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IA4 L
- _ - T_
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T -O' MIM.
LAP 5F%JCZ5
REINFORCEMENT LAI' SPLICES IN INCHES
0 PA
4
s
6
1
3/4"•
W
10
N
I "1
-i"
2.
Wr!S AND DETAILS ON VRAM I PIN TAKE FMC. W '1.' WAR
6�
NON -SLIP BROOM AT EXTERIOR AREAS OR AS
i
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IA4 L
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LAP 5F%JCZ5
REINFORCEMENT LAI' SPLICES IN INCHES
&W so
4
s
6
1
3/4"•
W
10
N
I "1
-i"
2.
Wr!S AND DETAILS ON VRAM I PIN TAKE FMC. W '1.' WAR
6�
NON -SLIP BROOM AT EXTERIOR AREAS OR AS
i5illD
OVER THEM NOTES.
00LOT
�
�
VERIP°Y ALL DIMENSIONS AND SITE CONDITIONS
MASONRY
F=a
ft Psl
40
60
60
60160160
ANY D I SCREPAINGY .
1.
60160
60
Y
GLM
sow
12
12
11
21
21
31
46
61
10
46
TOP am*
A
M
OF DAMA6E , REPAIR OR REPLACE DAMAGED Y40RK AT
12
IS
M
26
35
44
56
60
BOTTOM SAM
CIA"
9.
1522
21
95
46
65
80
101
124
TOP BANS
B
3DOO
12
16
20
25
34
45
57
115
66
BOTTOM BAIL
CLAIM
JDOO
M
24
36
46
65
82
104
132
*9
TDP 5NM
G
14
20
26
35
45
54
74
45
116
BOTTOM SAM
1. M i+KL ROWMINS 5WiiL W CUM W Ai MR Tion btft
BUT NO LESS THAN 40 DIAMETERS.
1 HORIZONTAL MALL NEWORGIN6 SOLL It CLAW '0' A6 FOR BOTTOM SAM
014 NO LM 11W140 DUMlT!!M WAiM L*&
nu
SIZE
EMBEDMENT
1/200
4"
5/600
4"
3/4"•
W
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6"
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F / _ _ _
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d = BAR OVOLFM
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0=10dFM444I6
HOOKS AIR*? IENDS
69 of
SW WW. AT JONR -�
-x x x
i'-'
sw
NOTE
49 Y WOO
low GK. Sm dN OVAM
T SLAM INICAO!0M
_X_X x
T-
11-r
smorjwr0 w CAMsmaNava
15P-0' - 20'-01 OA `r
MAX T f rv%XN M
- x x x x x x x x
DO NOT M r11E MOLOV
STRIPS TO FORM
Wiew M.&A .mil!
1 1
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opWA
2
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FOOTW AW MILL rIlvIM Or
TNEWA (714NCF4 FWM = MR SAM
+ 1'4' MWJ PLACE Fal MFM
P{oOTlt'le IS R AOW
Norm,
FOR MM MM TIMW X01 M M 00TTMl OF FOOTIIIA Thal MAY N
ewciarlum ymcoMT�o�.Le '. GOM"GTm MLL
G.1.5LE"2i
0'YI'r.11*4
NO rlr!!M AL6Aw
IN THIS FOR"
Of Ta0RI1N}
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FT& 50 THAT WK
FILL VM NOT
MAW W-0
1 .
MATERIAL AND WRKMANSH I P : CONFORM TO 14141 UN I FOW
1 .
STRENGTH, 2000 P . S . I . AT 26 DAYS
BU I 1.D I 1N6 GODL / 1 41416 GAL I PORN I A BU I LP I NO CO'DL'
J
w
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0
2.
SLAB FI N I SM : FIN I NTLRI OR h105k9 j
2.
Wr!S AND DETAILS ON VRAM I PIN TAKE FMC. W '1.' WAR
0
NON -SLIP BROOM AT EXTERIOR AREAS OR AS
c0
n
OVER THEM NOTES.
00LOT
PI BY LANDSCAPE AMRC+4 I "I" =6T
5.
VERIP°Y ALL DIMENSIONS AND SITE CONDITIONS
MASONRY
F=a
r
BEFORE START I N6 WRIC . NOT I 10Y ARCH I'TECT OP'
a�
z
ANY D I SCREPAINGY .
1.
GONiCRC'f"L BLOCK: ASTM 0-a10, iRAVE N UN 179.
LM
`vLM
Y
GM CRANI N65 F -OR TY!°L, SI2Z, AiNO vv_
4.
LOCATE ALL EXI ST I NO UTILITIES, Yr OR NOT
SHOM HE MON AND PTECT THEM FROM DAMA6E
2.
MORTAR 1 ASTM 6-210
,
T1-ROU6HOUT CONSTRUCTION PERIOD. IN THE EVENT
U
M
OF DAMA6E , REPAIR OR REPLACE DAMAGED Y40RK AT
Cie)
NO EXPENSE TO Oft.
1 PART P+ORTLAW C&AMT
9.
