HomeMy WebLinkAbout10150656.pdf:z
1 $
SCALE 1 "= 1 I U
FLOOR PLAN NOTES:
1. ALL DIMENSIONS ARE FROM FACE OF STUD TO FACE
OF STUD UNLESS NOTED OTHERWISE.
2, WINDOW SIZES INDICATED ON PLANS ARE NOTED BY
APPROXIMATE ROUGH OPENING SIZE, REFER TO PLANS
AND EXTERIOR ELEVATIONS FOR WINDOW TYPES.
3. COORDINATE LOCATION OF UTILITY METERS WITH
SITE PLAN AND LOCATE AWAY FROM PUBLIC VIEW.
VISUAL IMMPACT SHALL BE MINIMIZED, I.E. MOUNT AS
LOW AS POSSIBLE,
4, CONTRACTOR SHALL COORDINATE ALL CLOSET
SHELVING REQUIREMENTS.
5. DO NOT SCALE DRAWINGS, FOLLOW DIMENSIONS
ONLY.
6. CONTRACTOR SHALL FIELD VERIFY ALL CABINET
DIMENSIONS BEFORE FABRICATION.
7. ALL EXPOSED INSULATION SHALL HAVE A FLAME
SPREAD RATING OF LESS THAN 25 AND A SMOKE
DENSITY RATING OF LESS THAN 450.
8. BATHROOMS AND UTILITY ROOMS SHALL BE VENTED
TO THE OUTSIDE WITH A MINIMUM OF A 90 CFM FAN.
RANGE HOODS SHALL ALSO BE VENTED TO OUTSIDE.
9. ATTIC HVAC UNITS SHALL BE LOCATED WITHIN 20' OF
ITS SERVICE OPENING, RETURN AIR GRILLES SHALL
NOT BE LOCATED WITHIN 10 FEET OF A GAS FIRED
APPLIANCE.
10, ALL WALLS AND CEILINGS IN GARAGE AND GARAGE
STORAGE AREAS TO HAVE 5/8" TYPE-X GYP. BOARD W/
1-HOUR FIRE RATING. ALL EXT. DOORS IN GARAGE TO
BE METAL OR SOLID CORE DOORS INCLUDING DOORS
ENTERING HEAT/COOLED PORTION OF RESIDENCE.
11. ALL INTERIOR WALLS SHALL BE COVERED WITH 1/2"
GYPSUM BOARD, WITH METAL CORNER REINFORCING,
TAPE FLOAT AND SAND. (3 COATS) USE 5/8" GYPSUM
BOARD ON CEILINGS WHEN SUPPORTING MEMBERS ARE
24" O.C. OR GREATER USE 1/2" GYPSUM BOARD ON
CEILING MEMBERS LESS THAN 24" O.C.
12. ALL BATH AND TOILET AREA WALLS AND CEILINGS
SHALL HAVE WATER RESISTANT GYPSUM BOARD,
fwAlwium
l.- OWNER TO VERIFY & APPROVE ALL ELECTRICAL & POSSIBLE FLOOR
OUTLET LOCATIONS NOT NOTED.
SITE PLAN-
rl/r i I r- 1)) , nj
m
>
E POMONA
3T
ERKLEY ST
cn
E OCCIDEN
T
'CIDEN A ST
--4
R W
S T ANDREW
E ST ANDREW PL
tGERTUDE
r
<
C)
>
z
710
m
0
>
69
m
>
>
m
z
>
z 0
C)
>
z --j 0
ST C T
E ST PL
C
n
-----------
m
r
m
>
r,� -
>!
<
m
<
m
m >
0 <
C)
E ANAHUIRST
PL
M
> 0
m
m
z z
(A
z
MAY
OOD AVE
> ----I
< RI CHY ST
E
NER
VE
E FLOR
Sl
DELHI_
BRO OKHOLLOW
ARK
SITE
55
E/CENTRAL
AVE
ADAMS ST
HOTS' - TERR
DR
MMETT S
L
GOETZ AVE
VICINITY MAP,
NTS
MANUEL TAFOLLA
2150 EVERGREEN STRE`-----`
SANTA ANA, CA 92707
(714) 966.0404
A. 1 SITE PLAN ',!ICINITY MAP
A. 2 FLOOR PLAN,,` ROOF PLAN
A. 3 ELEVATIONS/ SECTIONS
A. 4 STRUCTURAL GENERAL NOTES
A. 5 FRAMING PLAIN/ FOUNDATION PLAN /DETAILS
A
f-%. A w TITLE 24 / ELECTRICAL
THE PROJECT SHALL COVPLY WITH THE FOLLOWING:
CALIFORNIA BUILDING COEE 2001 EDITION
CALIFORNIA MECHANICAL !,.**'ODE, 2001 EDITION
CALIFORNIA PLUMBING CODE, 2001 EDITION
CALIFORNIA ELECTRICAL ("ODE, 2001 EDITION
CALIFORNIA BUILDING CODE, 2001 EDITION
AND ALL APPLICABLE STiTE AND LOCAL CODES
PROJECT DATA
TRACT NO. 1541 LOT 387 —AP # 016-212-13
ZONE RE IDEN AL SINGLE FAMILY
LOT SIZE 6,754 SQ.FT.
EXISTING BUILDING AREA 935 SQ.FT.
EXISTING GARAGE 265 SQ.FT.
