HomeMy WebLinkAbout10151377-78.pdfI
—38'-5" 25-9"
EXISTING FLOOR PLAN
EXISTING FRONT ELEVATION
SCALE., 1/81=11-0-
SCALE: 1/8" = P- 0"
t-'
3' 7
BATH
w4w
KITCHEN
444
N-
FAMILY ROOM
LIVING ROOM
14
DRIVE
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4' — 10'-7' - 1 + 1 1 F-7-
3'40"�' W.IG'ARDIN L - - - - - - - J ftiwq;
WALK
Ic GARDEN
- - - -
PROP. LINE
L — — — — — - — - — - — - — - — -
20 I 13'
39—
PIDNAt'"J"POSED" FLOOR
31'-3"
'PLAN
Q.
81
SCALE: 1/8" = P- 0"
914'
39'tl!!--
IL
0 IL
2- I&M
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PROP, LINE PROP 2
—
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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9ARAGE
5
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---------------------------------------- EXISTING
SLOPE GRADE
MIN. 2%
DRAINS
54t-311
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-ATvELCPLBG Y XiMr
GRADE
MIN. 2 %
P
DRAINS A
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SLOPE GRADE �LD -
. . .. ......... ......
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13
ROOF PLAN_
L-2001 CALIFORNIA ENERGY CODE (TITLE 24, PART 6)
0,01 CALIFORNIA BUILDING CODE (CBC)
1-2001 CALIFORNIA ELECTRICAL CODE (CEC)
4.-2001 CALIFORNIA M[ECHANICAL CODE (CM[C)
5.-2001 CALIFORNIA PLUMBING CODE (CPC)
ONE -HOUR FIRE -RESISTIVE MATERIALS ON THE GARAGE
SIDE FOR WALLS, CEILINGS, EXPOSED POSTS AND BEAMS OF
GARAGE ADJACENT TO OR SUPPORTING A DWELLING UNIT.
i—yNSMAC0pp-
P ,-�l c�
2070S.EVERGREENST;�,ir,��-,-�.-,��-
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SCALE: 1/16,",=,
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NOTES,
(2- Z 7,— asn (t) �4, �
7 -1J�-- 777 NTAL LUMBER TO BE DF NO. 2 OR BETTER. Aiftk
B).- VERTICAL LUMBER TO BE STD OR BETTER. (2-)
C).- LAND SHOULD BE PRESSURE TREATED.
C6
D).- PLUMBING WALLS TO BE 2X6 STUDS.
E).-ROOF SHEETING TO BE 1/2" CDX PLYWOOD
W/8d @ 6", 6"&12" O.C. (Pl)BN. EN, F.M.
16' F).- CONCRETE TO BE 2500 PSI FcAT 28 DAYS.
H)..ALL EXTERIOR FINISHES AND WINDOWS TO MATCH
EXISTING SFD,
I).- PROVIDE 20'-L UFFR GROUNDING ROD. z
J).- PROVIDE ATTIC VENTILATION EQUAL TO 11150 0
OF AREA TO BE VENTED. r.
I.- SMOKE DETECTORS SHALL SOUND AN ALARM
AUDIBLE IN ALL SLEEPING AREAS OF THE UNIT.
SECTION 310.9.1.
HARD -WIRED SMOKE ALARMS EQUIPPED WITH lwft
BATTERY BACKUP @ NEW BEDROOM (IF ANY). 240CF41vt;
�0, 2:-ALL ELECTRICAL SHALL COMPLY WITH 2001 N. E.C.. OCT 12 200;,
THE FOLLOWING WILL BE PROVIDED AT THE JOBSITE
FOR THE ELECTRICAL INSPECTOR: SINGLE LINE
DIAGRAM, PANEL SCHEDULES AND LOAD CALCULATION City 0i Santa Anei
61 FOR ELECTRICAL SYSTEMS.
4:-ALL EXISTING DOORS AND WINDOWS LEADING TO
THE PROPOSED AREA SHALL BE WATER PROOF.
5.-ALL SCREENED PANELS SHALL BE REMOVABLE.
6.-PROVIDE DRAINAGE SLOPE AWAY FROM DWELLING 2%, 1%;
ELSEWHERE: DRAIN TO STREET.•
7.- ASPHALT SHINGLES SHALL BE SELF-SEALING AND PLACED OVER
(2) LAYERS OF 15# FELT APPLIED IN SFUNGLE FASI-HON WHEN
INSTALLED. A ROOF SLOPE THAT IS BETWEEN 2:12 AND 4:12
CLASS A MIN. RATING FOR ROOF PLAN. •
8.- WALL COVERINGS IN SHOWERS OR TUBS WITH SHOWERS
SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL
TO 70" ABOVE DRAIN.
9.- THE BUILDING ADDRESS SHALL BE PROVIDED IN SUCH
A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM
THE STREET OR ROAD FRONTING THE PROPERTY.
10.- EAVES/PROJECTIONS SHALL BE ONE -HOUR FIRE -RESISTIVE
CONSTRUCTION, HEAVY TIMBER OR OF NONCOMBUSTIBLE DAM
09/29/05
MATERIALS IF THEY PROJECT INTOSETBACK AREA
FROM THE PROPERTY LINE. EAVES SHALL BE 2'-0" MIN. FROM
THE PROPERTY LINES. (UBC 503.2.1 AND 705)
CHANGE LOG:
13f-6f'
8
lim 119MOMMINumamumcm
12 76
— — — — — — — — — — — — —
IWORINUMMOREMBRamimi
0
2
z
0
Cr
4
U
0
00
C9
ct
C;3
VS cd
ai
110,114k
�
.1 1 ,.-
*
CHANGE LOG:
Existing
GARDEN
im
New
3'PLANTER
SCALE: 1/8" = F- 011
AllIC =ILATION
1421
300 =4. 7 SF REQD.
2'UPPER'OF ATTIC.
