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838 SO FT
ADDITION
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HITECTUFURL TT1R1,,1CT"!UwF?L,'T Swbiect To The F,,n,4k_1,,k1ing Approvals, I PERMIT#, 1-1
:CEPTEEED. F40'a-111 I OCC, GR',01111F_`.1__
Depwtrn!)t
SEKRAIE PERMITS ARE
ELECTRICAL, PLUMMINNG, i re D e at m e n, C,'01_)E EDH 10N_Z2,0�_4,
Th
"" be h,�Pt or", tha jolu Lj is "t of plarmand, vpodficaticns mu LC ZO N E__
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at all We:,; and it is univifull to rnakc, af!V, "a"Sa 11,32 0,
Police Depa-ftment
glter4lfianf; On same wilthout lsvlftc";peralizs"m "rom "he
FLOOL) ZUNIE C
City of Santa Ana. R, E Q'!
The camcpeptvnice of thiS Plan a",d speciftationS SHALL NOT P u b 1 i c W o rk s AC) e n q,
INI I. was rk F I IM,
be hold u,,) parmi, no;,�, be an, ap1provai ,ui tho violaflon of any t
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�Gl CUI or State Law. 10 ovons or G madung F ermit
A
i � D 1,_hj4,jjth Department
Accepted By CoLjm�.ty of Orange
SC,'HOOL DIT S ,FIK, 'T
S NO
CITY OF SANTA AID
aj/0SHA VIN SL
-
a. BEDROOM SHALL HAVE A OPERABLE ESCAPE WINDOW
WITH A MIN. OPERABLE ,AREA OF 5.1 SQ. FT. AND A MIN.CLEAR
HEIGHT OF 24 INCH AND WIDTH OF 20 INCH, THE SILL HEIGHT
NOT OVER 44 INCHES ABOVE: THE FLOOR.
N'
b. ALL GLAZING MI04TPk_-<A,1N A &TRENGPT "S" OR BETTER
TO C:OMI=L*I' WITH SECTIONS 2403,2404 4 2406 C15C,
FAU PER NOTE 5 TO MAINTA!N A ROOM TEMPERATURE OF 10*
AT A POINT OF 3 FT, ABOVE THE FLOOR IN ALL HABITABLE
ROOMS.
d. EXIT -
EACH EXIT DOOR MAY BE PROVIDED WITH A NIGHT LATCH,
DEAD BOLT OR SECURITY CHAIN, PROVIDED SUCH
DEVICES ARE OPERABLE FROM THE INSIDE WITHOUT THE
USE OF A KEY OR TOOL OR SPECIAL KNOWLEDGE OR EFFORT
AND MOUNTED AT A HEIGHT NOT TO EXCEED 40 INCHES
ABOVE THE FINISHED FLOOF-D
WATER CLOSETS TO USE NO MORE THAN IA;, GALLONS
PER FLUSH.
F, GLAZED WARDROPE DOOR,5 &HALL MEET THE IMPACT TEST
REQUIREMENTS OF U5G 5T.24-2, PART 11 . LAMINATED GLASS
MUST ALSO MEET THE 1501L `EST REQUIREMENTS OF UBC,
STD. 24-2, PART IL
g. LIGHT AND VENTILATION PER CBC SECTION 1202. MIN, OF 15 CFM
OF OUTSIDE AIR PER OCCUPANT 16 REQUIRED FOR VENTILATION
t'k* TUB/ SHOWER. W1 (-LA b6 I ENCLOSURE
DOORS 4. PANELS MUST BE LABELED CATEGORY 11
CLASSIFICATION PER C5C CHAPTER 24
NET AREA OF SHOWER SHALL, BE NO LESS THAN
10.24 SQ. IN. OF FLOOR AREA, 4 ENCOMPASS 30" DIA. CIRCLE.
TILE INT. SHOWER WALLS MIN, 10" ABOVE DRAIN.
