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WS-10-1382Inspection Number: INSP- 150205 Permit Number: WS -7 -10 -1382 Scheduled Inspection Date: August 25, 2010 Inspector: Bruhn, Norman Owner: DAVIS, EUNICE Job Address: 10125 NE 2 Avenue Miami Shores, FL 33138 -2349 Project <NONE> Contractor: MIAMI DADE OVERHEAD DOOR INC Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 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- 150011. Strap ismissing an anchor NB August 24, 2010 For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Garage door Work Classification: Garage Door Phone Number Parcel Number 1132060480020 Phone: (305)820 -3300 Page 17 of 26 Lift FS- 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 BUILDING PERMIT APPLICATION 1(11 JUL 3 0 2010 FBC 20 B Y: Permit Type: BUJLDING ROOFING Owner's Name (Fee Simple Tltlehoidarrun ce • Email Permit No. vi - O - 6 °'Master Permit No. DAVIS Phone # 305 759 -$225 Owner's Address 101 2 5 N.1 ,:. 2 AvPn 11 Cm City Miami Shores State Zip 33138 Tenant/Lessee Name Phone if Job Address (where the work is being done) 10125 N . E . 2@ Ave n u City Miami. Shores_ Villa County Miami -Dade .Zip ::33 36 FOLIO / PARCEL # Is Building Historically Designated : ` YES NO _ _ Flood Zone :. Contractor's Company Name Miami —Dade Overhead Door c Phone# 305-820-3300 Contractor's Address 7225 West . 3 Court; City Hialeah StateFlorida Zip 33014 Qualifier Name Walter: Dziedzic Phone# 305-820-3300 State Certificate or Registration No. 0 5 BS 0 0 6 2 0 Certificate of Competency No, ::' : 0 5 B S 006 2 0 Contact Phone E- mail Architect/Engineer's Name if applicable) Phone # Value of Work For this Permit $ Square / Linear Foot ye Of Work: l . Type of Work :. 0 dition DAlteration : ]New Repair/Replace :: Demolition Describe Work: l►! �'.'. r - �.. * *** * * **** t*******r **** war *********** **F ****** * **** r *** ** ** * **** *** ** �y � JJ / Submittal Fee $ 50.00 Permit Fee $ / / (J CCF $ CO /CC $ 'MID Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Bond. $ Double Fee $ Violation date: Structural Review. $ Total. Fee Now Due $ (U' See Reverse side Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Undoes 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,.FTRNACES „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 fait)? 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: t t Luo • Owner or Agent, The foregoing instrunent was acknowledged before me this 7,7 day . 7 y,20 id, by who is personally known: to inc or who has produced As identification and who did take an oath. N±OTAR 3LIO Signature P Sign: Print: My Commission Expires: WALTERflutuaG . MY COMMISSION Y DD 999564 * � * EXPIRES: July 7,2014 F . �f•0�oc °1S Bonded Thtu Budget Notary Santos ink*. * ** *** * ** ** * **** * * *•* ** **** * ** * ** *** **** ** * * APPROVED BY (Revised 07110107)(Revised 06/10/2009) c J2f : C Plans Examiner Engineer Contractor The foregoing instrument was acknowledged before me this' day of 20 by who is personally known to me •or: 'has .pro aced f t as identification and who diid l an oath. .,. • �\t • / Ale gi sign.:: S 2 .r �. Print: _ *0 .. t 1� • 0 My Commission Expires: % � • `° � 04 -on miii0" ******,S * k***.**** k*******, ** k F**.*** Y * ******** &.***** *** * **.**is Zoning Clerk checked NOTARY PUBLIC: 0 PER Al r #: Ns- - 1-- (0- 15 Iv1 a, Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPT % j SUBJECT CO CC.MPIJANCE WITH ALL FEDERAL STATE AND C . UN N RULES AND REGULATIONS Florida Building Code Garage Door Windload Design Pressures Report # DPR- 100728 -A -01 The positive and negative design windloads for the garage door opening(s) listed below are derived from the Florida Building Code (American Society of Civil Engineers, SEI /ASCE 7 -05), Section 1619 for "components and cladding" (Exposure C), 146 mph wind velocity for Miami -Dade