3
2' @ EAVE LANE.
ADDITION
WE 0 OWN 0/4, 1
l9rel *IN la "
HARD -WIRED SMOKE ALARMS EQUIPPED WITH -
BATTERY BACKUP N.S.D.
VENT CLOTHES DRYER TO THE OUTSIDE. EXHAUST
DUCT SHALL BE 4" min.dia. AND E UIPPED WITH
A BACK DRAFT DAMPER. EXHAU%T DUCT LENGTH
IS LIMITED TO 14'-0" WITH 2 ELBOWS.
LOW -FLOW TOILETS (1.6 •alffiush), SHOWER HEADS
(2.5 gpm) AND FAUCETS .2 gpm.)
EXHAUST FAN 5 AC/ HR MIN
INTERIOR FINISH DRYWALL V.N.O.
2
10, EAVES/PROJECTIONS SHALL BE ONE -HOUR FIRE -RESISTIVE
CONSTRUCTION, HEAVY TIMBER OR OF NONCOMBUST113LE
MATERIALS IF THEY PROJECT INTO THE 3'0" SETBACK AREA
FROM THE PROPERTY LINE. EAVES SHALL BE 2'-0" MIN. FROM
THE PROPERTY LINES. (UBC 503.2.1 AND 705)
0
o
co
it
c Ar3
C>
z
DATE 09/29/05
3 of 4
E2
CHANGE LOG:
NEW
COMPO.SHINGLES
12 NEW
STUCCO
NEW 4/12
COMPO.SHINGLES
N11
PROP, BACK ELEVATION,
2
1000-
��iii��11! 111 1 lllli�
m
4/12
N
PROP, LEFT ELEVATION...
SCALE —1/411—ifoll
PROP, FRONT ELEVATION,
SCALE =1/4"=l'0"
NEW CLASS A
ASPHALT SH[NGrLE 0/15#
4/12 FELT o/l/2"CDX
24/0 1 PLYWD W/ 8d @ 6",
12" 0/c.
ROOF SHEATHING COMP..
ROOF RAFTERS 2XI0.
BOUNDARY
NAILING.
2XI0 BLKG, � —0-
2X12RIDGE BOARD.
18"LONGICBOAPROVED
STRIP TIE AT 32 " O.C_
71
ROOF RAFTERS WITH ICBO
99*''APPROVED HANGERS.
"i
L— 2X6 TIES AT 3 2"O.C.
"0 'C*
5-1 bd.
A 35 FRAMING ANCHOE @ 48" O.C.
48" 0' C'
----TO DOUBLE TOP PLATE.
X4 STUDS (a)16" O.C.
2
REFER TO 23 ZTC SECTION 26
FOR CONIVENCIONAL
REFER TO'-,,—
LIGHT -FRAME CONSTR 14N
CONSTRUCTION
HANDOUT D-8
FOR EXTERIOR
ROYOSQQNS,
WALL FINISH.
5/8"OxIO" ANCHOR BOLT 4! OC MAX.
X4 FOUNDATION GRADE
I
D OR PRESSURE TREATED MUDSLIDE.
3-Y2" MIN.THICK,
'SH
kDE\ 6" MI
C
ONC.SLAB.
-,-0"12" MIN.UNDISTURBED'
COMPACT
NATURAL
GRADE.
SECTION.B-B'
NOT SCALED
4/12
11
NEW
STUCCO
711
PROP. RIGHT ELEVATION.
SCALE =1/4"—lO"
APPLICABLE BUILDING STANDARDS:
L-2001 CALIFORNIA BUILDING CODE (CBC)
2.-SANTA ANA MUNICIPAL CODE (SAMC).
EXISTING WALLS.
DEMOLITION AREA.
NEW WALL.
YARD=6'250 SQ. CONST.=108Y SQ.
,ADER. GENERAL NOTES.
I -OWNER TO FILL IN BOXES AND PROVIDE 2 COPIES OF PLOT PLAN.
2.-MINIMUM 3-1/2" THICK CONCRETE SLAB WITH CONTINUOUS FOOTING .CONCRETE STRENGTH:
2500 PSI MIN.
5-16d. 3,-PROVIDE5/8" 0 x 10" ANCHOR BOLTS WITH PLATE WASHERS AM11*41MUM 2"x2"x3/16" THICK @
4" O.C. & WITHIN 12"OF
CORNERS & SPLICES, EMBEDDED 7" MIMIMUM INTO CONCRETE.
—COLUMN CAP 4.- UFER GROUND IS REQUIRED. REFER TO HANDOUT C -10.
___2X4 STUDS 16"O.C. 5.- FRAMING LUMBER: DOUGLAS FIR NO.2 OR BETTER.
6.- RIDGE RAFTERS 2" DEEPER THAN COMMON RAFTERS.
RIDGE MUST BE DESIGNED AS A LOAD BEARING MEMBER IF
ROOF PITCH IS LEES THAN 3:12,
AX4 POSTS WITH 7.-PROVIDE I lix 8" DIAL. LET IN BRACE IN EACH WALL AT CORNERS.
14D2A 8,- ALL MATERIALS: LUMBER, HARDWARE, PLYWOOD, ROOFING.
2X4 MUDSILL ETC, SHALL BE NEW AND BEAR MANUFACTURER'S OR CERTIFIED
FOOTIG/SEE DETAIL. AGENCY'S GRADEMARK.
9.- SEPARATE PERMITS REQUIRED ON ALL PLUMBLING AND
ELECTRICAL WORK. (MINIMUM ONE LIGHT SWITCH AND ONE
OUTLET REQUIRED,
10.- WHEN AN EXTERIOR DOOR IS PROVIDED, AN EXTERIOR LIGHT FIXTURE IS REQUIRED.
I I. -ALL 110 VOLT GENERAL USE OUTLETS MUST BE ON A GROUND
FAULT INTERRUPTER (GFI) PROTECTOR.
