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2007, 09-07 Permit 07003552 Building PlansSTANDARD CONSTRUCTION NOTES 6eneral- • I.All construction, plumbing, electrical and.mechanical will comply with. the • One and two Family Dwelling Code. 'and State, 6ounty and'Hunicpal Codes. Zoo 2.Construction shall comply with all Covenants, Conditions and 'Restrictions recorded against the land. 3.6eneral •contractor and all subcontractors kill review plans. for.accuracy and verify -all dimensions and compliance with.above code (se sto prior to the start of constructiOn. Bids submitted' will be acCording to -such.lreview. • 4.5afety, care of adjacent •propertres .during constructiOn, and compliance with all applicable safety regulations is, and shall be, the 'coritraCtOrs..and- subcontractorS responsibility. • SAII trees to be protected from damage of construction process and machines unless approved for removal by owner. Concrete- ; • • I.Concrete shall be 5-1% air entrained with a minimum compressive strength of: a) 2500 psi for basement walls and "foundations not exposed to weather and for basement. slabs and interior slabs on a grade. b) 3000 psi for basement foundation and exterlor ial1 and other vertical work exposed to weather. c) 3500 psi for carport and garage floor 510195 for porches and steps exposed to weather. [Table R302.21. 2.AII concrete form work to be adequately tied together and braced to form a true line, square corners and plumb.walle. - 3.All reinforcing bars. shall conform to. ASTM Spec (A625-Deformed bars with minimum .yield stress of 40,000 psi) Welded wire fabric to be 6x6, 10/10, conforming to ASTM spec 1'65. 4.Poured .footIng to be poured on level (less the I" in 10'-0" slope), undisturbed soil. 0 . 5.Install washers on'all foundation bolts. 6.Crawl space v Metcil- ••-,•:••- - • : _ 410 I.All flashing tO be. 24 ga. GI metal. Gravel stops. and beam cop S to .be. 22 ga.. GI metal. • 2.A11 framing connections to be, Simpson .Company, or approved equivalent. Simpson HI to be used at ec;!ch. truss -to. top plate connection. Framing- I.E.xposed plywood to be exterior ,gracie COX. Nall 6" onedge 12"-in field. 2.AII cliMension. lumber to be Douglas Fir -Larch, 2x4 standard or better -all other #2 or better unieSS noted otherwise. 3.All wails -to be double.plated,..andplated joints*. will not be less -than 48" apart. Top plate o interior partitions Shall tie full into:exteriarlNall plate. • 4.Provide operable egress windows .at -every sleeping.:rooMith a-minfmurn net clear opening.of .5.71 sq.ft..(Gr'ound floor .egress indov4 5 Sq.ft)teaSt Openable .height: 24"; led* openctble.kicith:::20"; maximum sill hel.*ght: 44w. fik-10:21 • 5.Level -changes at entries .to be minimum I/2". maximum-11/2". .Exterior bearing Nall headers to be 2-2x10 rtiinilseggfgegiapatiffkitin. • -Z-IX/4) • - '7.1nterior bearing wall headers to be..4ig**unless noted. . .Plumbing 14411s- to be 2x6. Bathtub framed at 601/2" unless noted; '''...".-•••••1""••••Ar?';'• !:!--*':•:•-•""'"'!"11 ..-..•-•••••!r,=r7.;« 10.A11 pre-lAiii-ing for telephone, TV. Stereo etc. to be coordinated,with owner. 11.All trusses to be per manufacturers engineering specifications. Truss details to be provided upon*framing. Inspection. Truss manufacturer to verify all spans '• and configurations pribr te) truss fabricatiOn; • • -12.Trusses shall not bear. on -interior partitions unless so designed. • MaSonry7 1.Stone or:Brick selected by .ok\iner: • 2.Fire damper required except .fOr. gas fireplace. itj • 3.Proviciean outside air iritet ,ot. locio.$;!:‘ diameter : The Inlet shall be closable (lamr5et,ed) from Interldr. Duct Shairbe non.