3407 GRAND AVE 2025-09-30 - Laserfiche WebLink

BUILDING CODE 2018 INTERNATIONAL BUILDING CODE FLOOR LOAD DEAD LOAD 12 psf LIVE LOAD: 40 psf ROOF LOAD DEAD LOAD: 15 psf r f FLAT ROOF SNOW LOAD: 25 psf SNOW EXPOSURE FACTOR (Ce): 1.1 SNOW LOAD IMPORTANCE FACTOR Is): 1.0 THERMAL FACTOR (Ct): 1.1 V) FOUNDATIONS a) 1. THE FOUNDATION DESIGN IS BASED 0 THE RECOMMENDATION IN THE INTERNATIONAL BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH CHAPTER 18 OF THIS CODE. U U) 2. THE FOUNDATION DESIGN IS BASED ON THE',.FOLLOWING VALUES: ALLOW. SOIL BEARING = 1500 PSF V) E SOIL FRICTION = •25 Q Q N o EQUIV. FLUID PRESSURES: to rn *ACTIVE PRESSURE = 35 PCF Y<M w PASSIVE PRESSURE = 150 PCF ui *(WALLS RESTRAINED AGAINST ROTATION SHALL BE DESIGNED FOR AN EQUIV. FLUID PRES RE OF 55 PCF). V) I3�w (D < Q two 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW,THE UNDISTURBED GROUND SURFA OR TO FROST DEPTH. ALL FOOTINGS o z ; SHALL BE FOUNDED ON COMPACTED FILL OR UNDISTURBED N oATURAL GRADE UNLESS OTHER E NOTED. raw oz ; a ; 4. COMPACTION: MATERIAL FOR FILLING AND BACKFILLING SHALL CONSIST OF THE EXCA TED MATERIAL AND/OR IMPORTED BORROW AND SHALL BE FREE OF ORGANIC MATTER, TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS HALL BE ADEQUATELY BRACED PRIOR TO +� BACKFILLING. FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS'NOT TO EXCEED 8 CHES THICK, PROPERLY MOISTENED TO 0 APPROXIMATE OPTIMUM REQUIREMENTS AND THOROUGHLY ROLLED OR COMPACTED WI APPROVED EQUIPMENT IN SUCH A MANNER AND i EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM POSSIBLE ENSITY AS DETERMINED BY ASTM D1557. HAND 41 TAMPERS SHALL WEIGH AT LEAST 50 POUNDS EACH AND SHALL HAVE A FACE A A NOT IN EXCESS OF 64 SQUARE INCHES. HAND (n TAMPERS MAY BE OPERATED EITHER MANUALLY OR MECHANICALLY AN SHALL USED WHERE LARGER POWER DRIVEN COMPACTION EQUIPMENT CANNOT BE USED. FILL OVER 12" DEEP SHALL COMPLY WITH GE CHNICAL REPORT. GLUED-LAMINATED TIMBER a W 1. ADHESIVE SHALL BE FOR WET USE. N 2. LAMINATIONS SHALL BE OF DOUGLAS FIR/WESTERN LARCH, COMBINATION 2 -V4 FOR SIMPLE SPAN BEAMS AND 24F-VB FOR CONTINUOUS MULTIPLE SPAN AND CANTILEVERED BEAMS, FABRICATED//N ACCOR ANCE WITH AITC A190.1 AND ASTM D 3737. > m 3. FABRICATION SHALL BE BY A LICENSED FABRICATOR; SHOP DRAWINGS SHALL SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR N TO FABRICATION. AITC CERTIFICATES OF INSPECTION ARE REQUIRE p FOR ALL MEMB S. g 4. GLULAM BEAMS EXPOSED TO WEATHER SHALL BE WOLMANIZP OR PRESSURE TREA D. cl FRAMING LUMBER 1. FRAMING LUMBER SHALL BE DOUGLAS FIR/LARCH NO.1 FOR POSTS, BEAMS, AND HEAD S; HEM-FIR NO.2 FOR 2X AND 3X JOISTS, AND STUDS; AND HEM-FIR NO.2 FOR ALL TOP AND BOTTOM PLATES (GRADES ARE TYPICAL U ESS OTHERWISE NOTED ON PLANS). LUMBER TO BE GRADE MARKED PER WCLIB SPECIFICATIONS. 