HomeMy WebLinkAbout10150438.pdf1128 S. ARAM A
r-/-%HO DR.
SANTA ANA, CA 92704.
Al PROJECT DATA,GENERAL NOTES, SITE & ROOF PLANS.
A2 FLOOR PLAN.
A3 ROOF FRAMING AND FOUNDATION PLANS
A4 ELEVATIONS AND SECTIONS.
DT1 DETAILS
T24 TITLE 24
ZONE: R-1 SANTA ANA, CA92704
APN: 109-675-14
LOT SITE: 6960.00 S.F
BUILDING SITE:
EXISTING LIVING=
1243.00 S.F
NEW ROOM ADDITION=
728.00 S.F
TOTAL NEW LIVING AREA=
1971.00 S,F
OPEN PATIO=
238.00 S.F
EXISTING GARAGE=
420.00 S.F
NEW LOT COVERAGE AREA=
2629.00 S.F
NEW LOT COVERAGE PERCENTAGE=
37.8 %
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THIS PROJECT SHALL COMPLY WITH THE 2001 EDITION OF THE CALIFORNIA, BUILDING CODE (TITLE 24), WHICH ADOPTS THE 1997 UBC, 2000 UMC,
2000 UPC AND THE 1999 NEC CODE UPDATE.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT JOB BEFORE COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER,
DIMENSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION
OF ENGINEER AND RESOLVED BEFORE PROCEDING WITH THE WORK.
DRAWINGS REPRESENT FINISH STRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION INCLUDING
BUT NOT LIMITED TO SHORING AND TEMPORARY BRACING.
DO NOT SCALE DIMENSIONS. USE WRITTEN DIMENSIONS OR WHERE NO DIMENSION IS PROVIDED, CONSULT THE ENGINEER FOR CLARIFICATION
BEFORE PROCEDING WITH THE WORK.
CEILING LIGHTING FIXTURES, ON CEILINGS SHALL BE LABELED I.C. TYPE. THE ELECTRICAL OUTLETS IN BATHROOM OVER THE COUNTER
SPACES WITHIN 6 FEET OF THE SINK PROTECTED WITH A GROUND FAULT INTERRUPTER (GFI).
CONCRETE
A. REINFORCING STEEL: ASTM A615, GRADE #60. #4 AND SMALLER, GRADE #40.
B. CONCRETE: NORMAL WEIGHT WITH COMPRESSIVE STRENGTH OF 250OPSI AT 28 DAYS.
C. FOR STEM WALLS LONGER THAN 24", PROVIDE #4 VERTICAL BARS 0 24" OC.
D. (N) SLAB -- 3 1/2 " CONIC W/ 6x6 10/10 WIRE MESH.
STEEL
A. SHAPED AND PLATE: ASTM A36, TUBE: ASTM A500, GRADE B.
B. BOLTS: ASTM A307.
WOOD
A. FRAMING MEMBERS: DOUGLAS FIR LARCH
B. COLUMNS, BEAMS, HEADERS, AND PLATES: NO. 1
C. STUDS, JOISTS, RAFTERS, BLOCKINGS: NO. 2
D. WALL SILLS, NAILERS, AND LEDGERS IN CONTACT WITH CONCRETE: PRESERVATIVE
TREATED DOUGLAS FIR yj
E. FRAMING CONNECTION HARDWARE: AS MANUFACTURED BY SIMPSON STRONGTIE CO..
OR APPROVED EQUIVALENTS. SIMPSON DESIGNATIONS USED. USE NAILS PER ICBO
APPROVAL AND AS RECOMMENDED BY SIMPSON FOR EACH DEVICE.
F. COMMON NAILS, UNLESS OTHERWISE NOTED. ALL NAILING TO BE PER UBC TABLE
23-11—B-1, UNLESS OTHERWISE NOTED.
EXPOSED TO WEATHER
A. ALL EXPOSED STEEL MEMBERS SHALL BE COATED WITH A ZINC RICH PRIMER.
B. ALL EXTERIOR HANGERS AND OTHER SIMPSON TYPE PRODUCTS SHALL BE GALVANIZED,
C. ALL PLYWOOD SHALL BE OF AN EXP, 1 GRADE. /
ELECTRICAL
A. NEW OUTLETS IN THE BATHROOM SHALL BE GFI RATED AND ON A DEDICATED 20AMP CIRCUIT.
B. BATTERY OPERATED SMOKE DETECTOR SHALL BE REQUIRED IN ALL (E) BEDROOMS AND HALLWAY. POWERED SMOKE DETECTOR W/ BATTERY
BACKUP SHALL BE REQUIRED IN THE (N) BEDROOMS & HALLWAY.
C. BEDROOM BRANCH CIRCUITS WILL BE ARC FAULT CIRCUIT PROTECTED.
APPLIANCES
1. F.A.U.: EXISTING 80,000Btu UNIT.
2. WATER HEATER: EXISTING 40GAL UNIT.
3. SERVICE PANELS: EXISTING 100AMP UNIT,
GLAZING
A. GLAZING FOR WINDOWS AND SLIDING DOORS SHALL BE CLEAR DOUBLE GLAZING, MULTIPLE —PANES, WITH "U" FACTOR OF 0.40 MAX,
AND SHGC OF 0.35 MAX.