-ombustible • and continuous from the interior to the exterior. :Orthe building. The Inlet hair be located near, *:ati`.',tfiq7.f..1it?oifv",;.fithin..24:-Iirches of the fireplace' or .• : . -.. , appliance;.[Rq(26.3 --.4t66.41 ._ .. ; ..,...,. . ,... , 'Thermal Pratection- ' • • 'insulation required aS follows: Exterior Halls; R-21.. Floors; *R-9,rs‘l • 0011,19:R-36 .flat, R-30 sloped: (max.5026.'of 'floor area) foundation Halls; . DuctIR-11 , • . Nater..fleater; R-.1.1 wrap •• • slab on- Grade; R-40 .• 2.51x millimeter black pOlyetihylenelreinfor;Ceci if under slab).ground cover required •at. foundation: . • • . •., 2.. . . .• • 3.VapOr barriers cite exterior. walls .(one.cli*cup.-rating or less). • 4.Doors and windows to be weatherrstripped, . windoWs,. including :Skylights'tO :120.:clouble glazed- insulated. glass,. or equipped 'with '6tortry.wiricic.. . „ L. • • • • • : • - „ • . • • . -• • :•• •••• . ; 7. • !!' •-• 1, i!g !,: •'• 61• ! :-•: - 1"".0=4:-•1•,'n2-.it!•'.0t.:. 4 s-'•;•-144.-1,.1:t'''7•.rX1:;:.:4.(I:;A;4J4.5.r4s..0ii.7i„.Pc.lrg:-d::r::;:::r:i.0;:.1;W:9:ict1,*:;a..::*.::ki1.1etrt .Ca e6"-4iO5j..1r;5:.:7":4;10I::;4l'lii-'I:;14frc71e.r. 1::0 drr:d:2*1li:0;Faa:: agv:';/7gC0rArli4ar1:1;rp:k.:t.:i.t'a .i;d.;IilV*;O1PZ''rt15;t., .li::.i4 1 I 5g104:71e4.719-Ta1"7r422a1 1Ai.r'r;?e.4.I:ld.:?e.4awEh':Na::i:ll/:lrN :::rAWa;;,!7.....!-`.l l4.:I44r1/•,:PIl;l8:'i;dne7."-.71a11.g..re.r.T47I."I10..7,.I, A7l..'i.• .r..l'„i.d0.m.ita1'.l1et..l I._1I. 1I1i r11.a.11_:i1._1 1.1 0_AAEmO_i:1n1I:imlS Ii'1ftri_0 tu<1. ..it:t.4411.1I;tlMl0""tfgI_i1r4,'6:t,a'Ms.1iT•-iTi1.,17.IkiM"!1.0-:It1a:I-jI I.1. *: ;6&:.!4: a7A.71.111JS7l.Ii:g .t 7;i,475z0:7e14a.41,417,•:l7-I.1 i A.:4It;::7mW7,r/a: l0o9A: vFr0:A4..r•8a..-/1,rVifi1fz;,.A' ;tA• ' rg.-:r..jE.-. 4L4 ir1717rSV;;71 101457::14- rA/:11t'1i.4 i:.rv's7.,"Ie4V•mi 4.r ?1AnAil7ri„: •Sr:///..I...-a I0z•*4•:N14Of6114fi.r:7(A1jra:.i.i1:i•7. . >l::ifl, SiiIliii:!iaiai1oi:Na rrCWi:A•!iifiiiitafli. 4rl •.76,-41'.1:1if'ii/. :44- .hl'm7j 9 4{4$ Lr1112d1111i14:1i1r111411:111411I14:11I4ii:( e7:i 1:f ":11I:1:11i1Ii1.1:/.11I1I1.I.10I111I.4,L1iI 1tI1:11i1m11111m.1..11.,11,1i1i:11::; 15j2=;71I l'I::::*!•*****l • Ji.1111issF: b• 1. rgj Wm.!:II LtpMm1:! a 7is%11 r1 ottj Vr9s1:c f Plumbing- I.Fixtures to be identified by ()tomer. Color to be White unless specified. 2.Plumbing waste lines to be located as follows: The center line of water closet waste line - to be 12"- from face Of wall behind; Tub waste lines -to be centered in • wall behind controls and 15".face of side wail. 3.AII wallboard joints, cut edges and pipe openings at tub and shower enclosures to be protected with a separate coat;of the adhesive used as sealer. Prior to application of the:finish-material, ail openings around pipes, fixtures, etc. to be caulked with approved waterproof non -hardening caulking compound. 4.The maximum -amount of water used by new plumbing fixtures: a) toilets: 1.6 • gal. per flush; b) shower heads: 2.5 GPM; anterior faucets: 2.5 GPM [P-c1151 5.Showers shall be equipped .with control valves of the pressure balance, the :thermostatic Mbangior the combination pressure balance/thermostatic mixing valve type with high 'fink stops in accordance ogith ASSE 1016. [P-GIOli 6.61ass tub and shower doors. to be safety glazed to comply with GPSC 16-CFR, Part 1201. 1.PluMbing contractor to install p-lumbing to minimize noise from use and protect structural support members. 