2. STRUCTURAL SHEATHING SHALL BE APA RATED PLYWOOD, EXPOSURE 1 SHEATHING CONFOR G TO EITHER COMMERCIAL STANDARDS DOC PS 1 OR PS 2. PROVIDE MINIMUM OF 3/8" EDGE DISTANCE ON ALL NAILS AND A 1/8" EX NSION JOINT BETWEEN ALL PANEL EDGES. MINIMUM SHEATHING REQUIREMENTS ARE AS FOLLOWS: > w p ROOF SHEATHING TO BE 15/32" C-D INT-APA RATED PLYWOOD WITH EXTERIOR GLUE, P.I. 4/16 (USE 5-PLY FOR PANELIZED L�.I ¢rn ROOFS). NAIL WITH 8d NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT NTERMEDIATE SUPPORTS UNLESS I- 0 Q NOTED OTHERWISE. (n a SUB FLOORING TO BE 3/4" T&G C-D INT-APA RATED PLYWOOD WITH EXTERIOR GLUE, P.I. 48/2 . GLUE AND NAIL WITH 10d NAILS AT 6" ON CENTER AT PANEL EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS UNL S NOTED OTHERWISE. Lv r,oW Ld 3. NAILING SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE UNLESS NOTED OTHER SE. USE COMMON NAILS W M w THROUGHOUT UNLESS NOTED OTHERWISE. L.I 2 4. NO STRUCTURAL MEMBER SHALL BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED OR APPROVED IN WRITING;BY THE STRUCTURAL U ENGINEER. 5. USE DOUBLE JOISTS UNDER WALLS OR PARTITIONS PARALLEL TO JOISTS UNLESS SPECIFICALLY NOTED OTHERWISE. USE SOLID BLOCKING UNDER PARTITIONS PERPENDICULAR TO JOISTS. ♦S COV�,�,C 6. RIM JOIST ARE lY4" LSL OR 2x SOLID SAWN LUMBER AS MINIMUM. o 7. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 16% FOR ALL STRUCTURAL MEMBERS. a 8. PROVIDE 2X2 WASHERS UNDER HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. " 9. BOLT HOLES SHALL BE NOMINAL DIAMETER OF BOLT PLUS 1/16" UNLESS OTHERWISE NOTED. LAG BOLT PILOT HOLES SHALL BE FEB 09, 2023 PRE-DRILLED TO 60% OF THE NOMINAL DIAMETER OF THE LAG BOLT UNLESS OTHERWISE NOTED. 10. ALL SILL PLATES SHALL BE BOLTED TO THE FOUNDATION WITH 5/8" MINIMUM DIAMETER BOLTS SPACED AT 48" O.C. MAXIMUM Drawn By. C RL SPACING (EMBED 7"-MINIMUM INTO CONCRETE OR MASONRY). SEE PLANS AND DETAILS FOR SPECIFIC REQUIREMENTS WHERE OCCUR. Date: B CCC ate: 02-08-2023 11. ALL FRAMING LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. (SEE NOTE 1 FOR MINIMUM GRADE SDA JOB No. INFORMATION). ALL FOUNDATION BOLTS AND CONNECTORS MUST BE HEAVY GALVANIZED, OR Z-MAX COATING TO PROTECT FROM 9752 OXIDATION. 12. FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE PRESERVATIVE TREATED WOOD SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. IRC 317.1.1 STRUCTURAL 13. 2X4 RAFTERS EXCEPT WHERE SPECIFICALLY DETAILED SHALL NOT SUPPORT SUSPENDED CEILINGS, SPRINKLERS, DROP SOFFITS, OR ANY NOTES OTHER ELEMENTS. - 'O 14. WIRE STAPLES MAY BE SUBSTITUTED FOR DIAPHRAGM AND SHEARWALL NAILING WHEN APPROVED BY THE STRUCTURAL ENGINEER.