County. Address: Eunice Davis 10125 NE 2nd Ave. Miami Shores, FL 33138, Miami -Dade County Garage Opening Size: 16' 0" x 7' 0" Mean Roof Height: Less than 15' Roof Slope: Not provided (use greater than 10 degrees) Measured Minimum Building Dimension: 61' 9" Measurement of Nearest Garage Door Opening to Building Corner: 2' 0" Positive Design Load: +39.2 PSF ••. • • • •••• Negative Design Load: -44.3 row': ••• • • • • •• The following Clopay Building Products Company Doors meet the requirements fbfthbstated loads: •••• • • • • Clopay Model 84 94WQJ '2" x 7'0 ", Approval # 06- 0227.04, Dwg # 101300, Windload £44city: +464852 PSF'; • • •••• Clopay Model 4300 /4301/4310 /4400 /4401 /HDG /HDGLW8, 16'2" x 7'0", Approval # 08- 0402.12 , Dwg # 101488,aiRciI221tl Capaeijyy:48!6 / -52 P •, • • • • • • • • • • • • • • • • • • •• • •••• • • • • • • • • The design loads shown above area are based upon the measurements listed above for "enclosed" buildings, and require that the door being installed meets the requirements of Section 1626 of the 2007 Florida Building Code for windbome debris in high velocity hurricane zones. The related calculations do not address the jambs or structural adequacy of the supporting members. The building official is the final determiner of the suitability of the garage door connections for the particular building or home at the designated location. The "structural interface" of the designated door is the existing door jamb. The structural capacity of the existing, designated door jamb and associated building frame must be confirmed adequate by a certified registered professional engineer in the state of Florida. The mounting hardware designated for the subject door, and details for installation are provided on the certified, approved drawing, as listed above. JUL 3 0 2010 Sco Flo 8585 Maso (513)(7 7/28/ 86 • • • MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Clopay Building Products Co. 8585 Duke Blvd. Mason, OH 45040 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 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 Pr • • • • Miami Dade County) ty � uct ontrol � A�>i�toR (In and/or the AHJ (in areas other than Miami Dade County) reserve the right 0 have this ptoduut or material tested for quality assurance purposes. If this product or material fails to perform in Ai%Agepted manEg4 the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, pr SQwnd the use,of such • product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if itjg Qgtermined by Miami- • Dade County Product Control Division that this product or material fails to meet the requirements of tin tpplicabje,84i Ling code. This product is approved as described herein, and has been designed to comply with the Florictisjii‘il,ding Code jpcZuding the High Velocity Hurricane Zone. • • • • DESCRIPTION: Sectional Garage Door 16'- 2" Wide. • •••• • APPROVAL DOCUMENT: 1)rawing No: 101300, titled "Double Car W8 Hurricane Pan Door'; datlyd 02J15/I5 with last revision on 12/13/06. sheets 1, 2 & 3 of 3, prepared by Clopay Building Products Co, signed and sealed tly S. HariilPob • • bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance nunlbg; *ndexpiratiaa 4late by • • the Miami -Dade County Product Control Division. • • MISSILE IMPACT RATING: Large and Small Missile Impact 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 or MDCPCA ", 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. LIMITATION: This approval requires the manufacturer to do testing of all coils used to fabricate door panels under this Notice of Acceptance. A minimum of 2 specimens shall be cut from each coil and tensile tested according to ASTM E -8 by a Dade County approved laboratory selected and paid by the manufacturer. Every 3 months, four times a year, the manufacturer shall mail to this office: a copy of the tested reports