8:161ater heaters tes be. provided with pressure relief valves with provision to drain to •exterior or approved. drain. ciklater heaters shall be anchored to resist horizontal movement. [P-1310.81 10.5tOrm water 'drains (within 5' of foundation wall) shall be of material as .speCiffecl for sanitary drainage work. (Ghap.4;P-I404) Storm Hater severs (5' and beyond Foundation)•shall be of material specified in Sec. 1103. [P-1403] • •ii... VliClik • .;.fpr'• rigor $.AP IS Nk metCte ',...• ..:` O. ' ' • • •A • • * Ol• . ...- • I.Otts: • • . ,.0 T.- •-••• 44E0 •:,..4), •,-. .„ ••+,- . , if . • -V.......'".. :. ""....,"..,;• ttt \ : •• i 4.4 u,_ • l•-•.,, .„...-.,•-.;:,,,,cus.::::_i : .........4; ...... 4. 0.. .s. . 1 -"F•c: .,..•••••••• •sc. ;....7' a 1............. ...?:',q -.}5 f.t. . • ;*-\•-.1.1.•)44•••"‘ . ..,.... .. ,..„,.. tet.„.,,, ceoES . txt::t!!"-„ . 14 . • . 1 • • V14 4-FGAL 9 - ‘. Ftnih- • I.All finishes to be identified by owner, including cabinets, doors, and finish • trim, etc. 2.Ftash all exterior doors, INindows, and horizontal wood trim as requirbd. 3.Counter tops to be self edged, and coved. (or as per owner) 4.AIl open flames and glow elements to be minimum 15" above garage floor. 5.The garage shall be completely separated from the0 residence and Its attic area by means of TYPEX board or equivalent applied to the garage side. Where the separation is a floor -ceiling assembly, the structure supporting the separation shall be protected by TYPEX board or equivalent. IR-20c1.2] 6.Skylights shall be of an approved kit design, or provide construction plans and details on site to be approved by the inspector before installation begins. All minimum glazing and curb requirements of R-208.6 shall be met. "7.Provide a minimum of 30" ',Nada-space and 21" clear in front of all water closets. [Figure R207.2) &Minimum hallway width 36: finish all to finish wall. [R-2111 cl.Provide an approved smoke detector on all floor levels and at all sleeping areas. All detectors in "new construction" shall receive their primary source of power from the permanent built-in wiring, with battery back up in case power is interrupted. Smoke detectors shall not be located between sleeping areas and an cold air return. Coordinate location with field inspector. [R-215.1] 10.Recessed light fixtures installed in insulated cavities shall be labeled as suitable for being installed in direct contact pgith insulation, i.e.IC, rate. [5303(a)3 and NEC410.661. ricCEIVED BY CITY OF SPOKANE VALLEY SEP 0 7 2007 PERMI NTER y COPYRIGHT 0 2004, ASSOCIATED DE51616, INC, ALL RI RESERVED. REEFROMIC:11C14 OF MIS 9R4PIIMS(5) IS FROHISIVED HUTH= PRIOR MITTEN PERMI1Olt c= ASSOCIAT12 0E5161\15, INC. micaociatedde505.com 1100 JACOBS DRIVE EUGENE, OREGON GI1402-1clea F(5A4X:I)(54461) I-° 4621-12a724 ./ MI II III 111 - h 3 12 T I II SIDING f 12 b i t T'Z I 11 f f I 1' FtI 1._ •r J f I 1. f 1 1 1 1 t LEFT ELEVATION SCALE: 1/4"=I'-O" LAP SIDING OVER 1/1 " OSB SHEAVING 17 t'1li r t COVERED PORCH 12 BRICK VENEER 1 t 16" OVERHANG zo 16nx16" BRICK VEER COLUMN RIGHT ELEVATION SCALE: I/4"=I'-O" • 12 COMP SHINGLE W SO* FELT OVER 1/I6" 05B SWATHING n m•: ...': t ............::.....��i."I;:�::C:",.".:::,".:.i ;+ i � � tL1 !IWli ir i®m Y — mai ! t' t11U'!� 1t:,f l 0EI?,�+p� f�!pJ�� ��yy ! 3 (il f3� IIf ftIt�!i�i�i� �'�l� tIITHI VIVEIiI■['. 11 IJ 1 of 11 1I �I 11 1{' p° EENI/Irf I(? ?Ib ht>�flIN t:;' `?,E_■��lY!1111i[111iii�Et � � �tizon I�i� iar'n# isch num �ijr �(Vindill113Mtff111/111M VEAtigamiptiaguinaminniatzummui imatinVinnIMMUSEEWEES1 7.414-117111/114311169518111H0 �1111 R_ ; a t I tr X1r.4341:1;1IHt Il1dPktilgi!Ci!Atldr,tkF'!L!J!!;`II:@:1;Li11'fJU1dCti@•GIh1i!I!'iii':c1!Ililt. r W{�+• IYd G ��idl lltJt' +. ' 1 1 o it! dtl.r'r.� m!rptivi!i:! ..51J1.,mpli'Hffl I4 ! i I J:U!d!t9!C!1! : d•.B ,•T•tl �!