AREA ANALISYS
LOT AREA
610E aq ft
EXISTING SPR
801 6q Ft
EXISTING GARAGE
600 aq rt
PROPOSED ADDITION
836 eq ft
TOTAL LIV114G AREA
1645 aq ft
TOTAL CONSTRUCTION
2245 &q Ft
LOT COVERAGE
33.5%
LEGEND
110 V W1 BATTERY BACK-UP
110(�) SMOKE DETECTOR
BATTERY OPERATED SMOKE DETECTOR NOTE:
SMOKE DETECTOR _j
PROVIDE SMOKE DETECTORS IN EACH BEDROOM 0)
@ RECESSED CEILING LIGHT AW CORRIDOR OR HALLWAY ACCESSING SUCH
BEDROOMS PER SECTION 310.9.1.3 & 310.9,1.4
FN RECESSED MINI LIGHT 2001 CBC, BATTERY POWERED ONLY SMOKE
DE`ECTORS MAY BE USED AT EXISTING BEDROOMS
CEILING MOUNTED LIGHT
WALL MOUNTED LIGHT
110V OUTLET
I-* FUEL GAS
� 220V OUTLET
GFI GROUND FAULT INTERRUPTOR
SWITCH
3 3-WAY SWITCH
HOSE 818 - HOSE BIBBS TO HAVE A NON -REMOVABLE
BACK -FLOW PREVENTER OR WITH A LISTED
AIR DIFFUSER GRILLE ATMOSPHERIC VACUUM BREAKER.
FL FLUORESCENT
Q MECHANICAL FAN. MI
5 AIR CHANGES PER HR.
FLUORESCENT LIGHT
LOG LIGHTER
PLUMB FOR ICE MAKER
TELEPHONE JACK
AFI RECEPTACLE OUTLETS SUPPLIED BY
BRANCH CIRCUITS PROTECTED BY
AN ARC -FAULT CIRCUIT INTERRUPTER
W-i R-PliffIrdes
24'-2"
6'-ff'x4*-0"
YIN SL
I
K01-1
I
I
GENE NOTES
1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE 2001
C.B.C. PLUMBING AND }MECHANICAL CODES, THE C.E.C. AND
LOCAL ORDINANCES. �
2. VE�RfFY ALL DIMENSIONS, DO NOT SCALE DRAWINGS.
3. IT SHALL BE THE RE#PONSABILiTY OF THE CONTRACTOR
TO VERIFY ALL EXIST(NG CONDITIONS ON THE SITE PRIOR
TO COMMENCING WOF' K AND IS TO NOTIFY THE OWNER AT
ONCE UPON DISCOVER OF ANY OMISSIONS OR CONFLICT IN
THE DRAWINGS.
4. ALL NAILING -TO COMPLY WITH TABLE 2341-B-1 C.B.C.
S. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL
ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION
RATING COUNCIL (NFRC) AND SHOWING COMPLIANCE WITH
THE ENERGY CALCULATIONS.
PLUMBING NOTES
6, ALL PLUMBING WALLS TO BE 2" x 6"
7. DOUBLE WALLS USED AS PLUMBING WALLS ARE TO BE A
MINIMUM OF 8" WIDE AND NO "FLAT" STUDS PERMITTED.
STAGGERED STUDS ARE ACCEPTABLE.
8, SMOOTH, HARD, NON ABSORBENT SURFACE IS PROVIDED
TO A HEIGHT OF 70" ABOVE THE DRAIN INLET OF THE
SHOWER OR TUIBISHOWER COMBINATION, MATERIALS
SHALL BE OF A TYPE NOT ADVERSELY AFFECTED BY
MOISTURE,
9. GLASS ENCLOSURE DOORS AND PANELS MUST BE
LABELED CATEGORY U. NET AREA OF SHOWER RECEPTOR
SHALL BE NO LESS THAN 1024 SO IN OF FLOOR AREA, AND
ENCOMPASS 30"DIAMETER CIRCLE.
10. ALL WATER CLOSETSMARE LOCATED IN A CLEAR SPACE
NOT LESS THAN 30" WIDTH AND HAVE 24" MIN. CLEARANCE
IN FRONT OF THE STOOL.
11. FOR EXHAUST VENTILATION AIR, PROVIDE MECHANICAL
FAN S AIR CHANGES PER HOUR.
12. WATER HEATER TO BE BRACED TO RESIST SEISMIC
FORCES, PROVIDE TWO STRAPS (ONE STRAP AT TOP 113 OF
THE TANK AND ONE STRAP AT BOTTOM 113 OF THE TANK).
13.' ALL NEW WATER CLOSETS WISH USE NO MORE THAN 1.6
GALLONS PER FLUSH.
ELECTRIC NOTES
14. RECEPTACLE OUTLETS LOCATIONS WILL COMPLY WITH
NEC Art 210-52 (a) "20 AMP. CIRCUIT DEDICATED TO EACH
BATHROOM"
15. ALL BEDROOM CIRCUITS REQUIRE ARC -FAULT
PROTECTION.
