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WS-11-888Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 160408 Permit Number: WS -5 -11 -888 Scheduled Inspection Date: June 09, 2011 Inspector: Bruhn, Norman Owner: HUGHES, DONNA Job Address: 10414 N MIAMI Avenue Miami Shores, FL 33138- Project: <NONE> Contractor: ACTSYS DOOR SYSTEMS INC. Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number (305)793 -1093 Parcel Number 1121360131150 Phone: 305 - 229 -4007 Building Department Comments 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- 160330. Garage door does not fit in the opening. Opening must be altered with masonry or concrete. C6- June 08, 2011 For Inspections please call: (305)762 -4949 Page 8 of 17 • 1 . iami 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 FBC 20 et BUILDING Permit No. Master Permit No. S 11 --icg8 Permit T ; ROOFING Owner's Name ee Simple Titleholder) H �r ce /0 or ®� ®I,� S Lt Phone # 3°S- �(� 43 Owner's Address 1 O + 14. P. 1 -4; a ; /id City ce'5 State Tenant/Lessee Name Email Zip 33150 Job Address (where the work is being done) City Miami Shores Villa e Phone # 1O'111 co-( t' ��e~ County Miami -Dade Zip 33 % FOLIO / PARCEL # 11 0 Z- ( 3 C — 0 I 3 ° j (s' 0 Is Building Historically Designated YES NO X Flood Zone contractor's Company Name Arks I $ boor ST1, '4-k i "c_ Phone # - 4 ©C 7 Contractor's Address B °5.1 c-La —mac -- City Qom. z. ay. , State 'F L, Zip 31A 1 Qualifier Name 4S-4%-...° 6► t,? ws T ®& " - Phone # ',S c5 2,2.0" d 1/4(007 State Certificate or Registration No. Certificate of Competency No. Q a_6 Q0-7 E -mail LA) (,)L . oOe-}s4s 5aralec °or, COM. Contact Phone 305 S- (S t 1 Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ° 71 'NC .00 Square / Linear Footage Work: S(o Type of Work: ['Addition ❑Alteration IDNew Repair/Replace ❑ Demolition Describe Work: \ '2`c.� Sa-v-c -e 1:714'4.- i„.1 a\I e',. ira te \f‘1/4.1r-e��044.c ice 9 o reSe d ,r ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *, Fees * * * * * * * * * * * * * * * * * * ** * * * * * * * * * * * * ** * * * * * * * ** Submittal Fee $ Permit Fee $ AikNotary $ Training/Education Fee lIpcanning $ Radon $ DPBR $ Double Fee $ Violation date: Structural Review. $ Total Fee Now Due $ CCF $ CO /CC $ Technology Fee $ Bond $ See Reverse side -* 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 ipfor the first inspection which occurs seven (7) days after the building permit is issue 1,2/ t e absence : such posted notice, t inspection will not be approved and flreinspection fee will be charged. iv ' 'il Signature Owner or Agent The foregoing instrument was acknowledged before me this S The foregoing instrument was acknowledged before me this day of F1 , 20 1 , by MA/1 Zc k,i day of ; lL1_.. , 20 IA, by who ispers lb' known to me or who has produced who icpersonally known to m) or who has produced As identification and who did take an oath. NOTARY PUBLIC: Signature Contractor Sign: Print: 5741/0 g2. OTARY PUBLIC-STATE or rLOxwA My Commission Expires: , fif Gustavo Gomez •' I Commission # EE018480 Expires: AUG. 18, 2014 BONDED MU ATLANTIC BOND LNG Ca, INC. ************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPROVED BY as identification and who did take an oath. NOTARY PUBLIC: Sign. Print: My Commis FRANCIS A REBELLO FGIY COMMISSION # DD798265 �1t� EXPIRES June 16, 2012 5YB•O1b3 FtorldallotaryServks.com ********************* * * * * * * * * ** * * * * * * * * * * * * * * * * * * * ** ®-4P Plans Examiner Engineer (Revised 07 /10 /07)(Revised 06/10/2009) Zoning Clerk checked • Wind Load Door Measurement Sheet • arr Wind Load Door Measurement Sheet GARAC' DOORS Please send Completed information for each door via e- mail (preferred) fax, or post to: E -mail: engineeringdepte.amarr.com Please place "Wind Load Door Measurement" in the subject line. Fax: (336) 251 -1908 or (336) 2514901 Engineering Dept Attn: Windload Door Req Amarr Garage Doors 165 Carriage Court Winston - Salem, NC 271 Required Dimensions.. 1) Door Openings (Width x Height) 2) 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 eave 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'. 3) Measurement from door opening to the nearest corner of the building. �� ' 4) Building footprint (length and depth of building) ,fir � lJ �o • Required Photographs: /� 1) Picture of building taken from the curb (or front of house). 2) Picture showing door opening and the nearest corner of the building. I lei 0,,,e ff op,) . ' /WC • Required Information: Home or Building Owner: N'1 «`® ions�licsu�SCt Street Address: kk 0 l- 1 Pte( / City: R.*. �& S� ®yes County: Ribade (146 mph Exposure C) ❑ Broward (140 mph Exposure C) 1 Door Opening: Width x Height % (Example 15' -6 ") Mean Roof.Height: 3. } q t1 ° d Distance from door opening to nearest corner of building: 11,1 tl Building footprint sketch with dimensions. Provide in space below or on 02 jek p1 tpfl, - State: Florida Zip Code: 321.‘ Dimension #1) Dimension #2) Dimension #3) Dimension #4) separate sheet // BHG 9 -07 • f� C Ws STRUCTURAL SOLUTIONS, P.A. 5921 -G West Friendly Avenue Greensboro, North Carolina 27410 Project No.: 11 -002 ` gate; 5.111/2011 'JAY il_ ; Garage Door Windload Design Pressures 5 Y: •• J� • •••••••••••••• 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. $u i r $ : 10414 N. Miami Blvd. Miami Shores, FL 33150 Garage Door Width: Garage Door Height: Basic Wind Speed: Exposure: Mean Roof Height: Least Overall Horizontal Dimension of Building: Distance from left building corner to edge of garage door opening: Distance from right building corner to edge of garage door opening: Roof Slope: 8 ft 7ft 146 mph C 11.67 ft 30.6 ft 30 ft • 1.33 ft.'•• any sitit:?d" 0000. Positive Design Pressure = 41.3 Of.. Negative Design Pressure = -46.6 psf :• •• •• 0.00.. • • • • • • Design Assumptions: The building is considered "Enclosed" as defined in ASCE 7 -05 The Importance Factor and Topographic Factor for the building are both 1.00. • • • • • •• • •••• • • •••• • ••• • • • •• • • • • 0.000. • •••• .