422 CROWN DR 2023-06-16 - Laserfiche WebLink

�i+� / STRUCTURAL NOTES accordance with the latest edition of the AISC"Specification for the Design,Fabrication, CODE: 2018 International Building Code(IBC) and Erection of Structural Steel for Buildings". o LIVE LOADS: All steel not embedded in concrete or masonry shall receive one shop coat of an approve. ? o primerpaint. All bolts shall be ASTM A-307 unless noted otherwise on theplans. Any4 a c N. H z' Existing Deck: 60 psf(1.5X Occupancy served) y to?) w Hot Tub per Manuf: 110 psf anchor bolts in pressure treated shall be triple galvanized. N o SPECIAL INSPECTION REQUIRED FOR: LATERAL LOADS: N/A w b ' Any epoxied connections to existing concrete a w o w FOUNDATION: Any welded connections. Soils Report Available: No MISCELLANEOUS: •• ••..k Design bearing pressure 1500 psf. Any Foundation elevations shown on the plans and sections are estimated. All footings shall bear on undisturbed earth or compacted fill and contractor shall verify all dimensions and conditions in the field. Verify the size an. shall extend to firm bearing when poor bearing is encountered at elevations shown. �, Compacted fill shall be well-graded granular fill with not more than 5%passinga#200 location of all openings in the floor,the roof, and the walls with architectural,mechanica b t\4-- The �t P o a sieve. Any structural fill shall be placed in eight-inch maximum loose lifts and and electrical drawings. Provide temporary bracing as required until all permanent ;a CI as compacted to 95%maximum connections and stiffeners have been installed. = pdry density as determined by the compaction procedure in S. ASTM D-1557. w ig 0 cd CONCRETE: No new concrete. w a 1 w ' STRUCTURAL LUMBER&TIMBER: E . FRAMING NOTES y All lumber shall be graded in accordance with current WWPA standard grading rules for = N t� Western lumber. Use the followingspecies and minimumC.l e� p grades unless noted- otherwise w on the plans: Deck Framing: X c Studs and Columns: DFL Standard Wall Plates& Screeds DFL Utility Provide 2X solid blocking for all joists at the supports. Toenail blocking to the bottom N plate with(2)12d at each side typical. Provide 1X3 or approved metal cross bridging at Joists&Rafters DFL#2 w CA Header&Flush Beams DFL#2 8'-0"maximum spacing. All beams not called out on the plan set shall be(2)2X12 ¢ t 4X Beams DFL#2 spiked together with 16d nails at 12"on center staggered. ? fi f-; 6X Beams DFL#1 > a Exterior Deck Bearing Wall Framing: ' In a All plywood shall be APA C-D interior grade with exterior glue and a minimum panel ID index of 42/20 for floors, 32/16 for the roof, and 16/0 for the walls. All wood framed bearing walls are 2X4 at 16"on center. All columns not called out on the plans shall be two studs. Spike laminated columns together with 16d nails at 16"on STRUCTURAL AND MISCELLANEOUS STEEL: center. Provide one layer of asphalt impregnated building paper(40#)at all contact G.t w cc„ surfaces between any wood and concrete or masonry. No soil to be in contact with any ,r, ti .t, Structural steel,ASTM A-36,Fb=24,000 psi.maximum. All pipe columns shall be wood surfaces. , ''sue /— . ASTM A53, Grade cc »B ,Fy 35,000 psi. All tube columns shall be ASTM A500, � 1' .'' Grade"B",Fy=46,000 psi. All welds shall be 3/16"minimum continuous fillet welds , ! ;t,/'_:� using AWS Class E70 electrodes unless otherwise noted. All welding shall be performed Qom, % ,7 by welders certified by WABO or equal. All fabrication and erection shall be in '` 1p 1,41.....