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<br /> YFItlen dimereloro on Lhb d-oV1x�shall have precederice over � � �
<br /> xalad aknwtsbre. Gontxtor etnll veriFy all dFnernbns,
<br /> candltlore,etc,perto�hy to the work Wfore proceedtg. �
<br /> The Owner rtnn[F»notlfied of uy vv�latlan frqn the
<br /> dima�slar axUor candltlortz sfmwn on tlme drmvhys. fvy
<br /> wch vrniatlon shall be rewNadta�the Oraier prior to
<br /> proceedkg wlth the work or tha Gantractar shall accept �
<br /> P II respornk>ii�ty for the coet to rectity eama.
<br /> 103/4��
<br /> ROIO�IN ER E EVATION NASI"I, JONES ANDERSON
<br /> ON"(/I6"OB5 SOLID GDX 24-0 PLYWOOD G�NERf�L NOTES: .
<br /> SHEATHING;8d� 6"O.G.ED6E
<br /> 8d� 12"O.G.FIELD
<br /> (7/I6"OSB AGX PLYWD� EVES) I.All construction per appllcable codes and ordlnances.
<br /> 24"GARDBOARD B,4FFLE MIN. I5�UNDERLAYMENT \X 3/4u 2009 IRG, IBG.-2009 WASHINGTON STATE ENERGY GODE
<br /> ALLOW FOR I"AIR SPAGE NAIL 6"ED6E,12"FIELD
<br /> MIN.EXTEND 12"ABOVE WITH bd NAILS,U.N.O. HANDRAIL: �� 2.Verlfy all dlmenslons on Job site.Bring discrepancles
<br /> INSULATION. GRIP IYa" -2" m to the attentlon of Owner and/or Deslgner.
<br /> . PROJEGTION FROM
<br /> WALL NO LE55 NOSIN6 3.Owner wlll verlfy window sizee and manufacturer(s)with
<br /> THAN I�". framer bafore start of constructlon.
<br /> �� v'
<br /> z 4.One window per badroom shall meet egress code. ��'"'g+awr
<br /> ORLGDX P YTWDG � � � � � �„�"�:$ '�
<br /> � � I 5.5kylight glazing per 2009 IBG. �" a„ � ' rC` ��j
<br /> WHERE EXPOSED
<br /> TO WEATHER �� — � � � � 6.Truss manufacturer shall eupply shop drawin s to Owner � ��T
<br /> I I � � � and framer to revlew and approve before�abrlcation.
<br /> OPEN RAIL- � � r� ,
<br /> TOP PL. OPEN SPAGE BETWEEN � � � 7.Owner will verlfy electrical and heat layouts wlth ,j /�I
<br /> � PIGKETS SHALL BE � � � � � � I Installer before Installatlon. ;, r.Q�����+
<br /> LESS THAN 4"GLEAR � � � � 8.Under all arallel bearin walls,use double olsts or as ��aS � ��v�i
<br /> IX FASGIA BD. � � I I P 9 � �'lJ/'�I--
<br /> W/METAL � I � � I I � � � noted on plan. Double�olst(or extra TJI)under all non- •,:�,,,�, � �'��t?;,�
<br /> �TTE� � APPROVED TRU55E5 BEARING � I � � I I � �/ / HAN6ER bearing parallel walls. "^�„
<br /> MANUFAGTURER'S SEAL. (() � � � � / 4.TJI products to ba Installed per manufacturer's
<br /> SEE ROOF�RAMIN6 PLAN � � I i i �J� / Installatlon gulde and approved reports.
<br /> FOR SPAGING �- � I
<br /> m I� 10.All metal connectlons to treated wood shall ba at a
<br /> INSULATE PER V�LSEG I�/'� minimum;trlp le zinc ZMAX(GI85 per ASTM A653);Hot Dip
<br /> 6alvanze(ASTM AI23 for connectors and A5TMI53 for N r
<br /> 2X BIRD BLK'G.W/ � fasteners and anchors.
<br /> 2"SGREENED VENT 5/B'X 10"ANGHOR BOLT W/3"X3"X
<br /> HOLES WITH I/4" �/4"PLATE WASHERS� 48"o.c.NO � / � �—�
<br /> GORRPSION RE515TANT 2X4 STOP Q II.AII bathroom fans,kltchan hood,and dryer ducts shall be � ��
<br /> L I���G ���� LE55 THAN 4Y2° d NO MORE THAN 12" 3-2x12 � exhausted through the attic to the roof or through the d��m ry
<br /> METAL MESH GOVERIN6 FROM EA.END SILL GORNER,JOINT, 57RIN6ER5 Q floor eystem to an ovtslde wall, All wall ducts shall 6�dJ
<br /> END,OPENIN6 ETG. �"MIN. termtnate at least 36"from a wlndow openfng. �.j( -.
