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Wrltten dimeneioro on thle drwring ehall have precedence over
<br /> ecaled dtnerebn�. Gontactor ehall verlfy all dimeneloro,
<br /> wnditlore,ekc.,pertalnkg ko the work before proceeding.
<br /> The qvner muet be notffled of ay vcrlatian from the 2006 WSEG d VIAQ
<br /> dMenslaro mcVar candltbre sMr�n on these drawk�s fvy
<br /> s��n��ati«�����rego�vad�o�er prio�to RE5IDENTIaL. PRESGRIPTIVE
<br /> �ocaeding wlth the rvork,or the actor shall accept
<br /> i�as�s�u�y f«�rr,a�t r4�a�eiey s�. GOMf'LIANGE GFfART
<br /> GLAZIN6 U-FAGTOR IO3�4��
<br /> ROOFING MATERIAL VERTIGAL 0.35
<br /> N�SH, JON�S AND�RSON
<br /> FINISH PER ELEYATION GLAZIN6 U-FAGTOR
<br /> ON l/ib"OBS 50LID GDX 24-0 PLYWOOD OVERHEAD 0.58 GENERAL NOT�S:
<br /> SHEATHING;8d� 6"O.G.ED6E
<br /> 8d� 12"O.G.�IELD DOOR U-FAGTOR 0.20
<br /> (7/I6"OSB AGX PLYWD� EVES) GEILIN6 R-38 I.All construction per applicable codes and ordinances.
<br /> 24"GARDHOARD BA��LE MIN. 15#UNDERLAYMENT =�X 3�4�� 2006 IRG, IBG.
<br /> ALLOW FOR I" AIR SPAGE NAIL 6"ED6E,12"PIELD VAULTED \�
<br /> MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. GEILIN6 R-30 HANDRAIL: �—� 2.Verlfy all dimenslons on Job slte.Bring dlscrepancies
<br /> INSULATION. WALL ABOVE GRADE R-21 GRIP IYa"-2" � to the attentlon of Owner and/or Deslgner.
<br /> PRO.�GTION FROM
<br /> WALL INTERIOR WALL NO LE55 NOSING 3.Owner wlll verify wlndow sizes and manufacturer(s)with
<br /> SELOW GRADE R-21 h+AN��"• framer before start of constructlon. L���� �,. w,s�.
<br /> Z WALL EXTERIOR 4.One window per bedroom shall meet egress code. �'�� '� X s,,-� s j
<br /> SdLID SFIEATHIN6 � BELOW 6RADE R-10 I �,, ��� a.��y ��j �
<br /> OR GDX PLYWD. - FLOOR R-30 � I 5.5kylight glazing per 2006 ISG. � � �i� ����� �.,� '�
<br /> ��
<br /> WHERE EXPOSED N SLAB ON GRADE R-10 � � I � 6.Truss manufacturer shall supply shop drawlng s to Owner 5
<br /> TO WEATHER � � and framer to revlew and approve before Fabrlcatlon.
<br /> THIS PROJEGT GOMPLIES WITH THE ppEiy RqIL: � I � � � ��'�:�� �1�� ��'" ��''� '��
<br /> PRESGRIPTIVE REQUIRENtENTS AS � � 7.Owner wlll verlfy electrlcal and heat layouts with
<br /> SET FORTH IN WSEG 2006,TABLE �N SPAGE BETWEEN � � I Instal�er before Installatlon. �5 ;.'�� ��� ,x� q�t �� i�
<br /> TOP PL. PIGr�TS st+�L BE � I I � I
<br /> 6-I,OPTION tV. LE55 THAN 4"GLEAR � � � � � 8.Under all parallel bearing walls,U5B CIOUIJIB�015t5 Of Q5 -
<br /> GLIMATE ZONE I -WESTERN � � � noted on plan. Double�olst(or extra TJI)under all non- '��,,..,,-n=�s"""`�y��
<br /> �FA�IA BD. WASHINGTON,SEGTION 302.3,WSEG - � I � � � ' � �/
<br /> HAN6ER bearing parallel walle.
<br /> GUTTER APPROVED TRU55E5 BEARIN6 2006. � I � I I I I y
<br /> MANUFAGTURER'S SEAL. HEATING,GOOLING 5Y5TEM SIZING (� � � I � / / 9.TJI products to be installed per manufacturer's
<br /> 5EE ROOF FRAMIN6 PLAN SHALL BE PER SEGTION 503,WSEG _� � � � � J� / Installation gulde and approved reports.
<br /> FOR SPAGING 2006. m i � � �/J 10.All metal connectlons to treated wood shall be at a
<br /> Y minlmum;trip le zlnc ZMAX(6185 per ASTM A653);Hot Dlp
<br /> INSLULATE PER WSEG.,OPTION IV. � I � Galvanze(ASTM AI23 for connectors and A5TMI53 for � f
<br /> 2X BIRD BLK'G.W/ y � fasteners and anchors.