12.- ALL EXTERIOR DOORS MUST COMPLY WITH SAMC SECURITY ORDINANCE.
13. - A PROPERTY LINE MUST BE ASSUMED BETWEEN BUILDINGS ON
THE SAME SITE FOR EXTERIOR WALL AND OPENING PROTECTION
AND OVERHANG REQUIREMENTS.
11-4
ZO
Q
010 Am
E
W
cu
�4
00Ititltit
c!
O
kn
U
II
<
Z
-4
Z
cq
Un
DATE 09/29/05
SG�2
K�
�t) INDICATES BEAM # IN CALCULATIONS
PROPOSED FRM'G PLAN.
SCALE 1/41t- 11011
A
2t-04# 21-(06')'
(6)1 T
ATEAD EMUEND
CHtN
CEIVG JOIST CEIL'G JOIST
SD { �. --FLOOR PLAN.
NIS.
2'.Of#
r to
tK
)�G �JOIST
CEIL'G JOIST ';
(6) 16 d
ATEACHEND 16 d
EACH END
D-V
SECTION.
5" SLAB w #4 REBAR
@16" o/c. EACH WAY
AT MIDDLE o/c SLAB
OVER 10 MILL
VISQUEEN
SANDWICH BTWN 2"
LAYERS OF SAND
OVER COMPACED
SOIL, 9
* IN
I
rT� 3
SD-
3�
D-y
4
of
SCALE 1/4'1= ifolf
5/8" 0 x 12 AB W/ 2-1/2" SQR. x 1/4"
WASHER @ 32" o.c.
5/8" 0 x 12 AB W/ 2-1/2" SQR. x 1/4"
WASHER @ 24" o.c.
NEW FOOTING: 12" W x 18"D W/I #4 TOP & BOTTOM
YAD
rn
>1 z
sk-
6 'o
/PORNIP,
SHEAR WALL
SILL IL PER PLAN
tt #4 DOWEL W/5/8"d A.B.
5 MIN, �?a 32' O.C. �
f J `1_1 EX
O F.G
6 M VISQUEEN
SA WICH BTV4WN
OF S ND TOP
#4 16" O.C. & BUTTM__�h..-_.
CMtDDLE OF7_nv���-1 +1
Stall: U.
3" CLR.
12"
SEE DETAIL I FOR REPETITIVE iNFORMATIOG
SSTB SELECTION TABLE:
ru.i47,i
'i s NOUN
Ali
l�lf'�►�;��.��t7"c
'
NOTE:
HOLDOWN ANCHORS MUST BE TIED
IN PLACE PRIOR TO FOUNDATION
INSPECTION.
DEEPEN FOOTING AS REQUIRED
j TO OBTAIN ANCHOR EMBEDMENT
__ AND CONCRETE COVER,....
DO NOT INSTALL HTT OR MTT
HOLDOWNS RAISED OF THE MUDSILL
HOLDOWN 0 SILL IL
0W/5/8'"d A.B.
4" MIN. @ 48 ,O C. AL
K/OXXI #4 TOP & BOT. SM.. SSTB BOLT
3" CLR ALT. FOOTING
CONDITION WHEEL
SEE DETAIL I FOR REPETITIVE INFORMATION
SSTB SELECTION TABLE:
ii
"ET
l..E.Z•13.:.T�i�las..•.:J_•L-�.
+
���b�J•�_+J��1�• !�.
jai . i
E4�.:�������."•����
NOTE:
HOLDOWN ANCHORS MUST BE TIED
IN PLACE PRIOR TO FOUNDATION
INSPECTION.
DEEPEN FOOTING AS REQUIRED
TO OBTAIN ANCHOR EMBEDMENT
AND CONCRETE COVER
L
W0EM
4 DOWELS (N) (Ei
24 ` Q.C. ��__���
6 MILL VISQUEEN
d ;fit �" O.C.,
16 2X10ANDWICH
r
BTWN 2" ' .; , •
RIDGE (N)RR TO SLOPE
A:
PLYWD OF SAND @ TOP
2-2 X TOP PLATE
BOARD
SHE WALL& BOTTOM
PER PLAN �, COLD JOINT
, ., `'" .
(N)B.N.
4" „ #4 DOWEL
�,,,,>
HOLE FOR EPDXY
E.N.
REINFORCING INTO * "
CALIF, FRAME
p
EXISTING FOUNDATION/SLAB
C
2X CRIPPLE WALL
(E n��
� �1raswFooTING
7_j,!"i"7'77T�TTll.�"
L(
1..��,�,',e"r.'.ZZIl
3/8" PLYWD{
Y... .. r
1
• ' • •
a r� ,
q
1
1- #4
12" EXISTING FOOTING „• .{ 1 •�
. N5DOWELSx24"L,
g�
TOP & BUT.
vj DRILLED 6" INTO
.4, EPDXY GREXISTING OUNTED.
tt CLR,
OF FOOTINGS
(N)E.N.
(E) CEILING FRAME
12"
IMPSON SET HIGH STRENGTH EPDXY INTO SOLID CONCRETE:
6 MILL �/ISQUEEN A ADHESIVE SHALL BE SIMPSON SET HIGH STRENGTH EPDXY MANUFACTURED BY SIMPSON STRONG -TIE,
(N) CEILING SNAPPED PLATE
�s �p PLEASTON CALIFORNIA CBO REPORT #5274 LA CITY fdIiIt25279
SANDWICH BTWN 2'" B INSTALLATION SHAALL E IN ACCORDANCE WITH THE MANUFACTURES RECON2AE DATIONS
OF SAND TOP AND IN ACCORDANCE WITH THE ICBO REPORT.
" ALT. BEAM
3/8 PLYWD
1 OR
NYLON THE AN COMPRESSED NOT
UTTO AdBULB.THE MINIALL MUM SEETTTIN TIME SHALL
BLOWOUTMINIMEiM G HAL
---a*-
W/8 d a� 6-i2 4x SNAPPED SILL PLATE
DISTURBED DURING THIS CRITICAL SETTING TIME.