TOTAL EXISTING FLOOR AREA 1,200 SQ.FT.
PROPOSED ADDITION
ROOM ADDITION
TOTAL EXISTNG & ADDITION
372 SQ.FT.
1,572 SQ.FT.
n
z
z
0
LLJ
V)
c/)
Lli
0
z z 0)
0
Li
IJ z L.Li
2 ry
<
0 0
> <
LLJ
0 . <
V)
0 <
L0 (p
CL
D E
0
0
Lj
>
z (c) rn
00
<z ('-j
D
D )<
U 0
z
z < - U o
0 V) LLJ
CJ Ij Z U)
<
n Q--
od o
C)
< Ln
ry c
0
c 0
E
Lli
IL
DRAM BY.
DATE
ill./2-31/05
JW NUMISM:
05-038
MAIN
0
0
�E) BEDROOM
Eo
7 1
(E) BEDROOM
T
(E) WINDOW TO BE ATI(
REMOVED & REPLACE W/
ARCH OPENING
00
(N) FAMILY RQQm
0
CH=8'-O" CARPET
SLIDING,
-0
18'- 4"
3'- 0" 1. 4'- 0
n
(E) PORCH
SELF CLOSING, TIGHT -FITTING, SOLID
WOOD 3/8" THICK DOOR OR 20 MINUTE
LABELED DOOR AT OPENING TO
DWELLING.
DOOR MAY SWING INTO GARAGE
3268 IF FLOOR IS NOT MORE THAN
(E) KITCHEN NEW SLID
1 INCH LOWER THAN THE DOOR
CH=8'-0" WOOD PANEL
THRESHOLD.
(E) WALL TO BE
REMOVED & REPLACE
r of W/ AN ARCH OPENING (E) GARAGE
QO
LOCATION OF EXISTING WATER HEATER
WATER HEATER: 16MIN.
STRAP SHALL BE AT POINTS WITHIN
(E) DINING
1/3 & LOWER 1/3 OF ITS VERTICAL
CH=8'-O" DIMENSION. AT THE LOWER POINT A
MIN. DIST. OF 4" SHALL BE
(E) DOOR & WINDOW MAINTAINED ABOVE THE CONTROLS
REMOVED & REPLACE W/ STRAPPING (U.P.C. 510.5'
,'ICES WI nP()P PFAKA
9'-4"
FLOOR PLAN ADDITION
SCALE
co
01
C'4
;01} }:
DOORS & WINDOWS SCHEDULE
0
36"x48"
SINGLE HUNG DUAL PANE WINDOW
(D
48"x48"
SLIDING VVIIIND&N
96"x80"
SLIDING FPEJ,1CH ['00R
36"xK"
SOLID PAlfif-L D01OR "'ELF CLOSING)
36%80"
HOLLOW
NOTE:
ALL
DOORS & WINDOWS TO MATCH EXISTING MATERIAL
OR
APPROVED EQUAL
EXISTING
SMOKE DETE_,-TnR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - -
UC.B.O. REPORT NO.: 5443
F
COMPANY: '-)WEN CORNINGS
w
o
(E) SLOPE # z
VERIFY 56
INS)TALLATION: 0J,11-
IVHEN INSTALLED ON NEW :ON
.
0
_j N IN ACCORDANCE WITH THIS SECTION T`Ht-',,K':,
f- v u- C Q F-Ifti:1N�,C,'-,,�,,,:,b,:
_hm
M
t"6,,-
0
W
I INSTALLATION SHALL COMPLY WITH TA5L
z I OF THE 1997 UNIFORM BUILDING CODE,
tw, 01
_j
NOTED TO THE ICBO REPORT.
ry
w
rn
a_
0
0
w
rn
wlrl - - - - - - - - - - ----- - - - - -
(E) LINE OF PITCH CHANGE
L- - - - - - -
(E) SLOPE
LINE GJ EXISTING
ROOF
RIB ,E
LLI
(E) RIDGE
(E) SLOPE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- — - --- - - - -
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
T_
w
0CL
C014 C14
_j
z z
ATTIC VENT
L. -----------------------------------------
33'-8"
42'-8"
MANUFACTURER: ROOF DORMER DEAD St'_17T ALUMINUM
MODEL NO.:12X24RDDSA (12" x 24"" Hw,LF ROUND
ROOF VENTILATION DATA: MAIN H Q 'US E
360 SQ,FT. ATTIC/1 50 = 2.4 SQ. FT.. x 144 SQ.IN. = 345.6 SQ. IN.
(2) 288 SQ.IN AIR VENTS = 576 SQ.IN VENTILATION PROVIDED
THAN REQUIRED
g 4-
Ak
IZ
V
V"
tzl
ow
MKS
Im "u-p--f
g Evil,
U-
el"o
MK
RAW
FR
A
ikY
Ld
ry
F-
0
A V)
_z z 0)
<
m
�o
C),
<
< ry <
0, z
> <
LIJ
z
0
Lo V)
C\j
iCBO REPORT 5443, COMPLY
FINISH FLOOR
\ �- �- | SIDE ELEVATION
�_�-/ /
SCALE 1/4"=1"
ICSO REPORT 5443 COMPLY
WITH TABLE 15-8-1 U.B.C.
