HomeMy WebLinkAbout10150510.pdfGENEL NOTES
I_- ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
C.S.C. PLUMBING AND MECHANICAL CODES, THE C.E.C. AND
LOCAL ORDINANCES.
2. VERIFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
33. 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 DISCOVER OF ANY OMISSIONS OR CONFLICT IN
THE DRAWINGS.
4- ALL NAILINGTOCOMPLY WITH TABLE 23-11-9-1 C-R-C-
5. THE MANUFA_CTURFD WINDOWS SHALL HAVE A LABEL
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS.
PLUMBING NOTES
6. ALI, PLUMBING WALLS TO BE 2" x 6"
7. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MINIMUM OF 9" WIDE AND NO "FLAT" STUDS PERMITTED.
STAGGERED STUDS ARE ACCEPTABLE.
8. SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
TO. A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE
SHOWER OR TUBISHOWER COMBINATION, MATERIALS
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE.
9. GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY 1). NET AREA OF SHOWER RECEPTOR
SriALL BE NO LESS THAN 1024 SQ IN OF FLOOR AREA, AND
EN'COMPASS 30"DIAMETER CIRCLE,
13. ALL WATER CLOSETSMARE LOCATED IN A, CLEAR SPACE
NOT LESS THAN 30" MOTH AND HAVE 24" MIN. CLEARANCE
IN FRONT OF THE STOOL.
FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL
FAN 5 AIR CHANGES PER HOUR.
12. WATER HER BRD EATTO E GACETO RESIST SEISMIC
FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF
THE TANK AND ONE STRAP AT BOTTOM 1/3 OF THE TANK).
13. ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1-6
GALLONS PER FLUSH.
ELECTRIC NOTES
14. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
NEC Art 210-52 (a) 20 AMP. CIRCUIT DEDICATED 7*0 EACH
BATHROOM`
IS- ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
PROTECTION-
16. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
CONIPLIES, WITH NEC Art. 210-8- "ALL 125 volt SINGLE PHASE,
15 AND 20 AMPERES RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN
COUNTERS AND AT WET BAR SINKS.
STRUCTURAL NOTES
17, THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
SPACING TO THE EXISTING STRUCTURE ANICH MAY BE
REQUIRED DURING CONSTRUCTION.
18. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED CB0
SECTION 2220.8.3 ALLOWANCES.
19. NOTCHING OF EXTERIOR AND BEARINGINONBEARING
WALLS SHALL NOT EXCEED 25%140% RESPECTIVELY.
BORED HOLES IN BEARINGINONBEARING WALLS SHALL
$ NOT EXCEED 40%160% RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE 13ORED HOLE NEARER THAN 5/8" TO THE
EDGE OF THE STUD (2320.11,9 AND 2320.11A0)
20. HEADER AND TRIMMER DETAILS FOR DOORS AND vMNDOWS
ARE TO BE S40WN WITH THE FULL LENGTH TRIMMERS,
SPECIFYING THE SIZE OF THE HEADER AND TRIMMER
(2320.11 .6)
2t USE SIMPSON ST 13224 TO TIE-IN TO EXISTING TOP PLATES,
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FLOOR PLAN NOTES LEGEND
FLOOR PLAN LEGEND I.- RELOCATED 50 GAL. WATER HEATER JOB DESCRIPTION:
AREA ANALISYS 0
ON 18" PLYWD PLATFORM W/ SEISMIC z
(:��) 110 V W/ BATTERY BACK-UP < 390 SO FT ADD,,r,ON
LOT AREA Gt 6 �5c�, F�T EXIST'G WALLS TO REMAIN STRAPS NON-RIDGID CONNECTORS. 110 SMOKE DETECTOR Lu
EXIST'G WALLS TO REMOVE PER
9V BA, Fl��RY OPERATED
E)<ISTIN6 GFOR SMOKE DETECTOR NOTE:
emimNEW WALLS FOR RM ADUN SOLID CORE DOOR W/ 12" G.L. SMOKE DETECTOR — co
PROVIDE SMOKE DETECTORS IN EACH BEDROOM
EXISTING GARA6E SCREENED VENTS WHITHIN 12" OF RECESSED CEILING LIGHT AND CORRIDOR OR HALLWAY ACCESSING SUCH
Z 6 2- 5(� r-- -r 2x6 PLUMBG WALLS BEDROOMS PER SECTION 310.9J.3 & 310,91.'