� y..l:at3.ItiiCil4 L i! If: :YPM':'9 :'1% I Jcar : tt :4' 'P1r :•i,r• •a.n;� •.1•:1�:1!;!iC!iiPS iia!r 2i•lt !IJf •.1i17 1•1!)It !' G...))1 !:11)41i!+" ':: i;j ?t'� t-+: I ;lI I•, e•: i'v'; l.,�lf 611 I°1 dl r: if:' taA.)t..i. ili..L.i;'': .. !il.+...n BRICK VENEER I611xl6" BRICK VAR FRONT ELEVATION TY J GLASf d LAP SIDING OVER 1/I6" 05B SHEATHING kt 11, T 1 II SIDING 12 1 1 zo zo ?_5 PATIO REAR LVAT1ON SCALE: I/4 I`-O" NOTES: OWNER 4 CONTRACTOR(S) TO REVIEW PLAN FOR COMPLETENESS AND ACCURACY PRIOR TO CONSTRUCTION. NOTIFY ASSOCIATED DESIGNS INC. OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF CONSTRUCTION. ASSUMED DESIGN LOADS: LIVE LOAD 0 FLOOR DEAD LOAD 0 FLOOR LIVE LOAD ® ROOF DEAD LOAD 0 ROOF LIVE LOAD e DECKS DEAD LOAD 0 DECKS SOIL BEARING PRESSURE 40 PSF 10 PSF 25 PSF 1 PSF bO PSF 10 PSF 1000 PSF COPYRIGHT © 2003, ASSOCIATED DESIGNS, INC., ALL RIGHTS RESERVED. REPf2OPUG1401'1 OP THIS DRAPIiHGiS) 15 PROHIBITED WITHOUT PRIOR MITTEN PERMISSION. PE 11 110 ti 111 �ff 111 :14 CC22) () igN Fill lir ASSOCIATED �; DESIGNS, INC. 1100 JAC0BS DRIVE EUGENE, OREGON Q1402-1983 (541) 461-20E32 FAX: (541) 461-1214 kg1 • EMERGENCY EGRESS REQUIREMENTS FROM SLEEPING ROOMS 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44") 5.0 SQUARE FEET 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR 5) EMERGENCY ESCAPE & RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS SMOKE ALARMS SHALL BE INTERCON- NEGTED AND HARD WIRED IN SUCH A ARWILAT THE L ACTIVATE AA L A ARMS. ALARMF ONE (DR AREAS APPROACHING BEDROOMS, (BEDROOMS, VAULTED CEILING E WITH RISE OF 24" & ON EACH FLOOR) xHAUST FANS 100 £FM kitchen 50 CFM bathrooms &°ta ii dry 'J To 6T.kaA- r A • HOLDDOWN SCHEDULE O SIMP5ON STHo10 (t3 PLACES) D S D8( PLACE ) SCALE: 'r I1-Q" Yy�'u• NOTES: ■ EXTERIOR WALL HEADERS TO BE 2-2x10 IN/ 2"12I6I12 INSULATION BETWEEN, UNLESS NOTED OTHERWISE. ■ INTERIOR BEARING WALL HEADERS TO BE 4x6, UNLESS NOTED OTHERWISE. ■ COORDINATE PREWIRE FOR TV, STEREO, TELEPHONE AND SECURITY SYSTEM WITH OWNER.. ■ MECHANICAL SYSTEM TO BE DESIGNED BY MECHANICAL CONTRACTOR TO MEET O111ERS NEEDS.AND COMPLY WITH LOCAL CODES. ■ CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ■ TYPICAL ANGLE 15 45° UNLESS NO tel.) OTHERWISE. ■ ALL NAILING TO BE IN COMPLIANCE W/ GABO TABLE 602.3(a) OR- UBG TABLE 23-1-0. • ■ LOCAL PROFESSIONAL TO. VERIFY STRUCTURAL MEMBERS GAf'ACIZY TO SUPPORT LOADS AS - REQUIRED BY SITE CONDITIONS. AND LOCATION PRIOR TO .CONSTRUCTION. • SQUARE • FOOTAGE : FIRST FLOOR SECOND FLOOR LIVING AREA STORAGE TOTAL 10c15 ..SO'. FT . 433 SO. FT. 1525 SO .:FT . 116. SQ.•FT. I•,S SO . FT . 2'102 *SO FT. ITrjr �:t'ar�.o') • BRICK VENEER Gas Appliances in garages require 18 in. elevation or approved floor grade rating Mini_mnm 3 in. bollard or wheel stop required for vehicular impact protection Maximum 4 ft spacing between bollards. UPC 508.2 - Water heaters require anchoring or strapping at upper and lower one third points to prevent horizontal displacement during earthquakes. Strapping shall be a minimum of 4 inches above controls. PROT DW ELLLN 1) MATERIAL CONSTRUCTI 0 5/B"TYPE CI 1/2" GYP 2) OPENINGS EQUIPPED WI STEEL DOOR DOORS. CONC. WALK 1 15'-01 5050 5H 34'-0° 3' 8" 5'-b' 1`-4' DIRECT VENT GAS FIREPLACE NSTALLE:D.A5 PER MFR. AND GABO CHAP. 4 * (BC CHAP. 25 AND IN COMPLIANCE 1^1/ LOCAL CODES ' LIVING V-5" L 44-4' Fn CO 4x10 2 °FKI" • UT LITY OPEN:NGS BETWEENMEGH DAMAGE BARRIER TE?GARAGE SHALL HAVE. DROVED FOR ONE HOUR HOUSE / 6ARABE PARTCFION HE GARAGE SIDE' `«W S/8"LTYPE 6 �'X`wYP 50ARi :•O FIRE RESISTIVE NT YP BOARD (HABITABLE SPACE ABOVE) OR HALLS. ANP CEILING D (RESIDE