• •• • • • • 0.0.00 • • • •000.0 • 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 04579 Vie * oF; L4 uo o Thomas L. neimerdine, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 to be used in conjunction with Amarr Garage Doors w S- it- gee Miami Shores Village APPROVED By DATE ZONING DEPT BLDG DEPT SUBJECT TO COMPLIANCE WITH ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS J:\2011 Projects \11 -002 Amarr 2011 Retrofit Doors \10414 N. Miami Blvd._Miami Shores_FL 33150 \Garage Door Pressure Calculator.xls 0.000• • • • 000000 • • •0000. .0000 • • ••0000 • • • •0000• • • 0000•• • • 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 wider 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), 1 •... APPROVAL DOCUMENT: Drawing No. IRC- 9509 - 169 -15, titled "Model 950 Heritage, M 4j'65i Oak Summit! (24 GA) 1000, 2000, Short, Long, Flush and Bead Panels ", sheets lthrough 3 of 3, prepared by 4 RGaragg Daors! dated 03/12/03, with revision A dated 06/11/08, signed and sealed by Tomas L. Shelmerdine,1 ,,:wing the Miami - Dade County Product Control. Revision stamp with the Notice of Acceptance number and expiratiog bate by tb a Miam• i- 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, Sflate.itnd 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 the ha% been no fph ea 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 94 eha%cge in the• • • materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any pr&tuct, 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 and renews NOA # 03- 0502.03 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.av/buldingcode •.•• MIAMI- DADE.COUNTY APPROVED NOA No 08- 0718.02 Expiration Date: September 4, 2013 Approval Date: August 21, 2008 Page 1 •••••• • • • 000000 • • ••1000 • • •..•• • • •000• •..••1 • • • 000000 • • •0000• • • Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -9509- 169 -15, 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 03/12/03, 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 04/15/03, 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 ffi Iss prepared by ETC Laboratories, Test Report No. 07- 816- 20337.0,.datea -03/24/08,• • • •• signed by Joseph L. Doldan, P.E. ...... • • • 0000.. • C. CALCULATIONS •" • • • ' ••• • • 1. Wood jamb attachment to structure calculations, complying with F'BV2004,13repared by Structural Solutions, P.A., dated 06/25/08, signed and sealed by 1't1 nas Lt. , •. 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 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- 0502.03, issued to Amarr Garage Doors, approved on 09/04/03 and expiring on 09/04/08. t /Carlos . Utrera, P.E. Product Control Examiner NOA No 08- 0718.02 Expiration Date: September 4, 2013 Approval Date: August 21, 2008 E -1 •••••• • • • •••••• •0000• • • •.•.. • • •0.00 ••••.• • • •▪ ••.•. • • 13 GA. GN.N. CEPIERCTAL TOP RUZLER BRACKET ATTACHED V /(4) 2/4' x 3/4• HEX HEAD SCREWS PER BRACKET TYPICAL TDP FIXTURES N.T.S. _ 046E (TABLE R) ON PAGE FOR RECDBEIOED SECTION COFIOXRAT2N 410 140;1 11011 H DonII M II_ Il elD 'iI *III�II�II IIII MI ) L. b�l! II41 1111 ;11111-Vii NSA LLRPSAFE CENTER HINGE ATTACHED V/ (4) 1/4• x 3/4' E' THICK—• HD(HEAD SCREWS 24 GA YIN EXTERIOR 57(94 .41-400 GILVAXOZATICN AND ON POLVES ER FINISH( TYPICAL 1XIRASAFE CENTER HINGED N.T.S. TABLE 4 NV PAGE 3 FOR STILE PLACEMENTS 3° 20GA STRUT ATTACHED 4' iD HEAD SCREWS 3• BOG STRUT ATTACHED V/ (3) 1/4' x 3/4' HEX HEAD SCREWS 9'-O• MAX INSIDE ELEVATION NEB. 14 GA 1IRASPFE DID HINGE ATTACHED W 0I 1/4' x 3/4' FIX HEAD SCREWS TYPICAL DURASAFE END N.T.S. (1) 8/16•124.. 