Loading...
WS-10-17301 BUILDING PERMIT APPLICATION FBC 20G1 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 pammED sEF s o MO ig BY: Permit No.6\ Q 11W) Master Permit No. Permit Type: BUILDING �' /0/1/4 OWNER: Name (Fee Simple Titleholder): JD/// 46 Phone #: 30,$ -753 (,Ol9 Address: 305 /Vg 1" 4 City: R/ ,1/!?/ Hozes State: Zip: .3 3/ A Tenant/Lessee Name: Phone #: Email: .-jOHAJ/l// 2.-D/t14411N 4,44/z. JOB ADDRESS: 30,S A/E /I *° 47 City: Miami Shores County: Folio/Parcel #: f J — a ! 36 ' 0/ 3 " OD (� Is the Building Historically Designated: Yes NO CONTRACTOR: Company Name: " �Li r, /YIAT Ring � f� Address: 070/0 /V [,i/ q-. (/ City: State: Qualifier Name: f) /2/2 L 7/ 5 State Certification or Registration #: El Contact Phone #: Email Address: Miami Dade `7 Zip: 3 / 72_, Phone #: Q5 e '` „ S4 W $' Certificate of Competency #: ©QpO //303 /0 , /Ut7.0 �f�45/!1 4 DESIGNER: Architect/Engineer: ,& -/ �,�®QQ Cede, Phone #: S06 X2.44 8/e' Value of Work for this Permit: $ 13 4 7 . Square/Linear Footage of Work: Type of Work: OAddress CIAlteration ONew I111 epair/Replace Description of Work: P4 ,11 ' IG /s?' //1/(c 4,#2,0 4&.- v D.e_. Zip: 33/ D Flood Zone: Phone #: ...3DS.1443 -g o ODemolition COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ ///0 CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ 10. 2-O Inspection Number: INSP - 152492 Permit Number: WS -9 -10 -1730 Scheduled Inspection Date: October 25, 2010 Inspector: Bruhn, Norman Owner: LONGMAN, DENISE Job Address: 305 NE 104 Street Project: <NONE> Contractor: AUTOMATED HOME SERVICES INC Building Department Comments REPLACE EXISTING GARAGE DOOR Passe z Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. October 22, 2010 Miami Shores, FL 33138- Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspector Comments For Inspections please call: (305)762 -4949 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Garage Door Phone Number Parcel Number 1121360130080 Phone: (305)594 -3810 Page 19 of 26 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 for the first inspection which o rs seven (7) days after the building permit is issued inspection will not be appr' e' -.'nd a reinspe . '; - T ill be charged Signature Sign: Print: My Commission E r or Agent The foregoing instrument was acknowledged O / before me this 3 day of 20 JO , by \.)40t114/ LON 4,A/✓ who is personally known to me or who has produced As identification and who did take an oath. NOTARY PUBLIC: APPROVED BY . /v r; Fi Plans Examiner (Revised 07 /10 /07XRevised 06 /10/2009)(Revised 3/15/09)(rev6/4/10) 4/4 Structural Review Signature NOTARY PUBLIC: In the absence of such posted notice, the - DaA-Al ' ie Lew , s Contractor The foregoing instrument was acknowledged before me this 39 day of oar" , 