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HDR <br />_ — � \ � _ — <br />/ \�[�\/ <br />/ I \ <br />/ � `� <br />/ / \ \ <br />/ / \ \ <br />/ / \ \ <br />/ / \ \ <br />// / \ \ <br />�EXISTINGCHIMNEY / \ \ <br />� � � <br />� /� �\ �\ <br />/ \\ \ <br />/ EXIS1YtVGHDR \ EXISTINGHDR <br />EXISTING LARGE SINGLE WINDOW TO BE REPLACED / ------ <br />BY (3) SMALLER 42x54 WINDOWS AS SHOWN � <br />I � / C~ If \ \ <br />� / NEW 4x8 DFtt2 HDR NEW 4x8 DF#2 HDR NEW 4xe DF#2 HDR j N \ <br />EXISTING ROOF � I � IN-FIL� EXISTING �-- <br />FRAMINGTO ------------ � WIN�OWOPENING R <br />R E M A I N. N O I / SW1 P� 3s4s WINDOW P� 3rAs WINDOW P� 3s4e WINDOW Pi �\ I <br />CHANGES — — — — — ' <br />� _ � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � <br />�: INDICATES NEW 2x4 HF#2 FRAMED WALL <br />TO REPLACE EXISTING DAMAGED WALL <br />PARTIAL ROOF FRAMING PLAN <br />SCALE: 3/i6' = 1'-0" <br />POST, CAP & BASE SCHEDULE <br />NO. POST CAP BASE NOTES: <br />� pi (1J 2x4 STUDS w/ (1)TRIMMER IN WALL FRAMING IN WALL FRAMING i6d NAILS STAGGERED @ 12" O.C. (6) i6tl NAILS TRIMMER TO HEADER <br />� az (2) 2�c4 STUDS IN WALL FR4MING IN WALL FRAMING i6d NAILS STAGGERED @ 12" O.C. <br />5� <br />I �U�,� l� <br />�1 � Vl lCl� ��-w� � cc � r <br />� <br />EXISTING CONCRETE <br />STEM WALL. NO CHANGES <br />�'. INDICATES NEW 2x4 HF#2 FRAMED WALL <br />TO REPLACE EX!STING DA�AAGED WALL <br />, <br />S' PARTIAL FOUNDATION PLAN <br />SCALE: 3/i6" = t'-0' <br />❑ <br />EXISTING CONCRETE <br />PATIO. NO CHANGES <br />WEST COAST STRUCTURAL ENGINEERING SHEAR WALL SCHEDULE <br />SHEATHING <br />MARK (%^ CCX MAY <br />(SEE BE USED IN <br />PLANS) LIEU OF'/.s" <br />OSB) <br />NAILING <br />CO�IV.ON OR GALVANIZED SHEAR FLOW CONNECTIONS: <br />BOX NAILS <br />PANELEDGE I <br />(BLOCK ALL . FIELD BASE PLATE BLOCKING TO TOP SILL PLATE <br />JOINTS) TO DECKING PLATE ANCHORS <br />(�) (ZI (3) (4) (51 <br />MINIMUM <br />FRAMING SIZE AT <br />ABUTTING <br />SHEAR WALL <br />PANELS � <br />(BLOCKALL P <br />HORiZONTAL <br />JOINTS) <br />(6) <br />Plan Check No.: 61109-005 <br />Job Address: 5314 BEVERLY LN <br />Owner: CLEMETSON CHARLENE <br />Tenant: [TenName] <br />Application Date: 9/2/2011 <br />Proposed Use: SFR <br />Type of work: REPAIR VEHICLE DAMAGE <br />Office Se� Job Set Fire/Planning Set <br />Reviewed For Permit: Date: q� / By: � <br />SW � %;" CDX ONE Bd @ 6" O.C. , Bd @ 12' O.C. i6d @ B" O.C. Bd COMMON @ 6' O.C. %^� A.B. @ 4B' Zz NO?,11NAL 2z <br />SIDE �, TOE-NAILED O C. 8 EN�S <br />SHEAR WALL SCHEDULE NOTES: <br />DO NOT USE SPF WALL fRAMING UNLESS THE ENGINEER OF RECORD IS NOTIFlED PRIOR TO INSTALLATION. THIS SCHEDULE IS VALID FOR DOUG FIR FW.