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WS-12-875Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 174556 Permit Number: WS -5 -12 -875 Scheduled Inspection Date: July 09, 2012 Inspector: Bruhn, Norman Owner: WILMOT, PAUL Job Address: 435 GRAND CONCOURSE Miami Shores, FL 33138 -2462 Project: <NONE> Contractor: ACTSYS DOOR SYSTEMS INC. Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1132060170280 Phone: 305 - 229 -4007 Building Department Comments REPLKACE GARAGE DOOR WITH A NEW HURRICANE IMPACT RESISTANT. 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- 173653. No access, no one home July 06, 2012 For Inspections please call: (305)762 -4949 Page 14 of 26 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 FBC 20 Permit Type: BUILDING OWNER: Name (Fee Simple Title older). Address: City: MOMEWETill MAY 162612Jo B Y: Permit No. \NE )9.-.8" Master Permit No. ROOFING sue : b&(k (61-01- ,Diii S state: ',Q zip: 331T2 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 4S"' a_kalANA,VV co °5 c— City: Miami Shores Folio/Parcel #: ° �� 3 - C Is the Building Historically Designated: Yes NO County: Miami Dade Zip: 33112 Flood Zone: CONTRACTOR: Company Name: ktVs Ib: ' '( a Skel/w.S 1 U 4 hone#: Address: _n I1'b 'lam 22 City: �� ` 1� State:, CYCO< /, _ Zip: �,7 ,_] tS5 Qualifier Name:5W L �1 � Phone#: /� S-1ZCtp State Certification or Registration #: Certificate of Com etency #:v0 5 Contact Phone#: ° W Email Address: S �' : `4 . U-"'U IN DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ I ``"� Square/Linear Footage of Work: Type of Work: ❑Additio . ❑Alteration D : cription of Work: New �Repair/Replace dbemolition a 1,4 t t ,1 C VA. _p h_ '�A - aarral ********* ****, x** * ********** **+a*+r*******Fees *+ ray* *** * *** * ***** ***** *** ** **** * ***.x******** Submittal Fee $ Permit Fee $ /AO a j CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 1 3 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 cozy must be posted at the job site for the first inspection which occurs seven (7) days after the building permit ued n the absence + uch posted notice, the inspection will not be approved and spection fee will be charged. 4 Signa� Signature �i Ai / /A�' �. _..i > _mil% Owner or Agent Contractor The foregoing instrument was acknowledged before me this f(t) The foregoing instrument was acknowledged before me this 164* day of , 20 IL--; by , day of G' � , 2012 -; by who is personally known to me o who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: M A � 7 (0�ti 4 R ke Sign: Print My Cornrnissi 11, m, FRANCIS A REBELLO *- :MY COMMISSION # D0798265 EXPIRES June 16, 2012 407) 398-0155 Florldallotary8ervlce.com APPROVED BY Plans Examiner Structural Review (Revised 07 /10/07)(Revised 06/10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sig Print: My Commiss MY COMMISSION # DD798265 1_�, EXPIRES June 16, 2012 407 3164 5 