3617 OAKES AVE 2022 Plans 2025-06-27

• ' • c STRUCTURAL NOTES 1 CODE: ASTM 185. WWF shall be lapped one crosswire plus two inches(i.e.,8"for 6X6 mesh). t,, Or 2018 International Building Code(IBC) Reinforcing placing drawings shall be prepared by a qualified detailer in accordance with V 1 tV the most current ACI detailing manual. Submit placing plans to the structural engineer of q (,LIVE LOADS: Stairs: 100 psf record prior to fabrication. Any Grade 60 steel requiring bends shall be shop bent only z (preheating is required). Cold field bending is allowed only for Grade 40 rebar. $a .. M w zz'• LATERAL LOADS: Wind: 85 mph,Exposure B. (110 mph LRFD);Kzt=1.00 g a h t 1# o Seismic: Ss=1.160;SI=.406 All ASTM A-615(Grade 60)rebar shall be welded according to the most current edition b o of the American Welding Society(AWS)D12.1-75,"Reinforcing Steel Welding Code". 3 �e FOUNDATION: Soils Report Available: NO tz Specifically,E90 electrodes shall be used,and the base metal shall be preheated to the a ' '`m .w off] M temperature specified in the above reference. No weld shall be made within six(6)bar pi Design bearing pressure for new spread footings is 1500 psf Any foundation elevations diameters of any bend. All welders must be WABO certified. shown on the plans and sections are estimated. All footings shall bear on undisturbed M earth or compacted fill and shall extend to firm bearing when poor bearing is encountered NEW STRUCTURAL LUMBER&TIMBER: at elevations shown. Compacted fill shall be well-graded granular fill with not more than v 5%passing a#200 sieve. My structural fill required shall be placed in eight-inch All lumber shall be graded in accordance with current WWPA standard grading rules for 0 maximum loose lifts and compacted to 95%maximum dry density as determined by the Western lumber. Use the following species and minimum grades unless noted otherwise 1:1 a a' compaction procedure in ASTM D-1557. on the plans: NEW CONCRETE: rim Si Studs and Columns: DFL Standard w Wall Plates&Screeds DFL Utility tR, • Unless noted otherwise on the plans,all new concrete f'c shall be 2500 psi at 28 days. Joists&Rafters DFL# Minimum of 5&1/2 sacks of cement per cubic yard of concrete,and a maximum of J iS z 6&3/4 gallons of water per 94-pound sack of cement. A standard mix designsatisfying Heaer Flush Beams DFL# fYing 6X Beams DFL# �l eil w the above minimum strength is also acceptable. Provide a mix design data to the 6X Beams DFL# p engineer for review and approval if a standard mix design is utilized. - o es N All plywood shall be APA C-D interior grade with exterior glue and a minimum panel ID U Add plastocrete or pozzolith in accordance with the manufacturer's recommendations to index of 42/20 for floors,32/16 for the roof,and 16/0 for the walls.all concrete except footings. Concrete protection for reinforcing: NEW STRUCTURAL AND MISCELLANEOUS STEEL CONNECTORS: }c Bottom of footings: 3" v 1 t Wall exposed to earth: 2" All fasteners shall be fasteners as supplied by the Simpson Strong-Tie Company as r- Wall exposed to weather: s&l/2" depicted in their most current hardware catalog. 0 y, Wall inside face: Slabs: 3�,•> ' ro Pe S All steel not embedded in concrete or masonry shall receive one shop coat of an approved g y A. y Beams and columns(to ties): 1&1/2" primer paint. All bolts shall be ASTM A-307 unless noted otherwise on the plans. f All concrete in footings and walls,slabs and beams shall be poured in a monolithic pour SPECIAL INSPECTION REQUIRED FOR(as a minimum) ' Iunless shown otherwise or approved by the structural engineer or record prior to pouring. � t P.'Al* Aluminum conduit and accessories shall not be embedded in any concrete. I. Any epoxied connections to existing concrete. • ..1 l 2. Reinforcing steel for new spread footingsprior to closingo forms andpour �+ ,� NEW REINFORCING STEEL: f g p .r g of fy, toy Deformed billet steel ASTM A-615,Grade 60,fs=24,000 psi unless noted otherwise on MISCELLANEOUS: it ,y_;- , the plans. Lap all splices a minimum of 40 bar diameters. Provide elbow bars at wall corners and intersections to splice horizontal bars. Provide two#5 bars around all The contractor shall verify all dimensions and conditions in the field. Verify the size and openings with a minimum dimension of eleven(11)inches or greater in walls and slabs. location of all openings in the floor,the roof,and the walls with architectural,mechanical ' Extend the bars 2'-0"beyond openings or as far as possible and hook. Provide one#5 X( and electrical drawings. Provide temporary bracing as required until all permanent ,t - 4'-0"center diagonal bar at corners. Any welded wire fabric(WWF)shall conform to connections and stiffeners have been installed. •