HomeMy WebLinkAbout10149515.pdfNOT, E IS
ALL LUMBER USED DOUGLAS FIR COMMERCIAL GRADE FOR ALL POSTS AND
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O
6x AND LARGER BEAMS AN:, COMMERCIAL GRADE #2 FUR ALL
I INSPECTION BUREAU.
i J.
8.- MINIMUM GRADES FOR STRUCTURAL LUMBER SHALL BE AS FOLLOWS;
ROOF P. FLOUR BEAMS,
ROOF & FLOOR 2
EXTERIOR WALL STUD&
f ESS THAN '0 FEET IN HEIGHT --STUD LP No3
GREATER THAN 10 FEET 2
INTERIOR PARTITION STUD T P -CTION
i OR COINS� U
BLOCKING OR BRIDGING -----______ UTT1TTY
POSTS & 2
UNENCLOSED OR PROJECTING ROOF -CEILING OR FLOOR -CEILING ASSEMBLIES WHICH CONTAIN
CONCEALED SPACE SHAD CEILING PROTECTED ON THE EXPOSED SURFACE WITH
L. HAVE THE PROTECTED - ?_ � z
S'- ALL SOLE PLATES AND WOOD THAT IS LESS THAN 1 1/2 INCHES CLEAR
FROM MASONRY OR CCJNCRE:TE SHALL BE PRESSURE TREATED DOUGLAS FIR,
DWELLING UNIT INP NS�q"E�, MOTEL OR tE N G TH -C
't d' I t" , �,�HALL BE PROVIDED
'��W rp
- WALL O�OM
4, U ION SHAL RM
RUCTION
REQUIRED FOR
rv, NNEONANICAL PLANS
ns must be ktVV on the job
to n*ke arq Changes Of
w e it � en i"
, 4 x'Jumission from the
nd specificattions UALL NOT
roval of the vioWon of any
jwe or State Law$
�NTA ANA
AJC�rt
4
t'
0 4J Z
13 3
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iar
1,- CONCRETE STRENGTH SHALL BE MIN, 8500 PST- IN 28 DAY,
2,- REINFORCING STEEL SHALL BE MIN, ASTM, A615 GRADE 40,
3,- NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH 4, PERSON IS
REQUIRED TO DESCEND SHALL BE MADE WITHOUT PROPER PERMITS,
4,- THE MINIMUM BOLTING FOR SILL PLATES 1-0 FOUNDATION (UNLESS OTHERWISE NOTED)
SHALL BE AS FOLLOWS1
USE 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINEMBEDMENT IN CONCRETE
SPACING NO GREATER THAN 4 FEET D,C. NOR FURTHER 12 INCHES FROM
CORNERS (MINIMUM TWO BOLTS PER PIECE,)
5,- SEE: FOUNDATION PLAN/SHEAR WALL SCHEDULE TO DETERMINE FURTHER BOLTING
REQUIREMENTS,
G.- FOR ADDITIONS, ALTERATIONS AND MINOR STRUCTURES THE FOLLOWING FOUNDATION
DESIGN CRITERIA MAY BE USED WHERE A SOILS INVESTIGATION IS NO T ON FILE,
SHOW ON THE PLANS. I- STORY FOOTINGS
a) 1- STORY FOOTINGS EXTERIOR FOOTINGS 24 INCHES DEEP
INTERIOR FOOTING 18 INCHES DEEP.
