Loading...
DNS BLD2022-1340+ORIG. HOUSE PLANS10.3.2022_11.53.45_AM+3141901{ FRONT ELEVATIQ 11411 ; 11_0 " SNINbLG SIDi►..lc, @ GAl'SLG CTYP)----_-- BD . i V�D i ►..t F� , ,I A, t w F L- Z Ft' ------------------- w4 x 3 TRH M Wl bI?Jr car W to t -IAIIV FL_P_ --A-- LEFT ELEVATION 6A�L. B REAR `E.LETIbI IZ TY P 5 Composition 3 tab rooting o/ 15Ib. felt a/'/," sheathing. .Vinyl Sstlsa t _ (typical) , .Hortzontah lap siding o/151b felt o/ 3/8" min, sheathing o/ frame wall. .Muenry veneer o/ 1/2" air -space o/151b tk q! 34" mein. sheathing o/frame wall w/blPifrk*aS_�34 o.c. staggered E.W. J'P rAde wrw s at bottom RIGHT ELEVATION Abiss •shall be placed in such a position as to be plainly visible from the street. Numbers shall contrast from their background..- Is; .A floor or landing 8" *Ox. below threshold is required frami an exit door/1003..3.1.6 .A V/," min. & 2" max. dia. handrail is required +34-38" above tread nosing when risers number more than 3. At least one handrail shall extend not less than 12" beyond the top and bottom riser./1003.3.3 GENERAL SPECIFICATIONS CODE: UNIFORM BUILDING CODE (U.B.C.) 1997 EDITION & THE WA. ST. ENERGY CODE 1997 EDITION ALONG WITH ALL ADD111ONAL APPLICABLE CODES BUILDING: OCCUPANCY - GROUP: (R), TYPE: V N SEISMIC ZONE 3 PER 1629.4.1 FIG 16-2 ZONE FACTOR Z= 0.30 / TABLE 16-1 WIND (EXPOSURE B) BASIC SPEED - 80 MPH PER FIG. 16-1 REQUIREMENTS: PRESSURE 16.4 PSF / TABLE 16-F CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, & BUILDING DIMENSIONS, PRIOR TO PROCEEDING WITH THE WORK. ANY VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWINGS SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR TO PROCEEEDING WITH THE WORK. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. CONVENTIONAL LOADING: VERIFY W/JURISDICTION LOADING LIVE DEAD TOTAL TILE ROOF (SNOW) 25 PSF 17 PSF 42 PSF LIGHT ROOF (SNOW) 25 PSF 10 PSF 35 PSF PARTITIONS 0 PLF 80 PLF 80 PLF 40 PSF 10 PSF 50 PSF 3/4" APA RATED T&G CD INT W/EXT, GLUE, NAIL W/10d 6 O.C. 0 EDGES & SOLID BLK'G 10' O.C. IN FIELD JSTS PER PLAN 2-2x4 TOP PLATES LAP SPLICES 48" MIN. 1" AIR SPACE N INSUL TO R-13 -� F5 2x4 #2 H.F. STUDS 0 24" O.C. STRUCT MEMBERS TO BE N1 #2 HEM/FIR OR BETTER ------ REBAR PER REQUIREMENTS 4" CONC. SLAB 0/ 6 MIL BL POLY BARRIER 0/ POROUS FILL COMPT'D TO 95% MIN. 2x4 OR 2x6 P.T. SILL PLATE SEE REBAR REQUIREMENTS ROOF DRAIN-4" SEP FROM FTG [FLOOR TE: SLAB AND WALL BE CURED AND DIAPHRAM INSTALLED OR TO BACKFILUNG WATERPROOFING BY APPROVED MFG 20 PRESS. TRTD SILL PLATE TIGHTUNE DRAIN FLOORS •• BALCONIES 60 PSF 10 PSF 70 PSF DECKS 40 PSF 10 PSF 50 PSF 4 �``' ! 