DLS I ON, APEQUACY , AND SArEPTY OF EMGT I ON
S PARTS SAND
BRAG I N6, SHOR I Nd, TEMPORARY SUPPOR1 51 ETG . ,
2 PARTS PEA GRAVEL
IS THE SOLE PONS 18 I L I TY OF THE CONTRACTOR,
AATLOR SUFF` I G I ENT TO ALLON! 6ROUT TO
AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT.
FLOM INTO ALL JOINITS.
EMPLOY ALL MEASURES NECESSARY TO MAINTAIN THE!
STAB I L I TY OF THE 511L4TUR E THROUGHWT
4.
OL.LAN! WWARMTE SURFACE'S OF ALL LAI TAWAR
C ONSTRUGT I ON P€Si lap.
PTR I OR TO SETT I N6 .
'9.
MAINTAIN VERTICAL ALIGNMENT OF CELLS AS
SOILS / EART44ORK
REQUIRED TO PROVIDE A M I N I MUM UNOBSTRUCTED
cow 015 5" XJ" . S.
1 .
ASSUMED SOIL BEARI NS PR (513P) 3 lo
PSF . IF A REPORT OF A SOILS I NVMT I SAT I ON
0.
611111OUT SOI. IV ALL C45 I
IS AVAILABLE, ITS .SBP SUPEIRSEDLs
THE ASSUMED 5151'. MAINTAIN ANY SUCH REPORYI AT
LUMBER
THE PROJECT 5I TE, AND COMPLY W I TH I TS
REQU I REMENTS . I F NO REPORT
1.
LUMBER: DOUSLAS FIR / LARCH OF T1e FOLLONtI NID
OF A SOILS I NVE-5T I 6AT I ON IS
6RAVMUNLE55 NOTED OTHORWI SE . IWAXI bd I
AVAILABLE, OBTAIN VERIFICATION OF THE
MOISTURE CONTENT: 16
COMPETENCY OF THE SUPPORTING FOUNDATION .BOIL:`
FROM A REGISTERED CIVIL OR 6EOTECHNICAL
REPETITIVE USE MEMBERS
E=NG I NEER APPROVED BY A6ENCY HAV I NO
JO I ST'S AND RAFTEM NO. 1
JURI501CTION 01/ER THE PROJECT PRIOR TO
FOUNDATION ExGAVAT I ON.
S I �-L USE 1"E�"�
BEAM 1N0. 1
2.
DESIGN IS 9rA5ED ON THE F IL.L.ONI NS VALUE'S
MISCELLANEOUS LUMBER
A"OKABLE BEAR I NO PRESSURE 1 , 000 PSF
BLOCK I N6, P9JRR I NG, Mo. NO. 2
DECrK I N6 AND SMI !ATM I 1NO
5.
F I L.L : CLEAN, NON -EXPANSIVE MATERIAL FREE OF
ZX, SX, 4X
ORGAN 105; PLACE UNDER GONTROLLEP C♦ WALT I ON
UNLESS NOTED OTHORIN I 5M.
2.
WMPL.Y NI TH SRAD I NO AND PRESS I NO RUI 016
OF THE MST COAST L.UMBENW-110N' S ASSOC I AT I ON .
4.
EXCAVATE TO FIRM, UNDISTURBED NATURAL SOIL
FOR FOOT I N65 , OR IN ENS I NEERED COMPACTED FILL
S.
USE PRESSURE I REATED DOUGLAS FIR AT ALL
I P SUCH FILL I S DLL'TE.RM I NLD TO Be Rim I RED.
LOCAT I ONS BEAR I N6 ON CONCAETIE OR lop
LESS THAN 4'-0" ABOVE GRADE.
S.
D I RECT ROOMS AND AREA RUNOFF AND AREA ORA I NAS
AWAY FROM BU I LP I NO I N ALL D I REGT I ONS,.
4 .
STRUCTURAL PLYY�IOOD : P . S . 1-'14 .
S.
DO NOT CUT STRUCTURAL FOR PI PM,
115 I WORD I Nb STEEL.
IN-ESd I NP I CATE0 OR WMP OTHMMIM.
1.
GOMF'L.Y WITH ASTM A615, Iff-RADLS AS FOLLOAS =
6.
INSTALL 2X SOLID BLOCK I N6 B JO I STS OR
RAFTERS AT ALL SUPPORTS.
*5 AND SMALLER ASTM &RRADE 40
06 AND LARS M! ASTM 6RADL 60
1.
BORE -HOLES FOR BOLTS 1/52" TO 1/16' LAJ�
THAN NOM I MAL SOLT D I AMTE t .
UNLL5*S' NOTED CTT'HEM Ift.
8.
PMROV I DE ALL BOLTS BEAR I N6 ON WOOD WITH
2.
USE LOW HYDROGEN HELD I N6 RODS FOR ALL NLD I ND
- 4,15"ERS UNDER HEAD AND/OR NUT.
OF RE I Ni=ORG I hIS BARS.
•1.
MET I 6HTEN ALL BOLT'S PRIOR TO APPL I C.ATI iii OF
5.
