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I I <br />I <br />I <br />I <br />�I <br />I III <br />TRUSSES <br />24 OC <br />A6 A4 <br />24 ROOF ON ROOF ILL <br />L.'I <br />OVER NEW TRUSSES <br />BY TRUSS MFOR <br />I <br />WALL <br />'III <br />j <br />PLoW�G <br />L------ <br />�I <br />— <br />— — — <br />----- <br />------ i <br />WN 22°x 3;1' <br />___ <br />ATTIC ACCESS <br />I <br />EXIST <br />E imm WKL <br />TO BE FDVVED <br />PROPOSED NEW <br />L _- <br />! <br />RIDGE <br />— <br />— <br />___ -_ <br />- - <br />---- <br />—� <br />- <br />J <br />i <br />- <br />r <br />? <br />PROPOSED NE <br />WALL BLOW' <br />I <br />DOW WALL <br />b <br />i <br />TD HE REMOVED <br />POST I H <br />A6 48 Fj2 <br />4xt DEj2 - <br />9 LI— <br />A6 24'_ ---_ -- <br />! j 66 RF12 3 A <br />IV FAVE TYR.. !. I POST MUCH INSIDE WALL 1K FIVE TYP. A6 A6 <br />FRAMING 10 EXIVO <br />ATM VDWTION <br />NOI N <br />ATTIC AREA = 1,3t4 SF <br />REQUIRED VENT W/ 50% AT RIDGE <br />ROOF FRAMING PLAN <br />,.3145E/ROV 6F=4.305F <br />VENT AREA PROVIDED <br />1/4" = i'—D• <br />RIDGE = CO53 VENT = .83 SF VEW43.9 / F DE ROM <br />= 53 U x .83 SF = 43.99 S <br />EAVE = VETTED BLK'G = .0355 SF VENT / LF OF FAVE <br />= 87 LF x.0355 SF = 3.09 SF <br />STAGGER SPLICES 4'-O' MN. <br />--�.�TOP_�1A]F �_--- <br />TYP. COUP ROOFING <br />OVER30] FFlT AND ,/Y <br />FAQ NPR STAGGER <br />SPLICE �( li6} 10d EA SIDE OF SPU <br />OSB SHFAIH G (EXCEPT - <br />1/2' ACX AT EXPo D FAVFS <br />41 'A' <br />! <br />SIDE EXPOSED) <br />SPLICE <br />DUCE R'S AT am O STUD TYP. <br />TYP. PLATE SPLICE <br />3/�4• i O� <br />FAG IBAT <br />ON <br />INSULATION pN AT TIMERS <br />1/2' GWB TYP. - <br />2x TOP AND DBL PLATE <br />�t 9'UCE APLATE IMO EX6FG HALL EXTEND WN 4' INTO NEW ALL <br />WN. 4 W 12 ION ITA,FCff2 IOd STAGGER FOR FlRSi 4,-i <br />R-21 FACED BATE INSUL. <br />B1WN 2x6 STUDS AT <br />•,:r <br />I <br />16. O.C. IYP. <br />I. <br />-- <br />NOTE All EXPOSED ROTE <br />- - - - <br />SHEAHHNG TO BE 1/2• ACX PLYWD <br />W/ 'A' FACE OOIN <br />EXISTING STUD WALL NEW STUD WNL` <br />REQUIRED DWB <br />BWL 25% OF 36 = 9 LF <br />A EXIST C DWB <br />21.5 LF <br />REWIRED DYR <br />25% OF 36 = 9 LF <br />EXISYG DWB <br />29 LF + <br />BWL PROPOSED WSP <br />6 lF = <br />B TOTAL RAP = m LF <br />REQUIRED DIMS <br />259 OF 376 = 9.4 LF <br />6�67FGLFF <br />BWL <br />I ! <br />4, t0lf' -- ' <br />EXISYG DWB WALL <br />i <br />I <br />I <br />\ <br />1— <br />I III \ ,,�„/, <br />' I \ ywi G TREMOR <br />WKIS To DEWN <br />TARS <br />! WERAI f(R ROOF .1. E <br />EXXQIT wSTUDS TO T.D. k O <br />t <br />"I"In <br />_ <br />DID EIO cNWB WN! MFG \ <br />25% OF 1525 = 38 LF _ 1 ' <br />PRONGED OWB - <br />6.83 U EXISTING i0 ROUGH OKNWG <br />J MAX DIST FROM END <br />OF BWL O BWP PER <br />TABLE 230.6.1 <br />= 12S