TO MATCH EXISTING
MATERIALS (STUCCO)
FINISH FLOOR
RIGHT SIDE ELEVATION
SCALE 1/4"=1`
STUCCO APPUCA110@ FOR EXISTING WALL
APPLY WATERPROOF BUILDING PAPER HORIZONTALLY OVER EXISTING WOOD SIDING WITH EACH SHEET OVERLAPPING 4" ONTO THE SHEET BEU]VK OVER THE PAPER. INSTALL 34
SELF —FURRING GALVANIZED WIRE MESH OVERLAPPING AND STAGGER{NG, AND TYING WITH 18" GAUGE W8RE, APPLY 3/8° SCRATCH COAT FILLING OUT TO FACE LATH AND DOUBLE BACK
WITH BROWN COAT SUCH A THICKNESS THAT THE COMBINED THICKNESS OF SCRATCH AND BROWN COATS WILL BE APPROX. 3/4 INCH ALLOW 2 WEEKS TO CURE BEFORE APPLYING FINISH
COAT. (USE A NON COMBUSTIBLE MATERIAL ON LEFT SIDE OF THE BUILDING, MIN. 1 HOUR FIRE RESISTIVE)
Qx1O RIDGE
BEAM
CEILING JOIST
� |
_ ------ —~
TOP PLAlE'^ L_R-1S INSULATION�| 14
�
=
R-13 UNo
| )
| �^| 0� | | �o
SILL PLATE
P.T. SILL PLATE
F.J.
BLK^g
18" CRAWL SPACE
FLOOR JOIST
| | � �
SECTION |����\} 4\--'/�\ / / / . ` �� ' ` ' `
FINISH FLO
co co
TO MATCH EXIST.
FINISH FLOOR
C)
L4,j
LLJ cj�
FL
REAR Ell EVATION
LLJ
Ld
cy
Ld
LLJ
Lo co
CL
o
FRONT ELEVATION n
o
It it 11 1 Li
it 11 11 1! r
It
TOP PLATE-.,
1/2- CC/CD NAILED ENGINEER
0 4" ON ALL STUD
SUPPORT 4x12 HEADER
00
W/ 1" STURDY FLOOR VP
FINISH FLOOR
CC, Vi It
(E) 18- CRAWL SPACE 18" CRAWL SPACE
R.C.E. 11092
EXP. 12-31-06
|
���- ( � | |( //\]
^_� �_ �/ / / ._/ / xSCALE
rib-lows-i
DRAWW BY*
MANUEL
11/23/05
JOB NUMBER:
05-038
w1araAak,�
°
6~MIN. ACCESS (EITHER LOCATION)
CURB FORMWORK
CONDITION *rEXTERIOR
oxe CONT. puwK EA. SIDE
CUT BAI
SPALL
'"~" ` ^
'UNFORMED 'FORMED�_'
NOTES
t FORMWORK NOT PERMITTED BELOW GRADE UNLESS
FOOTING AND WALL ARE FULLY FORMED.
2. STAKES ARE 140T PERMITTED wnmm FOOTING SECTION
3. nOuwcwmmv CONC. MAY BE PLACED DIRECTLY INTO
NEAT EXCAVATIONS. PROVIDING THE FOUNDATION,
TRENCH WALLS ARE STABLE.
FOOTING TRENCH Fl[-TA''
,gr
^
NO EXCAVATION
SELOW THIS UNE
FOOTING A REQ D.
THANTO KEEP I p N L& p
V-6* EA. STEP
AN
n�n pip
MORE THAN Or FV0nmGS.
^-�u�� ��^PACR� FILL �r�|w��D OF
/COwC'mQ FILLIN PIPE TRENCH
UTILITY
TRENCH
*U' BARS,SAME SIZE
AND SPACING AS HORIZ.
REINFORCING | `
AO0 HOOK
O.C. WHEN BAR IS #a OR
W,RGER L V L | .
CONCRETE REINFORCING TENSION LAP CLASS A
CONCRETE: F'o = 2500 PSI
STEEL: Fa = 60000 PSI
BAR SIZE BOTTOM p
BAR SPACING:
3db MIN,
23
JO
5
29
30
b
35
46
7
41
53
8
49
64
8
62
81
10
79
103
#l1
97
126
BAR SIZE
BOTTOM
TOP
BAR SPACING:
5db MIN.
COVER 27 BAR D|A
4
23
30
5
28
38
r�
35
46
7
41
53
8
47
61
Q
53
69
10
63
82
[]�|N� SPLICE |N ��(�Kj/`
|��_//v| . .�r �_/\/L- //v ��.+.~��
rMI N.
BAR BENDS
~D~=oo FOR #8 BAR AND SMALLER
~
U.N.O.18* MIW IN CONC.
JAMBS & ENDS OF WALLS 911
FOR LAP LENGTH >-t4 - MIN.
LAP AND OFFSET STIRRUP OR TIE
1�L�� INCREASE LAP LENGTH TO 72 DwM. IN MASONRY CHORD
6AR3, DRAG T|ES, AND VERTICAL REINFORCING BARS
SPLICED IN MIDDLE HALF OF VERTICAL WALL SPAN.
/
' !
REINFORCING HOOKS AND BENDS 6
�-
BEHIND STRAP
CS16 STRAP
SEE DETAIL
� /�pOR 97 ``~~
BENT E)9ENSION
1.