20 /O, by ., [„a , who is personally known to me or who has produced as identification and who did take an oath. Sign: Print: My Commission Expires: Zoning Clerk Miami Shores Village APPROVED ! BY DATE ZONING DEPT V FEDERAL BLDG DEPT � WITH ALL RULES AND REGLWATIONSi SUBJECT TO COMPLIANCE STATE AND COUNTY 305 NE 104th Street, Miami Shores, FL - Google Maps 1 of 1 Get Directions My Maps ffr F E maps Address •• ••• • • • • • •• • • • • .• • •• •• . •• �• V • ,� . • • • • •.• • •• • • • • • • • _ •• • . . t' Y • • •• • •• • • • '5,1s • •. • • ••• • • http: / /maps.google.com/ maps? client = firefox - a&rls= org.mozilla:en U... 1 To see all the details that are visible on the screen, use the "Print" link next to the map. urio- 1'7O Print Sc Link h to 9/27/2010 9:15 AM September 28, 2010 PRODUCT: JOB #: PREPARED BY: CHECKED BY: DESIGN CRITERIA: NOTES: AFC 10 -735 H.M. 1. FLORIDA BUILDING CODE 2007 2. WIND LOADS AS PER ASCE 7 - 05 3. BUILDING HEIGHT : 9' -10" (SLOPE) - ANY DEVIATIONS FROM CONDITIONS SHOWN ON CALCULATIONS OR DRAWINGS SHALL BE ENGINEERED SEPARATELY. - AL— FAROOQ CORPORATION WILL NOT PROVIDE A LETTER OF COMPLIANCE OR INSPECTION REPORT UNLESS CALLED DURING INSTALLATION. AL- FAROOQ CORPORATION CONSULTING ENGINEERS & PRODUCT DEVELOPMENT CAN (EB) #3538 1235 S.W. 87TH AVE • • • •• MIAMI, FL 33174 : . . TEL.: (305) 264 -8100 .. • ... .. • • FAX: (305) 262 -6978 I Z SEPTO NIF �� AUTOMATED HOME SERVICES ��1� ��� JOHN F. LONGMAN & W. DENISE 305 NE 104 ST MIAMI SHORES, FLORIDA PREPARED BY BY. ..... ................ AL- FAROOQ CORPORATION CAN (EB) #3538 1235 S.W. 87th. AVENUE MIAMI, FL. 33174 PH. 305 - 264 -8100 CUSTOMER :AUTOMATED HOME SERVICES PROJECT :JOHN F. LONGMAN & W. DENISE WIND LOAD ANALYSIS FOR COMPONENTS AND CLADDING' AS PER SPECIFICATION ASCE 7 -05 BUILDINGS WITH IMPACT PROTECTION BASIC WIND SPEED V : 146 MPH IMPORTANCE FACTOR I : 1 EXPOSURE CATEGORY : C MEAN ROOF ELEVATION H : 10 FT. ROOF SLOPE EQUAL OR LESS THAN 10 deg. TRIBUTARY LOAD AREA A : 21.33 FT"2 xX L2 Kh = 0.85 Kd = 0.85 Kzt= 1.0 VELOCITY PRESSURE Qh= .00256 Kh Kzt Kd IV"2 = 39.43 PSF GCp COEFFICIENTS (FIGURE 6 -11A, PAGE 55) ZONE 4 = +0.85 -0.94 ZONE 5 = +0.85 -1.16 GCpi COEFFICIENTS = + .18 - .18 (FIGURE 6 -5 PAGE 47) DESIGN PRESSURE P = Qh(GCp - GCpi) ZONE 4 = + 40.5 PSF C ONE 5 = + 40.5 PSF - 52.7 Pi) As Pie 6/0A_Act n 'g_oqa9.1 a A F r� 0 . S-PSF i S •.