TOP & BOT. So 4 0
L0_1 RECESSED MIN! LIGHT 2001 C8C, SEE NOTE 'T' BELOW FOR N
FZROPOSEED A00ITION 390,5(RF-r 2.- F.G.TUB & SHOWER W/ SHUTTER PROOF EXISTING BEDROOMS
ENCLOSURE. CEILiNG MOUNTED LIGHT z
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OTL LIVING AREA A3- DUCT THRU ATTIC- TYP. (t40jV) I WALL MOUNTED LIGHT 0
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5.- REC'D MED CABINET,
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LOT COVERAGE UEL GAS
6.- LAVATORY_ ..,,vI
-
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7.-, f,*6TV19A AtR afQUA r�v
�OT 8.- SHELF & POLE. GR GROUND FAULT iNTERRUPTOR A
9.-WATER CLOSET 1.6 G.P.F. MAX.
SW!T(H
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00T51106 W m-rL. c)oCT. DRAWN:
N; A c HOSE BIB
vliiNf - ( 14' MIA 'ol, - HOSE: SIBBS TO HAVE A NON -REMOVABLE
------- RACK -FLOW PREVENTER OR WITH A USTEC
AIR DIFFUSER GRILLE ATMOSPHERIC VACUUM. BREAKEP CHECKED:
I I. -WASHER, SPACE. PROVIDE I 10 V OUTLET FL FLUORESCENT DATE: JUN-I
A, MECHANICAL FAN. M!
lop & RECESSED HOT & COLD WATER & 5 AIR CHANGES PER HR.
JOB NO.
WASTE HOOK-UPS. --0- FLUORESCENT LIGHT
12.- DRYER SPACE. PROVIDE 110 V OUTLET i--Z LOG LIGHTER
FUEL GAS, & VENT TO OUTSIDE WA PLU MB FOR ICE MAKER SHEET 8
METAL,DUCT THRU ATTIC. TELEPHONE JACK
(14" LONG MAX W/ (2) 90 ELBOW.
AF: RECEPTACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY -
AN ARC -FAULT 'CIRCUIT INTERRUPTERa.
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. . . . . . . . . . . . . . . . . . . . .
PLYWOOD
1. ftYWOW SWEETS SWALL BE COX CONFCWING TO PS I'% AND
SWALL W STAPIPED ►WlTw TWE CIRPA dIUDE OF TWE AMERICAN
PLYWOO ASSMIATICNUNILEBS NOTED OT�-IERWISE ON TWE PLAN&
2. EACW VA49ET 944ALL 14AVE A MINIML-I AREA OF 8 W. FT. WITW A
MhmIP%jM DIMENSION OF 2 FEET.
gg pRAtjING PLAN FOR DIAPHRAGM NAILING SCWSOULr;. NAILING-
FO,UNDATION NOTES
1. FOUNDATION WAS,SEEK DES&eO AS"ING "INIM11 ALLOWAISLE
SOIL IBEAMW-- PREOWK PER 2001 CALWORNIA MILDINa C40E WALL
BE AS FOLLOWS
C;ONTINUaS FOOTH46 -
ISOLATED FOOTMa PAP.
2. ALL FOOTINGS SWALL ESE FOUNIC)ED ON OR BELOW FIRM
LINDtSTURWO NATUAcAL 901L. OR APPROVED COMPACTED FILL AND
ADJACENT F"SW GRADE WILEOS tIOTEO Of"ERWIft-
3. ALL FOOTIN02 VALL 86 CENTERED ON PILASTER AKD/0R WALL AND
COL" UNLESS OTWERWISE NOTED.
4, FjNISW FLOOR fltf,� EXCAVATION SWALL W AS NOTED ON 6WADW-1
PLAN$.
S. T14E CONTRACTOR S.IALL BE -04OLELY RESPONSIBLE FOR ALL EXCAVATION
PR=EDUIMS INCLUDWslAGGINd-a. SMORIN5 AND PROTECTION OF ANY
AojAc-aml SlSEETS AND UTILITIES IN
ACCOMZiANCE WITA ALL NATIONAL, STATE AND LOCAL SAFETY
ORDINANCES.
6ALL DETAILS
FooTtNGS SRALL BE FOR11*0 TO MEET StZES INDICATED ON
DRAWINGS. , ANDIM SC14160ULES.
1. ALL FOOTINS AND FnERS SWALL ISE CENTERED UNDER TWE WJILDIWx
COLUMNS. ?UKO.)