with confirmation that the specimen were selected from coils at the manufacturer production facilities. And a notarized statement from the manufacturer that only coils with yield strength of 37200 psi or more shal I be used to make door panels for Dade County under this Notice of Acceptance 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- 1212.02 and consists of this page, evidence page as well as the approval document mentioned above. The submitted documentation was reviewed by Can _ Font PE. NOA No 06- 0227.04 Expiration Date: March 26, 2011 Approval Date: January 11, 2007 Page 1 .� • • • • • Clopay Building Products Co. NOTICE OF ACCEPTANCE: EVIDENCE PAGE A. DRAWINGS 1 Drawing prepared by Clopay Building Products Co., titled "Double Car W8 Hurricane Pan Door ", Drawing No. 101300, dated 02/15/95, with last revision on 12/1306, sheets 1 through 3 of 3, signed and sealed by S. Hamilton, PE. B. TESTS 1. Test report of uniform static air pressure test per PA 202 of large missile impact test per PA 201 and cyclic wind pressure test per PA 203 on "Clopay 16' -2" x 8' 24 ga • steel garage door Model 94 ", prepared by Hurricane Engineering & T'esting•I,, • report No. ATLNC 1102.01 -05, dated 011/22/05, signed and sealed l?y j7W. Johnson • PE. 2. Test report of uniform static air pressure test Per PA 202of large m stle hnpact test per PA 201 and cyclic wind pressure test per PA 203 on "Clopay 24 ga' • steel garage door Model 94", prepared by Hurricane Engineering a • tgsting, jnc • report No ATLNC 0118.01 -06, dated 03/07/06, signed and sealed by.Q .11e JohnsseM •' PE. . C. CALCULATIONS 1. Calculations prepared by S. Hamilton, PE, pages 1 & 2 signed and sealed by M. W. Westerfield, PE on 05/25/06. D. STATEMENTS. 1. Code compliance letter issued by Scott Hamilton PE, dated 05/19/06, signed and sealed by S. Hamilton PE 2. No financial interest letter issued by Scott Hamilton P, dated 05/19/06, signed and sealed by S. Hamilton PE. E. QUALITY ASSURANCE. 1. Building Code Compliance Office. • 3 Test report of salt spray test per ASTM B1 on "3in by 5 in deep drawn steel paf1sl.'•:. prepared by Twin City Testing Corporation report No. 30160-4- 63365, dated 01/26/05, signed and sealed by J. D. Lee, PE. ' • • • • . • • • 4. Test report of Tensile Test per ASTM E 8, report No. 7KM -1086, prepared by Q.C. • Metallurgical Inc, dated 11/22/05, signed and sealed by F. Grate, PE. E -1 Cand • o F. ont, PE. Senior Product Control Division NOA No 06- 0227.04 Expiration Date: March 26, 2011 Approval Date: January 11, 2007 INSTALLER MODEL RETAIL MODEL DESCRIPTION 94, H94 4RST, H45T 84A, 48 W000GRAIN TEXTURE. RAISED PANEL GALV. INTER. STILES 1 . 98, 4F - W00DGRAIN TEXTURE, FLUSH PANEL GALV. INTER. STILES / CLOPAY MODELS 84A, 94, 98, H94 / IDEAL MODELS 4F, 4RST, H4ST / HOLMES MODEL 4P. / DOOR HEIDHI 6'0" TO 7 7'6" TO 6'9" 9'0" TO 10'6" NUMBER OF SECTIONS' 4 5 6 7 10 9 TO 12'0 - SECTIONS ARE EITHER 18' OR 21" HIGH 2 -3/4' INTER. STILE OUTSIDE HANDLE 4 ONE INTERMEDIATE STILE BETWEEN EACH EMBOSS LOCATION. / ATTACHED W/ PATENTED TOG -L -LOC SYSTEM (TOP & ROT) / AND URETHANE (ALONG CENTER). / I+A lum I�I�rsl�° I�sll IMEEUA��4u^•�4�U^ =� u�� =1, i A4I I xlsl���lo l o�.l AAemommoimmommmmimmmommmi grummilmmimmEi'mmommmix•xmwmw!aymmEr " v r II ■ IIMIi ■ 11 N ll llii ' 4 1W1_ /��yi 1�_f =�1\r�1(_�1 � WM f o ii I �IIMIft�o9�l(i' l I I . LOCATION OF OPTIONAL VENTS. AREA OF VENTS NOT ® TO EXCEED 120 50. INCHES / END / STILE OUTSIDE KEYED LOCK / LOCK BAR LOCK OPTION 4 LOCK / BAR GUIDE ® � $146/8" SHEET METAL /I 7-1 /2' ` A OPTIONAL OUTSIDE KEYED LOCK POSITION 6 - 1/4'x12 CA. CALV. STEEL PLATE. / 'ONE PER C- CHANNEL SEE MEW T. MAX. DOOR WIDTH 16' - 2" INSIDE ELEVATIONS / INTER. STILE LOCK BAR / OUTSIDE KEYED ENGAGES IN HANDLE TRACK ON / EACH SIDE , OF DOOR. / 2 1/4 "x3/4° 5ELF / TAPPING SCREWS 14 GA. END HINGES 18 GA. INTERMEDIATE