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W9tten dtrnemlons on thb d-awkg shall have precedence over
<br /> - •scaled dlrrierrsloris. Gontcwtor shall verify all dknerisbns,
<br /> condltlofl9,etGy(JBrtalnlfKj t0 the wOfk bBfofe pfoGBBdIIK]. .
<br /> fie Owner�rtust be ratlfled of cny varlatloro From the 'w'G `,
<br /> dlmerelofi9 md/of Gondltlal9 5hoval on the5e dfCavin9s. Ally �00� 7{JE�i � Y I�Q
<br /> such vmlaklon ehall be resolved the Owrer prlor to
<br /> �ro��ar�y Witn tna�w�+r�`�rr�rA��u a��c RESIDENTIAL PRESGRIf'TIVE
<br /> Pu�i�respornromty tor the coet to rect�vy eame. �iO�L�/�N�i� �i{'�ptRT
<br /> GLAZING U-�AGTOi2 103�4"
<br /> ROOFING MATERIAL `�ERTIGAL 0.35
<br /> FINISH PER ELEVATION GLAZING U-FAGTOR NASF'I, JONES ?�NDER50N
<br /> ON�/I6"OBS SOLID GDX 24-0 PLYWOOD OVERHEAD 0.58 GEN�RAL NOTES:
<br /> SHEATHING;8d� 6"O.G.EDGE
<br /> 8d o 12"O.G.FIELD DOOR U-FAGTOR 0.20
<br /> ('1/I6"05B AGX PLYIND� EVES) GEILING R-38 3 I.All construction per applicable codes and ordlnances.
<br /> 24"GAi2DBOARD BAFFLE MIN. I5�UNDERLAYMENT \X /4u 2006 IRG, IBG.
<br /> ALLOW POR P'AIR SPAGE NAIL b"ED6E,12"FIELD YAULTED
<br /> MIN.EXTEND 12"ABOVE WITH 8d NAILS,U.N.O. GEILING R-30 HANDRAIL: �m--� 2.Verlfy all dlmensions on�ob slte.Bring discrepancles
<br /> INSULATION. Wq�L qgpVE 6RADE R-21 GRIP IY"-2" m � to the attentlon of Owner and/or Designer.
<br /> PROJEGTION FROM
<br /> WALL INTERIOR WALL NO LE55 NOSING 3.Owner wlll verify window sizes and manufacturer(s)with
<br /> BELOW GRADE R-21 THAN U�", framer before start of construction. f . ;� —
<br /> SOLID SHEATHING � B�^ELOW GRARDER R-�O 4.One wlndow per bedroom shall meet egress code. �ffiS���3 y;i r����g v�
<br /> . . � r,:;r .-y .r �
<br /> OR GDX PLYWD. - FLOOR R-30 � 5.5kyllght glazing per 2006 IBG. � , s r�,8
<br /> WHERE EXPOSED (�J I � ; 3' 1 �
<br /> TO WEATHER SLAB ON 6RADE R-10 � � I � 6.Truss manufacturer shall supply shop drawlngs to Owner d t
<br /> I � I and framer to review and approve before Pabrication. � � t , � � �;
<br /> THIS PROJEGT GOMPL�ES WITH THE �
<br /> OPEN RAIL: � � '�: '' t ��"�"l.1+�`r�.J b�����i' :
<br /> PRESGRIPTIVE REQUIRENfENTS AS ppEN SPAGE BETWEEN � � � 7.Owner wlll verify electrlcal and heat layouts with j
<br /> TOP PL. SET FORTH IN WSEG 2006,TABLE PIGKETS SFIALL BE � I � � I I Installer before Installatlon. �k: ��'� �� �g��j�-�Jqy;�;'a�+,� �r
<br /> 6-I,OPTION IV. LE55 THAN 4"GLEAR � � � � 8.Under all arallel bearin walls,use double olsts or as ,.:��F�, .,`�
<br /> IX�ASGIA BD. GLIMATE ZONE I -V�STERN I ( � � P 9 � ,-,�;,,,..,,.,�� �_� ''
<br /> V'U P'iETAL YJA5HIN6TON,SEGTION 302.3,WSEG
<br /> � � � � no te d on p lan. Dou b la)ols t(or extra TJI)under all non- �
<br /> 6UTTER � APPROVED TRUSSES BEARING 2006. � i � � i I � �I/ / HANGER bearing parallel walls.
<br /> . MANU�AGTURER'S SEAL. +iEATIN6,GOOLING SYSTEM 51ZING m � � I � / q.TJI products to be fnstalled per manufacturer's
<br /> 5EE ROOF FRAMIN6 PLAN SHALL BE PER SEGTION 503,WSEG � � I I J y / Installatlon gulde and approved reports.
<br /> FOR SPAGING 2006. - �
<br /> (� � � � I� 10.All metal connections to treated wood shall be at a
<br /> INSLULATE PER WSEG.,OPTION IV. I ( /Y minimum;trlp le zlnc ZMAX(GI85 per ASTM A653);Hot Dip
<br /> 6alvanze (ASTM AI23 for connectors and A5TMI53 for � r
<br /> 2X BIRD BLK'G.W/ y fasteners and anchors.
