The URL can be used to link to this page

WS-12-1764Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 178836 Permit Number: WS -9 -12 -1764 Scheduled Inspection Date: October 23, 2012 Inspector: Bruhn, Norman Owner: SUNSHINE, EDWARD Job Address: 290 NE 91 Street Miami Shores, FL 33138- Project: <NONE> Contractor: JULIAO GARAGE DOORS Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060190400 Phone: 305 -826 -0250 Building Department Comments REPLACE GARAGE DOOR Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed / vV Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 23, 2012 For Inspections please call: (305)762 -4949 Page 11 of 18 Miami Shores Village Building Department 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 BU DING PERMIT APPLICATION Permit Type: CETI-J.--I L D MG JOB ADDRESS: GI 0 N G C\\ 5 -} FBC 2010 Permit No. Master Permit No. W c %12 flb ROOFING City: Miami Shores County: Miami Dade Zip: 5315 W Folio/Parcel #: 1 \- 3a0(0- 0101- 04100 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): t-clAN CA. (d 3 V Y1 S h ) VLQ Phone#: (30 C Y+ 559 -31 q Z Address: 2 610 N CI 1 City: 1-�l (Mt S rl ®Yes State: f L Zip: 3 313 Tenant/Lessee Name: Phone #: Email: CONTRACTOR: Company Name: JU\1Q0 f uroi f coots Address: C `i N W �y s°1-. *a. `1 'I City: MI ClN1 t LC/:. k�5 State: Qualifier Name: IOW V ,\ G& d State Certification or Registration #: Certificate o Contact Phone#: ) ¶Z (Q - CJ 2,S0 Email Address: J gar Phone#:( )S,S QZ lP " 07Q) p: (( 3,301 k4� / ` r Phone #: -38 a -1-& ` O Competency #: CACI .01.387 rs ho 4vicf r 1 -Caws DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ a 4 5. 00 Square/Linear Footage of Work: Type of Work: Addition Description of Work: ❑Alteration UNew hl off- a( a frepair/Replace d , 11z ODemolition Color thru tile: **** **** * * * * * * * * * * * * * * * * * * * * * * * * * * * *** ms************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ��//�� of Submittal Fee $ �w Permit Fee $ / O CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 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, BOTT.RRS, 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law bror u' will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded no . ' of comme emen m t be posted at the job site for the first inspection which occurs seven (7) days after the building permit i issu In the abse a 'f such posted notice, the inspection will not be • . roved and a .reinspection e: will be charged. Signature tea°— Signature Owner or Ag= s t Con ' or The foregoing instrument was acknowledged before me this / /7_ The foregoin instrume t was ac .. ' - hedged bgr ore me this day ofJ C�Dg'. , 20 12, by Ca 4/4tO J'44t4!fie• day of eo 1Z 20 /2, by V :e Ju /i*1 who is personally known to me or who has produced$ who is personally known to me or who has produced AZ, identification and who did take an oath. P as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: ff r�_� " Print: AJA.fti4 /1. 