I- NO, 5 BAR TOP AND BOTTOM IN CONTINUOUS FOOTINGS,
b) LIVING AREA FLOOR SLAPS 4 INCHES THICK, #3 Q118' D,r, E,W, AT MID HEIGHT
No, 3 DOWELS FROM FOOTING TO SLAB A' 36 INCHES ON CENTER, 4 INCH GRAVEL
OR SAND SASE, 6 MIL MOISTURE BARRIER PLUS I INCH OF SAND,
c) PRE-SOAKING OF LIVING AREA AND GARAGE SLAB SOILS SOAK TO 24 INCHES DEPTH
TO 5X ABOVE OPTIMUM MOISTURE CONTENT,
NOTE Si
1) THESE DESIGN REQUIREMENTS APE BASED ON SOIL CONDITIONS ALONE AND SHOULD
CONSIDERED A STRUCTURAL DESIGN,
2)ALL SPECIFIED DESIGN PARAMETERS MUST BE COMPLIED WITH IN LIEU OF AN
APPROVED 'LOT SPECIFIC FOUNDATION INVESTIGATION,
1 .1
7,- BOLT FOUNDATION PLATES AND SILLS
LS TO THE FOUNDATIONS W17'H 5/8� BOLTS WITH
PLATE WASHERS A MINIMUM OF 2 INCH BY 2 INCH BY 3/16 INCH THICK, BOLTS SHALL
BE SPACED NOT MORE THAN 6'-OAPART, THERE SHALL BE A MINIMUM OF 2 BOLTS
I
PER PIECE. ONE BOLT 'LOCATED NOT LESS THAN 12 INCHES FROM ENDS, EMBED BOLTS
AT LEAST 7o INTO REINFORCED MASONRY OR CONRCRETE,
L- ALL WORK SHAL BE DONE IN ACCORDANCE WITH THE P001 CALIFORNIA BUILDIfNIG,
PLUMBING, MECHANICAL AND ELECTRICAL CODES, AND LOCAL ORDINANCES,
8,- WORKING DIMENSIONS SHALL NOT BE SCALED FROM DRAWING,
3,- ITEMS IDENTIFIED By TRADE NAMES MAY BE SUBSTITUTED BY APPROV''D EQUAL&
4,- EXISTING STRUCTURES SHALL BE REVIEWED FOR DIMENSIONAL AND STRUCTURAL
CONFIRMANCE WITH THE PLANS BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION
5,- MAJOR DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER/ENGINEER,
8,- CONTRACTOR SHALL PROVIDE PROPER BRACING AND/OR SHORING TO THE EXISTHNG
STRUCTURE: WHI11CH MAY BE REQUIRED DURING CONSTRUCTION,
7,- R'OOF COVERINGS SHALL HAVE A. MINIMUM CLASS A RATING AS DEFINED IN THE
UNIFORM BUILDING CODE,(U,S,C,)
S,- EAVE-TYPE ATTIC VENTILATOR ARE PROHIBITED.
9.- THE SPACE BETWEEN RAFTERS AT EXTERIOR WALLS SHALL BE SOLIDLY FITTED WIT H
TIGHT -FIT TNG WOOD BLOCKS AT LEAST ONE AND ONE-HALF INCHES (1-1/21) THICK,
10,- THE OUTSIDE OF ALL EXTERIOR �,IALLS SHALL BE COVERED WITH MATERIALS WHICH AP7-
APPROVED FOR EXTERIOR LOCATIONS AND LISTED AS ONE (1) HOUR F'IRE RESISTIVE
CONSTRUCTION AS DEFINED IN THE UNIFORM BUILDING CODE, ALL EXTERIOR 1,106PS mn�c
OF WOOD OR WOOD PORTIONS SHALL BE SOLID CORE WOOD,
I',- ALL WINDOWS, SLIDING GLASS DOORS, OR GLASS INSERTS IN DOORS SHALL BE CONSTRtJ-11"E-1-D
OF APPROVED DUAL -PANE GLASS,
12.- EXPOSED PIPING, EXCEPT FOR PLUMBING VENTS ABOVE THE ROOF, SHALL BE
NONCOMBUSTIBLE AS DEFINED IN,, THE UNIFORM BUILDING CODE,
13,- A MINIMUM OF TWO (2) THREE-QUARTER INCH (S/4") FAUCETS WITH HOSE CONNECI'IONS,
EACH SERVED BY THREE-QUARTER INCH (3/4') WATERLINE AND INSTALLED PRIOR TO ANY
PRESSURE -REDUCING DEVICE, SHALL BE AVAILABLE PER STRUCTURE SEPARATED BY AT
LEAST ONE-THIRD (1/3) OF THE PERIMETER OF THE STRUCTURE. SUCH FAUCETS SHOUL'O
BE ON T HE SIDE(S) OF A STRUCTURE FACING FIRE HAZARDOUS AREAS WHENEVER POSSIBLE,
14,- MATERIALS APPROVED FOR ONE (1)HOUR CONSTRUCTION,
15,- WITH SMOKE DETECTORS COMPLYING WITH SEC, 310,9,1
ARCHITECTUIRLAL STRUCTURAL
ACCEHIIFFEUE)' FOR CO",AOMPIUCTION
Egtumr) FOR
It WFC21'ARHCAL FLANS
Teuis w'ut p"Ians be kqpt on the job
ai t'fi dc,'nos Is io ni,,ake any rhangess or
(an sanie vifthout wriflon Permission from tho
City of Santa Ana.