<br /> EMBEDMENT INTO GONG.EXGEPT o 2-2X HEADER Q
<br /> �- FIRE BLOGK ALL VERTIGAL SHEAi2 WALLS-5EE SHEAR WALL
<br /> w ���-�
<br /> OPENINGS IN WALLS AT
<br /> � PLATES AND FLOORS NAILING SGHEDULE. � .p �
<br /> 2x P.T.51LL FLOOR J015T 2X4 BLOGKING Z
<br /> I (�IRESTOP) �
<br /> � �0 GLIMATIG AND GEOGRAPHIG
<br /> � DESIGN GRITERIA: W
<br /> � �� ° �4 RESAR o I6"O.G,kORIZONTAL FIREBLOGKS �9 Z .-�
<br /> ENGI�€ERED JOISTS,SIZE AND X� aJ FIREBLOGK STAIRS: \ 7E���; SLIGHT TO MODERATE
<br /> SPAGING PER PLAN Oi2 2X J015T5 � a ONGE IN TOP b BOTTOM �
<br /> FIN. �LR. OF RUN BETN�EN STRIN6ER5 \ DEGAY: SLIGHT TO MODERATE O Ri
<br /> 4 � �4 REBAR� 48"O.G.VERTIGAL d ALONG RUN BETINEEN SlUDS WINTER DESIGN TEMP: I7' � A
<br /> � USA6LE SPAGE UNDER STAIRS \ IGESHIELD REQUIRED: NO C l.� �
<br /> a TO BE I HR FIRE CANSTRUGTION Q,
<br /> FLOOD HAZARDS: 2003 Iqq2 FIRM
<br /> � ° 3"M I N. 5/8"TfPE 'X'6.W.B.(TWO LAYERS \ ,7..�
<br /> T O P P L. AT STAIR GEILING) AIR FREEZING INDEX: 250
<br /> — — GLR.TYP.
<br /> MEAN ANNUAL TEMP: 50
<br /> �4 REBAR
<br /> ' (2)2x TOP PLATE,LAP GORNERS, W "J"BAR
<br /> OFFSET END JOWTS BY 48° DESIGN DATA:
<br /> ALL FOOTINGS TO BEAR ON STAIR NOT�S: tn
<br /> SEARING SOIL 5T�I R ��T�I L � I I �I Gl�L " ROOF LOADS: LL 25+t/SF(5N01^U V•
<br /> .���6YPSUM WALLBOARD,rrP. RISER HEI6HT = �1-3/4 MAX.
<br /> NIALL 6REATER THAN 4'-0'PER PLfW DL I5�/5F
<br /> 74e"05B.OR PLYWD.SHEATHIN6. W/PVA VAPOR BARRIER o WALLS 3 u �
<br /> TR�AD D�PTH = 10 MIN. TOTAL 40#/5� X
<br /> NAIL 6"EDGE,12" FIELD WITH 8d AND GEILIN65 �
<br /> NAILS UNLESS NOTED OTHER!^115E 2 STJ�. �OUN17�T)ON I7�T�41 L GI SGALE� N.T.S.
<br /> FLOOR LOADS: LL 40#/SF
<br /> DL 10#/SF �
<br /> \ / }�' /� C7� 5GALE: N.T5. PER IRG R408.I.B t R408.1.9.1 TOTAL 50#/SF
<br /> 2x 5'NDS� I6"O.G.TfP. L I Y I I`4G l"����1 DEGK LOADS: LL 60�/5F Q
<br /> DL 10�/SP
<br /> FIRE BLOGK ALL VERTIGAL TOTAL'70#/5F �
<br /> O GS I WALLS AT
<br /> SOIL : 1500 P5F MINIMUM
<br /> PLATES AND FLOORS
<br /> �_ GONGRETE: 2500 PSI AFTER 28 DAYS
<br /> (5�SAGK MIJQ
<br /> �"X 10"ANGHOR BOLT W/3"X3"X�" -����I FOR EXTERIOR FOUNDATION �
<br /> WAl_LS,PORGHES,5TEP5,AND OR
<br /> ' SIDIN6,SEE PLAN FOR TYPE PLATE WA5HER5� 48"o.c.NO LE55 ' ` � ! GARAGE SLABS-AIR ENTRAINMENT
<br /> THAN 4}" d NO MORE THAN 12" IS BETWEEN 5-7A5(TABLE 4022 IRG) l'
<br /> FROM EA.END SILL GORNER,JOINT, V
<br /> END,OPENIN6 ETG. 7"M�N. G�R�GE
<br /> EMBEDMENT INTO GONG.EXGEPT� MASONRY : PER 200q ISG
<br /> SHEAR Wf�LLS-5EE SHEAR WALL STEEL : PER 200q IBG(GRADE 40)
<br /> NAILING SGHELULE.