�Q.e • . : :Z • ,Sg, PSF 52.1-fSf r� • .. . • • . .. • • • • • . • • • • • .. .. • • • • .. • • • • • • • • • • • • • . • • • ... • • • • • ... • • • . .. .. • • • 00 .. • • • • ... • • (TABLE 6 -3, PAGE 79) (TABLE 6 -4, PAGE 80) (TOPOGRAPHIC FACTOR - FIGURE 6 -4, PAGE 45) - 44.1 PSF 09 -28 -2010 SEP292010 Contractor. Automated Home Services, Inc. 2010 NW 94"' Avenue Dora!, FL 33172 Tel: 305.594.3819 Fax 305.591.2464 CC: 000011303 Residence of: JOHN F LONGMAN &W DENISE 305 NE 104 ST MIAMI SHORES FL 33138 -2017 Folio: 11- 2136 - 013-0080 Legal: 36 52 41 31 52 42 MIAMI SHORES SEC 5 PB 10-47 LOT 13 W1/2 LOT 14 BLK 117 LOT SIZE 75.000 X 123 OR 176524881 0597 1 OR 176524881 0597 00 Garage Door Location & Size SIM FSCM NO DWG NO REV Date: September 27, 2010 SCALE 3/16" =1' -0" I SHEET 1 OF 1 •••• • • • • • • •• • • •• • • • • • • • • • • • • • • • • •• •• • • • • • • •••• •••• • • • • • • • ••.. •••• • • • • •••• • • •••. • • • •• • • • • • • Gable End This Exposure Peak of Adjacent Roof 14 Ft. +- above ground. See Attached Picture(s) 2' -10" • 0 8'-0" 4 i` West Elevation (Partial) 2' -11" Subject Garage Door Opening S = • 3 f2 _ ..0•e• • • • ••.•> • • • • • • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) 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.malmidade.eov/buildingcode Raynor Garage Doors 1101 E. River Road Dixon, IL 61021 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: Showcase/Masterpiece/TC200 9' wide Sectional Steel Garage Door APPROVAL DOCUMENT: Drawing No. P-3305, titled "Spec. Wind Load Showcase / Masterpiece / TC200", sheets 1 through 3 of 3, dated 07/31/07, with last revision B dated 08/29/08, prepared by Raynor Garage Doors, signed and sealed by Richard A. Baumann, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -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, 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 I 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. 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. IN6PB€TION: Acopy of entire NOA shall be provided to the user by the manufacturer or its dtsribujs 1 34 sfiaA be ivaIlable for inspection at the job site at the request of the Building Official. 7416 ct:poiskef pale 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The ..• submitted documentation was reviewed by Carlos M. Utrera, P.E. . ••• • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • v • • APPROVED; ••• • • • • • • • • • • • • • •.• • • • • • • • .• •. • • • .• • • • • • • • • • • • • • • •• •. NOA No. 08- 0709.12 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 Page 1 Raynor Garage Doors E. MATERIAL CERTIFICATIONS 1. Test report on Surface Burning Characteristics, per ASTM E84 of Type IX EPS, Report No. 3147467SAT - 001, prepared by Intertek Testing Services, NA, Inc., dated 04/10/08, signed by Chris Bowness, P.E. 2. Test report on Self- Ignition Temperature per ASTM D1929 of Type IX EPS, prepared by Intertek Testing Services, NA, Test Report No. 3147467SAT - 002, dated 05/26/06, signed by Chris Bowness, P.E. 3. Notice of Acceptance No. 07 1107.08, issued to Dyplast Products LLC., for their EPS Block Type Insulation, approved on 02/28/08, and expiring on 01/11/12. F. STATEMENTS 1. Statement letter of code conformance issued by Wendler Engineering Services, Inc., dated 05/19/08, signed and sealed by Richard A. Baumann, P.E. 2. Statement letter of no financial interest issued by Wendler Engineering Services, Inc., dated 05/19/08, signed and sealed by Richard A. Baumann, P.E. .. .. • • • • • • • • • • • • • • • • . . • .