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HomeMy WebLinkAboutMiscellaneous Plans 2005-8-3 1 2 _, ____ ~___L_ 3 General Conditions 2005 OREGON RESIDENTIAL SPECIALTY CODE These notes ore generol in nature and intended to stipulate the minimum standards of construction, The drawings shall govern over the notes in all matters specifically indicated. Verify all dimensions and other conditions. The contractor is responsible for safe conditions at the job site and for temporary support of the building prior to the completion of the vertical and internal load system. All work shall be done In accordance with the governing state and iocal code. ROOF SNOW LOAD=25 PSF BASIC WIND SPEED=100MPH EXPOSURE B WIND PRESSURE=18 PSF SEISMIC ZONE D-l Earthwork Excavation: Excavate where necessary for all footings to firm undisturbed earth and at least to a minimum depth as shown on drawings. A Backfill: Materiais removed by excavotion shall be used as fill except as indicoted on plans. Grade; All ground surfaces shall be graded to a reasonably true and even surfoce allowing slope away from building when possible, for water run-off. Foundations Footings shall bear on firm undisturbed soil a minimum of 12" below original and 18" below final grade. Assumed soil pressure bearing ioad of 1500 Ibs per sq. ft. Do not excavate cioser than a to 2H siope below footing. Backfill all pipe trenches below footings with lean concrete, Foundation vents to be 18" x 6" w/ closures. Corrosion resistant wire mesh w/ 1/8" mw dimension. Concrete The ACI Standard Specification for Structural Concrete for Builqing ACI-301 shall be followed except items specifically stated otherwise. f'- Minimum compressive strength of concrete at 28 days shall be as follows: Footings, walls and foundations not exposed to weather: 2500 psi Interior slabs on grade, except garage floor slabs: 2500 psi. Walls, garage slabs, other vertical concrete work exposed to weather: 3000 psi. Concrete slabs and steps exposed to freezing: 3500 psi. Portland Cement: ASTM C-150, 5 1/2 sacks per cubic yard. Aggregates: per ASTM C-33, 3/4" maximum sized aggregate. Water: per ASTM C- 94 Temperature and air entrainment: 5% - 7% air entrained and a concrete temperature between 50F - 90F. Maximum slump shall be 4 inches (+/- 1"), 3 inches (+1- 1") at slab an grade. Protect concrete from freezing weather for minimum of 10 days after placement. The concrete supplier is to assume full responsibility for the mix design (proportioning) and the performance of the concrete. B Concrete Reinforcing Steel Rebar shall conform to ASTM A615 Grade 40. Welded wire mesh shall conform to ASTM A1B5. Place all bars and mesr per ACI stondords. Lap all continuous bars at minimum of 40 diameters. Double bars in all walls around openings. Provide 2'-0" x 2'-0' corner bars of size and spacing to match horizontal bars at all corners ond intersections. Provide footing dowels of size and spacing to match vertical bars. Miscellaneous Steel ASTM A36 (structural steel) ASTM A307 Bolts ASTM 500 Tube Steel, Grade B; Fy = 46 KSI; Fu = 58 KSI E70XX Electrodes Storm Drainage Footing drains: 4" diameter perforated plastic drain pipe connected to positive outfall or drywell. Downspouts; 3" diameter metal downspouts connected to a separate storm drain to convey storm water to an APPROVED location at least 10'-0" from the building line and 5'-0" from property line. Wood C Lumber grades shall be as follows: Purlins, beams, stringers, and joists: No, 2 and BTR Doug