2. ¢E3/�.A� dej •'LI%1 My Commission Expires: NAB PIEDRA•Pi, NOTARY PUI TATE OF FLORCA res 6180614 Plans Examiner APPROVED BY %,4 Sign: Print: G /1:6 f !� —%V2s I.l4, j My Commission Expires: �J NATHAN PIEDRAMEGRIN {NOTARY PUHUC ORIDA Expires &182O14 Structural Review Clerk (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06/10 /2009)(Revised 3/15/09) t SEP 2 4 2012 BY: kj..35t2-- STRUCTURAL SOLUTIONS, P.A. Project No.: 12 -002 5921 -G West Friendly Avenue Date: 9/17/2012 Greensboro, North Carolina 27410 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -10 Chapter 30 Part 1 for Components & Cladding, based upon the design parameters listed below, using the Load Combinations in Section 2.4.1. Building Address: 290 NE 91 St Miami Shores, FL 33138 Garage Door Width: 8 ft Garage Door Height: 7 ft Basic Wind Speed: 175 mph Exposure: C Mean Roof Height: 15 ft Least Overall Horizontal Dimension of Building: 43.66 ft Distance from left building corner to edge of garage door opening: 50 ft Distance from right building comer to edge of garage door opening: 1.9 ft Roof Slope: any slope Positive Design Pressure Negative Design Pressure = 35.6 psf -40.7 psf Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -10 The Topographic Factor for the building is 1.00. The building and garage door measurements shown above were provided to Structural Solutions, P.A. by others. These calculations do not address the structural adequacy of the jambs or other supporting structure. These calculations merely determine the Design Wind Pressures for the given garage door size and building geometry. Evaluating the structural adequacy of the jambs or other supporting structure is not the responsibility of Structural Solutions, P.A. This document is only to be used in conjunction with Amarr Garage Doors ottt Mt, • ee mo " No 0043 79 1%•:, —• • -1 o S OF li ° e ° °° 0 ee�O••✓� 114greVitTil%° Thomas L. Sheimerdine, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 J:\2012 Projects \12 -002 Amarr 2012 Retrofit Doors\290 NE 91 St Miami Shores_FL_33138 \Garage Door Pressure Calculator 7- 10.xls BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Amarr Garage Doors. 165 Carriage Court Winston Salem, NC 27105 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: Models 950 /6551000 & 2000 Steel Sectional Garage Door (9' wide) APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit, (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets 1through 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Tomas L. Shelmerdine, P.E., bearing the Miami - Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County Product Control Division. MISSILE 11VIPACT 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. 