D. O O T TO OF THE CLEANED INJECT T CERAMIC
INSERT THE INIECT R I.OZZLE T HE BOTTOM EANED AND HE
6 EPDXY TO APPROX. 1/2 OF THE HOLE DEPTH WHILE SLOWLY WITH DRAWING THE NOZZLE.
INSERT THE ROD Y O BOTTOM OF HOLE, USING SLOW TWISTING MOTION,
E T H D B IIANI7 T .THE M HE H L, A
ROTATE THE ROD IN BOTH DIRECTIONS TO INSURE THAT THE EPDXY FLOWS INTO ALL VOIDS
_("1✓ AND CREVICES.
1\ / E. SPECIAL INSPECTION (REGISTERED DEPUTY IlxISpECTION NEED NOT BE PROVIDED.
A
DOUBLE TOP PLATE
`
�
END WALL
HEADER PER PLAN
- 4X6 BLOCKING (}a, STRAP,
EDGE NAIL WALL SHT'G
TO BLOCKING OR NAIL
/�
. . •
, .
STRAP OVER SHEETING
IF✓N/r ALT, CONDITION
SIMPSON CS 16 STRAP x 4'-0"
TRIMMER PER PLAN
FULLY NAIL STRAP W/ 16d
4
KING STUD PER PLAN
SINKERS OR 10d COMMON
NAILS OVER PLYWD
SHEAR MAT'L SEE PLAN
STUDS
1. SIMPSON ST22 @ 48" O.C.
BALANCE OF STRAP
_,----
2'-0" STRAP OVER WALL
2. 2x RAFTERS (SEE PLAN)
3. FLUSH RIDGE BOARD
UNSUPPORTED EDGES TO BE BLOCKED W/ FLAT 2x4
E.N. CALLED FOR ON PLAN, B.N. PLY TO BLOCKING
EDGE NAILING (E.N,)
0 NAILING (B.N.)
G) FIELD NAILING (F.N,) 12" @ RF ANF FLR.
STAGGERED SHEETING
SHEETING LAYOUT
13
0
PLYWD2. ROOF SHTG.
• ! NAILS i !
4. BOUNDRY NAIL
5. D
s ♦ • t o
FROMBELOW
2XBLK'S W13-8dc
A35-"PLATE NAILING.,,, RR shts and 2-16d toe nail
into top PL
E.N. (N) 2x R.R.
(E) E (N) CRIPPLE WALL,
E,N.
PS O N, PLYWD
2 2 SHEAR
N ER - — ='=, .. — (N) B.M.
ST12
(E) CELL'G (E} 2xBLK'G 48" o.c,
IS'T. W/3 -'bd
&t+ 3/8" PLYWOOD GUSSET
W/6 - 16d
e a a a s e TOR.R&C,J.
4- 89t---• - 14
BM PER STG 236 TO BE
,,.., . t r.ea,r..•a
M
PLYWD
- SBEAR WALL
PER PLANT
a.,.1M
0
1 2tt
1- #4 1
TOP & BOT.
3" CLR..
1 2#1
--(D—
16 d AT 6"MAX, 4'-0" MIN.LAP
8-16d NAILS
OF WALL_ _ /SPLICE OVER STUD,
A. ADHESIVE SHALL BE SIMPSON EPDXY -TIE SET EPDXY MANUFACTURED BY SIMPSON
STRONG -TIE, INC, PLEASANTON, CA, (ICBO #5279)
B. INSTALLATION SHALT. BE IN ACCORDANCE WITH THE MANUFAC`IURER"S RECOMMENDATIONS AND
IN ACCORDANCE WITH THE ICBO REPORT.
C. THE INSTALLATION HOLE SHALL BE CLEANED OUT WITH A NYLON BRUSH AND COMPRESSED AIR
OR A BLOWOUT BULB. THE MINIMUM SETTING TIME SHALL BE 16 HOURS. THE ANCHOR IS NOT TO
BE DISTURBED DURING THIS SETTING TIME.
D. INSERT THE INJECTOR NOZZLE TO THE BOTTOM OF THE CLEANED HOLE AND INJECT THE
SET EPDXY TO APPROX. 1/2 OF THE HOLE DEPTH WHILE SLOWLY WITHDRAWING THE
NOZZLE, INSERT THE ROD BY HAND TO THE BOTTOM OF THE HOLE, USING A SLOW TWISTING
MOTION. ROTATE THE ROD IN BOTH DIRECTIONS TO INSURE THAT THE EPDXY FLOWS INTO ALL
VOIDS AND CREVICES,
E. INSTALLER TO LOCATE & KEEP A MINIMUM OF V CLEAR OF POST TENSION CABLES, IF OCCURS.
E THE OWNER SHALL RETAIN A SPECIAL INSPECTOR (REGISTERED DEPUTY INSPECTOR). THE
C F REGISTRATION OR LICENSE ISSUE BY THE
INSPECTOR SHALL HAVE A VALID CERTIFICATE O REGISTRA ICENS D
BUILDING OFFICIAL. THE INSPECTOR SHALL OBSERVE THE WORK OF THE CONTRACTOR DURING
THE INSTALLATION OF THE CHEMICAL ANCHORS FOR CONFORMATION WITH THE APPLICABLE ICBO
REPORT, THE MANUFACTURER'S RECOMMENDATIONS, AND THE APPLICABLE WORKMANSHIP
PROVISIONS OF THE BUILDING CODE. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION
REPORTS TO THE BUILDING OFFICIAL, ARCHITECT AND STRUCTURAL ENGINEER, ALL
DISCREPANCIES IN THE WORK SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE
CONTRACTOR FOR CORRECTION, THEN IF UNCORRECTED, TO THE BUILDING OFFICIAL,
ARCHITECT, AND STRUCTURAL ENGINEER, THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL
SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE
BEST OF THE INSPECTOR'S KNOWLEDGE, IN CONFORMANCE WITH THE APPROVED CONSTRUCTION
S PROVISIONS OF G CODE TO T
DOCUMENTS AND THE APPLICABLE WORKMANSHIP ROVI I THE BUILDING HE
BUILDING OFFICIAL, ARCHITECT, AND STRUCTURAL ENGINEER. INSPECTION OF WORK BY
SPECIAL INSPECTOR SHALL NOT RELIEVE THE CONTRACTOR OF ANY INSPECTIONS BY THE
BUILDING OFFICIAL.
