5510 OCEAN AVE 2017-09-08 - Laserfiche WebLink

STRUCTURAL NOTES Code WALL BRACIC PANEL SCHEDULE 2012 IN1QNP11or � ZyIYJGNfIPt God Face nail double top plate with 1-10J at ZR' O.C. and lap minimum 2:-0" at joints and provide 6-16d 4' O.C. each side of joint. Face A. Plywootl /OSB 6d nail 6' 0.C. (edges) nail bottom plate.to wood below with 1 16d at 1fo O.C. Bolt bottom 3/8' x 4' x 8' 12' O.C. (field) Loads plate to-concrete below with 1/2' diameter at(P`0'O.C.with a bolt within 12" of ends of plate. Provide full blocking for columns B. GWB- 1/2' x 8' x 8' Sd cooler /wallboard nails Roof 25 PSF LL 15 PSF DL through floors to supports below. All Interior partitions sheathed (One face) •7'O.C. Floor 40 PSF LL 10 PSF DL with 1/2" gypsum wallboard are to be nailed with 5d cooler nails Deck 60 PSF LL 10 PSF DL at 7' O.C. to framed panel edges and Intermediate supports. Refer C. GMB- 1/2' x 4' x 8' Sd cooler /wallboard nails Basic wind Speed 051PH to architectural drawings for size and location of vents and (Two faces) •7'O.C. throughout Seismic Zone p 2 skylights and roof slopes. Nailing not otherwise called shall be in accordance with IR(,Nailing Schedule, Table D. Structural Panel Siding Corrosion-resisitant 6d nails Foundation and Slab-on-Grade 3/8' x 4' x 8' • 6' O.C. (edges) Footings to bear on undisturbed earth or structural fill of 15Gt�-PSH(assumed Trusses •12' O.C. (field) minimum bearing capacity at minimum depth below adjacent exterior grade Pre-manufactured trusses to be designed for loads and conditions E. One-story alt. brace panel Nailing 8d • 6"O.C. (edges) of 1'-6'. Foundation backfill shall be well-compacted, clean granular shown on these drawings antl in accordance with the specifications 3/8" x 2'-8' x 10' or less •12"O.C. (field) fill, containing no more than 51 by weight of fines (passing no. 200 of the manufacturer. Design, fabrication and erection shall conform Blocking required at all edges. slave) and should be compacted in maximum 8' loose thickness lifts to to the latest standards of the manufacturer and the IP-6 )Zyjo2.l,?. Anchor bolts - (2) placed at at least 95%of maximum dry density at optimum moisture content as Design shall be stamped and signed quarter points. determined by ASTM D-1557. Soll beneath slab-on-grade shall be by a structural engineer licensed In the State of Washington. Holdowns - 1800"at each end, compacted to at least 90%of maximum dry density at optimum moisture Trusses shall have adequate bridging and blocking as required. Submit content as determined by ASTM D 1557. Backfill behind all walls with shop drawings with calculations to the Owner and permitting agency for F. Two story alt. brace panel Nailing 8d• "O.C. ledges) wall draining, granular fill material, and provide for sub-surface review prior to fabrication. 3/8" x 2'-8" x 10' or less •12"O.C. (field) drainage. All footings to center below centerline of columns or walls Plywood or OSB (Two faces) Blocking required at all edges. above. Place 4' slab-on-grade over 6 mil (black) vapor barrier over General Anchor bolts - (3) placed at 4" compacted gravel. Reinforce slab with 6x6 W1.4 x W1.4, centered. fifth points. °rovide construction or control joints in slabs-on-grade to break up Contractor shall verify all dimensions and conditions before Holdowns - 3000"at each end. slab Into rectangular areas not to exceed 400 SF or 20 feet in any proceeding with the work. Any variations from these drawings shall be direction. Joint locations shall be approved by the Owner. brought to the attention of the Owner. The Contractor is responsible General Notes: for erection stability and temporary shoring as necessary until Concrete permanent support and stiffening are installed. 1. Braced wall panel sole plates nailed to floor and top plates shall be anchored to framing above. All concrete to be mixed, proportioned, conveyed and placed in - Any proposed field changes must have written approval from the Owner. 2. Where joists are perpendicular to braced wall lines, provide blocking under and accordance with Section 94o1,2of the ffw and the American Concrete Contractor-Initiated changes shall be submitted In writing to the and in line with braced wall panels. Institute's Specification for Structural Steel Concrete for Buildings Owner for approval prior to fabrication or construction. (ACI 301). F'c - 2500 PSI at 28 days. Concrete cover on reinforcing steel shall be as follows: - Concrete cast against &permanently exposed to earth 3" ENERGY NOTES Concrete exposed to the earth or weather 1 1/2' -. - Concrete not exposed to the earth or weather 3/4' General Provisions; Embed anchor bolts a minimum of 7' Into concrete and hook. Provide 5Y 1. Mechanical sot exhaust ventilation, tlucttl to the exterior, is air entrainment in all concrete subject to freezing after curing. All p concrete shall poured monolithically unless shown otherwise. required in all bathrooms (50CFM) and kitchens (100CFM)anrA laundry roonvs C50--A) Backdraftdampers are required. J->p� R012. Wa li Reinforcing Steel 2. Outside air is required to be supplied into the conditioned space. See ventilation requirements. Reinforcing steel shall be deformed billet steel conforming to ASTM 3. All structural softwood plywood, particleboard, waferboard and A615, grade 40, Fy - 40,000 PSI. Unless otherwise noted, lengths of oriented strand boards "Exposure I' or "Exterior". laps shall be 26' and embedment shall be 15'. 