LAP SPLICES AT CONTINUOUS BARS, 'TYPICAL WALL
5HEATHINO
REINFORCIN6, AND VERTICAL COLUMN REINFORCINO:
40 BAR DIAMETERS OR 2411, AHI WIEVER I5 GREATER,
10.
USE SIMPSON "CG", "Gd", OR "BG HALF BASE"
MINIMUM LAP IN MASONRY, AND
GOMNNECTOR5 AT BA5E5 AND CAMS OF ALL 1'O°STS
50 BAR DIAMETERS OR 16", AHI 04EVIER IS GREATER,
UNLESS INDICATED OTS!ISM.
MINIMUM LAP I N GOINGRETE .
1 1 .
C.ONNMTI N6 MlL, .IO I ST TIL'
4.
SPL I GE RE I NFORC I NS ONLY AS SHONN OR NOTCD .
STRAPS, E`TC .: 5 I MPSON " 5'TRONO-TIL"
OBTAIN ARCH I TELT ' 5 APPROVAL Phi I OR TO MAK I N&
I ND I GATED OR iNOTEO OTT -CMI 5E .
5PLIGES AT OTHER LOCATIONS.
S.
SPLIGE5 IN ADJACENT HOMRIZONTAL WALL
NAILINS
RE I NFORG I PIS BARB: 4'-0" MINIMUM UNLESS NOTA
O-�� 15E .
1.
NA I L I N6 L I STUD BL'1..OM1 IS AI'M■L I GABLE' THROUOHOUT
PW)JEOT UNLE55 INDICATED OR NOTED OT ISE.
0.
PROV I DL P00111.S IN M" SOOT I N66 ANWOR GRADE BEAMS
THE SAME SIZE AND NUMBER AS VERTICAL WALL OR
2.
NAILS: BOX OR COMMON WIRE NAILS; USE COMMON
COLUMN REINFORCING, WITH MINIMUM PROJECTION
WIRE NAILS WHERE NAILINd IS SHO N1 IN
EQUAL TO STANDARD LAP 5PL.IGE UNLE55 NOTED
CONNWTION DETAILS.
OTHERW I SE. SET DOWELS TO AL I 6N PROPERLY P4I TH
COIRFEESPONP I No GORES IN WALLS.
5.
NA I L I NO SG+CDULE
1.
SECURE ALL RE I NFORC I NO, ANCHOR BOLTS, AND
JO I STS OR RAFTERS AT ALL
OTHER INSERTS IN PLACE PRIOR TO PLAG I Nib
BEAR I NA I LS EAC+4 S I DC B - bd
CONCRETE OR 64WUTINO MASONRY.
BLOCK I NO JO I':iT'! OR
• .
PROV I DL TINE FVLLOV4 I NO M I N I MUM CA-EARANCAS
RAFTERS:
BETWEEN REINFORGIN6 STEEL AND ADJACENT
TO JOISTS OR RAFTERS,
MATERIAL:
TOL NAILS EACH 51 Off, EACH BVD 2 - IOd
.
TO JOIST OR RAFTER BEAR I NGS.
BE=LOW 6RADE (UNFORMED) 5" CLEAR
TOE NAILS EACH SIDE 2 - 1 Od
BELOW GRADE (FORMED) 2" CLEAR
"
I VL BLOCK I NO
YrAL.Ls 1 'ARRAFTER
TO BLOCK AND BLOCK
4.
OBTAIN ARCHITECT'S APPROVAL PRIOR TO
TO CONTINUOUS NAILER 2 - 16d
END I N6 4*S OR LARD RE I NFOIRG I N-0 BARS.
PLS NA I L I NS "'TAILS
10.
PRO'V I DE M I N I MUM SLAB RE I NFORGLMENT AS SHONNI .
AND/OR 5C+*WULE!
-1'ATH I N6 ( EA BOARD, LA MAP'2 - 16d
1 1.
MALL RE I NFOWw I Nd : 04 V0R'T I CAL AT 2'-b" O o ANP
#4 HORIZONTAL AT 2'-8" OG TYPICAL. UNO.
I
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6779 Treeline Plod • P.O. Bac 1066 909 948-8777
Rancho Cuconwngo, CA 91701 FAX 909 948-8677
2923
LANDSCAPE
ARCHITECTURE
SITE PLANNING
101530 Town Center Or.. suit. 124
Rancho Cucamonga. CA 91730
(9091 484-2800
Fax (909)484-2909
.• ''� Richard KwmwiaN
CA Lia. #2834nz Lic. # 29191
1s
W Lie. # 446
'�.. •,. TX. Lic. *1884
•
CA
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AREHITIRRA'
DESIGN
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LANDSCAPE
ARCHITECTURE
SITE PLANNING
101530 Town Center Or.. suit. 124
Rancho Cucamonga. CA 91730
(9091 484-2800
Fax (909)484-2909
.• ''� Richard KwmwiaN
CA Lia. #2834nz Lic. # 29191
1s
W Lie. # 446
'�.. •,. TX. Lic. *1884
•
CD
CA
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