1.4/8" RAG NLT ATTACHED 10 .IAY8 AT EA. JAYS MACKEY DURASAFE ROLLER CARRIERS ATTACHED 10 DO STILE W CO I/4' x 3/4' HEX HEAD SCREWS PER CARRIER STILE STIFFENERS 0) LOCATED DI HINGE MEND T TOP SECTION ONLY (TABLE 1) ON PAGE 2 FOR STRUT SPACING 10 BALL STEEL VIM 3' STEM RO.LER 10/RETAINER SLOE LOCK ENGAGES INTO VERTICAL TRACK IN BOTH SIDES 3/8' HON OSAGE/ENT CONFORMING TO SFIC 3803 -8 (SNAP LATCH, OR LOCI BAR OFTIO(AU ATTACH V /(E) V4' x 3/61EX NEAR =REVS HINGE 02 20 QA CENTER STILES ATTACHED VIDA TOG -L-LOC Al' T THE T A 0 BORON RAIL AND ADHESIVE 10 DOWN FACE 20 6A OA-V. STEEL END 07D.E ATTACHED WITH (7) TOOL TO DIENS SKIN AND OD 102.1,LOC AT THE TT AND BOTTOM RAIL H8LES FOR STRUT ATTACHMENT GSTRUT NOT SHOWN FIR CLARITY) 3' BMA STRUTS ATTACHED V/ GS) 1/4• x 3/4' HEX HEAD SCREW AT EACH CENTER SIDE TYPICAL STILE STIFFENER O N.T.S. 3 3/4' NN SOEROO4 (1) 7/78' DOL BCH Ea. TRRAC(7 THICKNESS 1/4-20 x 5/114810( SYMtf SfLT AND NUT CD RIVETS TRACK MOUNTING DETAIL B8D17a4 YELLOW Pew 040. 2 CR BETTER) N.T.S. TYPICAL BOTTOM BRACKET O N.T.B. GA COMMERCIAL TOP FIXTURE ATTACHED V/ (4) 1/4' x 3/4' HER HEAD SCREWS AD.LISTADLE SLIDE DRA1XET ATTACHED V /28 2/4' x 1/2' BOLT NO MRS trilmf WE TAT' SECTION A -A DE VIEW N.T.S. •• ••• • • • • • •• • n• • • 1- • • •• •• ••• • 16 14 BUTTON ATTACHED 11/0) 2/4' X 3/4' HEX HEAD SCREWS WITH A 13 GA BRACKET SLIDER GA FLAG 28811*ET ATTACHED TO VIED JAMB V/ (3) 0/16 MA X 1 -0/8' LAS DOLTS AND TO TRACK V/ (4) 1/4•-80 x 3/13 TRACK SAUCE FELTS Mat NUTS Y 1/4.-20 AT TRACK BOLTS do NUTS ! 10 JAMB 111114 (3) 8/06' 041. x 1 -5/e• RAG RCVS 1) 8/11' OA 2 1 -5/11. LAO BOLT ATTACHED 10 JAKE AT EA JAMB BRACKET 12 0A 2A1.V. STEER. JAMB wows TRACY SPIKE BOLT 81 NUT (TABLE 3) ON PAGE 8 JAHB BRACKET SPACING TRACK 128F40URATION F'OR 67316 UP TO 14' TALL DOORS P oDUCt REVISED mg ersollyarikthe Asada Huai11R " 1'o7f d2 1100, ejLOOD JAMB ATTACHMENT TO STRUCTURE '4 Y 8 VN1M4L JAM AIT404PIIT TO 9DOD MOB 011RMXKN 8/18'X2' US SCRUB STAMENS C FMK 0108 THEN 24' 0.0. 0 1/4' 0/62840/41) KT lad 3/Ie2 esurdfta 0. OWN 008 0811 Y4' 0.0. (2 1/2' 0@91@1) X•1g11�1) q(pNf•SAY• 2-51'4' ammo 8• FD211 MS me at 0.0. • 1/4 WIE7 01 -1) 3/13.6 C 90800 0. FROM 00S 1014 Y4' 00. i2 0.OB� • • • 02,1 x vaA161L 6810 m nawx0m rt-00 mops 160 ALFAS 4140124 3/e' 2 1-3/0 8848016 F 4.11 003 160 24' 00. 0 1/4' MI TAP= 2/4. 2 2-3/4• SFN300 2• . 00$ USH PAIRS O (2• •••• AT 1C RA(1 1/4" 0@7!11811) • • • • • •IAOH 4i 044 BE PIMOf A AUDI 1012300 02B4CE • • 'PNUAAAAAA000000111111 • • • -,'.AIM X4•8 WSW MOWED BY MX AR 70 Wd(T 111E • • 12. • • • ��• • • •• • • • • • • ••• • • • .• BEY IESCRPECII G BEMM OVII By A AMONG TX RR 6$ &ROAM 03- 11-085%6 IAAX 042E 8 x14' DESIGN LOADS +43.3 P2F -51.2 PSF LARGE RIS9.E IMPACT RESISTANCE 185 MA ME GIRT 1024370(- SN.PJI, Nt 0705 V WMNi2I 680D58. 8180 04804 84(39 (2A( HYA) 1000, 2000 S� ffi(6 HAM, AND (24 P� 58 OMIT LI D1116 28/12,63 WAG Mg B atmm OT 114E 0*18 COMO IRC-9509-169-15 DOER NIGL SBBEOIEP£IL R6.OM2 Iff2 1 IF 3 OD • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • • •• 16• •1616 • TABLE 1 DOOR HEIGHT STRUT SPACING (BASED ON RECOMMENDED SECTION CONFIGURATION) TOP A B C D E F G H I J K LM Ea NO 18" T 9' 6" .. - 5112" '15"..20.