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WS10-1459BUILDING PERMIT APPLICATION FBC 20 Owner's Name (Fee Simple Titleholder) Owner's Address 3 02. N. 100 Contractor's Address S31 o S w 3 2.. Te.r r 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 Permit Type: BUILDING ROOFING City t-' :..ew s State Ft" Zip 33 1 Tenant/Lessee Name Phone # Email Permit No. Master Permit No. Job Address (where the work is being done) so 2. 'a . t 1 to es $ - r City Miami Shores Village County Miami -Dade Zip FOLIO / PARCEL # r a"vzi Phone # so$ 'I tl • 1173 Is Building Historically Designated YES NO Flood Zone .Contractor's Company Name c421 a Doer S.i 1 ' KC Phone # 3oS Z29 - tic 07 City State F Zip 33 1 SS Qualifier Name Svv 4 A. A • 1 ..moo. ! Phone # 3 oS Zt 9 �44o1 State Certificate or Registration No. Certificate of Competency No. =Ai, 03.0. SpC )o Contact Phone 305" 2.29 -*co, E -mail Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ Ibts S .pro Square / Linear Footage Of Work: t.0.2. Type of Work: ❑Addition Alteration :New Q ..: Repair/Replace ' ❑ Demolition Describe Work: 2eQlv.e c 0 l ti nr4Se� 01 oft r tk4;44,. r eo Inge ric.nae coal►G rqi A 1ODr . J * * * ** ** * * * * * * * * * * * * * * * * * * * * * * * * * **** ** F * * * * * *** * *** * * *** * * * * * * * * * * * * ** Submittal Fee $ � D 0 Permit Fee $ /10 ad CCF $ CO /CC $ Notary $ Training/Education Fee $ Technology Fee $ ,Scanning $ Radon $ DPBR $ Bond $ Double Fee $ Violation date: ( 0 4 1 Structural Review. $ Total Fee Now Due $ Le) See Reverse side - Bonding Company's Name (if applicable) Bonding Company's Address City S1 Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City 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 com ust be-posted at the job site for the first inspection which _occurs seven (7) days after the building permit is iss -. In the absence such posted notice, tl inspection will not be approved and a reinspection fee will be charged. Owner or At The forego irig instrument was acknowledged before me this 1 day °P.-1U, _ , 2010 , by who is persona As identification and who did take an oath. NOTARY PUBLIC: _20 - ©1 S3- 2 Sign: , Print: My Commission E APPROVED BY y known to me or w (Revised 07 /10 /07)(Revised 06/10/2009) 3 -- O E- RANCI5 A REBELLO . .*1 M Y COMMISSION # DD798265 EXPIRES June 16, 2012 40( 7) 398 -0153 Floridallotery8ervIce.com Zip --0 Plans Examiner Engineer Contractor The foregoing instrument was acknowledged before me this 1. day of CcP t , 201 , by who is-personally knowno me or who has produced as identification and who did take an oath. NOTARY PUBLIC: FRANCIS A REBELLO Y COMMISSION # DD798265 EXPIRES June 16, 2012 (407) 398 -0153 FlorldallotaryServlce.com It 11 I. I ,., ' . • • ***********k 9r9rscs' e4e9e9e? e*4r9e9eda3e3e9e3c3r **9r9t*de9e9 ***k 4e******** *9c*dz**** 9e9h*ztiBc9nY*9r*9e3rBc4e**** Rr9c** 