FT <br />/ <br />// u <br />RED 9 <br />IF <br />14 L OBWL F D W� F + <br />1 33 L <br />Da DID <br />TOTAL 80 <br />27.33 IF <br />MIXED 8WP METHOD <br />MIXING BMW' MEND IS PERMITTED PER RIO)'A 4.1 / <br />SHEATH G°MEIHODSGFROM STORY TNT BRACING OSTORYARE CONTINUOUS / <br />PERMITTED / <br />2- MIXING INTERMITTENT OWING METHODS FROM <br />WED WALL LINE (BAY) TO BAY WITHIN A STORY / <br />SHALL BE PERMITTED. III <br />3- MIXING INTIBIDTENT BRACING METHODS MDTN <br />A BAL SHALL DE PEN.IM N SEISMIC DESIGN / <br />\ CAT A AND B, AND DETACHED DWELLING CAT C <br />PROVIDED UMM OF REQUIRED WING IS IN / <br />\ \ ACCORDANCE TABLE R60Z D.3(i) AND j <br />X) / <br />\ / I <br />\ / I <br />I <br />X <br />I <br />PROPOSED WSP WAIL PROPOSED W5P WALL <br />22'-51 <br />PROPOSED T.O. RM OPERNC <br />BRACED WALL TYPE <br />AT 80' AFF <br />BRACE WALL PANEL PLAN wspD <br />PER 2308.6.1 SEISMC C (PER 6MA CO DPP) <br />MAX SPACING BIWN BWL <br />SPAI 35 FI W/ MAX O <br />)/4• _ )._0+ - <br />BAP FROM END OF C4tP.CED WILL LINE2.5 <br />E 6 12.5 TT <br />BRACING METHOD DWB, WSP - <br />MIN. 25% OF WALL LENGTH O BE RAP. <br />REQUIRED%OFOF 2OWB <br />ya 25% 37,5 = 9.4 LF <br />MrG DO <br />27.75+ LF <br />EWTos�r; <br />ROOF SHEATHING - NAILING <br />Bd AT 6° O.C. PANEL EDGES <br />AND 12' O.C. PANEL. FIELD <br />STUB TRUSSES ; — <br />AT 24' O.C. <br />SOLID 202 BLK'G BM <br />TRIM WmVL <br />(4TOE NAIL TO <br />Ek TRUSS <br />TRIES BRACING PER <br />MFOR TYP. <br />SOLID 206 BLR'C BM <br />TRUM W/ MIN. <br />(2) I TOE NAIL TO),. <br />EA. TRUSS <br />A3-5 1.0 A&2E,4O� O.C. <br />(HI CUP AT EA IBM <br />Bd AT 6'O.C. <br />ROOF SHEATH'C TO <br />CONE. BIN'G <br />N12 HF12 LEDGER <br />SECURE TO KX'G W/ <br />(3) ROWS 16d'S <br />AT 87 O.C. <br />`RAFTERS AT 24' 0.0 <br />SEE PUN <br />`LR (9) RAFTER <br />HANGER <br />AT EA RATER RP. <br />8d AT 6' O.C, STAGER <br />AT DBL PLATE <br />PLATE HT <br />-EXTEND PLYWB SHEA%G <br />FULL HT, AWN. PER <br />SW sm. <br />SHEAR TRANSFER <br />NAILING <br />6 <br />ON <br />CID <br />NMU � <br />ROOF SI4O.C. <br />81 AT b' O.C. <br />Bd AT 6. EDGES <br />ROOF SHEATH'G ro <br />AND 12FIELD <br />CONT. BL1('C <br />MIN. (3) 16d TOE NAIL <br />SON 2x BLX'0 TO EA <br />j <br />7 <br />JOST AIro To Bu TYP. <br />Q <br />Ld <br />RAFTERS. <br />_ T.O. PLATE <br />SEE PLAPRPADELLJ <br />EA PAf1ER8M <br />SOLI BL1CC R NAME <br />PER11 <br />G PUN <br />W/ i6d AT 1Y O.C. <br />2x4 P ATE - 16d TO OM <br />7 SHEAR TRANSFER NAILING <br />REQUIRED WSP AT t50 TIE INSIDE <br />25% OF 22.33 = 5.6 LF JOINT IN x 15' <br />PROVIDED WSP <br />11.67 U ACE6 AT EACH <br />{. _. FACE W/ 14-1rA .. 