1013 RUCKER AVE 2023 Plans 2025-08-20

BUILDING CODE: G. SHOP DRAWINGS FOR PREFABRICATED TRUSSES AND MANUFACTURED FLOOR JOISTS 2021I INTERNATIONAL BUILDING CODE 7. PROVIDE 3"x3"x0.229" WASHERS AT ALL ANCHOR BOLTS. SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. 8. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS I/I G" 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE FLOOR LOAD: UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE DEAD LOA : I p,f PRE-DRILLED TO GO%a OF THE NOMINAL DIAMETER OF THE LAG BOLT CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO I �4 LIVE LOAD: 40 psf UNLESS OTHERWISE NOTED. DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO N $ REVIEW BY THE ENGINEER ROOF LOAD: 9. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" 5. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO DEAD LOAD: 15 psf MINIMUM DIAMETER BOLTS SPACED AT 48 O.C. MAXIMUM SPACING ANY OTHER SPECIFIC DETAIL CALLED OUT. 4) FLAT ROOF SNOW LOAD: 25 psf (EMBED 7" MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND SNOW EXPOSURE FACTOR (Cc): 1 .0 DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR. 9. COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR 51ZE SNOW LOAD IMPORTANCE FACTOR (Is): 1 .0 AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, PIPE SLEEVES, '- THERMAL FACTOR (Ct): 1 .0 10. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR U SHALL BE PRESSURE TREATED. (SEE NOTE I FOR MINIMUM GRADE OTHERWISE INCORPORATED IN STRUCTURAL WORK. O WIND DESIGN DATA: INFORMATION) U) 1 . BASIC WIND SPEED: 85 MPH 10. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD DETAILS FOR w r- rn 2. WIND IMPORTANCE FACTOR (Iw): 1 .0 1 1 . FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, ETC. ALL SUSPENDED Q 1 o o. BUILDING CATEGORY: II PRE5ERVATIVELY TREATED WOOD SHALL BE RETREATED IN THE FIELD IN MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED. r 6 v 3. WIND EXPOSURE: B ACCORDANCE WITH AWPA M4. IRC 320.3. 1 Y N n v 4. Kzt= 1 .37 1 1 . ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS U °h N 5. INTERNAL PRESSURE COEFFICIENT: NA 12. 2X4 RAFTERS EXCEPT WHERE SPECIFICALLY DETAILED SHALL NOT 15 GIVEN AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. I) D G. APPLICABLE WIND PRESSURE FOR SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP SOFFITS, OR ANY WHERE ACTUAL CONDITIONS CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED COMPONENTS AND CLADDING: NA OTHER ELEMENTS. TO THE ENGINEER 50 THAT THE PROPER REVISIONS MAY BE MADE. MODIFICATION TO o Z 3 DETAILS OF CONSTRUCTION SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL 00 3 SESIMIC DESIGN DATA: 13. WIRE STAPLES MAY BE SUBSTITUTED FOR DIAPHRAGM AND OF THE ENGINEER. - 5HEARWALL NAILING WHEN APPROVED BY THE STRUCTURAL ENGINEER. w I . SEISMIC IMPORTANCE FACTOR: 1 .0 SEISMIC USE GROUP: I 14. EXTERIOR STUD WALLS SHALL BE 2XG @ I G" O.C.. UNLESS NOTED 12. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF THE -+J 2. SPECTRAL RESPONSE ACCELERATION (55): 1 21 .0% OTHERWISE. INTERIOR STUD BEARING WALLS SHALL BE CONSTRUCTED STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE DETAIL 3. 51TE CLASS: D (ASSUMED) USING 2X4 @ I G" O.C. AT UPPER TWO FLOORS AND EITHER 2XG @ I G" CONFIGUR.ATION5 INCLUDING; BUT NOT LIMITED TO RELATIVE LOCATION OF MEMBERS U 4. SPECTRAL RESPONSE COEFFICIENTS 9G.8% ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL OPENINGS, ETC (Sos): O.C. OR 3X4 @ 1 G" O.C. BELOW TOP TWO FLOORS. STUD 5. SEISMIC DESIGN CATEGORY. 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 C� 7. SEISMIC RESPONSE COEFFICIENT (Cs), . 149 STUDS AND PLATES. 