16. GROUND -FAULT CIRCUIT INTERRUPTER (GFI) PROTECTION
COMPLIES WITH NEC Art. 210-8: "ALL 125 volt SINGLE PHASE,
16 AND 20 AMPERES RECEPTACLES INSTALLED IN
BATHROOMS, GARAGES, BASEMENTS, OUTDOORS, KITCHEN
COUNTERS AND AT WET BAR SINKS.
STRUCTURAL NOTES
17. THE CONTRACTOR SHALL PROVIDE ANY SHORING AND/OR
BRACING TO THE EXISTING STRUCTURE WIGH MAY BE
REQUIRED DURING CONSTRUCTION.
18. PERMISSIBLE NOTCHING AND BORING OF JOISTS ARE TO BE
SHOWN ON THE PLANS AND SHALL NOT EXCEED CBC
SECTION 2320.8.3 ALLOWANCES.
19, NOTCHING OF EXTERIOR AND BEARINGINONBEARING
WALLS SHALL NOT EXCEED 260/o/40% RESPECTIVELY.
BORED HOLES IN BEARINGINONBEARING WALLS SHALL
NOT EXCEED 40%160% RESPECTIVELY. IN NO CASE SHALL
THE EDGE OF THE BORED HOLE NEARER THAN 5/8" TO THE
EDGE OF THE STUD (2320.11.9 AND 2320.11.10)
20. HEADER AND TRIMMER DETAILS FOR DOORS AND WINDOWS
ARE TO BE SHOWN WITH THE FULL LENGTH TRIMMERS,
SPECIFYING THE SIZE OF THE HEADER AND TRIMMER
21. USE SIMPSON ST 6224 TO TIE-IN TO EXISTING TOP PLATES.
WALL LEGEND
NEW WALLS
EXISTING WALLS TO REMAIN
:1 EXISTING WALLS TO REMOVE
838 sq ft
ADDITION -
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ASPHALT SHINGLES
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CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 3 of 3) CF-IR
CERTIFICATE OF COMPLIANCE. RESIDENTIAL (Pap 1 of 3) CF-IR CERTIFICATE OF COMPLIANCE: RESIDENTIAL (Page 2 of 3) C[-IR Z_i_ L-4110y'r, VO�cltiM
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1�f6iect Title Date Project Title Date llrqiccl I We Date
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44- 11
IN,
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HVAC SYSTEMS COMPLIANCE STATrMENT
New Input 1wironicor combined kydromv data tinder 'A'AW" Heating Systems, excepi Design Heating Load.
Distribution
Heating Equipment Minimum Type and Due( Or Heat Pump This certificate of compliance is the building feartires and performance specifications needed to comply with
Type, kfuaace, 1,eai Efficiency Locatioll Piping Thermostat Configuration Title 24, Parts I and 6 of the California Code ofRegulations, and the administrative regulations, to implement
p ge o ompu r
R-Value (spla'arx'6'gO t em, This certificate has been signed by the individual with overall design responsibility. When this certificate
moo,,emaz Apaly U,1 ONY p'm'p� �fe') (AFUE o, IISPF) (6.1, Attic. oto-) Type
ofconiptiance is submitted for a single building plan to be built in multiple orientations, any shading feature that
is varied is indicated in the Special Features,'Remarks section. The undersigned recognize that compliance using
Cooling Equipment mininnoll heat Purap duct sealing
GENERAL INFORMATION taid TX requires installer testing and certification and field verification by an approved HERS
Thermostat Configuration rater.
it Average, Ceiling Height: Type (al, w.dai'' Efficiency Location Duct t
Total Conditioned Floor Area A hoa Plan% c"P (SEER) (mk,w.) R-Value I YEQ
Conditioned Slab Floor A;Ea_
Building Type: iogjeFamily ,Addition _S
(check one or more) muld-Family eistmg-rlus-Addition Designer or Owner (per Bumncss and (ode) Documentation Author
1"( — ,
Front Orientation: Mine: North South East 11 -.Vice
SEALED DUCfS and s (or Alternative Measures) Name:
Numberol'Storios Tide/Firm: "X56
NvmbcrofDwelling _Units: _ U Sealed Ducts (sit
Floor Consti action Typo: bu,h) (Iaaaflu 1c.a4and Wtificaii- aad HURS toter f ,
Md -dr-tio"'quitad) Address:
Address:
RADIANT HARRIER (required in,61 inate zones 2,4 8-15) Required for this subiiiitia�ycs -A 2 rid
telephone:
BUILDING ENVELOPE INSULATION
RefroreTain Charge/Air Flow (cjimutezones '2and 8-1only) Liu �t:
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Pm ec .Address
-71 034;;,
Documentation Author I Telephone
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T"ildi.g Pamir
lcstiq ,ad ilad HERs Rai, "I r�6(1 —ir—t4m mqai'�J)
OR
Afternati,Q to Sealed Ducts and TXVs (see Package C or D Alternative Package Features for Pro�lect Climate Zone) Enforcement Agency
Climate zone Window SHUC Window U-Factor SEER Heating Na e:
kiti.
