4916 VISTA PL 2017-07-28 - Laserfiche WebLink

A 4NOARY NAILING 2 X 4 BIACxNG (10d 0 B'D.C.) ` IONG FRAMING PLAN NOTES 157+�TTTP) @EACH RUBS ®EACH TRUSS I 1.ALL HEADERS TO BE(UNLESS NOTED ON PLAN) BOUNDARY NAxNO — 4 x 4 DF#2 TYP.FOR OPENINGS LESS THAN 3 FT SHEATHING. (IDd®6'O.CJ POST PER PLAN TO HUTCH S.W.4x6DF#2 TYP.FOR OPENINGS GREATER THAN 4FT BELOWBOUNDARY NAUNG 2(2)2 X 4 OR(2)2 X 6 UNDER ALL HEADERS. TRM(rMl PER S.W.SCHEDULE ABU OD14NECMR LPT4®2C O.C. TO SUIT POST I EXISTING SUB(TYP) I3.STRAPS SHOWN OCCUR BETWEEN ENTIRE UNG7H (5)#4 BARS I � CUTSLABT111— FLOORS DFTRUSS � I NEW FOOTING 14.SHEAR WALL SHOWN OCCUR (5)127(TWI BELOW FLOOR FRAMING. - BOUNDARY N R NG - H1 CLIP 9 EACH TRUSS PER S.W.SCHEDULE 5. PROVIDE SOLID BEARING - ¢B X tD E�ANsION TO FOUNDATION @ GIRDER 7MR BOLT(SEE NOTE IJ TRUSSES,HIP MAS TEAS,BEAMS " DBL TDP PIATES(tYP) AND HEADERS(MIN.2 STUDS) PER PLANI6.IF MANUFACTURED FLOOR JOISTS ARE SUBSTITUTED: �MST27 2X4BLOL1tDR'®4B'O.C.(fYP) S.W.PER WJd TRANSVERSE CONTRACTOR SHALL PROVIDE MANUFACTURED I FLOOR JOIST WA.STATE ENGINEERED PIAN � NEW FOOTING AT EXISTING SLAB FOR REVIEW&COORDINATION TO ARCHITECT S.W.PER PLAN 4 � &BUILDING DEPARTMENT. 1� TYPICAL ROOF TO SHEARWALL CONNECTION 5 zj.I NOTES: 7.FLOOR SHEATHING&NAILING Q�Ji �I 1Y 1 1. r'0 X 1Q`EXPANSION BOLT B ACCEPTABLE ACCEPTABLE A ��) SUBSTffUTION(SIGN TREN HD OR BWA. 3/4•SHEATHING W/lod @ 6'O.C.AT BOUNDARY AND 12'O.C.FiE1D 2. AT RECTANGULM FOOTINGS;USE(5)#4 BAR INTHE UNLESS NOTED OTHERWISE ON PLANS s� I ROOF VENTILATION :1:300 LONGITUDINAL DIRECTION ANO#4 BAR®to•O.C.FOR i8.WALL TOP PLATE REQUIREMENTS AREA OF ROOF: 1181 . Fr THE TRANSVERSE(BUT NO LESS THAN(S)#4 BANS). ALL OVER HEADERS UNLESS NOTED ON DOUBLE TOP PLATES MUST BE CONPLANSTINUOUS VENT AREA REQUIRED:54J, SQ N SQ 1 T COVER REQUIRED FOR ALL REINFORCEMENT. IN . DISTRIBUTION OF VENTS: Q h�1 50%IN UPPER PORTION: ZE'P•SQ IN V 50%IN LOWER PORTION: 2D4.SQIN A"'j U DI MGr•(4$ i ROOF JACKS: 50-60 IN 1 TD7 5.3 H51 S. �15•y RIDGE VENTS:-- IS SCL /UN r v 1IN EACH Di 'Tb U Mh"(46 9 S. A4ATNhT 2 CONT SOFF-:—y 9S IN/LIN FT h'1 gW�1 SW3 ry GABLE VENTS: 75%OF VENT AREA i— — — — —IIIr-- - P 1 I i II II MVD II >a] I I s.. EAJ85 I 4 i t T01 6"' I RV9y I .-a, • I I II kQ'• 6H 1 6H lo+ N Oil 6r%6Dr2- 4L•� @TLV to •.�°•' � I I I II 4• II I I I Gxt,DF2 cb n, w DI2 AP[I MI 1 ct-- T 4• 4xO Drz �WAU�7 3 I 4XODF2 IVU I 6ELDt✓ At ry�N r tn� I I i ( I �0T a I I IIII' tr A� `�, J + :ct•. N I I r� I I 2 M5131 �$e 11 I I S�0 JSX. ee D ALIGAI W/ I Icy \ iI �+DIIVh ry vPPc� 55 ct '(D —J 11 a /4p Sb LL �4 53 I I I o P'ki'f NI EX.•6T,o.M '• 1 a - -- - - _ , _�,_____= 1 I '3 311 C--] `� 2 I KtTx�2 Z F I I w� �fe•Ifty I �3 � sy 5 TDI iII IvL 0 1fP n• /I II( =--aoFnFII4L CeXI2. I (IICTY orzDI r1 9l5M 335•1I 31 i( iI— — _es'f—Z—.L'LL— �YC—�?I M M614 �W watr_s e✓Lo.A! b Lai LLQ ?YP X 94A3 � TI � 'fYf I� •�3 s� I I � C'eR ptTc.Fl >f E�e�. 1� cti—j IwM51 2 SWzi 3w5 9Wsi-- _Sw�— 161 9 SW► --- l SW 4b s3 V 3'-D' e!a' 162 &-0' � 5bo 2 9C�( 7vL 5ry Ory F2AiIPn 3 F�515, F45101 NrIU L)PP�I7EGK .- pg• 4x4 r'f NP2 IV.014- 204CDVEEIiD ,> coWHNl9 !o OCd. �'S2•I ADU14'MAX) 1 TfPICA L. _ G I a (2�2XaF Nr�DF�2 � L r r 1Z 7 X54 - GL c 4x4l�4.Z PLL�i 2Ter2-I/xlZ�l _�-�' It (2 PLC e31 I-- L— — — 4XBDF2 TRvsg1 � �1'°�' � ROOF FRAMING. � MAIN FLOOR FRAMING ORBX6DF2 (2)2X6STUDS UPPER FLOOR FRAMING a IZ.G �, (2)2X5 STUDS ,-Oq PER HOLD-DOWN _� •C• NI s �•=T-0� Q OR PER HOLD-0OWN MULE '/"=1.-0" K kQ' ,, 'i'=1 -U" `T p*� u REFER TO Pg.S-1 FOR ROOF FRAMING NOTES 8102.7.1 ADDONS ALTERATIONS REPAIRS: TYPICAL HEADER DETAIL (UNC) ITI CROSS-BRACING a SCUD BLOCKING®48'O.C,1"1-HAYS. ADDRIONS,ALTERATIONS Dr REPAIRS TO ANY STRUCTURE POST/COLUMN SUPPORTED BY A BEAM. I I0dp4'O.C.WHERE JOISTS PARALLEL p FOUND.WALL e SHALL CON FORM TO THE REQ FOR A NEW STRUCTURE WITHOUT DOES NOT CONTINUE TO FLOOR BELOW. - REQUIRING THE DOSTING SMUCTURETO COMPLY WITH ALL THE v r ! REQ OF CODE - - ---- -- --- ----- -- - - 3 2015 _ - --