1513 HOYT AVE 2017-06-12 - Laserfiche WebLink

.z PREFAB.ENGINEERED ROOF -6 PREAB.ENGINEERED ROOF TRUSSES 0 24"O.C.(U.N.O.) TRUSSES 0 24"O.C.(U.N.O.) ROOFING PER PLAN a- " GENERAL SPECIFICATIONS: ROOFING PER PLAN WIND BAFFLE W/1"MIN.AIR SPACE CONTRACTOR SHALL VERIFY All SITE CONDITIONS&BUILDING DIMENSIONS,k SHALL =o io a SIMPSON H2.SA OR H1 EACH WIND BAFFLE W/I'MIN.AIR SPACE 3 REPORT ANY VARIATIONS TO THE DESIGNER FOR RESOLUTION PRIOR TO CONSTRUCTION. m 12 TRUSS TO TOP PLATES o WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. SEE 2z SCREENED VENT ELOCK SIMPSON H2.5A OR HI EACH 48 W�' R-49 INSUL. PLAN W/SIMPSON RBC 0 48" 12 TRUSS TO TOP PLATES ?A 48 CODES:2012 INTERNATIONAL RESIDENTIAL CODE(IRC),2�WASHINGTON STALE ENERGY O.C.TO TOP PLATES .- SEE w o CODE(WSEC).2012 UNIFORM PLUMBING CODE(UPC),2012 INTERNATIONAL MECHANICAL )6"GWB OR 14"SAG o m'`•' CODE(IMC),AND ALL OTHER APPLICABLE CODES RESISTANT GWB 8d GALV.0 6"O.C. m m PLAN 2x SCREENED VENT BLOCK p%7,5 in �(DIAPH.TO TOP PLS) _'^ 2-2x6 TOP PLATES R-49 INSULATION 8d CAM 0 6"O.0 LOADING LIVE DEAD TOTAL LAP SPLICES 48' (DIAPH.TO TOP PLS.) w ti 3 ROOF(GROUND SNOW) 25 PSF 10 PSF 35 PSF 26 GA.CONT. )g'GWB OR SAG $ 4x HEADER PER PLAN. ATTICS LIMITED STORAGE 20 PSF 10 PSF 30 PSF a ALUM.GUTTER W 2"R-10 FOAM BOARD PER PLAN RESISTANT)¢"CWB o i3 �'� te ATTICS NO STORAGE 10 PSF 70 PSF 20 PSF INSULATION REWIRED. TYPICAL FASCIA GUTTER DECKS(SEE R502.2.1) 40 PSF 10 PSF 50 PSF SIDING PER ELEV.0/TYPE 2-2x6 TOP PLATES PER PLAN �TY'PICAL FASCIA EXTERIOR BALCONIES 40 PSF 10 PSF 50 PSF 1/2"G.W.B. 15 FELT OR WATERPROOF LAP SPLICES 48" FIRE ESCAPES 40 PSF R-21 INSULATION BUILDING PAPER GUARDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION NAIL KRAFT PAPER FACE TO HEADER PER PLAN.USE 2' °o°o GUARDRAILS IN-FILL 50 LBS APPLIED TO 1 SO.FT. FREE EDGE OF STUD ORzo FOAM BOARD W/4.HEADER PASS.VEHICHLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. PROVIDE 4 MIL.VAPOR BARRIER 0 ROOMS(NOT SLEEPING) 40 PSF 10 PSF 50 PSF > )r G.W.B. SIDING PER ELEVATION 0/ 0 0 SLEEPING ROOMS 30 PSF 10 PSF 40 PSF J TYPE 15 FELT OR SCISSOR TRUSS SECTION STAIRS 40 PSF 10 PSF 50 PSF R-21 INSUL. WATERPROOF BUILDING PAPER o OR 3DO LB PT.LOAD ON 4 SO.IN. - WHERE APPLICABLE SCALE: V=1'-0" 2x6 STUDS 0 16"O.C. ALL BEAMS,GIRDERS,HEADERS,RAFTERS,&JOISTS TO BE HEM FIR NO.2 OR ■ BETTER AS NOTED ON PLANS.GLUED LAMINATED TIMBERS SHALL BE MANUFACTURED )'x'APA T&G OSB OR PLYWD.CD 2x6 BASE PL.W/16d 0 16'O.C. &IDENTIFIED AS REWIRED IN RITC A190.1 k ASTM D3737. INT,W/EXT.GLUE,NAIL W/ TO JST&2-16d EA STUD 'T-1-11 PLYWD OR)z"COX PLYWOOD INDEX:CD. ROOF k 5283(00&SHEATHING8602.94).PER TABLE FASTENERS TYP.2x6 WALL PLYWOOD SHTG OR�e O.S.B. 10d . 