZONE 5) ACCORDING TO ASCE7 CALCULATION METHODS. 2) BASED ON ENCLOSED BUILDING, ANY ROOF SLOPE. 3) STANDARD APPLICATION (IMPORTANCE FACTOR = 1.00) NOTE 1: SPECIFIC, INDIVIDUAL GARAGE DOOR OPENINGS WILL MOST LIKELY NOT REQUIRE THE OPENING TO BE COMPLETELY IN ZONE 5 BY CALCULATION. THEREFORE INDIVIDUAL CALCULATIONS WILL MOST LIKELY RESULT IN LOWER NEGATIVE DESIGN PRESSURES THAN SHOWN ON THESE CHARTS. NOTE 2: DOORS LARGER THAN THOSE LISTED MAY USE THE DESIGN PRESSURE FOR THE NEXT SMALLEST DOOR BECAUSE DESIGN PRESSURE DECREASES AS OPENING SIZE INCREASES. FOR EXAMPLE, A 16'x10' OPENING CAN BE ASSUMED TO HAVE THE SAME DESIGN PRESSURE AS A 16'x8' OPENING BECAUSE ACTUAL CALCULATIONS WILL SHOW THE 16'x10' TO HAVE A LOWER DESIGN PRESSURE. WORST CASE DESIGN PRESSURES (PSF) WORST CASE DESIGN PRESSURES (PSF) THIS CALCU FOLLOWING colt II ntiI'on, P E: - 8585 DUKE BLVD. MASON, OHIO 45040 (513) 770-4800 FLORIDA P.E. No. &3286 3/29/2010 File: DADE CO WORST CASE R00 [RETROFIT] ION SHEET IS ONLY VALID FOR THE NDS: CLOPAY, IDEAL, AND HOLMES. Chipa BUILDING PRoDucTs A Greon Cornpar,,, Scheduled Inspection Date: October 01, 2010 Inspector: Bruhn, Norman Owner: SCASSERRA, MARTIN & MELI Job Address: 489 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: ADCO OVERHEAD GARAGE DOOR INC Building Department Comments September 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 151048 Permit Number: WS -9 -10 -1610 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060140640 garage door installation Passed `!� Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments Page 3 of 8 • MIAMI. COUNTY BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 www.miamidade.gov/buldinicode 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: 2" EPS Insulated Garage Door with Impact Resistant Lites to 9'0" Wide. APPROVAL DOCUMENT: Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310/67/HDGL, 4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there 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 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. 1 NOA No 07-0807.14 Expiration Date: September 20, 2012 Approval Date: September 20, 2007 Page 1 Clopay Building Products Company NOTICE OF ACCEPTANCE: EVIDENCE SUBMI " "1 A. DRAWINGS 1. Drawing No. 101703, titled "HDG/HDGL, 66/68, 4300/01, 4310 /67IHDGL, 4400/01, H Models, ", dated 11/19/96, sheet 1 of 1, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton, P.E. B. TESTS 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. ATLNC 0823.01 - 06, dated 12/18/06, signed and sealed by David W. Johnson, P.E. C. CALCULATIONS 1. Anchoring calculations, dated July 30, 2007, signed and sealed by Scott