3e3e**4r9e*9e3e3e9e*9e**eY*9rde3r9ede**** Zoning Clerk checked Inspection Number: INSP- 150070 Scheduled Inspection Date: August 31, 2010 Inspector: Bruhn, Norman Owner: HYNES, ANTHONY Job Address: 302 NE 100 Street Project: Miami Shores, FL <NONE> Contractor: ACTSYS DOOR SYSTEMS INC. Building Department Comments August 30, 2010 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 For Inspections please call: (305)762 -4949 Permit Number: WS -8 -10 -1459 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060135470 Phone: 305- 229 -4007 REPLACE OLD GARAGE DOOR WITH NEW HURRICANE CODE APPROVED Passe U J Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ec- Page 11 of 18 er Engineering Dept Attn: Windload Door Req �'N, parr Garage Doors 165 Carriage Court Winston- Salem, NC 2710 .••• 4) • • •••• • • • DA I Miami Shores APPROVED ZONIING DEPT BLDG DEPT Wind Load Door Measurement Sheet Please send Completed information for each door via e-mail (preferred) fax, or post to: E -mail: engineeringdeptamarr.com Please place "Wind Load Door Measurement" in the subject line. fax: (336) 251 -1908 or (336) 2514901 Required Dimensions`.,, 1) 2) 3) Door Openings (Width x Height) Mean Roof Height. Also known as average roof height. This is found by taking the distance of roof peak from the ground plus the distance of the save from ground and dividing the sum by 2. Example: 10' from ground to eave and 20' from ground to roof peak has a mean roof height of 15' (20' +10')/2 =15'. Measurement from door opening to the nearest corner of the building. B ) Building footprint (length and depth of fb building) AIM Lump Phgtographs: \?4 • • ) Pi re of building taken from the curb (or front of house). Pieta howing door opening and the nearest corner of the building. hi , i rmation: 1 " ,i Boi g Owner: 1 r V44 11 e 5 � „�.. aresrs�:le, N.E. two �-r. t5S4' pkteA) C'ii s K: 'k«a SCZ;Li s State: Florida • Zip Code: . Vounty: XDade (146 mph Exposure C) ❑ Broward (140 mph Exposure C) Dimension #1) Door Opening: Width $ x Height 1 (Example 15' -6 ") Dimension #2) Mean Roof Height: tet, V } 't .3 - t3.1 .r 2 ' i t.9 r Dimension #3) Distance from door opening to nearest corner of building: 3 ' 2. Dimension #4) Building footprint sketch with dimensions. Provide in space below or on separate sheet a0e 145 ,7-4 • 7'6 SUBJECT 10 CCMPIJANCE WITH ALL FEDERAL STATE AND CF LN IY RULES AND y 3 3 OS' ;- _ L C ?- '3,1A4 5c,06,44/ GARAC,( DOORS /%9//ta 6 BHG 9 -07 • • ••• • • • ••• •• •• • • • • • •• •• • • • • • • • • • • • • • • • ••• • • • • 1 • • n os • • • • • • • • ••! •• • • STRUCTURAL SOLUTIONS, P.A. Project No.: 10 - 002 5921 -G West Friendly Avenue Date: 8/3/2010 Greensboro, North Carolina 27410 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance with ASCE 7 -05, Section 6.5.12.4.1 for Components & Cladding, based upon the design parameters listed