& ALL EXISTM UTILITIES T14AT MEMEM HATM UE STMZ'tIRAL FC=A*"ONS
$WALL BE REMOVED AND RELOCATED.
S ALL p#-ES, 0=10 ANo CONDUITS UTWIm IWE SRWEAE OF WLVENCE OF
T14E FOOTm, (Tw9- PRESSURE ZONE. EXTEbOM SELOW TWE FOOTING,
$AMD ON A 2 wORIZONTAL To I VERTICAL SLOPE), OWALL BE SLEEVED
TWROU614 CONCRETE CAST -IN -PLACE AT TWE FOUNDATION POUR-
W. potgoATION MAy Be qUejECT To STFW-TURAL REIAStON IN T14E FIELD
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F/ SOFFIT FRAMIW,.
SHELF
INTERIOR BSARIW_s WALL
FIROVIDE ROCIF RADIANT BARRIER
PER TITLE 24 AT ROOF SWEAT14Wx
1.
ROOF SHEATHING Z
1/2 " COX PLYWOOD %321116) OR OSIB, UNSLOCKED
DIAPWRArsM. W/ NAILING-
9d * 6" O.C. SUPPORTED ENDS A BOUNDARY
ad * 12" O.C. FIELD.
USE CiD) 14+el 0 TOP PI.T. CHOAZD SPLICE W1 STe+224
(USE IX6 SOLID SWEA4141W_3 OR A-C GRADE PLYWOOD
AT EAVES 4 OVERHANG)
2.
PROVIDE 4X POST AT EACH END OF 4X10 OR
LARC%ER MEMBERS, ;BLE STUDS FOR 4X& SINGLE
STUD FOR 4X6 OR SMALLER MEMBERS
3.
wHEI9 DOUBLE'2x SOLE PLATE$ ARE USED, PROVIDE
PROGRESSIVE NAILING.
4,
ALL NAILS ARE COMMON NAILS.
S.
ALL STUDS * I&" O.C. MAXIMUM.
6.
ALL LAG BOLTS f.LB) TO BE 8" LONG INSTALLED
WITH PILOT HOLE AND WRENCH.
1.
FRAMING MEMBERS OR BLOCKING 514ALL BE PROVIDED
AT ALL EDGE$ OF ALL PLYWD SHEETS IN SWEAR WALL.
S.
ALL PLYWOOD PANELS SHALL BE
MANUFACTURED USING EXTERIOR GLUE.
2 LAYERS OF 15*1 FELT SHALL BE USED AT
ALL STUCCO APPLIED OVER PLYWOOD.
SEE DETAILS (bSir-# FOR ALLOWED SORIWz
AND NOTCHING OF STUDS AND JOISTS
SEE DET. @ FOR TYP. EXTERIOR
WALL FRAMING
MIN. 2X6 STUDS O.0
AT PLUMBING WALLS.
ROOF DIAPHRAGM NAILING TO BE INSPECTED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
14.
DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
BEARING PARTITIONS
A II2�i Dig 1�
FAD
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BRACING PANEL
PER 2320.11A C5C
3/B C-D, C-C PLYW'[)
W1 rod tD ro" O.C. E.N. 4 12" O.C. F.N.
2X 1F.T.DF. SILL CONNECTION W1 5/a"4'
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TOP ANCHORAGE LUIT14 4-35 6 Iro" O.C.
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FOUNDATION NOTES
FLOOR 914EATI-41NG
USE 314 " STRUCTURAL 11 C-0 OR C-C
PLYWOOD. MINIMUM PANEL INDEX NUMBER
(40/10) T46, W1 106 NAILS 6 6" O.C. SUPPORTED
EDGES AND 10d 0 IV OC. IN THE FIELD
(UNBLOCKED U.N.O.)
FACE GRAIN OF: PLYWOOD SHALL BE PERP.
TO SUPPORTS
2. EXISITW-2 12"X12" CONC. FTN*et (VERIFY)
3. CONCRETE FOOT1Wx. etV' W X 19" D W1
1) 14 TOP 4 1 'BOTTOM MIN,
4. ra" W CONC. CURB UN.O.
