|
T.
<br /> - wire*are o" c-a,ry"a:hare peese.ee o� _
<br /> reeled..:et<. .M." '";,remed NASH AND ASSOCIATES
<br /> I"a..".r mit Ise ease Iron:
<br /> ...amebic.axerereshoe bem solvedes i,the peke t ",y GENERAL NOTES:
<br /> I6.rooN.�W
<br /> ".Pa-aG;for Ver cwt two r.s soman.:ac`ep` _ - -•
<br /> I.All construction per applicable codes and ordlnances.
<br /> / 103/4"• / 2012 IRO,1130.-2012 WASHINGTON STATE ENERGY CODE
<br /> ROOFING MATERIAL •
<br /> FINISH PER ELEVATION • 2.Verify all dimensions on Job site.Bring discrepancies
<br /> ON 1,16"OBS SOLID CDX 24-0 PLYWOOD. to the attention of Owner and/or Designer. •
<br /> SHEATHINGS CI 0 6°OL.EDGE • 1� 3.Owner 0111 verify window 51205 and nra faGtu'er(5)With
<br /> 8d O 12'oD.FIELD L framer before Start of construction.
<br /> • !7/76'OSB ACX PLYWD®EVES) 3/4
<br /> 24"CARDBOARD BAFFLE MIN.In LNDERLAYMENF
<br /> ALLOW FOR I"AIR SPACE NAIL 6°EDGE,1FIELD -
<br /> MIN.EXTEND 12"ABOVE WITH ed NAILS,U.N.O.UHANDRAIL: t'E
<br /> INSULATION. m 4.One window per bedroom shall meet egress co e-
<br /> PM2IPIN"-2'6
<br /> . PRO..EGTION FROM 5.Skylight glazing per 2012 IBC.
<br /> WM11M1b LESS- \ NOSING6,Truss marefacturer shall supply shop drawings to Owner
<br /> •
<br /> SOLID-'_ATHING Z • and Framer to review and approve before Fabrication. 25 I
<br /> IS 'i,'
<br /> OR ci2X PLYWD. .% 1.Owner will erify electri al and hent layouts with , CHITEC
<br /> ' WHERE EXPOSED .Installer before Installation. ,
<br /> TO I'EATFER N
<br /> '`t'VAVA%%tA,,',T }— \ '�' 8.Under all parallel bearing walls use double Joists or as
<br /> ., I, noted on plan. Double Joist(or extra TUI)under.all non- /
<br /> IOPEN RAIL, �` bearing parallel walls. r.
<br /> 1 Gi•Y MAS NASH
<br /> �''�I�i�r r r r r r i r r PICKETS SPAGE T5 SHALL BEEN '/ 9.121 roducts to be Irbtalled manufactuer's STA'- WASHINGTON 7
<br /> TOP PL. !►y,��������A��, P Per
<br /> IX FASCIA BD. LESS THAN 4'CLEAR ♦ \ _ Installation guide and apprpved reports.
<br /> W/METAL
<br /> APPROVED TRIYJ.,L i BEARING i .i HANGER IO.AII metal connections to treated wood shall be at a
<br /> MANIFAG'NRERS SEAL. �' minimum;triple zinc ZMAX(6185 per ASTM A653),Hot Dip •�t - m / / Galvanze(ASTM A123 for connectors and ASTMI53 For
<br /> == SEEROOFPLAN - J�" / fasteners and anchors.
<br /> •'1►� INSULATE PER MEC - m Y/' II.All bathroom fans,kitchen hood,and dryer duds shall be n
<br /> 2X BIRD BLK'6.W/ 'OR / exhausted though the attic to the roof or through the
<br /> 2"SCREENED VENT �-A Y _ / floor system to an outside wall. All wall ducts shall WW LyiAy
<br /> HOLES WITH 1/4i %pp"X 10"ANCHOR BOLT W/3°X3"X / / 0 } opening. L .
<br /> ��+ /q"PLATE WASHERS®48"oa.NO terminate at least 36"from a window o In C�_�• �..)
<br /> META •
<br /> L ION RESISTANT LESS THAN 4)"d NO MORE THAN 12' 204 STOP sir— •-. 3-2x12
<br /> METAL MESH COVERING L IYI NG AREA o
<br /> FROM EA.END SILL CORNER,JOINT, STRINGERS rg. U
<br /> IR END,OPENING ETC,, 1°MIN.