Fir Studs: Stud Grode DF Bucks, blocking, and bridging: No. 3 Ooug Fir Plates and sills in concrete: Press. Tr. DF Posts and beams 6x and larger: No. 1 Doug Fir Glu-Lam beams: Glue laminated beams to be laminated from Douglas Fir or Larch per AICI specifications and certifications for combiflatian 24F V4-DF jOF, (Cantilever beams: 24F V8 - OF IDr) Engineered structural wood products to be manufactured by Trus Joist MacMillan. These products inciude T JI Joists, Micra=Lam L VL and Parallam PSL headers and beams and Parallam PSL Columns and Posts, All products are to be installed in strict accordance with manufactures' instructions. All joists and beams framing into the sides of (not bearing upon) beams, headers or other conditions shall be supported by "U" type hangers manufactured by Simpson Strang-Tie Co. or equal. All post to beam and post to footing connections to be made with Simpson AC post caps and PB or EPB post bases or as otherwise noted on drawings. Provide solid blocking for joists and rafters at all bearing walls and supports. Provide bridging and firestopping as required by code. All boltheads bearing an wood, including foundation on bolts, to be provided with standard cut washers. All fasteners exposed to weather to be stainless steel or other corrosion resistant material. ,- NAILING SCHEDULE SHEA THING SCHEDULE Roof Sheathing; 1/2" plywood (24/0) or rated APA sheathing wi 8d box nails at 6" o,c. all panel edges ond 8d box nails at 12" o.c. field. (Edges may be unblocked for shear.) Floor Sheathing: 1 1/8" T&G rIYWOO'd subfloor I underlayment t&g w/l0d common nails at 6" o.c. all panel edges and 10d common nails at 12" o.c. field. Block all edges wi 2" nomina framong or blocking. Exterior Walls: 1/2" CDX structural II plywood or rated APA sheathing w/8d common or galvanized box nails at 6" o.c. all panel edges and 8d common or galvanized box nails at 12" o.c. ffield. Block all edges w/ 2" nominal (raming or blocking. (Unless noted otherwise on drawings) Purlin to sill or girder: 3-Bd Bridging to joist, toe nail each end: 2-Bd Sole piate to joist or biocking: 16d @ 16" o.c. Toe piate to stud, end nail: 2-16d Stud to sole plate. toe nail: 4-8d Doubled studs, face nail: 16d @ 24" o.c. Double top plates, face nail: 16d @ 16" O.c. Top plates, laps and intersections, face nail: 2-16d Continuous header (2 pieces; nail each edge): 16d @ 16" o.c. Continuous header to stud, toe nail: 3-8d Purlin to plate, toe nail: 3-Bd 1" brace to studs 1/4 plates. face nail: 2-Bd Built-up corner studs: 16d @ 24" O.c. Built-up girders and beams: 20d @ 32" O.c staggered top and bottom and 2-20d at ends at each splice. 2" subfloor to joists or girder, blind and face nail: 2-16d Interior Walls: 1/2" gypsum wallboOJrd both sides of wall w/5d cooler nails at 7" o.c. at all studs, plates and blocks. Plywood wall, roof and floor sheathing to be standard grade with exterior glue. Use exterior type plywood for exposed locations such as soffits. etc. See Nailing Schedule for minimum p:lywood nailing and increase where so indicated on drawings. Underlayment:N B nails (8c x 1-1/4) @ 12" o.c. each way Window headers are as noted in dra wings. Additional General Notes Paint interior one coat base sealer; two coats of finish, All interior paint to be flat latex enamel. All finishes and colors to be approved by Owner Kitchen painted surfaces to be semi-gloss latex enamel. All exterior doors to be weather stripped, threshold with vinyl inserts. Main entry door not to exceed U = 