3514 WETMORE AVE 2018-07-26 - Laserfiche WebLink

GENERAL SPECIFICATIONS: PREAB.ENGINEERED ROOF E °' CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS&BUILDING DIMENSIONS.&SHALL - z o PREFAB. ROOF TRUSSES 0 24" O.C. \ TRUSSES 0.24"O.C.(U.N.O.) REPORT ANY VARIATIONS TO THE DESIGNER FOR.RESOLUTION PRIOR TO CONSTRUCTION. - '� WRiTER DIMENSIONS SHALL TAKE PRECEDENCE-OVER SCALED. 2x8 PRESS.TRIO.SILL PLATE w/ COMPOSITION ROOFING ROOFING PER PLAN - FL2 z ro g QME5• 2012 INTERNATIONAL RESIDENTIAL CODE(IRC),:29.12 WASHINGTON STATE ENERGY 3/4"T. /PA TdcG OSE OR PLYWD•CD 5/8"0 A.8.0 2e/....-OR PER PLAN - - - INT.w/EXT.GLUE NAIL w/tOd 0 TYPE 15 BUILDING PAPER CODE WSEC,2012.UNIFORM PLUMBING CODE(UPC),2012 INTERNATIONAL MECHANICAL &BTWN:6•&12 OF.SILL ENDS. ?Sfi O.S.B. SHEATHING 6"/o.c.EDGES&SOLID BLOCKING WIND BAFFLE W/1"MIN.AIR' SPACE - z i ."',.v (( ) ) -' EMBED 7"MIN..INSTALL 3x3xY"PLATE CODE(IMC),AND ALL OTHER.APPLICABLE CODES. do O 10"/o.c.IN FIELD. FLOOR / WASHERS - JOIS75PER PLAN 1( - 12 .EACH TRUSS TO TOP m ROOFING 5IVFPS DEAD TOTAL SIMPSON A35 AT EACH %A, 6" MIN ALL%CHI 10 FOR 2x FIREBLOCKING .N SEE PLATES ROOF GROUND SNOW) 25 PSF- 10 PSF 35 PSF ST OR BLOCKING. �' 6"MIN.FALL WITHIN 10'OR NO VENT HOLES �o � ( W) J01 PROVIDE SWALE OR DRAIN: o¢ \LAN 2x SCREENED VENT BLOCK N ATTICS LIMITED STORAGE 20 PSF 10 PSF 30 PSF \ �� • s U DECKS SE STORAGE 40 PSF' TO PSF 20 PSF .G.W.9. `, m z m R-49 INSULATION VA Att?A71VAI:� 8d GALV.0 6'O. F, ri `r'rn DECKS(SEE R50221) 40 PSF 10 PSF 50 PSF w:xw WHERE JOISTS ARE PARALLEL �� o � T " rte• .,� _ _ - (aAPH TO TOP PLS.) Q EXTERIOR BALCONIES 40 PSF 10`PSF 50:PSF 17 -- - --- c. — '� "' FIRE ESCAPES 40'PSF TO WALL,INSTALL SOLID BLKG. _ c z "GWB OR SAG \ a 0.24"/o.c..IN FIRST TWO BAYS I. .: :FRAME FLOOR&POUR = RESISTANT OR SAG l w GUARDRAILS/HANDRAILS LS 200 LBS AT TOPANY DIRECTION u - WA STATE AMENDMENTS a ' ,�' c. GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 SQ.FT 2x4 TOP PL.ON SLAB PRIOR TO BACKFIWNG I GUTTER i3 ^w PASS.VEHICHLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. 