NCE/ATTIC, FLOOR/CEILING) EN GARAGE AND RESIDENCE SHALL BE T LESS THAN 1 DOOR, 0 8"SON 0 MINLID OR UTE FIRE RATED CORE GARAGE I q r-4"x22 i—S" 5 1/4"XIS" PARALAM (?LUSH) 16010 O.H.D. CONC. DRIVE 12`-4' 41 1IM PATIO 2r-auxk -O" GLASS 650 SH 6068 SL �LDR LTED - T ROOM VATEL) SOY R 11060 SD.LT. TEMP. FORC GONG. STOOP FiRST FLOOR PLNAN SCALE: I/4"= I t-O'f 1E_ (,o2.10 3 me & d3 734—a(e waI'T It`-6" DINING SOFFIT LICE 5268 C.O. VAULTED NOOK p•I_it "xqr-4" 21--0" 5'-4" FACTORY-BULLT FIREPLACES: Combustion Air Required / Hearth Clearances per Manufacturer's Instructions Tight Fitting Doors Required LANDING required on both sides of exit doors with min. size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 T/2 in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 3/4 in. below threshold provided the door does not swing over the landing. •O'nXJE hAIIS aY • ANY VIEWS IS 9l0-1411TE0 ••• .. • ?YFEfrtg.m.1f.•eitIO AMONS • ►' • '. L f'rtt•S,i)6! : SY fr'.t fl • 1..M imeals,.•7rvs:,•::t ^''� •• �¢ -• Ca tikI :.:.3,: e.1:c•••. . CO ..- IC % AO r ES C-r«NSE� : Q, ()) �• CALL ThE Si Sf3tiik Ye • , WPM t£CA L COPIES • 1 vp if m 0 COPYRIGHT 0 IggR, ASSOCIATED DESIGNS, INC., ALL RIGHTS RESERVED, REPROCUGT1oH OF THIS vgAiNfi6(5) i5 mamma) mm1E) PUTHG'ur PRIOR WRITTEN PERMISSION. 1x o G tli sig 110 tti El PI 61: C5)!P 1, ASSOCIATED . 01 DESIGNS, INC. 1100 JAGOBS DRIVE I EUGENE, OREGON GI 1402-IciS PHONE: k (541) 461-2082 FAX; (541) 461-1214 t r� ■ M ■� REVISION5o \ 05/15/03 111 It Ito • • 8 I/2" GYP. BD. R-21 INSULATION V2' PARTICLE BD. i I/8" PLYWOOD DECKING R-25 INSULATION 4x8 BEAMS ?V PLPtD. GUSSET o SPLICES 4x6 POSTS I8'4'x8° CONC. FTC. *4 HORIZ. ZNT. FOUNDATION DETAIL 4 SIDING AS PER ELEVATIONS 2x6 51UD5 0 24" O.G. 2x6 P.T. PLATE 1/2'xlO' ANCHOR BOLT 0 48' O.G. 4 12' FROM CORNERS. SPLICES t EXT. POOR JAMBS E SCALE* I/2' = P-0' •4 4" CONC. SLAB 4" SAND OR GRAVEL *4 HORIZ. CONT. --' 0 P-11'—,e #4 HORIZ. CONT. 15" SIDING AS PER ELEVATIONS 2x6 STUDS 0 24' O.G. 2xb P.T. PLATE I/25(1O" ANCHOR BOLT 0 48' O.G. 4 12''FROM CORNERS, SPLICES 4 EXT. DOOR JAMBS . GARAGE FOUNDATION DETAIL • SGALEi• 1/2' = P-0' *4 HORIZ. CONT. 4' GONG. SLAB 4' SAND OR GRAVEL BORE 41/16'. HOLE 0 lb' 0.C. GROUT' DOi EL PV 'HIL• TI. OR EQ. EPDXY 4t4•HORIZ. CONT. 41:13RIOK VENEER T1'VEt( OR 15* A.S. FELT OVER 1/16' 055 SHEATHING I'° AIR SPADE &ALV. MASONRY TIES a l6'•O.G. EACH PAY 2x6 STUDS 0 24" O.G. 2)(6 P.T. PLATE V28x10' ANCHOR.I3OL.T o 48' O.G. • 4 .12" :FROM CORNI ?5, SPLICES 4 EXT. POOR•4AM55 30* A.S.. FELT BASE Fi.A�aH1NG ttlP BEHIND quILDji36 PAPER) •PHH� #4 HORIZ. GONT. *4 DOt''EL x18' 18" O.G. `^PETALGAAGE FOUNDATION PETAL SGAl.Ei . i/2' .P.•o' Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. Radon Mitigation System Required With 6 mil Vapor Barrier CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) FOUNDATIONWALLS - 3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES 3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS, Anchor Bolts- Minimum 1/2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. NOTES:, a PROVIDEJ&"x24u FOUNDATION ACCESS, VERIFY LOCATION WITH OWNER. • PROVIDE (1) SQ.FT. OF FOUNDATION VENTING FOR EACH (150) SQ.FT. OF CRAWL SPACE:ARE„A..USE IB"x&u VENTS W/ I'ELDED WIRE MESH AS NOTED. $ USE METAL FASTENERS AT ALL POST TO FOOTING CONNECTIONS. is ALL. NAILING TO BE IN COMPLIANCE kV CABO TABLE 602.5(0) OR UBC TABLE .23-1-a e. LOCAL PROFESSIQNAL TOVERIFY STRUCTURAL MEMBERS CAPACITY TO SUPPORT LOADS AS REQUIRED BY SITE CONDITIONS AND LOCATION PRIOR TO -CONSTRUCTION. q' CONC. END. 15' GONG. FT6. BRILL VENEER r %10lnf MECH. DAMAGE BARRIER 4' CONCRETE SLAB OVER 4' •SAND OR GRAVEL. FILL 20'-O' CONC. DRIVE 341-0" 34'-0' A-pd �.e OUNATION PLAN SCALE: V/4t'-I co" 4' CONCRETE SLAB OVER 4' SAND OR GRAVEL FILL q" co.NGFND. 