HomeMy WebLinkAbout10140438.pdf(E)GARAGE
0404 -Two 1�
CIO lz� )
(E)
2 nd UNIT
(3401)
I&
PLOT PLAN to SCALE- 1/8 =I1-011
GENERAL NOTES
1 ALL WORK SHALL BE DONE IN ACCORDANCE W/ THE 2001
CBC, PLUMBING AND MECHANICAL CODES,
THE CEC AND LOCAL ORDINANCES,
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RESPONSABILITY OF THE CONTRACTOR TO
VERIFY ALL EXISTING CONDITIONS ON THE SITE PRIOR TO
COMMENCING WORK AND IS TO NOTIFY THE OWNER AT ONCE
UPON DISCOVERY OF ANY OMISSIONS OR CONFLICTS IN
THE DRAWINGS.
4 ALL NAILING TO COMPLY W/ TABLE 23-II-B-1, CBC
cTRHrTHPAI N I Fl T Fc
15
- a - I lr=j
MH a�4 Efw
24
2X STU06 or.,
Ul/ 2X f=.TDP. SLL
PLT. 4 AOL F" PLAN
N
( W N) Pr
270 SQ. FT
(E) GARAGE
150 SQ9 FT
TO CONVERT
NEWROOM
AWN TO
AWN
(E) SFR
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CURB AT GARAGE
4
REINFORCING STEEL
CONCRETE PLYWOOD LUMBER 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED
1. PLYWOOD SHEETS SHALL BE Cil I I W&"SHALL BE GRADE MARKED DOUGLAS FIR CONFORMING BARS AS FOLLOWS t
!Zl
1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR SHALj gr THE AMERICAN FOOTING, SLAB ON GRADE,
WEIGHT HARD ROCK TYPE < 150 #/CU. -FT. >. AGigwi" LL3,-)� NOTED OTHERWISE ON THE PLANS, 2. RAFTER, BEAMS, PURLINS NRY, AND BENT DOWELS, TIES
BE NATURAL SAND AND RO OTHERWISE NOTED ► # AR AND SMALLER ASTM A-615 GRADE 40
SHRINK1101 776� SHEET SHALL HAVE A MINIMUM AREA OF 8 SO. FT, WITH A
mww - -1 HAN U. #4 AR AND LARGER ASTM A-615 GRADE 60
MINIMUM DIMENSION OF 2 FEET. GRADE
2. RI ETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE 3. JOIST, PURLINS 2' TO 4' WIDE, 6' & DEEPER NO, 1 2. DE RMATION OF REINFORCING SHALL BE IN ACCORDANCE WITH
W I ASTM C-94, PLACEMENT OF CONCRETE SHALL CONFORM TO 3. SEE FRAMING PLAN FOR DIAPHRAGM NAILING SCHEDULE, NAILING BEAMS, PURLINS OVER 4' WIDE NO, I A A-305 AND BENDING IN ACCORDANCE WITH ACI 318-95,
AC 301, Ah SHALL BE INSPECTED AND APPROVED BEFORE COVERING. SUBPURLINS 2' TO 4' WIDE, 6' & DEEPER NO. 1 3. MI IMUM CONCRETE COVER OVER REINFORCING REBAR FOR
3. CE NT FOR ALL CONCRETE SHALL BE POR ND CEMENT TYPE I, LEDGERS NO. 2 (E EPT AS NOTED OTHERWISE)
STUDS 2` x 4" OR 3' x 4" STUDS
OR I LOW ALKALL CONFORMINgdommAK C-1 STUDS 2' x 6' NO. 1 iff
-AP-P1 1%.. NO EXPOSED TO WEATHER OR EARTH
4. MI MUM COMPRESSIVE S ENGTH C- CWOWMIJ& AGIL OF 11 URIJ 111 N NOTES POSTS 5' x 5' AND LARGER NO. 1
28 YS FOR; SILLS, PLATES AND BLOCKING NO. 2 EX SED TO WEATHER 1 112
EX ED TO EARTH 2ff
EN6TH I
1. FOU TIOIJif"gill DESIGNED ASSUMING MINIMUM ALLOWABLE 4. SILLS AND PLATES IS CONTACT WITH CONCRETE OR MASONRY AND
FOO NGS 2 0 PSI Pi TER, BEAM & COLUMN TIES 1/2
SOIL EARW7RE PER 1997 UNIFORM BUILDING CODE SHALL WITHIN 48' OF GROUND SHALL BE PRESSURE TRESTED DOUGLAS FIR P&
SLA ON GRADE 2 0 PSI FO D FOOTING AND WALL EXPOSED TO EARTH
BE A FOLLOWS- (PTDF), SILLS SHALL BE BOLTED TO THE FOUNDATION WITH 5/8'
SID WALKS 20 PS UN MED FOOTING AND WALL EXPOSED TO EARTH 3'
DIAMETER x 10' BOLTS AT 48' ON CENTER, 12' MINIMUM FROM
5. MAX UM SLUMP SHALL NOT EX; ENDS OR 2 BOLTS MINIMUM PER PIECE, UNLESS NOTED OTHERWISE. SL ON GRADE
1000 P. S.F. 2&
6. CON ETE SHALL BE MAINTAI MO T UUNDITION R A ATr-.0 -r-uu 1 1114U 1000 P. S.F. 5. STUD WALLS ABUTTING A CONCRETE OR MASONRY WALL SHALL BE 4. SP E IN CONCRETE
MIN UM OF 5 DAYS AFTER PLACEMENT. A TERNATIVE METHODS BOLTED TO THE WALL WITH 5/8' ANCHOR BOLTS 24' ON CENTER.