4" DIA PERF PIPE IN WASHED 8 4 TO STAIRS & EXITWAYS 100 PSF 10 PSF 110 PSF GRAVEL CONNECT 1'4 1 APPROVED DISCHARGE LUMBER STRENGTH: PER 1997 UBC & 1984' N.D.S. STANDARDS HEM FIR FOR 2x MEMBERS, DOUG FIR FOR BEAMS & HEADERS U.N.O. WALL FURRING SECTION JOISTS & RAFTERS FIBER STRESS SHEAR ELASTICITY 2x HF #2 850 75 1.3 WHERE APPLICABLE SCALE: 3/8" = 1'— 0 2x DF #1 1000 95 1.7 BEAMS & HEADERS 4x DF #2 875 95 1.6 4x DF 1 1000 95 1.7 fix DF 2 875 85 1.3 6x DF #1 1350 85 1.6 GLU-LAM 1 B RS DF LARCH (16F-V3 DF/DF) 1600 165 1.5 DF/LARCH (24F-V4 DF/DF) 2400 165 1.8 CANTILEVERED GLU-LAM TIMBERS 24F-V8 D/F D/F GLU-LAM BMS TO BE KILN DRIES D.F. DISPLAY AITC STAMP. ALL STRUCTURAL MEMBERS TO BE #2 HEM/FIR OR BETTER AS NOTED ON PLANS PLYWOOD INDEX: CD.; SUBFLOORING PER TABLES 23-II-E-1&2 & 23-II-F-1&2. ROOF SHEATHING PER TABLE 23-II-E-1&2 FLOOR & ROOF DIAPHRAGMS NAILED PER TABLE 23-II-H BRACED WALL PANEL LOCATION, TYPE, & AMT./ TABLE 23-IV-C-1 REFER TO SHEAR PANEL DETAIL OR SCHEDULE FOR PRESCRIPTIVE SOLUTION, OR ENGINEERING NOTES AND DETAILS. SHEAR WALL DIMENSION RA110S TO CONFORM W/ TABLE 23-II-G SHEAR WALL NAILING REQUIREMENTS PER TABLE 23-II-1-1&2 ALL WOOD TO WOOD CONNECTIONS - NAILING / TABLE 23-II-8-1 ALL WOOD IN CONTACT W/ CONC. TO BE PRESS. TRT'D. WOOD EXPOSED TO WEATHER TO BE PRESSURE TRT'D OR WOOD W/ NATURAL RESISTANCE TO DECAY PER 2306. ROOFING OPTIONS: (VERIFY WITH JURISDICTION) 0 SHAKE SHINGLE ROOF: INTERWEAVE W/ 18" WIDE STRIPS OF 30# LT. FASTEN W/ (2) GALV. FASTENERS PER EA. PIECE 1x6 STD OR BTR SKIP SHEATHING 0 10 O.C. WITH SOLID SHEATHING 0 OVERHANGS (2) 8d EA PIECE, EA RAFTER/TRUSS 0 COMPOSITION ROOF: ON NONPERFORATED 15# FELT FASTENED W 4 GALV. FASTENERS PER EA. PIECE 1/2" CDX PLY OOD SHEATHING OR EQUIV WITH 1 /2 CCX PLY SHEATHING 0 OVERHANGS NAILED W/8d 0 6" O.C. EDGES, 12" FIELD ® N 30 FELT 2x6 #2 HEM/FIR WHERE `n 3/4" APA RATED T&G CD INT 1/2" CDX PLYWOOD SHTG NAIL 6" EDGES, 12' FIELD WWVEXT GLUE, NAIL W/10d 6 