Laserfiche WebLink
6 <br />5 <br />51 <br />3 <br />2 <br />1H <br />�o <br />In <br />In <br />N <br />rn <br />r-q <br />0 <br />N <br />0 <br />rn <br />I <br />rn <br />E <br />III <br />C <br />0 <br />LJ <br />M <br />Cr <br />M <br />al <br />Q <br />0) <br />O <br />r- <br />Q1 <br />O <br />a" <br />LA <br />�I <br />a <br />I <br />LLU <br />L <br />I <br />L <br />al <br />W <br />C_ <br />l7 <br />C0 <br />M <br />cD <br />Q <br />J <br />LL <br />fA <br />r <br />L <br />s <br />a <br />al <br />N <br />W <br />0 <br />IIo <br />t <br />ar <br />0 <br />L <br />a <br />W <br />0 <br />N <br />E <br />f0 <br />N <br />c <br />s <br />0 <br />i <br />X <br />0 <br />.0 <br />a <br />0 <br />0 <br />/ <br />C <br />Y <br />L <br />a) <br />CA <br />LAG SCREW <br />(TYPICAL, FOUR <br />TOTAL PER BRACKET) <br />CURB <br />, <br />___r <br />2 <br />SF� <br />NO�Fa <br />3.5 & 10 TON RTU <br />ROOF <br />Vv <br />RTU __ BRACKET <br />SFF \ <br />4bTFt? <br />MCRTU0303 <br />NOTES: 20 TON RTU <br />1. CONSTRUCT BRACKET OF GALVANIZED STEEL OF THICKNESS AS REQUIRED <br />TO WITHSTAND WIND SPEED OF 110 MPH. INSTALL ONE BRACKET PER SIDE <br />OF UNIT AS RECOMMENDED BY RTU MANUFACTURER. <br />2. COORDINATE WIDTH WITH WIDTH OF ROOF CURB. <br />3. COORDINATE WIDTH AS REQUIRED TO FIT BELOW RTU SUPPORT BASE <br />AS SHOWN. <br />4. VERTICAL DIMENSIONS SHOWN FOR BRACKETS ARE MINIMUM REQUIREMENTS. <br />COORDINATE DIMENSIONS WITH EQUIPMENT PROVIDED AND AS REQUIRED <br />TO MEET SPECIFIED WIND LOAD. <br />HURRICANE SUPPORT BRACKET <br />12" = V-0" <br />MECHANICAL ROOF PLAN <br />1/4" = 1'-0" <br />O <br />PROVIDE 1"X1/8" STEEL STRAP AT ALL CORNERS <br />& NOT TO EXCEED 4'-0" O/C EACH ANCHORED W/ <br />4 #12 BY 3" LONG GALV. SCREWS TO ROOF <br />CURB & W/ 4 #12 BY 1" LONG SCREWS TO RTU. <br />THROUGH BOLT RTU TO CURB WITH 3/8" / <br />BOLTS, ONE AT EACH CORNER. <br />8" <br />THYBAR CURB: NRCA APPROVED, 16 MIN. <br />GAUGE, SQUARE WITHIN 1/8" ON <br />DIAGONAL MEASUREMENT, WITH A <br />MINIMUM OF 8" ABOVE TOP OF ROOF <br />AND NOA DOCUMENTATION, WHEN IN <br />DOUBT PROVIDE 18" OR GREATER <br />CURB. <br />�y1�M <br />STRUCTURAL STEEL JOIST <br />ROOF CURB DETAIL <br />N.T.S. <br />GASKET AND SILICONE <br />SEALING <br />PRESSURE -TREATED <br />WOOD NAILER STRIP <br />COUNTER FLASHING STRIP <br />1" RIGID INSULATION <br />3" CANT STRIP <br />ROOFING MEMBRANE <br />SIPS ROOF <br />PROVIDE 4X4X1/4" ANGLES WELDED <br />BETWEEN BAR JOIST FOR THROUGH <br />BOLTING ROOF CURB. USE 3/8" <br />GALV. STEEL BOLTS SPACED 1 BOLT <br />AT EACH CORNER AND 1 BOLT AT <br />MID POINT OR 2 FT O.C. MAX. <br />Daze; <br />106 N 37TH STREET, SUITE C <br />ROGERS, ARKANSAS 72756 <br />W W W. BATESARCH ITECTS.COM <br />TEL: 479.633.8165 <br />Copyright 2016 Bates & Associates, Architects <br />IF, Drawings and Specifications as instruments of service are and shall remain <br />the property of the Architect. They are not to be used on other projects or <br />extensions to this project except by agreement in writing and with <br />appropriate compensation to the Architect. <br />Contractor is responsible for confirming and correlating dimensions at job <br />site; the Architect will not be responsible for construction means, methods, <br />techniques, sequences or procedures, or for safety precautions and <br />programs in connection with the project. <br />SITE/STORE #: <br />1037728 <br />CONSTRUCTION MANAGER <br />CREIGHTON CONST. & MGMT <br />900 SW PINE ISLAND ROAD, SUITE 202, <br />CAPE CORAL, FL 33991 <br />DEVELOPER CONTACT <br />TENANT <br />7-ELEVEN INC. <br />1722 ROUTH ST. SUITE 1000 DALLAS, TX 75201 <br />DANIELTUBB <br />STRUCTURAL CONSULTANT <br />ARCH CONSULTING ENGINEERS <br />510 S CONGRESS SUITE B-100 AUSTIN, TX 78704 <br />JUSTIN BILLODEAU <br />MEP CONSULTANT <br />WALTER J. FITZGERALD, P.E. 24636 <br />2566 NEBRASKA AVE. APT 443 <br />PALM HARBOR, FL 34684 PH (813) 785-7526 <br />IC <br />N <br />Claaaaaa <br />c <br />N <br />UJ <br />W <br />o <br />T <br />� <br />U <br />O <br />O <br />� <br />� <br />J <br />M <br />~ <br />W <br />U) <br />z <br />O� <br />z <br />W <br />i <br />O <br />o <br />Q <br />W <br />� <br />= <br />0Q <br />o� <br />cc <br />z <br />� <br />o <br />J06 <br />WC) <br />T <br />>_ <br />(L <br />O <br />�- <br />— <br />z <br />W <br />> <br />N <br />= <br />U <br />= <br />W <br />U) <br />fr <br />o <br />C) <br />1F1F11 <br />'on <br />1 F I <br />B <br />.� <br />9 <br />'gip <br />V No.2463�j <br />O3 �3/�zv/6 <br />Architect Name - RYAN M FAUST <br />Architect Number - AR97905 <br />THE SEAL AND SIGNATURE APPLY ONLY TO THE DOCUMENT TO WHICH <br />THEY ARE AFFIXED AND WE EXPRESSLY DISCLAIM ANY RESPONSIBILITY FOR <br />ALL OTHER PLANS, SPECIFICATIONS, ESTIMATES, REPORTS OR OTHER <br />DOCUMENTS OR INSTRUMENTS RELATING TO OR INTENDED TO BE USED <br />FOR ANY PART OR PARTS OF THE PROJECT. <br />REVISIONS <br />NO. DATE I DESCRIPTION <br />A PROJECT NUMBER: <br />16-021 <br />RELEASE DATE: 03/31/2016 <br />MECHANICAL ROOF <br />PLAN <br />L' <br />6 <br />5 <br />0 <br />V <br />2 <br />1 <br />