• .• • • • •• .• . . • .. . . • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • . • • • • • • •• • • . .. • • • • • • • • • • • • • • • • • • .. . • • • • • • • • • • • • • • • • . • • • • • • 080 • • • 00 0 • • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E -2 arlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0709.12 Expiration Date: December 11, 2010 Approval Date: December 11, 2008 Raynor Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. P -3305, titled "Spec. Wind Load ShocaseJMasterpiece/TC200 ", sheets 1 through 3 of 3, dated 07/31/07, with last revision B dated 08/29/08, prepared by Raynor Garage Doors, signed and sealed by Richard A. Baumann, 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 a 9'x 7' Showcase/Masterpiece/TC200 Sectional Steel Garage Door, prepared by Hurricane Test Laboratory, LLC, Test Report No. G493-0205-08, dated 03/12/08, signed and sealed by Vinu J. Abraham, P.E. 2. Test report on Tensile Test per ASTM E8, of steel sheet, prepared by Certified Testing Laboratories, Test Report No. 0156Q, dated 04 /01/08, signed and sealed by Ramesh Patel, P.E. 3. Test report on Salt Spray per ASTM B117 of painted G40 galvanized painted steel, prepared by Wendler Engineering Services, Inc., dated 09/25/08, signed and sealed by Richard A. Baumann, P.E. C. CALCULATIONS 1. Jamb attachment verification calculations, prepared by Wendler Engineering Services, Inc., dated 05/16/08, signed and sealed by Richard A. Baumann, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). • • • • •• • • • • • ,• • • • • • ••• •• • • • •• • ••• ••• • • • • • • • • • • • . • • • • • • • •. •• • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• • • • •• • • • • E -1 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 08-0709.12 Expiration Date: December 11, 2013 Approval Date: December 11, 2008 DOOR FEIGt{T SECTION HEIGHTS 01 42 03 44 8S OE 4T 48 8' -6" 191/2' • 19112" 191/2' 191/2' -- — — — e' - 21' 191/18" 191118• 21' -- — — -- B'• 9' 21" 191/2" 191/2" 21' — — -- — 7' - 0" 21' 21' 21' 21' ---- --- — -- 7' - 8' 24" 21 24 21• --- -.