The acceptance of this plan and specifications SHALL NOT
be held to permit nor be an approval of Me violaiion of any
provisions of ANY It Ordinance or State Law.
Accepted By
tec7TYOF SANTA A
PERMrrTYPE: (!�C'__�ECT PLBG
MECOH GRADING
OCC, GRSUP __A3___
CONSTR.
CODE
FLOOD
FLOOD ZONE CERTIF REO'D YE:ES ('i-0
MICROFILM Yi�s
'S
RADIANT BARRIER @ R ENO
RESIDENTIAL DEV FEE YES C16
SCHOOL DISTRIC;r Y, S /9—Q
Ul_ .01
41'alie6als w r"I'atzn pxis�ukg
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t
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T Aq I
VAR'� A
at
n 9, L 4wowN,
ns did 08611t,'C'"
4, is unlavitul I 90t 0191" *
ILVI mar) a,"
u hout wd'
C ; iti
anta Anat,
The geeptance 41 this Plan and
nor be ail aPI
be held to Pefin CPmll n;tu nrde
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1601 @ 16, olc. MAX,
4'-4' MIN, LAP
NAILS PER SPLTCZ
2- l6d END NAILS—
lX6 DIAG, LET -IN PRACE
EA, CORNER 25' MAX,
"IFWALL IS SHEATHED, ITT
OMIT IX6 DIMAG, !?RACE)
t ----------
S P L Ct- 0 V E R S U D
FIRE BLOCKING AT CEILING
HEADER- SEE FRAMING PLAN
16
LINE AND NOT 0 EXCEED \\,L—PROVTDF* SUMPSON A34 FOR 2X4
O'C' STUDS AND A35 FOR 2X6 STUDS,
EACH SIDE
TDE
2X STUDS e 16" OZ, 2X STUD & TRIMMER,
MIN, @ JAMES
FOP NAILING SEE GENERAL NOTES
5/8' DIA, X 10� Lf.1 ANCHOR
BOLTS @ 4'-0' ru,C, MAX,
aMr fb. lf � { i � i t
T=—�KING STU�D TRIMMER- i
2X P,T,D,F, SILL, Uf*,O_77--- <DPL, UNDER OPENINGS
GREATER THAN 6'-0')
U,N,O,
1/2a MIN, & 9' MAX,
FROM SILL END
Type0
w OD s Tu D L#L At.l4/j !t t
il,
NOTCHES MIN, 2' 0 MAX,
6,-0, O'C' WlBORED HOLE
T
5-1/P' MAX", 1'-0' MIN, 1-0, mlN. �,,
cl 1-1/2' X 16 GA, STRAP W/ 8-16 COMMON ;NAILS EA,
e EA, PLATE
Xj
NOT, CHES MIN, ./4' 0 MAX,
BORED HOLE-
CK'
3-1/P21' MAX. 10'_ MIN, 10' MIN,
1-1/21, X 16 GA, STRAP W/ 6-16 6 COMMON NAILS EA, END
@ EA, PLATE
F)BI Top P1 ATE/ Sli IL_ PLA-lr-- 112
L I L_
STRAP PER PLAN W/
FULL LENGTH NAILS
4'-0' MIN, PLATES
I r—
-i DOUBLE TOP PLATES
i
DOUBLE TOP PLATrS
4'-0' MINI PLATES
DOUBLE TOP PLATES
I YP. 8 - 16d E4_ SIDE OF
TOP PLATE SPLIH UUN.O,
ON FRAMING PLAN,
11
0`lw0(,.)vR FLA'