15' GONG. FTC. txTN 4 _i. �• !:CirteiNcti:SSLA4IPV4v„vitOliSS94:4/1:°*.i:rtlf t•�i ti 1,Ai.: au H .tiHt"si: w• •• 1 iJ 1 O➢ Sint 1 G DE :•t:'. , f J . . IU �LJ. W.W.. ••I..R.....h ... (P • calmee S1 Earo : Q' * o8T&.N ccr. COMB • e�.}v} `G w .0F. T)ES 2WI .4 Q,LS GOPYR16HT © Ng9, ASSOCIATED DESIGN, INC., ALL RIGHTS RESERVED. REPRODtC01ON OF THIS DRANI4s(5) 15 PROHIBITED HITHOttr PRIOR WRITTEN PER34I551011. 0 ASSOCIATED DESIGNS, INC. 1100 JAGOBS DRIVE d EUGENE, OREGON 2 ' 74O2--IgB5 PHONE :+ (541) 461-2082 FAX: (541) 461-1274 2 is ■ ® fi REV1StON51 05/15/05 8 f R-38 INSULATION' 5/8" GYP, BD. DBL. 2x6 TOP PLATE 1/2" GYP. BD. 1 EAVE DETAIL 1 /8" GAIN BET WEEN SHEATHING COMPOSITION SHINGLES W 30* FELT OVER 7/16' O5S SHEATHING • ENG. 712155E5 O 24' 0.0. PLY1400D BAFFLE TO PROVIDE I' MIN. CLEARANCE 5MMf'SON H-I OR EQUAL VENT BLOCK 2x4 8LO.GKING 2x8•FASCIA BD. (SUTTER d Po'4 SPOUT 1/2" PLYYti00D SOFFIT W/ VENTS 2x4 LEDGER SIDING AS PER ELEVATION R-21 INSULATION 2x6 STUDS 0 lb* O:G. - SCALE: I/2' = P-0" tie if R-35 INSULATION 5/8" .GYP. BD. DBL. 2x6 TOP' PLATE I/2' 6YP. BD. etP) EAVE T?ET,41 L 1 /8" GAP BE i v'VEEN SHEATHING COMPOSITION SHINGLES IN/ 30O FELT OVER 7/16' 058 SHEATHING ENG. 112E5O24'O.G. PLYP IOOD BAFFLE TO PROVIDE 1" MIN. CLEARANCE 5IMPSON WI. OR EQUAL VENT BLOCK 2x4 BLOCKING 2x8 FASCIA SD. GUTTER 4 DOWNSPOUT I/2" PLYWOOD SOFFIT H/ VENTS 2x4 LEDGER SIDING AS PER ELEVATION R-2i INSULATION 2x& 57105.0 16' O.G. SG: ..1/2' = I'-e' , t 1/2" PLYWOOD SOFFIT 6x8 SEAM 6x6 POST 1 EAVE DETAIL 1 /8" GAP BE +WEEN SHEATHINGS • COMPOSITION SHINGLES NV 30* FELT OVER 7/I6' OSS SHEATHING EN6. 1R1/55ES.0 241OC SIMPSON H-I OR EQUAL VENT 'BLOCK 2x8 FASCIA BD. • GUTTER 3 DOWNSPOUT • SCALE; 1/2" I:1;2w 'idr 2x6 GL6. J5T5. 0 24' 0.G. 5/8" GYP. BD. DBL. 2x6 TOP PLATE 1/2" GYP. BD. EAVE DETAIL 1 /8" GAP BETWEEN SHEATHING COMPOSITION SHINGLES W/ 3011 FELT OVER 7/16' PP SHEATHING 2x8 RAFTERS O 24" O.G. PLYWOOD BAFFLE TO PROVIDE I' MIN. GLLARANGE - GUT'BIRDMOUii•! TO MATCH EAVE O ADJ: TRUSSES SIMPSON• !:!-I OR EQUAL VENT BLOCK 2x4 BLOCKING 2x8 FASCIA BD. GUTTER t DOWNSPOUT 1/2" PLYWOOD SOFFIT Wt VENTS 2x4 LEDGER SIDING AS PER ELEVATION 2x6 57105 O 16" 0,C. SCALE: I/2" = 1' ,• . . - � 1, � -• . • N1101.3.1 - Attic insulation certification required as to R - value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. Attic Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50% in the upper portion of roof area. Attic. Accessible by 221 x 30" >fia.= Required on Foundation Walls - top of footing to finished grade of crawl space & basement. Weather -Resistive Barrier -Required under Siding • 0# felt for ice dam protection To L ` l� SIDE CEILING .JST :SPAN CHART #2 OR BTR DF--L .@ 24" OG 2X4 = &Le)" • 2X6_ = . IO -3" • 2X8 = 13s-6" 2X10 = IT-5" OVER i I NG:• PROVIDE SHEATHING AT TRUSSES UNDER OVERFRAMING INIT14 MOCKING TO 2x6 #2DF-1- . RAFTERS A5• REQUIRED D FOR 8'-0" MAX SPAN OR USE RAFTEI ,A5;PER SPAN CHART. MAXIMUM :. AFTER::SPAN CHART: Asei.mer, 3Q'P.5 LINE I.QAD'i :25 PSF DEAD LOAD 42DF-L OR 8E I !Ek c1 24".40- 2x6 8 '--0" 2x8 = IO'-O" 2xIO •!2'„4" . :2x12 = i41.-6" 4t2DF-1._ OR BE t !ER 0 2x6 = qi`-&' ,2x8 = 12'-6". 