HINGE / VIEW "8" ✓ yipy,:C; SNAP LATCH ENGAGES / ONTO VERTICAL TRACK. ONE SNAP LATCH ON / / EACH SIDE OF DOOR 3 J END STILE INSIDE HANDLE OUTSIDE KEYED LOCK ✓ SNAP LATCH LOCK OPTION / 3 END STILE k(a/c DESIGN" ENGINEER SCOTT HAMILTON, P.E. FLORIDA UCENSE No. 63286 DESIGN LOADS: +46.6 P.S.F. & -52.0 P.S.F. 1 -PC END STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) / / 16 GA GALVANIZED 1 -PC DOUBLE END STILES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM, (2) AT TOP INSIDE, (2) BOTTOM INSIDE, (4) ALONG OUTSIDE EDGE OF 18' SECTIONS & (6) ALONG OUTSIDE EDGE OF 21' SECTIONS./ A ALTERNATE 2 -PC FNO STILE CONFIGURATION: (SEE ILLUSTRATION BELOW) ✓ / 16 GA GALVANIZED ENO STIES ATTACHED TO DOOR SKIN WITH PATENTED TOG -L -LOC SYSTEM [(2) AT TOP INSIDE, (2) BOTTOM INSIDE, (4) ALONG OUTSIDE EDGE OF 18' / SECTIONS & (6) ALONG OUTSIDE EDGE OF 21' SECTIONS] AND SEPARATE 18 GA GAIN, INNER DOUBLE END STILES ATTACHED ID TOP AND BOTTOM RAIL WITH PATENTED / TOG -L -LOC SYSTEM. / 1 1 -PC END STILE CONFIGURATION (ILLUSTRATED)' ® (2) 12 GA GALV. STEEL TOP ROLLER 16 GA. 1 -PC DOUBLE END STILE / BRACKETS (2 -1/2" x 5 -3/8 "). EACH BRACKET ATTACHED W /(4) $14x5/8" SHEET METAL SCREWS. 61616 •0' ADJUSTABLE SUDE ATTACHED TO TOP / BRACKET WITH (2) 1 /4 BOLTS VIEW "8 "7 AND NUTS PER BRACKET. / A LOCK POSITION (BOTH SIDES). TWO POINT LOCKING REQUIRED. LOCKS HAVE 5/8" MIN. ENGAGEMENT. SEE / LAYOUT OF EACH LOCK OPTION BELOW. / DOORS WITH 2' TRACK USE (2) STACKED / UV BRACKETS (2- 1/2'x5 "x 12 GA.) AS / INNER BOTTOM BRACKET ATTACHED WITH (2) / 1/4'x3/4' SELF TAPPING SCRLWS. / ®ODORS WITH 3' TRACK USE USE (1) 3-19 / ROLLER CARRIER (1- 1/8 "x2 -1/4" It 12 / GA) AS INNER BOTTOM BRACKET ATTACHED ' WITH (2) 1/4 "x3/4" SELF TAPPING SCREWS.' / SHIP LAP JOINTS ' BOLT / LOCK ENGAGES INTO VERTICAL ' TRACK. ONE LOCK ON EACH / SIDE OF DOOR. INSIDE SLIDE BOLT LOCK / •• ••• • • 24 GA (0.0239" MIN. THICK) DDS STEEL (MIN. YIELD SJGTH: ° • • 37.2 651) EXTERIOR SKIN WITH G -40 GALVANIZING, BAKED•ON ' • ©AAA PRIMER AND A BAKED -ON POLYESTER PAINTED 10P•COAT• • • APPLIED TO BOTH SIDES OF STEEL SKIN. (ASTM No. 4653). Building Psadu • Company • • • • • • • ✓ r 2" THICK 2 PACE 1 OF 3 h y Until SWleN rlse • REV 8 9 10 11 12 13 DATE 11/18/05 12/7/2005 12/7/2005 05/19/2006 09/11/2006 12/ "3/2006 12 GA GALV. STEEL TOP ROLLER BRACKET. SEE INSIDE ELEVATION FOR FASTENER DETAILS A / AT THE LOCATIONS NOTED ON / INSIDE ELEVATION. ATTACH THE 6 "x2- 1/4"x12 GA. STEEL PLATE / TO THE UNDERSIDE OF THE THE C- CHANNEL WITH (4) 1/4 "x3/4"• 5EIF TAPPING SCREWS. , / • 6"x2 -1/4 "x12 GA GALV. STEEL PLATE. ONE PER C- CHANNEL SEE VIEW "E ". ✓ • • • • • AI•MAINUM EXTRUSION : •A. WEATHERSTRIP. • • • SECTIONt - A•f511 VRW) / • • • • • • • • • _-•_ • • • l • • • T1LERANCES • • •D LIII' • • • 0000 Depress CLOPAY BUILDING PRODUCTS • • 86i l DUKE BLVD! • • MASON, ORIO 450:0 6.. (5=3) 7's0 - 4904 • • • . • •• •• • • • • • • 14 GA GALV. ROLLER HINGE EACH HINGE FASTENED TO END STILES 6/(4) $144/8" SHEET METAL AND (4) 1/4 "x3/4" SELF •' TAPPING SCREWS. SEE VIEW "8 ". 4.03 ±.015 4.007 ±1/2' 1 DESCRIPTION CORRECTED BRACKET MOUNT DEPICTION; PUSH -NUT FOR 2" ROLLER WAE LDCKNUT; ADDED ROLLER TIRE OPTION; REVISED JAMB ATTACHMENT TABLE; ADDED IDEAL /HOLMES BRANDS. MIN YIELD WAS 36KSI. ADDED BRACKET LOCATIONS. ADDED 1 PIECE DOUBLE END STILE MIN YIELD WAS 37.2KSI; REVISED LOCK NOTE; DWG WAS (2) SHEETS; DESIGN ENGINEER WAS M. WESTERFIELD. UPDATED PER M - D COMMENTS REVISED MIN YIELD PER M -D COMMENTS (WAS 34.6KSI) / ALTFRNATE 2 -PC END STILE CONFIGURATION (III USTRATED) / A I6 GA END STILE / 18 GA INNER DOUBLE END STILE e VIEW "E„ 2 -1/2' —I 5/e" (TYP.) VIEW "0" ' 6" TALL C- CHANNEL 16 GA / GALV. STEEL . / ONE 6" TALL C CHANNEL PER DOOR SEC110N. (SEE VIEW "D") C - CHANNEL ATTACHED AT EACH STILE LOCATION WITH (1) 1/4 "x3/4" SELF TAPPING SCREW. / ✓ / • • ; 1/4" 52DE x 16 GA. GALV. STRAP. (7) PER DOOR SECTION. OPTIONAL: (8) STRAPS ON 2ND . 