FlerldeNotarySeMce.com Zoning Clerk Property Information Map My Home Miami -Dade County, Florida rnia idad .go Property Information Map Aerial Photography - 2009 0 ■-•■ 29 ft This map was created on 5/16/2012 12:29:47 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. C Lose MIA Page 1 of 1 Summary Details: Folio No.: 11- 3206- 017 -028 Property: 435 GRAND CONC Mailing Address: PAUL WILMOT 435 GRAND CONCOURSE MIAMI SHORES FL 33138 -2462 Property Information: Primary Zone: 1300 ONE FAMILY CLUC: 0001 RESIDENTIAL - SINGLE FAMILY Beds /Baths: 3/4 Floors: 1 Living Units: 1 Adj Sq Footage: 3,460 Lot Size: 19,500 SQ FT Year Built: 1964 Legal Description: PB 15 -14 AMD PL OF MIAMI SHORES SEC 4 LOTS 18 -19 & 20 BLK 87 LOT SIZE 150.000 X 130 OR 13290 -1045 0487 1 COC 24764 -3967 07 2006 1 Assessment Information: Year: 2011 2010 Land Value: $238,326 $264,132 Building Value: $320,718 $322,749 Market Value: $559,044 $586,881 Assessed Value: $559,044 $586,881 Taxable Value Information: Year: 2011 2010 Taxing Authority: Applied Exemption/ Taxable Value: Applied Exemption/ Taxable Value: Regional: $0/$559,044 $0/$586,881 County: $0/$559,044 $0/$586,881 City: $0/$559,044 $0/$586,881 School Board: $0/$559,044 $0/$586,881 Sale Information: Sale Date: 7/2006 Sale Amount: $1,525,000 Sale O /R: 24764 -3967 Sales Qualification Description: Sales which are qualified View Ad.ition -I S -les http:// gisims2 .miamidade.gov /myhome /printmap. asp? mapurl= http: / /gisims2.miamidade.go... 5/16/2012 STRUCTURAL SOLUTIONS, P.A. 5921 -G West Friendly Avenue Greensboro, North Carolina 27410 Project No.: 12 -002 Date: 5/10/2012 Garage Door Windload Design Pressures The following Design Pressures have been calculated in accordance wit Chapter 30 Part 1 for Components & Cladding, based upon the design param using the Load Combinations in Section 2.4.1. Building Address: 435 Grand Concourse Miami Shores, FL 33138 at MAY 1 6��2� Garage Door Width: Garage Door Height: Basic Wind Speed: BY: I :- omevaemooe Exposure: U9--,.Z 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: 18 ft 7ft 175 mph D 12.2 ft 77 ft 5 ft 14.5 ft any slope Positive Design Pressure = Negative Design Pressure = 40.6 psf -44.7 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 Z70-, No C048579 ;to 1. 7.* T. • -O; ,tY d'' STAT , ,�._� Li A tioeooe i : - eiss- ®ll3iii Thomas L. Shelmerdine, PE STRUCTURAL SOLUTIONS, P.A. Florida PE# 48579 Miami Shores Village APPROVED BY DATE ZONING DEPT BLDG DEPTH l /c //_- summa TQCCMPUANCEW1ITHALL FEDERAL STATE AND COMM RULES AND REGULATIONS J:\2012 Projects \12 -002 Amarr 2012 Retrofit Doors \435 Grand Concourse_Miami Shores_FL_33138 \Garage Door Pressure Calculator 7- 10.xls Wind Load Door Measurement Sheet C AR4(r 1)001V. Please send Completed information for each door via e-mail (preferred),i fax, or post to: / E -mail: enoineeringdept[ amarr com Please place "Wind Load Door Measurement" in the subject line. Fax: (336) 251 -1908 or (336) 251 -1901 Engineering Dept Attn: Windload Door Regyist Amarr Garage Doors / 165 Carriage Court Winston - Salem, NC 2710 Required Dimensions:. N :)44, 1) Door Openings (Width x Height) ----- 2) Mean Roof Fright. 