MI MUM OF 36 BAR DIAMETER OR 12' WHICHEVER IS GREATER,
WIL BE APPROVED IF SATISFACTORY P FORMANCE CAN BE
ASS D. 2. ALL FO�D NGS S�.�AL BE FOUNDED ON 0 FIRM 6. ALL NON BEARING STUD WALLS SHALL BE 2 x DS AT 16 O.C.
AL WITH 5/ G BOA ACH S E, UNLE OTHERWISE NO -185 AND 1-82.
UNDISTUI B NATURAL IL, OR APPROVED C ACTED LL AND Afti, 5. WE ED WIRE FABRIC SHALL CONFORM TO ASTM A
7. ALL EINFOR STE ANC R LTS, DOWELS AN ADJACENT NISH GRADE NLESS NOTED OTHER SE, Amp-*qm -goal&.
jr IL L STUD A HA E F NEIGH x ONAL
INS TS SHALL BE SEC LY TE UIN T RMS ORE -IN B C A E S INTE ALS NOT DIN
NC TE IS POURED, QUAT LEA TS PROVIDED 3. ALL F SHA BE TERED ON PILAST AND/OR WALL AN T 5 FT. 6. AL DETAILING OF REINFORCING SHALL CONFORM TO THE REQUIREMENTS
N
N
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NAT
ISH S
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A
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I ACTED
FIRM
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C 0 0 ' T
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AT
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40 A P S ADJEN SE
B /0 L A
HA E N AND/OR WALL
CO OOTI W OF Cl 318-95.
IN B TOM OF CONC M OR I CIL A T AND COLUMN UNIL S WIS NOTED. C. UNIL HE NOT ON NS. BRA S IR A
INSP TION. NIMUM x S PACE
1
00 S T 0 7. A REINFORCING STEEL, DOWELS, ANCHOR BOLTS, INSERTS, ETC.
8. VIBR ION OF ANCRETE A ORDANCE ITH HE FINISH FLOG F. EX VATION SHALL BE S NOTED ON GRAD G mma SHAI2 E USED. S L BE SECURED IN PLACE PRIOR TO PLACING ANY CONCRETE
PLANS. OR ROUT.
GENE L PROVISIONS OU D IN POR AN CEMENT A OCIATION 9. F BLOC,ING 2 1 1/2 THI SHAL BE D I D
CTO HALL
B E
SPEC CATIONS ST- 5- THE CONTRACTO HALL B OLELY RESPONSIBLE FOR ALL EXCAVATION WALLS AT CEILING AND FLOOR LEVE S, AT E H 10 F 8. A REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS
9. EXPO D CORNE OF COLUMNS, BEA WA TC. S PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ANY STUDS, AND BETWEEN STAIR STRINGERS AT SUPPORTS. 0 STM A-615 GRADE 60.
BE FO ED WITH 3/4 ' CHAMFERS UNLESS DETAILED OTHERWISE. ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN 10. JOISTS SHALL BE BLOCKED AT SUPPORTS AND BRIDGED OR BLOCKED 9. A REINFORCING BAR BENDS SHALL BE MADE COLD,
ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY AT INTERVALS OF 8` WHERE JOISTS. ARE 2 x 12 OR DEEPER.
10. CONCR E CONTRACTOR SHALL SUBMIT PROPOSED CONCRETE ORDINANCES. 10. A REINFORCING BARS SHALL BE FREE FROM GREASE, RUST, MILL
DESIGN IX TO THE ARCHITECT AND ENGINEER OF RECORD, PRIOR TO 11. MAXIMUM UNSUPPORTED HEIGHT FOR NON -BEARING PARTITION SHALL S LE OR ANY OTHER FOREIGN MATERIAL WHICH MAY AFFECT THE
STARTI THE WORK. a, 6. ALL FOOT S S RME 0 M SIZES INDICATED ON BE 2 x 4 @ 16' D.C. UP TO 14'-0' B S ABILITY TO BOND TO THE MORTAR.