B. GLAZING FOR BATHROOMS' WINDOWS SHALL BE OBSCURED.
C. ALL GLAZING IN HAZARDOUS LOCATIONS MUST BE IDENTIFIED BY A PERMANENT LABEL AS SAFETE GLAZING. GLAZING IN ALL DOORS, GLAZING
IN BATH AND SHOWER ENCLOSURES, ALL GLAZING WITHING 24" ARC OF A DOOR EDGE, PANELS OVER 9 SQUARE FEET HAVING THE LOWEST EDGE
LESS THAN 18" ABOVE THE FINISHED FLOOR AND HAVING A TOP EDGE GREATER THAN 36" ABOVE THE FLOOR, AND ALL GLAZING IN GUARDRAILS
ARE LOCATIONS CONSIDERED HAZARDOUS PER SECTION 2406 OF THE CBC 2001 EDITIOIN.
FRAMING
A. BLOCKINGS ARE REQUIRED AT ALL SHEARWALL PANEL EDGES.
B. CONSTRUCT OF PLYWOOD SHEARWALL SHALL BE WITH COMMON NAILS ONLY.
C. HOLDDOWN BOLT HOLES AT EACH END OF THE PLYWOOD SHEARWALLS SHALL HAVE TOLERANCE OF NO MORE THAN 1 /16 ".
D. ALL POSTS WITH HOLDDOWNS OR UPLIFT STRAPS SHALL HAVE CONTINUOUS EDGE NAILING.
E. ALL ANCHOR BOLTS SHALL BE ATTACHED TO THE SILL PLATE WITH 2"x2"x3/16" STEEL PLATE WASHERS.
F. VERTICAL PLYWOOD SHEATHING: SEE SCHEDULE.
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(E) LIVING ROOM
-
PROP. OPEN PATIO
238 S.F
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PROPOSED ADDITION
728 S,F
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K"'00F PLAN --ltdimkl�
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Ar
(E) GARAGE
SITE PLAN NOTES
[D(E) 22 X30" ACC. OPNG IN THE ATTIC, W/ 30" HEADROOM
ff](N) W/H (50 GLS.)
®(N) 200 AMP. SERVICE PANEL, LOCATION WILL BE DETERMINED BY EDITION.
® (E) W/H (40 GLS.) WILL BE REMOVED.
REVISIONS DATE
REVISION #1 07/31/05
vrHome
LICENSE # C 57550
10151 DEWEY DR.
GARDEN GROVE, CA 92840
TEL: (714) 2514537
p
Ct� lYt i�
tu
OF
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH
THE RULES, REGULATIONS AND ORDINANCES OF THE STATE
OF CALIFORMA RELATING TO STRUCTURES AND BUILDINGS.
PROJECT ADDRESS-,
SYLVIA VUONG
1128 ARAPAHO DR,
SANTA ANA, CA92704
DRAWN BY: TRUNG LE
DATE: 05/22/05
CHECKED BY: BEN PHAN
DATE: 06/30/05
FILE NAME:
SHEET TITLE:
Nuft v
r jeData, General
Notes ite & Roof
Plans
SHEET NO.: _ OF _ SHEETS
FLOOR PLAN NOTES
NEW WALL
riirsi!
F!
Ii AMP. SERVICE PANEL;• ! DETERMINED BY EDITION.
F REMOVED WINDOWS FILL-IN WALL��►�`�
R ATTIC ACCESS ! ` ! HEADROOM.
1 ATTIC ACCESS i.. 1HEADROOM.
200 AMP. SERVICE PANEL,i DETERMINED BY EDITION.
CONDENSO
WATER HEATER WILL BE
REMOVED.
R.
Window Schedule
4'X41 Slidling Window, Glass, Dual Glaze
3'Xl'Sfiding Window, Glass, Dual Glaze, Obscured
Window,A -
5'X4'Sliding Window, Glass, Dual Glaze
Door Schedule
24" x 80" Door
4
30" x 80" Door
2
E L E C T IK" I C" A L L EG" E 2142 D
*Ceiling incandescent $ Switch
- Wall Incandescent 3 3 Way Switch
�}F Clg Ex-0Fan ( Air Changes/Hour)
120 Volt Duplex Outlet
=& Weather Proof Outlet
Adppw
wF/GFI
=& Ground Fault Interrupter Outlet
GFI
@SD Wired Smoke Detector w/ Batt.
REVISIONS
DATE
REVISION #1
07/31/05
mmolL Hols 11
V p
LICENSE # C 57550
10151 DEWEY DR.
GARDEN GROVE, CA 92840
TEL: (714) 2514537
�40�_Essloly
tl < .
w° ri Pco m'
O � 0
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH
THE RULES, REGULATIONS AND ORDINANCES OF THE STATE
OF CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
PROJECO"'T ,ADDRESS
SYLVIA VUONG
1128 Arapaho Dr.
Santa Ana, CA92704
DRAWN BY: TRUNG LE
DATE: 05/22/05
CHECKED BY: BEN PHAN
DATE: 06/30/05
FILE NAME:
SHEET TITLE:
Proposed Floor Plea
SHEET NO.: OF SHEETS
Jm
/mx2
Nailing Schedule
Nailing Schedule
CONNECTION N"MLiN
CONNECTION
NAILING
1.
Joist to sill or girder, toe nail 3-8d
26.
2" (51mmplanks
2-16d at each bearing
2.
Bridging to joist, toenail each end 2-8d
26.
Wood structural panels and ftticleboard
3.
1" x 6" 25mm x 152mm subfloor or less to each joist, face nail 2-8d
Subfloor and wall sheathing (to framing):
4,
Wider than 1" x 6" (25mm x 152mm subfloor or less to each joist, face nail 3-8d
1/21' (12.7mm) and less
6d
S.
2" (61 mm subfloor to joist or girder, blind and face nail 2-16d
19/32" - 3/4"° (15mm -19mm)
8d4or 6 3
6.
Sole plate to joist or blocking, typical face nail- 16d at 16" 406mm OC.
