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<br /> Ni-Ittan dimwnlore on thb d-arving ehall have precedenca wer � � �
<br /> xaled dlmernlorn. GoMactor ehall verlfy all aknernlons, .
<br /> condltbre,etc,pertainkg to Hie wa'k Fxfore proceedkg.
<br /> � Tip Orner must be no[Ifled of[ry vv'W[la6 Irom the
<br /> dlmaisloris md/or'candltbrn sMrai on these drovincjs. NKJ
<br /> wch vcrlatlon ehall be resolved�y the Arrer prbr to .
<br /> � pr oceading with the work ar the Coritractor shall accept � .
<br /> full resporeroility for the coet to recdfy sane. �
<br /> �03�`�u
<br /> ROOFING MATEi21AL � NASH, JONES aNDER50N
<br /> �INISH PER ELEVATION GEAIERP�L NOTES:
<br /> ON 7/I6"OB5 50LID GDX 24-0 PLYI^�OD
<br /> • SHEATHING;8d� b"O.G.EDGE
<br /> 8d o 12"O.G.FIELD I.All constructton per appllcable codes and ordlnances.
<br /> (7/I6"OSB AGX PLYWD�EVES) _ X 3/4„ 2009 IRG, IBG.-200q WASHINGTON STATE ENERGY GODE
<br /> 24"GARDBOARD BAFFLE MIN. I5�UNDERLAYMEh1T
<br /> ALLOW FOR I"AIR SPAGE NAIL b"ED6E,12"FIELD m d 2.Verify all dimensione on�ob 51te.Bring discrepancles
<br /> MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. RINDRP'IL:2 � r� to the attent�on of Owner and/or Designer.
<br /> INSULATIDN. PROJEGTION PROM
<br /> WALL NO LE55 N051NG 3.Owner wlll verify wlndow slzes and manuPacturer(s)wlth
<br /> Pramer bafore etart of constr�ctlon. �
<br /> THAN I�".
<br /> n
<br /> Z4.One window per bedroom shall meet egress code. ''S� �1�G13 . ��
<br /> � <� ,ki?rt.t�il'i T'
<br /> SOLID SHEATHING � � 5.Skylight glazing per 2009 IBG.
<br /> OR GDX PLYWD. N � � I 6.Truss manufacturer shall supply shop drawin9s to Owner
<br /> WHERE EXPOSED — � I �� and framer to review and approve before iabrlcation.
<br /> TO WEATHER I i � i �I r �,���'�i�,��
<br /> OPEN RAIL: � �.Owner wlll verify electrlcal and heat layouts wlth �i > � `- �
<br /> OPEN SPAGE BETWEEN I � � I I installer before Installatlon. 5;j',•��'�(�F t/Y,a�i'ill�l� N
<br /> TOP PL. Picr.Ers sH�..�B� i i i i i � I 8.Under all parallel bearing walis,use double�o�sts or as
<br /> LE55 THAN 4' GLEAR � I noted on plan. Double�olst(or extra TJI)under all non- r�""'�
<br /> IX FASGIA BD. _ � I HAN6ER bearing parallel walls.
<br /> W/METAL � � I II � I y�/ /
<br /> ��R APPROVED TRUSSES BEARING � 9.TJI products to be Installed per manufacturar's
<br /> MANUFAGTURER'S SEAL. m � i i � �y� / Installatlon gulde and approved reports.
<br /> SEE ROOF FRAMING PLAN �
<br /> � � J 10.AII metal connectlons to treated wood shall be at a
<br /> FOR SPAGING I � I/
<br /> lY� � y minimvm;trlp le zinc ZMAX(6I85 per A5TM A653);Hot Dip �
<br /> INSULATE PEiZ WSEG �y/ � fasltene s and�hor5for connectors and A5TMI53 for � �-.
<br /> 2X BIRD BLK'G.W/ s�e�X 10"ANGHOR SOLT NU 3"X3"X � ��� "
<br /> 2"SGREENED VENT �/4°pLp,7E Wq5HER5� 48"o.c.NO � I I.AII bathroom fans,kitchen hood,and dryer ducts shali be
<br /> I-lOLES WITN I/4" \ /� 2X4 STOP 3-2x12 � exhausted through the attic to the roof or through the Q���1�
<br /> CARRPSION RE515TANT L I Y I NG �R�l'\ LE55 TIiAN 4Y2" S NO MORE THAN 12" STRINGERS Q floor system to an outslda wall. All wall ducts shall ���
<br /> METAL MESN GOVERING FROM EA.END SILL GORNER,JOINT,
<br /> END,OPENIN6 ETG. 7"MIN. � terminate at least 36"from a wlndow opening. ^
<br /> EMBEDMENT INTO GONG.EXGEPT� 2-2X HEADER � ��6�
<br /> FIRE BLOGK ALL VERTIGAL SHEAi2 WALLS-5EE SHEAR WAl_L � �
<br /> ._.