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) 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. Ile c",- /d �ciA q et uak rGEtiN State: Florida Zip Code:33 6S Required Information: Home or Building Owner: („,�CkiSt Street Address: 35f (�� City 1CI. CeS County: 21-Dade (146 mph Exposure C) ❑ Broward (140 mph Exposure C) Dimension #1) Door Opening: Width( -Ux Height-7-6t( (Example 15' -6 ") Dimension #2) Mean Roof Height: �tt.`0t� =-.2�! Dimension #3) Distance from door opening to nearest, corner of building: Dimension #4) separate sheet Alf w Building footprint sketch with dimensi • s. Provide in spice b .0 ow or on BHG 9 -07 DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION 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 and accepted by Miami -Dade County PERA- Product Control Section 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 Section (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section 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: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 18' -0"; Wide APPROVAL DOCUMENT: Drawing No. IRC -1218- 165 -26 -I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 06/07/2007, with revision A dated 11/29/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas 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 Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side track, bottom angle, or inner surface of a panel. 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 because for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 07- 0820.05 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 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315-2599 www.miarnidade,gov /pera /, • APPROVED NTY NOA No. 12-0228.05 Expiration Date: October 4, 2017 Approval Date: May 3, 2012 Page 1 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. IRC- 1218 - 165 -26 -1, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels ", Sheets 1 through 3 of 3, dated 06/07/2007, with revision A dated 11/29/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654 & ASTM B117, prepared by Architectural Testing, Inc., Test Report # A7420.01- 106 -18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01 -11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12- 0228.09" "Submitted under NOA # 07- 0820.05" 3. Test report on 1) Uniform Static Air Pressure Test, per FBC TAS 202 -94, 2) Large Missile,Impact Test, per FBC TAS 201 -94, 3) Cyclic Wind Pressure Test Loading, per FBC TAS 203 -94, along with marked -up drawings, prepared by American Test Lab, Inc., Test Report # ATLNC 0604.01 -07, dated 06/30/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Report # HETI- 07 -T734, dated 06/26/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor calculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami - Dade: Departrstent•.of.P.ermitting, Environment, and Regulatory Affairs (PERA) E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics on the expanded polystyrene UL file # R11812. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions, PA., dated 04/18/2012, signed and sealed by Ti . L. Shelmerdine, P.E. 11 24 � Carlos rera P.R. Product Control Examiner NOA No. 12-0228.05 Expiration Date: October 4, 2017 Approval Date: May 3, 2012 E -1 S � COMMERCIAL TOP V• ROLLER BRACKET ATTACHED V /14 V4' x 3/4' HEX HEAD SC80VS PER BRACKET 2. 10 BALL S1EO. 93' STEM HURRICANE ROLLER W/ 7/16 RETABER FOR NM- ADJUSTABLE ROLLER CARRIER TTAC ED V/ t8) 1/4' x 1/2' BOLT 6 NUT PER BRACKET SHAFTS 5 1/241 X 10 04. O' R- TRUSS) ATTACHED V/O) V4' X 3/4' HEX HEAD SCREW AT EACH HINGE AND (1) AT HRNGE LOCATION INTO RAC( SI ON 5 I/8'14 X 18 GA (5• R- 111.100) TTACED V /15) 1/4' X 3/4' HEX HEAD SCREWS AT ENDSTILES AND (2) AT EACH MIME LOCAMI INTO BACK SKIN TYPICAL TOP FIXTURES O N.T.S. 1884. 2 'J/8' X 3 1/2' BACKERPLATE RED UMBER SKIN AT EACH ENDSTILE AND CENTER STILE 140*. BURASAFE CENTER HINGE ATTACHED V/ (4) 1/4' x 3/4' .4EX HEAD SCREWS TYPICAL DURASAFE CENTER HINGE. N.T.S. 1404. CRASAFE ROLLER CARRIER ATTACHED TO END MILE VV// ( 1/4' HEAD SCREWS PER GAMIER *3 1400. DURASAFE ROLLER CARRIER ATTACHED TD R -TRUSS V/ (3) 1/4' 3/4' HEX HEAD SCREWS 2. 10 BALL STEEL 83 IURRICANE V/7/16 RETAINER FOR NON-THREADED SHAFTS FRONT SIGN 24DA. 0082' MIND BACK SKIN 27GA (015 V /BATED ON POLYESTER H'I(SH CFC -FREE EXPANDED POLYSTYRENE D7 (1187150 14 GA DURASAFE HINGE iE ATTACHED V/ (2) 1/4• i, 3/4' HEX READ SCREWS 14 GA END HINGE ATTACHED V/ (8) 1/4' X 3/4' F HEAD SCREWS SLIME LOCK ENGAGES INTO VERTSN. TRACK IN BIRTH SIDES (SNAP LATCH. OR LOCK BAR OPTIONAL) ATTACH V/02) 1/4' x 3/41EX HEAD SCREWS TYPICAL DURASAFE END NIKE 7 t N.T:S 3. 20GA STRUT ATTACHED W/ 1/4' X 3/4• HEX HEAD SCREWS (D AT EACH ENSURE (D AT EACH CENTER STOLE LOCATM% AND t8) SETVEEN EACH CENTER STILE B07T@I BRACKET GA THICK ATTACHED /(5) 1/4• X 3/4' HEX HEAD SCREWS If 10 BALL STEEL 9.5' STEM HGR ICANE ROLLER V/ 7/16 RETAINER FOR NON- THREADED SHAFTS SEE TABLE 3 OI PAGE 3 FIR STILE PLACEMENTS 4' 94 • . 4' et 4' CFC -FREE EXPANDED POLYSTYRENE INSULATION JAMB BRACKET ATTECIED TO JARS V/() 5/16• X 1 -5/8' LAG B01.7 AND ATTACHED TO TRACK V/ () 1/4 X 5/8' SPICE BOLT zoom OFLVb 3 N. 33/4. ' 3/4 O M WI Fl �1 SEAL (SUPPLIED BY INSTALLER) 18' MAX INSIDE ELEVATION N.T.S. 2 X 8 SOUR ERN YELLOW PR1E (N0. 2 OR DENIER) 0) 0-1/2• X 3-1/2. (8 GA GAIN. PLATE GLUED TO STEEL IRS EDGE AY � AND HIITTOI Is EACH STILE LOG Y DAL STEEL TRACX THICKNESS .0111r *3 14DA DURASAFE ROLLER V CARRIER AT AC TO R -TRUSS HEX HEAD SCREWS 91/214 X 18 GA (e' 8-TRUSS) TRACK MOUNTING DETAIL N.T.S. LOST CABLES DO 13 GA COMMERCIAL TOP FIXTURE ATTACHED V/ (4) 1/4' 3/4' MX HEAD SCREWS EACH ADJUSTABLE SLIDE BRACKET ATTACHED V /CE) 1/4' x 1/8' BOLT AND NUTS 5. 