6"O.C.EDGES&SOLID 2x RIM JOIST W/3-I6d WALL SHEATHING PER TABLE&602.3(3)&&602.3(4).SHEATHING FASTENERS PER 3/4"APA T&G OSB OR PLYWD. NAIL 8d 6"O.C.EDGE,12" BLKG.k 0 10'O.C.IN FIELD EACH JOIST TABLES R602.3(1)&(2). CD INT.W/EXT.GLUE.NAIL W/ O.C.FIELD OR PER ENGINEER'S STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). 10d 0 6"O.C.EDGESk SOLID SHEARWALL SCHEDULE SOLID BLKG. FLOOR JSTS PER PLAN WOOD IN CONTACT WITH CONCRETE,NEAR GROUND,OR WOOD EXPOSED TO WEATHER TO BLOCKING&0 10"O.C.IN FlELD 0 SUPPORTS BE PRESSURE TREATED OR NATURALLY DURABLE WOOD PER R317. SOLID BLOCKING 2x6 BASE PLATE )f"G.W.B. i CONCRETE&REBAR: SIMPSON A35 0 32"O.C. 2x RIM JOIST 2-2x6 TOP PLATES I Y REBAR TO BE 60.000 PSI-GRADE 60 ASTM A706.WALL REBAR SHALL BE PLACED FLOOR JOISTS PER PLAN LAP SPLICES 48" NO CLOSER TO THE OUTSIDE FACE THAN Ji THE WALL THICKNESS.REBAR COVER PER J4"CCX PLYWOOD SHTG. ZZ o ACI 318.FOOTINGS TO BEAR ON 1500 PSF MINIMUM UNDISTURBED SOIL CONCRETE 10 OR R O.S.B.SOFFIT HEADER PER PLAN. c m w USE 2"FOAM BOARD BE MINIMUM TIO=2500 PSI 0 28 DAYS(3,000 PSI FOR GARAGE/CARPORT ND SLABS, 2-2x6 TOP PLATES R-30 INSUL.W/VAPOR W/4x HEADER o w EXTERIOR PATIO SLABS ON GRADE,&WEATHER EXPOSED BASEMENT,FOUNDATION LAP SPLICES 48" PER z 3fi"T-1-Tt PLYWD OR 14'CD% RETARDER WARM SIDE o PLYWOOD SHTG OR 3f,*O.S.B. WALLS,PORCHES,AND STEPS W/5$-7$MR ENTRAINMENT).MINIMUM DESIGN EQUIV. plA" a "G.W.B. NAIL Bd 6" EDGE,12" FLUID PRESSURE=35 PCF OR PER SOILS ANALYSIS. CANTILEVER WILL BEAR J �O.C.FIELD D.C.OR PER ENGINEER'S ON FRAMED WALL OR `- - �, R-21 INSUL. UFOUNDATION WALL S.W.SCHEDULE. SP STRUCTURAL CONNECTORS OF EQUIVALENT STRENGTH MAY BE in 2x6 STUDS 0 16"O.C. 2.6 BASE PL.W/t6d 0 16"O.C. SUBSTITUTED FOR SIMPSON HOLDOWNS,STRAPS,AND CONNECTORS CANTILEVER SECTION TO JST&2-16d EA STUD WHERE APPLICABLE SCALE: J§'=V-0' -"APA T&G OSB OR PLYWD.CD 2x RIM JOIST W/3-16d INT,W/EXT.CLUE.NAIL W/ EACH JOIST 10d 0 6"O.C.EDGES&SOLID 20 PRESS.TRTD,SILL PLATE W/ �._2.• Tui BLKG.&0 10.O.C.IN FIELD Jf"0 A.S.0 48"O.C.OR PER PLAN 3 0 1UEsx•6m-Wa wTH &8TWN.4Y2"&12"OF SILL ENDS. PROVIDE N0.4 VERTICAL m N ao afiarrr SIACE:w"ii SOLID BLKG. FLOOR JSTS PER PLAN EMBED 7'MINIMUM.INSTALL 3x3A m �' 6" BARS AT A SPACING N01 a TER AT MT. O SUPPORTS PLATE WASHERS. CONTINUOUS 14 HORIZ.BAR xAxoTux To smPOxT 200 m. Q F 3 TO BE LOCATED 6"BELOW IN. EXCEEDING 48 O7CHES. wAo"s D x Axr TOP OF WALL IRC&404.1.4.2 ° C11O"' 18"MIN.CLEARANCE m FINISHED GRADE SLOPED FOR Z v STEM WALL&FTG. m d PER PLAIN CONCRETE 6"MIN.FALL NITHIN IO'OR o sv0°FAa PcPIiMTs 12"MIN UNDER BEAMS i PROVIDE SWALE OR DRAIN. (� o _ FOUNDATION DETAIL 'x 3 `� REBAR z Wr vx6ar R-301NSULATION x_ � C M Ti "OT P"s INSUL.PLUMBING&MECH. T C Z °o GRADE TO Tc ROOF DRAIN 4"TIGHTLINE U• - INT.GRADE 6 MIL BLACK POLY BARRIER. 