O.C. 0 EDGES & SOLID BLK'G 2x6 BASE PLATE 10" O.C. IN FIELD FLOOR JSTS PER PLAN 2x RIM JOIST SOLID BLK 0 SUPPORTS 2-2x6 TOP PLATES LAP SPLICES 48' I 3/8 MIN SOFFIT i CONT. VENT i r ' R-19 INSULATION U.N.O. CANTILEVER WILL SIT ON L_ 0/ UNHEATED SPACES STANDARD EXT. WALL-2 STORY PER PLAN OR STANDARD FND WALL IF CANTILEVER SECTION APPLICABLE SCALE: 3/8" = 1'— O" 2x4 RAIL AND CAP 36' MIN. TO TOP 2x2 PICKETS SO THAT OF CAP A 4" SPHERE MAY NOT PASS THRU SECURE W/ (3) 16d GALV. 24, 24, OR 5�//4x4 OR TO RESIST 20# /LF LOAD 3/4' PLY W/WEATFIEtPR00F MEMBRANE NOT REQ. ON SUWN/GIrNOT 30' OF FINISHED GRADE N DECK JOISTS PER PLAIN — — 2x RIM JOIST 2x LEDGER W/ MTL HANGER BRACKETS SOLID BLOCKING 2 ROWS 16d 0 16' O.C. BEAM PER PLAN INTO HOUSE RIM JOIST CONNECTION TO COL (OR REST ON TOP PLATE) 2x4 CLEAT BOTH SIDES 10 LATER& BRACING ON UNDERSIDE OF JOISTS ',uUkr-,616 TIL R F. O FASTENED W 2 GALV. FASTENERS PER EA. PIECE NOTE COLUMN PER PLAN 1x STD OR TR KIP SHEATHING 0 10" O.C. ALL WOOD EXPOSED TO PROVIDE KNEE BRACES 1/2" CDX PLYWOOD SHEATHING OR EQUIV WEATHER TO BE PRESS. TRT'D IF FOR LATERAL RESISTANCE WITH 1 /2" CCX PLY SHEATHING 0 OVERHANGS OR HAVE NATURAL RESISTANCE COLUMN EXCEEDS 4'-0' HT. NAILED W/8d 0 6" O.C. EDGES, 12 FIELD TO DECAY 0 METALROOFING: INSTALLED PER MFG. SPECS. 1' MIN. 1 2 CDX PLYWOOD SHEATHING OR EQUIV GRADE WITH 1 /2" CCX PLY SHEATHING 0 OVERHANGS SIMPSON STEEL POST BASE NAILED W/8d 0 6" O.C. EDGES, 12" FIELD �`+ + INSTALL PER MFGS SPECS. ANCHOR BOLT & VERTICAL 8PA1NG CONCRETE FOOTING Lula7MITAI OCOAD CDArju©. u � Rr iu All cA4W-q PER FDN. PLAN 8AWE VACING FALL iMGHT HEIGHT OF 12 10' 9' 8' 12' REBAR #5 0 1 TS 11" O.C. 10' REBAR 14 • 11 #4 0 13 BOLTS V-7" O.C. 1'-4' O.C. 91 RMAR #4 0 14 #4 0 t6 • la '-8" BOLTS 2'-2" O.C. V-10" O.C. O.C. 81 REBAR • 1 J4 0 16 '-7' 0 16 14 0 If '-1' BOLTS 3'-10 • 64 2'-4" O.C. 0. . 7 Pam Ts •16 " ` 1 -10. O.C. 16 '=5' ♦ #4 • r r ', 6' #4 • 16 f4 L 16-#4 tfi 1S 5' 0 Ilr #4 i16 16 i1N•16 9OLTS, X X X 4,RMM 16 1 #4 • 16 #4 16 TS X X x x SEE TABLE IVA IF MORE THAA! 2 -STORIES SEE TABLE 29-A 1F MORE T4M 1 STORY IX SEE T 11-A DECK DETAIL WHERE APPLICABLE SCALE: 3/8" = 1'— 0" REBAR REQUIREMNTS: 2 14 IN FTG, #4 0 18" O.C. EA WAY IN STEM UP TO 4'-0HIGH DESIGN CRITERIA - 5 SACK CONCRETE _ f c PSI 2500 MIN. REBAR COVERAGE: - GRADE 40 REBAR = fy PSI 40,000 3' CLR 0 BOT OF FIGS OF WALL - SOIL BEARINGECAP CITY = 2000 LBS / SQ FT 3/4 '' CLR 0 IN IDEID F WALL TADI C 1)0_ A 0. OF STORIES BOLT SPACING WALL WIDTH FOOTING WIDTH F()0 NG DEPTH 6 1 6'-0' 6. 