10811 1ST DR SE 2020-06-03 - Laserfiche WebLink

BUILDING CODE GENERAL ` 2015 INTERNATIONAL BUILDING CODE .ALL MATERIALS AND WORKMANSHIP SHALL CONFORM �' S ROOF LOAD TO THE CONTRACT DRAWINGS. y� N w4 DEAD LOAD: 15 psf I $ FLAT ROOF SNOW LOAD: 25p5f 2. DURING THE CONSTRUCTION PERIOD TI-IE CONTRACTOR " SNOW EXPOSURE FACTOR(Ce): 1.1 SHALL BE RESPONSIBLE FOR THE SAFETY OF THE SNOW LOAD IMPORTANCE FACTOR(15): 1.0 BUILDING. THE CONTRACTOR SHALL PROVIDE ADEQUATE THERMAL FACTOR(Ct): I. SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL,STATE AND LOCAL SAFETY ORDINANCES. ANY FRAMING LUMBER DEVIATION MUST BE APPROVED PRIOR TO ERECTION. o I. FRAMING LUMBER SHALL BE HEM-FIR NO. 2. GRADES 3.ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA 0 (Ni ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS. STANDARDS. ANY DEVIATION MUST BE APPROVED BY 0 LUMBER TO BE GRADE MARKED PER WCLID cw SPECIFICATIONS. 051-IA PRIOR TO ERECTION. N Q 2. STRUCTURAL SHEATHING SHALL BE APA RATED 4.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR `�o ix o ALL CONSTRUCTION PROCEDURES INCLUDING LAGGING, PLYWOOD, EXPOSURE I SHEATHING.CONFORMING TO ¢ o EITHER COMMERCIAL STANDARDS P51-83,APA PRP-108, SHORING AND PROTECTION OF ADJACENT PROPERTY, OR VOLUNTARY PRODUCT STANDARD PSE-92. PROVIDE A STRUCTURES,STREETS AND UTILITIES IN ACCORDANCE U? w Q MINIMUM OF 3/8"EDGE DISTANCE ON ALL NAILS AND%e' WITH ALL NATIONAL,STATE AND LOCAL SAFETY v 3 EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM ORDINANCES. M o SHEATHING REQUIREMENTS ARE AS FOLLOWS: 0 u o m ROOF SHEATHING TO BE 15/3Z'INT APA RATED 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR o `v 3 PLYWOOD OROORDINATING THE WORK OF ALL TRADES AND SHALL —. o >M /16'OSB WITH EXTERIOR GLUE, P.I.PI: M 3 24/O. NAI!WITH 8d NAILS AT 6"ON CENTER AT CHECK ALL DIMENSIONS.ALL DISCREPANCIES SHALL BE 0 PANEL EDGES AND 12"ON CENTER AT INTERMEDIATE CALLED TO THE ATTENTION OF THE ENGINEER AND BE cv D MEMBERS: RESOLVED BEFORE PROCEEDING WITH THE WORK. , G.SHOP DRAWINGS FOR PREFABRICATED TRUSSES AND 0 o 3. NAILING SHALL CONFORM TO TABLE 2304.9.I OF THE MANUFACTURED FLOOR JOISTS SHALL BE SUBMITTED TO L.. 0 INTERNATIONAL BUILDING CODE UNLESS NOTED THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. OTHERWITH RW1 E COMMON NAILS THROUGHOUT UNLESS 7.`DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF NOTED OTHERWISE. CONSTRUCTION. WHERE CONDITIONS ARE NOT 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING c TO DETAILS SHOWN,SIMILAR DETAILS OF CONSTRUCTION BY THE STRUCTURAL ENGINEER. SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. 5BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT . 8.ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL L1_i CO PLUS'1#1G "GUNLESS NOTED OTHERWISE. LAG BOLT PILOT SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC .(n N HOLES.SHALL BE PRE-DRILLED TO GO%OF THE NOMINAL DETAIL CALLED OUT. LLJ DIAMETER OF THE LAG BOLT UNLESS NOTED OTHERWISE. 9.'COORDINATE WITH MECHANICAL, PLUMBING,AND = 0 Q G. CONTACT THIS OFFICE PRIOR TO MAKING ANY CHANGES ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL TO THESE DETAILS OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, 0 ELECTRICAL CONDUITS,AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. LLI I-- 0 10. PROVIDE OPENINGS AND SUPPORTS,AS REQUIRED N PER STANDARD DETAILS FOR HEATERS, MECHANICAL 00 C EQUIPMENT,VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED —j CO MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY U 0 LLJ BRACED. Lii cowry s. of"^sbG0,6'. ti. \ JUN 252016 Drawn By CHRIS Checked By:CHRIS Date: 06-25-18 SDA JOB NO. 8447 STRUCTURAL I z s- 1 '0