0C4j) • SECTION (SEE INSIDE ELEVATION). EACH STRAP ATTACHED WITH (3) 1/4 "x3/4" SELF • • • i4PP111G SCREWS (1W0 SCREWS TO DOOR, ONE SCREW TO C- CHANNEL). tee? ^ > " ° % °114u^ • • • • • / r 1..r. .,• ".. ,C..� 7!;?3 • • • • .. ..... • • • •• / 12 GA GALV. STEEL BOTTOM BRACKET (3 -1/2" x 5 -1/2") ATTACHED WITH (2) $144/8" SHEET • • 0.47, 2.'Of METAL SCREWS. / A / . r _. NOTED 0416 2/15/95 DRAVN BY, L11Ntl CHECKED BY, SH PAGE 1 OF 3 MAX SIZE 16 "W x 12'0 "H DESCRIPT1O1a DOUBLE CAR W8 HURRICANE PAN DOOR DRAWING NUMBER 101300 1 VER MD C B CLOPAY MODELS 84A, 94, 98, H94 .1-7 v DATE DESCRIPTION IDEAL MODELS 4F, 4RST, H4ST® ' PAGE 2 OF 3 13 - SEE REVISION HISTORY ON SHEET ONE HOLMES MODEL 4$® TRACK AND JAMB 'C \ FIGURATION TRACK CONFIGURATION: DOORS (JP TO 8'0" HIGH / STANDARD HEIGHT MODEI 5, 4 8 84A, 94, 98, 4RST, 4F / TRACK CONFIGURATION: DOORS 8'3" TO 12'0" HIGH / FXTFNDED HEIGHT MODEL S 1194, H4ST, 98, 4F AS, / A / HORIZONTAL ANGLE ATTACHED WITH (i) 3/6" x 3/4" CARRIAGE TO MG BRACKET / BOLT. A / CENTER HANG REQUIRED DOORS OVER 8' HIGH. FOR / 0 HORIZONTAL TRACK / SUPPORT BY DOOR HORIZONTAL TRACK SUPPORT BY DOOR INSTALLER (TO Spa). AS AN °MON / A + -1/2' % 1-1/2' HORIZONTAL ANGLE. 12. ' SECTION VIEW OF TRACK • AND ! HORIZONTAL ANGLE. TRACK FASTENED TO ANGLE P TATII 1 /a' RIVETS AT 2a' ♦ MAIL 0.C. SPACING. , —.—., ___... ...__ - .._ -__. -..-- 0 4 ~ " HORITAL ANGLE ATTACHED TO FLAG BRACKET 20N Arm (1) 3/8" x 3/4" CARRIAGE BOLT. / NOM DOUBLE TRACK LOW HEADROOM IS AVADABLE B I INSTALLER (TO SUM/ 3 GAIN TAPERED STEEL TRACK AND ANGLE TRACK ' THICKNESS: 0.101 ". ANGLE THICKNESS: 0.080 ". J t] G 0. OALV. STEEL FLAG BRACKET. J J /4" BOLTS & NUT FOR EACH TRACK 14" MAXIMUM SPACING • r a '1 J.HIX820NTA1 TRACK ATTACHED i0 VERTICAL CAL TRACK "* (2) 1 /A" x 3/4' BOLTS AND NUTS. J 78'(7'B'N R B'0'H DOORS GNU') / ~s u g 8 C / p FROM LAST MOUN J SLOT TO TRACK JUNCTION. 2 % 2" J HORIZO A NGLE. ' ADDITIONAL MOUNTING SLOTS . 3' , , ST .- / I� ( ° EE TRACK. / ! SPACED AT 12" CENTERS. DOOR / / [ 8. FllZli•L•� v il • ^12' ON CENTER ! TRACK _l. SECTION VIEW OF TRACK • AND HORIZONTAL ANGLE. TRACK _ WITH 1/4" WETS 24' • MAX. O.C. SPACNG 12 509.08] / 8 8 3 11!1 -0" 12 O 132 132" Z' �I 38' / 111.. 2- 1/2 ",12 C.A. 891 /. STEEL TRACK BRACKETS. I I ' 24' (8 TRACK 8RKT5 PER SIDE FOR DOORS uP TO 7'0' H 9100 " (7 TRACK BRKTS PER SIDE FOR DOORS 7'3" TO 89' HIGH). • II lD If — 3 / ae /H:vT 0 N E. 5 TR ACK BOLT AND NUT AT - 4' EACH MOUNTING SLOT LOCATION. ley I 111-±-I,: . . ., ' 22" ONE 5/18" x 1 -5/8" LAG SCREW SPACED AT THE SAME / DISTANCES AS THE TRACK BOLTS (1.E. 3 -1/2 ", 10 ". 22 ", 34 ", J 10 � 46', ETC.). ADDITIONAL LAC SCREWS LOCATED AT 18 ", 28 ", & ' 40" FROM BOTTOM. ALSO TWO LAG SCREWS LOCATED ABOVE 1 I If 3 - 1/2" VERTICAL/HORIZONTAL TRACK JUNCTION. / JAMB CONFIGURATION: DOORS UP TO 8'0" HIGH ' STANDARD HEIGHT MODELS 48 84A, 94, 98, 4RST, 4F • JAMB CONFIGURATION: 000RS 8'3" TO 12'0' HIGH / M(9.4 I-Z-( OT1k(�10p EXTENDED HEIGHT MODELS H94, H4ST. 98. 4F - i4o 8iar)da J .... TSS . 04 / 1" DOOR OVERLAP (EACH SIDE) ® / A2 MN I STOP MOULDING BY DOOR INSTALLER (TO SUIT). / / 1' DOOR OVERLAP (EACH SIDE) ® J ®2 MIN . 1F 1+d � — ._. ' , O . '+.`n:i Ili / '4i:sv 2x8 SW WOOD JAMB. SEE 'JAMB PREPARATION NOTE' ON s L yy SHEET THREE. r �>�1}/ r ■ 18 G4 GALV. 1 -PC DOUBLE STEEL END STILE (OR ALTERNATE 2 -PC CONFlGURA710N, 1 SEE SHEET ONE)A i � ® 20 GA. GALV. STEEL INTER. STILE. (1) INTER.' STILE BETWEEN EACH EMBOSS (SEE INSIDE • - 1 2 / 248 SYP 9000 JAMB. SEE / 'JAMB PREPARATION NOTE' ON r q etr SHEET THREE • STOP MOULDING 97 DOOR INSTALLER (TO SUIT). n■ 16 GA CALV. 1 -PC DOUBLE STT EN STILE (0R ALTERNATE 2 -PC • .s CONFIGURATION, SEE SHEET ONE 20 GA GAM STEEL INTER. STILE (1) B J 2 - 1/2'x12 GA. GALV. STEEL TRACK -, BRACKETS FASTENED TO WOOD 4 JAMB WITH S/18 "41 -5 /8' LAG ® ELEVATION ON SHEET ONE). DOORS 16'2' WIDE J Mg HAVE (7) INTER. STILES PER SECTION. • � ' — ' GAIN. 18 GA G STEEL CENTER HINGE . , � -"/ ® INTER. STILE BETWEEN EACH EMBOSS • / , I 1 — F — � �_��� (SEE INSIDE ELEVATION ON SHEET ONE). 