2-# VERJ��, I L12-#5 VER+4
IN
ALTERNATE MASONRY
DIRECTIONS SEE DETAIL
FOR CONC.
SINGLE U@���� DOUBLE U&'��
~�//"���� ��/u` �v�,u�� u�'�.`
HORIZONTAL REINFORCING DETAIL
�
\
G|MpSON CS-16 STRAP
FULL LENGTH OF WALL
ALONG TOP &c BOTTOM
OF WINDOWS AT DETAIL
ONLY
2-"SUMP" A35
0 EA. END OF
JAMB STUD T}P
HEADER
S|WP. A35 EA.
END SEE PLAN
2X JAMB STUD
FOR 4'-O"W0E
OP"NG MAX
2-2X JAMB STUD
FOR 8'-O"W|OE
0P'NG MAX W/
1Gd012'1JC
6x6 FOR MAX 12'
2-2k PLT 0
VV|NDOVY WHERE
OCCURS
2X TRIM STUD
16d012"OC TYF
2-2X TRIMMER
FOR 8'-8"OP^N(3
TYO ��7�k�|N�` ELEVATION \
/ / / . FRAMING �_�_�_v��/ /���v \
7
�j
PL
SE
FC
RAF
NOT
NAIL
AT I
EDC
rWOOD5*EATHIwG
�FRAMING PLAN
NAILING
)UNDARYNAILIN (BN)
EDGE NAILING (E.w
FIELD NAILING (F.N.)
'ERS OR JOISTS
PLAN FOR SPACING
BLOCKING
WHERE REQUIRED
SEE Puwv
NG SHALL BE
7 OF PLYWOOD
[�/�/�[ [][V�(�/�
/����// PLYWOOD / vv����D DIAPHRAGM
/RAGw,
REINF��|N��l��`|N/? �T��| |UkJ�[� /`�N���| '
ORCING ~�/�_�-�_ �_�//v/���_/� ���_/x�_/�r��_ -
1. EAR REINFORCING SHALL CONFORM TO /STM A_615 GRADE 1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS
0D FOR NO. 5 AND LARGER: NO. 4 AND SMALLER SHALL 1. ALL STRUCTURAL LUMBER SHALL BE GRADED IN ACCORDANCE AND SITE CONDITIONS BEFORE STARTING WORK, THE
°°3 ''Af' H�"`^CONT. 2 BAY* THE ^R/�|NQ AND O�E��|mC RULES NO. 10 0F THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCY
., ~^.. SIDE OF OPENING CONFORM TO GRADE *Q. WEST COAST LUMBER INSPECTION BUREAU. BEFORE PROCEEDING WITH THE WORK.
HANGERS ,
2. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE 2� ALL WOOD BEARING ON CONCRETE OR MASONRY WITHIN 1'0°
WITH CHAPTER 7 OF *wERiC/0" CONCRETE INSTITUTE 315 FROM GRADE SHALL BE PRESSURE TREATED D0VGLA3 RR. 2. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN
2-2 X RAFrERS OR JOISTS UNLESS NOTED ON THIS DRAWING. �N ��wv/NGS
3. HOLES FOR BOLTS SHALL BE BORED WITH A BIT(\/32~ TO '
uw 3. LAP BARS IN CONCRETE CONSTRUCTION SHALL BE IN 1/18`) LARGER THAN THE NOMINAL BOLT DIAMETER.TYP. ]. ALL WORK SHALL CONFORM TO THE W|N|wVM STANDARDS OF
ACCORDANCE WITH THE SCHEDULE GIVEN OF SHEET 51 OF *. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. THE 1887 EDITION OF THE UNIFORM BV|LB|Ng CODE AND
-o x wsaosR THESE DRAWINGS. LAP BARS IN MASONRY CONSTRUCTION UNLESS SPECIFICALLY NOTED OR DETAILED. ANY OTHER REGULATIONS OVER ANY PORTION OF THE WORK,
�|N|�UW) 5'pRgNDE 2� 5OUO 8LOC�\�� BETWEEN JOISTS 0R F\FER8zs^Mc ocrn* SHALL BE 48 BAR DIAMETERS. (24INCLUDING THE OCCUPATIONAL SAFETY AND HEALTH
AS *+F/8R
TO ALL SUPPORTS. ADw|N|STRATION, AND THOSE LISTED IN THESE NOTES AND
4' REINFORCING STEEL DEJA|UNQ, BENDING AND PLACING . , SPECIFICATIONS.
SHALL BE IN ACCORDANCE WITH THE CONCRETE O. PROVIDE SOLID BLOCKING OR CROSS -BRIDGING AT 80
REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD Q.C. MAXIMUM FOR ALL FLOOR JOISTS OVER (4" DEEP 4. SE[ ARCHITECTURAL, ELECTRICAL, AND MECHANICAL
SIupSow sro PRACTICE", LATEST EDITION. AND AT 10'0~ O.C. MAXIMUM FOR ALL RAFTERS OVER (8^) DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS,
o HANGER DEEP. DEPRESS|OwS, E7C., NOT SHOWN ON THE STRUCTURAL
DRAWINGS.
X--
5. SPACER TIES: FURNISH #3 TES AT 24^ O.C. IN ALL 7' ALL STRUCTURAL PLYWOOD SHALL BE STRUCTURAL COX GRADE
BEAMS AND FOOTINGS, UNLESS OTHERWISE SHOWN IN WITH EXTERIOR GLUE CONFORMING TO PS 1-83.
