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NOTE,
FIULDCIWN ANCHOR BOLT
METAL LATH STUD
SHALL
SMALL BE SECURED Its
PRIOR TO
C
718" STUCCO
FOUNDATION INSPECTION.
TO MATCH XISn+-T'G
OFgyp
2f�4 TUD J
15 FELT PAPE }rya
02—LAYERS
O.C.
5 j " ANCHOR E30LT 1/2" DRYWALL
7" INTO COLIC. 28" G.C. R--13 INSULATION
12" FROM ALL CORNERS
WB POST OR DAL STl1C1
CONCx 6EIxF6
WASHERS " X2" X 2` PLATE Wf JHI
M.B.
x
WEEP SCREED
Et
SIMPSON HOL WN
SEE SCHEDULE 3EL0JILL TOP OF
PLATSLAB
�F IF
$IMP�
PEC.FIN,GRADE
mWW.M.
Y
dra SANG} BASE W
4 6MIL VISQUEEN VAPOR
8" BARRIER
..
,•. d 2--#4 S C7GB RI"L7A
S ON HO VN SCHEDULE
A. SIMPSON HD2A 2— 5 8"" 0 ICB SSTB 1:6 A.B,
9 SIMPSON HOS 2- V4" 0 M.9 SSTB 20 A 8.
C SIMPSON HDBA 3-- 7/8" 0 ILS; SSTB 28 R.B.
D PAHD 42 16 -16d HAIL
MIN.
EXTERIOR SLAB FTG,
HOLDQWl`l 'DETAIL
5/8°"0 HOLE W/
5 8"0 PREDRILLED HOLE
IN FOOTING W
EXISTING
EPDXY GROUT CONC. SLAB
EPDXY GROUT.
WEI POST OR DBL STUD-
..
s�,{y� ; X gg�}
— 34 M. B,
2/7
h ,� - d
.._...._..,.,...... .1 y d A _ ."
d
..
d
SIMPSON HOLDO /8" 0 SIMPSON SE P T SILL TOP OF
4
HD2A EPDXY RUT P ATE SLAB
ov
5/8" 0 SIMPSON, SET
EXIST'G d 3 DOWELS
_NX 3'—O" DOWELS
EPDXY GROUT BOLT
FOOTING 0 24"O.C.
.a
EXISTING FOO 'G NEW FOOTIG
ICBO g#ER2579 CONT < . ° ,
4 a
INSPECTION REQ D a. ¢, a ,a.: � a
4 COa a .:'
CONC. PORCH LAB
EPDXY ANCHOR
.
4° $' °
5 DOWEL X36
1. ALL EPDXY ANCHORS SPECIFIED ON THE PLANS SHALL BE BY ONE
. . �.
R
1 #3 CONT.
OF THE FOLLOWING MANUFACTURES AND SHOULD BE INSTALLED PER THE
4a, a
a —
MANUFACTURER'S RECOM,�+IENDATIONS:
A. HILTI HIT C�-100 ADHESIVE ANCHOR
::.. es
2 ' A .. III I ►
-. ,::.
I iI I� I
,PDXY
LARR" 24919 ICBO' 4419
B. RAMSET `"EPC6N SYSTEM CERAMIC 6" EPDXY ANCHOR
I. I d
®
LARR" 24975 ICr3O";285 „
C. SIMPSPI4 STRdNG—TI,I ADHESIVE ANCHOR
12" MIN. �' d '
q4,.EPDXY—TIE
D. COVER RA8 ° ,d&R2GE l- PDXY SYSTEM
°
LARK" 25113, ICBO" 4846
2. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR
Al
IS REQUIRED FOR ALL EPDXY ANCHOR INSTALLATIONS.
4 CONT. TOP & BOTTOM
3. PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS.
SEE-21 AN
4. 2"x2`Rx3j16" PLATE WASHER SHALL BE USED ON EACH ANCHOR BOLT.