below. •••• • • • • •• • • •• • • • Building Address: 302 NE 100 St. Miami Shores, FL Garage Door Width: 8.5 ft Garage Door Height: 7 ft Basic Wind Speed: 146 mph Exposure: C Mean Roof Height: 12 ft Least Overall Horizontal Dimension of Building: 47.5 ft Distance from building comer to edge of garage door opening: 3.2 ft Roof Slope: any slope • • • Positive Design Pressure = 41.1 psf • Negative Design Pressure = -46.2 psf ff lOP • • • 4 tAss �loils: e bai djny f � iidered "Enclosed" as defined in ASCE 7 -05 a cter and Topographic Factor for the building are both 1.00. • • age door measurements shown above were provided to Structural Solutions, P.A. by • • � • T� secaI ulations do not address the structural adequacy of the jambs or other supporting e. These' caldulations merely determine the Design Wind Pressures for the given garage door size and•IIuirding geometry. The Building Official has final authority to determine the suitability of the actual conditions where the garage door is located. This document is only to be used in conjuction with Amarr Garage Doors O � ow AA 8B9BA ® ®m aS i4®® ® m ® $ ° No 048579 o ,! B � � -p�/� g Z Jpp / / / /pp �� o StlA1 F O V, m 84 06 alttOt Thomas L. Sh elmerdine, PE STRUCTURAL SOLUTIONS, P.A Florida PE# 48579 J:\2010 Projects \10-002 Amarr 2010 Retrofit Doors\302 NE 100 St._Miami Shores FL \Garage Door Pressure Calculator.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 950/655 1000 & 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 lthrough 3 of 3, prepared by Amarr Garage Doors, dite 03/14/03, with revision A dated 06/11/08, signed and sealed by Tomas L. Shehnerdine, P.E., bearing the Miami - ▪ f •a if pounty Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami - Dade County ir Division. ¶i 1 S:LE IIVIPACt RATING: Large and Small Missile Impact Resistant LABELING: Ent it shall bear a permanent label with the manufacturer's name or logo, city, state and following .sattnent: "Mimi -hide County Product Control Approved ", unless otherwise noted herein. .EN WAL cfaith0A shall be considered after a renewal application has been filed and there has been no change in the applicable Wittig code negatively affecting the performance of this product. NATX21N . fthis NOA will occur after the expiration date or if there has been a revision or change in the • m %terials, use,And/ .r manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sigehadvertisi .a2 y other purposes shall automatically terminate this NOA. Failure to comply with any section•of 't)?it lrA shall be cause for termination and removal of NOA. J, TATIRrT: Tits approval requires the manufacturer to do testing of all coils used to fabricate door panels under 'ti iSJJdtice 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 and renews NOA # 03- 0502.01 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 APPROVED MIAMI -DADE