7/8" - V (22mm - 25mm)
3
Sole plate to joist or blocking, at braced wall panels 3-16d per 16"' 406mm
1 1/8" -1 114' (29mm - 32mm)
10d or 8
7.
Top late to stud, end nail 2-16d
Combination subfloor-undedayment (to framing):
8.
Stud to sole plate 4-8d, toenail or 2-16d, end nail
3/4" (19mm) and less
6ds.
9.
Double studs, face nail 16d at 24" 610mm OC.
7/8" -1" (22mm - 25mm)
8d
10.
Doubled top plates, typical face nail 16d at 16" (406mml OC.
1 1/8" -1 1/4' (29mm - 32mm)
10d or8d
Double top plates, laE splice 8-16d
27,
Panel siding (to framing):
11.
Blocking between joists or rafters to top plate, toenail 3-8d
1/2" (12.7mm) or less
6ds
12.
Rim joist to top plate, toenail 8d at 6" 152mm OC.
618" (16mm)
8d
13.
Top plates,laps and intersections face nail 2-16d
28.
Fiberboard sheathing:
14.
Continuous header, two Rieces 16d at 16'406mm OC. along each edge
1/2" (12.7mm)
15.
Coiling `gists to plate, toenail 3-8d
1/2"° 12.7mm
6d4
16.
Continuous headerto stud, toenail 4-8d
1/2" (12.7mm)
17.
Ceilin joists, laps over partitions, face nail 3-16d
25/32" (20mm)
18,
Ceiling joists to parallel rafters face nail 3-16d
26/32" (20mm)
8d4
19.
Rafter to plate, toenail 3-8d
25/32" (20mm)
No. 16 ga s
20.
1" 25mm brace to each stud and plate, face nail 2-8d
29.
Interior paneling:
21.
1" x 8" (25mm x 203mm sheathing or less to each bearing, face nail 2-8d
1/41' (6.4mm)
4di°
22.
Wider than 1" x 6' 25mm x 203mm sheathing to each bearing, face nail 3-8d
3/8" (9.5mm)
6d 1
23.
Built-up comer studs 16d at 24" 610mm OC.
24.
Built-up girder and beams 20D at 32" (813mm OC, at to
and bottom and staggered 2-20d at ends and at each splice
I
AZU01C4
SHEAR WALL SCHEDULE
PANEL
NEAR
EDGE NAILING
FIELD NAILING
SILL PLATE
... � LOOK
FOUNDATION
SILL PLATE
ME
1: SILL ON
j ANCHOR BOLTS__
it
rt
CDX
Exposure 1
APA CDX
Exposure
FuUNDATION PLAN
SCALE: 1/4 0IN/
FOUNDATION
PSI .,.DAYS,
.r 0 OVER ZSAND,
# • `
r° # INTO
EPDXY,:s
DWLS T&B, . INTO
EPDXY,:#
M47OPENING.
REVISIONS
DATE
REVISION #1
07/31/05
V 'P H ON'& InAftl e
LICENSE # C 57550
10151 DEMY DR.
GARDEN GROVE, CA 92840
TEL: (714) 251453
No. 57550
XP
4
�r KyF
i HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH
THE RULES, REGULATIONS AND ORDINANCES OF THE STATE
OF CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
PR'0JECTADDRES
SYLVIA WONG
1128 Arapaho Dr.
Santa Ana, CA92704
DRAWN BY: TRU'NG LE
DATE: 05/22/05
CHECKED BY: BEN PHAN
DATE: 06/30/05
FILE NAME:
SHEET` TITLE:
f ram i ng and
Foundation Plans.
SHEET NO.: OF SHEETS
REVISIONS
DATE
REVISION #1
07/31/05
e
LICENSE # C 57550
10151 DEWEY DR.
GARDEN GROVE, CA 92840
TEL: (714) 2514537
Of SSIO
0
OF c
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH
THE RULES, REGULATIONS AND ORDINANCES OF THE STATE
OF CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
OJECT ADDREZ01131"S
SYLVIA LY VUONG
1128 ARAPAHO DR.
SANTA ANA, CA9704
DRAWN BY: TRUNG LE
DATE: 05/17/05
CHECKED BY: BEN PHAN
DATE: 06/30/05
FILE NAME:
SHEET TITLE:
Elevations ections
SHEET NO.: OF SHEETS
A4
PLYWOOD ROOF NOTE: TYPICAL RADIANT BARRIER
� SHEATHING FOR T-24 ALL NEW ROOF AREAS
1. 2 X 4 STUDS 0 16" O.C. B.N.
2. 2X P,T.D.F. PLATE WITH
7/32" DIA. x 3-1/2" SHOT 2X RR FIER PLAN MSTA24 0-48" O.C.
TOE -NAILS TO LEDGER GAGE WASHERS & FIRST —2 x RAFTER SHEATHG MIN. CLASS "B" 2X BLKG
RAFTERS W1 (2) 16d PINS 0 32" D.C. WITH 14"
NEW ROOF SHEATING, 2 PINS PLACED 6" & 10' 2 X FASCIA BN
FROM PLATE ENDS 5-16 D EA. E B.N.
(N) FLASHING 3. CONCRETE SLAB 1/2" CDX ROOF
CONT. 2X BN 4. 1/2" DRY WALL 3-10d
PLY V 1OOD SHEAR
LEDGER W( 18d t PAN I *-.L PER PLAN. 2X6 PUIRLIN (CONT.)
@12" O.0 TO
S
BLOCKING
BELOW 2X CJ BLKG LA35 9 161f O.C.