I
I ' T T�
DO WE LL DETAIL
6
X LEDGER
C LAGS 0
1 '� 4 EXISTING GARAGE FOOTING
WOOD
SIMPSONPOST
TOP PLATE 2,_0" MIN.
CB
FI` T PR VI G NAILING N. TO
ANEL LOGES EDUL
JL
U HANGER
2R'
`
DOUBLE T R POST
—CONCRETE31
SLAB
SLAB
FIN.GRADB
F 01 t, U.N.O.
#4 SMO DOWELS 024" O.C.,X 2'—O`r �
x D IN
Al iQ U.N.O.
.y
4
.A'..
O '.
SLAB
NOTES
4 '41
,
> SEE NOTES F}R . LOCATIONS
2. PROVID 3 5 DGE
1 min,
DISTANC� FR NAILS
,
{ CONCRETE .
PAD
2" IN.
QQ
FIELD NAI I F.N. 1 " FC?REPECIFIC SHEAR WALL CONDITIONS SEE
2--#4 CONT. T&S REBAR
NAILS SCHEDULE OR ELEVATIONS.
3
I E PLANS REBAR
EACH WAY
MIN -
it
{4�^q!( POST FOOTING
K
F�i...�4 CON E C�TIF TO C:.: A AGE
9
2
HEAR WALL C O" T UC;T�IO"
�
1 ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE DRAWING
AND SPECIFICATIONS,
2 DURING:THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL. BE
RESPONSIBLE FOR THE SAFETY OF THE BUILDING. THE CONTRACTOR
SHALL, PROVIDE ADEQUATE' SHORING, -BRACING AND GUYS IN
ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY
PROVISIONS. ANY DEVIATION MUST BE APPROVED PRIOR TO ERECTION.
3 DRAWINGS INDICATE GENERAL. AND TYPICAL DETAILS OF CONSTRUCTION.
WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF
SIMILARCHARACTER TO DETAILS SHOWN.
CONSTRUCTION SHALL BE USED SUB�IECT TO THE CONTRACTORS OBSERVATION.
4 ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN
ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT.
5 ALL INFORMATION SHOWN ON THE DRAWINGS RE'LATJ E TO EXISTING
CONDITIONS IS GIVEN AS THE BEST PRESENT KNOWLEDGE, BUT WITHOUT
GUARANTEE OF ACCURACY: WHERE ACTUAL CONDITIONS CONFLICT WITH
THE DRAWINGS, THEY SHALL. B REPORTED' TO THE PERTAINING PERSON
OR AGENCY SO THAT,
THEN PROPER REVISIONS MAY BE MADE. MODIFICATION OF DETAILS OF
CONSTRUCTION SHALL NOT BE MADE' WITHOUT WRITTEN APPROVAL.
o�Ess� N
Q`I` v�r Fy
I T TC THE CONTRACTDR
1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE—FOOT CLEAR AND UNOBSTRUCTED
ACESS TQ ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER, PULL —BOXES,
m
TRANSFORMERS, VAULTS, PUMPS, VALVES, ` METERS, APPURTENANCES, ETC. ) OR THE
a VAor
THE LOCATION OF THE HOOK ---UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN
FEET OF ANY POWER LINES —WHETHER NOT THE LINES ARE: LOCATED ON THE PROPER
.
�
FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND /OR ADDITIONAL
crnL
EXPENSES.
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s�q L1L4
•
eMr
a ,r
g LONG
" . 1Cl.re t�V1 �k� METAL
�ypi �,t rT&80F
�1tR!"pC�3—X PC�.YV,^t��t}Qt3
tYrBI#,..::Jd 0 6•41-.14
CDX„ TIES (9 16" O,C.`
OOO°.0 AFTER
RESIDENCE
(, PLYW'p.
0 2
4
5-16d RAFTER TO
47
.. JOIST E.N. NAIL
U HANGER 2X8
SIMPSON
a
a a
16dGNAIL @
8" O.C.
R-30 INSUL.