<br /> OPENINGS IN WALLS AT NAILING SGHEDULE.
<br /> - PLATES AND PLOORS FLOOR J015T 2X4 BLOGKIN6 Z
<br /> 2x P.T.51LL I (FIRESTOP) �
<br /> � � GLIMATIG AND GEOGRAPHIG
<br /> a FIREBLOGKS � DESIGN GRITERIA: W z
<br /> � I� �4 REBAR o Ib"O.G.HORIZONTAL \ z p
<br /> FIREBLOGK STAIRS: 7ERMITE: SLIGHT TO MODEf2ATE O U�
<br /> ENGIt�EERED JOISTS,SIZE AND � `� ONGE IN TOP i BOTfOM ~' Q'i
<br /> DEGAY: SLIGHT TO MODERATE
<br /> SPAGING PER PLAN OR 2X J015T5 F a OF RUN BETV`�EN 51RINGERS \ W
<br /> ��N• �1"R' Q �4 REBAR A 48"O.G.VERTIGAL � �-ON6 RUN BETV�EN 51UD5 WINTER DESIGN TEMP: Il° x (.a
<br /> `r USABLE SPAGE UNDER STAIRS \ IGESHIELD REQUIRED: NO ��'� �
<br /> T O B E I H R F I R E GONSTRUGTIOF! Q Q
<br /> � 5/8"IYPE 'X'G.W.B.(TWO LAYERS FLOOD NAZARDS: 2003 1992 FIRM �.
<br /> TOP PL. 4 � GLRMTYP. AT STAIR GEILING) \ AIR FREEZING INDEX: 250
<br /> MEAN ANNUAL TEMP: 50
<br /> �4 REBAF2
<br /> W"J"BAR
<br /> DE51GN DATA:
<br /> (2)2x TOP PLATE,LAP GORNERS,
<br /> OF�SET END JOINTS BY 4b" STAIR NOT�S:
<br /> ALL FOOTINGS TO BEAR ON ��/p /�
<br /> BEARIN6 SOIL 5T�I R 1�ET�I L � I I 1— I G/"�� RISER HEI6HT = 7-3/4�� MAX. ROOF LOADS: LL 25�/5F(SNOhV �
<br /> f2"6YP5UM WALLBOARD,TYP. WALL 6REATER THAN 4'-0"PER PLAN DL I5#/5F
<br /> 7T6"05B.OR PLYWD.SHEATHING. W/PVA VAPOR BAR121ER A WALLS e TREAD DEPTH = 10�� MIN. TOTAL 40�/SF �
<br /> NAIL 6"EDGE,12"FIELD WITH 8d AND GEILIN65 GI SGALE� N.T.S.
<br /> NAILS UNLEx NOTED OTHERWISE 2 STfl. �OUNfl�T I ON n�T�I L �LOOR LOADS: LL 40�/SF �
<br /> DL 10�/5F .,■
<br /> TOTAL 50�/5F ����
<br /> G I SGALE= N.T.S. PER IRG R408.1.9 � R40B.1.9.1
<br /> /� DEGK LOADS: LL 60�/SF �'�
<br /> 2x 5TUD5� Ib"O.G.T'(P. L I Y I I VG l"lR�l'\ TOTAL"(O#/SF
<br /> �
<br /> FIRE SLOGK fiLL VERTIGAL 501L : 1500 P5F MINIMUM
<br /> �_ OPENINGS IN WALLS AT
<br /> PLATES AND�LOOf25 GONGRETE: 2500 P51 AFTER 28 DAYS
<br /> _�
<br /> (5�SAGK MIJQ
<br /> � -3000 P51 FOR EXTERIOR FOUNDATION �
<br /> WALLS,PORGHES,STFPS,AND OR
<br /> �"X 10"ANGHOR HOLT W/3"X3"X�-' GARAGE 5LAB5-AIR ENTRAINMENT
<br /> SIDING,SEE PLAN FOR TYPE PLATE WASHERS� 48"o.c.NO LE55 15 BETWEEN 5-l%(TABLE 402.2 IRG) V
<br /> THAN 4�" B NO MORE THAN 12"
<br /> FROM EA.END SILL GORNER,JOINT, G���G�
<br /> END,OPENING ETG. l"MIN. MASONRY : PER 2009 IBG
<br /> EM6EDMENT INTO GONG.EXGEPT m STEEL : PER 200�I IBG(GRADE 40)
<br /> SHEAR WALLS-5EE 5HEAR WALL
<br /> WOOD , PER 200G IBG
<br /> NAILING SGHEGULE.