7 <br />AT BM AND AT - <br />POST. <br />MAY SUBSTRIfE <br />RIC44 <br />SIDE 6M. MAIN <br />6x6 OF POST BEAM <br />BEAM TO <br />BEAM AT POST CONN <br />(� <br />PROVIDE VENT BAFFLE AS NEEDED <br />PROVIDE SOUD VENTED BLKG <br />SOLID I' TIGHT FT'G T&G WALL SHEATH'G <br />E%ISDNG OLY WALL (2M STUDS AT MN. <br />EXISYG CMU FOUNDATION <br />NEW ADDI1pN - FOUNDATION <br />W/ INSECT SCREEN IYP. <br />24' O.C.L <br />SECURE 2.6 DF LEDGER To CONC, STEM WALL <br />Sf1ICH FX1SiG ERNS W� NEW <br />� 2,6 STEWS AT JOINT <br />PROVIDE N1 TIMER <br />AT EA,PLATE <br />fA'ER 3Dj FELT W/ i/4'1x 4' THEN HD <br />AND 3k 3z 1/4° PIAIE WASHER AT 32' O.C. <br />UK 16d TOE NAIL AT 6 O.C. <br />, <br />STITCHED TOGETHER W / III <br />MR <br />TO TOP VINO DBL PLATE PER PLAN TYP. <br />DB <br />OPTION - PROVIDE PT 2M VERT. BIX'G <br />II <br />DTT2Z ANCEgR W/ (8) SOS <br />AT 12' O.0 <br />AT STEM WALL AT 24' QC. <br />1/4'x 1 1/Y SCREWS AT ETDST fmd JOLRT I <br />DTT2Z ANCHOR INTO PoII J5T <br />FACE OF PORCH SLAB TO EXTEND <br />6x6 W12 POST PER PUN W/ AM <br />2x RAFTER - <br />WN 3/4, TAG PLYND <br />2x CAR DECK'G FLOOR Si <br />W/ i/2' f iHRFADm R� BIN EXIST RBA <br />W/ (8) SDS 1/4'x 1 1/2' <br />e PAST FACE OF PERP FOUNDATION <br />! TO HUTCH TRUE$ <br />FL SHFAIH'G IYP, <br />SamSTFMI <br />WPll TYP. <br />POST BASE AND 1/2'0 AB W/ WASHER <br />RAFTER TAILSEXIST'G <br />CONT. DRIP FLASH'G <br />I <br />1 <br />6' CWt WALL W/ <br />1/2" ABS AT Vt D.C. <br />JOIST PER FOUND PLAN <br />PT 2x6 WRAP COL BASE - WE ALL <br />TYP. <br />TIMER TARS <br />I <br />- •. <br />ll — �I <br />INTO CROWED CELL I' <br />�y <br />1 Y AD PER PUN VINO NOTES <br />/ <br />CAAtRAS <br />ONT. GUTTER W/ <br />MATCHING DS <br />I— DNSING' GONG POND. <br />� 4 PER DETAILS <br />Ea EDGE W/ I/2' RADIUS TYP. <br />5' OONC. PORCH SUB W/ 6x6 294Q9 <br />- x6 FIVE AND <br />WE BOARDS <br />R J057S - SEE PUN <br />MIL <br />tiiX15FG CRAWL SPACE <br />PROVIDE AT11 AT 1Y O.C. <br />IX57'C Ft $HFAIHG TO RIM <br />(MN. 4B' IM° E%5iG WALL) - <br />_ <br />OOYfl. fl4R TWO EXbTG CMU <br />GROUTED CELLS WN 4 1/2' <br />GRADE W/ ,' t O PORCH SURFACE <br />wwF OVER MIN. Y CRUSHED ROCK <br />SLOPE TO OIWN (1/4'/FT) <br />V. EXTERIOR WAIL <br />6 YISDUEEN V8. <br />EXTEND UP EXIST <br />F%ISYG VB <br />_ �- <br />V90 EK rG GROUT OR <br />FILL W/ NON-SBRNN GRDUt <br />GRADE TO SLOPE AWAY FROM <br />PORCH TYP, <br />G(� <br />STEM W� <br />y <br />l_ <br />- <br />AS REQHom UIRED. DOWEL 70 UP <br />' / _ <br />� <br />W. AT STEM WALL AIN F1'G <br />--'C- <br />r4 AT PERIMETER / <br />EDGE OF SLAB <br />DON➢. KID STEM WALL <br />MIN. 4' (TUIRE OCCURS) <br />2 PLATE SPLICE AT EXISTING WALL <br />3/4• <br />riTYP. EAVE <br />-A-\LEDGER AT EXIST'G STEM WALL <br />5 NEW FOUND CONNECTION TO EXIST'G <br />9 THICKEN <br />=''-0• <br />3/4• = i'-0' <br />3/4• _' -0' SUM. WHERE JOIST PARALELL <br />U 3/4• _ )'-o• <br />3/4• — 1'—D—D• <br />r- WID5IURBFD SIB GRADE <br />SLAB AT POST <br />1 2018 DEC 3 <br />A6 <br />OF <br />