2127 WETMORE AVE 2017-09-25 - Laserfiche WebLink

BUILDING CODE: 2009 INTERNATIONAL BUILDING CODE 7. PROVIDE 3"x3"xO.229" WASHERS AT ALL ANCHOR BOLTS. 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL.SHALL OCCUR IN ADDITION.TO ANY OTHER SPECIFIC DETAIL CALLED OUT. FLOOR LOAD: 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS I/I G" _ UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE. 9. COORDINATE WITH MECHANICAL, PLUMBING;AND ELECTRICAL DEAD LOAD: 12 p5f PRE-DRILLED TO GO%OF THE NOMINAL DIAMETER OF THE LAG BOLT DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED �C N S LIVE LOAD: 40 p5f UNLESS OTHERWISE NOTED. FOR DUCTS, PIPES;PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE ROOF LOAD: 9, ALL 51LL PLATES SHALL BE`BOLTED TO THE FOUNDATION WITH 5/8" INCORPORATED IN STRUCTURAL WORK: U DEAD LOAD: 15 p5f. MINIMUM.DIAMETER BOLTS SPACED AT 48"O.C. MAXIMUM SPACING FLAT ROOF SNOW LOAD: 25 p5f (EMBED 7"MINIMUM INTO CONCRETE OR MASONRY):SPE PLANS AND 10. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER ` SNOW EXPOSURE FACTOR(Ce): 1.0 DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR: STANDARD DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, �_ o SNOW LOAD IMPORTANCE FACTOR(Is): 1.0 VENTS, DUCTS, PIPING,ETC. ALL SUSPENDED MECHANICAL o N THERMAL FACTOR(Ct): 1.0 10. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. N SHALL BE PRESSURE TREATED. (SEE NOTE I FOR MINIMUM GRADE N WIND DESIGN DATA: , INFORMATION) 1 I. ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO (/) j I��<t I. BASIC WIND SPEED: 85 MPH EXISTING CONDITIONS I5 GIVEN AS THE BEST PRESENT KNOWLEDGE <r .. 2. WIND IMPORTANCE FACTOR(1w): 1.0 1 1 FIELD-CUT ENDS, NOTCHES,AND DRILLED HOLE5 OF PRESSURE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL Q a I�¢ o BUILDING CATEGORY: II PRE5ERVATIVELY TREATED WOOD SHALL BE RETREATED INTHE FIELD IN CONDITIONS CONFLICT WITH THE DRAWINGS,THEY SHALL BE J o U " vi 3. WIND EXPOSURE: B ACCORDANCE WITH AWPA M4. IRC 320.3.I REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY w ao 5. INTERNAL PPE55URE COEFFICIENT: NA 12. 2X4 RAFTERS EXCEPT WHERE SPECIFICALLY DETAILED SHALL NOT NOT^BEDMADE OWITHOUT ON TO DETAILS OF CONSTRUCTION SHALL U) w°' 2 4. Kzt- 1.38 PRIOR WRITTEN APPROVAL OF THE' � Y¢M G. APPLICABLE WIND PRESSURE FOR SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP SOFFITS,OR ANYENGINEER. �` 3 0) COMPONENTS AND CLADDING:.NA OTHER ELEMENTS. 0 X o 3 12. ARCHITECTURAL AND MECHANICAL PLAN5 ARE CONSIDERED A p m 3 5E51MIC DE51GN DATA: 13. WIRE STAPLES MAY BE SUBSTITUTED FOR DIAPHRAGM AND PART OF THE STRUCTURAL DESIGN DRAWINGS AND ARE TO 13E USED p 0 >� I. SEISMIC IMPORTANCE FACTOR: I.0 5HEARWALL NAILING WHEN APPROVED BY THE STRUCTURAL ENGINEER.. w n TO DEFINE DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED N SEISMIC USE GROUP: i TO RELATIVE LOCATION OF MEMBERS, ELEVATIONS, DIMENSIONS 2. SPECTRAL RESPONSE ACCELERATION(Ss): 122.6 14. EXTERIOR STUD WALLS SHALL AND LOCATIONS O BE 2XG @ I G"O.C.. UNLESS.NOTED F ALL OPENINGS, ETC 4-1 w 3. SITE CLA55: D.(A55UMED) OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED. U z USING 294 @ I G"O.C. AT UPPER.TWO FLOORS AND EITHER 2XG @ I G" 0 5. SEISMIC DESIGN 4. SPECTRAL RESPONSE CATEGORY: D COEFFICIENTS((5m): 82.6% O.C. OR 3X4 @ I G"O.C. B +.� ELOWTQP.TWO FLOORS. STUD d NONBEARING.WALLS SHALL BE CONSTRUCTED USING 2X4 @ 24"O.C.. G. BASIC SEISMIC-FORCE-RESISTING SYSTEM:SHEARWALLS UNLESS NOTED OTHERWISE. SEE NOTE I FOR LUMBER GRADES OF 7. SEISMIC RESPONSE COEFFICIENT(C5): ,069 STUDS AND PLATES. 