2x6 PR.TR.PL 2"M N 5•MIN. r TABLE R302.1 FOOTNOTE A: 2-2x6 TOP PLATES PER PLAN TYPICAL FASCIA`� ROOF EAVE FIRE-RESISTANCE .g LAP SPLICES 48" D (NOTM40 PSF 10 PSF 50 PSF LAP SPLICES 48 DAMPPROOFw OUTSIDE 2 d , E ROOMS SLEEPING) � _ SURFACE w/ASPHALT � � = g RATING SHALL-BEPERMII'tED TO :.HEADER PER PLAN.USE Y _off SLEEPING ROOMS 30 PSF 10 PSF 40 PSF E EMULSION OR EQUIV. c. m BE REDUCED TO 0 HOURS ON THE STAIRS - 40 PSF 10 PSF 50 PSF - - r: UNDERSIDE OF THE EAVE IF FIRE - FOAM BOARD W/4x HEADER pp OR 300 LB PL LOAD ON 4 SQ.--IN. g 2"AIR SPACE �4 :' WALL - -:� - - - a BLOCKING IS PROVIDED FROM THE t ' BASEMENT MINIMUM.gNG WALL TOP PLATETOTHE > )¢ G.W.B. SIDING PER ELEVATION 0/ 0n INSULATETO R-21 TOBEGRADE60 - F ALL BEAMS,GIRDERS HEADERS,RAFTERS,&JOISTS:TO BE HEM FIR NO.2 OR > ^■ tl : m a UNDERSIDE OF THE ROOF 0-HOUR NON-RATED WALL TYPE 15 FELT OR BETTER AS NOTED ON PLANS GLUED LAMINATED TIMBERS SHALL BEMANUFACTURED -NO VAPOR BARRIER - REBAR- 03.3"/.c.VERT & 2 o - _ w OPT.R-21 INSUL /� r� R / z SHEATHING. / WATERPROOF BUILDING PAPER &IDENTIFIED AS REQUIRED IN AITC A190.1&ASTM-03737. - L.I - tl (1)/4 BAR w IN 12'OF THE w w Ts 2x4 STUDS 0 TOP OF THE WALL AND AT w e PLYWOOD INDEX:-CD.:ROOF&SUBFLOOR SHEATHING PER TABLE R503.2.1.1(1). - - 24".MAX./o.c.�\ - .THIRD POINTS HORIZONTAL IN �. '-1/2" GNB _ z N 2x6 STUDS 0 16"0.0.. TA L SHEATHING PER TABLE R602.3(3)&R6023(4):SHEATHING FASTENERS PER �'THE WALL PER TABLES -1 of- ns - - - - - O • X`APA T&G OSB OR PLYWD.CD 2x6 BASE.PL W/16d 0 16"O.C. TABLES.R6023(1)&(2). 4`CONC.SLAB I... R404:1.2(1)&R404.1.2(8) o c TO JST&2-t6d EA STUD STRUCTURAL MEMBER FASTENERS PIR TABLE R602.3(1).; - .SLAB BASE(2"SAND) If _ v - INT.W/EXT.GLUE.NAIL W/ o/6 MIL POLY BARRIER ...11".: 2x6 PR.TR.BASE PL I CC $ 10d 0 6"0.C..EDGES&SOUD -2x RIM JOIST W/3-16d WOOD IN CONTACT WITH CONCRETE,NEAR GROUND,OR WOOD R317. D TO WEATHER TOear BLKG.&0 10"D.C.IN FIELD BE PRESSURE TREATED OR NATURALLY DURABLE WOOD PER - :TOP.OF SLAB OR r EACH JOIST t CONCRETE&REBAR: ,, r (;:.. CRA SP.GRADE / �. SOLID B1J<G. BOOR.,STS PER.PLAN REBAR TO BE 60.000 PSI-GRADE 60 ASTM A706.WALL REBAR.SHALL BE PLACID :m 0 SUPPORTS NO CLOSER TO THE OUTSIDE FACE THAN) THE WALL THICKNESS.REBAR COVER PER _ • ()TRUSS TAIL EAVE _ )�"G.W.B.J ACI 318.FOOTINGS TO BEAR ON 1500.PSF MINIMUM:UNDISTURBED SOIL CONCRETE TO 4"GRAVEL BASE 7)¢ 8" 71¢" 4'0 PERFORATED PIPE SEPARATE OVERHANG xsnlw s•OF PROPERTY uNc - - BE