2x10 = I5'-0" • > 2xI2 = I P- „ ROOF VENTING: PROVIDE ONE (I) 5Q.FT.. f. .TIN& FOR.EACH 150 SGt.FT. ATTIC AREA. USE CONTINUOUS RIPE VENTS.ANLD SOFFIT VENTS A5 REQUIRED. (8"x8" JACK VENTS MAY BE USED IN PLACE OF RIDGE VENTS). NOTES: ■ USE METAL FASTENERS AT ALL BEAM TO SUPPORT MEMBERS. ■ TYPICAL ROOF PITCH lS 6" IN I2" (BOTTOM CHORD OF SCISSOR TRUSS TO BE 3" IN.12" UNLESS 'NOTED OTHERSNISE). is SEE FLOOR PLAN . FOR HEADER SIZES. • TRUSS-MFG. TO. VERIFY! ALL DIMENSIONS PRIOR TO TRUSS ASSEMBLY. ■ PROVIDE 22'560." AT` IC •ACCESS TO ANY ATTIC AREA NTH' CLEAR HEIGHT .GREATER THAt 3O". ■ ALL HALING- TO SE IN COMPLIANCE Y4/ CABO TABLE 6023(o) OR lfRG. TABLE 23-1-Q.. - . • LOCAL PROFESSIONAL TO VERIFY STRUCTURAL. MEMBERS CAPACITY TO SUPPORT LOADS AS !REQUIRED BY SITE CONDITIONS AND LOCATION PRIOR TO CONSTRUCTION. • • f �r ENG. 57UB TRUSSES / I. ENG. SCISSOR TRUSSES 0 24' O.G. 0 24' O.G. 2x RAFTS AS REQT7. OVER ENG. TRUSSES (SEE 'NOTE/. 0 2x6-• 0 24" O'. rn141111r • 1 -11 .. lt... i.. I� tI l i.. , 11 . . 2x6 > .. ,►.6. W/ 2x % G - . O • OrG. 5HEARWALL BLOCKING O 24' 0.C. 0 TOP OF WALL AND AT ROOF f' I -'` T iV "1! �e O •i , . c * ^EVRooucrl.S • j`. Of :Y.dSE Pflt c S' !\ t MfAtS .S 7Rhn:�.:fL 1 �j�, � 4 • CtIL 7!tE orS.M.t:• 7C � + •• OaS;:+LEG' Coy. ,Es ,•�� �J�7 ✓� • • OF INS 'Wt14 Y ,-,1..:.fir. 1 .11 II II 2x6 RAFTERS 0 24' O.G. 1^I/2x6 GLG. JSTS. 0 24" O.G. ROQ� FRAMIN PLAN moo maw 41., ENG. SCISSOR TRUSSES O 24" OL. SHEARINALL 1/2" GDX PLYWOOD ONE SIDE W/ 8d NAILS 0 6' O.G. AT EDGES, 12' O.G. IN FIELD GOPfl IGHT ©1ggq, ASSOCIATED DESIGNS, INC., ALL RIGHTS RESERVED. REFRoxallOKOF THIS VRAININ6(S) I5 PROHIBITED IMITiiOlir PRIOR NIZITTEN PERMISSION. 1V001 12 6 F ASSOCIATED 1101 DESIIGNS, INC. 49 1100 G085 DRIVE hi EUGENE, OREGON E_ 2 �i-74O2-I c18E3 PHONE: t (541) 46 I -2082 g FAX: (541) 461-1214 ■ a r.' REVISIONS, 1 ' \ OS/15/03 §11 2x6. RAFTERS O 24' O1. 2x6 RAFTERS o 24` O.G. ENG. GIRDER TRUSS ENG. TRUSSES 0 24' O.G. T-1-l1 SIDING 2x6 STUDS 0 24' O.G. R-2I INSULATION r I/2" GYP. $D. MASTER SUITE COMPOSITION SHINGLES kV 30* FELT OVER 7/16' 053 SHEATHING alb' GYP. i3D. BEDROOM 2 I1 7/8' TJ1/250 FLOOR JOISTS o I6' O.G. • E46. TRUSSES O 24" O.G. W.0.,f44t,( 74'474704tOt AVii‘WeesAt:iV4Vill'410.4l.N V.14W;r B: ► ROOM 3 R-25 INSULATION •VA, *:t+t,ittit1itartttlf.0 11.1'1titt„t_t�ar_tttcite ttttf.tta ttttttiati.�ttrittittrae�tiitttIPAIPAfitAtAtittirihiViVAVAtit!ifsts ATAN�AVi.WAVi;ittii R-IQ INSULATION CLOSET .'.* tt t t���i.+i*sw i'.i�►'iiiti�����i�i�i�i+�tit�+�ti�1�►��t1�i�i�irti�/�i�i�+��!i �!�i�ititi�i';'!i4�►!i!+i!i!i!!!;�iti�`��i'�i�s'►i*rii�ii�i�ire�i�i�i� 41.0i�i»i*�r�tei'►!•woommemii`io !'-. jam\\!%`/��\`/j\� 4x8 BEAMS 0 32" O.G. SCTJQN A -A SCALE: I/4°=I'_0tt HANDRAIL y V2' . t0• _/$4 ,p'i4AX. IsreMIt,r �) STAIR DETAIL �-- TJ1 4015T5 p 16' O.G. DBL. TJI 2x12 STRINGERS (`'J PLACES) •(2) 2x4 STIES O EACH STRINGER Ix8 RISER..BAGKE 2x TREAD SCALE[ U2' = 1'-0' 1 51DING AS PER ELEVATION R 21 INSULATION 2x6 STUDS o 24' OZ. 2x6 BOTTOM PLATE TJI TIMBERSTRAND LSL RIM JOIST DEL. 2x6 TOP PLATE 2x6 51105 0 24' 0.C. R-21 INSULATION WALL 5 GTIO:N 04.04, AretTATATAIRMAW 1/2' GYP. HD. 1/2' PARTICLE HD. A5 REM". 3/4` PLYhID. DECKING (GLUED) R-lq SOUND INSULATION (OFT) BLOCKING A5 PER TJI MFG I1 7/8' TJ1/250 FLOOR JOISTS 0 !WOG 5/8" GYP. BD. 1/2' GYP. BD. SCALEt `I/2' = is-O' • R-25 lNSiLAT1ON 5/8" TYPE 'X' 6Y'i? BD. o HOUSE / GARAGE PARTITION Gl"IRA6E 2x6 RAFTERS o 24" O.G. 242 GLG. JATA. 0 24' O.G. 5 PARALAM (FLUSH) 3 1/8"x13.5' GLULAM FOR. 4' CONC. SLAB OVER 4" SAND OR GRAVEL FILL t_ /r• ; ••/•ft. l�lji �t�I�G� i{/llri{•Y1i�r�rlrr: j�llf•!�j(-�xi STAIRWAYS: Minimum width 36 in. with min. tread run of 10 in., max. rise of 7 % in. & nosing of %-1 % in. Min. 6 ft. 8 in. headroom. Enclosed usable space under stairways requires 1 hour fire protection of %2 in. GWB HANDRAILS: Height of 34 - 38 inches when required by four or more risers shall be continuous the full length of stairs with the ends returned or rounded. LANDINGS: Required min. width of 36 in. or width of stairway and 36 in. travel distance Damp -Proofing - Required on Foundation Walls - top of footing to finished grade of crawl space & basement. Weather -Resistive Barrier - Required under Siding 2 TIMBERSTRAND LSL RIM JOIST 13/45(11 118' MICROLAH (FLUSH) • FRAME oUT FOR STAIRS :�'r�/13atx�:;:.Sr.:r!'1;;•^:+�a >� '•`3`�R!