1 - S /B' x 2 - 3 8' Y IN. x 0.08 TAPERED � ' • DOORS 18•2' WIDE HAVE (7) INTER. • - ANGLE. SE LA4 BOLT MOUNTING AT TRACK E — ® STILES PER SECTION. • ' 18 SCREWS NOT TO EXCEED 14" 0.C. 7/16' I.O. ROUND FASTENED TO INTER. STILES W /(4) EACH MIN. OF (9) LAG SCREWS REOUIREO. • PUSH �F NUT ./ #14s5/8" SHEET METAL SCREWS. - . GAIN. e 2' GA. STEEL TRACK FASTENED 70 12 • 14 06. E S ROLLER HINGES FASTENED TO END STILES W /(4) EACH 1144/8' GA. GALV. STEEL TRACK BRACKETS. TRACK • SHEET METAL SCREWS AND (2) 1/4' SELF TAPPING SCREWS PER END HINGE., ATTACHED TO EACH BRACKET WITH TWO , .' 1/4" DIA. RIVETS. ® a 2" 10 BALL LONG STEM STEEL ROLLER WITH 4 STEEL OR NYLON TIRE. / CONFIGURATION. GA GAL*. STEEL CENTER HINGE ' 7/18" I.D. ROUND I. FASTENED TO INTER. STILES W /(4) EACH • FASTENER. J #14x5 /8" SHEET METAL SCREWS. • 0.101' THICK 3" CALV. STEEL TRACK FASTENED 14 GA GA15. STEEL ROLLER HINGES FASTENED TO END • • • ‘1011AFEFAED ANGLE. SNACK •TTABIIED 1e • STILES W /(4) EACH #14x5/8" SHEET METAL SCREWS • TAPERED ANGL• WITH 018E 104 "!* /8' •BOL *& I AND (2) 1/4" SELF TAPPING SCREWS PER END HINGE • I••AT SAC. M08NTI s S *2T. • • • • • • • • • • • • • • •• • • • 3' DIA. 8-1/2" LONG STEM BALL BEARING STEEL ROLLER '/ • • ••• • A f!" G SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 DESIGN LOADS: +48.8 P.S.F. 8! -52.0 P.S.F. ®�"•�� TOLERANCES .00 = 9A3 U, Maim OI1M ,700 - t.Ots SCALE, NOTED P AGE , 2 OF 3 DESCRIPTION PAP. SUE 16 "2"IN P 12'0 "H 0000 a *407 • DATE, 2/15/95 B u i l d i n t F'�ro dV cts C orn p Q r • v • • • • Y • • P Y BUILDING R CjS • • • 7 8585 DUKE L� • D Rav1NG • • • • ( � 1� 4 804 88600 DT, Mme CHECKED BA SH DOUBLE CAR W8 HURRICANE PAN DOOR B NUNBEIA 101300 vox MD 4 3 • • ••• ••• • • • • • •.• • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •• •• • • • • •.• • • 1 BUILDING TYPE FASTENER TYPE • MAXIMUM ON CENTER DISTANCE F STEEL REQUIRED? C -90 BLOCK (HOLLOW OR GROUTED) 1/4" x 3" (1 -1/4' EMBE0) ITN TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) '' 6 -1/4" , 1' 0.0. • 3,000 P54 MIN. CONCRETE T`4" x 4" 1-3/4" EMBED) ITN TAPCON CONCRETE ANCHOR (2 -1/2" MIN. EDGE DISTANCE) • 18' • 1" OA. • 3 000 PSI 4 MIN. CONCRETE 1/2" x 4" 2 -1 1/ 4" EMBED) I1W RED HEAD TRUBOLT WEDGE ANCHOR 2" MIN. EDGE DISTANCE)' 24" • INFI.UDED' W000 FRAME VP 0. - SG 1 2" w 4' 1 - 8" EM: IF LAG SCR - ATM 4307 GRADE A 2 -1 2" MIN. E00 .STAN W • 14" • 1 0.D. ' 2,.:' ''1 MIN. 0 - R ` 3 8 x 5 1 -3 4 MBEO WEJ -IT SLEEVE ANCH.' -1 2 MIN. . DISTANCE ' 4 18 U. 3. 4 CLOPAY MODELS 84A, 94, 98, H94 IDEAL MODELS 4F, 4RST, H4ST / HOLMES MODEL 48 ® / 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT: NOTES / 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 24 VERTICAL SYP (GRADE 12 OR • BETTER) JAMBS. NO LOAD FROM THE 000R S TRANSFERRED •10 THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO, 8E) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. • 3) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF ,+372.8 LB & -418 LB. PER LINEAR FOOT OF JAMB. s ® 4) A 1/3 STRESS INCREASE FOR WIND LOAD VMS 201 USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FOR STEEL. CONCRETE AND MASONRY. / MA 1/2 MA 4 HORIZONTAL JAMB • FASTENERS / elpgRY Building Products Comport)) • • • 08rr PAGE 3 OF 3 •• ••• • • • • •• • • • • • • • •• ••• •• • • • •• • • REV 13 DATE HMENT AND SUPPORTING STRUCTURE' 2x6 JAMS TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS (NOT TO BE USED FOR ATTACHMENT OF TRAGIC BRACKETS OR ANGLE TO 2,8 VERTICAL JAMBS OR SUPPORTING STRUCTURE) DOES NOf SUPPLY JAMB ATTACHMENT FASTENERS. - FIRST ANCHOR /SCREW STARTING FROM 80T10M AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE SCALE. NOTED TOLERANCES UPN® Stated Manisa O0 - 8.03 .000 _ 8.015 .0000 - 8.007 • CL#'AgY BUILDING RO QC S 81/2 • • • A568 DUKE L i • • • MASON, 0 5 0 • • • • • (51!) 