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PYWOOD SHT'G,
NAIIL W/86 12 6', 12# 0,C
COF MATCH WITH EXISTING
0 N A.
SCALE" 'L14'=lJ.'--rlY1
(N)2x RIDGE
PER PLAN
NEW ROOF 1/2' CDX PYWOOD SHTG,
PANEL INDEX 3-2/16, NAIL W186 @ G', 12' O,C,
ASPHALT SHINGLE ROOF MATCH WITH EXISTING
R- 13 iNSULAT I
kftlk,t mrlmI 'In", nvi innn
(N)2x RR,
PER PLAN
... R-30 WALL INSULATION
TYP,
2xlpl CJ
\—R- 13 INSULATION O'c")
1/2� DRYWALL
TYP,
(N) FAMILY ROOM
(N)14'x24'
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SLAB/FOUNDATION
DEIGNED FOR
MONOLITHIC POUR,
CONTACT ENGINEER
FOR TWO POUR
SYSTEM,
ts
GA WEEP SCREEED
3
.. &. STUCCO
FINISH .TYP.)----�
FINISH GRADE
OR NATURAL
GRADE;
WHICHEVER
IS LOWER w.. E•N-
f
1 � hr f S `
W
T-{
E.N.
2X STUD WALL W/ 4>ALL
SHEATHING PER PLAN
5/8' X 10" LG, ANCHOR BOLTS
W/2x2x8/16" PLATE WA.SEHRS
FOR 5/80 A. B's: @ 48' C.C,
i MAX, FROM CORNERS '• c CnR E S G
SPLICES, U.N,O, (MIN, 2 EA, PIECE)
2X P,T«D,F, SILL PLATE
SEE FOUNDATION PLAN
FOR SLAB SP_CIFrCATTON
SAND B-En
( { \\
L ---#3x24' LONG (2 18'
Fir I wl_ - 15,
12` 1-STORY #4 CE NT•
is, 2-STOPY' TOP & DOT.
RF, SHT'G
'A34'
FOR MORE TNFOI
SEE ROOF FLAN
TAIL
OUTLINE OF
EX T ERIOR WALL'
EDGE OF
ROOF OVERHANG
2 X R/R @ CALIF,
F'R4,M1 G
2X RIDGE BM, Wlf
2-16dTOE NAILS
TYr, EA, BASE & EA, SIDE
Cr )2x4 STUDS
16" O•C,
(E)Ex DF
PT SILL
N) FOOTING . -
C LSO , ..�
#4 DOWEL --/
@24' E,C,x 2'-6' LG
D � . i L�
-5/8 DTA, A,B's, @ 48' O,C,
OR SHEAR WALL SCHEDULE
z f
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NEW I EXISTNG
1/2, C-DX PL l WOOD SHTu
W13a 26,1200 }P, ? 32f16—
771,
w_
SEA` PLAN
s t
A. 35 C- 16,
16d@6`
-_ --_
2xCW4!16'
SEE PLAN
2'x4 STUD 2 16' rC
B,N,
-PLYWOOD
DRILL 9/16' MIN '-_-- 4 RE AR DOWEL
HOLE FILL W/EPrXY 24' O,C,
COURT & DOWEL INSERT
E D. �
AL TERNATEs USE 1/2" ?:NO SPECIAL INSPECTTION
REDHEADSTHIRD` ROD aS REQ'D, FOR EPDXY IN
THIS APPLICATION
SLABS
DRILL SLANT HOLES I REAR DOWELS
S
1/169 OVER DMA OF
24 SAME SIZ
E it
SP
BAR FILL W/EPDXY i �, ACING AS
GF'Cii.l'i'.u...--_ I � s GLl i T ICI
i
am
v I„i
m .ten
T
r NG
2x R,R,
�SEE PLAN
BOUNDARY
2x BLK'G, --
SWEAR Wk—L WHERE
OCCURSESEE FRAMING
PLAN> SHEAR SCHEDULE
i
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h! ;,
i {is
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H. s � ,.j L_ � 4x10 HDR
2x8 R.R. e ..
