Laserfiche WebLink
I <br />I <br />A6 <br />L <br />N CD <br />o� 7 s <br />co <br />6x6 HF T <br />q <br />POST <br />8 <br />A6 DF2 — — <br />9 I— _ <br />A6 <br />66 HF1 <br />16" EAVE TYP. POST <br />37'-6 <br />TRUSSES i A3 <br />A 24" OC 6 <br />s� A6 A4 <br />IZ <br />�illi � li II II II <br />2x6 ROOF OROOF <br />OVER NEW TRUSSES <br />BY TRUSS MFGR <br />I II II — I -- <br />--I <br />EXIST NON-BR'G / / Tj I <br />WALL BELLOW / <br />TYP. — — — I' <br />r <br />II II \\ 7 <br />MIN. 22"x 30" <br />ATTIC ACCESS i <br />C---=--_ ---_ __--�—� EXIST <br />F_ — EXTERIOR WALL <br />F 7 TO BE REMOVED <br />�x� <br />PROPOSED NEW1 I — _ <br />_ RIDGE \7� <br />- <br />- — — — <br />EXIST _ <br />I �-_____====F r — WALL LINE <br />CN <br />— — — — - PROPOSED <br />AaO <br />P �EL'NEW <br />EXIST <br />t EXTERIOR WALL <br />II TO BE REMOVED <br />�I II — <br />o <br />i <br />co co <br />_ <br />co <br />Lo <br />4x8 F2 <br />�-- E <br />ROOT FRAMING" PLAN <br />STAGGER SPLICES 4'-0" MIN. <br />DBL. TOP PLATE 16d <br />FACE NAIL AT 4" O.C. STAGGER <br />SPLICE (OR (16) 10d EA SIDE OF SPLICE <br />3/4 <br />2x TOP AND DBL PLATE <br />SPLICE DBL PLATE INTO EXIST'G WALL EXTEND MIN. 4' INTO NEW ALL <br />MIN. 4' W/ (12) 10d STAGGERy W/ (12) 10d STAGGER FOR FIRST 4' <br />EXISTING STUD WALL NEW STUD WALL <br />FL,. SPUCE Ic—N^ WALL <br />ATTIC VENTILATION <br />ATTIC AREA = 1,314 SF <br />REQUIRED VENT W/ 50% AT RIDGE <br />1,314 SF / 300 SF = 4.38 SF <br />VENT AREA PROVIDED <br />RIDGE = CONT VENT = .83 SF VENT / LF OF RIDGE <br />=53LFx.83SIT =43.99SF <br />EAVE = VENTED BLK'G = .0355 SF VENT / LF OF EAVE <br />= 87 LF x.0355 SF = 3.09 SF <br />TYP. COMP ROOFING <br />OVER 30# FELT AND 1/2" <br />OSB SHEATH'G (EXCEPT - <br />PROVIDE VENT BAFFLE AS NEEDED <br />1/2o ACX AT EXPOSED EAVES <br />PROVIDE SOLID VENTED BLK'G <br />W/ASIDE EXPOSED} <br />W/ INSECT SCREEN TYP. <br />PROVIDE H1 CLIP AT EA. RAFTER <br />�� <br />TO TOP AND DBL. PLATE PER PLAN TYP. <br />2x RAFTER - <br />_ <br />TO MATCH TRUSS <br />T <br />RAFTER TAILS <br />FACEIS BATT <br />CONT. DRIP FLASH'G <br />INSULATION AT RAFTERS <br />RAFTER TAILS <br />TYP. <br />CONT. GUTTER W/ <br />1/2" GWD TYP. <br />MATCHING DS <br />R-21 FACED BATT INSUL. <br />x6 EAVE AND <br />BTWN 2x6 STUDS AT <br />RAKE BOARDS <br />16" O.C. TYP. <br />TYP. EXTERIOR WALL <br />NOTE ALL EXPOSED ROOF <br />SHEATH'G TO BE 1/2' ACX PLYWD <br />W/ 'A' FACE DOWN <br />r7--\TYP. EAVE <br />REQUIRED DWB <br />25% OF 36 = 9 LF <br />EXIST'G DWB <br />21.5 LF <br />25% OF 36 = 9 LF <br />EXIST'G DWB <br />29 LF + <br />PROPOSED WSP <br />6 LF = <br />TOTAL BWP = 35 LF <br />37'-6" <br />8' <br />EXIST'G DWB LL <br />J <br />REQUIRED DWB <br />25% OF 37.5 = 9,4 LF 4'-1,9 <br />EXIST'G DWB EXIST'G DWB WALL <br />6.67 LF <br />BWL I <br />-----�'� <br />I A- - =�-- <br />I <br />I <br />® \ / <br />co <br />i � <br />N <br />I <br />\ <br />I <br />! <br />\ <br />I <br />VT'G INTERIOR <br />TO <br />\ <br />LS REMAIN <br />/TYP. <br />Lj <br />NOTE - THIS BOX <br />\ <br />LATERAL FOR ROOF ONLY. <br />EXIST STUDS TO T.O. <br />`( <br />I <br />STEM WALL <br />✓ ` <br />J <br />\ c <br />Lj <br />I <br />f/ <br />3'—W —1, 3'—" <br />\ <br />REQUIRED DWB <br />EXIST' G DWB WALL <br />EXIST'G DWB WALL <br />25% OF 15.25 = 3.8 LF <br />15'-Y <br />� <br />PROVIDED DWB <br />�I <br />uj <br />6.83 LF <br />/ EXISTING T.O. ROUGH OPENING <br />AT 80" AFF <br />a <br />I <br />SOLID 1" TIGHT FT'G T&G WALL SHEATH'G <br />SECURE 2x6 DF LEDGER TO CONC. STEM WALL <br />OVER 30# FELT W/ 1/4"Ox 4" TITEN HD <br />AND 3"x 3x 1/4" PLATE WASHER AT 32" O.C. <br />OPTION — PROVIDE PT 20 VERT. BLK'G <br />AT STEM WALL AT 24" O.C. <br />MIN. 3/4' T&cG PLYWD <br />FL SHEATH'G TYP. <br />FL JOISTS — SEE PLAN <br />6 MIL VISQUEEN VB <br />EXTEND UP EXIST <br />STEM WALL <br />cQ c <br />na <br />14'-W <br />waveHi tIfttm.0 <br />REQUIRED BWP <br />25% OF 36 = 9 LF <br />BW <br />L) <br />C PROVIDED WSP <br />14 LF + <br />�B WALLS <br />—------—— — — — — — — ------- <br />MIXED BWP METHOD <br />MIXING BWP METHOD IS PERMITTED PER R602.10.4.1 <br />1- MIXING INTERMITTENT BRACING AND CONTINUOUS I <br />SHEATH'G METHODS FROM STORY TO STORY ARE <br />PERMITTED �✓ <br />2- MIXING INTERMITTENT BRACING METHODS FROM <br />BRACED WALL LINE (BWL) TO BWL WITHIN A STORY <br />SHALL BE PERMITTED. <br />3- MIXING INTERMITTENT BRACING METHODS ALONG <br />A BWL SHALL BE PERMITTED IN SEISMIC DESIGN <br />CAT A AND B, AND DETACHED DWELLING CAT C <br />PROVIDED LENGTH OF REQUIRED BRACING IS IN <br />ACCORDANCE WITH TABLE R602.10.3(1) AND l <br />\ TABLE R602.10.3(3) <br />\ f � <br />I <br />PROPOSED WSP WALL PROPOSED WSP WALL <br />22'—Y2" <br />NORTH BRACED WALL TYPE <br />WSP <br />REQUIRED <br />EXISTING DBL WALL (20 STUDS AT MIN. EXIST°G CMU FOUNDATION <br />24 O.C. STITCH EXIST'G STUDS <br />MIN. 16d TOE NAIL X <br />DTT2Z ANCHOR W/ (€ <br />1/4% 1 1/2" SCREW <br />0 2x CAR DECK'G FLOOR SHEATH'G W/ 1/2' 0 THREADE1 <br />- - EXIST'G 6" CMU WALL <br />1 1/2" AB'S AT 6'± OJ <br />INTO GROUTED CELL <br />EXISTING' CONC. FOUND. <br />PROVIDE A35S AT 12 <br />r,--, EXIST'G CRAWL SPACE EXIST'G FL SHEATH'G <br />(MIN. 48" INTO EXIST' <br />EXIST'G VB , <br />___�LE�DGER �AT _EXI�STG�ST�EM�WA�LL.. <br />�J4' _ 1°—op ° _ 19—o° °°L� 3✓�• _ �'—oe SIM. WHERE JOIST PAR�,LELIL �`'p -'�—°p <br />ROOF SHEATHING - NAILING 8d AT 6" O.C. <br />8d AT 6" O.C. PANEL EDGES ROOF SHEATH'G TO <br />AND 12" O.C. PANEL FIELD CONT, BLK'G <br />2x12 HF#2 LEDGER <br />SECURE TO BLK'G W/ <br />(3) ROWS 16d'S <br />AT 8" O.C. <br />STUB TRUSSES <br />AT 24" O.C: j <br />SOLID 202 BLK'G BTWN <br />TRUSSES W/ MIN. <br />(4) 16d TOE NAIL TO <br />EA. TRUSS <br />TRUSS BRACING PER <br />MFGR TYP, RAFTERS AT 24" O.C. <br />SEE PLAN <br />(m) SOLID 206 BLK'G BTWN LRU26Z RAFTER HANGER <br />TRUSSES W/ MIN. W/ (9) 16d <br />(2) 16d TOE NAIL TO AT EA. RAFTER TYP. <br />REQUIRED DWS EA. TRUSS <br />25% OF 37.5 = 9.4 LF <br />EXIST'G DWB 8d AT 6" O.C. STAGER <br />27.75+ LF AT DBL PLATE <br />PLATE HT <br />A35 CLIP AT 24" O.C. EXTEND PLYWD SHEATH'G <br />(PER SW SCHED) FULL HT. NAIL PER <br />4 <br />SW SCHED. <br />H1 CLIP AT EA. TRUSS <br />SHE T � L � <br />9E <br />co <br />"' EXiS�f <br />WALL LINE <br />L <br />REQUIRED WSP <br />25% OF 22.33 = 5.6 LF <br />PROVIDED WSP <br />11.67 LF <br />NEW ADDITION FOUNDATION <br />DBL 2x6 STUDS AT JOINT <br />p 3/9a 1 9-00 <br />ROOF SHEATHING — NAILING,,,8d <br />AT 6" O.C. <br />8d AT 6' O.C. PANEL EDGES <br />ROOF SHEATH'G TO <br />AND 12" O.C. PANEL FIELD <br />CONT. BLK'G <br />— <br />MIN. (3) 16d TOE NAIL <br />-� <br />SOLID 2x BLK'G TO EA, <br />JOIST AND TO BM TYP. <br />RAFTERS AT 24" O.C. <br />T,O. PLATE <br />SEE PLAN <br />PROVIDE H1 CLIP AT EA. RAFTER <br />SOLID BLK'G TO PLATE <br />BM PER ROOF FRAM'G PLAN <br />W/ 16d AT 12" O.C. <br />2x4 PLATE — 16d TO BM <br />AT 12" O.C. <br />SHEAR TRANSFER <br />ILI , <br />3/4sa <br />L50 TIE AT INSIDE <br />JOINT W/ 10d x 1.5" <br />ACE6 AT EACH _ <br />FACE W/ 14-16d _ <br />AT BM AND AT -- <br />POST. \ <br />■j ,�i MN= <br />i <br />BEAM TO BEAM AT POST CONN, <br />STITCHED TOGETHER W/ 16d <br />AT MIN. 12" O.C. <br />DT INTO <br />DTT2Z ANCHORO RIM JST <br />INT <br />FACE OF PORCH SLAB TO EXTEND <br />6x6 HF2 POST PER PLAN W/ ABA66 <br />(8) SDS 1 1/2' <br />2" PAST FACE OF PERP FOUNDATION <br />SCREWS <br />STEM WALL TYP. <br />POST BASE AND 1/2`0 AB W/ WASHER <br />JOIST PER FOUND PLAN <br />PT 2x6 WRAP COL. BASE - MITER ALL <br />CORNERS TYP. <br />1/2' AB PER PLAN AND NOTES <br />4 PER DETAILS <br />EASE EDGE W/ 1/2' RADIUS TYP. <br />5" CONC. PORCH SLAB W/ 6x6 2.9x2.9 <br />DOWEL BAR INTO EXIST'G CMU <br />GRADE W/ 1" TO PORCH SURFACE <br />WWF OVER MIN, 3" CRUSHED ROCK <br />SLOPE TO DRAIN (1/4 /FT) <br />GROUTED CELLS MIN. 4 1/2' <br />VERIFY EXIST'G GROUT OR <br />GRADE TO SLOPE AWAY FROM <br />' <br />FILL W/ NON -SHRINK GROUT <br />PORCH TYP, _ <br />AS REQUIRED. DOWEL TO LAP <br />x x <br />x x <br />HORIZ. BAR MIN. 24" <br />c� <br />TYP. AT STEM WALL AND FT'G <br />CONT. #4 AT PERIMETER / <br />THICKEN EDGE OF SLAB <br />DOWEL INTO STEM WALL <br />MIN. 4" (WHERE OCCURS) <br />UNDISTURBED SUB GRADE <br />THICKEN PORCSLAB AT POST <br />3i4'-< _p0,2018 _ <br />C 3 <br />I=- <br />o <br />F��7 <br />u <br />of <br />o ;l , <br />en <br />0 Q Il , <br />x <br />�W <br />Zy <br />co <br />co <br />cli <br />o, <br />w <br />w <br />w <br />c.� <br />L.L <br />