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REVISIONS
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SYMBOLS
LEGAL DESCRIPTION
GENERAL NOTES
SHEET SCHEDULE
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The contractor shall visit the site onV,I, In,,Ied,e,bl
All roof drawings which would flow by gravity onto the
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of conditions thereon. He shall investigate, arzi
gate , verify
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public sidewalk must be conveyed under the sidewalk to
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be responsible for all conditions of ;V)� project arj
the street, unless specifically waived by the building
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shall notify the Designer of any condition requirinc
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LOT 36 OF TRACT No. 2906, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE,
modification before processing with the work.
Every dwelling unit shall be provided with approved
STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 128, PAGE(S) 45 AND 46,
The contractor shall furnish all m9terjols, labor,
smoke detectors conforming to UBC Standard 43-6 mounted
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OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF
equipment, transportation and servicesnecessary for
completion of the work. All materials and work shot}
on the ceiling or wall at a point centrally located in
the corridor or areas access to sleeping rooms.
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SAIS COUNTY.
giving
comply with applicable codes and governing regulations,
Smoke detectors shall receive their primary power from
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TITLE SHEET
CONCRETE BLOCK WALL
and meet the approval of the County an County Fire
the building wiring.
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CONCRETE
Inspector.
For all interior & exterior stairway/steps (1003.3.3,509)
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SITE PLAN/ROOF PLAN
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The contractor shall coordinate and schedule at work
a. Min. 36" wide stairway landings.
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with the approval of the ow
owner and shall not disrupt th�gs�ivate
b. Max.max8" rise, min. 9" run for p stairways,
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FINISH WOOD
normal operations of the adjacent construction and tour.
All demolition shall be Kept to a minimum; all dust and
c. The largest rise or run in a flight of stair may not exceed
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noise created by the work shall be kept to a minimum,
the smallest by more than %
A - 2
1ST FLOOR PLAN
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CONCRETE WOOD MEMBER
and all work areas sho I I be effectively blocked and
d. guardrail on open side of stairs over 30" above fir.
or adjacent grade. May serve as handrail also. guardrail may be
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barricaded to the approval of the owner.
34" to 38" hi. only at open side of stairs.
WOOD BLOCKING
The Contractor shall examine the drawings and shall
e. handroI15 (required for 4or more risers) 34"to 38" above
A - 3
ELEVATIONS
PLYWOOD
notify the Designer of any discrepanci s he/she may
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tread nosing, 1V2" clear to wall, 11/4" to 2" in cross section, w/
find before proceeding with the work. 1
ends returned to wall or terminate (A newel orsaftypost.
show handrail cont.for the length of the stairs.
STANDARD STUD WALL
Working drawings are not to be scoled,°dimensions shall
f. Handrail connection dtis adequate to withstand a 20-lbls/foot lateral load.
A-4 ELEVATIONS AND CROSS SECTIONS
govern, any discrepancy shall be brought to the
attention of the Designer and Owners.
g. Sections and dtis to cl rshow how all sto irways are to be
constructed, includ'g framing, connections, foot'g. and stringers
PLASTER
PROPERTY 0 WWW NER
The Contractor be fo( the accurate
size, spacing, and max. cut. provide design of stringers.
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FIBERGLASS INSULATION
shall responsible
placement of the structure on the sitel
h. enclosed useable space under stairs to be protected
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by 1 hr. fire resistive materials,
GENERAL STRUCTURAL NOTES & TYPICAL DETAILS
WINDOW
Mr.&Mrs. Vivian S. Tr
All dimensions shall be verified in the field at the
site prior to commencing construction. The Designer
Guardrails are required afloor and roof open'g. landings, landings, balconies
and 4 open sides of stair over 30" in height. (509,T-166)
S-2
TYPICAL SRUCTURAL DETAILS
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630 S. DRIFTWOOD DRIVE,
shall be notified of any correction. 1
DOOR
a. Guardrails to be 36" min.in height.
PLAN NOTES
SANTA ANA, CA 92704
Dimensions are to be considered "nomin6l" unless
otherwise noted. Ail measurements are to finished
b. Open guardrails shall have intermidiate rails or an ornamental pattern
such that a 4" sphere can't pass through.