A-35 FRAMING ANCHOR
a 16,> O.C. -- 2X4 DBL,
t
4rr
2X C.J. 0 2 O.C. TOP PLATES
1 /2" DRYWALL----)M AL LATH
R-- 13 INSUL 7%/8" STUCCO
E) ROOF
TO LATCH EXIST'G
REST E
ROOF SHEATHIN 2--LAYERS OF
# 1,5 FELT PAPER
y
1/2'
CDX
cn
r STUD
PL
2X
LEDGER W/
7/8„ PLASTER
U HANGER 16d NAIL @
A35 0 EACH STUD
SIMPSON 8" O.C.
ROOF SHEATHING
5/8, TYPE7 (E) 2X4 WALL
PLYWOOD SHEATHING SHALL SE MINIMUM OF 1 /2" THICK AND
DRY WALL. (E)
HAVE A PANEL INDEX OF 32/16 AND SHALL BE U.S. PRODUCTS STD.
2X RIPPED
PSI-83 APPARATED STRUCTURAL It EXPOSED I
RAFTER
EA E DETAIL
L_Ci V L is PARAPET #iI L_ i DETAIL
---BEAM SEE PLAN
-BEAM SEE PLAN
SPLICE WHERE OCCUR
8d s.N.
SIMPSO A35 24'ro
1/2" PLYWOOD co
o
0
SIMPSON ECC COL. CA
EAVE WALL ABOVE
2x12 2 R.R. 2x12 # 2 R.R.
1/2
T
16 o.c. 2 X 4 DOUBLE FLAT < S�� I)ME �' 18'>tx.c«
�,�} y
CPDX 2X
SIMPSON CC COL. CAP
R,R« (E ROOF
WD COL, SEE PLAN
4'S 0 16'rOG
BEAM SEE PLAN
rx
W/ 1 d 0 6 o.c.
} RESIDENCE
---BEAM SEE PLAN
SPLICE WHERE OCCUR
U IIA GER
SIMPSON
i
X 2X 12ci `
LEDGER W/
i
2x— 2 C.J. 16"o.c X-- 16"o.c,
2 # 2 J.
LEDGER W/ 3/8- iJ 16d NAIL
e i • s
SEE PLANS
SIMPSON A35 @ 24" oc AT S.W. SEE PLANS
8 O.C.
X 5" LAG BOLTS "
SIMPSON A35 0 12 oc AT S.W.
STAGER TI 16
SIMPSON EPC COL, CAP
2 X 4 DOUBLE PATE
E
STUD T& TOPPLATESEE
S.W
"o,ca �``I
I[—SIMPSON PC POST CAP
2x4 STUD 1 SCHEDULE
WD POST SEE PLAN
3x4 ONLY AT EDGE
MEMBERS AT S.W.
1
BEAM TO PO T CONNECTIOEAR
f
S X Y i i J✓ Lam.. t i i 6,^,. .'
A.J
. 4 \' ,.CONNECTION, :, E,a.�, T
' HIP BEAM
SEE PLANS
2X FULL WIDTH
1 /2" CDX PLY
NAILER W/ 2-16d
SHT'G SEE PLAN
NAIL EA. RAFTER
RIDGE BEAM BEAM
HIP BEAM
2X R.R. @ 16"' O.C. �
4X6 STRUT
Q b
a
HCP4---- °SIMP
qc::]]
SON
q {� .y
° HRC SIMPSON
�-
o
(E)2X C.J.
MST 48
4x4 POST
W/BC AT TOP
SHEAR WALL SEE SCHULEDE
2x 1
HIP
1 /2" LAG „ E) ROOF
MST 48
CJ. SEE SEE M SEE
1 /2" SCREW X5
CDX LONG 12 RE51 E
DETAIL
PLAN 1 t1D FOR PLAN
HCP
PL D:� O.C.
IMF.
SIMPSON
4X4 POST
U HANGER 2X
<
I
SIMPSON LEDGER W/
16d NAIL
" O.C.