— -- -- 8'•0" 19 1/18' 19 1/16' 19 1/18' 191116' 19 1118" — --- -- B' -8' 21' 191/2" 21" , 19112" 21' -- — -- 9' • 0" 24" 21' 21' 21' 21' -- -- -- V - 8" 24" 21' 24' 21' 24• — -- -- 10'-0' 21' 191/2' 191/2' 191/2' 19 1/2" 21' — --- 10'-8' 21" 21' 21' 21' 21' 21' — — 11' -0' 24' 21' 21" 21' 21' 24' --- -- 17 -0" 21" 191/2" 21' 21' 21" 191/2" 21' -- 13'-0' 24' 21" 21' 24 21' 21' 24' --- 14' -0" 21' 21' 21" 21• 21" 21' 21• 21• • • • • • • •• • • • • • • • •• •• • • • • • ••• •• • • • • • • • • • • • •• • • •• • • •• • • • • • •• • • • • • • • • • • • • ••• • • • • • • • •• •• • • • •• • • • o 0 0 0 0 ° 0 ° 0 0 po 0 00 O 00 0 0 o ° ° 0 0 0 • • • •• • • • • • • •• • • • • • • • • • • • ••• • • • • • • • • • • • • • •• •• ••• • • SECTION A-A z -o • •. / 3 • • • • • TOP SECTION INTERMEDIATE SECTION INTER&EDIATE SECTION BOTTOM SECTION - ASTRAGAL RETAINER SEE OETAI- ON SHT 3 ASTRAGAL SEE DETAIL ON SHT 3 3/4' SEES ON SHT 3 INSULATION CORE EXPANDED POLYSTYRENE HARDWARE PLATES SEE DETAIL ON SHT 3 INTERIOR SKIN .0159 THICKG -40 GALVANIZED STEEL WITH AN EPDXY PRIMER AND BAKED ON POLYESTER FINISH WHICH IS ROLL-FORMED WITH WOOD GRAIN TEXTURE AND STAMPED WITH EMBOSSED PANELS FOR SHOWCASE AND MASTERPIECE OR SMOOTH FOR TC200. MINIMUM YIELD STRENGTH tut 13040 PSI EXTERIOR SKIN .0159 THICK G-40 GALVANIZED STEEL WITH AN EPDXY PRIMER AND BAKED ON POLYESTER FINISH WHICH 18 ROLL - FORMED WITH WOOD GRAIN TEXTURE. MINIMUM YIELD STRENGTH 13040 PSI. DENIER 'INGE SEE DETAL ON SHT 2 OP DOORS TESTED PER TAS 202 FOR STATIC AIR PRESSURE TESTED PER TAS 201 AND TAS 203 FOR LARGE MISSILE IMPACT AND CYCLIC WIND PRESSURE DESIGN PRESSURE +52.0 / -58.0 PSF LARGE MISSILE IMPACT RESISTANT SECTION 0-0 14' -0" MAX HHGHT RETAINING NUT Tn9' PUSH ON RETAINING NUT (1) REQUIRED PER ROLLER SEE DETAI.ON SHT 2 STEEL U -BAR SEE DETAIL ON SHT 2 SINGLE EDGE HINGE SEE DETAIL ON SHT 2 SPRING COUNTERBALANCE SPRING WIRE INDIVIDUALLY CALCULATED TO COUNTERBALANCE DOOR. QUANTITY AND SIZE OF SPRING WILL VARY BASE ON DOOR SIZE. TOP FIXTURE FASTENED WITH (3)1 /4' XSSB' THREAD - FORMING SELF TAPPING SCREWS SEE DETAIL ON SHT 2. a w) I� NOTE HEit;M%2) SKIN mZENFAS A PRELIMINARY RELEASE PERIMETER SEAL NAILED 8" O.C. WITH 4d STEEL NAILS STEEL U-BAR REINFORCEMENT ONE (2) U -BAR PER SECTION FASTENED TO ALL CENTER AND END STIES USING (2)110 X 5l8' SELF TAPPING SCREW AT EACH LOCATION SEE DETAL ON SHT 2 INTERIOR LOCK TWO (2) REQ'D PER DOOR. LOCATE OPPOSITE EACH OTHER TO ENGAGE EACH TRACK 518' MIN. SEE DETAIL ON SHT 2 CORNER BRACKET FASTENED WITH (4)1/4' X 818' THREAD•FORMING SELF TAPPING SCREWS. SEE DETAIL ON SHT 2 VENTS (OPTIONAL) 60 SQ- IN OF VENT OPENINGS MAY BE LOCATED IN BOTTOMSECTION AS REQUIRED 631E001 08 07p1/07 BOM6: NONE ohm 07/31!07 @eat 6319.001 A - w o w n:0.WEDEI B 0 0020110A O. WEDEKIND 0 0 0 0 0 0 0 0 0° 0001,00 0 0 0 o ° p p o o o p o� o 0 0 ° °0 0 0 0 9'- o• MAX DOOR WIDTH INTERIOR ELEVATION RAOrNQ 1111• ITa1q N•10 MIL 1.111:01 JAMBS ME 02 DOUGLAS FIR OR BETTER WOOD JAMB SEE SHT 3 FOR ATTACHMENT TRACK BRACKET SEE DETAIL ON SHT2 HEXFEAD LAG SCREW (2) PER BRACKET. SEE