8. IN HORIZONTAL PLYWOOD SHEATHING, NO PANEL SHALL BE 5' THE CONTRACT STRU{7~~~'
DRAWINGS AND SPECIFICATIONS
REPRESENT THE FINISHED STRUCTURE. THEY DO NOT
LESS THAN 24 INCHES WIDE. �N VERTICAL PL,�/�D� '
8 �l REINFORCING STEEL, ANCHOR BOLTS, DOWELS SHALL ' INDICATE THE METHOD OF CONSTRUCTION. THE
| ' ' ' SHEATHING,NO PANEL SHALL BE LESS THAN 1� |w��E� '
BE SECURELY TIED /N PLACE BEFORE PLACING CONCRETE | WIDE. CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO
OR MASONRY GROUT.' PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH
B. ALL BOLTS AND LAG SCREWS BEARING ON 00DD SHALL HAVE MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO
7. ALL MASONRY BLOCK WALLS SHALL BE DOWELED TO THE STANDARD CUT WASHERS UNDER HEAD AND NUT, U.N.O. 8pAC/wG, SHORING FOR LOADS DUE TO CONSTRUCTION
SUPPORTING RJJOmQ WITH BARS OF THE SAME SIZE, EOV/pwEwT' ETC' OBSERVATION v|S|TG TO THE SITE BY
GRADE AND THE SAME SPACING AS THE VERTICAL BARS IN 10' ALL JOIST HANGERS SHALL BE EQUIPMENT, APPROVED THE STRUCTURAL ENGINEER SHALL NOT INCLUDE THE THE WALLS. EQUAL, INSTALLATION SHALL BE FOR THE MAX.RATED LOADS.
INSPECTION OF THE ABOVE ITEMS.
` 8 �[LD|w� OF REINFORCING STEEL, |F PERMITTED BY THE ENGINEER 11' PROVIDE 2X FIRE STOPS AT ALL INTERSECTIONS OF STUD 8' CONTRACTOR SHALL INVESTIGATE SITE D0R|mQ CLEARING
) ' ^ WALLS OR STUD PABT0015 AT FLOOR CEILING AND AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR
F\L/�JF \JF-[_|�||��� // OR 30 SpEC|R8]' SHALL BE /STM A-706 REINFORCING STEEL ROOF ~~° STOPS AT �4X!�U� 5�AC|N�' �F B'O~ C.C. BURIED STRUCTURES SUCH A3 CESSPOOLS, n
AND BE OOM[ IN CONFORMANCE WITH THE "STRUCTURAL '^`^ ' ' . CISTERNS.
WELDING CODE- REINFORCING STEEL' OF TH�AWERiC�� IN THE VERTICAL DIRECTION, PROVIDE 2X FIRE STOPS IN STORM DRAIN. FOUNDATIONS, ETC, IF ANY SUCH
WELDING SOC|[TYAM5 D1-4 BY WELDERS QUALIFIED UNDER ALL FURRED SPACES, VERTICAL AND HORIZONTAL. STRUCTURES ARE FOUND. STRUCTURAL ENGINEER
THE PROCEDURES CONTAINED THEREIN. USE LOW HYDROGEN 12. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR SHALL BE NOTIFIED IMMEDIATELY.
ELECTRODES. GRADE (E80) FOR GRADE 00 REINFORCING OF THE FOLLOWING GRADES UNLESS OTHERWISE NOTED: 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF
BARS. SPECIAL |NSPECOoN IS REQUIRED FOR ALL STUD AND PLATES ......................................... NO. 2 PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT
WELDING OF R[W. WELDED REINFORCEMENT STEEL IS BEAMS AND STRINGERS bX.......................... DENSE NO. 1 1550F EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT.
IDENTIFIED BY SYMBOL V~ p03JS AND MULLIONS ,.,,,_.,.,,.,,,^,~~,SBL 5TRU 1500F PROVIDE ADEQUATE SHORING AND OR BRACING WHERE
JOISTS AND RAFTERS STRUCTURE HAS NOT ATTAINED DESIGN 3TRENG1*H.
Q SUBMIT REINFORCING SHOP DRAWINGS FOR RB8B9 8Y THE AND NO 2
' "=`°�`/'^--^^^'-^^~'^~^^'~^'-' ' 8 SHOP DRAWINGS SHALL BE SUBMITTED TO THE PROJECT�i
� EmC/NEER 8EFORE �\BRC/�|ON (2X4 AND J%4).......................................N�. � ^
' ' ^~'`----' STRUCTURAL ENgNEER OF RECORD FOR APPROVAL
BEAMS
" PRIOR TO FABRICATION.
10' PROVIDE THE FOLLOWING MINIMUM CLEAR COVER OF (LESS THAN 4 IN WIDTH) -..-...,.._..-_,NO.2
CONCRETE OVER HE|mR]gC|NG STEEL UNLESS OTHERWISE BLOCKING ............................................................ CONSTR. GRADE 100OF NOTED ON PLAN: FOUNDATION
.
NAILING FOR 5/8- PLYWOOD SHALL BE 5d
PLYWOOD NAILS, 3^ X #9 (AGE % 5/16^ DIAMETER
ON EARTH SIDE WHEN PLACED AGAINST EARTH .......,3, HE/0 BARBED SHANK, EQUIVALENT.