<br /> 2"SGREENED VENT 5/e"X 10"ANGHOR BOLT W/3"X3"X Q ���`�
<br /> HOLES WITH I/4" �/4"PLATE WA5HER5 0 48"o.c.NO � / � II.AII bathroom fans,kitchen hood,and dryer ducts ehall be � ��
<br /> L I Y I NG �R�� 2X4 STOP 3-2x12 exhausted throu h the attic to the roof or throu h tha t(1(V
<br /> GORRPSION RE515TANT LE55 THAN 4Y2" d NO MORE THAN 12" (�/ 9 9 c m�
<br /> METAL MESH GOVERING FROM EA.END SILL GORNER,JOINT, S��N�� Q floor system to an outslde wall. AII wall ducte shall � 6�
<br /> END,OPENIN6 ETG. 7"MIN. Q terminate at least 36"from a window opentng. ���
<br /> FIRE BLOGK ALL�lERTIGAL EMSEDMENT INTO GONG.EXGEPT� 2-2X HEADER � ��6 tV
<br /> OPENINGS IN WfiLLS AT SHEAR WALLS-SEE SHEAR WALL �
<br /> PLATES AND PLOORS NAILING SGHEDULE. —
<br /> FLOOR J015T 2X4 BLOGKIN6 Z
<br /> 2x P.T.SILL I (�IRESTOP) �
<br /> � � GLIMaTIG AND GEOGRAPHIG
<br /> �i��ocr.s � DE51GN GRITERIP�: � z
<br /> � (� ° #4 REBAR o I6"O.G.HORIZONTAL w
<br /> EN6INEERED JOISTS,SIZE AND � � PIREBLOGK STAIRS: \ TERMITE: SLIGHT TO MODERATE O CCO
<br /> SPAGIN6 PER PLAN OR 2X J015T5 � a ONGE IN TOP b BOTTOM
<br /> OF RUN BETV�EN STRINGERS DEGAY: SLIGhfT TO MODERATE � a+
<br /> �IN. �L.R. Q ° #4 REBAR� 48"O.G.VERTIGAL � �-ON6 RUN BETWEEN 51UD5 \ x A
<br /> WINTER DE51GN TEMf': I�°
<br /> �f \
<br /> USASLE SPAGE UNDER STAIRS IGESHIELD REQUIRED: NO
<br /> a . TO BE I i-IR FIRE GON5TR11GTION FLOOD HAZARDS: 2003 1992 FIRM '�..�
<br /> TOP PL.
<br /> � ° 3"MIN. AT85TA R GEILING� �TiNO LAYERZ \ AIR FREEZING INDEX: 250
<br /> GLR.TYP.
<br /> — — MEAN ANNUAL TEMP: 50
<br /> #4 REBAR
<br /> W "J"BAR
<br /> (2)2x TOP PLATE,LAP GORNERS,
<br /> D SG D T :
<br /> 0��5ET END JOINTS BY 48"
<br /> ALL FOOTIN65 TO BEAR ON STAIR NOTES:
<br /> BEARING 501L '��/p J� RISER HEIGHT - 7-�/4�� Mf�tX. ROOF LOADS: LL 25#/5F(SNOI^1)
<br /> �"GYPSUM 1NALLBOARD,TYP. yVq���q7�h{p,N 4'-0"PB2 PLAN � ST�I R I7�T�r I L � 1 I I— I Gl'�� „ DL 15#/SF �
<br /> 11t"058.OR PLYWD.SHEATHIN6. W/PVA VAPOR BARRIER� WALLS e TREAD DEPTH = 10 MII`I. TOTAL 40�/SF �
<br /> NAIL b" ED6E,12" FIELD WITH Hd AND GEILINGS
<br /> NAILS UhiLE55 NOTED OTHERWISE GI SGALE+ N.TS.
<br /> 2 STfl. �OUNfl�4TlO�l 1��T�IL FLOORLOADS: LL40#/SF �
<br /> DL 10�/SF i�■
<br /> C7� SGALE: N.T.S. PER IRG R403.1.3 S RA03.1.9.1 TOTAL 50#/SF �",
<br /> LIVING ?�i��A "
<br /> 2x STUDS m I6"O.G.TYP. DEGK LOADS: DL�O#/SF �.,
<br /> TOTAL l0�/5F �
<br /> FIRE BLOGK ALL VERTIGAL
<br /> OPENIN65 IN WALLS AT SOIL : 1500 PSF MINIMUM
<br /> PLATES AND FLODRS
<br /> GONGRETE: 2500 P51 AFTER 28 DAYS
<br /> (5�SAGiG MI�
<br /> � -3000 P51 FOR EXTERIOR FOUNDATION �
<br /> �"X 10"ANGHOR BOLT W/3"X3"X�' WALLS,PORGHES,5TEP5,AND OR
<br /> PLA7E WASHERS� 48"o.c.NO LE55 6ARAGE SLABS-ftlR ENTRAINMENT
<br /> SIDING,SEE PLAN FOR TYPE THAN 4�" 6 NO MORE THAN 12" 15 BETWEEN 5-7%(TABLE 402.2 IRG) �
<br /> FROM EA.END 51LL CARNER,JOINT,
<br /> END,OPENIN6 ETG. 7"M�N. G,4R�G�
<br /> EMBEDMENT INTO GONG.EXGEPT� MA50NRY : PER 2006 IBG
<br /> SHEAR WALLS -SEE SHEAR WALL STEEL : PER 2006 IBG(6RADE 40)
<br /> NAILIN6 SGHEDULE.