S-3
FOUNDATION PLAN
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INTERIOR ELEVATION
TEL: (714) 839-7018
surface unless otherwise noted.
in to those
c. Guardrails connections to withstand a 20 pounds/foot lateral load.
provide structural connection detail and submit structural calculation
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Detail not shown are similar character
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ROOF FRAMING PLAN
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WOF
CONSULTANTS
REVISIONS
which are drawn. Where specific dimensions, details
on design intent cannot be determ i ned, i consu I t the
to justify design.
Designer before proceeding with work. i
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Exterior doors, doors bet. house and gar., wind, and theri hardware
CF-1R
TITLE 24 (ENERGY CONSERVATION)
LIGHT FIXTURE -CEILING MOUNT
Where discrepancies exist between the drawings of the
i shall conform to the Security Provisions of Chapter 67 of the Bldg Code.
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LIGHT FIXTURE -WALL MOUNT
various trades, the architectural drawings shall
generally be assumed to govern. Consul�t the Designer
a. Swing'g doors, active leaft of a pair of doors, and the
bot. of leaf of dutch doors shall be equipped w/o dead lack latch
DESIGN IMPRESSIONS GROUP
before proceeding with work.
and Q dead bolt w/ hardened insert w/ I" min. throw and%" min.
SMOKE DETECTOR
(HARDWIRED W/ BATTEREY BACK UP)
VINH PHAM
Larger details shall govern over the smaller details.
embedments into jamb. Both are to be Key operated from the outside.
OUTLET
2232 E. ADAMS AVE. CA 92867 (714) 771-2332
Written 1 tten spec 1 f i cat i ons shall I I have precedence over
drawings,
b . inactive leaf of a pair of doors or upper leaf of Dutch door shall have
Cleadbolt per item a not Key operated, or hardened deadbolt
�pazrvrlslf,�, 'n
DUPLEX
top and bat, wIV2" embedment.
1/2 HOT OUTLET
STRUCTURAL & 'ENERGY CALCULATIONS
The Contractor shall coordinate all slab and wall
c. Swing'g wood doors shall be solid core and not less than 1-3/8" thick
poi)e 1 s of wood doors sho 1 1 be9/'j6 11,h I ck and not it;ore than 300 sq. nches. ��ifyk "S" 116-R" 13,01
DOOR BELL
openings required by c i v i arch lsector al/structural,
and mechanical drawings.
stills and roils to be 1-3/8" thick and 3" min. width.
LAM NGUYEN
electrical
a. Door hinge pins accessible fr. the outside shall be non-removeoble.
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BATH ROOM EXHAUST FAN
12277 BAJA PANORAMA SANTA ANA, CA 92705
If required by local ordinance or building code, the
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e. doorstops of wood jambs of in swing'g doors shall be 1 piece construction DIS"C"It,•
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Contractor shall orate a barr i code f or v i I i an
protection along city property. Barricades shall be
or joined by a rabbet.
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KITCHEN EXHAUST FAN IN HOOD
LIGHT SWITCH
built per city requirements.
The Contractor sho I I provide temporary ison 1 tary
f. windows and door lights within 4o" of the locKg device shall be fully Lan
tempered/bugglary resistent/or protected by bars.
9. Overhead and sliding garage doors shall bq secured wl a cylinder locK, I ?1111JNI'111_11�'�
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Th'- kv4orly i
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be held to
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3-WAY LIGHT SWITCH
f ac i I i t i es for workers use per I ordinance
requirements. i
pool ocK w/ hordenedsteel shacKle,or equi volent whennot otherloclked
by electric power operation. Jamb locks shall be on both lambs for
doors exceeding 9' in width.
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the of the
TV ANTENA OUTLET
All work shall conform to minimum standards
I atest ed i t i on of the un i form bu i I d 1 ng :code and other
h. Sliding glass doors and sliding windows shall be cQpeble of withstandingWit,
forced entry attempts as outlined in (6706,7).
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IN
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TELEPHONE OUTLET
agencies exercising authority over any !pot Ion of the
work, including the State of Californiaivision of
Industrial Safety.