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 32,000 psi or more shall 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 revises NOA # 08- 0718.01 and consists of this page 1 and evidence page E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buldinEcode M IAMIOADE COUNTY APPROVED NOA No 09-0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED, A. DRAWINGS "Submitted under NOA # 08-071801" 1. Drawing No. IRC -9509- 180 -21, titled "Model 950 Heritage, Model 655 Oak Summit (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by Amarr Garage Doors, dated 03/14/03, with revision A dated 06/11/08, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS "Submitted under NOA # 08- 0718.01" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 2) Large Missile Impact Test per FBC, TAS 201 -94 3) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of 9'x 7' Model 950D Heritage with Durasafe, 24 ga. Sectional Steel Garage Door, prepared by American Test Lab, Inc., Test Report No. ATL 0311.01 -03R, dated 06/22/06, signed and sealed by David W. Johnson, P.E. 2. Test report on Tensile Test per ASTM E8, prepared by Metallurgical, Inc., Test Report No. 3DM -297, dated 04/09/03, signed by Robert Kelly. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized coated panels, prepared by ETC Laboratories, Test Report No. 07- 816 - 20337.0, dated 03/24/08, signed by Joseph L. Doldan, P.E. C. CALCULATIONS "Submitted under NOA # 08-0718.01" 1. Wood jamb attachment to structure calculations, prepared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance with FBC 2007, issued by Structural Solutions, P.A., dated 04 /27/09, signed and sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA # 08-0718.01" 2. Statement letter of code conformance and no financial interest, issued by Structural Solutions, P.A., dated 06/30/08, signed and sealed by Thomas L. Shelmerdine, P.E. G. OTHER 1. Notice of Acceptance No. 08 -0718.01, issued to Amarr Garage Doors, approved on 08/28/08 and expiring on 09/04/13. E -1 ;VD? Carlos Carlos M. trera, P.E. Product Control Examiner NOA No 09 -0604.03 Expiration Date: September 4, 2013 Approval Date: July 15, 2009 13 GA. GALV. COPINERCIAL TM' ROLLER BRACKET ATTACHED 10/04) 1/4 B/8 HEX � SCREWS ADJINTANX REELER CARIHER ATTACHED V/ CO 1/4' 2 .1 1 MT PER BRACKET 3 6/8' 2204. R - TRUSS ATTACHED Y/ OH 1/4' x 8/8' HEX HEAD SCREWS EACH CENTER S0LET 2' 8TEM ROLL TYPICAL TOP FIXTURES MSS _ SEE GABLE ID 1:51 PAM 2 FOR I BENDER SECTOR! CN0'RAI1ATDIN 0__0_0__0: U!' II pmiq'r p�II `U11wq 1430. DURASAFE CENTER 10114E ATTACHED V/ (4) V4' x 5/8' HEX HEAD SCREWS 2' TYPICAL DURASAFE CENTER HINGE° N.T.S. 