4. Water heater storage tanks labeled as meeting ASHIAE standard 90A- 1980 or insulated to R-16. Provide elbow bars to lap horizontal bars at corners and 5. Water heater storage tank must be placed on an R-10 pad if intersections. All hooks shall be 'standard' in accordance with ACI located over uninsulated or concrete floors. 318. Welded wire fabric (WWF) shall be cold-drawn wire conforming 6. Insulate hot and cold water pipes to R-3 in unheated areas. ASTM A-185, Fyy -60,000 PSI. Supply in sheets, no rolls. Lap welded 7. Shower regulations to limit hot water discharge to 675 GPA). wire fabric 12splices. Reinforce around wall openings greater than 8• Heating ducts must be insulated to R-11. 16" in either direction with 2-'S each side full-height. 2-"5 top and 9• Woodstoves and fireplaces have tightfitting doors. bottom and 1-15 x 4'-0" diagonal at each corner. Extend bars 2'-0" 10. Woodstoves and fireplaces have outside combustion air ducted beyond opening. If 2'-0" is not available, extend as far as possible to the ftrebox, with an accessible damper. (Min. 6 sq. in. and hook. Hook tops and bottoms of all vertical reinforcing net free vent area) Interrupted by openings. Anchor Dolts to conform to ASTM A307. 11. Fireplaces have tight-fitting flue dampers. 12. All gas or off combustion appliances have direct vent or Timber Connections forced draft venting. 13. Recessedlights are I.C. rated, double wall can lights. Connectors called out by letters and numbers shall be "Strong-Tie" by 14. 6 mil (black) vIsqueen ground cover in drawl space. Simpson Company, as specified in their latest catalog, or approved AIR SEALING equal. Provide number and size of fasteners as specified by manufacturer. Connectors are to be Installed in accordance with 1. All,plumbing. electrical and HVAC penetrations In floors, manufacturer's recommendations. Where connector straps connect two p e members, place one-half of the nails or bolts in each member. All nails walls and ceilings are caulked and sealed. to be common. All shims shall be seasoned and dried and the same grade 2• Where penetrations need a fire stop, discuss with your (minimum) as members connected. All joists are to be connected to flush building department. beams with LU series joist hangers. All double-jolst beams are to be 3. Electrical outlet and light switch boxes on exterior walls connected to flush beams with Hi1210-2. All triple-joist beams are to must be sealed at the back of the receptacle or sealed with be connected to flush beams with H#1210-37. faceplate gaskets. 4. Seal rim joist between heated floor or use a product like Lumber "Tyvek"on exterior. MAPA rt!d) 5. Vapor barrier may be either face stapled batts, 4 mil All lumber is to be in accordance with WWPA�grading rules. Lumber to visqueen or a vapor barrier paint. be Doug-Fir (KD 15), unless noted otherwise. Light framing to be INSLLATION: Hem-Fir. Roof sheathing shall be 1/2'COX plywood with exterior glue (ppanel 1. Faced batts are lapped and face stapled at framing members. Index 24/0), or 7/16'OSB. Floor sheathing shall De 3/4"C-D T&G(,^ aced) 2. All exterior wall cavities are filled with uncompressed plywood with exterior glue (panel Index 36116) or 3/4' T&G OSB. Wall insulation, including all cavities isolated during framing. sheathing shall be 1/2" C-D plywood with exter for glue (panel Index Miring and plumbing do not compress Insulation. 24/0) or 7/16'OSB. All lumber in contact with concrete or masonry 3. All recesses fixtures in exterior walls have rigid board shall be pressure-treated. Insulation behind them. 4. Underfloor insulation is supported by lath, twine or other Glue-Laminated Timber non-compressing means. 5. Attic access door is baffled, weatherstripped and insulated. Doug-Fir, Fb -2400 PSI, conforming to AITC Standard 117. Simple NON-HEAT RECOVERY VENTILATION span beams .shall be combination 24F-V3. Provide minimum camber for simple span beams per fabricator's recommendations. 1. Whole house ventilation fan is capable of exhausting 16 CFM Framing from each bedroom and 15 CFM from each combined living area (CFM rating- 15 x number of bedrooms 1). Plywood roof and floor sheathing shall be laid up with face grain 2. Whole house ventilation fan has both automatic (timer clock perpendicular to supports and nailed with 8d . at 6" or dehumidistat) AND manual controls. O.C. to framed panel edges and at 12'O.C. (12"O.C. at roof) to 3. The whole house exhaust fan has a sone rating <-1.5 or is Intermediate supports. Provide full-depth blocking at lines of remotely located from conditioned space. olst slpports. At blocked floor and roof diaphragms provide flat 4. All exhaust fans or exhaust ducts have tight-fitting �x blocking at all unframed plywood panel edges and nail with edge backdraft dampers. nailing specified. Toenail each joist to top plate or beam below 5. Exhaust ductwork is sized according to plans and is with 3:$d nails. Provide double joists under parallel partitions insulated in unheated spaces. above (extending over 1/2 the length of the joist). All columns 6. Each bedroom and combined living area has a through-the-wall shall be two studs minimum. All non-bearing walls shall be 2x4 port or central ducted vent capable of providing 15 CFM of studs at 16' O.C. minimum. Walls shall have a single bottom plate outside air. and a double top plate. End nail top plate to each stud with 2-16d 7• Air intake ports are located away from potential sources of nails, and toenail or end nail each stud to bottom plate with 2-16d air or noise pollution, and have adequate bird and bug Nail multi-stud columns and multi-joist beams with 1-16d at 12'O.C. screens. 8. Air Intake source has provision for flow control to limit excessive air flow under normal operation. aav