12" MIN. ACCESS PANEL TO BATH TUB TRAP CONNECTION IS REQUIRED UNLESS PLUMBING
IS WITHOUT SLIP JOINTS (UPC 405.2)
7" A, W
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RECAPITULATION
A.C. WALL REGITER
A I I work sho I I conform to the best pro8 tice prevail ing
lh,�G
SPECIFY LOW FLOW TOILETSCO 6 GAL/FLUSH), SHOWER HEADS (2.5 GPM) LANNI
AND FAUCETS(2.5 GPM (UP 462)
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in the various traden comprising the work.
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HOSE BIB
The Contractor shall provided temporarerection bracin
SHOWERS AND TUB -SHOWERS: "MAX TEMPERATURE OF 120 TO BE
PROVIDED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIX'G VALES (UPC 410.7)
FLUORESCENT TUBE
LIGHT FIXTURE
and shoring for all structural members �'as required for
structural stability of the structure during all phases
of construction.
FURNACE AND COOLING EQUIP. IS LOCATED IN ATTIC (MC 307.3A.4): Co�-Jrn�,,_Cl' PHONE
A. ATTIC ACCESS OPEN' G OF 22"X30" LOCATED NOT OVER 20' -0 FROM EQUIP.
B. UNOBSTRUCTED PASSAGE 24" WIDE W1 SOLID CONTINUOUS FLOOR FR. SUB IECTM, CONE
o1*667-2700
ITIQ NS BELOW
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to insure
ACCESS TO EQUIP./CONTROL PANEL
30" IN FRONT OF EQUIP. W/ 30" HEADRM,
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PROPOSED 1 STORY ROOM ADDITION:
The Contractor shall take all steps necessary
the proper alignment of the structure after the
C. A LEVEL, UNOBSTRUCTED WORK PLATFORM MIN.
D. LIGHT OVER EQUIP. W/ SWITCH 4 ACCESS.
ENLARGE EX. LIVING RM, AND EX. KITCHEN
NEW M. BED RM, NEW FAMILY RM, AND 1 NEW CAR GARAGE
installation of the structural and f i n V!, sh materials.
"on
DRYER MOISTER EXHAUTED DUCTS SHALL TERMINATE OUTSIDE THE BLDG & HAVE ABACK DRAFT DAMPER.
W/ 2 ELBOWS. THIS SHALL BE REDUCED 2'-0' FOR EVERY ELBOW 0(eo
+_6
All sidewalks, curbs and driveways -;site" as
EXHAUST DUCT IS LIMITED TO 14'
ZONE: RS1-1 (SIGLE FAMILY DWELLING)
In strict indicated on plans shall be I ict 9ccordance with
oil local codes.
IN EXCESS OF TWO. 4" MIN. DIAMETER, SMOOTH, METAL DUCT. (UMC 504.3 & 908)
PROVIDED ARC -FAULT CIRCUIT -INTERRUPTER IN ALL NEW SLEEP'G RMS. ' 1 -1,; 1)
OUTLETS IN BED RM SHALL BE PROVIDED W1 AFCI (EC 210-12(b)
rnat,chl existing
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LOT SITE: 7300 SO. FT.
Subcontractor shot I provides shop drowi'ngs as required
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ALL
- PROVIDE HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM STREET
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Designer or Building Department,
- EXTERIOR LATCH: PROVIDE 2 LAYERS OF GRADE D PAPER OVER ALL �&
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BUILDING TYPE: R-3 / U-1 (SIGLE FAMILY RESIDENTIAL)
Legal exists at the site shall not be b I ocKed at any t i
f e.
'WOOD BASE SHEATHING (CBC) 2506.4.
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CONSTRUCTION TYPE: V-N
PROPOSED ADDITION FLOOR AREA (LIVING SPACE): 1,121
S.F.
Provide fire extinguisher as required by fire departmen-
field inspector.
Provide gas shut off valve conspicuous l y marked.
Provide smoke detector as required by ;fire department.
114SIL- 0"Irl /N fte^ D
-TH (�S FIZOUeCT i �S N t>
DWE L-L I K <!7 ShZU— �4&\,(�- W1-\1_F_-- f Z CI-0 Z5 01�S (To I W�)
NO HOF-G T-�HAq i QS 6-FiA Lll_�O N�,S FM R- T9-U5-'H
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V I N C I N I T Y MAP
See plans for locations.