,5D-1tnsuxe,onrrraytentsthe of ma —that lnee!�_ f-W1_11te Ag-ey;
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WATER 14EATING SYSTEMS z
FENESTRATION Energy, Extern.!
Rated 'funk Factor or Tank
ShadingDevices water Heater Distribution Nomber mput (kW Capacity Recovery Standby' Insulation Q� &,j-
! � O �
component Prarru" Type
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Cavity Shca
Type wd vocal
steel
Wall
Wall
Roof
Roof
Insulation insulationValt"
R-Vah.W R-Value 1
U-Factor' (affic garage typical, etc.)
Fenestration Orion- Ajcu
Ifr pelpos. ration 11 (W)
Front
Front
I —Fenesinni-&T
U-Fuctor
Fenestration
' Ho
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Exterior
i Sbadtn AV,
-
! —overhall—gs'!I
Fins
-Left 44,-,"�' 25
Left
Rear _T
Rear
Tvoc Tpe in System or Ba"I") oamo.') Efficiency Loss fofo R-ValueWit.fmfaro}j
Fwo, Fol W t1, gas swinge w h,za (,a*,.,d inpe, ol g,tam fl,w 7.5 000 Bta!hr), IiM Race Wput, Rucovery Effi_wn,y and Standlv Lo-s,
Fq' inst.'aaa—, e's waw fi',aars' list nt'd mp'a "'Id 'ry drMo'
SPECIAL FEATURES (add extra sheets iLmcessary .Package C and D: TXVs, Sealed Ducts, Radiant
Barriers (see installation requirements for radiant barriers in Section 8,13 of the 2001Resicicntial Mannal).
Package C,, thermal Mass (thermal mass type, covering, thickness, and description),
Vpf:�_-; gpen:�� Fv"P'iA44-7 Atr L-At:02�4c'*
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Compliance August �01—
7C�OrnljaAugust 200
gU$t2001 —
A-4
- �ompllanri �Forms August �st 2156'
sl SCREENED,
LOUVERED G.I. ATTIC VENT
TO MATCH EXISITNG
2x4 FASCIA SO,
TO MATCH EXIS
STUCCO EXTERIOR
EXISTG PROP'Q TO MATCH EXIST*Cs
CONST'N CONSTN
14"X6" FOUNATION
VENT TO MATCH EXISTG
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;NOTES
!,ALL NEW EXTERIOR FINISHES,
VINDOWS, TRIMS, ROOFING, EAVES
ZTC, SHALL MATCH EXISTING
:IN TYPE, COLOR, MATERIAL 4 TEXTURE,
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DATE:
MAR-12-05
JOB NO:
SHEET NUMBER:
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FRAMING NOTES
1000VIOE F40OF OADIANT SAYWER
PER TITLE 24 AT XXX)F SMEAT14Wj
ROOF SHEATHING
V2 " COX PLyux'>O0 OR OsIs. UNIBLOCXED
8.
ALL PLYU400 PANELS SHALL BE
MANUFACTUREO USIW-z EXTERIOR CsLUE.
01AP44RAGM. W/ NA
8d 6 6" O.C. SUPPORTED ENOS A E30UNDARY
ftl 6 12" OZFIELD.
9.
2 LAYERS OF 150 FELT SHALL SE USED AT
USE (8) 16d a TOP PLT. CHORD SPLICE W/ ST6224
ALL STUCCO APPLIED OVER PLYWO=
eUSE IX6 SOLID SWEAT141W-2 OR A-C; GRADE PLYWOOD
r2 o-'-,\
AT EAVES A OVERWAWx)
ic.
SEE DETAILS Qpw FOR ALLOWED SORIWG
2.
PROVIDE 4X JXIP11f��AT EACH EN p OF AXIV OR
FOR4xit-1-2y
AND NOTCHING OF STUDS AND JOISTS
LAf!r%ERMEMBEft,2-?_y,�-rr-1h9fL
jrfM�-�F. FOR 4X6 OR SMALLER MEMBERS
is
11,
SEE DET. FOR TYP. EXTERIOR
(4)
3.
UA4ER5 DOUBLE 2x SOLE PLATES ARE USED, PROVIDE
.601
PROGRESSIVE NAILIWs.