12 2 4-0 8 15 7 3 2'-8' 10 18 8 FLOOR SHEATHING IS NAILED ANCHOR BOLTS: * MIN. 1 /2 AO" * 7' MIN. EMBEDMENT * USE WASHERS & NUTS 2x2As PLATE WASHERS * 1 BOLT WITHIN 12' OF ENDS & MIN. 2 BOLTS PER PIECE OF SILL PLATE 15' MIN LAP SPLICE OF REBARI' 3/4" APA RATED T&G CD INT ME. GLUE, NAZI W/10d COL PER PLAN 6 O.C. 0 EDGES & SOLID BLK'G 10' O.C. IN FIELD S 1l - — SOLID BLOCKING BMS & COLS PER BM COL CONNECT. PLAN VIEW FOUNDATION PLAN 2x4,OR 2x6 TIES 2-16d BM & COL EA SIDE SECURE POST TO 2x6 PRESSURE W/2 -Sd NAILS PER POST TREATED SILL PLATE ° ` ', INT GRADE . ANCHOR PLATE TO FTG. CONC FOOTING PER FN PLAN W/2 CONC. NAILS PER PLATE INTMED. BRG. SUP. WHERE APPLICABLE SCALE: 3/8" = 1'— 0" BRICK VENEER W 1" MIN. AIR TYPICAL 2x6 WALL SPACE W/ 15# LT PAPER SUB FLOOR: 0/SHEATTHHING 3/4' APA RATED T&G 22 GA. MTL ANCHORS CD INT W/EXT GLUE 0 16' O.C. VERT. & HORZ. 26 GA. GALV. FLASH'G 3/8' WEEP HOLES 0 32" O.C. FT, ,�•TS. � Y to cm STANDARD FND WALL GRADE: SLOPE AWAY 8 FROM FOUNDATION INT GRADE 0 1/4' PER FOOT _ CRAWL SPACE, FOUNDATION, BRICK VENEER AND DRAINAGE PRE STANDARD SECTION WHERE APPLICABLE SCALE: 3/8" = 1'— 0" PRE-ENG ROOF TRUSSES,* 24' O.C. ROOFING PER PLAN W/ 1' MIN. AIR SPACE B7H2-5' 12 H4, H5 EA TRUSS/RAFTER ¢@ 0 EVERY OTHER TRUSS/RAFTER-TO TOP PLATES PSEREN IN BAFFLE 2x SCRND. VENT BLKG. POSITION 70 TRANS. ROOF FORCES TO 12" ABV BLOWN TOP PL. RIP FROM 2x6 TO FIT VERT. 6' ABV BATT EDGE NAIL ROOF SHTH'G 8d GALV. 0 6"O.C. INSU TIN P 1 97 C 1 /2" G.W.B. 3 gLUMA'Gl 2-2x6 TOP PLATES TYPICAL FASCIA LAP SPLICES 48" W/(6)16d 6x8 OR 4xE ##2 D.F. HDR. PER PLAN UNL91' NOTED 4x8 W/2" FOAM BOARD SIDING PER ELEV. /� 0/ 15# FELT. 1/2" G.W.B. Z R--1L9 I SUATION: U.N.O. STUD TOR PROypE 4 M I:r CDX L VAPOR BARRIER. PLYWOOD SHTG OR 7/16' O.S.B., NAIL 8d w d 6' O.C. EDGE 12" IN FIELD 2xx66LT H.F._�t1SS 0 Be O.C. (SHEARWALL CRITERIA PRESIDES) ORKBETTER i2 -ARMOR 2x6 BASE PL W/16d 0 16" O.C. TO JST & 2-16d EA STUD 3/4" APA RATED T&G CD INT 2x RIMJOIST W/3-16d W/EXT, GLUE, NAIL W/10d EACH JOIST 6 O.C. 0 EDGES & SOLID BLK'G 10" O.C. IN FIELD 2x4 PRESS. TRI'D SILL PLATE SEE REBAR REQUIREMENTS SOLID BLK'G FLOOR JOISTS PER PLAN (SHEARWALL CRITERIA PRESIDES) 0 SUPPORTS DBL UNDER PARALLEL PART. 18' MIN. CLEARANCE �, o0 12" MIN UNDER BEAMS •� GRADE: SLOPE AWAY R-19 INSULATION U.N.O. 6 FROM FOUNDATION ®1 4 PER FOOT INSUL. PLUMBING & MECH. .