00o
Ed 11111 -20 Till
01
2X CJ Xl TOP PLATES - ---- --------- SOLID 2X BLOCKING ASS
2X4 KICKERS 2X8 R.J. @16" O.C. 49'OC 'a-16D lan
EXISTING ROOF @24" O.C. 3 T3
YP. EA. RD,
FRAMING STUCCO TYP. (zr"
TOP PLATES 04 X 4" STUDS 0 16"O.C.
CALIFORNIA ROOF DETAIL NON -BEARING INT. WALL TYP. SHEAR TRANSFER (PARALLEL) PURLIN DETAIL 0%0% EAVE DETAIL MINI RIDGE CAP
N.T.S. N.T.S. 17 N.T.S. 13 N.T.S. ur N.T.S. 00 N.T.S. 01
COMP. ASPHALT ROLL ROOFING
TYPE "A7 COLOR TO MATCH (E) COMP. ASPHALT ROLL ROOFING
TS18 EA. HIP OVER TWO #15 FELTS OVER TYPE "A" COLOR TO MATCH (E)
112" COX ROOF SHEATING, 8d OVER TWO #15 FELTS OVER
BEAM SPLICE WHERE @ 6,112, 11Z`CDX ROOF $HEATING, 8d
ST6224 OCCURS SJ B.N
6X6 K.P. BELOW 5ffx8" is" OC
4X BEAM SHIPLAPS (E) STUCCO
2x RIDGE FLASHING (E) ROOF #4 X24"L DWLS @24" 00, 6
4X BEAM A36(F) @Z1r 0 EMB INTO (E) FTG., W/
(E) WALL
EPDXY, ICBO #5279
F Io7+$'-On TOP OF HDR OL 1114:12 SLOPE
"----6X6 K.P.4X8 HDR 2X8 RR 24!'OC W/
LU 24 EA. END
2X8 FACIA 2XBLKG 4`00
Rq
I(RIDGE
PC44
----------
PC44 3/8!'DIA. X V'L LAG SCREWS
2-1/2" 0 XW J I/7DRYWALL (CLG & WALL) 2X8 LEDGER 0 16' Oc (E)3 1/2" CON. SLAB (VIF)
LAGS A
EA. END 4X4 POST EPC44
4X4 POST 2-1/2" 0 X5" Will BRACING 4X4 POST (E) WALL Wf R-1 3 (E) 12"XI2" FTG (VIF)
LAGS EA. END -J-4 (E)STUCCO INSULATION
YJL
BEAM OR PAD FTG
PER PLAN
INTERIOR HEADER DETAIL EXTERIOR HEADER DETAIL 18 KING POST DETAIL 14 HEADER 'DETAIL 1 0 LEDGER DETAIL PATIO FOOTING DETAIL 0
N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.
1— NOTCH IN PLATE d 1 NOTCH DEPTH & BORED HOLD EXISTING NEW
2— 1 3 /4" MAX IF BORED HOLE SEE TABLE BELOW.
EXCEED 1 3/4" IN 2x4 TOP
2 PLATE OR 2 3M' IN 2x6 2. STUD EXISTING <= =>
TOP PLATE, STRAP
RAP,,VS OF NEW FOUNDATION E)aS!rG FOUNDATION
LO
3" MAX PLATE W/ITEM #3 W 3. SILL PLATE FOOTING EW FOOTING =>
4. HOLE EDGE DISTANCE 5/8- #4 REBAR, 24- L
3— SIMPSON CS16xl4*' LONG MIN. i E)aSTG WAU
METAL STRAP, TYPICAL @ --ou 1 0. C MAX TIED AND
NOTE, 1/2 DEP EACH PLATE CUT W/(6)
1. 1/3 OF JOIST DEPTH MAX. 16d's @ EACH SIDE. &L EMBEDDED MIN. 8"
NOTCHED & BORED HOLES TO BE 4— PIPE WHERE OCCURS INTO E)aST`G CLEAN AND ROUGHEN
OUTER 1/3 SPAN ONLY .4
2� 2" CLEAR TO EDGE OF JOIST 3 MIN. 4 FOOTING
5— TOP PLATES/SILL PLATES —4—
MAINTAIN MIN. 6" SPACING BTWN. 4 ,e* E)aS70G CON.
NOTCHES/BORED HOLES. 3. JOIST DEPTH 0 (D6- ANCHOR BOLTS PER PLANS W/EPDXY—ICBO# SURFACE BEFORE
6 1 4. PIPE OR CONDUIT
7— LOCATE ANCHOR BOLT 5" 4_ ER-5279 PLACING NEW
5. 1/6 OF JOIST DEPTH MAX MIN. 9" MAX. AWAY FROM 2 x EMBEDMENT LENGTH A CONCRETE
5
NOTCH OR END OF PLATE + 112" VINIIM
CONCRETE SLAB
RE13AR LENGTH PER PLAN RILL 5/8- 0X8-
NOTE: BORED HOLES NOT PERMITTED 045*HOLE AND SET
7 3 IN ORE THATWO CONSECUTIVE
DOUMBLE STUDSN 45� #4024" O.0 PER PLAN
NOTE: -IF NOTCH OR HOLEXCEEDS
=Ij 50% OF TOP PLATE WIE DTH,
6. 1d4 OF JOIST PTH WITHIN USE SIMPSON ST6224,
L CATION SHOWN 6 STAGGERED 0 E/S OF PLATES.