WALL FRAMING
4,
ALL NAILS ARE COMMON NAILS.
12,
MIN. 2X& STUDS 0 w O.C,
AT PLUMBING WALLS.
rP.
ALL STUDS * wv or. MAXIMUM.
13.
FROOF DIAPWS�AGM NAILING TO BE INSPECTED
6.
ALL LAG BOLTS (LB) TO BE W'LOW-i INSTALLED
BEFORE COVERING. FACE GRAIN OF PLYWOOD
SHALL BE PERPENDICULAR TO SUPPORTS
WITH PILOT HOLE AND WRENCH.
14.
DOUBLE JOIST ARE REQUIRED UNDER PARALLEL
1.
FRAMIW_% MEMBERS OR BLOCKIW_x SHALL BE PROVIDED
5EARINIG PARTITIONS
AT ALL EDGES OF ALL PLYW`0 SWEET$ IN SHEAR WALL,
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LEGEND
CALIFORNIA FRAMING
INTERIOR BEARINds WALL
SHEAR PANEL
`/2 "C-D. C-C PLYW'D BLKD.
W1 101 a 6" O.C. EN. A 12" O.C. FN.
2X P.T.DF- SILL CONNECTION W/
5/a " DIA. A.B. 0 32" O—C.
USE 5/S " DIA. THREADED FRODS
CIA -GEL 10W EPDXY OR EQUAL
ICBO 4846) AT EXIST'G,FOUNDATION 4
ICod is 3" OZ.TO SILL
TOP ANCHORAGE WITW A-35 016" OZ.
,"340 PLF)
< /X lb" STUCCO 0/ PAPER BACKED LATC14
\:y W/ 11 6A STAPLES * 6" O.C. TOP/ WTT/EN /FN
4 %-,b AS-S 0 12" OZ. �%"O TH. ROD 0 EXISTING W/
CIA -GEL 1000 EPDXY OR EQUAL (ICBO 4046)
W1 *d 0 to" OZ. TO SILL & A35 TO TOP PLT.
O.C.
FOUNDATION NOTES
1. FLOOR SWEATWIII-*
USE 314 " STRUCTURAL 11 C-D OR C-C
PLYWOOD. MINIMUM PANEL INDEX NUMBER
(40/20) T4G, W1 10d NAILS 0 6" O.C. SUPPORTED
EDGES AND 10d a 10" OZ. IN THE FIELO
eUNSLOCKED UXD.)
-FACJE GRAIN OF PLYWOOD SWALL'SE PEkP.
TO SUF42ORTS
2. EXISITNG 12"X12" CAONC. FTNC2 (VEMFY)
vi
3. NEW EXTERIOR CONCRETE FooTms. or w x �Zf o wt
(2) 14 TOP A BOTTOM MIN.
3b NEW INTERIOR CONCRETE FOOTIW, 02"W X 0 W1
(1) 04 TOP 4 BOTTOM)
CONC. CURB U.N.O.
5. 24" L. 04 REBAR DOWELL 6" INTO EXISTING
FOOT'G TOP 4 SOT W1 SIMP., 'EPDXY"
12"Xfvu GJ SCREENED FOUNDATION VENT
18"X 24" 6J. SCREENDED FOUNDATION ACCESS
GIRDER POCKET OR WAWxER
5. IS"X24" CRAWL SPACE
10. NEW CONCRETE LANDING� 4" BELOW
TWRESWIOLD MAX, 4 IIX1" STEM
NOTE
PIPES, DUCTS AND OTHER NONSTRUCTURAL
CONSTRUCTION SHALL NOT INTERFERE WIT14
WIT14 ACCESIStLITY TO OR WITHIN UNDERFOOR
AREA
w/ Y4_ qjcej &ffo4A'-AN
NOTES-
o. -VERIFY HRDWR. LOCATION W/ FLR. PLAN
b. -HOLDOWN ANCHORS MUST BE TIED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
c. -SURFACE WATER WILL DRAIN AWAY FROM BUILD'G.
d. HOLD-DOWN CONNECTOR BOLTS INTO WOOD
FRAMING REOUIRE APPROVED PLATE WASHERS, AND
HOLD-DOWNS SHALL BE TIGHTENED JUST PRIOR TO
COVERING THE WALL FRAMING.
e. ALL INTERIOR NON -BEARING WALtS WITH SAOT PINS.
RANSET 93 48,*OR E OIVALENT.'AT,
UNLESS OWERWISE TED.