<br /> WOOD : PER 200q IBG
<br /> TOP FLAFIGE J015T NAILING : PER 200q IRG NAILING PER TABLE
<br /> HAN6ER PER PLAN R602.3(I),RB02.10
<br /> 2x BOTTOM PLATE �"Td6 PLYWOOD 5UB-FLOOR
<br /> 2x P.T.SILL (6LUED d NAILED)NAIL b"EDGE, INSULATE PER WSEG., ���� 85 MPH
<br /> selsMlc: zoNe-�� dQ},e, o-t/ol�o
<br /> r 12"FIELD W/IOd NAILS. SOLID BLOGKIN6� V = see desi n calculatlons(Wdl) O�I{.
<br /> BRG.YJALL ABOVE TYP. 9
<br /> FIN. FLR. ( V�AT}iERING POTENTIAL: MODERATE p
<br /> Z— — — — revialons�
<br /> 4"�D.S.TIGHTLINE,P051TIVE � — — 4"GRANU AR B�D
<br /> FROST LINE: 12"
<br /> DRAIN TO STORM SYSTEM I�°4 • , aol ol. E.F.P.: 45 P5F
<br /> FIN.GRADE TO SLOPE � � � °� a a a. � 4"BEAM: DOUGLAS FIR�2
<br /> AWAY FROM BUILDING i�\ \�\/\ \� — �l� a � 6"BEAM: fb = 8"15 P51
<br /> Z \� �� �� a � _ 6b � E = Iboopoo
<br /> ENGINEERED JOISTS,SIZE AND
<br /> � ������� SPAGING PER PLAN, �� 6�" POST: DOU6 fA5 P81�R#2
<br /> �,��. A 48�� Max. Gfi�,4WLSP?�G� a Fb = 8,5��
<br /> N \��\� � UNBAL�4NGED e = i,3oopoo
<br /> \�j\\�\\\/ (TALLER WALLS PER PLAW 5EE FOUNDATION PLAN � a . JOISTS d RAFTERS HEM FIR�2
<br /> � a FOR BEAM 51ZE d d 5TUD5: fv = 'i5
<br /> � � � a POST SIZE/SPAGING 2x4 GUSSET EA.SIDE fb = 850 P51 d�AW11 by, RO
<br /> �/�/�\/ REBAR PLAGEMENT � E = 1,300p00 GheGkecl by:
<br /> z ��j 5EE DETAIL�2 ABOVE q0�FELT "SIMf'�_,ON"H6AMI0
<br /> � \// � POST TO GONG. GLU-LAM BEAMS:
<br /> ��/ a fv = 165 psi SHEET
<br /> � ' ° �a � fb= 2,400 psI(reduced by size
<br /> �/ / Z � 6 MIL.POLY VAPOR BARRIER a factor,GF*KU
<br /> �// � ° � � � 4. � _�� o � o E = Iboopoo psi � I
<br /> � V
<br /> /� � � ALL REINFORGEMENT a � ARIATIONS FROM THE ABOVE
<br /> 4"m PERF.FOOTING DRAIN TILE � r'1U5T BE TIED IN PLAGE LUMBER GRADES WILL BE
<br /> W/GLOTH GOVER S GRANULAR FOR FOUNDATION INSPEUTON NOTED ON THE PLANS.
<br /> GOVER AS REQ'D.BY SOIL
<br /> GONDITIONS SEE FOUh1DATION PLAN 5EE FOUNDATION PLAN
<br /> I.SUBFLOOR:
<br /> FOR FTG./FDN.SIZE FOR PAD SIZE Td6 PLYWOOD OR OSB APA fZATED
<br /> STURD-I-FLOOR I6"O.G.,3/4"
<br /> ALL FOOTINGS TO BEAR ON ALL FOOTINGS TO BEAR ON
<br /> BEARING 501L BEARING SOIL WALL d ROOF SHEATHING:
<br /> APA RATED SHEATIN6 24/16 ?/I6"
<br /> FOOTIN6 FOR:
<br /> 8"WALL- 18"x 12"FOOTING
<br /> 18"BELOW GRADE
<br /> e, TYP I G�4L W�LL S�GT I ON5 �4 STUB STEEL-48"o.c.VERT.
<br /> UNLE55 NOTED OTHERWISE
<br /> �7I SGALE� N.TS.
<br /> 9TY �F EVERETT
<br /> � � � - l�i�V�� ��R F���MI�
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