Laserfiche WebLink
(E) 2x6 SUB—PURLINS REVISED BY <br /> 0 24" <br /> NEW 2x6 JOIST ADJ TO NEW OR (E) ROOF <br /> (E) ROOF PLY SHTG (E) JOIST W/ "SIMPSON" JOIST — SEE PARTIAL <br /> STRUCTURAL NOTES 1/4"0 x 3 1/2' SDS ROOF FRAM PLAN <br /> SCREWS @ 12" z <br /> (STAGGERED) <br /> 1. GENERAL n <br /> A ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE <br /> SECTIONS OF THE CALIFORNIA BUILDING CODE (CBC) 2013 EDITION, AND L 3x3x 1/4 x 0'-6" mom <br /> ALL OTHER PUBLICATIONS LISTED. NEW 2x SOLID BLK CONN ANGLE W1 2— FOR CONN ANGLE w ui <br /> W1 2— 16d EA END 1/2"0 MB TO TRUSS SEE A <br /> mom uj Lo <br /> B ALL DRAWINGS SHALL BE READ IN CONJUNCTION WITH THE ARCHITECTURAL® J Z a LO <br /> MECHANICAL, ELECTRICAL, ALL CONTRACT DOCUMENTS AND SPECIFICATIONS. 52.1 <br /> 0 <br /> 0, DETAILS SHOWN ON THE STRUCTURAL DRAWINGS ARE TYPICALKITCHEN HOOD W/. SIMILAR mom <br /> DETAILS APPLY TO SIMILAR CONDITIONS. CONN BRACKET (BY 1 1/2" 5/8"0 THREADED ROD Z <br /> OTHERS) _FY�p + SEE /—A--\ W Lu <br /> D DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER SCALE ON THE PLANS, S�2.11 W _j <br /> SECTIONS AND DETAILS. DISCREPANCIES SHALL BE BROUGHT TO THE 5/8"0 THREADED ROD Z Lu < c) z r-, <br /> ATTENTION OF THE ARCHITECT IMMEDIATELY, < rz_ N <br /> W/ DBL NUT TOP 050) 0 <br /> E NOTES AND DETAILS ON 'THE DRAWINGS SHALL TAKE PRECEDENCE OVER BOT — CO—ORDINATE L 3x3x 1/4 DIAD X LL- I I <br /> GENERAL NOTES AND TYPICAL DETAILS. 0 Z ICTO 15 U-Ln) Lo <br /> W/ MEHC DRWGS BRACE W1 1/2"0 MB �< fl- T__ <br /> 4 <br /> u 1 0 <br /> TO TRUSS — SEE/ A <br /> F CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON ROOF S2,1 <br /> FRAMING MEMBERS, LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD. L 3x3x 1/4 DIAD V) <br /> UJI z Ld <br /> BRACE W/ 1/2-0 MB —�n 0 <br /> co 0 <br /> G ALL DETAIL CHANGES DESIRED SHALL BE SUBMITTED TO THE TO BLKG — CUT TOP Lu <br /> ARCHITECT/ENGINEER IN WRITING.. FLANGE & BEND AS <br /> SHOWN @ THREADED <br /> ROD <br /> KITCHEN HOOD W/ CONN Es <br /> 11. STRUCTURAL STEEL AND MISCELLANEOUS METALS BRACKET (BY OTHERS) <br /> A GENERAL: ALL WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED FOR ALL ITEMS NOT SHOWN <br /> ni <br /> IN ACCORDANCE WITH THE LATEST EDITION OF THE "WELDING CODE" OR NOTED SEE/—A—\ Zly <br /> (A.W.S 01.1--06}„ 2. <br /> v CA <br /> B MATERIALS: ------'IN OF C <br /> A SECTION AT KITCHEN HOOD B SECTION AT KITCHEN HOOD <br /> 1 STRUCTURAL STEEL — AS A36 (7z�" . — <br /> 2 STRUCTURAL TUBING — ASTM A500, GRADE 8 S2. 1 3/4" 1�- Olp S2. 