5. 24' L. 04 RE5AR DOWELL fp" INTO EXISTING
FOOV6 TOP 4 BOT W/ SIMP. 'EPDXY"
6. 12'Xb" 6.1 SCREENED FOUNDATION VENT
1. 18"X 24" G.I. SCREENOE0 FOUNDATION ACCESS
S. GIRDER POCKET OR WAWGER
S, 18"X24" CRAWL SPACE
10. NEW CONCRETE LANDING, 4" BELOW
THRESHOLD MAX, A 11"X7 STEPS
NOTE
PIPES, DUCTS AND OTHER NONSTRUCTURAL
CONSTRUCTION SHALL NOT INTERFERE WIT14
WIT14 ACCESIBILITY TO OR WITHIN UNDEWOOR
AREA
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NOTES -
a. -v8R.1FY 4RDUAL LOCATION W,/ FLP_ PLAN
k,>. -HOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
-SURFACE WATER WILL DRAIN AWAY FROM BUILO'G.
d14OLD-00AN CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE APPROVED PLATE WASHERS, AND
WOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
ALL INTERIOR NON -SEARING WALLS WITH SHOT PINS.
RANSET 63340, OR EQUIVALENT.
UNLESS OTHERWISE NOTED.
B. MAY BE REPLACED BY 5/8 " DIA
T14READED MODS W1 5 3/4 " EMBED. WITW
CIA -GEL 10WPDXY SYSTEM
(OR EQUIVALENT), AT T14E
SAME SPACING. PER 232VIA cW
ANCHOR E30LT NOTE
MINIMUM NOMINAL ANCHOR E30LT DfA. SHALL BE t
5/a INCI-4 SPACED PER SHEAR SCHEDULE
OR 0 ro'-O" OC.. MAX. EMBEDEE) INTO CONCRETE
7" MIN, W1 MIN. DISTANCE FROM
THE END OF SILL PLATES TO BE 4
AND A MAXIMUM OF 12").
2PLATE WASHERS (MIN,!51ZE OF 2" X 2" X 3/1(0
54-TALL BE USED ON EACH ANCHOR BOLT
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SHEET MMBER:
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FLA-1 SWEATING PER ",-,--EA. SIDE
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SHEAR PANEL
FLP-JOIST
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PER. -SHIPLAP- AT EXPOSED EAVES)
BORED HOLES MAX 40% OF STUD 2X4 FLAT LOOKOUT 0 32" OZ:
WIDTH 0 BEARING WALLS, 60/ MAX, NOTCH INTO FIRST RAFTER EN. SILL PLT,-3-r-7 7 Z Z
NON -BEARING WALLS.
MIN.
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SST3
NOTCHES- MAX. DEPTH 257 OF STUD
WIDTH a BEARING WALLS.40X MAX. 4X4 CRIPPLE POST ANCHOR
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2X BLKG, a 4b" OZ. z W/ PC TO GIRDER 3:
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2X6
2X8
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NOT TO OCCUR ON SAW
257 0
1
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STUD SUPPORTS
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PHD5-SDS3
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1- ROOF SHT*G 0/ 2X ROOF RFTR. ST2115 0 4&'O.r-. IN HOL
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NEW E��lsrcs LIEU OF 2X4
-SHIPLAP- AT EXPOSED EAVES) SHEAR PANEL <
2- B.N. 0'4 REBAR T48 PLYWID ROOF PER PLAN :;0 7'PY
3- 2X CRIPPLE STUDS 0 16" D.C. 1"A MIN SHEATHING PER PLAN z
I&, MIN, B.N. END RIM JST. 0
4- 2X BLK'G W/ A-35 0 SILL PL T.-
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ROOF RAFTERS PER MAN ?X BLOCK D
5- 2X CEILING JST. 4 — — — — — — - 2X4 TIES 48" O.C.
OWE
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WHERE OCCURS RFS 05XS W/5" MIN.
EMBEDMENT DEPTH L FRM CORN'
9- E.N. SPECIAL INSPECTION
TO CONC. AT 4 112 " MIN. REQUIRED 5
10- S.N. S� I Y4" FIRM EDGE
N - — — — — — FROM END, 12 " MIN, MIN
go, I I ?", I 1� - FROM EDGE SPACED PER
3- l(od TYP, FOUNDATION PLAN
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SEE SHEAR WALL SCHED.10 FOR SHEAR TRANSFER 0 9 mlo
SHEAR WALLS y 4 EXISTING CONC. FOOTIW
NO SPECIAL NOTES
OVERLAP CEILING 9 INSPECTION DRILL SLANT HOLES A OMLL HOLES PE14 MAMJFr SPECS.