-31,0". 21" 36 43 3/$" ' 54" VI: " '. = ;' 76" 18"' 21 ":. 12' 6" 6:1/4" 7' 5 1/7' 18" 253/8" 39" 46 3/8" 60" 67 3/8" 21" t 57" Eli EMI 88" 82 1/4" ® '5141: 15 , 224/8' "~ - 347". 40378" • 51" . 3f " 68" iti : ` :. 18" 36" 54" 72" taillall111111111151E21 81" 10'6" 881M'r. 8' 5 1/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 72" 79 3/8" 42" 63" MBE 9'6" 21" 18" 84 1/4" .!:.1.011 '0 112" ;18 ",28;3/8" • AT. 4631,8 ":: "` B 3/5" 7$!` '3 " . 21" 21" , 18" 21" ") 11 ", 9' 5 1/2" 15" 22 3/8" 33" 40 3/8" 51" 58 3/8" 69" 76 3/8" 87" 94 3/8" "i; :.. MEW 123" :1121/4'! 106 1/4" 9' 8"' : ' A. Ur. :18"t 20V 43:. x ' 8'x.3/8" '72" 78 " ; ' - 9 ' 31 ", 13'.' _ 10' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 78" 85 3/8" 96" 103 3/8" arI r' ira 160" 118 1/4' 10 6" ,..‘:.5 f1$� .:;'18"- .24318 ", M: 3l8" '80, ` 81" 88 3 u.1 i2' :109310.' - .,' •'': - '':. ; 1241/4" 11' 5 1/2" 18" 25 3/8" 36" 43 3/8" 54" 61 3/8" 72" 79 3/8" 90" 97 3/8" 108" 115 3/8" 130 1/4" 11'• W `. 5 1.12" :18 "' x-26" 8/ f";' -39" 48 3/8" xr. 67:3/8" 178" B55..318n . 96' : 103. 3 /8','.:114. " - ,1.21318" . 136 1%4" 12' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 120" 127 3/8" 142 1/4" 12'8" :' 5162" 18" "22 :3/8" 3F" 43318" .; 54" ".61.'-3/8!':.. 77' 79 318" 80". -97.:3/0!..: .1.Q8" 115;8/8"• 126.". 133•i'1/.8,..'t 1481/4" 13' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 78" 85 3/8" 96" 103 3/8" 114" 121 3/8" 132" 139 3/8" 154 1/4" 13':6" . 5112" .18"1. 25 3/8"° 39" 46318" '..80" 673/8' .81° .88 3/8" i)2 "' 1093/8" 13,0" 127:-3/8"' 138" 145`378" 'f6Q':') /4` 14' 5 1/2" 18" 25 3/8" 39" 46 3/8" 60" 67 3/8" 81" 88 3/8" 102" 109 3/8" 123" 130 3/8" 144" 151 3/8" 166 1/4" TABLE 2 DOOR HEIGHT SECTION HEIGHTS Btm #2 #3 #4 #5 #6 #7 #8 slain BM 6' 21" Ea lfillE 18" 18" :21" 21" 13'6" 21" 21" 21" 21" 21" 13':Q . ISIENIEVIEWEIHEL31 = 76" 18"' 21 ":. 12' 6" 21" 18" 18" 18" 18" 18" 18" 21" ia 21" t 57" Eli EMI 88" 11' 6" ® 21" 21" 18" 18" 18" 21" `<:`.94 ";' 9' 10" 18" 36" 54" 72" taillall111111111151E21 81" 10'6" 21" 21" 21" 21" 21" 21" '.39 111'.0'`; %: FIVERMEERIERElil 10" 21" 42" 63" MBE 9'6" 21" 18" 18" 18" 18" -' 8 10" 1314g1M �21"" �L r 8' 6" 21" 21" 21" 18" 21" WV : 21 ". KEA LEA IMill i 7' 6" 18" 18"8 "g 18" 18"' 18" "i; :.. MEW 123" kiiiii 12'f3"; ; . 6' 6" 21" 18" 18" 21" TABLE 3 DOOR HEIGHT TRACK ATTACHMENT SPLICE A B C D E F G H S 6' 21" Ea 57" ®ISM , 707 7' 10" 21" 42" 63" = 76" 7'6". iliriMEMallaIIIIIIIIIIII 8' 10" 21" 39" 57" 75" 88" 8'8".`,:' ELME CA Uniiiiiillinillialli `<:`.94 ";' 9' 10" 18" 36" 54" 72" taillall111111111151E21 81" 90" 99" w 100" 112" 8 "'' E' '.39 57"` 10' 10" 21" 42" 63" MBE mi '' ea 10" 1314g1M iEdi 124" IliMil hank a 1,R a 12' 105" 123" 136" 12'f3"; ; . x':39" IffaliikillilineiiiiENIZA �.