� INT, GRADE 6 MIL BLACK POLY BARRIER io ROOF DRAIN-4" TIGHTUNE LAP 12' MIN & UP F/W TO SILL 3" 6 3 SEP FROM FTG DRAIN 4" DIA PERF PIPE IN WASHED 1 0" GRAVEL CONNECT TO ONE STORY SECTION APPROVED DISCHARGE _WHERE APPLICABLE STllD �2�0� ^16�µ"ggO.�C �Q g 2HEM/F1R OR ATIER E 4' CONC. SLAB ON SAND. FILL, TAMP AS REQ GARAGE WHERE APPLICABLE SCALE: 3/8" = 1'— 0" 3/8" MIN CDX PLYWOOD SHTG NAIL 6" EDGES, 12' FIELD 20 PRESS. TRT'D SILL PLATE SEE REBAR REQUIREMENTS —GRADE- SLOPE AWAY 0 : FROM FOUNDATION a _1 0 1/4" PER FOOT • 0 ' . ?o ROOF DRAIN-4" TIGHTUNE SEP FROM FTG DRAIN 4' DIA PERF PIPE IN WASHED GRAVEL CONNECT TO 'EC TI ON APPROVED DISCHARGE SCALE: 3/8" 1'-- 0" PRE-ENG ROOF SCISSOR TRUSSES 0 24' O.C. ROOFING PER PLAN BAFFLE W/ 1" MIN. AIR SPACE H2.5, H4, H5 EA TRUSS/RAFTER QR 12 H-1 0 EVERY OTHER TRUSS/RAFTER TO TOP PLATES INTERIOR PITCH: 2x SCRND. VENT BLKG. EA BAY POSITION TD TRANS. ROOF FORCES TO PER PLAN TOP . PL. RIP FROM 2x6 TO FIT -VERT, EDGE NAIL ROOF SHTH'G 8d GALV. 0 6b:C. R-30 BATT 1 /2' G.W.B. 26 GA. CONT. ALUM. GUTTER LAP SPLICESP48 W/(8)16d TYPICAL FASCIA PER PLAN 6x8 OR 4x8 D.F. HDR. NOTED UN S 4x8 WI%2� FOAM BOARD SIDING PER 1/2' G.W.B. SCISSOR TRUSS SECTION WHERE APPLICABLE SCALE: 3/8" = PRE-ENG ROOF TRUSSES 0 24' O.C. ROOFING PER PLAN BAFFLE W/ 1' MIN.' AIR SPACE 12 H2.5, H4, H5 EA TRUSSAAFTEK . � IS� N H-1 0 EVERY OTHER TRUSS/RAFT1 R TP TOP P,LAIIES' INSUL BAFFLE T T WOOFf�V.6 12' ABV BLOWN T ( Ij AEC R 5Hti ` 6' ABV BATT 0 6" O.C. TYE'. INSULATION PER 1997 WSEC 1 /2' G.W.B. C OUT 2-2x6 TOP PLATES LAPSPLICESSPLICES 48" W/(,8)16d PER R1 AN 6x8 OR 4x8 �2 D.F. HDR. UNLESS NOTED 4x8 W/ 2' FOAM BOARD G P£R - 1/2" G.W.B. 0/ 15# FEifi. R-19 INSULATION: U.N.O. a NAIL TO FREE EDGE OF STUD OR PROVIDE 4 MIL VAPOR BARRIER. 