<br /> 2"SGREENED VENT 5/B"X 10"ANGHOR BOLT W/3"X3"X � t�_�
<br /> HOLES WITH I/4" �/4"PLATE WASHERS� 48"o.c.NO � / � II.AII bathroom fans,kltchen hood,and d er ducts shall be �
<br /> GORf2PSION RE515TANT L I�l I NG /��E� 2X4 STOP � ry i �p
<br /> LE55 THAN 4Y2" i NO MORE THAN 12" 3-2x12 exhaustad throu h the attic to the roof or throv h the �lp(�
<br /> METAL MESH GOVE121NG F R O M E A.E N D 5 1 L L G O R N E R,J O I N T, S T R I N G E R S � g g �
<br /> Q floor system to an outslde wall. All wall ducts shall ptt141
<br /> END,OPENING ETG. 7"MIN, terminate at least 36"from a window o enin �aC ^�
<br /> FIRE BLOGK ALL YERTIGAL EMBEDMENT INTO GONG.EXGEPT� 2-2X HEADER � p g' ����
<br /> O P E N I N G S I N W A L L S A T S H E A R W A L L S-S E E S H E A R W A L L �
<br /> PLATES AND FLOORS NAILING SGHEDULE. � �U �
<br /> 2x P.T.SILL FLOOR,1015T 2X4 BLOGKING z
<br /> I (FIRESTOP) �
<br /> � a� GLIMtkTIG AND GEOGR�PHIG
<br /> FIREBLOGKS � DESIGN GRITERI?�: w z
<br /> � �� ° �4 REBAR� Ib"O.G.HORIZONTAL \ Z
<br /> EN6INEERED J015T5,51ZE AND � � FIREBLOGK STAIRS: TERMITE: SLI6HT TO MODERATE Q �
<br /> SPAGING PER PLAN OR 2X JOISTS � a ONGE IN TOP b BOTTOM
<br /> FIN. FLR. OF RUN BETWEEN STRINGERS \ DEGAY: SLIGHT TO MODERATE ~' Pr'
<br /> - - O e. �4 REBAR� 48"O.G.VERT�GAL � �-ONG RUN BETWEEN S111D5 WINTER DESIGN TEMP: 17° �+" A
<br /> � USABLE SPAGE UNDER STAIRS IGESHIELD REQUIRED: NO U� Ty
<br /> a TO BE I NR FIRE GONSTRUGTION \ Qi C;
<br /> FLOOD HAZARDS: 2003 1992 FIRM
<br /> a 5/8"TYPE 'X'G.W.B.(TYJO LAYERS z
<br /> TOP PL. a 3"MIN. AT STAIR GEILIN6) \ AIR FRE�ZIN6 INDEX: 250
<br /> — — GLR.TYP.
<br /> MEAN ANNUAL TEMP: 50
<br /> #4 REBAR
<br /> (2)2x TOP PLATE,LAP GORNERS, W"J"BAR
<br /> OPFSET END JOINTS BY 48° DESIGN DATA:
<br /> ALL POOTINGS TO BEAR ON STAIR NOTES: �/�
<br /> BEARING SOIL ST�I R ?��T�I L � I I I— I Gl'�L� �' ROOF LOADS: LL 25�/5F(SNONU V�
<br /> �^GYPSUM WALLHOARD,rrP. RISER HEIGHT = �-3/4 MAX.
<br /> WALL 6REATER TNAN 4'-0"PER PLAN DL 15#/SF
<br /> 11t"058.OR PLYWD.SHEATHIN6. W/PVA VAPOR BARRIER� WALLS e TR�AD DEPTH = 10�� MIN. TOTAL 40#/5F
<br /> NAIL 6"EDGE,12"FIELD WITH 8d AND GEILINGS �
<br /> NAILS UNLE55 NOTED oTHERYVISE 2 ST�. �OUNn�TI ON flET�I L 6I SGALE� N.T.S. FLOOR LOADS: LL 40�/5F L
<br /> DL 10�/SF r
<br /> 6� SGALE: N.T.S. PER IRG R403.1.9 d RA08.1.3.1 TOTAL 5o�/5F
<br /> 2x STUDS� I6"O.G.TYP. L I Y I I`4G l'�R�l'l DEGK LOADS: LL 60#/SF Q
<br /> DL 10#/SF
<br /> , FIRE BLOGK ALL VERTIGAL TOTAL 70�/5F �
<br /> OPENINGS IN WALLS AT SOIL : 1500 PSF MINIMUM
<br /> PLATE5 AND FLOORS
<br /> GONGRETE: 2500 P51 AFTER 28 DAYS
<br /> (S�z SAGK MIJU
<br /> -3000 P51 FOR EXTERIOR FOUNDATION �
<br /> �"X 10"ANGHOi2 BOLT W/3"X3"X�" WALLS,PORGHES,5TEP5,AND OR
<br /> 51DIN6,SEE PLAN FOR TYPE PLATE WA5HER5� 48"o.c.NO LE55 GARA6E 5LAB5-AIR ENTRAINMENT
<br /> THAN 4�" d NO MORE THAN 12" IS BETWEEhI 5-l%(TP.BLE 402.2 IRG) `,
<br /> FROM EA.END 51LL GORNER,JOINT, v
<br /> END,OPENIN6 ETG. 7"M�K. G,4R�GE
<br /> EMBEDMENT INTO GONG.EXGEPT 9 MASONRY : PER 2006 IBG
<br /> SHEAR WALLS-SEE SHEAR YJALL STEEL : PER 2006 IBG(6RADE 40)
<br /> NAILING SGHEDULE.