WIT 4131, &AIKI RECUIRED FOR M A301 TWREATED M=S W/ SPt*SM
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6 THIS EPDXY 1/16" OVER 01A_ OF �." I SET EPDXY ICISO IS210A
AS REQUIRED BAR_ FILL W1 EPDXY W/ 5- froa
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APPLIC:ATION
7 61WUT TO RAFTER
Lu
A RIDGE 10 A.B. AT EXISTING FTN'G PHD HOLDOWN NTS
1�5 DOWELLS 4 6 AT EXISTING FTN'G 2 0
SHEAR TRANSFER _F
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—,
3 (2 ROWS) 2X STUD WALL- <
4'-0" MIN. LAP (2) 16d I STUD OF SWT*G'O/ 2X ROOF VTR.PER PLAN _2X MT,
(8) 16d 0 MIN. & PER PLAN OX6 STARTER BOARD SHEAR WALL
16d 0 16" O.C. -SHIPLAP- AT EXPOSED EAVES) WHERE OCCURS PLYW'O SWEATCa PER
MOM= LAP TOP PLT. MAN 0/ 2X FLR. JST�
a STUD MAX NOTE- 2X BLKG OR PER PLAN W/ R-113 INS, z
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BARRIER AT UNDERSIDE IF w
6
4X4 E.N. REQUIRED BY TITLE 24-
9 HDR.
2X BLKG W/ A-55 �ls Gk MUDSCREED-_
MIN. PROVIDE lX6 LET -IN
7 �1�
BRAC'G (IF NO SHEAR
it 1 16, OZ- UN.O. ATEXT. WALLS
WALLS OCCUR) 0 60 A-35 0 Ito" OZ.
4 1 11, 2X OR 3X STUDS PER PLAN j 16d 0 24" MAX. @ 450 MIN. W/ 2X4? P.TOF MUDSIL L W/ 5
) 8d EA.END & Ek (3
& S.W. SCHEDULE O.C.FACE 16d E.N. r w
STUD BRACE EA. E.N. IL X 10" L. AS.
NAIL TYP, CORNER 0 25'O.C. MAX. PER PLAN W/
2 2. E.N. 2X CEILING JST. 2 1/2" X 2 X 3/16" TWW,
12 2X TRIM'R & PROVIDE 2X FIRE PER PLAN MATE 0JAI24JERUND. w
_3 � B.N. (2) l6d E.N.
KING STUDS
BLOCK WHERE WALLS
0 JAMB TO 2X SILL EXCEED 10H. & AT ALL
4. S.N. TYP. CL'G & SOFFIT LINES Si-(l(oci RFTP_ TIE OBE. TOP PLATE PER PLAN
= m w
CONCRETE FTN*G
5. PLY'D SHT*G PER PLAN 2X STUDS
SHEAR WALL PER PLAN ca PER PLAN
0 161, D.C. WHERE OCCURSs.
r I z
6 2- 2X RAFTERS NAILED TOGETHE ul
W,
1 12 (2) 10d T.N. 10 2X P.T.D.F. SILL PLT.
7 2- 2X TOP PLT. EA. SIDE STUD %" DIA. ANCHOR 2X STUDS * 161, O.C. REINFORCING 0
TO PLT, BOLTS W/ 7" EMBEDT OR WO. SM. PER PLAN
S. SIMP. A35 0 16" O.C. 1 CAP SH.INGPLES PER FOUNDATION PLAN. TOP 4 SOT. PER 0
PROVIDE A. B. PLAN
oil
9> SIMP A35F 9 16" O,C. 2 Nil I N, P :'C �H -11 O.C. & 4�/2"
'TI
COMPOSMON SHNGI ES OVER !LAYER
MIN. / 12" MAX. FIRM.
SEE SHEAR WALL SCHEO. w
SILL END �_D PRO
10. CL'G JST. PER PLAN 1_5.OFE�l __ T .3-B." a., 2-STRY.
2:12 < A:12 PIT CH- FOR SWEAR TRANSFER
6. 3" 0 I-STRY. 10
N SELF-SEALING OR HAND --Q_E AL ED SPEAR WALLS Qq
11. WALL FINISH PER PLA [-STY.
COMPOSMON SHINGL-ES OVER 2 LAYERS
Y P F 15 F ED 2-STRY. z
12. SOLID BLK'G 0 r"
121, MIK40 I-STR t Y.' N-s
EXTERIOR BEARING WALL SHEAR TRANSFER
SHEAR TRANSFER :y4".lo 19 RIDGE 3"=l'-O" 15 11 EXTERIOR FOOTING z
FRAMING AT EAV E
OUTER 1/3 MIDDLE 1/3 OUTER 1/3 0
--f 2X STUD WALL WHERE 0
OF SPAN OF SPAN O� S �ONL Y %4R. WALL 0
Or_=RS PER PLAN
TH155�1 STEM USELD To AT TOP OR GOT NO NOTCHES AT TOP OR GOT WHERE OCCURS
--FLR SHT'G 0/ ALLOWED U.N.O. I 2X M T.