7 : GATE. 2/15/95 DRAWN 4Y. MWW 22262EO 42 SH DESCRIPTION SEE REVISION HISTORY ON SHEET ONE • PAGE. 3 OF MAX 572E 16'2 x 12'0 "H DESCRIPTION DOUBLE CAR W8 HURRICANE PAN DOOR B OKAYING MAMER YETI 101300 M0 4- JAMB ATTAC 3 3 Mu ^" /y7/4 FNGINFFfi SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 CLOPAY DESIGN LOADS: +46.8 P.S.F. & -52.0 P.S.F. • • •••2 ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .• • • • •• •• 000 • • • ••• • • WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE 12 OR 8611614 W000 STUD OF A STRESS GRADE NOT LESS TITAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN • BENDING (F,) FOR DOORS UP TO 8'0 HIGH A140 NOT LESS THAN (4) 2x8 PRESSURE TREATED GRADE 12 OR - BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 P51 NOMINAL EXTREME FIBER STRESS IN BENDING (F,) FOR DOORS 8'3 TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS • AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE BLOCK WALL OR CONCRETE ' 2x6 •000 JAMB SWILL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK • WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH @5 BAR EXTENDING INTO THE • FOOTING AND INTO TIE BEAMS. ALL BARS SWWLL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER • BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY • BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUMPING CODE. J JAMB PREPARATION NOTE • THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD • JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN • ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. • ALL MOUNTING OF TRACK. ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR • HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR • SYSTEM UNLESS OTHERWISE NOTED. • ?I'r.t'•?•1*C 4140111444255 :At Cori \ i44I-.. . a , a• 2708;44 D C B (NU LUAU I DOUR) TT / 7 FASTENER X. O.C. 2x6 VERTICAL JAMB -- N e: 1 © 0 X. O.C. 0 4 CLOPAY MODELS 84A, 94, 98, H94 IDEAL MODELS 4F, 4RST, H4ST / HOLMES MODEL 48 ® / 2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT: NOTES / 1) ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO THE 24 VERTICAL SYP (GRADE 12 OR • BETTER) JAMBS. NO LOAD FROM THE 000R S TRANSFERRED •10 THE HORIZONTAL (TOP) JAMB. 2) ALL JAMB FASTENERS MAY BE (BUT ARE NOT REQUIRED TO, 8E) COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. • 3) EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF ,+372.8 LB & -418 LB. PER LINEAR FOOT OF JAMB. s ® 4) A 1/3 STRESS INCREASE FOR WIND LOAD VMS 201 USED IN THE CALCULATION OF ALLOWABLE LOADS FOR ANCHORS AND FOR STEEL. CONCRETE AND MASONRY. / MA 1/2 MA 4 HORIZONTAL JAMB • FASTENERS / elpgRY Building Products Comport)) • • • 08rr PAGE 3 OF 3 •• ••• • • • • •• • • • • • • • •• ••• •• • • • •• • • REV 13 DATE HMENT AND SUPPORTING STRUCTURE' 2x6 JAMS TO SUPPORTING STRUCTURE MINIMUM FASTENER REQUIREMENTS (NOT TO BE USED FOR ATTACHMENT OF TRAGIC BRACKETS OR ANGLE TO 2,8 VERTICAL JAMBS OR SUPPORTING STRUCTURE) DOES NOf SUPPLY JAMB ATTACHMENT FASTENERS. - FIRST ANCHOR /SCREW STARTING FROM 80T10M AT NO MORE THAN HALF OF MAXIMUM ON CENTER DISTANCE SCALE. NOTED TOLERANCES UPN® Stated Manisa O0 - 8.03 .000 _ 8.015 .0000 - 8.007 • CL#'AgY BUILDING RO QC S 81/2 • • • A568 DUKE L i • • • MASON, 0 5 0 • • • • • (51!) 7 : GATE. 2/15/95 DRAWN 4Y. MWW 22262EO 42 SH DESCRIPTION SEE REVISION HISTORY ON SHEET ONE • PAGE. 3 OF MAX 572E 16'2 x 12'0 "H DESCRIPTION DOUBLE CAR W8 HURRICANE PAN DOOR B OKAYING MAMER YETI 101300 M0 4- JAMB ATTAC 3 3 Mu ^" /y7/4 FNGINFFfi SCOTT HAMILTON, P.E. FLORIDA LICENSE No. 63286 CLOPAY DESIGN LOADS: +46.8 P.S.F. & -52.0 P.S.F. • • •••2 ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• .