DIA A. B. MAY BE REPLACED By DIA
THREADED RODS W/ 5-Y4" EMBED. WITH,
CIA -GEL 7000 EPDXY SYSTEM
1. C. B. 0. ER. 4846. (OR EOUIVALENT) ' AT THE
SAME SPACING- PER 2320.11.4 cBC
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JOB DESCRIPTION:
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(2 BEDROOMS, I BATH,
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DRAWN:
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CHECKED:
DATE:
MAR-12-05
JOB NO:
SHEET NUMBER:
A-3
CITY O-F SAS TA AIA
\2 g30)
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2 EL
�I PER PLAN
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s `SHiPLAP- AT EXPOSED EAVES} III 7 EA. SIDE Q
1- ST2115 0 4$" O.C. IN 2- B.N. I 2- FLR. SHEATING PER
LIEU OF 2X4 TIES 3- (5)- 16d @RFTR. TIE PLAN 0/ 2X6 F.J. 02- B.N. 4- 2X BLK77 16" O.C.Wt R-19 INS
`G W/ A-35 0 3- 16" B. W/
16" O.C.. U.N.O. 4- 4X GIRDER PER PLAN
3- 2X RIDGE BOARD 4- PLYW'D ROOF SHEATHING PER PLAN 5- 2X CEILING JST,
5- ROOF RAFTERS PER PLAN PER PLAN 5- A-35 EA. SIDE
6- DBL TOP PLATE PER PLAN 6- 81*X 8" X2" O.C. P.T. PLATE
5fg 6- 2X4 TIES 0 O.C. STUDS SEE SHEAR WALL SCHED. W/ " DIA A»,B.
7- 2X STUDS 16
IN THE LOWER 1/3 OR PER PLAN FOR SHEAR TRANSFER V 7- CONC. PIER
7- 3- 16d TYP. 8- SHEAR WALL PER PLAN SHEAR WALLS 22," SO. 8- 4X4 CRIPPLE POST
8- CJ / TIE PER PLAN W/ 4- 16d WHERE OCCURS W/ 2- A35F TO GIRDER
MODEL
N0
SST8
ANexoR
BOLT
SIZE
NO.
SOS 4!,"xs
WOOD
SCREWS
ALLOWABLE LOADS
STUD SUPPORTS
FOR 2- 2X AND
GREATER VERTICAL
WOOD MEMBE
PHD2-SDS3
SST820
16W
10
3610
PHD5-SDS3
SSTB20
16%..
14
4685
PHD6-SDS3
SSTB28
24%"
18
5860
PHD8-SDS3
SSTB28
24%"
24
6730
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• FOR SHEAR TRANSFER TV E O U S -.
_______________________________ 6- PLYW'D SHT'G PER PLAN SHEAR WALLS 8- 2X BLK'G 0 48" O.C.
FIRST BAY ONLY
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EXTERIOR BEARING WALL 1"wi`-0" 1 'CALIFORNIA" FRAMED 14 SHEAR TRANSFER AT 1„- 1 A.B. AT EXISTING FT-N'G PHD HOLDOWN � NTS �
FRAMING _ .. _ ROOF AT EXISTINGF-T`N 1�
_.._ __... . H
OUTER 1/3 MIDDLE 1/3 OUTER 1/3 z
OF 0
SPAN ONLY
AT TSOF-SPANPAN
OPOR SOT NONOTCHFES AT OR BOT 1 4
ALLOWED U.N.O. 1- ROOF SHT'G Or 2X ROOF RFTR, 2
KR. ? PER PLAN OX6 STARTER BOARD 3 5 4
D { 'SHIPLAP- AT EXPOSED EAVES) to
I I 1 2- B.N. i
3- 2X CRIPPLE STUDS 0 16" O.C. 1 z
4 z
t j 4- 2X BLK'G W/ A-35 0
16" O.C.. U.N.O. 2 t
2X6 CONT. (LET -IN) j 5- 2X CEILING, JST. 4 6 3;t PURLIN W/ (2) 16d 1 PER PLAN ( w
AT EACH BRACE
OUTER 1r3 MIDDLE 1r3 OUTER tr3 NOTCHING 6- DBL TOP PLATE PER PLAN 7
11. 2X4 BRACES 7- 2X STUDS 16" O.C. /' I w
OF SPAN DF SPAN I OF SPAN ONLY W/ C O,. 48°' OR WD, BM, PER PLAN z IL
AT TOP OR SOT NO NOTCHES AT TOP OR BOT 8 2
ALLOWED U.N.O. (3) 16d TO RAFTER 8- SHEAR WALL PER PLAN 2
- WHERE OCCURS 9 1- 2X STUD WALL PER PLAN
ko 42a % ` 9 E.N. w 2- 2X4 PLT, a
I 1 I I MIN. f 6 ; _ L) 3- SHEAR WALL WHERE OCCURS D
10- S.N, j - 4- 2X BLK'G OR
cc
I RIM JST.