Hamilton, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. Tensile Test, per ASTM E8, Reports No. HETI- 06 -T604 /605 /606, prepared by Hurricane Engineering & Testing, Inc., dated 09 /22/06, signed and sealed by Rafael E. Droz -Seda, P.E. 2. Corrosion Resistance Salt Spray Test, per ASTM B117, Report No. 30160 -04 - 63365, prepared by Stork Twin City Testing Corporation, dated 01/26/05, signed by John D. Lee, P.E. 3. Ignition Properties of Plastics Test, per ASTM D 1929, Report No. 3082959 -500, prepared by Intertek Testing Services NA, Inc., dated 09/16/05, signed by Anthony Penaloza. 4. Surface Burning Characteristics Test, per ASTM E84, Report No. 3082960 -500, dated 10/04/05 and Report No. 3094867SAT -001, dated 04 /13/06, prepared by Intertek Testing Services, NA, Inc., signed by Javier Trevino and Anthony Penaloza. F. STATEMENTS 1. Statement of code conformance, dated July 31, 2007, signed and sealed by Scott Hamilton, P.E. 2. Statement of no financial interest, dated July 31, 2007, signed and sealed b Scott Hamilton, P.E. E -1 / , /%. - i' Car i M. Utrera, P.E. Product Control Examiner NOA No 07- 0807,14 Expiration Date: September 20, 2012 Approval Date: September 20, 2007 DOOR �L :.3. EIGHT 104•1431)111111111110E 1Rf. N :13!'IN�EM j:1I DE5CRB 4300 *5300 HO. 86 w)Qy Ef)Slt7i :ysv N lS lt. N/A 24 GA. MN. EXTERIOR SKIN: SHORT RASED PANEL . 10eln. ar4ra(•11SWW1ES ( a im ®dam. OC AII)E.IIM E3iIG3i Mall Il iE 9/4 24 G. MI. EXTERIOR SKIM FLUSH PANEL r,d fmi�l')iI.=3iL7]I/v Q d(If31End 'T'T i (m[7lL�lTSal . 13. rww Ywinir E .. asT•T.IE 27 GA, MN. EXTERIOR SKIN: FLUSH PANEL U tiF r H00!., 87 Ik114iEETI®d(miEVilT� 82 106 INSTALLER MODEL RETAIL MODEL DE5CRB 4300 *5300 HO. 86 27 0A MI. 6'2100100 SKIM SHORT RASED PANEL 4400, 19400 N/A 24 GA. MN. EXTERIOR SKIN: SHORT RASED PANEL 4401 0401 9/4 24 G. MI. EXTERIOR SKIM FLUSH PANEL 9301 *301 0 27 GA, MN. EXTERIOR SKIN: FLUSH PANEL 9310, H310 H00!., 87 27 0A MIN. EXTERIOR SKI; 010E RAISED PANEL STEEL (2) SCOW. 081001 MAX4U M • CLOPAY S 4300. 4301 4310 4400 4401 HDG HDGL CLOPAY MODELS H400 11401 11300. 11301 H310 JLMES MODELS 66. 67. 6$ 011101111 IH?!�B!•Bttt� 1 DI11 610E DOOR HEIGHT NUM % R OF SECTIONS 2 2 3' 4 0. 038' MI GALVANIZED STEEL BACKER PLATES ATTACHED TO ®DOOR SIGN WITH PATENTED 100 -L -IOC SYSTEM (NOT 46103.E raw OUTSIDE). REINFORCEMENT PRATES ARE LOCATED AT THE 70P AND B01100 OF EACH SECTION AT EACH HINGE LOCATION. -4f A m OPTIONAL+ ONE R04* OF RIPAGY- RESSIANI OWING IN 80230 TOP SECTION (5110N) 00 NEXT- TO-TRE -TOP SECTION (NOT SHORN). MAX. CLA2N:0 SIZE IS 18 -t 2' . 