1 3/4" 1 0-0" <br /> 3 STEEL. PIPE -- ASTM A53 <br /> 4 BASE PLATES AND CONNECTION PLATES — A36 uj <br /> 5 NUTS AND BOLTS — AS A307 Lu 0 <br /> a z <br /> 6 WELDING ROD — HEAVILY COATED, CONFORMING WITH A,W.S. <br /> "SPECIFICATION FOR ARC WELDING ELECTRODES" OF CLASSIFICATION <br /> NUMBERS SUITABLE TO THE WORK TO BE DONE. USE <br /> LOW—HYDROGEN ELECTRODES FOR WELDING OF REINFORCING BARS. <br /> U. <br /> III® - STRUCTURAL WOOD UL <br /> 0 <br /> A MATERIALS: 0 <br /> 1 FOUNDATION SILLS, NAILERS, AND LEDGERS IN DIRECT CONTACT WITH <br /> CONCRETE OR MASONRY AND WITHIN 6 FEET OF THE GROUND: <br /> PRESERVATIVE TREATED DF #1 OR BETTER. <br /> 2 ALL 4.x AND 6x POSTS AND COLUMNS. DF #1 OR BETTER. <br /> 3 ALL OTHER 6x MEMBERS: OF #1 OR BETTER <br /> 4 ALL OTI-fER 2x AND 4x FRAMING MEMBERS: DF #2 OR BETTER. ui <br /> 5 ALL 2x, 4x, AND 6x MEMBERS SHALL HAVE A MAXIMUM MOISTURE <br /> CONTENT OF 19% AT 'TIME OF "IN SERVICE USE". <br /> 6 PLYWOOD: EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE <br /> TRADEMARK OF THE APA. NOTE: THE PRESSURE TREATED SILL PLATES <br /> ARE CORROSIVE THEREFORE ALL PLYWOOD NAILING INTO THE PRESSURE <br /> TREATED SILL PLATES IS TO BE HOT DIPPED GALVANIZED. <br /> uj <br /> 6 MACHINE BOLTS AND LAG BOLTS: <br /> 1 BOLTS AND NUTS: ASTM A307 UJI <br /> 2 WASHERS: A STANDARD CUT WASHER SHALL BE PROVIDED AT EACH <br /> BOLT HEAD AND NUT PLACED NEXT TO WOOD. PROVIDE MALLEABLE <br /> IRON WASHERS (MIW) OR STEEL PLATE WASHERS WHERE INDICATED ON <br /> THE DRAWINGS. <br /> 3 BOLT HOLES: MAXIMUM 1/16" LARGER THAN BOLTS ACCURATELY <br /> LOCATED. OVERSIZED OR SLOTTED HOLES ARE NOT PERMITTED <br /> UNLESS SPECIFICALLY NOTED ON THE DRAWINGS, <br /> 4 LAG BOLTS: LEAD HOLES FOR THE THREADED PORTION SHALL BE 75% <br /> OF THE SHANK DIAMETER WITH A DEPTH EQUAL TO THE LENGTH OF <br /> THE BOLT, AND LEAD HOLE FOR THE UNTHREADED PORTION SHALL BE <br /> EQUAL TO THE DIAMETER AND LENGTH OF THE SHANK. z <br /> 5 ALL. BOLTS COMING IN CONTACT WITH THE PRESSURE TREATED SILL w <br /> PLATES ARE TO BE HOT DIPPED GALVANIZED. <br /> C NAILED JOINTS: COMMON WIRE NAILS OR SPIKES. FOR MINIMUM <br /> REQUIREMENTS REFER TO THE TYPICAL NAILING SCHEDULE. ALL NAILS <br /> COMING IN CONTACT WITH THE PRESSURE TREATED PLATES OR OTHER w <br /> PRESSURE 'TREATED MEMBERS ARE TO BE HOT DIPPED GALVANIZED. > <br /> D MISC. METAL CONNECTORS- ALL SHEET METAL CONNECTORS USED FOR <br /> CONNECTING STRUCTURAL WOOD MEMBERS SHALL HAVE CBC AND [CC 0 <br /> APPROVAL AND BE 'SIMPSON STRONG—TIE' CONNECTORS OR EQUAL <br /> APPROVED BY THE ENGINEER. ALL CONNECTORS SHALL BE GALVANIZED It <br /> OR PROVIDED WITH APPROVED CORROSION PROTECTIVE PAINT. ALL <br /> CONNECTORS OR FASTENERS USED THAT ARE TO BE IN CONTACT WITH 0. <br /> THE PRESSURE TREATED PLATES OR OTHER PRESSURE TREATED <br /> MEMBERS ARE TO BE "Z MAX" GALVANIZED. <br /> z <br /> z <br /> w <br /> DATE: DEC 2.014 <br /> SCALE: AS NOTED <br /> DRAWN: JH <br /> JOB: MIA007-14 <br /> SHEET: <br /> S201 <br />