'TOP) 24 0A NN 821E1OR SIGN r/ G-40 GPLVANRATICI AND 8AM ON POLYESTER FINISH STIFFENERS HOLDS) DH TOP SECTION ILY IDLES FUR STRUT ATTACHMENT CIF STRUT IS RIMMED) STILE Looms— ADJUSTABLE SLIDE BRACKET ATTACHED 10/W 1/4-00 x 5/8' TRACK BOLTS AND 14 GA OBMSAFE AJUSTABLE ROLLER CARRIERS ATTACHED TO 3 3/8' 826A R -TRUSS V /(8) 1/4 X 8/8 HEX HEAD 3 8/B' 220A R -TRUSS ATTACHED V/ 04) t/4' x 5/8' 1101 HEAD SCREWS 3 3/4' 111 SIDERMEI TABLE 4 ON PAGE 3 FIR STILE PLAT 9'-0' PDX INSIDE ELEVATION N.EB. 14 QA DURASAFE DID -104 ATTACHED HEX ICAO SCREWS 46A. DISASAFE ROLLER CARRIERS ATTACHED 19 END STILE 10/ (3) 1/4' x 9/8' HEX HEAD SCREWS PER CARRIER TYPICAL STILE STFFFENERO DV STRUT, SO PAGE e 2' 20GA STRUT ATTACHED V (e) 1/4' X 5/8' HEX HEAD SCREWS AT EOM AND CENTER STILES ID HALL STEEL LING STEN ROLLER �5'MSTE ROLLER STEEL SLIDE O DIODES INTO VERTICAL TRACK BOTH SIDES 0//6' 04111 ENGAGEMENT CONFORMING TO SFIE AU L4' BAR ATTACH WAD 1/4' x 3/47EX HEAD SCREWS TYPICAL DURASAFE END HINGE. MSS. (SIIPPLED� 20 GA. GALV. STEEL END DBE ATTACHED WITH Ch 17164. - AUkR) TO DIMS SIN AMID t8) C3) 80 30. CENTER STIES 100-L -LOC AT THE 10P AND ATTACHED VBTH (0) BOTTOM PAD. TOG -L-LOC AT THE TOP AND (1) 7/1' BA BoTTDNRED F� A0 00010NFR 8/16' x 1 5/9' LAG SCREW .1 0400.ART 5/8'H X 22 CA 0) 1/4-00 z 3 /8?RACK SPLICE AND BRACT AND NA PER S/6' R- TRIMS) LOO (V COG88 .qXi CONT. VERTICAL JAMB TRACK MOUNTING 1 ETAILL1(N'"G. 21 ear m N.T.S. TYPICAL BOTTOM BRACKET1 MTS. GA COIDERCIAL TOP 4111E ATTACHED V/ (4) 1/4' x 5/8' HEX READ SCREWS AD.IISTA9.0 SLOE BRACKET ATTACHED V /05) 1/4' z 1/8' BC.T MID NUTS PER SECTIC0 END HINGE 14 GA V/ GA. FLAG V/ <3) 5/16 BRACKET -5/ �.TS AND 10 TRACT( V/ (4) 1/4' -82 x 5/8 TRACT( SPLICE DVS AND NUTS %'TAT.. 1 / ��t SPLINE 744' -2 AT MIS SPLICE LOCATION CCCC� --- 10 80114 (38H8''CA g1 11 ei Et/ 'I TRACE 3N41CS BDL. & NUT Iri I g. Si 3 8/8'11X28 GA (3 5/8' R- TRUSS? GALV. STEEL R -TRUSS ATTACHED V/ (4) 1/4' x 5/8' ME* MEAD SCREWS AT EACH END STD.0 AND 0e) 1/4' x 5/8' HEX )EA SCREWS AT EACH CENTER ST STRUT AT EDITOR PANEL . STEEL RETAINER 801701 BEM. SECTION A -A (SIDE NEWT N T.8. Amu BRACKET 14 PA ATWOOD V /q) 1/4' X 8/8' HEX HEAD SCREWS V1TN A 13 G4 BRACKET SLIDER ®WOOD JAMB ATTACHMENT TO STRUCTURE (1) 6/18' DIA. x 1 -5/8' LAO BPS ATTACHED TO AIM AT EA JAMB BRACKET 12 GA GALV. STEFJ. W 1 1/4 -20 z 8/6' (TABLE 3) ON PAGE 2 FOR AND BRACKET SPACING TRACK (XNFIGURATM)N FOR 6'8" UP TO 14' TAU DOORS I'.1tib1JC *6EVLSED as axxWY3ng (sit3lhe Plaids A cop�lmxx DlD 4 0604,03 ,,.. 9 2 X e WRTTGA1 JAMB ATTACHMENT TO 11130QPRAMF STRUCTURE 5/16' X 3° LAO SCREW STARTING B' FROM DES THEN 24' 0.Q (1 1/2' EMBEDMENT) 2 x e VERTICAL AMR A1TACH ENT 111 2 Mx& PC WADED, He.T1 KBD( 80.T 3/8' X 4 STARTING 6' FROM ENDS THEN 24. 0.0. (2 1/2' EMBEDMENT) IOC ANCICR 3/8' X 2 -3/4' STARTING 8' FROM ENDS THEN 18' 0.0. (1 4/4' /RAYSET REDHEAD (TRH -80.1) 3/6' X 4' STARTING 6' FROM ENOS THEN 24 0.0. (2 1/2* EMEMSONTO 2 x A VFR'BC41. JAMB ATTACHMENT TO 0-80 8.0(9( IN.D SLEEVE ANCHOR 3/HT' X 2 -3/4' STARTING 8° FROM ENDS THEN 18' 0.C. (1 1/4' TAP' 1 /AT 16' 2-3/4* STARTING CE FROM 0.0(1 1/4' MOMENT) ENDS USE PAIRS OF FASTENERS (3* APART) NAGS AND FICLTS CAN BE CEIJNTERSUM( TO PRONDE A FLUSH MOUNTING SURFACE M NNW *PREPARATION OF BY OTHERS EDGE C 5- 3/4' X1/3 INCREASE IN ANCHOR ALLOWABLE LOAD DUE TO SHORT TIME DURATION HAS BEEN HAP Mtnnu Div' MV h PruleaCrated PRODIENNEVISED GOa 5414.4 MHmeFIIWIde Aw(p sualo08 -67 8 it r /h4,R£ t ff OAg OT A9?R�NTD�HE'i MD3.E5 &FRSIQID OB-. 