0.54 Doors other than main entry not to exceed U = 0.20. o Glass shall be tempered as required in accordance with code requirements. All glass and giazing shall meet or exceed the requirements of the Oregon energy conservation code. Vent range, dryer and bath fans to exterior per manufacturers' specifications and per code, Provide insulation required as follows: Exterior ceiling - R-3B blown-in fiberglass; Exterior walls - R-21 Kraft faced fiberglass; Floors above crawl space - R-25 batt insuiation. All vapor barriers facing interior surfaces. Install 6 mil black polyethylene vapor barrier over soil in crawl space, lap joints 12" and run up foundation walls 12". Provide polyisocyanurate foam type insulation at floor and plate lines, openings in plates, corner stud caviities. and around door and window rough opening cavities. 4 --1 iL IU ~~ ~. "'Q IZ IrL1NE OF NEW FOUNDATION WALL LINE OF 1'-tZ>' _ . [EAvE: OYR. I-I..A. Na 9;,11' F'/L . 588"41'.38' E / / I{)' 11'-1', 18'-11' -< ~ '--~ >. /ll.. / ~.... I ~ ~~D J.-..- ~ADDITIO , ~, 7 !::! ADDITION- I ' /,..' I' I' I / , -. _/;'!/////~/ I,(!;i '. . / , ---=='- . / 1;'.Z)' ~ / / .' .'~ ,/ " '1-:-:-." {1,/ '; ~'I t /~C:!. r. . 111- ~ 4:' ::::----.. . 1,i'-tZ>"~ \ ~:E: F ~ 5 EXI5TINa 1-I0U5E LOT 21 99tZ> OLD OFi!CI-IARD LANE 5F'RINc:.FIELD, OR '31411 ~~XI5TINa' i ~-I:~-I-~ / ~. ill~L1r~~~ DR1YEWA,(~ ';". ~ '" ,- /' . ,"" .'u( ,D~!~~' / '.. ~~tZ>'F'/L ./~)~ [.:.I.:.I:'.-I':..I....t l'l.t '16.i6:~T~l IJ ;.. \ 'Ol . ~ '" C/L OLD ORCI-IARD LANE ~~ ~~~,:. PLAN ) ,:~ } ~) .-/ lrlHl 0 MAS SIHlA W A[RCH~lf[EClf 2810 SW West Point Ave Portland, Oregon 97225 TEL 503.286.3414 6 MINIMUM SETBACKS - CORNER LOTS All measurements are from Property Lines -Front yard to House 10 feet -Front yard to Garage 18 feet -Street Side yard to Ese/Gar 10 feet -Rear yard to House or Garage 10 feet P. U. E. HAY CHANGE SETBACKS rEX'5T'Na CURe IrEXI5TINa ~ F'AFi!K 5TRIF' z-- ~,c0-~?J~ \,/ t-0_1 \ c:Y r0' -0 90( C .Y ~,~) ~~~~D AR~ ~ ~ f;;] T~OMAS GORDON SHAW ~ EX/5TINa 51DEWALK ~I Q l- ll) ~ U IU N Z ~ r: --1 UI ~ PORTl 4l'~ OF OREGON c!!f IJ~~~ , Gary & Shirley Garboden 990 Old Orchard Lane Springfield, OR 97477 o o <( ~ o o f1: >- -1 - ~ <( LL Z W o o m f1: <( C> Q) c ro ...J "E ro ..c: ~ o "'0 - o o (j) (j) 211 5F ADDITION 19;tZ> 5F EXI5TINa 2161 5F TOTAL 1-I0U5E 1.32 5F EX/5TINa aARME N ( DATI! R~c.;,rt;,IV2:o 81>~og No. (~s-{)J.gS2- 1;ONE OCC:J~~NCY CROl/,f'--- J.!ti!IiS) OCCUPJ:;;;:;-L:';:~'J ~- .lJ:PRIE:S / - - T\pe CC:-'~~;T-;-:;-r'no~~ -.-- Y'EP.L D5.SC.tEfT!ON 1'1n!2'3'1iTo7200 A,DDRE5S__-.:L1 () piJ CJrr.Jt",,-.J - ktL - Ql.^JNER -C~/'l~ --- ~ TH~ ~~.:".Tr::~!1.~ ~ER~ ON HAVE BEEN r;(EVIEWEO, WfYH AL1ERA.l.:JN......I1'.iDIC/\T!.:.D ON COLORED FENCl! CHANro,t:.;S on: ALTER/1,,!C;\!S MA.Df- TO THE APPROVED DP^.....ili'.~:S'-lll':)R PR,?JEC'r Af-TER ;HE OAjIt 9EL~W S~Aj-L BE AF'PRv~~O BY THi;. E3UfLOn-lG <)I~-r.lCjAL. f1-;' tt::^ CITY OF SPRING iELI:>. OREGON if t!EEB9l~8U'M1\ ~\.~ OA1EP,.~~ DRAWING INDEX 5l. " ol.."c" , e Co ~ " " Ol) " T-CCQ '(;)0 o ('00 ~a~ ": 9 z" "T'"" Cl ~' [0 ;!! (!)Qi ;:: il! 'C .. U A1 SITE PLAN A2 FOUNDATION PLAN ROOF FRAMING AND FLOOR PLANS z o (!) w 0::: o - o ..J W - LL (!) Z - 0::: a.. (j) '-'v';' ii~ l:cc" o 'iij .~ '" , ". v " '-' ,~ .~ , _c<.,-, c C , , , , ( c"c-<. c. ("'"',, z C oC'"',<I: " '" (-J OJ {0- W I- en ~ ~ ~ , a; B (/) ~ Iii a; 0 (f) C N .. I- 0 '" 0 ., 0> :i! Co '" '5 <:: >oj a:: en 'j; - .. w " I!! ~c Q. C C A3 EXTERIOR ELEVATIONS GARBODEN FAM RM ADDITION A4 BUILDING SECTIONS DETAILS A'-