1901 PINEHURST AVE 2016-05-25 - Laserfiche WebLink

r 1 GENERAL SPECIFICATIONS: g FA Z og CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS&BUILDING DIMENSIONS, aJ. "?"."' &SHALL REPORT ANY VARIATIONS TO THE DESIGNER FOR RESOLUTION li N N PRIOR TO CONSTRUCTION.WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED. o a� � CODES 2012 INTERNATIONAL RESIDENTIAL CODE(IRC),2012 WASHINGTON 0'MI' STATE ENERGY CODE(V/SEC),2012 UNIFORM PLUMBING CODE(UPC),2012 ` o INTERNATIONAL MECHANICAL CODE(IMC),AND ALL OTHER APPLICABLE CODES o I.. N m STRUCTURAL SEISMIC ZONE 51/1)2 PER FIG.R301.2(2)&ENGINEERING YAND(EXP.B) BASIC SPEED: 85 MPH PER FIG.R301.2(4) • sTG J L COMPONENT/CLADDING LOADS/TABLE R301.2(2) I' i • ' I _"+a✓ _ 0 3 U CC N� rn U I DAD04G LPC DEAD TOTAL - .., ROOF(GROUND SNOW) 25 PSF 10 PS 35 PSF ATTICS LIMITED STORAGE 20 PS 10 PS 30 PSF ATTKS NO STORAGE 10 PSF 10 PSF 20 PS G' ---. DECKS(SEE R502.21) 40 PS' 10 PS 50 PS -- filll '1 :41,'Hi cr EXTERIOR BALCOFES 40 PSF 10 PS 50 PSF FIRE ESCAPES 40 PSF1; g GUARORAILS/HANORAiS zoo Las AT TDP ANY DIRECTION GUARDRAILS IN-FILL 50 LOS APPLIED TO 1 SQ.FT. .. L. gl PASS VEHICHLE GARAGE 50 PS r ELEVATED 2003 LB Pt f - II o ROCS(NOT SLEEPING) 40 PS 10 PT 50 PS III SLEEPING ROOMS 30 PS 10 PS 40 PSF STAIRS 40 S 10 OS 50 PS OR i. OR303LB PT.LOAD 0N4SLIN. EVA: 7101-A YL AE:V$'=TI-0' ALL BEAMS,GIRDERS,HEADERS,RAFTERS,&JOISTS TO BE HEM AR NO. 2 OR BURN AS NOTED ON PLANS.GLUED LAMINATED RIMERS SHALL N It BE MANUFACTURED&IDENTIFIED AS REQUIRED IN AITC A190.1&ASI 1 O 03737. PLYWOOD INDEX CD. ROOF&SUBFLOOR SHEATHING PER TABLEAI- R503.2.1.1(1). WALL SHEATHING PER TABLE R802.3(3)&R602.3(4). SHEATHNG FASTENERS PER TABLES R802.3(1)&(2). - . \ L STRUCTURAL MEMBER FASTENERS PER TABLE R602.J(1). NOON OF LANDINGS d"SDTH NOT BE LESS I N I- YAOD IN CONTACT VAIN CONCRETE,NEAR GROUND,OR WOOD EXPOSED oTHAN THE STAIRWAYTO WEATHER TO BE PRESSURE TREATED OR NATURALLY DURABLE WOOD I SERVED.LENGTH z mE IDG. �., mihSTALL ME 36�MIN. � 5PER R317. I$' - 2"0 CONE FULL �1 IN THE DIRECTION OF �'_ '!1111111ill ' --- o 5 rnNCRE1F&RFRAR: LENGTH HANDRAIL TRAVEL. RFBAR TO BE 60.000 PSI-GRADE 6Q ASTM A706.WALL REBAR SHALL HANDRAIL TO SUPPORT X 10* ti! ''TI ti BE PLACED NO CLOMR TO Ti(OUTSIDE FACE THAN h THE WALL 200 LB.LOAD APPLIED ¢ y y THICKNESS.REBAR COVER PER AC 318.FOOTINGS TO BEAR ON 1500 IN ANY DIRECTION. M MIN {� 0 U PT MINIMUM UNDISTURBED SOL CONCRETE TO BE MINIMUM Fc=25006.40 R-1-1-1ELEVAmOI-1 zcA.L'•14".0-o" PSI 0 28 DAYS(3,000 PSI FOR GARAGE/CARPORT SLABS,EXTERIOR 1? 