1 -USE SIMPSON NS AS NEEDED
BORED HOLES
STUD I
SIZE
EXTERIOR &
BEALLSRING
WA
NON -
BEWAARLLSING
2x4
1 7/16"
2 1/8-
2x6
2 3/16-
3 5/16"
2-24
2 1/8'
2 1 /8"
2-2x6
3 5/161,
NOTCH DEPTH
STUD EXTERIOR & NON- DOWELS TO MATCH L_LCONT. REINF. BARS
BEARING BEARING Y
SIZE WALLS WALLS CONT.BARS IN NEW PER PLAN
2x4 7/8" 1 7/16- — •••FOOTING(EPDXY 6" 0
2x6 1 3/81, #4 REBAR 2 3/16- INTO EXIT'G. FOOTING) & BOTTOM Ti
N-i �. vex ti I vw rVIK-11VIN
NOTE: BEARING WALL STUDS CANNOT BE NOTCHED MORE THAN 25% OF THEIR WIDTH.Simpson Strong —Tie NO SPECIAL INSPECTION
HPAHD22 REQUIRED.
BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 40% OF THE STUD WIDTH,
BORE HOLES FLOOR JOIST - PIPING THRU PLASTSIMPHP
TE FRAMING 19 UD NOTCHINGIBORING LIMITS SON HOLDOWN ADH22 -A NEW FOOTING TO EXISTG Alft mv DOWEL CONNECTION
N.T.S. 23% N.T.S. N.T.S. N.T.S. I N.T.S. u I N.T.S. 03
DR PER PLAN BOTTOM I/7'DRY WALL POST BOTTOM 1/2"DRY WALL
PLATE W/ 2x STUD @ 16"O.C. PLATE W1 2x STUD @ le"O.C.
4%a'O.C. 5/8" ANCHOR 5/8" ANCHOR
X4 BLKG (ALIGN Wl HDR.) 12-16D BOLT- 71 SIMPSON BOLT_ T, 7/8" STUCCO
(EN.PLY.) SPLICE DOUBLE STRONG -TIE
PLATES ENBEDED e--, Ap R-19 BATT INSULATION HOLD DOWN ENBEDED R-19 BATT INSULATION
INTO INTO
X4 POST (CONT.) PLATE TO CONCRETE CB CONCRETE
PLATE) EDGE NAIL PLYWOOD 4THK. CONCRETE SLAB W' 41 TFIK CONCRETE SLAB W/
01 V—,A 4X4 POST
Lu PER PLAN 6x6-#1 0x#1 0 WIRE MESH 0/ Z" 6x6-#1 0x#1 0 WIRE MESH 0/ Z'
,*_40 SAND SAND
I
r--4X4 BLKG (ALIGN W1 SILL)
4X4 SILL 3:
00 (EN.PLY.) Z-
x__ X—X— x -----x -----x _A_* X
N'10 ------ x A
4
18 ENTIRE LENGTH
v
4
A
TF" BETWEEN WALLS 71
WOOD STUDS IjI%
w @ & 0. w
W 0. 46 0 1#4 REBAR TOP 44 1#4 REBAR 0- TOP &
MIN. SHEARWALL WIM MIN. SHEARWALL WIDTH 44 (N) FTG SIZE
BOTTOM 344 REBAR EACH WAY BOTTOM
PE
#4 VERT @24 O.C. AL Awd�
PER PLAN PER PLAN PER PLAN
pip i
SHEARWALL WITH OPENING DBL TOP PLATES SPLICE Ti INT. BEARING FOOTING SQUARE FOOTING in EXT. BEARING FOOTING TICFOOTING PAD
2.4 200& 16 A %08 PA 04,
N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S.
REVISIONS
DATE
REVISION #1
07/31/05
me
LICENSE # C 57550
10151 DEWEY DR.
GARDEN GROVE, CA 92840
TEL: (714) 2514537
()vSSSIO 4
P HA
K
OF
W3;,0-
1 HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH
THE RULES, REGULATIONS AND ORDINANCES OF THE STATE
OF CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
PROJECT ADDRESS
SYLVIA VLIONG
1128 ARAPAHO DR.
SANTA ANA, CA92704
DRAWN BY: TRUNG LE
DATE: 05/22/05
CHECKED BY: BEN PHAN
DATE: 06/30/05
FILE NAME:
SHEET TITLE:
Details
SHEET NO.: OF SHEETS
DT1
REVISIONS DATE
REVISION #1 07131/05
[b9",
GENERAL NOTES
1. All work shall comply with the requirements of the 2001 California Building Codes and all amendments
and local, county, state and federal regulations.
2. The Contractor is responsible for coordinating the work of all trades and shall check all dimensions and
existing conditions prior to bid and signing of contract. All discrepancies shall be called to the attention of
the Architect and Engineer and be resolved in writing before proceeding with the work
3. General notes and typical details shall apply to all parts of the job except where they are in conflict with
details and notes on other documents; the more strict condition applies subject to review by to engineer.
4. All infirmation shown on the plans relative to existing condition were carefully taken in the #aid but without
guarantee of accuracy. Where actual conditions are in conflict with the plans, they shall be reported to the
engineer so that proper changes can be made.
5. Required shop drawings shall be submitted to the eingineer and the Building Department for review.
6. Modification of structural plans and material substitutions shall not be done without written approval of the
engineer.
7. The approved plans and specifications represent the finish structure and do not include the methods of
construction. The contractor shall supevise and direct the work and shall be solely responsible for
construction methods, means, techinques, sequences and procedures including but not limited to shoring,
insurance, fencing, construction canopy, scaffolding etc. Field Observations by the engineer shall not be
considerd as inspections as required by the code.
8. Refer to the architectural plans for dimensions, openings, layout etc.
FRAMING LUMBER
1. All structural lumber shall be Douglas Fir Larch of the following miniumum grades:
a. 2x framing including plates and studs No. 2
b. 4x beams and headers up to 412 No. 2
a. Larger than 4x12 and posts No. 1
d. 6x and larger beams No. I No.0
2. Structure panels shall be Douglas fir conforming to U.S. Product Standard PS-1-95 CD with exterior glue,
and shall bear the stamp of an approved fabricator.