DETAIL ON SHTa TRACK BOLT SEE DETAI. SHT2 WHIZ LOCK MJT TRACK ROLLER SEE DETAIL ON SHT2 TRACK SEE DETAIL ON BHT 2 HARDWARE PLATES SEE DETAIL ON SHT 3 TITLE: SPEC. WINDLOAD SHOWCASE / MASTERPIECE / TC200 NO. P -3305 nor 1 of 3 • ••• • • • • • • • • • •• • • ••• • • • • • • • • • • • • ••• • • • • • • • •• •• • • ••• • • • • • • •• • • • • • • • • • • • • • • • • • • ••• •• • • •• ••• • • ••• • • • • • • • i • •• • • • • •• • • • • • ••• • • • • • • • • • • • • • •• •• TOP FIXTURE / U-BAR DETAIL EDGE HINGE 1 U-BAR DETAIL CORNER BRACKET DETAIL STEEL U-BAR DETAIL 18 GA. (.049' MIN) GALVANIZED HIGH TENSILE STEEL 80 KSI MINIMUM YIELD END STILE SHEET METAL SCREW ANIL (6) RECD = �r SHEET END STILE METAL SCREW (4) RE END STILE CENTER HINGE / U -BAR DETAIL 4 _ j I . t IN TERIOR LOCK , DETAIL HARDWARE PLATE CENTER HINGE TRACK STRIKE PLATE 151C•4 1/rx.088 LOCK BAR TRACK BOLTNVHIZ NUT 5/16 -18 X 3/C (2) PER STRIKE PLATE 5B' MINIMUM DOORS TESTED PER TAS 202 FOR STATIC AIR PRESSURE TESTED PER TAS 201 AND TAS 203 FOR LARGE MISSILE IMPACT AND CYCLIC WIND PRESSURE DESIGN PRESSURE +52.01 -58.0 PSF LARGE MISSILE IMPACT RESISTANT TOP FIXTURE .086 GALV. STEEL 1.50 3' TRACK BRACKET .118 GALV STEEL 4' TRACK BRACKET .116 GALV. STEEL 0 0 1.50 CD i O` O4 CORNER BRACKET .086 GALV. STEEL OSSCAPTIOM CENTER HINGE .045 GALV. STEEL L 0 .43--r 0 � . �R 22 1.93 ROLLER CARRIER .086 GALV. STEEL ATTACHED TO TOP FIXTURE WITH (2) TRACK BOLTS AND WHIZ NUTS 0 .42 0 .52 OATS 4.53 TRACK ROLLER 0 .88 RETAINING NUT SCAUS NOW DAT& O7A1/DY eat 8242001 EDGE HINGE .086 GFLV.STEEL 1.00 z09 TRACK .088 GALV. STEEL SHEET METAL SCREW DRAM SY: o. WEDEKI D ammo •r. G. WEDEKIND 0 .59 0 0 0 1 NO. SW OTT OWEIAaI• aaaoi.A. 1.43 TRACK BOLT HEX HEAD LAG SCREW rmr: SPEC, WINDLOAD SHOWCASE / MASTERPIECE / TC200 18.50 JAMB ANGLE .078 GALV. STEEL r -- -- 13/4' NO. P -3305 1 .33 0 ) ) 0 5/1 eM�7 emir 2av 1 B •• ••• • • • • • • • • •• • • •• • • • • • •• ••• •• • ••• ••• • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • TYPICAL TRACK INSTALLATION • • • •• ••• • • • • • • •• SLIDE LOCK CASE .088 GALV. STEEL ASTRAGAL RETAINER .050 ALUMINUM II ��+1.50 1.50 JAM AND HEADER SEAL FOAMED PVC WITH FLEXIBLE PVC FLAP ASTRAGAL VINYL i =ja 013 G 0 o o 0 ocj 1850 MIN. HORIZONTAL TRACK ANGLE .086 GALV. STEEL HORIZONTAL ANGLE ATTACHED WITH 5/18" X 314" TRACK BOLT AND WHIZ NUT SECTION HEIGHT DOORS TESTED PER TAS 202 FOR STATIC AIR PRESSURE TESTED PER TAS 201 AND TAS 203 FOR LARGE MISSILE IMPACT AND CYCUC WIND PRESSURE DESIGN PRESSURE +52.0 / -58.0 PSF LARGE MISSILE IMPACT RESISTANT HARDWARE PLATE .055 GALV. STEEL RV/. 043 —+1 r--92 1.96 O / r 0 0 40 0 0 t0 0 0 1 0 r END STILE .043 GALV. STEEL 01001P1101I SECTION HEIGHT MAXIMUM ON CENTER SPACING ECO 1 DUE JAMB ATTACHA ENT NOTES 1. 