<br /> WOOD : PER 2006 IBG
<br /> TOP FLANGE JOIST NAILIN6 : PER 2006 IRG NAILING PER TABLE
<br /> HANGER PER PLAN R602.3(I),RB02.10
<br /> 2x BOTTOM PLATE WIND: 85 MPH
<br /> �'a" T�G PLYWOOD 5UB-FLOOR INSLULATE PER WSEG.,
<br /> 2x P.T.SILL �6LUED S NAILED)NAIL b"EDGE, OPTION IV. SEISMIG: ZONE -Di
<br /> 12" FIELD W/IOd NAILS. 50 D B OGKING�
<br /> V= see dest n calculatlons(Wdl) dAtC: 2/O5/08
<br /> BRG.WALL ABOVE TYP. 9 ermit:
<br /> FIN. FLR. WEATHERING POTENTIAL: MODERATE p
<br /> 4"GONG.SLAB ON FR05T LINE: 12"
<br /> �— — — ravlelons:
<br /> 4"Q D,S,TI6}iTLINE,P051TIVE � 4"GRANULAR 6ED
<br /> DRAIN TO STORM SYSTEM �°a • ao o �.�.P.: 45 P5P
<br /> FIN.6RADE TO SLOPE � � �.�.-�1I � a a a � 4°B AM! DOUGLAS FIR�2
<br /> AWAY FROM BUILDING i: \\\\\\ � fb = 875 P51
<br /> fv = 85
<br /> Z� � � �� � a e = Iboopoo
<br /> � ENGINEERED J015T5,51ZE AND a 4"P05T: DOUGLAS FIR�2
<br /> � �\ \ Q-Pj" N(�X. SPAGING PER PLAN, 6"P05T: fv = 85
<br /> a GR�WLSP�G� a Fb = 8,5�,
<br /> N \��\ UNBl�Ll�NGED e = i,3oo,000
<br /> ��\��\� (TALLER WALLS PER PLAW SEE FOUNDATION PLAN � `IOISTS d RAFTERS HEM FIR�2
<br /> j\�j\�j � POR BEAM SIZE b 2x4 6USSET EA.SIDE � b 57UD5: fb = 850 P51 drawn RO
<br /> a POST 51ZE/5PAGIN6 a E = 1,300p00 GheGke�.by:
<br /> Z �/���/�\ REBAR PLAGEMENT 6LU-LAM BEAMS:
<br /> ��j SEE DETAIL#2 p,gpVE "SIMPSON"HGAMIO
<br /> � \// a q0�FELT P05T TO CANG.
<br /> �� a a fv = I65 psI ���
<br /> (p �'/ Z � a a. � fb = 2,400or5GP'KIJ ed by siza
<br /> � _ � 6 MIL.POLY VAPOR BARRIER a a a . E = 1,800poo psl � I
<br /> �/ a � a o 0
<br /> ALL REINFORGEMENT a d VARIATIONS FROM THE ABOVE
<br /> \ m � MUST BE TIED IN PLAGE LUMBER GRADES WILL BE
<br /> 4"Q PERF.FOOTIN6 DRAIN TILE � FOR�OUNDATION INSPEGITON NOTED ON THE PLANS.
<br /> W/GLOTH GOVER d 6RANULAR
<br /> GOVER AS REQ'D.BY SOIL
<br /> GONDITIONS 5EE FOUNDATION PLAN 5EE FOUNDATION PLAN I.SUSFL0012:
<br /> FOR FTG./FDN.SIZE FOR PAD SIZE T�G PLYWOOD OR 05B APA RATED
<br /> STURD-I-FLOOR I6"O.G.,3/4"
<br /> ALL FOOTINGS TO BEAR ON ALL FOOTINGS TO BEAR ON
<br /> BEARIN6 501L 6EAF21NG 501L WALL d ROOF SHEATHING:
<br /> APA RATED SHEATING 24/I6 1/I6"
<br /> FOOTIN6 FOR :
<br /> 8"WALL- 18"x 12"FOOTING
<br /> 18"BELOW GRADE
<br /> , TYP I G�L W,4LL S�GTI O�15 �4 STUB STEEL-48"o.c.VERT.
<br /> UNLE55 NOTED OTHERWISE
<br /> C�� SGALE: N.T.S.
<br /> �i� i I �f�' �������
<br /> ���������:� ��ra ����f���
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