THREADED ROD W/ — BEND @ EMBEDMENT LINE AFTER RESIN
SIMPSON EOPXY-TIE ET/SET 4 SETS A MIN, OF 16 HOURS.
MIN. EDGE (NO BEND REQ'D WHEN INSTALLING
DISTANCE% 12 IN CENTER OF FOOTING)
/ z 2
1�4"r THREADED ROD (A301 STEEL)
COLD JOINT @
TWO POUR SYSTEM
HD ORIG,
SPECIFIED
REPLACEMENT
HOLD DOWN
THREADED
ROD DIA.
DRILL BIT
DIAMETER
EMBEDMENT
LENTIL (1!2
ALOW.
LOADS
MPAHD
HTT22
5/81,
3/4"
12"
3953#
HPAHD22
HTT22
5/81"
3/4"
12"
3953#
HTT22
HTT22
5/8"
3/4"
12"
3787#
HD2A
HTT22
5/8"
3/4"
12"
3953#
HD5A
HTT22
5/8"
3/4"
12"
3953#
HD6A
HD6A
7/8"
1"
12""
5100#
HD8A
HDBA
7/8"
1"
15"
7460#
HDIOA
HDIOA
V
11/8"
"
151
9540#
EDGE NAIL (EN. SHEAR (
I
I
I
----- ---IT - -
ir II
PANEL TO UPPER TOP PLT.
V11,
SEESHEAR
3-16d ENDHEADS
WALL INDICATED
i
i i t i
NAILS.PLAN.
BY O ON PLAN - REFER
I
FIELD NAILTO
SHEAR WALL SCHED:
i I
PROVIDE SOLID FIRE
I
i I I
(�
TRIMMER WHERE
OCCURS
'�
BLKS. WHERE WALLS
KING STUD OR POST PLAN.
I
!
2-16d END 2X SIL
=
EXCEED 1010" HIGH
*AT ALL CEILINGX
EDGE NAIL (EN.) SHEAR
I
I i i
NAILS.
PANEL TO POST.
i
} i
SOFFIT LINES,
X4 STUD AND TRIMMER
POST SHOWN WITH STRAP
i I I t i
MIN. AT DAMES
I i i
-d T.N. EA, SIDE
EDGE NAIL (E.N.) SHEAR
I I I t11
_ --ri_ ...u__fix
STUD TO PLATE.
PANEL TO BOTTOM PLATE.
"MIN.
_,f'' HD SHOWN. INSTALL ON 4-1/2"M1N.9"MAX
FROM SILL END.
EMBEDMENT.
2X4 PRESSURE TREATED SILL KING STUD OR POST W/
PLATE w/ ANCHOR BOLTS EDGE NAILING. BOLT
PER FDN. PLAN. FOR HOLDOWN TO BE
INBOUND OF POST U.N.O.
ON PLAN.
SHEAR WALL SCHEDULE 1999 LABC
MAU
WALL TYPE
A35
SPACING
SILL BOLTING
FIRSTFLOOR
WALLS
SILL NAILING
AT UPPER STORIES
3/8 STRUCT I PLYWD W/ 8d 6" O.C. AT ALL EDGES V ALLOW = 210 #/FT
2411
5/8" @ 48" O.C.
16d @ 8- O.C.
3/8 STRUCT 1 PLYWD W/ 8d 4" O.C. AT ALL EDGES V ALLOW = 320 #/FT
I8°i
5/8" @ 48" O.C.
16d @ 4" O.C.
ZL3X
3/8 STRUCT I PLYWD W/ 8d 3" O.C. AT ALL EDGES V
SILL, 3X STUDS VERTICAL JOINTS ALLOW = 410 #/FT
STRUCTURAL INSP CTION REQ'D,
12"
5/8" @ 32" O.C,
SIMP. SDS
1/4"X6-SCREWS @ 6"" O.C,
3/8 STRUCT I PLYWD W/ 8d 2" O.C. AT ALL EDGES V
3X SILL, 3X STUDS @ VERTICAL JOINTS ALLOW = 550 #/FT
STRUCTURAL INSPECTION REQ'D,
9«t
3/4" @ 32" O.C.
SIMP. SDS
1/4"X6-SCREWS @ 5" C+;C.
A15/32
STRUCT I PLYWD W/ 10d @ 2" O.C. AT ALL EDGES V
SILL, 3X STUDS � VERTICAE JOINTS ALLOW = 650 #/FT
STRUCTURAL INSP CTION REND:
$'"
3/4" @ 24" O.C.
SIMP. SDS
1/4"X6»SCREWS @ 4" O,C:
NOTES:
I
ALL EDGES OF PLYWOOD SHEAR
�
NAIL SPACING ALONG INTERMEDIATE SUPPORTS
ALL A.B.'S TO HAVE MIN. 7" EMBEDMENT,
WALLS MUST BE BLOCKED WITH
(FOLD NAI,LL1:2) " O C
7 BOLT DIAMETER END DISTANCE, PLATE
WASHERS PER TABLE BELOW
MIN. 2X SOLID BLOCKING,
ALL INTERIOR NON BEARING & NON SHEAR-
THERE SHALL BE A MIN, OF 2
WALLS MAY BE ATTACHED TO CONCRETE SLAB
BOLTS PER PIECE WITH ONE BOLT LOCATED
32
FRAMING AT ADJOINING PANEL
WITH 5/8" X10" A.B. @ 48"
WITHIN 12" OF EACH END OF EACH PIECE
EDGES SHALL BE 3-INCH NOMINAL
OR WIDER &NAILS SHALL BE
U
STUDS SHALL BE SPACED MAXIMUM OF 16" O.C.