5O MAX 94 DESIGN LOADS +51.1 PSF -60.3 PSF LARGE 11550E IMPACT RED5TANCE IT ND CARRIAGE CART WINS ON -SALEM MG 87105 1WAMAPA014 MODEL 060 ffi01TA0* (24 04) 1000, 2000 ®MODEL 855 OAR WNW (54 OA) 1000, 2000 5HOBT, LANG, FLOSS, AND DEAD PANELS IN GUM ILI OAS 033/11(01 ORM ENO 8 0En20 BT NE hog WINfig IRC -9509- 180-21 1311212 SOLO L SINEW PE t& Xa 0M89BI SHIT 1 OF 3 ® TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP #2 A B C D E F G H T 6' 6". 5112" 16" `111111111111111111111 S 21 ". 13' 6" 21" . 0 1/2" 7' 51/2" 16" Eiji 58" 13''0" °Efijail ® 761/2" 18 IrtAtlillralliii111111 EU '21 "'. 12' 6" 21" 18" 18" 18" :r 1/2" 8' [j 16" 34" 52" 70" N HIM LiEraimina 88 1/2" 8' LIU 16" 21" 58 4 18" 18" 18" 94 ' " 11'.0n : Etil x 18" 18 ": 18 ".. Kul 18 " 221" 56" 10'6" 81/2" 18" 34" 21" 70", 21" 88" 106 1/2" 10' 51/2" 16" 37" 58" 76" 94" 9'8" 21" 112 1/2" 10' 6" 51/2" :16" ":37" 581•. 79" 100" 18 ". 18" 1181/2" 11' 5 1/2" 16" 34" 52" 70" 88" 106" 21" 1241/2" 1' 6" Mal 16" LiiillEA 18 ".18" 76" Usilla51 6 ", 7' 6" 130 1/2" 12' 5 1/2" 18" 37" 58" 79" 100" 118" 3" 136 1/2" may 13' [ 16" Eli 170" 78" .88 ": 106" 12 '.: 142.1/2". 5 1/2" 16" 37" 58" 76" 94" 112" 130" 148 1/2" 13' 6" 5 1/2" ivagigii 58 79" 100" 138" 154 . /2" 14' 5 1/2" 16" 37" 58" 79" 100" 121" 142" 160 1/2" TABLE 3 TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 14''0"EZEGIIMIBEI 1 J K L M N S 21 ". 13' 6" 21" 21" 21" 21" 21" 18" 18" 21" 13''0" °Efijail ® .18 ". 18 7' EU '21 "'. 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" 12'0 "' laillEal 2 ? " HIM LiEraimina 18"I ' 11' 6" 21" 21" 21" 18" 18" 18" 21" 11'.0n : Etil x 18" 18 ": 18 ".. Kul 18 " 221" 56" 10'6" 21" 21" 21" 21" 21" 21" 88" 10'0 ":: 21" 2" 18 ": MEM 58" 8" 9'8" 21" 18" 18" 18" 18" 21" 94" 9' 0" . `.18 "': 18 ". 18" 18 ". 18" 18" 8' 6" 21" 21" 21" 18" 21" 100" 8' :0" . 2 " .18" 18 ".18" 21" 6 ", 7' 6" 18" 18" 18" 18" 18" 7o"'? 13111EGIEDAIMI 10' 3" 14" 27" 6' 6" 21" 18" 18" 21" 78" DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C 0 E F G H 1 J K L M N S 6' 6" ®gairiiii 38" 46" ®® ® 70" 7' 3" 14" 27" 38" 46" 56" 68" 76" 7 6" LiEraimina .46, ". `68" 78" ® ® ®® 82" 8' 3" 14" 27" 38" 46" 56" 68" 78" imi 88" Er 6" 15111111 i 46'r 58" 8" 78" 88" ®11111® 94" 9' 3" 14" 27" 38" 46" 56" 78" 88" �� 100" ;14" ` _ 6 ", M68" 66 78 ' ; ' ' 98° .1;06" 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 112" 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" 11'.6 "::. 