MINIMUM F c=2500 PSI 0 28 DAYS(3,000 PSI FOR GARAGE/CARPORT SLABS, / / / FROM ROOF DRAINS PLACED ON A 2-2x4 TOP PLATES . EXTERIOR PATIO SLABS ON GRADE,&WEATHER EXPOSED BASEMENT,FOUNDATION - THERMAL2PR. 1'-11" MIN.OF.2"WASHED OR CRUSHED _ WAILS,PORCHES,AND STEPS W/55-7%.AIR ENTRAINMENT).MINIMUM DESIGN EQUIV. - GRAVEL.OF.AT LEAST ON SEIVE SIZE LAP SAUCES 48` _ ?fs OSB.-Xe•CDX PLYWOOD OR o.... FLUID PRESSURE=35 PCF OR PER SOILS ANALYSIS.•.. LARGER VATH 6 MIN. ON& _ . FOOTING SIZED COVERED WITH PERFORATION �OF SAME �T-1-11 SB.) CDX SHEATHING. Bd •• y o MATERIAL ;)¢•G.W.B. /-6'ON EDGE,12"IN FIELD OR zs m w / PER ENGINEER'S SW.SCHEDULE. o W USP STRUCTURAL CONNECTORS OF EQUIVALENTSTRENGTH MAY.BE ,ornoxaw'aaworxuweso■x - SUBSTITUTED FOR SIMPSON HOLDOWS STRAPS,AND CONNECTORS ¢©FULL HT. BASEMENT WALL w - 2x4 STUDS 0 16"O.C. 2x4 PRESS. '1RTD.SILL PLATE . WHERE APPLICABLE SCALE:46"_1'-0" - - - PER PLAN&048"-4)¢"OR12' OF SILL ENDS.EMBED 7•MIN. 'ROOFING OPTIONS: .. _ _ 3x3x0.229•PLATE WASHERS C J 2x4 BASE PLATE -� 0 SHAKE/SHINGLE ROOF: INTERWY. w/18"WIDE STRIPS OF TYPE 30 FELT. NAIL w/(2)GALV.FASTENERS PER EACH PIECE TO 1/2'SAX PLYWOOD - - 4•CONC. SLAB ON SAND SHEATHING OR EQUIVALENT. PROVIDE 1/2"CCX PLYWOOD SHEATHING 0 OVERHANGS. FILL&TAMP AS REQUIRED -\ - - \ O COMPOSITOR ROOF: 0/NONPERFD:TYPE 15 FELT. NAIL w/(4)GALV. m m FINISHED GRADE SLOPED FOR Q o FASTN'R.PER.EA PIECE 0/1/2" PLYWO SHTG.OR EQUIV.w/1/2'CCX • - r '1'- 6`MIN.FALL WICR THIN 10'OR o co WALL DETAIL ON TSEE CONC. HIS SHEET -&STEM I n111 1- u...79 m ROOF PROVIDE DRAINA4 TIGHTTLL NE m 3 c 119, po CONCRETE TILE-ROOF: 0(TYPE 30 FELT.NAIL w/(2)GALV.FASTENERS - 5/4x4. CAP AND RAIL(2) - - PER EA PIECE OVER 1/2 CDX PLYWD SHTG.OR EQUIV. w/1/2"CCX 0 Bd GM-V.EACH PICKET NOTE: RAILING NOT REQUIRED SEPARATE FROM FIG.DRAIN W 0/HANGS - NOT PASS THROUGH -..ON DECKS w/IN 30'OF 3, 6"/} 4"0 PERF ED GRAVEL ELI. _J E IN iii.. c`".D ©METAL ROOF: INSTALL PER MFG.SPECS.0{TYPE 15 FELT 0/1/2"CDX FINISHED GRADE NOTE: ALL WOOD EXPOSED- TO WEATHER .. 