8. RESPONSE MODIFICATION FACI"OR (R.): G.5 9. ANALY515 PROCEDURE USED: EQU`VALENT LATERAL FORCE PROCEDURE 15. FRAMING ANCHORS FOR .JOISTS, PUKLIN5 AND POSTS SHALL BE SIMPSON, OR APPROVED EQUAL. APPROVAL MUST BE OBTAINED IN C FRAMING LUMBAR WRITING PRIOR TO INSTALLATION. FILL ALL FASTENER HOLES WITH FASTENER TYPES (NAILS, BOLTS, ETC.), SIZES, AND QUANTITIES AS K (n LLI O SPECIFIED BY THE MANUFACTURER. LLI > N I . FRAMING LUMBER SHALL B R E DOUGLAS FIR/LARCH NO. I FOP, POSTS, � BEAMS, AND HEADERS; HEM-FIR NO,2 FOR 2X AND 3X JOISTS, AND I G. ALL HEADER5 SHALL BE 4X8 DF#2 UNLE55 OTHERWISE NOTED ON I- Q 00 STUDS; AND HEM-FIR NO.2 FOR ALL TOP AND BOTTOM PLATES (GRADES THE DRAWINGS B ARE TYPICAL UNLE55 OTHERWISE NOTED ON PLANS). LUMBER TO BE L1J GRADE MARKED PER WCLIB SPECIFICATIONS. 17. OSB OF EQUAL OR GREATER THICKNESS MAY BE SUBSTITUTED 0- W Q FOR PLYWOOD USED IN SHEAR PANELS. 0 Lj 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1 SHEATHING CONFORMING TO EITHER COMMERCIAL STANDARDS DOC P5 I GENERAL U OR PS 2. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND A 1/8" EXPANSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING 1 . ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE �-- REQUIREMENTS ARE AS FOLLOWS: CONTRACT DRAWINGS. G z LLW H � ROOF SHEATHING TO BE 15/32" C-D INT-APA RATED PLYWOOD WITH 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR L1J EXTERIOR GLUE, P.I. 24/1 G (USE 5-PLY FOR PANELIZED ROOFS). NAILING 15 SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE T ' : W 0 . . Sd AT G INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER •; CONTRACTOR SHALL PROVIDE ADEQUATE SHORING BRACING • -� • ...• is�.: .•..•••�f.. .'••� •' '•. .•'. �.•• :�•. �•• �'•'•.. ��•. � AT INTERMEDIATE SUPPORTS UNLESS NOTEDOTHERWISE. AND GUYS IN ACCORDANCE WITH ALL NATIONAL, STATE AND ' •. ... Li LOCAL SAFETY ORDINANCES. ANY DEVIATION MUST BE } •' =• SUB FLOORING TO BE 3/4" Tt-G C-D INT-APA RATED PLYWOOD WITH APPROVED PRIOR TO ERECTION. : i =• s: ': • " •• ' •''' - •' '-•' •'. '•:• - EXTERIOR GLUE, P.I. 48/24. GLUE AND NAIL WITH I Od AT G INCHES ON 44 NOV 2023 CENTER AT PANEL EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA SUPPORTS. STANDARDS. ANY DEVIATION MUST BE APPROVED BY 05HA PRIOR TO ERECTION. (Z) DOUBLE TOP PLATE W/ EDGE NAILING QG HOLDOWN PER SCHEDULE 5 Covj� 3. NAILING SHALL CONFORM TO TABLE 2304.9. 1 OF THE INTERNATIONAL 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL (STAGGER) AND PLAN (HDQ8-SDS3 ��of WASy�C� BUILDING CODE UNLESS NOTED OTHERWISE. CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING ® SHEARWALL EDGE NAILING AT ALL PANEL SHOWN) EDGES. BLOCKING AT ALL PANEL EDGES 2 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED ONLE55 AND PROTECTION OF ADJACENT PROPERTY STRUCTURES COORDINATE ALL STUD STREETS AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, WHERE APPLICABLE. AND PLATE SIZES w/ I SPECIFICALLY DETAILED OR APPROVED IN WRITING BY THE STRUCTURAL 3438 ENGINEER. STATE AND LOCAL SAFETY ORDINANCES. Q EDGE NAILING TO HOLOOWN POST (FULL SHEARWALL SCHEDULE �cr 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HEIGHT) STAGGER INTO DOUBLE STUDS REQUIREMENTS y 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK 0 STUDS ® 16" ON CENTER Q EDGE NAILING TO POSTS, UNLESS SPECIFICALLY NOTED OTHERWISE. USE SOLID BLOCKING UNDER ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE PRESSURE TREATED SILL PLATE WITH TRIM STUDS, AND KING Drawn By. CHRIS PARTITIONS PERPENDICULAR TO JOISTS. ATTENTION OF THE ENGINEER AND BE RESOLVED BEFORE EDGE NAILING AND ANCHOR BOLTS PER STUDS Checked By. CHRIS PROCEEDING WITH THE WORK. SHEARWALL SCHEDULE. ® BEARING STUD FOR Date: 11-03-23 G. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED I G% FOR ALL STOP PLATE SPLICE NAILING TO BE (8) 16d HEADER STRUCTURAL MEMBERS. SINKERS (MIN). LAP 48" MINIMUM. SDA JOB NO. CENTER SPLICE ON STUD. 9 8 43 A STQ . SHEAR WALK E�EVATI ON W 0 RIM STRUCTURAL NOTES S - 1 . 0