I I I E i6° LI,G
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I ( 2v; # #
c{
_mow 2x8 C:J« -toll
j
-�,•. n.
it 'P! Y W_,OD .,� i �,
a-�16diINAi.S TO
CONNE T RAFTERS
i O CLu, JOISTS
1
SI1114P, �4,3511
2 24" OJC*.
U«N,O, BY MFR,
� i t
4X8 HDR j
STRUCTURAL i 1" SHEATHING :`!
L _ _ _ _ ___ ___ ._• __ __ _ 1 'I PLYWOOD OR
APPROVED EQUAL APA RA TE,'D SHEATHING
PANEL INDEX! 32/16"
MATCH W/(F)
R A 1svIll 3 _7
S
w:
TOP PLAT E7
MORE INFO SEE DTL 11/-
THICKNE`& 1/2' OR 15/32'
EXPOSURE 1
B,N� 10d C 6" O,C,
E,N, 10d 2 6" O'C,
F,N, loci i2" O,C,
LAID "C' FACE DOWN, FACE GRAN
PERPENDICULAR TO SOTS T s"
,ram s'`".,,V,/A" *._-""'w.+'" �`.>� `ti..., •.�."'-``
_yNEW ROOF 1/2" CDX wYWOOD '3HT G, ___1 K,..
PANEL INDEX 32/16, NAIL. 'Sk f3a@ 6', 3
IPI O,C, ASPHALT SHINGLE PGO` MATCH
i
t WITH EXISTING MATERIAL, COLOR AND S1 QPF_\',
2X BLKG, .
HEADER � w
4X END PE
2X TRIMIME.
U,N.O, w �.
4X END PE
1HOLDDO4,
U,N,G, W1 E
i SHEAR PANEL LENGTH _
EDGE NA 11 IN s 16. CI•c, U,N,€G.
DOUBLE TOP PLATE
Fi
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(
FIELD
5} /
u
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1
V
N,-..........� {t
t
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i i
—
BAILING
SILL. PLATE BOlLTIN,G (OR
22 :SOLE PLATE NAILING AT
UPPER FLOORS>
41
{ r � 1/2" CDX PLYWOOD SHTG
f! W/€301 26,1200 P. 1, 32/16
2x RR @ 16' OC
SEE FLAN
A 3 5 @1 16
A35916
2x CJ @ 16"
SEE PLAN
PLYWOOD —'
WHERE OCCUR
2,2'x4' PLATE
2'x4 STUD 16' CSC
T Ik
PLYWOOD
GYPSON BOARD
i
1/2" CDX PLYWOOD SHT'G,
W/8d @ 6 12 O C
2 X STUNS R 16' G,{,
2 X P,T,II,F, PLATE
W/ 3/16' 0 RAtMSET
3348 SHOTS 'W/
WASHER 32" O,C,
SCOOP F CG,
P,T, 32/16 �-�-�----- SE P �f 6�
Px R,R. ,� SE N
@ 16" h,C,
E'x SHAPED BLKG,._, tt A3 " 0
J 16' O C s
16t� � 6•,t i3,i�, � � 1
2x10 FASCIA W/ .>
2-166, PER
RAFTER-f._...,.•
MATCH W/(E)
2-2x4 PLATE
PLYWOOD WHERE -
OCCURS
'k
I
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.4,.1.L E q /rr 1t n
a
HDR. WHERE (OCCURS
2x4 STUD e 16' O,C,
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