1'-0` ONE STORY i _ M PLYWD SHEAVING OR EQUIVALENT w/1/2 CCX PLYWOOD SHEATHING 0 2x2. PICKETS SPACED S0�. ' _ 1'-3" TWO.STORY CONNECT TO APPROVED I i (. La TO PRESSURE TREATED OR.HAVE SIDING - DISCHARGE 0/HANGS. :. . .THAT A 4• SPHERE.MAY B NATURAL_RESISTANCE TO DECAY SHEATHING Q V Y Q - 0 ROOF SWIG.TO BE NNAILEDNAILEDw/&IO 6"OC EDGES&12"OC FIELD- - NOT PASS THROUGH(LESS FLASHING FOR.WATER TIGHTNESS : ©BUILDING A L L SECTION Z UNBLI(D. THAN 4"GAP) S • = PR."TRIO 2x LEDGER SAME DEPTH AS WHERE APPLICABLE SCALE: 3f;" = 1'-0` U— JOISTS J¢"x4)E"LAG BOLTS, STAGGERED. _ . . (3)16d GALV.-EA PICKET 0 16"o/c LUS26.JOIST HANGERS _ - TO RESIST 20 PLP LOAD APPLIED AT RIGHT.ANGLE. TO TOP OF RAIL 5/4x4 TREATED OR TREX DECKING - PROVIDE N0.4 V1dRRCAL .O T - IVERT OR)5 THE HEIGHT OF THE POST. 2x RIM WHICHEVER IS GREATEJOIST �` SOLID BLOCKING JOISTS PER PLAN ..1III'1 2"'MIN CONTINUOUS#4 HORIZ.BAR 6" BARS AT A S4 NOT IN L .EXCEEDING 48 INCHES. CORROSION-RESISTANT METAL 2.-0" / — '" TO BE LOCATED 6"BELOW 1 IRC R404.1.4.2 5/4x4 DIAGONALBRACING 0 / FLOOR JOISTS TOP OF WALL •_ COLUMN CAP INSTALLED PER MANUFACTURER'S INSTRUCTIONS . BEAM PER PLAN POSITIVE ,� UNDERSIDE OF ATO EACH JOIST : \ ` REBAR . z ® CONNECT.TO COLUMN �• 5/4x4x2'-0`SCAB TIE EA. I SIMPSON.LTT19 0 4 LOCATIONS o - GRADE w SIDE EVENLY.DISTRIBUTED ALONG DECK - 1 1Lt-i--LFA m -&1 WLTHIN2'OFEA. ENDOF - 11'1 111 Q 4x4 PRESSSURE TREATED11 LEDGER. HOLDOWN DEVICES SHALL , #4 BAR W/ II 1.--ii, 4`0 ROOF l o .'COLUMNS -FULLY-ENGAGE DECK JOIST m 12d MINIMUM N HORIZONTAL I 3" MIN. DRAW Q rr "0x5"L FULLY THREADED LAG SCREW - io EXTENSION sf 4"0 PERF. M < ® SIMPSON CBSO44 --- w/HVY WASHER. PREDRILLED w/-MIN .. HOOK I FTG.DRAIN':i D 3"PENETRATION INTO TOP PLATE,, OH GRAVEL x I '2x4 KNEE BRACE FACE-NAILL-D ON EA. \\\ GRADE STUDS OR HEADER Il • -R405.1 z N ,z SIDE OF POST AND BEAM WITH(4)16d I \ N NAILS AT EA.FACE AND'CONNECTIONmgt---II 2" -•II - •< - DECK DETAIL " MIN II F- m I ©v CONCRETE FOOTING PER ,l �If '''':->.z.,> -... „,'v (� _ KNEE BRACE ;'DETAIL FOUNDATI N PLAN scaLF: '=,—o` �\ ,N r 52 6 1F FOOTING POURED SEPARATELY, 2)CONT4”. R HORIZ.OT o o PROVIDE#4 BAR 48`O.C.MAX. �AR 3"-4"FROM BOT. PATH STD.HOOK.EXTEND TO 3•.. - OF FTG. CUR.FROM FROM BOT.OF FTG.ROTATE- 1'-0"MIN. 1 STORY HORIZ FXTFNSION PARALLEL TO t i 1'-3"MIN. 2 STORY - - - WALL FOR PROPER CONC.COVER. - 1'-11:MIN..3 STORY :ROOF DRAIN TO BE SEPARATE FROM FOUNDATION DRAIN PLAIN CONC. FND. DETAIL 3 SEISMIC ZONE"D'. - -. SCALE)5"_ 1•-0` 3 J