151 '14". "_ gni ::": 68 "'; Eii 8'' 100" 11;0" Mi 130'; 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" 1216" Ea tid tr , 78" 86'' 100" EafirM1132" > 142" 13' 3" 14" 27' 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 148" 13'' 6" > giugui 38" mg .56'..68" 78" 88" 100,'.109,' 134" 144" 154" 14' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122" 134" 146" 160" INTERIOR OF GARAGE MAX. WIDTH 9'O" +— DESIGN LOADS +230.0 LBS/FT 222 NOTE 2 ®2 LBS/FT 11111111111 SPECIFICATIONS AND NOTES 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +230.0 LBS/FT & -271.4 LBS/FT 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED AND INSTALLED MATH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED, 0 -40 GALVANIZATION W/ BAKM ON POLYESTER FINISH 5. 000RS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (1) 3 5/8° R -TRUSS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PAGE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. ® 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM 2330 -02, ASCE 7 -05, AND FLA. BUILDING CODE PROTOCALS TAS 201, 202, 203. 9. 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 LAB SELECTED AND PAID BY THE MANUFACTURER. EVERY 3 MONTHS, 4 TIMES A YEAR, THE MANUFACTURER SHALL MAIL TO THIS OFFICE A COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACR.RIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PST OR MORE SHALL. BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE PRODUCT REVISED mgompsyme wait anai3r %Rau Code Axtepteme MA ,„ %.11' 'fti, 3 MAx SU.c d!,1/1.151"' 9' x 14 DESIGN LOADS +51.1 PSF -80.3 PSF 120 DESCIPT01 a R:1888 OAT VC A SINPAUTA1f28)r 108 85 AM /0® I6 -12-01 91 LARGE MISSLE IMPACT RESISTANCE 1S C COURT Vtt6TON-S* W, NC. • RPM ~MARRON MODEL 950 88R*TAGE (24 GA) 1000. 2000 ®MODEL 855 o*8 sumer (24 04 1000, 2000 8HORT, LANG. SWSH. AND DEAD PANELS 111E IRARI80 GU OAT 03(12/S CRAM MINER B 0E02920 ME 013 01/4/0.3 1RC- 9509 - 180-21 BMA INDUS L MEEK PE IE En 030579 MEET 1 CF 3® TABLE 4 Seaton Width (ft) Panel Type Cen er Stye Location (Measured from Left Edge) 1st (in) 2st (in) 3rd (In) 8'4) . Short. 240)2. 48.0(81 11.188 8'0 Long 24.000 48.000 72.000 8' 0 Bead 24.625 48.000 71.375 8' 2 ': Stt«t . 24:316 49.000 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8'.4 Short 24,180 ' 50:000" 76.420: 75.000 8' 4 Long 25.000 50.000 8' 4 Bead 25.625 50.000 74.375 8';6 .: Short 28029 ;. 51.0)0 51.000 75.971= 76.500 8' 6 Long 25.500 8' 6 Bead 26.125 51.000 75.875 8' B Short 264369 .. 52.000 77.341'. 8' 8 Long 26.000 52.000 78.000 8' 8 Bead 26.625 52.000 77.375 8' 10. Short 27.034. 53.000. 78.9 8' 10 Long 26.500 63.000 79.500 8' 10 Bead 27.126 63.000 78.875 S 0 . Short 27.596 54.000 80.404 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.625 54.000 80.375 zmeeampIprg with tto Merida theI cads ter.. �, « 8/ 12V Peseta Coda OICEPEN TOM BALE 8r A 11FRININ DENIM M1E.833&R0= 06-124 20 r MAX SIZE 9 z 14' DESIGN LOADS +81.1 PSF -80.3 PSF LARGE MISSILE IMPACT RESISTANCE 188 Cl651A88 CRRT vus1CN- SRLFII. N.C. 87108 W. NIRARm8 MODEL 080 HBR1TAGE (24 GA) 1000, 2000 1123109EL 856 OAS MEOW (24 08) 1000, 8000 82024, LONG, FLUSH. AND DEAD PANELS RE MI BY C41 DAME 21/12/03 DRAM MR B cHass Br of NE ewes IRC -9509- 180 -21 8802 111306 L MENE E RE Mk 81888 02111 2 OF 3