11'. (KAZOO IS REJECTION OE LEKAt9 SIX24321. AN APPR060 CC2 PLASTIC w ACCORDANCE WITH IBC /700 2808. SEE SECION 0 -0 FOR ASSEMOLY °L1NL5 I�- PH -MNG D M9°TH - 9• -0• DISI0E 0I EVATIDN map d EM4144 ONTO S TRAM Den oF MDR 8560 INH OE 7 -1/2' JAMB CONFIGURATION 248 WOOD 3080 12 GA CALM STEEL TRACK BRACKET FASTENED TO WOO JAMB 481111 ONE 5/1811 -I/2' %T00D LAG SCREW PER DENGKET. 2' GALS. STEEL TRACK FASTENED TO TRACK BRACKETS. EACH BRACKET ATTACHED WITH ONE 1/4'.5/8' DOLT & NUT 0B TWO 1 /0' R19ETS. 2008ERR MOMS N ON EscH 83 2008 LOOS P09116N (80TH SIM). SEE NYOY1 OF Ebl LOOS 1-00 Di &2 Y( Wmt B' OR RI END 2 3/4' 2 -1/4' (N10). • (9 14.6/6' SHEET METAL / XI j1 S6-LND ''BB 244. All MIS ir AI I d E NNAF VIEW ° 6° TABLE 1 If-SIAL BOLT nom ow LOcit 180 LOOP 56 6 oeti 607 SOL 7 -1 /2' LJ STOP MOULDING BT DOOR INSTALLER (TO 5IAP). 18 0A. GALVANIZED STEEL ENO SIDE (ATTACHED MTH ONE FACTORY MSEALI2D 78 -18 x 1/2' WAFER -NIA° SCREW AND ®FURTHER SECURED UPON INSTALLATION WITH HINGE SCREWS. LAN. 18 GA. GAL%. STEM INTER. Io1VE *SWING 10 INTERIOR E10 /BACKER PLATE WITH (a) 484.$/6' SHEET METAL SCREWS - 7/1Y ROAD PUSIORU0 B INSTALLED ON EACH ROLLER 801257. 11 CA ass. 91003. so sun RASIDIRO TO Elm 5196 W /(4) EACH 414.5/8' WET METAL SCREWS 8 (4) 1/4' SELF TAPPING SCREWS: 2' 10 GALL STEEL ROLLER (1 -3 /16'x7 /16'.4') KITH STEEL OR NYLTON TIE ® SECTION B -R /.- -•461A4 ro' DETAD 7110' •.•• 0411300041. DECORATIVE / SNAP-1N MOW. 0388 BRACT RESISTANT ONE -PIECE 04EC°ON MOLDED OE =AN 5042432T FRONT FRAME & OlA20b. TABLE 2 POLYSTYRENE RENDER FASTENED TO FRAME KOH met 4' PAN HEAD MULTRYAPOSE MOH BOND TAPE. F ERLME Gfi SSO40W4C STINDWRAL SOACONE MALMO. 2' THICK -1 77 0A (0.016' 864) 341ER00 STEEL SON (MM YIELD O11S nl 111 0 -00 MN. GM0. IMRD -ON POLYESTER PAWED TOP COAT APPAL) TO Beni SORES M TRIM SKI. MO OR a5BRR .300170 SECTION A -A r SLIME FILLED CHANNEL SEPARATES PROW AND BACK 408 OF 00R. 1.48 XPANDEEED POLISTVREIC EOM ISAATVN LAM M) TO 8610 INTERIOR NO UNITE 4045. Mx 0461 019REG ET PROM � 4 ROC. 0 FALCON 12 OA. SALV. 8160. 101 1 OO osescs 8 -3 /8') (ACM 0 A114) 4144/9' S1�1 14 0A OALV. ROLLER TIME EACH HINGE FASTENED TO END 016ES WITH (4) 11428/4' 4417 METAL AND (4) 1/4'4/4' $ELF TAPPNG SIRENS. SEE mar V. 3' TALL N 2D EA. GALV. STEEL 0-865. TWO U -BARS PER SECTION. EACH U -BAR ATTACKED KITH 1/4'03/4' SELF TAPPMO SCREWS. (2) SCREK5 AT EACH END AND INTERNED. STILE LOCATION. 27 M. (0.018' MI.) &TENOR STEEL 00 (OIMK 048.)11 048.)11 70 ) WITH 0 - ® OIO B4tED- W t+0270T091000 POM � A COAT APPLIED 10 BOTH SIRES OF STEM 810. 13 OA ONO. ATTACKED SCREWS. 4l1ANIM EXT / DESIGN LOADS: +48.0 PSF 6 ON 1 FLORIDA P SC°1T HARM; P.E. .E. N6. 63786 - .0 PSF. Clopay ut)d)ng Products o1n 'On CLOPAY 4301,2OV PRODUCTS COMPANY 8585 DUKE BLVD. MASON. (0133) 70400 ° HORQONTAL JAMB (NO LQ10 R) 1 TYPE 248 VERTICAJ. AMR B . 