<br /> FIRE BLOCK ALL VERTICAL EMBEDMENT INTO GONG.EXCEPT a 2-2X HEADER W CLIMATIC AND GEOGRAPHIC V W . B
<br /> OPENINGS IN wALLs AT SHEAR WALLS-SEE SHEAR WALL - • - S DESIGN CRITERIA: O
<br /> PLATES AND FLOORS NAILING SCHEDULE. +III 0 F"'
<br /> • 2x P.T.SILL FLOOR JOIST �� 2X4 BLOCKING Z H
<br /> (FIRE-STOP) TERMITE: SLIGHT TO MODERATE
<br /> .'_ I- _ DECAY: SLIGHT TO MODERATE �y
<br /> . \ 5' WINTER DESIGN TEMP: 11' °� U •E
<br /> E #4 REBAR a Ib"O.C.HORIZONTAL FIREBLOGKS '9 . ICESHIELD REOUIRED: NO �JJ
<br /> ENGINEERED JOIST6,SIZE AND ^ FIREBLOCK STAIRS:
<br /> N. f°O.1
<br /> •
<br /> SPACING PER PLAN OR 2X JOISTS ONCE IN TOP 6 BOTTOM FLOOD HAZARDS .2003 1412 FIRM CI�
<br /> FIN.FLR. OF RUN BETWEEN STRINGERS \ AIR FREEZING INDEX. 250 „/77�"-1111 TY:
<br /> #4 REBAR a 48"OL.VERTICAL d ALONG RUN BETWEEN SMOG
<br /> H 17 fl I USABLE SPACE UNDER STAIRS \ MEAN ANNUAL TEMP: 50 Y
<br /> III I�I TO°T I EHR'FIRE C3.(TWO.LAE .. " w
<br /> 3"MIN. 5/8'TYPE'X'G.W.B.(TWD LAYERS
<br /> AT STAIR CEILING) -
<br /> •
<br /> TOP PL '� u u u � �cLR. P. Ni., • \ DESIGN DATA:
<br /> rmr• — W14 r
<br /> _ #4 REBAR � _
<br /> W"J'BAR ROOF LOADS: LL 25#/SF(SNOl^)
<br /> (2)2x TOP PLATE,LAP CORNERS, DL 15#/5F
<br /> OFFSET END JOINTS BY 48' �— - . TOTAL 40K/5F
<br /> a �i - ALL FOOTINGS TO BEAR ON STAIR NOTES:
<br /> ln
<br /> e �1; - 'BEARING SOIL FLOOR LOADS: LL 40#/SF
<br /> ..� ss"GYPSUM WALLBOARD,TTP. ^ /� may/ /� RISER HEIGHT = 1-3/4"MAX. •
<br /> Tie"065.OR PLYWD.SHEATHING. `+� W/PVA VAPOR BARRIER a WALLS ©STAIR DETAIL I 1 P I GAL TREAD DEPTH= 10°MIN. - DL IO//5F -�
<br /> NAIL 6"EDGE,12'FIELD WITH 8d ^•� AND CEILINGS —
<br /> — TOTAL 50#/SF •
<br /> NAILS UNLESS NOTED OTHERWISE '���� NEIFSCALE:N.TS.
<br /> ©STD" FOUNDATION DETAIL DECK LOADS: LL 60#/n//S id-
<br /> / ®SCALE:N.T.S. PER I%0,405.1.9 t 0408.13.1 . TOTAL 10#/SF Q
<br /> 2x STUDS a 16"o.G.TTP. L V I NG AREA - _ SOIL. I50O P5F MINIMUM
<br /> I FIRE BLOCK ALL VERTICAL _.1
<br /> OPENINGS IN WALLS AT CONCRETE: 2500 PSI AFTER 23 DAYS
<br /> PLATES AND FLOORS (5/ SACK MIX) .