f .. 5- l4" PLYW`D SHEAT'G PER
3`- PLAN O! 2X FLR» JST. z
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SEE SHEAR- WALL SCFtED. PER PLAN W/ R-19 INS,
�10 I 9.: � i � � ,� � � �
ev ? 2-2X TOP PLT. FOR SHEAR TRANSFER 0 I { 6- G.I. MUDSCREED AT EXT. WALLS
2X LARGEST 2X C. J. SHEAR WALLS I "' 7- A-35 @ 16" O.C. a
BORING ¢f It to PLAN WI 2'/z"X2'f2" X
BORMENDIA. 2X STUDS � 11 8- 2X4 P.T. D.F MUDSILL W/ A.B. a
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THK. PLATE WASHER m
9- CONCRETE FTN`G PER PLAN
FRACTION ,,_ OVERLAP CEILING I MIN 10- (1)*4 REBAR TOP & BOT.
OF JOIST 2X6 2X8 2X10 2X12 2X14 JST. 12" MIN.
D/6 Tf " 11f gI f =: 17 r� 2t R. 20iJ1 CBC '' A5 REQUIRED 6 ' _J� z
D/3 1114°' 23 " 3- 3Y4" 4 ., SECTION 2320.8.3-�f
BORED OR NOTCHED JOISTS NTS � SHEAR TRANSFER 74"','_�. � EXTERIOR FOOTING Z
4'
0
D 5 3 i2 ROWS) SHR. WALL
WHERE OCCURS 1
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1 I S.N. 2 z
EXISTING E,N EXISTING
OR NEW 4 5 OR NEW a
PER PLAN PER PLAN m
BORED HOLES MAX 40'/, OF STUD $
WIDTH 0 BEARING WALLS, 60/.' MAX. cfl
0 NON -BEARING WALLS. 9 0
7 cc
Mfg" MIN. NOTCHES- MAX. DEPTH• 25i OF STUD 11 O
I
WIDTH 0 BEARING WALLS, 407 MAX. z
0 NON -BEARING WALLS. 4 1 1, 2X OR 3X STUDS PER PLAN # 8 _ II® 6
ca
r & S.W. SCHEDULE o
ILA
STUD t �2 2 2. E.N. ` 9 7 1- 2X STUD WALL WHERE OCCURS 0
8 3. B.N.
PER PLAN 06
L) 2- 2X4 PLT,
4. S.N. ( - co 3- SHEAR WALL WHERE OCCURS
5, PLY'D SHT`G PER PLAN F.G. <- 4- 2X BLK'G OR FLOOR JST w
5- PLYW'D SHEAT'G PER >
PLAN 0/ 2X FLR, JST.
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I PER PLAN W/ R-19 INS.
0 TO RAFTER
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1 RIDGE E 1�:3 SHEAR TRANSFER ,...1._�,.. CONCRETE PIER1"-1'-O" 1 Ja
AT EAVE ► P[- C 1-�(Ji�DC W NTS
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SIMP PHD / f f f f!!/ M m
4'-0" MIN. LAP (2)16d / STUD f_ HOLpOWN / Q
C8) 16d 0 MIN. & V
LAP TOP PLT. 16d 10 16" O.C. 5 1 18" MAX
1. 'SIMP` EPDXY -TIE TO
PER PLAN
HEAR � STUD MAX EL /
g 4 8 RFB °5X8 Wry" MIN. z
4.X4 4 EMBEDMENT DEPTH
2 3 TO CONC. AT 4 1f2" MIN. SILL PLT» / / / / ,
MDR,
FROM END, 12 " MIN.