ROOFDETAILS
�/��\�12�
\�CONNECTION
� DETAIL
anOO,r-R
NAILING CHEDUL
I�2X4
, ;� +P
JOIST TO SILL OR GIRDER, TOENAIL,_._,_,__ ...........«, ......_3-8d
IX& f&C W
BRIDGING TO JOUST, TUEN41L EACH END . , ,. „.......................... ; , .. .....:w....2-8c
JOIST TO BLOCKING,, END NAIL.... .,< ,<..., ....,«.......... ....«.t«,<,.,,16d TOP & BOTT,
�'I' F
R114 JOIST TO JOISTS, END NAIL 16d TOP & BOTT,
FLOOR JOIST LAP @ BEARING, FACE NAIL ....., ...., ..,... <..,. w . ,., ....<.,,. 2-16d
SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 16d @ 16' O,C.
....«r,
STUD TO: TOP PLATE, END NAIL 2-16d
STUD TO, SOLE PLATEt,,..a., 4 8d TOENAIL OR 2 16d END !NAIL
2X..,FA� IA
2X,.. .
C C'AN? )
DOUBLE STUDS, FACE NAIL_ . ......... .... .. . . .». ,... , , . , :..... ,,,.,,, 16d @ 24, MC,
2X �<� 2X K'G 06 ` hWA
DOUBLE TOP PLATES, FACE MAIL ..«, w„...... .< ..... „<,„,w,.. 16d @ 24' O,C.
TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d
CEILING JOISTS TO PLATE TONAIL..................... „ ,. « . ,..... 3-8d
CEILING JOISTS , LAP OVER PARTITIONS, FACE NAIL..,, _ , . « , ,,,., .,. 3-16d
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL,-__-._ ..... 3-16d
m
A��vl&"
(3,C, Tp C,J. NAI4 v�
RAFTER TO PLATE, TOENAIL........_.- ............v................wx,u.,....„,..e.,w,., ..t,.,,• . 3-8d
RAFTER TO RIDGE_,- « .... , „«v,, ,« . ,.,.,. ... t..t.w...........:.... .... .. . a 2--16d
RAFTER TIES, 2x LUMBER, FACE NAIL ................. w.,..ta.,....w.,<„.... w,.,,., 3-16d
RAFTER TIES, ix LUMBER, FACE NAIL.,,.,.,,,.,w,.,.,..w:..,,,. , „w..... .......:. 5-8d
PLYWOOD SHE,
BUILT-UP CORNER STUDS < 16 @ 24' O,C,
POST TO VIER PADr TOENAIL w<,.,. w..,.,. 3--16d
2X SOLID 2X FLAT $.X RAFTER
GIRDER TO POST TOENAIL 3-16d
BLOCKING "SEE PLAIN
24
, ., „. .., ,,. „ ,.. « : w.,a. > , .,,, ., , w, . , .... ww .............
2x PLANKS ..... 2-16d
NOTES
?.C.«..««.
FESSi01uq�
�
1 COMMON OR BOX NAILS MAY BE USED,
0 v'
2 SCHEDULE BASED ON DOUGLAS FIR -LARCH FRAMING,
� �
3 TABLE BASED ON USC TABLE 25-Q AND L.A. CITY TYPE V SHEET,
CLIP
CLIP
" i 1�79
4 THESE CONNECTIONS ARE MINIMUM CONDITIONS AND MAY BE
SUPERSEDED BY MORE SPECIFIC DETAILS AS INDICATED ON THESE
TYP.
� 12" �
PLANS,
5 DIAPHRAGM SHEATHING NAILS OR OTHER APPROVED SHEATHING
2-2X TOP P' E
� XP•
w
CONNECTORS SHALL BE DRIVEN SOTHET THEIRHEAD OR CROWNCi
IS FLUSH WITH THE SURFACE OF THE SHEATHING.
CONT. 2X STUDS
7-E_0F cPL�F
@ 16 O,C.
RAKE DETAIL. CABLE END
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