WALL SIL-)iNCi
ANCHOR A L40T W,4 ER PEATEII,-�
FLIP JST. PER PLAN PLYW'.D SWEAVG PER 2X BLK`G OR EN. z
T �4 A T 15 A. D 1114 C; N T T 0 -4 W A,
D E E EDti
EXISTING FLP_
wl/ WEED FLOOR JST PLAN 0/ 2X FLR, ,JST,ANK NEED -0 BE BOLTED JOIST I I - (2)16a TO EXiST'6 Pff R PLAN W1 R-143 INS. a.
r'l-COR AND T;4E HEA�=R w
RIM JST. OR BLK*G
: � k- _.w
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>
C-AS C CNI N C T 1 ON.
10;
2X BLKIG 0 16 OZ.
F.T. nF, BILL AT PARALLEL FJ,
AN< HAa AN
�ULATIGNIBLAN<ET, -35 0
lN 0
7 A
LEA`/E IN F1 AGE 16 O.C. z
-4X6 GIRDER NOTCHING
7
jig
OUTER 1/3 MIDDLE 1/3 OUTER 1/3
17 OF SPAN OF SPAN OF SPAN ONLY 6L45 WPIEFRE
z
-I _2X6 P.T. OF MUDSILL W
X 10" L. A.B.
AT TOP OR SOT NO NOTCHES AT TOP OR SOT
PER MAN V 2
7- ALLOWED U.N.O. CONIC. SLAB 0
U 2 X 2 X 3/16 TWK
1/4;' X 4 1/211 LAr 5-CIREW LU/ PLATE WAR S14EU.N.O. rp
40 Ift
WA51-HIER, TO 2X4 6TUD CIR 51_K� z L
CONCRETE FTN'G PER PLAN
uj
0 0—
a7W
W_ lK
r
APPROVED 'E_ 4P
-'SIMP'14U4& W/
61NUCz6L�' ' '�-,AJFFED EXISTING 2X LARGEST
(12)'TITEN 1/4 X 2 BORING
A R 0- Ul N [) TANK ME) &NUr-- &FALEF DIA REINFORCINd-2
SCREWS TO tE) BORE (L
FROVDED IE3="TWEENI THIE TOP A BOT. PER
CONC. FTNIG MIN, PLAN
WATEfR )'EATEN AND W4L'
I DACE (1) 16d EA, SIDE ID m
0 Al Y.
2X4 P.TDF. -4 2-ST1.L35",± 2-STFR
TO WE06E
I WEDGE
I-STRY.
FRACTION -STY.
OJOIST
2X6 2X8 2X10 2X12 2XI4 —� , - - — F
f/8. li/,�l 200ICBC I. MIN 6 2 --STRY
D/6 17/a" 21/
SECTION 2320.8.3 Mll
D/3 2 31, IT
GIRDER CONNECTION (LD V.v_w
BORED OR NOTCHED JOISTS WEEP SCREED INTERIOR FOOTING
S
UJ,4TER: HE,4TEfR BfR,4C EXISTING FNTG 16 NT 12 . ......... .
---- - ------
-
------
MODEL
NO
DRILLED
(DIAL)
Le
ALL-THRED
DIAL
PHD2-SDS3
lo..
PHD5-SDS3
:Y41"
10"
PHD6-SDS3
11.
101.
Mill
PHD8-SDS3
V.
101,
7/g
8
PPEPARED BY:
Aw I=
r> -T�_-_A Fi`f -T-
PH 714 8351 1585
FX 714 835 1428
2017 W. ALCO AVE.
SANTA ANA
CALIFORNIA 92703
A.ADRAFTINGOMSN.COM
REVISIONS
A
SITE.
OWNER:
JOSE CARRASCO
(714) 454 4363
JOB DESCRIPTION:
390 SO FT ADDITION
DRAWN: AL
CHECKED.-,-------,
DATE: ^ JUN-14-05
JOB NO:
SHEET NUMBER