Li ON EARTH 0
1' THE ALLOWABLE DESIGN SOIL BEARING VALUE USED f�MED--'.-_..-.,2�m EXTERIOR WALL STEEL AB - OvE Q�A�E...'....'......1 " 14. MACHINE APPLIED NAILING: USE OF MACHINE �UNG IS 1000 POUNDS PER SQUARE FOOT FOR DEAD PLUS
w INTERIOR w^L- STEEL AND SUPPORTED
°.'��,SLABS
SUBJECT TO A SATISFACTORY JD85KE DEMONSTRATION FOR
LIVE LOADS, PER U8C TABLE 10-/-A, SOIL CLASS 4
wo,c. ��D' BOLT T|[O ��&� ��^�E--...�-1/2� EACH PROJECT AND THE APPROVAL BY THE PROJECT
ps ev.0 ^x, �ncx �e�z BEAMS `3nRn���j 8ovE Gm��.����.���.���'_/2~ ARCHITECT OR Sr*unToFwL ENGINEER AND THE Bu/U)/wG 2. ALL NEW FOOTINGS SHOULD BE AT LEAST 12" WIDE
AND
AT cr»p»Fcavwm»» INSPECTOR, THE APPROVAL IS SUBJECT TO PLACED AT LEAST 12" BELOW TOP OF SLAB
m' ,nor/w^.AbmnowaWELDED WIRE '°p�|� ' 'CENTER LINE OF SLAB
zswecoucwr SHALL BE pnnauEo CONTINUED S/0lSF�CT0RY PERFORMANCE. MACHINE
NAILING WILL NOT BE APPROVED IN 5/16° PLYWOOD. IF 3. COMPACTION AND PROCEDURE COMPACTION
RAJLHEADS PENETRATE THE OUTER PLY MORE THAN WOULD SHALL BE DON[ IN ACCORDANCE WITH STANDARD
BE NORMAL FOR A HAND HAMMER OR IF MINIMUM ALLOWABLE ACCEPTABLE PRACT|CE, TO A RELATIVE COMPACTION OF 95X
�( �} 0 | EDGE DISTANCES ARE NOT MAINTAINED, THE PERFORMANCE BOLT [m�[°k�[KT |N CONCRETE _WILL BE DEEMED UNSATISFACTORY.
*� FOOTING EXCAVATION SHALL BE INSPECTED BY THE
NAILING SCHEDULE 15. ALL NAILS SHALL BE COMMON WIRE NAL3, BUILDING 0F51CAL PRIOR TO POURING CONCRETE
JOIST OR RAFTERS TO SIDES OF STUD 16' ALL NAILING SHALL COMPLY WITH TABLE 23-11-81~1 OF THE 5. PROVIDE 2^ SAND AND VAPOR BARRIER PER
EIGHT (8) INCH JOISTS OR LESS-------- 3_18d UNIFORM BUILDING CODE. �P[C3. OVER 6' COMPACTED CLEAN SOIL FOR EACH ADDITIONAL FOUR (4) INCHES 17. WHERE JOISTS ARE BUpp0RT|N0 MECHANICAL EQUIPMENT CONCRETE SLAB ON GRADE, TYPICAL
OTHERWISE ON PLANS.
IN DEPTH OF JOIST -------------------- 1-15d AND ARCHITECTURAL UNLESS NOTED OTHE'`
ECTURAL FEATURES, CONSULT MECHANICAL '
JOIST OR RAFTERS AT ALL BEARINGS AND ARCHITECTURAL OAAW(MC3 FOR EQUIPMENT AND
T0E NAILS EACH SIDE ------------------ 2-1Od FEATURE LOADS' /�/lK]/�[)[T['
RAFTERS OR JOISTS EXTEND PLYWOOD AS CEILING JOISTS, LAPS OVER PARTITIONS 18. MEMBERS TO RECEIVE 20d SHALL BE PRE -DRILLED PRIOR TO - - - -- --
WHERE OCCURS INDICATED ON SECTIONS FACE NAIL ---------------------------- 3-10d NAIL APPLICATION. 1. ALL CONCRETE SHALL CONFORM TO THE 1997 EDITION OF
AND DETAILS TJI WHERE OCCURS CEILING JOISTS TO PARALLEL RAFTERS THE V B C ^CHAPTER 19.
FACE NAIL ---------------------------- 3_16d 19, ALL LUMBER SHALL BE KILN DRIED TO A MAXIMUM
BLOCKING BETWEEN JOISTS AND RAFTERS MOISTURE CONTENT OF 19% (DRY LUMBER) 2. CEMENT SHALL CONFORM TO A.S.T.W. (C-150) TYPE I
TO JOIST OR R^}TERS, TOE NALS, OR TYPE 11.
- EACH SIDE, EACH END------------------�-1Dd
BLnG ' 3DRYp&CK SHALL BE COMPOSED OF ONE PART OF POFTLAND
TOP PLATES T0 JOIST OR RAFTER �E�R|N�� '
' STRUCTURAL ��7-[-[-| CEMENT TO NOT MORE THAN THREE PARTS OF SANU
/ ~ �� TOE NAILS, EACH S0[--------------�--2-�0d STEEL
�_�_�_ '
OF SHEAR WALL 8L0CK}MQ BETWEEN STUDS EACH END -------- 2-1Od TOE NAILS 4. ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE
SEE COL 64 SCHEDULEOR--------2-��g 1. STRUCTURAL STEEL �H*�- CONFORM TO A.�J'�' A-�# SECURELY TIED IN PLACE PRIOR TO POURING CONCRETE.
