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M <br /> ` M <br /> r 4db OR 2N"MIN z O <br /> 6 r� <br /> Ls,TYP STD HOOK ALTERNATE HOOK TYp ND p (E)WALL FRAMING REBUILD WALL FRAMING <br /> 0 1 <br /> 780 NEW SHTG&NAILING C./3 <br /> PER PLAN &SW SCHED &SHTG PER PLAN& <br /> VERIFY/ADD It NAILING (WHERE REO'D) SW SCHED LJ.J p rCo <br /> • t a ALL REINF EXCEPT COL TIES&BM STIRRUPS uJ <br /> _a ° a EN,TYP R NAILING®BLKG EN,TYP <br /> D = 6db FOR#3 THRU#8 (E) RIM, NO SPLICES WITHIN z �G <br /> ADD'L TYPICAL VERT D=8db FOR#9, 10& 11 6"OF NEW CRAWL ACCESS BIN,TYP (E) FLR SHTG BN NEW. @XJ-ST SHTG <br /> CD <br /> • BAR FOR ANCHORAGE z_ 6. (E) FLR SHTG FLR SHTG PER PLAN FLR SHTG PER;F1IAN, Z "'� <br /> a <br /> CORNER BARS AS SHOWN • J 7 "1,a6 0p 12db T/SHTG,` T/(E)SHTG '�:+ .T/SHTG UJ y o <br /> cli <br /> TO MATCH HORIZ <br /> y�'I' (MATCH EXIS� ___- _. (M T "'XIST) L.LI Y <br /> REINF,TYP D 180' 135' 90' (E) FLR JOIST,TYP J v �a N <br /> m <br /> SINGLE MAT D D 00 a` °D <br /> db db db (E) SILL R&AS l I FLR JOIST PER PLAN, LAP �' o N <br /> Ls,TYP STD HOOK ° W/(2)16d 4FA OEND& (E) FLR JOIST END W/(E)JOIST @ SILL <br /> �,P (E)STEM WALL- (3) 10d MIN®T/SHTG ° REMOVE(E) RIM&ADD <br /> STIRRUP STIRRUP OR TIE SAWCUT 24"W MAX WHERE REQ'D (E)SILL R&AS <br /> s ° • • • a • VERIFY NOBEARING POST ABOVE (E)STEM WALL TO REMAIN 2x BLKG®SHTG SPLICE <br /> 'e_ • • °• i • •"� 90' 0 135' 0 90' D T/FrC ,tiT/FTG 4 <br /> N 1 D 6 N - p 180. — — — <br /> 6db N <br /> CORNER BARS 3"MIN LT-� —° (E) FTG -� —° (E) FTG SEAL: <br /> TO MATCH HORIZ CROSS TIE CROSS TIE <br /> $ 18 <br /> REINF,TYP A.DOUBLE MAT BEAM STIRRUPS&COLUMN TIES 440 "S D=4db FOR#3, 4&5 q c+a <br /> NOTES: NOTE: D= 6db FOR#6,7&8 <br /> 1. MEMBER SIZE&REINFORCING PER PLAN. db=BAR DIAMETER, D= BEND DIAMETER <br /> TYPICAL CONCRETE MEMBER INTERSECTIONS TYPICAL REBAR BEND SCHEDULE NEW WALL/FLOOR AT EXISTING(JOIST PARALLEL) �� NEW WALL/FLOOR AT EXISTING (JOIST PERPENDICULAR) ( �)'7-5 <br /> L J 4 <br /> 3— I 'ao'° <br /> SCALE:NTS SCALE:TUTS SCALE:NTS SCALE:NTS "'J'lON6 <br /> 11/23 <br /> BIN,TYP <br /> WALL FRAMING <br /> (3) 10d @ BLKG BUILT-UP OVER-FRAMING TO POST PER PLAN RIM BOARD PER PLAN PER PLAN <br /> BUILT-UP OVER-FRAMING TO MATCH ARCH, BY OTHERS D SOLID BLKG.0 POINT LOADS <br /> MATCH ARCH, BY OTHERS SLOPE— — 5/B 0x5"TITEN HD ABU POST BASE R NAILING,TYP <br /> SLOPE V <br /> pER R aH BN TYP PER�a BN TYP 3 CLIP PER SW SCHED AMFER EN,TYP w <br /> 2"CLR Lu <br /> PLINTH EDGES SHTG PER PLAN Z M <br /> T/SHTG — — _ TYP,ES DECKING PER ARCH p <br /> _ — _ _ T/PLINTH 6 T/4 SHAG 2x8 LEDGER PER PLAN w Q <br /> 10"x10" (2) EACH NS x WAY <br /> 18 F PT SILL R W/AS Q J <br /> EN,TYP SHTG PER PLAN EN,TYP m PER PLAN U) LL Q <br /> SHTG PER PLAN J T/GRADE PLINTH JOIST PER Lu 0 Q <br /> - PLAN DECK JOIST 0 <br /> RIM BOARD PER PLAN JOIST PER PLAN RIM BOARD PER PLAN o I ° m AWAY T GRADE SLOPE PER PLAN Q L W <br /> 2x BLKG®48"OC <br /> / Q 2 <br /> JOIST PER PLAN�/ - yj <br /> W/(2) 16d EA END o ° a ° - -- VARIES z 4 Z O > <br /> CLIP PER SW SCHED ° • ° •° CONC FIG&REINF PER PLAN T/GRADE - _�o C LL <br /> CLIP PER SW SCHED B/FTG _ _ - STEM WALL& - m <br /> REINF PER PLAN Ci <br /> lal COMPETE T NATIVE SOIL OR N <br /> COMPACTED STRUCTURAL FILL - _�z_ m z CONO FTG,SIZE& <br /> WALL FRAMING PER PLAN WALL FRAMING PER PLAN "' � REINF PER PLAN <br /> �o <br /> NOTES: ALT HOOKS <br /> 1.WATERPROOFING PER ARCH <br /> NOTE: 2. DECK LUMBER TO BE PRESSURE TREATED COMPETENT NATIVE SOIL OR <br /> FASTEN ALL SIMPSON HARDWARE PER MFR SPECIFICATIONS. 3. DECK CONNECTORS TO BE SIMPSON Z MAX COMPACTED STRUCTURAL FILL <br /> CRAWL SPACE AT EXTERIOR PROJECT* 23-056 <br /> EXTERIOR WALL TO ROOF JOIST (PERPENDICULAR) E <br /> SCALE:NTS EXTERIOR WALL TO ROOF JOIST (PARALLEL) TYPICAL POST FOOTING WITH PLINTH SHEAR WALL WITH JOISTS(PERPENDICULAR)(DECK OPT) o DRAWN BY: TILTTSCALE:MS V fiuix I sins:a V DESIGNED BY: JAC <br /> SCALE:NTS SCALE:NTS <br /> DATE: DESCRIPTION <br /> 06.01.2023 REVISED PERMIT <br /> NEW FIG E FTG <br /> #4 x 24"DOWEL® 18"OC STEM WALL STEM WALL SOLID BLKG R NAILING,TYP <br /> HAMMERSET IN +1/16"HOLE, 0 POINT LOAD WALL FRAMING BN,:TYP <br /> NO ADHESIVE 4"EMBED PER PLAN <br /> F ABOVE STEM WALL/FTG TYP - SOLID BLKG-®POINT LOADS - JURISDICTIONAL STAMP: <br /> CONNECTION®ROO <br /> PER 6/S3.0(OF A REINF PER PLAN 2x BLKG®48'OC W/(2) 16d EA R NAILING TYP WALL FRAMING PER PLAN <br /> CRICKET PER GC/ARCH END,SECURE TO PLY W/(3) 10d MIN , CLIP PER SW SCHED EN,TYP <br /> MATCH,ti FLR SHTG PER PLAN EN,TYP SHTG PER PLAN <br /> T/(E T/SHTG T/� SHTG RIM BOARD PER PLAN <br /> BN,7YP <br /> EN SHTG EA SIDE PER ° ° " ° FLR JOIST RIM PER PLAN / / <br /> PLAN&SCHED ° ° e PER PLAN / PT SILL R W AB PER PLAN <br /> SLOPE <br /> PT SILL R W/ I STEM WALL& m z Q I m AWAY <br /> BOTT R BLKG& - ° a z a AS PER PLAN REINF PER PLAN T/GRADE JOIST PER PLAN s T/GRADE <br /> TT/W� FASTENERS PER SCHED ° ° a ° MATCH, 3 = VARIES o —-- VARIES o ¢ SHEET TITLE: <br /> m <br /> ® o T/( _z w z J T/GRADE - STEM WALL&REINF <br /> (E)TRUSS PER PLAN -- < ° T/FTO FTG, SIZE& o w _ _ ° PER PLAN <br /> REINF PER PLAN w — ! <br /> 2x BLKG W/ 1 d a — m o - _ _ o STRUCTURAL <br /> s 6"OC TO WALL BLKG ALT HOOKS <br /> _III_II I H -III- I I—" zc°Nc Fc, SIZE&REINF SECTIONS&DETAILS <br /> (E)DEL TOP R SW PER PLAN&SCHED FTG REINF III n ° e COMPETENT NATIVE " PER PLAN <br /> PER PLAN c> COMPETENT NATIVE SOIL OR <br /> SOIL OR COMPACTED <br /> i STRUCTURAL FILL COMPACTED STRUCTURAL FILL <br /> a NOTE: SHEET NUMBER: <br /> 7 VERTICAL STEM WALL REINFORCING NOT SHOWN FOR CLARITY. <br /> CRAWL SPACE CRAWL SPACE AT EXTERIOR <br /> NEW ROOF CONNECTION NEW FOUNDATION CONNECTION TO EXISTING AT EXTERIOR SHEAR WALL WITH JOIST(PARALLEL) �,� SHEAR WALL WITH JOISTS(PERPENDICULAR) <br /> I I BID6x �� S 3.0 <br /> SCALE:NTS SCALE:NTS zooa. I V SCALE:NTS 1 1 6 SCALE:NTS <br />