COUNTY, FLORIDA ME RO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.aov/buldinacode NOA No 08- 0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 Page 1 • • Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 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 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••• 4TIONS • • 1. • Wobd jamb attachment to structure calculations, complying with FBC -2004, prepared • . • • . • by structural Solutions, P.A., dated 06/25/08, signed and sealed by Thomas L. • • • •. • .S1,eamerdine, P.E. •. . • • • • A....: QU4k/IPX ASSURANCE • • • 1. • li►I4ami Dade Building Code Compliance Office (BCCO) • • T 1„ • • • MATEWAL CERTIFICATIONS .... 1. • . 'lobe. • • .... F. STATEMENTS 1. 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. 03- 0502.01, issued to Amarr Garage Doors, approved on 09/04/03 and expiring on 09/04/08. E -1 arlos M. Utrera, P.E. Product Control Examiner NOA No 08- 0718.01 Expiration Date: September 4, 2013 Approval Date: August 28, 2008 • • •• •• • • • • • • • • • ••• • • • • • • • • ••• • • • • •• • • •• •• • • • • • • • • • • •• • • • • •• STILE L1rAimN 13 M. GLV. COMMERCIAL TOP REELER BRACIET ATTACED 8/M) 114114'' o 5/8' 158 PER BRACKET TYPICAL TIP FIXTURES N.T.S. SEE NAME D ON PAGE 2 FOR RECOMMENDED SECTION G18FIGURATIOK ADJUSTABLE TIME BRACKET ATTAINED V /M 2/4-50 x 5/6' TRACK BOLTS AND 14 GA DIRASAFE A LISTABLE MUM CARRIERS ATTAM D TO 3 5/8' PECA R- TI61SS 9 /00 1/4 X 5/8 1158 HEAD 3 5/8' 25GA ATTAC V ED T / (4 (4)) V4 88*5 S WS TABLE 4 CH PALE 3 FUR STILE PLACEMENT 8'-0' NAX INSIDE ELEVATION N.T.S. 14 EA !CRAW! END HINGE ATTACHED / HEX H 4. 5/10 N.T.S. DURASAFE END HINGE C) wFUA:'A(. ADJUSTABLE I621ER CARRIER ATTACHED 9/ 1/4' x 1/0' MILT L NUT PER BRACKET 3 5/6' BMRA, R -TRUSS ATTACHED V/ fa) 1/4' x air fa HEAD SCREW T r 10 BALL SKEET. 5' STEN MILER 466. DURASAFE ROLLER CAS ATTACHED TO END STILE V/ (3) V4' x 6/8' HEX HEAD SCREWS PER CARRIER r ID BALL STEEL r O BALL STEEL 8' LING STEN ROLLER Y SIEN ROLLER SLIDE LOO( ENGAGES DEMM VERTOCA7. TRACK 114 BOTH SIDES 6/8' NMI ENGAGEMENT CONFORM= 1U SFBC 3603 -8. (SNAP LATCH, OR LOCI BM O'TE L) ATTACH V /OD 1/4' x 3/4158 HEM SCREWS 20 FA GNJI. STEEL END STILE ATTACED WITH (7) TOG-1. TO /OCRS SKIER MID (ILL TOO- I.-1.0C AT THE T AND T) RA¢ 7/18' BUTTON T REIMER 3 3/4' )O4. SLEEKEN BY INSTALLER) CO 20 GA CENTER STD.ES ATTACHES WITH (8) DE-I.-LW AT DE TO' AND BUM RAG. AND AOESIVE TO DM= FACE 61rHX e2 GA. O) V4-20 x 8/8'TRAC( .) S MT PER GL0. 81EE11. MAC( 5/8' R -1111 1 010 1OQR4E80 .0641 CCMT. 58101*. JAMB TRACK MOUNTING DFTAIL "'(040 2 OR BET100 N.T.S. • TYPICAL DURASAFE CENTCt N.T.S. • •• 5E (TABLE U 114 P668 8 FOR STRUT SPAC041 2' 2804, STRUT ATTACHED V (2) 1/4' X 8/8' screws AT�ETI A CENTER STILES 6/26' x 1 6/12 LM CI) PER .WO STACKET 1 58lT *AE® • • V/ E)•/4' x 6/21, • • • • 4 1,2 w4D Wi • r 11102 -84. •.