� } ~' -'~''` �/` �� BRIDGING TO JOIST, TOE NAIL EACH END ----- 2-Wu SpE[xF�C/�0N5 AND TO THE A-|.S.�' SPECIFICATIONS �� CONCRETE SHALL 8[ CURED 8Y KEEPING CONTINUOUSLY WET
'A-- --H-- SOLE PLATE TO JOIST OR BLOCKING
| !� , FOR FABRICATION AND ERECTION. FOR 10 DAYS OR BY CURING COMPOUND APPROVED BY THE
FACE NAIL ---------------------------- 1Gd AT 16 1 ~ | O'C ' 2' ALL BOLTS SHALL CONFORM TO �B'T'M' A J07 FOR MANUFACTURER OF THE FLOOR FINISH MATERIA
L. PLATE TO ��D. END ��L------------�-16�
UNFINISHED BOLTS EXCEPT WHERE SPECIFICALLY NOTED � REFER T0 ARCHITECTURAL, MECHANICAL, ELECTRICAL AND
/ | 2X� F�� 8LDCKi�� STUD TO SOLE PLATE, TOE ��L-----------4-8� ' � ' '
AT UN3VppC�TED DOUBLED STUDS, FACE ��L______________-18d 4T �4" O.C. AS HIGH STRENGTH BOLTS WHICH SHALL CONFORM TO PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE
{ � \ EDgES (TTp�) TOP PLATE3, LAPS AND INTERSECTIONS, A.SIW. A-325. HOLES FOR BOLTS SHALL BE 1/16" OVER CAST INTO CONCRETE AND FOR FLOOR DEPRESSIONS, PITS'
' FACE N�L---------------------------- 2-1bg SIZED, UNLESS NOTED OTHERWISE ON PLAN- ETC'
} PROVIDE �OOD- D�UBLE TOP PLATES,FACE �V�-----------16� AT 1�^ O.C.MINIMUM CONCRETE COMPRESSIVE STRENGTHS AT 38 DAYS
� ALL WELDING SHALL 8E DONE BY A CERTIFIED WELDER /��D '
POST AT HOLD- BUILT UP CORNER STUDS ------------------ 16d AT 24^ D.C. ' CONFORM TO V 8 C 1997
~ ` SPECIFICATIONS AND A W S 01.1
SHALL BE AS FOLLOWS:
DOWN ANCHOR RIBBONS /� o/»u� ELECTRODE �H/l BE E70�XX (SHIELDED METAL -ARC) FOUNDATION 25OU '�\�"u N-]
ONE INCH RIBBONS ----------------- 2-Bd 4. ALL FIELD WELDING AND HIGH STRENGTH BOLT SLABS ON GRADE 2500 PSI (STONE)
�D0E Nm�/NG ��Ow;INCH RIBBONS -----------------J 16d INSTALLATION �M/�L BE 8pE��INSPECTED |N STRUCTURAL CALCULATIONS ARE BASED ON 2000 PS[ CONC.
MID.) CONTINUOUS HEADER, TWO PIECES ---------- 16-. G"O.C. NO SPECIAL INSPECTION REO'O'ACCORDANCE WITH U.B.C.SECTION 1701'5pLYWD. EDGE FIELD NmU�-��' /�OMC EA EDGE
CONTINUOUS HEADER TO STUD, 5� ALL STRUCTURAL STEEL SHALL BE FABRICATED BY A 8� ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE EXCEPT5AWE SIZE AS EDGE
STAGGER NAILS TOE N�LS---------------------------- 4-8d DFABRICATOR. OAS NOTED.
NAILINGCED
O�ON 3x STUDS 9 1,B�CE5 0 EACH STUD AND PLATE, SHALL BSUBMITTED TO THE STRUCTURAL ENGINEER
SURFACE
OF CONCRETE CONSTRUCTION JOINTS SHALL BE CLEA
NED
WALLS 4 85 2 X 8LK'Q AT FACE N�L---------------------------- 2-8d AT FOR RBBY PRIOR TO FABRICATION. AND L�TANCE REMOVED. IMMEDIATELY BEFORE NEW CONCRETE IS
OPENING BU|LUP GIRDER AND BEAMS --------------2Od AT 33.O�C S.T.M.''' A-53(TYPE E OR S) PLACED,ALL JOINTS SHALL BE WBTED AND STANDING WATER AND 8OTT0w�AgDG� ALL STEEL PIPE SHALL CONFORWTO A.
GRADE 8 AND STEEL TUBE SHALL CONFORM TO A-5'T.M. A-500. �Ew�»EO'
PROVIDE "Dm. EDGE NAIL ALLSTAGGERED 2_20d AT
10^ LONG A.B'S SIDES OF OpEN.Q B«D5 AND AT EACH 7. COMPLY WITH DIVISION AND SHOP 1400 INSPECTION RE0U|RmENT3
a 6'-0~ O.C. �T |} SPLICE, 8 ALL FIELD �[�D|NC �x/�L 8E PERFORMED UNDER k�/\����K][�\/
' ' UK @| ��ALL BEARING WALLS OPEN'G WHERESPECIAL INSPECTION PER CBC 1701.5
� /v/r�~���/y/� .