<br /> ' -3000 PSI FOR EXTERIOR FOUNDATION
<br /> WALLS,PORCHES,STEPS,AND OR
<br /> -GARAGE SLABS-AIR ENTRAINMENT
<br /> IS BETWEEN 5-1%(TABLE 4022 1RC)
<br /> "X lo"ANCHOR BOLT W/3203°0 k" U
<br /> SIDING,SEE PLAN FOR ITPt \ PLATE WASHERS SILLa B.00.NO LESST, .MASONRY: PER 2012 IBC
<br /> \V THAN E 6 NO MORE THAN I2'
<br /> FN; PE.END 1°CORNER,JOINT, GARAGE
<br /> it
<br /> END;OPENING ETC. 1°MIN. STEEL: PER 2012 IBC(GRADE 40)
<br /> EMBEDMENT INTO GONG.EXCEPT a - WOOD: PER 2012 IBC
<br /> SHEAR WALLS-SEE SHEAR WALL
<br /> NAILING SCHEDULE. NAILING:. PER 2012 IRC NAILING PER TABLE
<br /> ' TOP FLANGE JOINT 1
<br /> 0602.3(1),8802.10
<br /> 2x BOTTOM PLATE HANGER PER PLAN-- WIND, 85 MPH
<br /> Y4'TOG PLYWOOD SUB-FLOOR - SEISMIC, SEE CALCULATION PACKET
<br /> • 2x P.T.SILL (GLUED f NAILED)NAIL 6"EDGE, INSULATE PER YSEG.,
<br /> 12"FIELD W/IOU NAILS. SOLID BLOCKING E • .WEATHERING POTENTIAL MODERATE date: 01/0140
<br /> FIN.FLR. / ERG.WALL ABOVE TYP. permit:
<br /> -2 .J -- ' ' ---- —__ — wr _ FROST LINE: 12" revisions,
<br /> 4°e DS.TI6Hri1NE,POSITIVE �4"GRANULAR BED E.FP.: 45 P5F
<br /> DRAIN To STORM SYSTEM r d • ,,,,,�,',,,,�,��',/ °elf 4°GONG SLAB ON 4"BEAM: DOUGLAS FIR 85 u2
<br /> FIN.GRADE TO SLOPE—`Y \ --.. a. �i�� �e�� ° 6"BEAM:
<br /> ;r: 111111111110111111111111111611 fb=1315 P51
<br /> AWAY FROM BUILDING
<br /> Z ,�v�\/�� II - \ o _��t�lw'e1 Ir.�c:..�r:rl 121 .11,..,_.3 rife%tom.icii E=1,600AOU
<br /> / \/ - 10 1 ENGINEERED JOISTS,SIZE AND o 4"POST: DOUGLAS FIR#2\ \" SPACING PER PLAN. 5"POST: fb=815 P51
<br /> \ 48"MAX. GRAIALSPAGE
<br /> N \�/° . UNBALANCED E=1300000
<br /> :\ Nv; - - (TALLER WALLS PER PLAN) - - SEE FOUNDATION PLAN I - JOISTS 4 RAFTERS HEM FIR#2
<br /> ����� FOR BEAM SIZE E 6 STUDS: Fv=15
<br /> /,/ ° POST SIZE/SPACING 2x4 GUSSET EA.SIDE. - fb=550 F51 drawn by Ro
<br /> Z \�\\�\ REBAR PLACEMENT E=1,300,000 cheeks �LaJ:
<br /> \�/ - SEE DETAIL 02 ABOVE 10#FELT "SIMPSON"HGAMIO .
<br /> . POST TO GONG. GLU-LAM BEAMS: SHEET
<br /> •° 4° Iv=165 psi •
<br /> 2 , __ .�6 MIL.POLY VAPOR BARRIER J a ,'4_ ° IMIfb=2,400 p51(reduced by size G
<br /> factor,CP"KU
<br /> __ —' E=1soo,Uoo psi
<br /> m ALL REINFORCEMENT NOTE:
<br /> 4"a PERF.FOOTING DRAIN TILE 0) MUST BE TIED IN PLACE VARIATIONS FROM THE ABOVE .
<br /> IN/CLOTH COVER 0 GPANLLAR FOR FOUNDATION INSPECITON -
<br /> COVER AS RENBY SOIL _ WILL BE
<br /> D.
<br /> CONDITIONS SEE FOUNDATION PLAN SEE FOUNDATION PLAN NOTED ON THE PLANS.
<br /> FOR FTG./FON.SIZE FOR PAD SIZE 1.SUBFLOOR:
<br /> ALL FOOTINGS TO BEAR ON ALL FOOTINGS TO BEAR ON TNG PLYWOOD OR 055 APA RATED
<br /> BEARING SOIL BEARING SOIL - STURD-I-FLOOR IS"0.C.,5/4"
<br /> - WALL 0 ROOF SHEATHING:
<br /> APA RATED SHEATING 24/16 1/16"
<br /> FOOTING FOR:
<br /> n • 0 TYPIGAL WALL SECTIONS WALL-18"x 12"FOOTING
<br /> IS"BELOW GRADE
<br /> ♦ • SCALE:NTS.
<br /> #4 STUB STEEL-48"o.C.VERT.•
<br /> UNLESS NOTED OTHERWISE
<br />
|