— • • • • • • Ic•1 • • • • • • ••• • ••• 24 OA. HOt80112 02 SON 2/ 0-40 GLVANZAMS NO ON PC.YE3TEB FRESH • • • •• ••• • • •• • • • •• • • •• • • • • • • •w• • • ••• •• STILE STEFFk31885 K3) — LOCATES N HINGE HO.812) MI TIP SECTION MILT 0 \ _ FILES FM ATTACHMENT OF STRUT IS WORM TYPICAL STILE STIFFENER O TYPICAL BOTTOM BRACKET N.T.S. PER SECT t SECTION A -A (SIDE NFU) N.TS BO7T04 BRACKET 14 G ATTACHED W /13) 1/4' X 8/8' HEX HEAT SCREWS WITH A ,13 M. BRACKET SLIDER GA CONERMAL T PP/221111E ATTACHED V/ (4) V4' K 6/8' HEX HEAD SCREWS WIC TABLE SLIDE 8 BRACKET ATTMHED END FORCE 14 OA 35/814XST GA 05/8' R- 112I15S) OALV. STEEL R -TRUSS ATTACHED V/ (4) 1/4' x 3/8' MX HEAD SCREWS AT EACH EMU! STILE AND OR V4' x 6/8' HEX HHEAD AT EACH CENTER STIL STRUT AT BORON PANG. V/ BDT1E1 DETAINER ®WOOD JAMB ATTACHMENT TO STRUCTURE 2 X 8 WFRI1CAL AMR ATTACHMENT IR 111X10 MAIM' RIRUCIIRPF 3/18'X3' LAO SCREW STARTING 8' FROM ENDS THEN 24' 0.C. (1 1/2' EMMERT) 2 2 8 VERTICAL .6•18 ATTACHMENT 111 2000 PS DOICRKAF 14.11 MC( BOLT 3/8' X 4' STARTING 8' FROM ENDS THEN 24' 0.C. (2 1/2' EMBEDMENT) H ILE AMMO 3/8' X 2 -3/4' STARTING 8' FROM FINS MEN 18' 0.8. (1 1/4' (1RU -E0.1) 3/8' X 4' STARTING 4' FROM ENDS THEN 24' 0.Q (2 1/2' 1003010011) 2 X B warm /AMR ATTACHIFIIT 70 C -20 NAG( FOLD ANCHOR 3/8' X 2-3/4' STARTING 8' MOM ENDS THEN 18' 0.0 (1 1/4' IMITEDIMMO FASTENERS ( 1/4' X 2-3/4' STARTING 6' FROM EROS. USE PARS OF ART) AT 18' 0.0.(1 1/4' EMBEDMENT) *LAGS AND BGL72 CAN BE CO84TER91U48 10 PROWL A FW91 MOUNT= SURFACE *PREPARATION OF 8000 JAMBS BY NOM= ANCHOR EDGE DISTANCE 2 4 CRC 1/3 EA'E IN ANI2RXR ALLOWARE TOAD OUE TO SHORT 705 DURATION HAS BEEN ';A ' . I I SPLICE TRAM AT MS LOCAl258 w/ (4) 1/4 -20 TRACK SPLICE BOLTS Q NOS 11 ID JAMB VIM (3) 6/16' DIA. x 1-8/8' 111) BOL ii 1' 1 !( 'I v I 1 111/ I SEE (TABLE 3) ON PATE a JAMIE BRACKET SPACOG PMBOERICERRVIBED TRACK CONFIC JRAII4N FOR 6'6' UP TO 14' TALL DOORS al a Iu1I9I 12151525165dM Aemace• A2o08 EV OEMS (0 MBES 87 A NURSE TOEEG I42 03- 12--0SE MAX ME 9 x 14' DESIGN LOADS +51.1 P8F -60.3 PSF LARGE RESISTANCE W/ CD 5/18 LAG TO � 18 TRACK V/ (4) l/4'-80 x 6/8 TRACK MICE CLTS AND NUTS 1) 8/18' DIAA. x 1 -8/6P 1.14 BOLT ATTACHED TO JANE AT EA. JAMB BRAMET 12 0A CAUL SUE. JAMB GRACKETS ATTACREO 0) x 6/6' TRAL2( SPUt£ aLT • NUT B68®E NEEL SEMINEPE IC la 08878 SW 1 IF 3 0 166 CARRIAGE MIRE VRS1158 TALAR. NG areas WWWAILMI 581 4100E. 960 HERITAGE (24 0,1) 1000, 2000 99410081. 606 SAE SUMMIT ((24 (7A) 1000. 2000 SHORT, 10110, n088, AND READ PANELS 9E 074E DT DJ DAN 0/12/03 54E8 2AFB B meow AE DOE E(I410L RC- 9509 - 180-21 DOOR H E I G H T TRACK ATTACHMENT SPLICE A B C D E F G H I J K L MN lEiNFAIRIICIIIM61,61 S 6' "' 3" 14" : 27" :38" +r or :. 64" 18" al 8' 51/2" 16" 34" izzimilifficala 70n 7' 3" 14" 27" 38" 46" 56" 68" 9' 5 1/2" 13" 31° 49" 67" 85" 76" 7' 6"- ;8" :1.4" `.27"`f . 