���n� wi i nw I wrvY LUAO REDUCTIONS. <br />ALL WALLS SHALL BE FRAMED USiNG 2x STUDS SPACED @ i6' O.C. BLOCK ALL PANEL HORIZONTAL EDGES. ABU111NG SHEAR PANELS SHALL OCCUR AT A CONTINUOUS VERTICAL FRAMING <br />MEMBER. UNLE55 OTHERWISE NOTED ON PLANS, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED PER THE RE�UIREMENTS OF SWi. <br />( x) DENOTES CORRESPONDING "SHEAR FLOW CONNECTIONS" BETWEEN SHEAR FLOW DIAGRAM (�ETAIL 'I/Sif AND SHEAR WALL SCHEDULE. CONTACT ENGINEER PRIOR TO CONSTRl1CTION IF <br />ANV SHEAR FLOW CONNECTION ELEMENTS ARE UNCLEAR. <br />�TLI1Y�,/,1 �� <br />� v� , • • <br />� C l�� r O O� <br />EXISTING ROOF SHEATHING 8 <br />ROOFlNG TO REMAIN. <br />NO CHANGES <br />NOTE'. WATERPROOFING S FLASHING <br />�AEASURES NOT SHOWN AND IS THE <br />RESPONSIBILITV OF OTHERS. <br />NEW 2x SOLID BLOCKING <br />BiWN TRUSSES W/ BLOCKING <br />TO TOP PLATE NAILING (4) <br />NEW SHEAR WALL SHEATHING <br />(NAILING PER SHEAR WALL SCHEDULE) <br />TVPICAL FIELD NAILING SEE (2j —�� <br />VENEERBACKINGTOPROVIDEACONTINUOUS, ' <br />MOISTURE-RESISTANT SURFACE CONSISTING ""' <br />OF METALLATH AND PORTLAND CEMENT � <br />PLASTER APPLIEO OVER WOOD FRAMING <br />AOHEREDVENEERBYOTHERS.UNITS ' - <br />SHALLNOTEXCEED2%"THICKNESS �� <br />AND NOT WEIGH MORE THAN 15 LB/FT'. —�- - <br />BRICK TO NOT OVERHANG STEM WALL � ��� <br />BY MORE THAN % VENEER THICKNESS. <br />�� SHEAR WALL A.B. RETROFIT <br />$,� scn�e�sia.=r-0. <br />H 1 CL IP AT EACH TRUSS TO DBL TOP <br />PLATE/HEA�ER ORBEAM <br />CONNECTION. ��AAY BE LOCATED ON <br />EITHER 5!DE OF DBL TOP PLATE <br />Newzx sruos@is•ocro <br />REPLACE EXISTING DAMAGED <br />WOOD FRAMED WALL. <br />EXISTING ROOF <br />TRU55 TO REMAIN. <br />NOCHANGES <br />Zx� <br />�K�o <br />RETROFIT ANCHOR BOLT SPACED PER <br />SHEAR WALL SCHEDULE (5) DESIGNATION. <br />SIMPSON'RFB #Sx7'Wl "SEP EPDXY. <br />MIN. EOGE DIST. 1�/' W/ MIN. 5" EMBED. <br />NEW 2x NOMINAL SILL PLATE (7) TO REPLACE <br />EXISTING. SECURE Wf WASHER (8) @ EA. NEW <br />ANCHOR BO�T. <br />EXISTING T8G CAR DECKING <br />� FLOORINGTOREMIAN.SECURENEW <br />SILL PLATE TO DECKING PER (3) <br />—�L�EXISTING CONCRETE FOUNDATION: <br />CONTR4CTOR TO VERIFY THAT THE <br />EXISTING CONCRETE FOUNDATION IS <br />NOT EXCESSIVELV DAMAGED OR <br />DETERiORATED PRIOR TO CONSTRUCTION <br />WALL ON EXISTING CONCRETE FOUNDATION <br />U <br />Z <br />Q Z <br />� � <br />� w <br />I- U w <br />� � � Z <br />w � � Z <br />�U�W <br />7 <br />� <br />W <br />W u) <br />a r� <br />(n N <br />� � <br />w Q> <br />J> <br />Y � <br />� <br />� ¢ N <br />� W J <br />N H Y <br />��� <br />09/02/2011 <br />� � � <br />� �� <br />��{' IZFC4 iER�;O '�U <br />o�SSI�NAL ��G��' <br />W <br />z W O <br />w z <br />� Q � <br />� <br />W J Q <br />� � � <br />Z w <br />O W ~ <br />� M W <br />LLI N <br />W � w <br />•� � � <br />J � W <br />U <br />� Q <br />W <br />Q � i� <br />N � J O � <br />� N � m <br />� � I � Z ` <br />o i QIS <br />Z I <br />O LLj <br />(� Q <br />� 0 <br />w <br />� <br />i m � <br />Z <br />z � J U <br />� Y�Q�W <br />� WI� O <br />p�=I � <br />U: � <br />O <br />Z � <br />� � <br />w <br />w <br />_ <br />� <br />