BOLT WASHER
OR WIDER & NAILS
WALLS WITHIN V ALLOW > 300#/FT
5/8" DIA. 2.1/2 X 2-1/2 X 1/4
3/4" DIA, 2-3/4 X 2-3/4 X 5/16
WHERE PLYWOOD IS APPLIED ON
U E S1&t&1J1RAL MUAV&TION
7/8" DI& 3 X3 X 3/8
X 3/8
V DIA, 3.1/2 X 3-1/2
BOTH FACES OF A WALL AND NAIL
8
LENGTHS SHOWN ON THE PLANS ARE MINIMUM
SPACING IS IS LESS THAN 6 INCHES
SIDE, PANEL
LENGTHS
1
ALL CONTINUOUS EXTERIOR FOOTING TO
ON CENTER ON EITHER
JOINTS SHALL BE OFFSET TO FALL
j
PROVIDE 3X P.T. SILL PLATES FOR SILLS THAT
HAVE 5/8" X 10" A.B.'S @ 48" O,C. UNLESS
ON DIFFERENT FRAMING MEMBERS
&
REST ON CONCRETE OR MASONRY
NOTED OTHERWISE
OR FRAMING SHALL BE 3-INCH
NOMINAL OR THICKER AND
10
PLYWD. BOUNDARY & EDGE NAILING SHALL
A NAILS IQ BE 1 M9� 1 ML
NAILS ON EACH SIDE SHALL BE
HAVE 1/2" EDGE DISTANCE
STAGGERED. A35, SILL NAILING
ALL BOLT HOLES BE
AND A.B. SHOULD BE DOUBLE,
1 I
USE STAGGERED NAILS WHERE NAIL SPACING IS
2 .
DRILLED 1" MIN. TO 1/16"3"
MAX. OVERSIZE
OR LESS
9
SIMPSON EPDXY -TIE EPDXY,
INTALLED W/ INJECTOR TOOL
NOTE:
SPECIAL INSPECTION REQUIRED
NOTE:
W/ OR W/O COLD JOINT F'C = 2500psi (MIN.)
(ICBO REPORT #4514)
RAFTER
2. PLYWD ROOF SHTG.
3. • r ! i •
i. BOUNDRY L
!' EN
s f «
FROM BELOW
)TTION
"411D
NAILING SCHEDULE
Common or Box nails shall be used except where otherwise stated:
I , Sole Plate to be joist or blocking, face nail 16d at 16" o.c.
At braced panels 3-16d per 16"
2. Studs to sole/top plate 4-8d, toe -nail or 2-16d, end nail
Double studs, or built-up corners, faco-nail 16d at 24" o,c.
3, Top Plate doubled typical face -nail 16d at 16" o.c.
Lap splice of doubled plate &Id
Laps and intersections face -nail 16d at 16" along ea. Edge
4. Joists (ceiling of floor) to girder or sill, toe -nail 3-8d
Bridge to joist, too -nail each end 2-8d
Rim joist to top plate, toe -nail 8d at 6" o.c.
Ceiling joists, laps over partitions, face -nail 3.16d
5. Rafter to plate or ridge 3-16d
6. Wood Structural Panels: veneer plywood, composite panels,
and Oriented Stand Board {OSB)
Subfloor, roof & wall sheathing (to flaming):
Nailed 6" o.c at edge, 12" o.c. @ intermediate members.
1/2": 6d common or deformed shank
19/32" - 3"4": g8d common or 6d deformed shank
7/8" - V: 8d comon or deformed shank
1 1/8" -1 1/4": 8d eomon or IOd deformed shank
•
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" e Framing
Ian. Typ.
1z
t
1. rouble Top Plates
1. Simpson 'ST22 Q 48` o.c,
1. (1)Simpson TS 12 0 Typ• � •
1. f bi Top; Piste 2. 2x Ratters (See Plan)
Rafter To MSB 2. Simpson A35 Ea. Leg.
See Pla0 3. Mush Ridge Sm {fir Board � � � ,
2. Simpson; ST6224 (2)Simpson TS 18 t 3. 4x Mlin, lip Beare
4. Ridge Bm {See Pianl Hip Sm To Post
rn 3. Top Platte Break 5. Mangers M Flush Ridge Bm
4. Db1 Studs Condition 2. Flip Sm (See Plan}
U.N.O.
a U.N.O.
See Plan For
f
��
Owing Condition � � � �� �, :;.�., �, � � „ � 4
EQ. EQ. EC. Ei. U:ht.4.
..'
3 1 i sf.
h ',jr, E(/`►: F 4
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a r •' f • • • s • « e '
z
2 Top of Post A
2 3 f yyy
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3
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ELEVATION
OP0
y 9�II E
' 9
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05
10
SlERED Pl?nr-
1/0
All 2y � vo p �.
I ORNIP z
IF
I
t: 1. Shear Wait Edge Nailing
1. Simp.ST 6236, UNO G t, - � 1, dimension Per Plan 2. Dbl.Top Plated
Alt. MST1 48 at Dbl. TJIJPSL/LVL
2. See Pian for Br . Condition. 2. Max. Notch Per Plan 3. Simpson CS1,6 +
9 0 Ea. Canner
1. Beam/Header sllt3 plan 3. Drop Seam, or Dbl Jst: .3. Seam Per Plan
+�. 2x Blocking
2. Simpson ST6216 0 Side' 4. Flush Ream, or nhi Jst. j. `` 4. 2x Rafter wiSlope Per plan
3. King Post Per elan --
EC, EQ. 5. Plywd. Shlp w/E.N 5. Portion of Sm. to be Notched
(To Each Joist When Dbi F/J) To Match Rafter Slops
5
3 �
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2
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as
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1111!1�►.•r
MANDATORY MEASURES CHECKLIST: RESIDENTIAL MF-1 R
Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used.