MIN. PROVIDE gX6 LET -IN
_ m, "' FROM EDGE. SPACED PER
BRAC'G (IF NO SHEAR FOUNDATION PLAN
WALLS OCCUR) 0 60 �`" , _ _ 3 G3 a. 2» EXISTING FOOTING z
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16d 24` �, try (CLEAN OF DEBRIS)ir
O.C,FACE (3) 8d EA. END &� EA. FILL W/ A307 w
.� �,. +°s 3. END RIM JST, OR BLK'G u
NAIL t3) 16d E.N. STUD BRACE EA. ,�. ALL THREAD ROD
TYP. CORNER 0 25' O.C, MAX, "'"' 4 5 7 4 r 4. 16" LONG 2X SHIM OR 48" O.C. & SIMPSON, SET
2X TRIM'R & PROVIDE 2X FtRE i 2X BLOCK
KING STUDS (2) 16d E.N.IL
1 2 EPDXY 1t,C.B.O. 5279D 5RR FRM CORN'R & a
JAMB TO 2X SILL BLOCK WHERE WALLS 6
SPECIAL
REQUIRED
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EXCEED 10' H. & AT ALL j
TYP. CL`G &SOFFIT LINES 1- ROOF SHT'G 0/ 2X ROOF RFTR. Y.." 1%4" FRM EDGE 4
2X STUDS PER
AT EXPOSED STARTERBOARD2 NOTES:
10 16' O.C.
2- 2X4 FLAT LOOKOUT 0 32" O.C. -� �»
(2) 10d T.N. 2X P.T,D»F. SILL PLT.
t- (E) ROOF SHT'G 0/ 2X ROOF RFTR. NOTCH INTO FIRST RAFTER -�T � A. DRILL HOLES PER MANUF. SPECS.
Wrs%$'" DIA. ANCHOR 2- E.N. 3 -` � 1- �fd'� M►N. 8. A307 rxREArEO RODS wr sIMPsON
EA. SIDE STUD 3- B.N.
TO PLT. BOLTS W/ 7" EMBED'T 3- 2X BLOCKING (ALT.) 4- (2)- 16d @ EA. 2X4 SET EPDXY Iced •5279
PER FOUNDATION PLAN. �" " " " '""' """�
PROVIDE A. B. 4- 2X CONT. 'SHAPED' W/ 16d 0 5- A-35 0 2'-O" O.G.
> WALL
6'-0"' O.C. & 4°f2" 2- 016dTNAILS �TO EACH. RCK- OR-AAFTER TH SCHEDVLEOR SEEHEAR OR U.N.O.
MIN. / 12`" MAX. FRM,
` •"" ° ` ' °° • SILL END W LIEU OF 2X BLOCKING. 6- 2X STUDS 0 16" O.C.
• 5- 2X RAFTER 'CALIFORNIA' SEE SHEAR WALL SCHED. 7- SHEAR WALL PER PLAN
• - FRAMED R CG R
MODEL
NO
DRILLED
(DIA.)
Le
ALL- THRED
DIA'
PHD2-SDS3
YA,,
10"
9f"
PHD5-SDS3
g/4R.
10"
Sf8'.
PHD6-SDS3
V.
101'
f$"
PHD8-SDS3
1"
10"
7f$"
FRACTION 2X4 2X6— 2X8
CIF_ STUD
NOTE. NOTCH & WRE �
NOT TO OCCUR ON SAME
sTttO WITHIN 38" OF
EACH OTHER.
7A114 f`LTf 11(mf
v �-/ 7 2- 2X TOP PLT.
8. SIMP, A35 0 16"" O.C.
1 9» SIMP A35F 0 16" O.C.
i
; u 6 AT PARRG 0 ALLELI F.D.C.
7- A-35 16" O.C.
�1 II 11 10 X Q L. A.B.A,B. PER L S ,
8- 2X4 P.T. D»F MUDSILL W/ /g DIA
1 " PAN W/
ar I — i I RR
'.% Ie yq A X
-7 3 R 7
25t. D f 1 f' 1l "
40% D 13f.. 21 f " 3"
607 D 2`" 31/4` 41/4'
SECTION 2320.11»9- 2320.11.10
11, WALL FINISH PER PLAN ' ��MIN 1 4°' THK. PLATE WASHER
I 9- CONCRETE FTN'G PER PLAN
to- (1) °14. REBAR TOP & BOT
12. SOLID BLK'GJim No IN
xA.
BORED CAR NOTCHED STUDS NTS
? SHEAR TRANSFER 1 INTERIOR FOOTING'
P;FREPARED BY:
1�> f---f- I t-4 C1
PH '714 / 835' 1585
FX 714 / 835 1428
2017 W. ALCO AVE.
SANTA ANA
CALIFORNIA 92703
AA.DRAFTING@MSN»COM
REVISIONS
SITE:
OWNER:
JUAN AREVALO
JOB DESCRIPTION:
838 SO FT I -STORY
ADDITION:
(2 BEDROOMS, I BATH,
EXPAND EXISTING
2 BEDROOMS)
DETAILS
If4""r-O"
DRAWN:
AL
CHECKED
DATE: MAR 12-05
JOB NO -
SHEET MMBER-.
SD-1