8.'RESPONSE MODIFICATION FACTOR(R, G.5 TRUSS PER PLA 9. ANALY515 PROCEDURE USED:EQUIVALENT LATERAL FORCE PROCEDURE 15. FRAMING ANCHORS FOP,JOISTS, PURLINS AND POSTS SHALL BE gd ® 6° 0/C INTO BLOCKIN SIMPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN FRAMING LUMBER WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH H1 CLIP 0 EAC z FASTENER TYPES(NAILS, BOLTS, ETC.), SIZES,,SND QUANTITIES AS TRUSS {24 O/C O 1. FRAMING LUMBER SHALL13EDOUGLAS FIR/LARCH NO.I FOR POSTS, SPECIFIED BY THE MANUFACTURER. MA BEAMS,AND HEADERS; HEM-FIR NO.2 FOR 2X AND 3X JOISTS,AND 1 G. ALL HEADERS SHALL BE 4X8 DF#2 UNLESS OTHERWISE NOTED ON f- j Q STUDS;AND HEM-FIR N0.2 .FOR ALL TOP AND BOTTOM PLATES(GRADES THE DRAWINGS VENTILATION MAY BE D Q N ARE TYPICAL UNLESS OTHERWISE NOTED ON PLANS). LUMBER TO BE 00 GRADE MARKED PER WCLIB SPECIFICATIONS: WALL PER PLAN - REQ'D AT BLOCKING. w 0) 17. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED FOR PLYWOOD USED IN 5HEAR PANELS. NAIL SHEATHING O Q VERIFY METHOD W/ Q � 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE I INTO EA MEMBER OF ENGINEER PRIOR TO SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS DOC PS L TOP PLATE CONSTRUCTION. BIRD Z OR P5 2.PROVIDE MINIMUM OF 3/8"EDGE DISTANCE ON ALL NAILS AND A GENERAL BLOCKING IS w 1- 178 ACCEPTABLE. O -D;: � EXPANSION JOINT BETWEEN ALL PANEL EDGES, MINIMUM SHEATHING w REQUIREMENTS ARE A5 FOLLOWS: 1. ALL MATERIALS AND.WORKMANSHIP SHALL CONFORM TO THEV)'� CONTRACT DRAWINGS. C i� A - N W ROOF SHEATHING TO BE 15/32"C-D INT-APA RATED PLYWOOD WITH \ N W EXTERIOR 2..DURINGTHE CONSTRUCTION PERIOD_ THE CONTRACTOR SHALL BE GON N. GLUE, P.L. 24/1 G(USE 5-PLY FOR PANELIZED ROOFS). NAILING IS-8d RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR Q` AT G INCHES SHALL PROVIDE ADEQUATE SHORING; BRACING AND GUYS IN ON CENTER AT PANEL EDGE5'AND 12 INCHES ON CENTER AT ACCORDANCE WITH ALL NATIONAL,STATE AND LOCAL SAFETY INTERMEDIATE ORDINANCES. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION. SUPPORTS UNLESS NOTEDOTHERWISE: 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. SCOV/� 5UB FLOORING TO BE 3/4'T*G C-D INT-APA RATED PLYWOOD WITH ANY DEVIATION MUST BE APPROVED BY 05HA PRIOR TO ERECTION. G � CT EXTERIOR _ h GLUE, P.I.48/24. GLUE AND NAIL WITH I Od AT G INCHES ON CENTER 4•,THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL -oO - CNSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND AT PANEL PROTECTION OF ADJACENT PROPERTY,STRUCTURES, STREETS AND EDGES AND 1 2 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. '$ ',tea 83 UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY 3. NAILING SHALL CONFORM TO TABLE 2304:9.1 OF THE INTERNATIONAL ORDINANCES. BUILDING CODE UNLESS NOTED OTHERWISE. es 5.THE CONTRACTOR SHALL Bxwx E RESPONSIBLE FOR COORDINATING THE S"IAL 02 2W Y 4: NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS.ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER Drawn B CHRIS ENGINEER. SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. Checked By:CHRIS Date: 11-07-13 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS G. SHOP DRAWINGS FOR PREFABRICATED TRUSSES AND MANUFACTURED UNLE55 SPECIFICALLY NOTED OTHERWISE. USE SOLID BLOCKING UNDER FLOOR JOISTS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW SDA JOB NO. PARTITIONS PERPENDICULAR TO JOISTS. PRIOR TO FABRICATION. 5.Q G. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED I G%FOR ALL 7. DRAWINGS.INDICATE GENERAL AND TYPICAL DETAILS OF STRUCTURAL STRUCTURAL MEMBERS. CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TQ DETAILS SHOWN, SIMILAR DETAILS NOTES OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE ENGINEER. I'