%++: ni;c . � f:Yu;e^ ... ��• SQN FLOOR FAMING. PLAN SCALE: I/4"= I'-O NOTES: e PROVIDE SOLID BLOCKING AS PER TJI MFG. • USE METAL FASTENERS AT ALL BEAM TO SUPPORT MEMBER CONNECTIONS. in USE SIMPSON U210 JOIST HANGERS @ FLUSH BEAMS. an ALL NAILING TO BE IN COMPLIANCE W GABO TABLE 602.3(0) OR UBG TABLE 23-1-0. ■ LOCAL PROFESSIONAL TO VERIFY STRUCTURAL MEMBERS CAPACITY TO SUPPORT LOADS AS REQUIRED BY SITE CONDITIONS AND LOCATION PRIOR TO CONSTRUCTION. COPYRIGHT © {GM, ASSOCIATED DE516N5, INC., ALL RIGHTS RESERVED. REPRODUCTION OP THIS DRAM 1NS(S) IS PROHIBITED FUTt{O T PRIOR MITTEN PERMISSION. Pi 6 ASSOCIATED DESIGNS, INC. 1100 JAGOBS DRIVE EUGENE, OREGON G-7402—Icis5 ( ,� PHONE: (541) 461-20452 - pk FAX: (541) 461-1214 ' 1a ■ ■ 10 REVISIONS: 05/15/03 SCALE: 1/4"=I'=01 • If►: tf► • J NOTES: • GROUND 'FAULT CIRCUIT PROTECTION REQUIRED FOR ALL. 110 VOLT, SINGLE PHASE, 15 4 20 AMP OUTLETS INSTALLED OUTSIDE, IN GARAGE,. BATHROOMS, WITHIN 72" OF KITCHEN SINK OR ABOVE KITCHEN COUNTERS.. * .COORDINATE PREWIRE FOR STEREO, TELEVISION, TELEPHONE, AND SECURITY SYSTEM WITH OWNER. * MECHANICAL SYSTEM TO BE DESIGNED BY MECHANICAL CONTRACTOR TO MEET OWNERS NEEDS AND COMPLY WITH LOCAL CODES. L. I G. HT NG• LEGEND itgq 14 24"x48" FLUORESCENT FIXTURE UNDER CABINET FLUORESCENT CEILING LIGHT RECESSED CEILING LIGHT RECESSED EYEBALL CEILING LIGHT HANGING. CEILING LIGHT WALL MOUNTED LIGHT " SMOKE DETECTOR FAN (VENT TO OUTSIDE) WALL OUTLET - SPLIT WIRED SWITCHED •OUTLET WALL OUTLET, .GROUND FAULT I NTERUUPTT WALL OUTLET, WATER PROOF GROUND FAULT INTERUPTT SWITCH • 3 WAY SWITCH TELEVISION GABLE JACK TELEPHONE JACK GARAGE DOOR OPENER MASTER SU I E LIVING FM tyro) • PATIO 21'--0"x10'--0" GARAGE 1a'--4" x221_S" \>AULTED FaYER L 1RST_rLoos_ LEGT IGAL LAN SCALE: I/4"= ILO" COPYRIGHT ©1499, ASSOCIATED DESIGNS, INC., ALL R16HT5 RESERVED; REPRODUCTION OF THIS DRAPVINS($) 15 FROM 17157 PRIOR MITTEN PER3,415510N. I ASSOCIATED DESIGNS, INC. 1100 JAGOBS DRIVE EUC ENE, ORE6ON G1-74O2_Ic1 PHONE : (541) 461-2082 FAX: (541) 461-1274 a a PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS THESE: PLANS MIST BE KEPT ON THE JOB Slit THIS BUILDING SUBJECT. TO FIELD INSPECTION CORRECTIONS REVIEWED FOR COD SPOKANE VALLEY C U PLIANC1 C71111SION ._4 ROOF LTP4 2x BLKG. OVER DRAG, TYP. CONT. 2x8 ST6224 STRAP CONT. 2x8 SHEARWALL- �h" PLYWOOD W/ 8d @ 6" 0.C. AT EDGES 8d @ 12" 0.C. AT INT. FRAMING 3/4" _ 'IEARWALL DRAG PARTIAL ROOF FRAMING PLAN TRUSS is PLYWOOD 8d @ 6" 0.C. AT EDGES 8d @ 12" 0.C. AT INT. FRAMING ROOF LTP4 8d @ 6" 0.C. ALONG BLKG. 2-Z9-og I w'H-o9 t 8d @ 6" 0.C. ALONG BLKG. 2x BLKG. OVER DRAG, TYP. N-3o-o7 ad f- co 0 O 0 z U SC m0 CO DO CC J ~¢aaz —.I CO DY • ®� a a = a 0 0: 0 CC o. ¢ S1 3 U 3 n 3 0 3 0 n 3 3 _-3 ROOF LTP4 SHEARW ALL I ill PARTIAL ROOF FRAMING PLAN Y2" PLYWOOD 8d ® 6" 0.C. AT EDGES 8d © 12" 0.C. AT INT. FRAMING 2x BLKG. OVER 8d © 6" 0.C. DRAG, TYP. ALONG BLKG. CONT. 2x8 ST6224 STRAP SHEARWALL- 1/z" PLYWOOD W/ 8d L 6" O.C. AT EDGES 8d 0 12" 0.C. AT INT. FRAMING CONT. 2x8 TRUSS 3/4" = 1 —0.. ROOF LTP4 DRAG 1 /8" = , -0.. 8d © 6" 0.C. ALONG BLKG. 2x BLKG. OVER DRAG, TYP. r O G RD 6` Dire— 7-Po-o7 z N z Q O N CC W C' W CD J (n C) (-) CI o ') W ry 0 0)o z uD n a in N 3 m N • z in No z 0 a CO C] CC 0 CC a CC V v Uj 0 8 8 U S1