1 Installation of vertical and horizontal sheathing shall first be approved by the inspector prior to covering.
4. No structural member shall be out or notched unless specifically shown on approved plans.
5. Maximum moisture content of all murrfber shall be 19 %.
6. Bott holes to be nominal diameter of blot plus 1/16 inch unless rioted otherwise. Provide washers under
head an nuts of bolts and lag screws.
7. Framing connections shall be "Simpson StrongI
8. The number of nails connecting lumber shall not be less than the minimum required on UBC Table 23-1-0.
9. All nails used on structural panels shall be common nails.
10. Provide continuous edge support along top and bottom of 2x14 joists.
11, Built-up framing members shall be connected as follows:
a. 22x 16d at I Z' o.c. staggered top and bottom.
b. 3-2x SfS!' dia. M.B. at 191 o.c. staggered top and bottom.
c. 4-2)( 5/8" dia. M.B. at 18" o.c. staggered top and bottom.
12. Provide double joists under parallel partitions.
13. Provide solid blocking under all non -parallel partitions.
14. install lag bolts by drilling lead hole 65 % to 76% of shank diameter and full diameter for shank portion.
14. Use soap or other approved lubricant on threads. Installation shall be by tightening of screw not by
hammering.
16. Truss Joists shop drawings shall be provided by the supplier and submitted to the Betiding Department for
approval prior to fabrication. Shop drawings shall be stamped and wet signed by a licensed engineer.
1. All structural and miscellaneous steel shall conform to A.S.T.M. A-36 and shall be fabricated and
erected in accordance with the A.I.S.C. specifications for the design, fabrication and Erection of
structural Steel for building, latest edition.
2. Pipe collumns shall conform to A.S.T.M. A-53 grade B.
3. Tubular steel shall conform to A.S.T.M. A500 grade B.
4. Bolts shall conform to A.S.T.M. A-307 unless noted otherwise.
5. Shop drawing shall be submitted to the architect and engineer and building department for
review prior to fabrication.
6. Fabrication shall be done in the shop of licensed fabricators.
7. Used electric are process welding with E70XX electrodes.
8. All welding shall be done in the shop of licensed fabricator or provide continuous special
inspection by a resgistered Deputy inpector.
9. Where a fillet weld sysbol is used in the plans without indication of size, the minimum weld size
as specified in the A.I.S.C. Manual of steel Construction shall be used.
1 The minimum compressive strength of concrete shall be fI psi a 28 days unless
otherwise rioted.
2. Aggregates shall Conform to A.S.T.M. C33
3. Ready -mixed concrete shall be in accordance with requirements of ASTM C94,
4. Maximum slump shall be 6' unless noted otherwise.
5. Concrete shall be maintained on a moist condition a minimum of 10 days after placement.
6, Prior to placing concrete, reinforcing steel and embedded items shall well secured in proper positions.
7. Use type 11 or V cement as required against sulfate attack
REINFORCING STEEL
1. Reinforcing steel shall be deformed bars conforming to the requirements of A.S.T.M. A-615
grade 60 for bars larger than #4, gr.40 for #4 or smaller.
Welded wire fabric shall conform to A.S.T.M. A-82 and A-185. Lap 12 inches minimum.
2. Deltailing,fabrioation and erection of reinforcing bars shall conform to the latest edition of A.C.I.
3, Manual of Standard Practice for Detailing and Reinforced Concrete Structures.
4. Minimum cover foreast in place concrete shall be as follows:
a. Poured again earth 3 inches
b. Poured again form below grade 2 inches
c. Formed slabs 3/4 inch
d. Slab on grade, top cover I inch
e. Column and Beam main bars 1-1/2 inches
f, Walls exposed to weather # 6 and larger 2 inches
# 5 and smaller 1-1/2 inches
5. Bars shall be clean of rust, grease and other deleterious material that may affect bond.
6. All bend shall be made cold.
7. Lap splice length shall be 40 bars diameters minimum and shall be staggered.
8. All reinforcing bars, embeds, anchor bolts, holdowns, etc. shall be secured in place prior to placement of
concrete.
9. Code required inspections by juristdiction authority shall be made an signed off prior to placement of
concrete.
FOUNDATION
1 A soil report for the site is recommended. in lieu of a soil report, foundation have been designed
using minimun allowable soil bearing capacity of 1,000 psi.Pdor to placement of concrete
footings, a soil engineer shall inspect and certify the excavations to assure that design -soil
bearing values have been attained.
2. Foundation design is based on non -expansive soil. Soils engineer shall verify required depth,
width and reinforcement of footing if found that soil expensive so that footings are
redesigned prior to pouring of concrete foundations.
3. Compaction efforts shall attain a minimum 90 % of Maximun Dry density in accordance with
A.S.T.M. 1656 and 1557.
4, Existing foundations are assumed to be in good condition.Contractor shall notify the engineer of
any foundation with significant settlement, severe cracking or any indication of
structural failure or distress or defect.
5. The contractor shall be be responsible for shoring, fence enclosures and protection life and property
until the project is complete.
6. A diligent search shall be conducted by the soil engineer and grading or general contractor to
locate cesspools, septic tank etc, if found, proper abandonment procedure shall be conduct as
directed by the soils engineer. Abandonment and/or compaction report shall be submitted to the
City building Department and engineer report.
7. Existing footings supporting now additional loads shall be certified by the soils engineer to verify
that bearing capacity of existing soil is at least 1,000 psf. If existing soil bearing capacity is less
than 1,000 psf, the structural design engineer shall be notified immediately in writing so that
proper adjustments can be made.