38" 21" 11', . " pr. 78" • • 18" 1tt61 10' 5 1/2" 16" 82" 8'' 76" 14" _ -112 46" 55 68" >. 16" .2yy1" 21s 18 " 1 5 1.1 11' 5 1/2" 88" 8'- 6 " } 3 � " 3• ".. 1411: n 2 ! 7"" L X 3 # 8" 38" . "'1Ek'" 56 " :. ;.68 H .. ,' �788t" - 781 .Olin' Etilta 8' 6" Einal 21" ea 9 4 " ... 100" 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 1381/2" 126" iI 18" 7'; on 9' 6" 3" :14 pr. 6' 6" 13' 5 1/2" 16° 88" • 98': ,: 94° 112" 130" 148 1/2" 10' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 5 1/2" 16" 37' 58" 112" 10::0 " 3" 14" ; 77-' " 66 " , a 78" , ". •1 11 "F, 118 ' 11' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 124" 11' 6" 3" 1 4' 27'' , " ,6'". ". - 1!,:-,,i 78 88 " 1 66 " _1 11 " *07. " 12' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 110" 122" 136" 126" 3". 14" 27 : 4 ' ``' 88 78 ! " 1( 3"' 06 " -441. 1.32" v ._ .: 142" 148" 13' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100" 114" 122 134" 13' 6" 3" 14" ; 37"' 38" 4 ' 56" 68";. :78 " 88 ".. 197;1 09 " 1 2 2 " 34" 1 144" :: 154" 14' 3" 14" 27" 38" 46" 56" 68" 7 8" 88" 100" 114" 122" 134" 146" 160" DOOR HEIGHT STRUT SPACING (BASED RECOMMFENCIED SECTION CONFIGURA118f • •• • • weir T #2 A B C D E F G H 6" `'1a1lEilial'11911P11 T 51/2" 16" 37' lEiNFAIRIICIIIM61,61 ' ICII 13' 6" 1_ 70 /2" 21" :82 1/7 769 : Elai11ia 18" al 8' 51/2" 16" 34" izzimilifficala 18° 18 ":: 21° 8881 a 2 2 Ir 18" 9' 5 1/2" 13" 31° 49" 67" 85" Bake 100 1/2" 18" EXEJETAUfLaEllEAREINIEN 18" 21" 11', . " 21" 8" <1. 18" 1tt61 10' 5 1/2" 16" 37" 58° 76" 94° _ -112 1/2" 10 . FEU >. 16" .2yy1" 21s 18 " 1 5 1.1 11' 5 1/2" 16" 34" 52° 70" 88" 106" - 124 1/2" 11'6° Cra 18 : Etilta 8' 6" Einal 21" ea MEM 1301/2° 12' 5 1/2" 18" 37" 58" 79" 100" 118" - 1381/2" 126" iI 18" 7'; on 21" -21". 'ILA 6' 6" 13' 5 1/2" 16° Eid 58 76° 94° 112" 130" 148 1/2" 13' 8' ' '51'/2"' 18": 58" r :.79" 100• 118" > 136° ;1541 14' 5 1/2" 16" 37' 58" 79" 100" 121" 142" 160 1/2" DOOR HEi4•T • : SEGTTON HEIGHTS Ben #2 •#3' • #4 #5 #6 #7 #8 14''11". 21" 21" :21"' 21" '21" .21 ".:21" 21 ° . 13' 6" 21" 21" 21" 21" 21" 18" 18" 21" °F 18 "' 18° 18 ":: 21° REPLjyallEa • 1!`1'';. EiltaillIKABRIBilliall 18" 18" 18" 18" 21" .21° 11' 6" Bake 18" 18" 18" 21" 11', . " 21" 8" <1. 18" 1$" 1 ! ' 21" 10' 6 21" 21" 21" 21" 21° 114!4" `. 21�' 21. .2yy1" 21s 18 " 13" ', in 9'6" 21° 18" 18" 18" 18" 21" 9 1.8" . 1 . 8" 18" 18" .18 " 8' 6" 21" 21" 21" 18" 21" 8'O' 21" 18" . " 18 ",. , 21° T 6" 18" 18" 18" 18" 18" 7'; on 21" -21". 21" 6' 6" 21" 18" 18" 21" • • ••• • :• ; • • •• •j s • ••• • • . • •.• •• • . • • ••• • • ••. • • • • • • • • • • . • . ••. • • • • • • • .•. • ••• • • ;•• • • • • • . ••• • • • • ••• R TABLE 1 TABLE 3 • • • • • • • • • • •• • • ••• • • • • ,' • ftiTABle2 •• ; • • :•. • • • • • • • • • • • •• • • INTERIOR OF GARAGE -4- MAX. VAD1H 9'O' DESIGN LOADS +230.0 LBS/FT sEE NOTE 2 ® -271.4 LBS/FT SPEOFICATIONS AND NOTES 1. ALL THE LOAD FROA 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 WITH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKIN ROLLED FORMED, 0-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UPTO 70' HIGH CONSIST OF (4) SECTIONS AS SHOYM. 