1 I PATIO SLABS ON GRADE,&WEATHER EXPOSD BASEMENT,FOUNDATION WALLS,PORCHES,AND STEPS W/5X-7X AIR ENTRAINMENT).MINIMUM 'v DESIGN EQUIV.FLUID PRESSURE=35 PCF OR PER SOILS ANALYSIS. In USP STRUCTURAL CONNECTORS CF EQUIVALENT STRENGTH MAY BE OPEN RAIL "srcete SHALL. SUBSTITUTED FOR SIMPSON HOEDOWNS STRAPS,AND CONNECTORS NOT Pl.SS'TMe0OcH - SPACE PIPETS EXSTlo,STOR!fob 2e/.�OVE E.XSZ6•3't WILDOk7j cur s.../...1..L_ —436 SPHERE 6� DcW N,Kt=ar Ex ST(e. MAY NOT PASS �' 1.4r+Eanc¢ N 2x12 STRINGERS ' - - it d 0 16'o.c MAX 7 0,40../..x. TEP1 LLL•••�� L 6J O ior y i• MAXIMUM NOSING• 0 9�-O" I d M d d" 2x TREADS 3'O', !o� O„ (al_C I 31-p' I NOTP THRU �� GUARDS PER_RC R312 = �' Q 6 - w TRIANGLE �\ WHERE>30"ABOVE FLOOR OR GRADE _0 Laupl G I �1 W V• 1 LEVEL BELOW. 3B"MIN. HEIGHT(AT 10 / 1 — — — —,�— — sT EP arc in OPEN SIDE OF STAIRWAY 34" MINIMUM ....___=____,..._...:5.11:1, O -> N HEIGHT MEASURED FROM NOSING.) "p I SPACE PICKETS SO THAT 4" SPHERE I UH,1 L Ft1SC2S I _Ai d STAIR DETAIL SCALE: 3/8' - 1'-0' MAY NOT PASS THRU (436' SPHERE AT 0) I I GENERIC STAIR DETAIL. ACTUAL DTLS OPEN SIDE OF STAIR). TOP OF RAIL TO L - -a 5__. _ _. - +_ - -� MAY VARY TO SUIT: PLAN. RESIST 200 LB. LOAD IN ANY DIRECTION. / / LL 0 OC PICKETS OR INFILL TO RESIST 50 LBSPLATA VIEW sc6.L_e..i/4'=II-o APPLIED TO 1 SQ. FT. AREA. Zxb T'TLT RT. LEt'c_ IZ 6oL71- Ems. GAP,44,6_ To R.Inn.QST, W/S�B"0 LPf sI 4"LOU ..ce-IL"O T4�lSIO.I TCs XI FOG BEADED ROo .y� I 1 �r:7�Oe. '� II/MOT'S&WASHERS - / / . i -1_ SMPSON 01122 OR E0. CONiMIQIS FLAS�IG PER LUS41{ F .i,,1..Jsz61 EEOC TEHSC4 TE 030E'(NOT SIO LL z.9 E)cSTG,coveteP �O Z I-- PORCH ��le'�r in av II II O a r 1N —$ X11 _i s� FLOOR JOISTS(SOLD 2X m x�(—I\)Z>'6 PT 1.41=r .1.-TEP JOIST OR 2X 9.EOONG) mac J - Q' R I I I II I Ss,I IIIIIS I I I _„ .., Za•!e I iU51I I I uYOIto . 1 1 E I I I LNDG. 1 �7 rLI I 111111111111 _ _� N U TENSION TIE DETAIL / A J3, oc '� 6 z_�. 31.0' Iy •EE APPLICABLE SCALE If•=1'-0" 1 4.4 PR.-FRT.COL, eu l P344 3ASs.(L1 0,...u. 1 IO",.To"tout. -i-G.,, FRP. C,ALIG PLAN Sca,_e.:/4'=1`-o' TMP•(-3'PLcS. OF / - J