101703 '- 9'0' W . 12'0'4 • -1-841 TRACK CONFIGURATION HORIZONTAL TRACK SUPPORT BY DOOR MBTALLER (70 SUIT). CENTER HMO REDIILGED FOR DOORS OVER 8' MN. VERTICAL TROTS ABASHED TO FLAG BRACKET 000 (1) 0/0'4/9' CARRIAGE RHO. 13 M. GLV. STEEL FIRS BRACKET. EACH FASTENED 10 WOOD JAMB MIN (3) 0/16'.1 -1/2' WOOD 480 SCREWS VERTICAL TRACK ATTACHED 10 IWRRON1A1 TRAC4 MTN (2) 1 /P4 /4" TRACK BOLTS 2' GALV. STEEL TRACK. TRACK THICKNESS: 0.080'. M+. 2- 1/2112 OA 0745. STEEL TRACK BRACKET. (4) TRACK M CNEES PER 8OE (UP 10 8' ImiK). (5) TRACK BRMKE/5 NA 500 Or TO +O' X011). (8) TRACK DIMONE15 PER SCE (UP TO 12' WOO JAMB TO SUPPORTING STRUCTURE ATTACHMENT ROTF4: 1. ALL SHE LOAD FROM THE 0008 5 TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 248 VERTICAL SIP (GRACE 72 OR BETTER) 34085. NO LOAD FROM THE 000R S TRANSFERRED r0 700 HORIZONTAL. (TOP) JAMB. 2. ALL JAMB FA5T0NER5 MAY BE (SUP ARE NOT REQUIRED TO BE) CONTERSUNK 70 morns A FLUSH MOUNTING SUREACE 3. A 1/3 STRESS INCREASE FOR WIND LOAD WAS N05 USED IN THE CALL: AT/ON OF ALLOWABLE LOADS FOR ANCHORS AND FASTENERS FOR STEEL, CONCRETE AND 107SONRT. Q ) . FRAME BUILDINGS 51UD WALLS OF DOOR OPENING SHALT. BE FRAMED SOLID BY NOT LESS THAN (3) 2.8 PRESSURE TREATED 5YP (GRADE (2 OR MITER) MOD 51005 OF A STRESS GRADE AN1 LESS THAN 120 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (0,). STUD WALLS TO 8E CONTINUOUS FROM FOOTING TO TIE BEAMS. 61 OCK WALL OR CONCRETE 248 SIP (GRADE (2 OR GETTER) WOO JAMB SHALL BE ANCHORED 10 0010 REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK WALL CELLS SHALL BE FILLED KITH CONCRETE AND REINFORCED WITH REINFORCING BARS 601ENOM0 INTO THE FOOTING AND IN10 TIE BEAMS. ALL BARS SHALL BE CONTINUOUS FROM THE TIE BEAMS TO FO1I0 PER BLOCK WALL CR CONCRETE OUMN. BLOCK WALLS AND CONCRETE COL5016 TO BE DESIGNED BY THE BUIL040 ENGINEER OR ARCHITECT OF RECORD MAX. 0.C. 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT TO BE u5ED FOR ATTACHMENT OF TRACT( BRACKETS FROM BOTTOM AT NO MORE THAN HALF Or MAXON ON CENTER 24171NOE. T LEAST AS HATA AS 111E DOOR OPENING HUM. 1 7-4 -97 ADDED MAXIMUM VFW OPENING t V.wl 4/NO3 )/21/2000 : m 3. 'Mal 0 em206 MIS mv.,m. • 199VM. WAIT 0St•00I, 91Ma Owe. toms stet so moo. 1.HR TOP BRACKET T DB 500ZONTAI 00417982 TRACK LOW NE40ROOM�HIN )2)07 : 11'4°17x.? :v7i)NItP4tti ficF;O E ?e 1Ccb2 MAX Miami D) PREPARATION MBS OTHERS 2600E T*5E 00510* OF THE OF 31PP0RTM0 JA 510801004* BY ELEMENTS SHALL T THE RERPONSIRIIr7T OF THE 510NA OF RECORD T0R TL S0 IN ACCORDANCE ACCOR DI 800& OR STRUCTURE AND DANCE WITH CURRENT MELDING 110505 FOR THE LOADS LISTED ON 1444 DRAWING. •