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 FAND LOADS INDICATED ON TH15 DRAWING IN ADDITION TO OTHER LOADINGS. 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE VAIN THE PROCEDURES DESCRIBED IN ASTN E330 -02, ASCE 7 -05, AND FLA. BUILDING CO>E PROTOCALS TAS 201, 202, 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO 00 TESTING OF ALL COLS 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 FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COLS WITH YIELD STRENGTH OF 32,000 PSI OR MORE SHALL DE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. @Y TOMBS IF MKS IWff BY A NM= T010H ICMTa68a1G1® 01424 S MAX SZE 9 x DESIGN LOADS +51.1 P5F -80.3 PSF LARGE MISSLE IMPACT RESISTANCE 166 CAMAGE COURT Vnam+ - SRLd, 9c■ 8nas vwAM�l MODBN, TRIO mamas (24 01) 11100, 2090 ®MODRL 855 OM[ SUJORL (24 0A) 1600, 8000 MOBS, }TONG, 21.822, ABID BRAD PANIKS 111E 01.011119 CU 1NNE 61/12JR3 911P22.1031 8 DI117ED BY ATE ONE 91p493 IRC -9509-180 -21 0®EFE BMIS L 91081012 PE LG Na OBIESIBI SET 2 CF 3 ® Section Width 00 Panel Type e qpntw S le Location Ed�} • 1 � • eaa4ned qrl : ). : : VI} : 5'0:;:. Short. 24 40D0' :91.49311• 8' 0 Long 24.000 48.000 72.000 8' 0 Bead 24.825 48.000 71.375 8. 2: : 5Anit<: 24.310 : 49:000 - -, . 73,884* : 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 8' 4 ;, -.. $hod 24.580. ° SOi000 : 75+420 = 75.000 8' 4 Long 25.000 50.000 8'4 Bead 25.825 50.000 74.375 V6 ,!: Shortt <t' 28.029 ` =41:000 ' ' _ ' 75.971 78.500 8'8 Long 25.600 51.000 8' 8 Bead 28.125 51.000 75.875 77441 8` 8 ':, Short:' _ 28.859': 52.000 8'8 Long 28.000 52.000 78.000 8' 8 Bead 28.825 52.000 77.375 8' 10 :6hatt- 27.034 53.000 78.988 8'10 Long 28.500 53.000 79.500 8' 10 Bead 27.125 53.000 78.875 9':0 : Short 27.508. 54.000. 80:404 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.825 54.000 80.375 • •• • • • •.• • • • • • • •. • • • • • .•• • • • • • • • • • • ••• • • • .: t•• • •.. • • • ... it .. • • • • • •• • ••••. • • . • • • • • •• • • ••• • • • • L.. • . • • .. • . • • • • • • TABLE 4 ••• • • • • • • • • • • • • • • • • • • • ••$• • • • •• ••• •• • • • • • • • • • S• • • • • • ••• •• • PROIRIORREMSED emd�ir rhibi l7ed# Byin6• an MUM OF MOOD 020 1n A !NP@1FOi 10 =ia'.18E81CS 03-12 -011 Sp 1/AX sZE r 9 x 14' DESIGN LOADS +51.1 PSF -80.3 PSF LARGE IOSS E IMPACT RESISTANCE PmAetU•py 163 GRIME COAT V0eT5 -5N.0. M 27165 VWAIWL.1 YODEL 950 MIRITA2 (24 OA) 1000. 2000 63210DEL 655 OM SUX (24 OA) 1000. 2000 SHORT. IONO. PI318H. AND READ P1342123 S3 NMI SY W 92 036266 OWN MR B anent OE Da ovt os IRC- 9509 - 180-21 21228 2204 L2112611E2E1212.030372 SBT 3 0' 3 • • • •• •• • • ti • • ..• :•: •:•: • :. • '• ▪ • • • o • fob