Items Marked with on asterisk * may be superseded b more ri p pp
Y Pe y st agent compliance requirements listed on the Certificate of
Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties
as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents
or on this checklist only.
Instructions: Check or initial applicable boxes when completed or enter N/A if not Applicable,
DESCRIPTION
DESIGNER
ENFORCEMENT
Building Envelope Measures:
* 150(a): Minimum R-19 Ceiling insulation.
X
150(b): Loose fill insulation manufacturer's labeled R-Volue.
X
c 150(c): Minimum R-13 Wall insulation in wood framed walls or equivalent U-factor in metal frame walls
(does not apply to exterior mass walls).
X
* 150(d): Minimum R-13 raised floor insulation in framed floors.
X
150(1) : Slab edge insulation - water absorption rate no greater than 0.3 X, water vapor transmission rate
no greater than 2.0 perm/inch.
N/A
118: Insulation specified or installed meets insulation quality standards. indicate type and form.
X
116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls.
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field -fabricated) have label with certified U-foctor, certified Solar Heat
Gain Coefficient (SHGC), and infiltration certification.
3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed.
X
150(g): Vapor barriers mandatory in Climate Zone 14 and 16 only.
N/A
150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards.
N/A
150(e): Installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplace have:
a. Closeable metal or glass door
b. outside air intake with damper and control
c. Flue damper and control
2. No continuous burning gas pilot lights allowed.
X
Space Conditioning, Water Heating and Plumbing System Measures:
100-113: HVAC equipment, water heaters, showerheods and faucets certified by the Commission.
X
150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA.
X
150(i): Setback thermostat on all applicable heating and/or cooling systems.
X
1500): Pipe and tank insulation
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with
insulation having an installed thermal resistance of R-12 or greater.
2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) .
3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R-16 combined internal/external insulation.
4. All buried or exposed piping insulated in recirculating sections of hot water system.
5. Cooling system piping below 55 degrees insulated.
6. Piping insulated between heating source and indirect hot water tank.
X
* 150(m): Ducts and fans
1. All ducts and plenums installed, sealed and insulated, to meet the requirements of the 1998 CMC section
601, 603, and 604 and standards 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed
entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant
or other duct closure system that meets the applicable re q irements of UL181, UL181A, or U1181B .
If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either
mesh or to shall be used. Building com ies shall not be used for conveying conditioned air. Joints and
seams of duct systems and their components shall not be sealed with cloth back rubber addhesive duct
tapes unless such tape is used in combination with mastic and drowbands.
2. Exhaust fan systems have backdraft or automatic dampers.
3. Gravity, ventilating tams serving conditioned space have either automatic or readily accessible,
manually operated
ompers.
X
114: Pool and Spa Heating Systems and Equipment.
1. System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot light.
2. System is installed with:
a. At least 36" of pipe between filter and heater for future solar heating.
b. Cover for outdoor pools or outdoor spas.
3. Pool system has directional inlets and a circulation pump time switch.
N/A
115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot <150 Btu/hr)
X
Lighting Measures:
150(k)l.: Luminaries for general lighting in kitchens shall have lamps with an efficacy of 40
lumens/watt or greater for general lighting in kitchens. This general lighting shall be
controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.
X
150(k)2.: Rooms with a shower or bathtub must have either at least one luminoire with lamps with an
efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to
this requirement allowed in Sec 150(k)2; and recessed ceiling fixtures are IC (insulation cover) approved.
X
c14.8 General Requirements
05.8.1 Notes to be placed on the plans:
c16.8.1.1 Maintenance Information. The builder shall provide to the building owner at occupancy maintenance information for all features, materials, components, and manufactured
devices that require routine maintenance for efficient operation. Required routine maintenance actions shall be clearly stated and incorporated on a readily accessible label.
The label may be limited to identifying, by title and/or publication number, the operation and maintenance manual for that particular model and type of feature, material,
component, or manufactured device.
c17.8.1.2 After installing wall, ceiling, or floor insulation, the installer shall make available to the enforcement agency or post in a conspicuous location in the building a certificate
signed by the installer stating that the installation is consistent with the plans and specifications described in Section 10-103(o)2.A and for which the building permit was
issued and conforms with the requirements of Part 6. The certificate shall also state the manufacturer's name and material identification.
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 1 CF-1R
Project Titte,,,,,,.,,,- PROPOSED
-DELGADO
_RES
=Date.,06/03/05~1014* 59
Project Address, ... , , , , 2064 S EVERGREEN STREET rxirliixiwrx_____________________
SANTA ANA wv6.01x 1 I
Documentation Author.., Christopher S. Leighton *** I ui~ in a aril__
l
Terry Engineering
13691 Red Hltt Ave, I tan _ -Check Dat
Tustin, CA 92780 I 1
(714) 838-1124 1 Fie!d-Check/ Date I
Climate Zone,..,..,..,, 08 _____________________
Compliance Method,,,,,, MICROPAS6 v6,01 for 2001 Standards by Enercomp, Inc.
;__r -~
I MICROPAS6 v6,01- Flle-S0503890 _ Wth-CTZ08S92 _ Program -FORM CF-iR
I User#-MP0206 User -Terry Engineering Run -PROPOSED DELGADO RES I
-------------------------------------------------------------------------------
GENERAL
INFORMATION
___________________
Conditioned Floor Area,..,.
1196,54 sf
Bultding Type ..............
Single Famity Detached
Construction Type .........