11. NO WAT SHALL BE DED TO TE WIT TEMPjRAT DRA GS, ETAILS, AND S ULES. 2 x 6 @ 16' 0. C. UP TO 20'-0' 11. R NFORCEMENT THAT IS PARTIALLY EMBEDDED IN CONCRETE SHALL
IN EXCE OF 95°F. ALL OOT AND PIERS ALL BE T D UNDER THE BUILDING 2 x 8 @ 16' 0. C. UP TO 26' -0' BE FIELD BENT EXCEPT AS SPECIFICALLY DETAILED IN THESE
OL NS. N. O. > WINGS OR WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD.
PARALLEL BEARING PARTITION�WALLS.
12, WIRE ME LAP (END & E) SHA BE ON ULL SW 12. PROVIDE DOUBLE JOISTS UNDER
13. BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM 1/32' AND A 12. L REINFORCING STEEL SHALL BE PROVIDED AT ALL POUR JOINTS
8. A TILIT THAT INTE RE IT HE STRUCTURAL FOUNDATIONS MAXIMUM 1/16' LARGER THAN THE BOLT DIAMETER. THE DRAWINGS, WHERE LAP AND/OR SPLICE LOCATIONS ARE
LL BE OVED AND RELOCATE T SPECIFICALLY INDICATED, PROVIDE CLASS' C' SPLICE PER
L PIPES, CTS AND CONDUITS H THE S ERE OF INFLUENCE OF HEDULE, ALL SPLICE LOCATIONS SHALL BE CLEARLY SHOWN ON
THE FOOTING (THE PRESSUR E, TENDI BELOW THE FOOTING, OP DRAWINGS AND APPROVED BY ENGINEER OF RECORD BEFORE
BASED ON A 2 HORjM 11 wh BRICATION.
- Milli" Willm
M.- Noun ACING TOLERANCES AND BAR SUPPORTS SHALL CONFORM TO THE
_10- FOUNDATION MAY BE SUBJECT TO STRUCTURAL REVISION IN THE FIELD ANUAL OF STANDARD PRACTICE FOR REINFORCING CONCRETE
DUE TO POSSIBLE VARYING SUBSURFACE CONDITIONS, CONSTRUCTION, BY WCRSI,
14. CLEARANCE BETWEEN PARALLEL BARS IN A LAYER SHALL NOT BE
LESS THAN i', NOR 1 BAR DIA., NOR Ix MAX. AGGREGATE SIZE.
BARS IN SECOND LAYER SHALL BE DIRECTLY ABOVE BARS IN FIRST
LAYER, MIN. DISTANCE BETWEEN LAYERS
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ADD'L T YP, INFO.
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1. CONC. FTG.PER PLAN
2. *4 BAR TOP & BOT
MIN. SEE PLAN
3. 2 OR 3X P.T.D.F. SILL PLATE
PER PLAN 0 A.8, PER PLAN 2
0 2-STORY[
0 I-STORYm ......... ...... �ul
7. 2 OR 3X STUDS 0 16" O.C. PER PLAN
NEW INTERIOR FOOTING
4'-0- LlIN, LAP
2> 16d 1 STUD
1( 8) 16d @ MIN. &
LAP TOP PLT.
16d @ 16' D. C.
2 STIJII�
MAX
4X4-'
HDR.
Mimi=
MIN,
PROVIDE IX6 LET -IN
BRAG' G (IF NO SHEAR
WALLS OCCUR) @60
16d 241
11:
MAX. @ 45 MIN.'W/
0. C ACE
C.
E. N,
(3) Scl EA. END & EA.
STUD BRACE EA.
NAIL
TYP,
CORNER @ 25' 0. C. MAX.
2X IM" R
KING STUDS
(2) 16ol E. N.
PROVIDE 2X FIRE
@ B
TO 2X SILL
BLOCK WHERE WALLS
TYP.
EXCEED 10** H. & AT ALL
CL` G & SOFFIT LINES
STUDS
.2X
@ 16' 0. C.
(2) 1 Od T. N. -1
2X P. T. A F. SILL PLT,
EA, IDE STUi'
W/ 5/8' DIA. ANSHOR
BOLTS W1 7' EMBE 'T
TOP T.
PER FOUNDATION PLAN.
PROVIDE A. B.
@ 6** -0' 0. C. & 4 1/2
MIN. / 12' MAX. FRM,.
00
�SILL END
EXTERIOR BEARING
WALL
1. OPTIONAL COLD JOINT WHERE
PERMITTED BY SOILS REPORT IF
� li YI
II ii11
APPLICABLE. USE ANCHOR BOLTS
LONG ENOUGH FOR MIN
7' EMBE]
BEYOND
INTO FOOT**I
UNLESS SLAB IS MIN. 7' THICK
OVER COLD JOINT,
2. CONC.
PER PLAN
3, #4 BAR TOP & BOT
MIN, SEE PLAN
4. 2 OR 3X P.T.D.F. SILL PLATE
PER PLAN @ A.