<br /> YJOOD : PER 2006 IBG
<br /> TOP FLANGE JOIST NAILING : PER 2006 IRG NAILIN6 PER TABLE
<br /> HAN6ER PER PLAN R602.3(I),R802.10
<br /> 2x BOTTOM PLATE 3/4" T�G PLYWOOD 5UB-FLOOR INSLULATE PER WSEG.,
<br /> W I ND: P
<br /> 2x P.T.SILL (6LUED d NAILED) NAIL b"ED6E, OPTION IV. 5EI5MIG: ZONE-Di dqte; 2/p5/08
<br /> 12" FIELD VJ/lod NAILS. 50LID BLOGKING o V= see deslgn�alculatlons(Wdl)
<br /> F I N. �LR. BR6.wn�L o�ove nP, permit:
<br /> iNEATHERING POTENTIAL: MODERATE
<br /> Z— - - 4"GONG.SLAB oN revisione:
<br /> 4"4�D.S.TIGHTLINE,P051TIVE � do 4"GRAWLAR BED o FROST LINE: 12"
<br /> DRAIN TO STORM SYSTEM _ I�°.4 • I� E.F.P.: 45 PSF
<br /> •
<br /> QI� ��� 4"BEAM: DOVGLAS FIR#2
<br /> FIN.GRADE TO SLOPE � � _ � ° ° a � b"BEAM: fv = 85
<br /> fb = b�5 P51
<br /> AWAY�ROM BUILDING �:
<br /> �\'��\��\/��\ � 4"P05T: DOUGLASIbROA00
<br /> � ENGINEERED J015T5,51ZE AND a.
<br /> � 6"POST: fv = 85
<br /> II GR?�WLSP�4GE SPAGING PER PLAN,
<br /> � A� � � 48 MAX. �
<br /> N ���\�� � . UNBAL/�NGED ° fb = 8?5 P51
<br /> E = 1,3oopoo
<br /> � � �� (TALLER WALLS PER PLAt�U SEE FOUNDATION PLAN � a . J015T5 b RAFTERS HEM FIR�2
<br /> �/���/��� a FOR BEAM 51ZE � 2x4 GUSSET EA.51DE Q 5TUD5: fv = 75
<br /> �j��j�� a POST SIZE/SPAGIN6 a E = 1,300,OO10 GhOGkO�.by: �
<br /> \������ REBAR PLAGEMENT
<br /> Z ���� 5EE DETAIL#2/�BpVE q0��ELT "51MP50N"H6AMI0 SHE�T
<br /> POST TO CANG. GLU-LAM BEAMS:
<br /> � \/� a a fv = I65 psl
<br /> � \j a � Q a � fb = 2,400or5GF'KU ed by slze
<br /> \� Z }' �b MIL.POLY VAPOR BARRIER a a . E = 1,800poo psi � I
<br /> a a o
<br /> / o t- a a a NOTE:
<br /> � VARIATIONS�ROM THE ABOVE
<br /> � � � � ALL REINFORGEMENT
<br /> LUMBER GRADES WILL BE
<br /> 4"m PERF.FOOTING DRAIN TILE � 1�1UST BE TIED IN PLAGE NOTED ON THE PLANS.
<br /> W/GLOTH GOVER d 6RANULAR �OR�OUNDATION INSPEUTON
<br /> GOVER AS REQ'D.BY 501L I.SUBFLOOR:
<br /> GONDITIONS SEE FOUNDATION PLAN SEE FOUNDATION PLAN
<br /> FOR FT6./FDN.SIZE FOR PAD SIZE TS6 PLYWOOD OR 05B APA RATED
<br /> S11JRD-I-FLOOR Ib"O.G.,3/4"
<br /> ALL�OOTIN65 TO BEAR ON ALL FODTIN65 TO BEAR ON WALL d ROOF SHEATHING:
<br /> BEARIN6 501L BEARING SOIL APA RATED SHEATING 24/I6 l/I6"
<br /> FOOTIN6 FOR :
<br /> 8"WALL- 18"x 12"POOTING
<br /> 18"BELOW GRADE
<br /> �4 STUB STEEL-48"o.c.VERT.
<br /> , TYPI G�L� W,4LL S�GTI ONS Ut�lLE55 NOTED OTFfERiN15E
<br /> GI SGALE� N.TS.
<br /> (�!�'�f �`.�� �w/�F��TT'
<br /> ���JI�i,�J��7 ��� �'�r�,�/�1�
<br />
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