Existing Ptus Addition
Bultding Front Orientation.
Front Facing 135 deg (SE)
Number of Dwelling Units,.,
1
Number of Stories,,,,....,,
1
Floor Construction Type....
Stab On Grade
Glazing Percentage,,.,,....
11.5 % of floor area
Average Glazing U-factor.,.
1.27 Btu/hr-sf-F
Average Glazing SHGC,..,.,,
0.8
Average Celting Height....,
8 ft
BUILDING SHELL INSULATION
Component
Frame Cavity Sheathing
----
TotatAssembty
Type
_______
R- - valueR-value_
__
R-value U-factor
Roof
n/a R-0 R-n/a
-_w__-
R-0 0.299 Existing Attic
Roof
n/a R-19 R-n/a
R-19 0,051 New Attic Celt
Watt
n/a R-0 R-n/a
R-0 0,386 Existing Ext W
Watt
n/a R-13 R-n/a
R-13 0,088 New Ext Watt
Door
n/a R-0 R-n/a `
R-0 0,330 Exterior Door
StabEdge
n/a R-0 R-n/a
F2=0,720 Covered
FENESTRATION
------------
Area
U-
Interior
Exterior
hang/
Orientation
____________________
<sf)
_____
Factor
______
SHGC
Shading
Shading
Fins
Window
Front
(SE)
15.0
1,280
______
0,800
---------------
Standard
--------------
Standard
-----
None
Window
Front
(SE)
18.0
1,280
0,800
Standard
Standard
None
Window
Left
< SW)
15.0
1,280
0,800
Standard
Standard
None
Window
Left
(SW)
15.0
1,280
0,800
Standard
Standard
None
Window
Right
(NE)
6.3
1.280
0,800
Standard
Standard
None
Window
Right
(NE)
6.3
1.280
0,800
Standard
Standard
None
Door
Right
(NE)
33.3
1,250
0,800
Standard
Standard
None
Window
Back
< NW)
14.6
1,280
0,800
Standard
Standard
None
CERTIFICATE 4OF_COMPLiANCEiwRESIDENTIAL
Page
_)CF-2R
Project Titte.......... PROPOSED DELGADO RES Date„ 06/03/05 M 44159
I MICROPAS6 v6,01- Fite-S0503890 Wth-CTZ08S92 _ Program -FORM CF-1R r -ri
I User#-MP0206 User -Terry Engineering Run -PROPOSED DELGADO RES I
_______________________________________________________________________________
FENESTRATION
------------
Over-
Area U- Interior Exterior hang/
Orientation (sf) Factor SHGC Shading Shading Fins
Window Left < SW) 14,6 1,280 0,800 Standard�N-��-� �T�-~� StandardNone
SLAB SURFACES
-------------
Area
Stab Type <sf)
__--__ - ------
Standard Stab 1197
HVAC SYSTEMS
------------
Refrigerant Tested ACCA
Equipment Minimum Charge and Duct Duct Duct Manual, Thermostat
__-Type-__`- __ ,__ EfficiencyAirflow LocationR------- ___
value Leakage DTyped__
Furnace 0,590 AFUE n/a Attic R-4.2 No No SetBack
RoomHP 10.00 EER No Attic R-4,2 No No SetBack
WATER HEATING SYSTEMS
---------------------
Number Tank External
In Energy Size Insutation
Tank Type Heater Type Distribution Type System Factor (got) R-value
-- ______ ________ ______ __________
Water Heater to meet minimum CEC Standards
REMARKS
.. i
CERTIFICATE OF COMPLIANCE, RESIDENTIAL Page 3 CF-1R
----------
Project Title .......... WPROPOSED �DELGADO �RES r Date. ,06/03/05 10144r59
i MICROPAS6 v6,01! Fite-S0503890 _ Wth-CTZ08S92 Program -FORM CF-IR ~ I
IUser#- _MP0206 User -Terry Engineering _ Run- _-_-__�PROPOSED DELGADO RES 1
�`_-__
COMPLIANCE STATEMENT
--------------------
This certificate of comptiance lists the buitding features and performance
specifications needed to comply with Title-24, Parts 1 and 6 of the
California Code of Regulations, and the administrative regulations to
implement them, This certificate has been signed by the individual with
overall design responsibitity, When this certificate of compliance is
submitted for a single buitding plan to be built In multiple orientations,
any shading feature that is varied is indicated in the Special Features
Modeling Assumptions section,
DESIGNER or OWNER DOCUMENTATION AUTHOR
Name,,,, - - ----_--__ Name.,,, Christopher S. Leighton
Company, MRJOSECDELGADOCompany. Terry Engineering
Address, 2064 S EVERGREEN STREET Address, 13691 Red Hill Ave,
SANTA ANA CA 92707 Tustin, CA 92780
Phone... (714) 540-2056 Phone... < 714) 838-1124
License, -------------------------
S I gned -- _________________ _ _ Signed„ _ __
)date) _ <date
ENFORCEMENT AGENCY
Name,,,,
Titte,,,
Agency- . _______TG 0 ___
Phone..,
Signed- ___ ------
< date)
i
UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL
OBTAIN CF-6R FORMS FROM THE CALIFORNIA ENERGY
COMMISSION ATr www, energy. ca, gov/titte24
(CLICK TO FIND RESIDENTIAL COMPLIANCE FORMS)
THESE FORMS SHALL BE COMPLETED, SIGNED AND POSTED
ON THE JOB SITE FOR THE PERUSAL OF THE INSPECTOR
PRIOR TO FINAL INSPECTION,
I
No. 17014
* Exp.t-_ems *
F CAL.
0
LLJ
tZ
ck� <
LLJ
V)
iy
� O
O I.
V' <
N Z
Q
n �-
Date:
06-06-2005
Scats:
AS NOTED
Drawn:
CL
Checked:
JT
Plot irate:
06-06-2005
Job rta:
050389
sheet:
T- 24