PER PLAN
5.2 OR 3X STUDS @ 16'
PER
,
COLD JOINT
FTC.
B.
D. C.
EXTERIOR FOOTING
I- ROOF SHT'G 0/ 2X ROOF RFTR.
PER PLAN (1X6 STARTER BOARD
-SHIPLAP- AT EXPOSED EAVES)
2- B. N.
3- (3)- 16d @ RFTR, TIE
4- 2X BLK'G W/ A-35
16'
5- 2X CEILING JST.
PER PLAN
6- DBL TOP PLATE PER PLAN
7- 2X STUDS @ 16' 0. C SEE SHEAR WALL SCHED.
OR WD. BM.
FOR SHEAR TRANSFER @
8- SHEAR WALL PER PLAN SHEAR WALLS
WHERE OCCURS
TRANSFER 2
AT
D. C.. U. N. O.
PER PLAN
SHEAR
SAVE
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B.
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EXTERIOR FOOTING
I- ROOF SHT'G 0/ 2X ROOF RFTR.
PER PLAN (1X6 STARTER BOARD
-SHIPLAP- AT EXPOSED EAVES)
2- B. N.
3- (3)- 16d @ RFTR, TIE
4- 2X BLK'G W/ A-35
16'
5- 2X CEILING JST.
PER PLAN
6- DBL TOP PLATE PER PLAN
7- 2X STUDS @ 16' 0. C SEE SHEAR WALL SCHED.
OR WD. BM.
FOR SHEAR TRANSFER @
8- SHEAR WALL PER PLAN SHEAR WALLS
WHERE OCCURS
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AT
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'Ir 'ft T
V'LOUR FLAN SCALE- 1/411= 11-011
............. NEWWALLS
EXISTING WALLS
REMOVE WALLS
12
2X8 RR @ 16" ox
IM C®J @ 1611ox
W/ R-30 INSUL. (TYP)
I'll RD. BD.
12
1/2" DRYWALL INT.
WALLS & CEIL'G (TYP.)
QUt_1rVT"1%,T A
STUCCO TO
MATCH (E)
........ SFR
2X4 STUDS @ 161116;�o/c:E
o
W/R-13 INSUL. (TYP."
ELEV. NORTH SCALE- 1/411= it
EAST ELEV� SCALE- 1/411= it
.... STUCCO TO
-:MATCH (E)
SFIR
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SOUTH ELEV. SCALE- 1/411= it
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STUCCO * TO
MATCH (E). . . . .
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ANCHOR BOLT NOTE
ALL EXTERIOR WALL TO BE. SECURED WITH
dia. X 12" A.B.S @ 72'.' O.0 W/ 711 NUN. EMBEDMENT
ENDS MAX. AND 4 1/2" MIN. 2 PER FIEL
MIN.) UNLESS OTHERWISE NOTED.
AND WITH MINIMUM 2"X2"X3/16" THICK PLATE
WASHER UNDER NUT @ EACH BlLT.
SIMP'ST 6224
@ TOP PLATE
(TYP)
SHEAR WALL SHCEDULE (1998 CBQ
PANEL
SHEAR PANEL DESCIPTION
FV/(plf)
EXTERIOR
FOUNDATION
INTERIOR
FOUNDATION
TOP
ANCHORAGE
MARK
ANCHOR BOLTS
ANCHOR BOLTS
SIMP. A35 (F)
8
7/8" STUCCO/ LATH 16 GA STAPLES
180
51811 @ 481# O.0
N/A
16" O.0
10
3/811 CDX PLY, 8D @ 611 O/C - 1 SIDE
260
5/811 @ 3611 O.0
5/811 @ 3611 O.0
161, O.0
ums
Umax=
ROOF FRAM'G PLATVI, SCALE- 1/411= it
SIMP ST 6224
@ TOP PLATE
"Typ)11
97M, 4 YOM
t:x,�; ^T
ROOF VWAAT'G
1/2" CDXq 24/0 INDEX PLYW'D D W
/8d
COMMON NAILS
8d
@ 1011 ox FIELD, PROVIDE ROOF
RADIANT BARRIER PER T - 24@
PLYW'D
ROOF SHEAT'G UNDER SIDE
VOT81 Mesiv, F-11 9 m wl_-u
ASPHALT SHINGLE CLASS 'B'OR
BETTER
TO MATCH EXIST'G SFR W/ # 15
FELT
UNDERLAYME,NT
SHEAR WALL -- 3/8" PLYW'D W/ 8
d. (?b
6tt ox EN/BN AND 8d. 12" ox
FIELD (TYP.)
.9
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