FRAMING
1. Double floor joists requied under Interior walls.
2. Apply cont. line of glue to floor panels at all joists.
3.
Blokings are required at all shearwall panel edges.
4. Construct of plywood shearwall shall be with common nails only.
6. Hoiddown boll holes at each end of the plywood shearwall shall have tolerance of no more than
6. All posts With holddowns, or uplift straps shall have Continuous edge nailing.
7. All anchor bolts shall be attached to the sill plate with 2'x2x *' steel plate washers.
8. Horizontal plywood sheathing:
1. Roof Diaphragm: 1P C-D exterior APA rated *, 8d Q 6" @ panel edges.
2. Floor Diaphragm: f' C-D APA rated, T&G or blocking required all edges, 1 Od @W Q panel edges.
9. Vertical plywood sheathing: See Schedule
CERTIFICATE OF CUMPLIANCE RESIDENTIAL
(Page I of 3) OF-IR
SYLVIA LY VUONG 06/07/05
Project Tile Date
1128 ARAPAHO DR. SANTA ANA CA 92704.
Project Address
BEN PHAN (714) 2514537
Documentation Author Telephone
Package D alternate 8
Compliance Method (Package or Computer) Climate Zone
Use Only
General Information
Total Conditional Floor Area 728 111 Average Ceiling Height 81-61
Conditional Slab Floor Area ft2
Building Type: X _Single Family X Addition
(Check one or more) Multi -Family Existing -Plus -Addition
4
Front Orientation: EAST North / South / ast West / All Orientations
ast
Number of Stories: 1 Number of elling Units 1
Floor Construction Type: Slab / aised Floor (Circle one or both)
RADIANT BARRIER (required in climate zones 2,41,13-115) Required for this submittal __yes _no
BUILDING ENVELOPE INSULATION
For prescriptive compliance. Total 1I and Assembly u-F-actor are not required Tor a wood-i-rameo vvisil mat meew cavuy,
R-Value Insulation requirements for the Prescriptive Package.
Fenestration
Fenestration
# / Type
Pos.
Orientation
Area (ft 2)
Fenestration
U-Factor
Fenestration
SHGC
Exterior
Shading Aft.
Overhangs
Fins
Front
Front
Left
SOUTH
35
0.4
0.35
SHADED
Yes
Left
Rear
WEST
19
0.4
0.35
SHADED
Yes
Rear
Right
NORTH
19
0.4
0.35
SHADED
Yes
Right
Skylight
Skylight
(Pagel of 2) MF-1 R
Note:Low rise residential buildings subject to the Standards mast contain these measures regardless of the compliance approach used Items marked
with an asterisk (1) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. Wien ft checklist is
Incorporated into the permit documents, the features noted shall be considered by all parties as minimums component performance specification for
the mandatory measures whether they are shown elsewhere in the documents or on this chacklistonly.
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
S-uilding Env(qope Measures:
150 (a): Minimum R-19 coiling insulation.
X
§ 150 (b): Loose fill Insulation manufacturer's labeled R-Value.
150 (a). Minimum R-13 wall insulation in wood framed walls or equivalent LI-Factor in metal
X
frame walls (does Not apply to exterior mass wells)
*§ 150 (d): Minirrum R-13 raised floor insulation in framed floors.
150 (1): Slab edge insulation -water absorption rate no greater than 0.3 % water vapor
transmission rate no greater than 2.0 perm / Inch.
§ 118: Insulation specified or installed meets insulation quality standards. Indicate type and form.
X
§ 116-17: Fenestration Products, Exterior Doors, and Infiltration I Enfiltration Controls.
X
1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage.
2. Fenestration products (except field-fabracated) have label with certified LI-Factor, certified
Solar Heal: Gain Coefficient (SHGC), and Infiltration certification.
3. Exterior doors and windows weatherwripped; all joints and penetrations caulked and seated
150 -(9). Vapor barriers mandatory in Climate Zones 14 and 16 only.
150 (f): Special infiltration installed to comply with § 151 meets commission quality standards.
§ 150 (a): Installation of Fireplace, Decorative Gas Appliances and Gas Logs.
1. Masonry and factory -built fireplaces have:
a. Closable metal or glass door.
b. Outside air intake with damper and control.
0. Flue damper and control.
2. No continuous burning gas pilot lights allowed.
-
Space Condit on, Water Heating and Plumbing System Measures:
§ 110-113: HIVAC equipment, water heaters, shower heads, & famets certified by the commission.
X
§ 150 (h): Heating and/or cooling loads calculated in accordance with ASRAE, SMACNA or AOCA.
§ 150 (1): Setback thermostat on all applicable heating and/or cooling system.
X
S 150 0): Pipe and tank insulation.
X
1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally
wrapped veith Insulation having an installed thermal resistance of R-11 2 or greater.
Z First 5 ft. of pipes closest to water heater tank,non-reolroulating systems, insulated (R4 or greater).
3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12
external insulation or R-16 combined Internal/external insulaton.
4, All buried or exposed piping insulated in rectrulating sections of hot water systems,
5. Cooling system piping below 65* F insulated.
6. Piping Insulated between heating source and Indirect hot water tank
(Page 2 of 3) CF-1 R
SYLVIA LY VUONG
06/07/05
Date
'MIN
HVAC SYSTEMS
Note: Input hydronic or combined hydronic data under Water Heating Systems, except Design Heating Load.
Heating Equipment
Minimum
Distribution Type
Duct or Thermostat Location/
TYPO (furnace, heat,
Efficiency
and Location
Piping TYPO Comments
pump, etc.)
(AFUE*rHSl+J
(ducts, attic, etc.)