• • • • •• •• 000 • • • ••• • • WOOD FRAME BUILDINGS STUD WALLS OF DOOR OPENING SHALL BE FRAMED SOUD BY NOT LESS THAN (3) 2x6 PRESSURE TREATED GRADE 12 OR 8611614 W000 STUD OF A STRESS GRADE NOT LESS TITAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN • BENDING (F,) FOR DOORS UP TO 8'0 HIGH A140 NOT LESS THAN (4) 2x8 PRESSURE TREATED GRADE 12 OR - BETTER WOOD STUD OF A STRESS GRADE NOT LESS THAN 1200 P51 NOMINAL EXTREME FIBER STRESS IN BENDING (F,) FOR DOORS 8'3 TO 12'0" HIGH. STUD WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS • AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE BLOCK WALL OR CONCRETE ' 2x6 •000 JAMB SWILL BE ANCHORED TO GROUT REINFORCED BLOCK WALL OR CONCRETE COLUMN. BLOCK • WALL CELLS SHALL BE FILLED WITH CONCRETE AND REINFORCED WITH @5 BAR EXTENDING INTO THE • FOOTING AND INTO TIE BEAMS. ALL BARS SWWLL BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER • BLOCK WALL OR CONCRETE COLUMN. BLOCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY • BUILDING PROFESSIONAL OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUMPING CODE. J JAMB PREPARATION NOTE • THE METHOD OF ATTACHMENT TO THE SUPPORTING STRUCTURE OF THE PRESSURE TREATED 2x6 WOOD • JAMBS SHALL BE APPROVED BY THE PROFESSIONAL OF RECORD FOR THE STRUCTURE AND IN • ACCORDANCE WITH CURRENT BUILDING CODES FOR THE LOADS LISTED ON THIS DRAWING. PREPARATION OF JAMBS BY OTHERS. • ALL MOUNTING OF TRACK. ANGLES, HORIZONTAL TRACK SUPPORTS, AND ALL OTHER DOOR • HARDWARE TO BE INSTALLED PER CLOPAY INSTALLATION INSTRUCTIONS SUPPLIED WITH DOOR • SYSTEM UNLESS OTHERWISE NOTED. • ?I'r.t'•?•1*C 4140111444255 :At Cori \ i44I-.. . a , a• 2708;44 D C B 08/05/2010 THU 9:47 FAX PRODUCER Annette Willis Insurance 4759 N.W. 183rd St. Miami, FL 33055 Phone (305)825 -8131 INSURED Miami Dade Overhead Door INC. INSURER A: LANDMARK AMERICAN COVERAGES THE POLICIES OF INSURANCE LISTED HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING 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 POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L POLICY EFFECTIVE POLICY EXPIRATION INSRD DATE (MM/DDIYY) ❑ 7225 W 3 Ct Hialeah, FL 33014 TYPE OF INSURANCE GENERAL LIABILITY g COMMERCIAL GENERAL LIABILITY ❑❑ CLAIMS MADE 7 OCCUR ❑ 1000 DED BI /PD 11 :] GEN'L AGGREGATE LIMIT APPLIES PER: ❑ POLICY J PROJECT ❑ LOC AUTOMOBILE LIABILITY U Ll GARAGE LIABILITY ❑ ANY AUTO ❑. EXCESS/UMBRELLA LIABILITY ❑ OCCUR ❑ CLAIMS MADE E..] DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR / PARTNER / EXECUTIVE OFFICER / MEMBER EXCLUDED? If yes, describe under SPECIAL PROVISIONS below OTHER CERTIFICATE HOLDER ACORD 25(2001/08) QF ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON OWNED AUTOS CERTIFICATE OF LIABILITY INSURANCE VILLaGE OF MIAMI SHORE 10050 NE 2 AVE MIAMI SHORE FL 33138 Fax (305)625 -3694 INSURERS AFFORDING COVERAGE POLICY NUMBER LBA043730R THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERT FICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLIC ES BELOW. INSURER B: INSURER C: INSURER D: INSURER E: INSURER F: 05/13/10 CANCELLATION DATEIMMIDD/TY) LIMITS 05/13/11 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS garage door repair and service R !r P NTATIVE EACH OCCURRENCE DAMAG TO RENTED PREMISES (Ea occurence) MED EXP (Any one person) PERSONAL & ADV INJURY GENERAL AGGREGATE PRODUCTS - COMP /OP AGG COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE Per accident per AUTO ONLY - EA ACCIDENT OTHER THAN EA ACC AUTO ONLY: AGG EACH OCCURRENCE AGGREGATE WC SIM mas ❑ ER E.L. EACH ACCIDENT E.L. DISEASE - EA EMPLOYEE E.L. DISEASE - POLICY LIMIT 001 /001 DATE (MM/DDNY) 08/05/10 NA1C 8 $1,000,000 $50,000 $5,000 $1,000,000 $1,000,000 $1,000,000 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 •���x °� L IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON R, ITS AGENTS OR REPRESENTATIVES. ACORD CORPORATION 1988