8 -TRIE3 ATTACHED V/ Q) 114' x 3/4' HEX HEAD SCREWS 7 EACH END STILE AND (e) AT EACH CENTER STILE LOCATION ON TOP SECTON S 1/214 X 18 GA () PER SECTION (9' R- TRIES) G1R.V. STEEL R -TRUSS ATTACHED V/ V4' x 3/4' HEX HEAD SCREWS AT EACH END STILE AND (2) AT EACH CENTER STILE LOCATION 3' x 20 04. STRUT ATTACHED W/ 1/4' X 3/4' HEX HEAD SCREWS CE CENTER STILE LOCATION, MCH AT EACH OD BETWEEN EACH CENTER STILE 80TTOH BRACKET TTACHED • V/ (8) 1/4',, 3/4' HEX HEAD SCREWS CONTINUOUS ALUMINUM EXTRUs= WITH CONTINUOUS VINYL ASTRAGAL SECTION a -a (� N.LS. niallg{N'CIMVEIND Cede Ageeptaaas : /EIe1104 E1 14 FWD DURASAFE MILLER CARRIER ATTACHED V/ (C 1/4' X 3/4' HEX HEAD SCREWS TYPICAL BOTTUM BRACKET N ES. LARGE MISSILE IMPACT RESISTANCE F DESOW181 OF MUMS DAZE BY A UPDATED RIM MO 18' x 14' 0(01004 LOADS +42.0 PSF -48.0 P5F LARGE MISSILE RESISTANCE 11%01111 t18 \v s__ N( 1348579 '•��e, 165 CARRIAGE COURT V1HBTIN- SALEM, N.C. 87109 WWANARRC401 MODEL #1200 HERITAGE 3000 MODEL #f200 OAK SUMMIT 3000 Short, Long, Flush & Oak Summit Panels SE MARI811 9ff DAZE 5Jmm/47 B at= E2 as DATE B/mp7 IRC -1218- 165 -26 -I KU 1 ff 3 SPECIFICATIONS AND NOTES 1. AU. 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 P08110N OF THE LOAD TRANSFERRED FROM THE DOOR. 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF: +378.0 LBS/FT & -414.0 LBS/FT 3. DOOR AND HARDWARE WRL BE DESIGNED. MANUFACTURED AND INSTALLED 27TH STANDARDS AS SET FORTH BY DASMA. 4. DOOR SECTIONS SHALL BE 24 CA (.022) MIN. EXTERIOR SKIN ROLLED FORMED. W/ BAKED ON POLYESTER FINISH 5. DOORS USE (1) 8.8' 18 GA R -TRUSS PER SECTION AND (1) 3' 20 GA STRUT ON THE BOTTOM SECTION. 8. DOORS OVER (4) SECTIONS REFER TO TABLE 1 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. 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 PAD) BY THE MANUFACTURER. EVERY 3 A �Y• OF THE TEST REPORT'S WITH CONFIRMATION THAT THE SPECIMENS WERE SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NOTARIZED STATEMENT FROM THE MANUFACTURER THAT ONLY COILS MOTH YIELD STRENGTH OF 34,830 PS OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. 13 GA F1.60 BRACKET ATTACHED TD WEI JAMBV/ (3) S /16 DIA % 2-5/8' LAG BOLTS AND TD TRACK V/ (4) 1/4' -20 x 8/8' TRACK _ - - -. - SPLICE BOLTS AND EDITS SPLICE TRACKS AT THIS LOCATION 1 W/ (4) U4' -20 TRACK SPLICE BOLTS B NUTS SECURE TD JAMB WITH C) 5/16 DIA X 1 -5/8 LAG BOLTS IT 111 u, INTERIOR OF GARAGE MAX. 427121 18'O' 1 ■ ■ ■ ■■i ■fly JANE +312.0 LOADS E NOTES 1 & 2 PACE 2 -4140 Les/Fr SEE (TABLE 2) FUR JAMB BRACKET SPACING tD 3/16' DIA. x 1-5/B• LAG BOLT ATTACHE) TO .010 AT EA JAMS BRACKET 12 GA GALV. STEEL JAMB BRACKETS ATTACHES V/ (D 1/4' -21) x5/2' TRACK 114L10E 2111-7 & NUT STANDARD TRACK CONFIGURATION