2x6 �N2 H.F. STUDS 0 16" O.C. CK SSTTRUCT. MEMBE3RS M. BED #2 HEMMR OR BETTER 2x6 BASE PL W j16d • 18' -O,C.. 3//4" APA RATED T&G ( INT TO JST & 2-16d EA'STUD W�EXT. GLUE, NAIL W/10d 2x RIMJOIST- W/3-16d fi O.C. 0 EDGES & SOLID BLK'G EACH JOIST 10" D.C. IN FIELD SOLID BILK FLOOR JSTS PER PLAN 0 SUPPORTS DBL UNDER PARALLEL PART. 1/2" G.W.B. 2-2x6 TOP PLATES LAP SPLICES 48' W/(8)16d 6x10 OR 4x10 #2 D.F. HDR. UNLESS NOTED 4x10 W/ 2" FOAM BOARD 1/2" G.W.B. 5 " T-1-11 PLYfd�l vi?". N 1/" CDX PLYWOOD SHTG OR 7/16 O.S.B., NAZI ad a 2x6 H.F. STUDS 0 1B" O.C. 6' O.0 EDGE, 12" IN OR 24 O.C. STACK FRAME ((24' O.C. STUDS.6":MN �) SIRUCT. MEMBERS TO BE .(SHEARWALL CRITERIA PRESIDES) #2 HEM/FIR OR BETTER 4' CONC. SLAB 0/ 2x6 BASE PLATE 0/ 6 MIL POLY BARRIER 2x8` PRESS. TRT'D StL PLATE W/ 0/ POROUS FILL COMM SEE REBAR REQWREM91TS TO %5R MIN. (SHEARWALI. CRITERIA PRESIDES) 00 -. GRADE: SLOPE AWAY R-10 RIDGID INSULT -p z FROM FOUNIDA11ON, RETURN 2'-0 BACK UNDER* � 0 1/4", PER FOOT , SLAB AROUND PERIMETER W/IN 12' OF MADE t° ROOF DRAM-4" TIG>'MTIJI SEP'FROM FTG DRAIN 12` 4" DIA PERF• ,P(PE IN WASHED !RAVEL CONNECT 11 TWO S TOR Y SECTION AP�RDvm DmAi E WHERE APPLICABLE SCALE: 3/8= -- O' DAYRAM 2x6 9'97 ♦ �.. DESIGN CONSULTANTS MUKILTE©, WA or 425--745--656-9 Y: i P r a .a rir. � as 7 ro > { w= t M A. y' F: 00 ` + *7 M ,M 2 x 4 TOP PLATE 4x HEA APA RATES SHEA 7/16' MIN, 24/0 i 1/2' x 1 SIMPSON or EQUAL MINIMUM LATERAL RESTRAINT PANEL Scale No Sc qLe LOWER FLOORNOUNDATION PLAN I/411 = I'-o" MAIN FLOOR PLAN W='11-ou A R-F ,AS MA.1 N J=L-M. 1 8 Ac 7 SQ. FT. LOW EX FL-ft. Sofa 64q. r-T- To -rA, L_ 2(P53 SQ. Fr- eAA%P-AQE 43S :542, FT-. at L-4% 7-1 N C, 44o.5 5Q, Fr. = 0. -+ Vo CHARLES C. LEE I.D.A. Cart No. I - 657 wprun vacamwg-tw-mm now* Inkt -Do jw mp* Y."r- ki =der WOw#9dftI* ,tr# =bL 3*" M &1.04 4 IIL bumbi* huceb to bm a 25' now robtet". to am L6 pboa nws, pgr auk we bdasiced g valm AM be Pmvwod ibr ":Md tWsbowor c6 abo. y Glm,aff eadcourm 11111W Z ja� sk"g,c4fujot 2�0 1016"0' is "nit .Dftwitw am, "Not, to -,t*: Jbe COOMC* sw I* %"tow � A-VA.C. �q4mwti'�& o"P 1"Ic, doWe glan -aad to J* I*b*A *W­** Zko* Boat OU A�"X lit, U T* to mid 'Io,&— or *3"'"'bdft .*Ift "down Ibr tow, vo =d 4s 1wre okim 0 411WO, -Gtodox st swrwii il'IM 0* 'Of OAXIft *0 -ftAwm to c0awy vi" 216 "402 O*sW aid;o�** ;;,dW top plate & UpOW i0m,m* iiij. ^;'r" X-10 is-WAV tot & be Xemps _15eadmie & '*M' 0606yam.Ik .11ri bua .PI"ift so" bbdft O*w *01 -bmvo. by, o._i_ uco vr_T&C- .7 AI'M_c_