R-Value
(N) Central Furnace
80% AFUE
DUCTS
4.2 SETBACK ATTIC
Cooling Equipment
TYPO (air conditioner,
Minimum
Duct
Duct Thermostat Location/
heat
Efficiency
Location
R-Value Type Comments
pump, ovap cooling)
(SEER)
(attic, etc.)
(N) AC
STD
DUCTS 4.2 SETBACK BACK YARD
C) Seated Ducts (all climate zones)
(installer testing and certification and HERS Ratter or field verification required)
C3 TXVs Commission approved equivalent, readily accessible (climate zones 2 and 8-15 only)
(installer testing and certification and HERS Rafter or field verification required)
OR
13 Alternative to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Project Climate Zone)
Climate Zone Window SHGC Window U-Factor SEER Heating
8 0,35 0.4
Water Heating Systems
Water DistributionTank Energy Factor External Tank
Standby lNumber in Input BTU Rate Capacity or Recovery Insulation
Heater Type Type System (Eft) (9411L--) Efficiency Loss (%) 1I
(N) GAS WATER GAS ONE 40,000 50 NATURAL STD R-12 BLANKET
HEATER GAS
1, For small gas storage water heaters (rated inputs of lose than or equal to 75,000 Bluth), electric resistance, and heat pump water heaters,
list Energy Factor. For Large Gas storage water heaters (rated input greater than 75,000 BluiHr), list rated input Recovery Efficiency and
Standby instantaneous gas water heaters, list rated input and recovery efficiency.
SPECIAL FEATURES (Add extra sheets -iftiocass-atyl. Package C and 0: TXVs or Commission approved equivalent, Seated Duds,
Radiant Barriers (see Installation requirements for radiant barriers in Section 8.13 of the 1999 Residential Manual). Package C: thermal mass (thermal
mass type, covering, thickness, and description.
RADIANT BARRIERS REQUIRED
I A, FTAI I I 0-TA to] M "T I is
(Page 2 of 2) MF-1 R
NoII rise residential buildings subject to the Standards must contain these measures regardless of the Compliance approach used. items marked
with an asterisk (*) my be superseded by more stringent compliance requirements listed on the Certificate of Compliance. when this clieckliat is
Incorporated Into the permit documents, the features noted shall be considered by all parties as minimums component parbramica specification for
the mandatory measures whether they are shown elsewhere in the documents or on this cheoldistonly,
Instructions: Check or initial applicable boxes when completed or enter N/A if not applicable.
DESCRIPTION
DESIGNER
ENFORCEMENT
Space Conditioning, Water Heating and Plumbing System Measures: (Continued)
150 (m): Ducts and Fens
X
1. All ducts and plenums Installed, seated and insulated to meetthe requirement of to 1998 CMC
Sections 601, 603, 604, and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or
enclosed entirely in conditioned space. Openings shall be scaled with mastic, tape, aerosol sealant, or
other duct system that meets the applicable requirement of UL 181, UL 181 A, or UL 181 B. if
mastic or tape is used to scale openings greater than 1/4 inch, the combination of mastic and either
mesh or tape shall be used Building cavities shall not be used for conveying conditioned air. Joints
mastic or tape is used to scale openings greater than 1/4 inch, the combination of mastic and either
and scams of duct systems and their components; shall be scaled with cloth back rubber adhesive
duct tapes unless such tape Is used in combination with mastic and drawbands.
2. Exhaust fan system have back draft or automatic dampers.
3. Gravity ventilation systems serving conditioned space have either automatic or readily accessible
manually operated dampers.
114: Pool and Spa Heating System and Equipment
1, System is certified with 78 % thermal efficiency, on -off switch, weatherproof operating
instructions, no electric resistance heating and no pilot fight.
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 directorial inlets and a circulation pump time switch.
§115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no
X
continuously burning pilot (Exception: Non-electrioal cooking appliances with pilot < 150 BtuI
Lighting Measures:
§150 (k) 1: Luminaries for general fighting in kitchen shall have lamps with an efficacy of 40 lumens/watt or
X
greater for general lighting in l(dohens. This general lighting shall be controlled by a switch on a readily
accessible lighting control panel at an entrance to the kitchen.
§160 (k) 2: Rooms with a shower or bathtub must have either at least one huminaire with tamps with an
X
efficacy of 40 lumenstwatt or greater switched at the entrance to the room or one of the alternative to this
requirement allowed in § 150 (k) 2; and recessed ceiling fixture are IC (insulation cover) approved.
L111 11111
(Page 3 of 3) CF-IR
COMPLIANCE STATEMENT
This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Paris 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 responsibility. The undersigned recognize that compliance using duct seating and TXVs (or Commission approved equivalent)
requires installer testing and oertification and field verification by an approved HERS rafter.
Designer or Owner (per Business and Professions Code)
Name:
BEN PHAN
TitlI
VPHOME
Address:
10151 DEWEY DR.
GARDEN GROVE, CA 92840
Telephone:
714-251-4537
(Signature) Y
(Dit
Enforcement Agency
Name:
Title/Firm:
Address:
Telephone:
(Signature) (Date)
Documentation Author
Name: BEN PHAN
TRII VPHOME
Address: 10151 DEWEY DR.
GARDEN GROVE, CA 92840
Telephone: 714-2614537
(Signature) (Date)
LICENSE # C 57550
TEL: (714) 2514537
PHA
3fG
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH
THE RULES, REGULATIONS AND ORDINANCES OF THE STATE
OF CALIFC RNIA RELATING TO STRUCTURES AND BUILDINGS.
41F,
k*fAJ0JfM1 E A A 0
A
SHEET NO.. OF SHEETS