FOR 6'6' UP TO 14' TALL DOORS N.T.S. WOOD JAMB ATTACHMENT TO STRUCTURE 5/16' 3' LAG SCREVSpSTARTING 6' FROM ENDS THEN 12' D.C. O 1/2• EMBEDMENT) HILTS VERTICAL 3/8' X ?4' STARTING 6'�F �" EMS THEN 24' D.C. (21/2' EMBEDMENT) HILTI SLEEVE AMICHIIR 3/8' X 2 -3/4' STARTING 6' FROM ENDS THEN 10' DC. (1 1/4' EMBEDMENT) ITV /RAMSET REDHEAD RRU -BaLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 22' D.C, (2 1/2' EMBEDMENT) P X A VFRTIIAI .121411 ATTACHMENT TO HMI ITV 7-90 81 TUCK SIMPSON I/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS DF FASTENERS (3' APART) AT 8' OC, O 1/2' EMBEDMENT) HILTI I/4' X 2 -3/4' KW1K -CON 1I+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT 8' 0C. O 1/4' EMBEDMENT) 2 X 6 VERTICAL JAMB ATTACHMENT 70 GROUTED C-90 BLOCK (2000 PSI GROUT) H11.71 SLEEVE ANCHOR 3/8' X 8 -3/4' STARTING 6' FROM ENDS THEN 22` OC. (1 1/4' EMBEDMENT) GTR. use FASTENERS FIR HOLLOW 0 -90 BLDCIO *LAGS AND BOLTS CAN BE COUNTERSUI& TO PROVIDE A 71.1.152 .M UNTING SURFACE. ■PREPARATION OF WOOD JAMBS BY OTHERS raanocrasvasuo m BrlNlhePIGMiOB ACClD1RI1DD /7 ETj /f! REV 305173)36930228 DATE BT A :DAZED W FBA 7010 U/b/B AIR MAx srze q�we'�.�`QS��GENS+�'FgO' °,i •. Q, \' iz N0004 85 J • 4 18'x14' DESIGN LOADS +42.0 PSF -48.0 PSF LARGE MISSILE IMPACT RESISTANCE '7 KW CARRIAGE (0187 Vaalmt -SALEM, Rc 27125 V W.1M RR08II MODEL' #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 Short, Long, Flush & Oak Summit Panels 97E DM BY 5(8 DATE 5/21/(2 ND&2 B mum 215 DATE sis/6I IRC- 1218 - 165 -26-I SHEET 2OF3 TABLE 1 DOOR HEIGHT SECTION HEIGHTS M00100L10 1:0) MMMMMMMM ®MMMEM 18 M F.!gMMMM - N.it -,i 3} MMI..,St &MACHU 18' IIj M EM®Lal 18° 18' MIMI- W.1 r'-:MMWTI; i,' l.I.- Ati i €_7- ®MOI®MM-- k'b MMMIM.ie. :1 -- MW®MIUMM® -- E®E 18° M --- MMMIUMMIMM MMMMMMOIMMIMIM 13'6° 1Z'6' 10'6° 8' 6° TABLE 2 DOOR HEIGHT TRACK ATTACHMENT MUM 00M0©L©L©©II®0 ©00©© € :w 3 1. r G�-� ..1 ��<.1,.� s...1..lL .t .�k 2 .-., .f :.:...M:a - u...R.. ._M iM ©UM0L 48° MEA- --- - -- } ! !' !a MA .e...-�- `„ktSIU ., .. RWMM_9._. 0IMU0LLL4 88° 0- ---- -MM ©MmOILMUIMO ----- f f. O f yL {- w) l Y t -. F f - (. Eiy' k .,: v „t ..,. .u' 3�wz:�, €_: IA�,:n, r. /,�, Z .�'� �U'3., �ft.f _�..� ISMIIMMm0 48' 0 88° MIUMMIMMIMWM t a"'.S_._. r a r E x 'l ftl rri^ 4 }� Ru °i i.�df < I -” MMWMMEMMMMUIEMMMIMM 2�. ,4t„ �L-. � t,s .I_-, 44,,...;9 i kv._ �.,L_ F, - MMMi MAMA .'{;. ?, .. f c.rt M. f M iN!! O l3 iv_Ma UMmMM 56' 88' �!? MM� EU�- -� {S.�d° ± A L ®- ® ®®© 46° MLA 78' 100 ® 122' EMIM t.-i: 33 fy t P {.{. tEMMMM !e ' MMMMt I:. J .- 9' 100' 12' 148° F0 OEMS= 0F MOM A MIAMI 10 FBC POW MAX SIZE 18 x14' + 442.0 PSF —48.0 PSF LARGE MISSILE IMPACT RESISTANCE 'A tri oi ST OF .% 168 OMAN PAST VISION-SALEM NQ 6103 VWYAYARRCOM MODEL #1200 HERITAGE 3000 MODEL #1200 OAK SUMMIT 3000 Short, Long, Flush & Oak Summit Panels s SRAM If DM MiE S/i1JW MMO NB3ER 8 man By aW BAU Wu IRC- 1218 - 165 -26 -1 REEF 363