1/4 DIAMETER ANCHORS REQUIRE 518" MIN. O.D. STEEL WASHER. 2. 5116" AND Sr DIAMETER FASTENERS REQUIRE TNT' MIN O.D. STEEL WASHER. 3. MAXIMUM POSITIVE LOAD PER JAMB = (W X52 PSF)/ 2 R 234 LBS PER FOOT 4. MAXIMUM NEGATIVE LOAD PER JAMB ■ (9' X SS PSF) /2 = 261 LBS PER FOOT. 5. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBUTY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTES 3 AND 4. NO LOAD FROM WIND APPLIED TO HORIZONTAL MEMBER FASTENERS TO CONTINUE PAST FIRST FASTENER 6" ABOVE THE FLOOR sum NONE ORMSBM G. WEDBEND OBI.O M D. WEDERIND OaTe0T/31/0t ECM 5242.001 278 02 DOUGLAS FIR OR BETTER WOOD BUCK. SEE — ``■ n " CHART FOR BUCK ATTACHMENT TO STRUCTURE 1144 61411TRIVIIII RPM P••I, L 1108 NO. P -3305 SPEC. WINDLOAD SHOWCASE 1 MASTERPIECE / TC200 f!•ET REV 3oPa B •• • • • • • •• • • PAMPER TYPE UMIMIA EMBEDMENT EMBEDMENT 2 tor DIAX3 lie LONG DWTAPCON 1314" 114' DR 3 VN LONG I1W'MACON 1 3W a 1 5,lr DA X 3 3W LONG SW TAPP.ON 2114 n 318' DI AX 3 UT POWER MUD ANCHOR 1 55 ate Dax31W POWER 97UDANOKA 1SW s11r MX 3 112 1 11'1' 511r DN.X 3192 1 U2" •• ••• • • • • • • • • •• • • •• • • • • • •• ••• •• • ••• ••• • • • • • • • • • • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • • • • TYPICAL TRACK INSTALLATION • • • •• ••• • • • • • • •• SLIDE LOCK CASE .088 GALV. STEEL ASTRAGAL RETAINER .050 ALUMINUM II ��+1.50 1.50 JAM AND HEADER SEAL FOAMED PVC WITH FLEXIBLE PVC FLAP ASTRAGAL VINYL i =ja 013 G 0 o o 0 ocj 1850 MIN. HORIZONTAL TRACK ANGLE .086 GALV. STEEL HORIZONTAL ANGLE ATTACHED WITH 5/18" X 314" TRACK BOLT AND WHIZ NUT SECTION HEIGHT DOORS TESTED PER TAS 202 FOR STATIC AIR PRESSURE TESTED PER TAS 201 AND TAS 203 FOR LARGE MISSILE IMPACT AND CYCUC WIND PRESSURE DESIGN PRESSURE +52.0 / -58.0 PSF LARGE MISSILE IMPACT RESISTANT HARDWARE PLATE .055 GALV. STEEL RV/. 043 —+1 r--92 1.96 O / r 0 0 40 0 0 t0 0 0 1 0 r END STILE .043 GALV. STEEL 01001P1101I SECTION HEIGHT MAXIMUM ON CENTER SPACING ECO 1 DUE JAMB ATTACHA ENT NOTES 1. 1/4 DIAMETER ANCHORS REQUIRE 518" MIN. O.D. STEEL WASHER. 2. 5116" AND Sr DIAMETER FASTENERS REQUIRE TNT' MIN O.D. STEEL WASHER. 3. MAXIMUM POSITIVE LOAD PER JAMB = (W X52 PSF)/ 2 R 234 LBS PER FOOT 4. MAXIMUM NEGATIVE LOAD PER JAMB ■ (9' X SS PSF) /2 = 261 LBS PER FOOT. 5. DESIGN OF THE SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBUTY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOADS LISTED IN NOTES 3 AND 4. NO LOAD FROM WIND APPLIED TO HORIZONTAL MEMBER FASTENERS TO CONTINUE PAST FIRST FASTENER 6" ABOVE THE FLOOR sum NONE ORMSBM G. WEDBEND OBI.O M D. WEDERIND OaTe0T/31/0t ECM 5242.001 278 02 DOUGLAS FIR OR BETTER WOOD BUCK. SEE — ``■ n " CHART FOR BUCK ATTACHMENT TO STRUCTURE 1144 61411TRIVIIII RPM P••I, L 1108 NO. P -3305 SPEC. WINDLOAD SHOWCASE 1 MASTERPIECE / TC200 f!•ET REV 3oPa B •• • • • • • •• • •