<br /> NAILING : PER 200q IRG NAILIN6 PER TABLE
<br /> TOP�LANGE J015T R602.3(I),R802.10
<br /> HAN6ER PER PLAN
<br /> WIND: 85 MPH
<br /> 2x BOTiOM PLATE �"TdG PLYWOOD 5UB-FLOOR
<br /> 2x P.T.51LL (6LUED d NAILED)NAIL 6"EDGE, INSULATE PER WSEG., SEISMIG: ZO -Ds dptp, Ol/OI/10
<br /> 12"FIELD W/IOd NAILS. SOLID BLOGKING m V= see deslgn calculations(Wdl) po���.
<br /> BRG.1NALL ABOVE TfP. WEATHERING POTENTIAL: MODERATE
<br /> f OYI310f15�
<br /> �IN. �LR. - 4"GONG.SLAB ON PROST LINE: 12"
<br /> Z— 4"GRANULAR BED E.F.P.: 45 P5F
<br /> 4"4�D.S.TIGHTLINE,P051TIVE � I I�o Q �
<br /> aol
<br /> DRAIN TO STORM SYSTEM _ � I 4"BEAM: DOUGLAS FIR#2
<br /> a� a a a �j b"BEAM: pv = 85
<br /> FIN.GRADE TO SLOPE � � 'l �� � ° fb = 86�5�I
<br /> AWAY Fi20M BUILDIN6 '� � / 0 4"P05T: DOUC�LASIPIR0200
<br /> Z\'�\\�\\�\� ENGINEERED J015T5,SIZE AND ° 6"POST: fv = 85
<br /> � ��/� �� SPAGING PER PLAN, a
<br /> fb = 875 P51
<br /> � � , 48° Max. GR�WLSP�GE E _ �,�opoo
<br /> c� �/�' �� ° UNBf�Lf�NG�D a JOISTS t RAFTERS HEM FIR�2
<br /> ������� (TALLER WALLS PER PLAW 5EE FOUNDATION PLAN ° d 5 T U D 5: fv= 75 y-,7'
<br /> �\\�\\�, FOR BEAM SIZE d 2x4 GUSSET EA.SIDE E = 1,300p00 G�hOGkOd,by: �
<br /> � a POST SIZE/SPAGING �
<br /> a GW-LAM BEAMS:
<br /> \/���/�/ REBAR PLAGEMENT "51MPSON"HGAMIO ��T
<br /> Z �� SEE DETAIL�2 ABOVE q0�FELT ppST TO GONG. fv = 165 psl
<br /> � \�/ Q - ° fb= 2,400�psl��ed�ced by eize � I
<br /> � \// a . � ° a E = Iboo,000 psi
<br /> — ��/ . Z 6 MIL.POLY VAPOR BARRIER 4
<br /> � o _ � � a . . .a a o , a° NOTE�
<br /> �/� � YARIATIONS FROM TNE ABOVE
<br /> \ � � � ALL REINFORGEMENT NOD ON T�HEEPI..ANS.�
<br /> 4"�PERF.FOOTING DRAIN TILE � MUST BE TIED IN PLAGE
<br /> W/GLOTF+GOVER d GRAMJLAR FOR FOUNDATION INSPEUTON
<br /> I.SUBFLOOR:
<br /> GOVER AS REQ'D.BY SOIL 5EE FOIJNDATION PLAN SEE FOUNDATION PLAN
<br /> GONDITIONS FOR FTG./FDN.SIZE FOR PAD 51ZE TdG PLYWOOD OR OSB APA RATED
<br /> STURD-I-FLOOR Ib"O.G.,3/4"
<br /> ALL�OOTIN65 TO BEAR ON WALL E ROOF SHEATHING:
<br /> ALL FOOTIN65 TO BEAR ON BEARING 501L '
<br /> APA RATED SHEATING 24/Ib
<br /> BEARING SOIL
<br /> FOOTING FOR:
<br /> 8"WALL- 18"x 12"FOOTING
<br /> 18"BELOW GRADE
<br /> �4 STUB STEEL-48"o.c.VERT.
<br /> , TYP I G�4L W�LL S�GT)ON5 �E55 NOTED OTfiERW15E
<br /> G I sc,�� N.Ts.
<br /> ���`� �F �VER�T�
<br /> ���'���V�1�� ��� ���1�1�
<br />
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