4 6^ 414 SEPARATE FROM FTG.DRAIN FA¢xuT W P.TO LAP EDGES 12"MINIMUM +4 BAR W/ V - Ord aTS sucSul 1•_3^ 4"0 PERF PIPE IN WASHED 12d MINIMUM Ij° 1' 4"0 ROOF a ac io&K'G,Sao �e GRAVEL CONNECT TO HORIZONTAL ,I 3"MIN. DRAIN• APPROVED DISCHARGE .c EXTENSION TWO STORY SECTION i 4"0 PERF. K cxa a r.us A� SID.HOOK FTC.DRAIN •a fLLFWS uxom 51" .+rxr Ac¢ssxut WHERE APPLICABLE SCALE: R GRAVEL y 2.TarA1K:T.aP.cas 6•SPHJ6:WY &405.1 i III PAss Trw 2" � �xrXr roTr rf wnxs LT_O Or all ,Y MIN. II, / `��`` sxxu MOT a LESS Tx II s z m 2.12 STxmuAS m surwAr sero. O 16"QC YA% T2x6TM 9x s x' :�a rxrur w TM 2x4 RAIL AND CAP io '.JT N FOR M Aa+"�xT °YrC110M OF TaA`� Jf'0 HOG THREADED ROD 36'MIN.HEIGHT w s Pm 1ec ama 2x2 PICKETS SO THAT A 4" w/NUTS&WASHERS VAPOR BARRIER TO EXTEND SPHERE MAY NOT PASS THRU o IF FOOTING POURED SEPARATELY, ff&2)CONTIN.i4 HORIZ, BETWEEN HWSE AND LEDGER SECURE W/3-16d GALV.RAIL W. PROVIDE 14 BAR 48"O.C.NAX. 3-4FROM BOT. STAIR DETAIL scux:i'"r-c SIMPSON DTT2Z OR E0. TO RESIST 200 LB LOAD IN NTH STD.HOOK.EXTEND TO 3" FTG. DECK TENSIONTIE. ANY DIRECTION.PICKET TO O z UR.FROM BOT.OF FTC.ROTAII; 0"MIN. 1 STORY INSTALL IN 2 LOCATIONS APPROVED RESIST 50 LB LOAD APPLIED TOHORIZ.EXTENSION PARALLEL TO ALONG DECKDECKING 1 SQ.FT.OF AREA.3"MIN.2 STORY �•V 3 WALL FOR PROPER CONIC.COVER. 1'-11'MIN. 3 STORY JOISTS FRAMING FROM OPPOSITE SIDES OVER A V NOTE: RAILING NOT REDD.ON x=—a - -ROOF DRAIN TO BE SEPARATE FROM FOUNDATION DRAIN BEARING$UPPIXTT SHALL LAP A MINIMUM OF 3 FLOOR JOISTS PER PLAN :DECK JOISTS PER PLAN DECKS W/IN 30"OF FINISHED INCHES AND SHALL BE NAILED TOGETHER WITH ————————— PLAIN C 0 N C. F N D. DETAIL A MINIMUM THREE 10d FACE NAILS.SOLID 3/4-APA T&G OSB OR PLYWD.CO \ GRADE N a BLOCKING SHALL BE PROVIDED AS LATERAL INT.■/EXT.GLUE.NAIL r/lOd 0 2x LEDGER W/M1L. `2x RIM JOIST I w SEISMIC ZONE b" SCALE: =I'-0" RESTRAINT AT EACH INTERMEDIATE SUPPORT. 6"O.C.EDGES&SCUD BLKG.&0 HANGER BRACKETS. " HANGE LAGS 0 SOLID BLOCKING ti TOE NAIL JOISTS AND BLOCKING TO BEAM./ 10.O.C.IN FIELD �+ 170.4.INTO HOUSE0BEAM PER PLAN CONN. N z (3 p- RIM JOIST OR PER POS.CONNECT TO COL. vi FLOOR'�S� BEAM-COLUMN CONNECT ENGINEER'S DETAIL 2x4 SCAB TIE OR METAL O ®z PER PLAN .n IA LATERAL BRACING CONNECTOR EA,SIDE _ 2x4 OR 2x6 TIES w/2-16d OR ci z METAL CONNECTOR 0 UNDERSIDE OF JSTS COLUMN PER PLANS BEAMS&COLUMNS 0 BEAM&COLUMN NOTE: ALL WOOD PROVIDE KNEE w PER FOUNDATION PLAN. TYPICAL EA SII E — EXPOSED TO WEATHER BRACES TO RESIST o COLUMN BASE UP 8"OR TO BE PRESS.TRTD. LAT.FORCES IF COL. U USE PRESSURE TREATED PROTECT COLUMN BAS: OR HAVE NATURAL EXCEEDS 4'HT. CONCRETE FOOTING ��w/TYPE 90 ROOFING RESISTANCE TO DECAY PER FWNDATI IN PLAN COLUMN-FOOTING ANCHOR INTERIOR GRADE ■/MASB OR EOUIV. GRADE _ SIMPSON COL.BASE PER s MFGR.SPECS. INT. BEARING SUPPORT .. CONCRETE FOOTING PER WHERE APPLICABLE SCALE: 1'-0" 6 DECK DETAIL FOUNDATION PLAN �"= OR WHERE APPLICABLE SCALE: I'-0'