AND EXTERIOR OCCURRING
NOT SHOWN AS HOLDOWN, WHERE
SHEAR WALLS. OCCURRING SEE
FOR SHEAR WALLS i SHEAR PANEL
SEE COL 4 OF SCHEDULE &
SHEAR WALL j
PLAN
SCHEDULE
it
NOTES: AT EACH BOLT
1. ALL NAILS SHALL HAVE A MINIMUM 3/8- EDGE NAILING
EDGE DISTANCE AT SILL PLATE
2 PROVIDE 2 X STUDS AND BLOCKING AT ALL
PLYWOOD JOINTS,UNLESS NOTED OTHERWISE SHEAR WALL
3. EDGE NAIL PLYWOOD TO ALL 4 X OR LARGER TYPE
POSTS OR COLUMNS LENGTH OF
4. LONG DIRECTION OF PLYWOOD SHEETS TO RUN SHEAR PANEL
PARALLEL TO STUDS UNLESS AN ALTERNATE 5E[ PLAN '
PROPOSAL IS SUBMITTED TO AND APPROVED
BY THE ARCHITECT
5. ANCHOR BOLTS SHALL BE INSTALLED STARTING 0 MIN. 8^ AND
MAX. 12" FROM END OF SILL PLATE
6. ALL COLUMN BA3ES, COLUMN BOLTING, HOLDOWN STRAPS,
AND HOLDDWN BOLTS SHALL BE HELD /N PLACE BY
MEANS OF TEWPiATES, PRIOR TO FOUNDATION INSPECTION
1.
ALL MASONRY WORK SHALL CONFORM TO THE 19$7 BJOOON
OF THE UNIFORM BUILDING CODE
2.
MASONRY Uwn3 SHALL BE OF SIZES SHOWN ON
ARCHITECTURAL DRAWINGS AND/OR CALLED FOR /N SPECS.
AND CONFORM TO A,S.T.M. (C90), GRADE ~N-1°
UCRnwE|G*T OPEN END BLOCKS WITH MAXIMUM LINEAR
P*owoE SIwPS]w wST48
SHRINKAGE OF (¢.089).(UCH7WE|CHT. 85 pSF MIN.)
/ AT ALL TOP PunEspuCCS
J.
MORTAR M/* SHALL BE COMPOSED OF ONE PART PORTLAND
/
CEMENT AND 3-1/2 TO 4 PARTS SAND. BASED ON DRY
LOOSE VOLUWE, AND NOT LESS THAN (1/4) PART NO MORE
THAN (1/2) PART LIME. MORTAR SHALL BE 1200 PSI *o
28 DAYS MINIMUM. NO PLASTIC CEMENT SHALL BE USED.
*.
GROUT MIX SHALL BE COMPOSED OF ONE PART PORTLAMD
SPLICE JOINT
AT TOP PLATE
CEMENT TO 2-1/4 TO J PARTS SAND AND 1 TO 2 PARTS
PEA GRAVEL WITH *GROUT AID" ADDED FOR HIGH LIFT
GRW)NG ONLY. SPECIAL INSPECTION SHALL HE
REQUIRED FOR HIGH LIFT GROUTING. GROUT SHALL BE
2000 PSI «& 28 DAYS.
5.
PROVIDE CLE4N0UT OPENINGS AT BOTTOM OF ALL
vc*ncm-c, mnourco CELLS IF Gnour urr cXccMS FIVE FEET
HIGH LIFT GROUT SHALL CONFORM TO SECTION 2104,6 OF ?HEWBC
AND MAY BE USED ONLY IF APROVED BY THE STRU{J. ENG,
�
L-4_16u AT
6.
ALL REINFORCING SHALL HAVE A MINIMUM COVERAGE OF
�
EA- SIDE OF
(1/2-) GROUT.
sPuCEJOIwT
7.
BOLTS SHALL RE GROUTED WITH (1-) OF GROUT BETWEEN
BOLT AND MASONRY.
8.
NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS
---SpUC[JV|wT
AT BOTTOM
UNLESS SPECIFICALLY NOTED OR DETAILED.
PLATE
10.
REINFORC|NC SHALL BE SECURELY HELD AND BRACED IN
PLACE TO �REVENT MOVEMENT WHILE PLACING MASONRY AND
GROUTING.
11.
SOLID GROUT ALL CELLS OF HOLLOW CORE MASONRY UNITS.
12.
THE ALLOWABLE COMPRESSIVE STRESS OF MASONRY SHALL
T[l[] []| �T� ��O| |/`[ Fl[T�||
TOP . . �~ . . ^- SPLICE ~^_ DETAIL
. . .. ^_
BE F ' 153O P�.
-13.
ALL MASONRY CONSTRUCTION SHALL BE RUNNING BOND TYP.
mi
'
8l �^
LIJ
+
��
z
u
+
,~
hJ
�� ~~
�_
��
�
°�
��
< In
'Ld
Ld
/l~
Z
-~ � �
�_. n
== =-
_�
�� <
ry. .
F~- [/]
~- ~
LLI
ry
Off
DRAWN Sr.
MANUEL
11/23/05
JOB NUMBER:
05-0,38
~