®� 148" 13' 10" tailEillaigT•- 13'.' _ 1 14' • 10" arI r' ira 160" •• • • • 4. • • • - • INTERIOR OF GARAGE MAX. WIDTH 9'0" DESIGN LOADS) 1 1 1 4 I 1 I 1 1 1 1 +203.9 LBS/FT SEE NOTE 2 ® -230.4 LBS/FT SPECIFICATIONS AND NOTES 1. AU. THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. FROII 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: +203.9 LBS/FT & -230.4 LBS/FT 3. DOOR AND HARDWARE WLL RE DESIGNED. MANUFACTURED AND INSTALLED VATH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 GA. (.024) MIN. EXTERIOR SKN ROLLED FORMED, G-40 GALVANIZATION W/ BAKED ON POLYESTER FINISH 5. DOORS UP TO Yo' HIGH CONSIST OF (4) SECTIONS AS SHOWN. USE (2) 3° 20 GA STRUTS PER SECTION 8. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 ON PACE 2 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED BY A REWIRED PROFESSIONAL ENGINEER FOR W1N0 LOADS INDICATED ON THIS DRARMNG N ADDITION TO OTHER LOADINGS. ® 8. THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE WITH THE PROCEDURES DESCRIBED IN ASTM E330 -02. ASS 7-05, AND FLA. BUILDING CODE PROTOCALS TAS 201, 202. 203. 9. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING OF ALL COLS USED TO FABRICATE 0008 PANELS UNDER THIS NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING 10 ASTM E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PND 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 FACLRIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF 32,000 PS OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. WY GFSIIPMIISEEMED GTi 21 A *M4911/4102WF51 M78.85•20321M0 0-11 -03 MAX SEE. 9'x14' 000081 LOADS +453 PSF -5L2 P5F LARKS 91139E IMPACT REOSTANKE axa u15E COURT VD TOIFSA DL xa VUS vwAIVISL Oa MODEL 950 05512458 (24( •4) 2000. 2000 210DEL 655 oat O 298088. 1822. 80082*, 405 BD ) PANELS ERE EMN M DJ GTE OJD/O SAWS I MS 8 awn M2 G8 W/S/m IRC-9509- 169-15 BOWER 1109SL 918EP18 PE EL Bu '0I SET 2 M 2® ••• • • • • ••• • • • • • • • • • ••• • • • • • • • • • •• •• • • • ••• • • • ••• • • • • • • • • • •• •• • • TABLE 4 Section Width (ft) Panel Type Center Stile Location (Measured from Left Edge) tat 6n) 2at (in) 3n1 M) Shot ;:: 24.812 s. 48,000 71:;1 r. 8' 0 Long 24.000 48.000 72.000 8' 0 Bead 24.625 48.000 71.375 2431• mm'B 3.a_: 8' 2 Long 24.500 49.000 73.500 8' 2 Bead 25.125 49.000 72.875 24.560 75:420 '. 8' 4 Long 25.000 50.000 75.000 8' 4 Bead 25.625 50.000 74.375 8' 6 ':': : , 26.029: 51;000,". ', 7s.$71 8' 6 Long 25.500 51.000 76.500 8' 6 Bead 28.125 51.000 75.875 Shoff 25:659'' ". 5240m': 77.341 8' 8 Long 28.000 52.000 78.000 8' 8 Bead 26.625 52.000 77.375 8' 10 `,Short. 27.034 53,000 78.086 8' 10 Long 26.500 53.000 79.500 8' 10 . Bead 27.125 53.000 78.875 9 0- ` Short '> 27.595 54000 80,404 9' 0 Long 27.000 54.000 81.000 9' 0 Bead 27.825 54.000 80.375 •• ••• • • • • • •• • • • •• 5 • •• • • • • ••• • • • • • • ••• • • • •• • ••• • • ••• ••• • • • • • • • • • • • • • • • • • • • • ••• •• • • • • •• •• •- • ••• • • NYr 022311010F11006 011E BY A /014024132:071:0 N33.1356RSAOIID 93.0 -09 911 MAX SIZE 9 x 14' DESIGN LOADS +443 PSF -51.2 PSF LARGE MISSLE IMPACT RESISTANCE 163 18AWAGE COURT V91S ON -sALn4 Mt 6773 101140000114 0002L 950 =E TAGS (24 OA) 1000. 2000 ®8202? 655 8L1185. J� MAD PANELS 98 MI BY DJ 01E 03/13/03 IMAM NAM B aea® er AN 01N 03/0/05 IRC- 9509 - 169 -15 DOM 111311.1L 911100111 PE SC No MN 9210 3 OF 30 ••• • • • • • • • ••• • • • • • • • •• •• • • ••• • • • ••• • • • • • • • • • • • • • •• •• ••• • •