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EX. 2 CARS GARAGE: 4112 S.F.
NEW ADDITION 1 CAR SPACE: 260 S.F.
672 S.F.
Gas appliances shall be vented to the outside with vent
approved by N.F.F.A.
have layer a,,
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All second floor bathroom floors shall one
APPrMIS'
C*
W 1 St St
x15 felt set in waterproof carpet and turned 2"up the
TOTAL EXISTING FLOOR AREA (LIVING SPACE): 1,287 S.F.
wall.
Provide 6-0" high non -absorbent wall adjacent to all
showers.
PERM fT TYPE: BLOG 1-TECT PLB,
k-11T nis n1t
Heritage Park
TOTAL ADDITION FLOOR AREA (LIVING SPACE): 11121 S.F.
A I I bathrooms w I thout w i ndows sha I I be provided with a
GRA Cul N G
DRAWN BY. V. PRAM
TOTAL GARAGE AREA:
five-minute air change exhaust fan to 6,Aerate
simultaneous with the light switch.
TOTAL FLOOR AREA (LIVING SPACE): 2,408 S.F.
All kitchen ranges shall have a exhaust � fan and range
hood. Provide 30 SO. Inch minimum duct for each Kitchei.
-7-01 D.&TED.
-05
-PROJECT LOCATION
TOTAL BLDG FOOTPRINT: 2,408 S.F. + 672 S.F. = 3,080
S.F.
Vent to outside
630 5 Driffwood Dr
TOTAL BLDG FOOTPRINT INCLUDING OVERHANG = 3,438 S.F.
-
All dissimilar metals shall be effectively isolated fro
STR. TYr=N(-
VC,",
W McFadden Ave
3,438 S. F.
TOTAL PROPOSED LOT COVERAGE 47 %
7,300 F.
each other to prevent molecular breakdown,
The spec i f 1 cat i on system used with these drawings i s th(
w.
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FLOOD
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construction specifications institute SI) format.
'drawings (NIC
ge art
AS NOTED
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Construction for work indicated on the as
F. P YES
PROPOSED BUILDING HT: +,-14 4"
is not in contract.
FLOOD ZONE CEFff I'F- IEC'�
JOB NO. 2004-11
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CODE CONFORMANCE: CITY OF SANTA ANA ZONING CODE
CBC 2001 CMC 2001
The Contractor shot I submit shop drawin3 s. manufactures
literature, materials list, ect for review as
required by the General Conditi�nls of th e Contract.
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CBC 2001 CEC 2001
Upon completion of the work, all work areas shall be
debris form the site
cm YVE-S
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left broom cleans and all removed
and disposed of in a legal manner. The owner shall have
first right of salvage for any useful building material
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NORTH
to be removed.
SHEETS
I I W 'I at St
EARTH
CONCRETE BLOCK WALL
CONCRETE
FINISH WOOD
CONCRETE WOOD MEMBER
WOOD BLOCKING
PLYWOOD
STANDARD STUD WALL
PLASTER
FIBERGLASS INSULATION
WINDOW
DOOR
PLAN NOTES
INTERIOR ELEVATION
REVISIONS
LIGHT FIXTURE -CEILING MOUNT
LIGHT FIXTURE -WALL MOUNT
SMOKE DETECTOR
(HARDWIRED W/ BATTERE� BACK UP)
DUPLEX OUTLET
1/2 HOT OUTLET
DOOR BELL
BATH ROOM EXHAUST FAN
KITCHEN EXHAUST FAN _.N HOOD
LIGHT SWITCH
3-WAY LIGHT SWITCH
TV ANTENA OUTLET
TELEPHONE OUTLET
A.C. WALL REGITER
HOSE BIB
FLUORESCENT TUBE
LIGHT FIXTURE
Vm I I Rka %t 0*'� I N I T Y Mo 'A' P
M
Rorltage Park
PROJECT LOCATION
F�, "
%.- 630 f �i66d 04'.
W �WFadden Ave
I wo. .01 ow I p I 1 11 lowwom w "'t on
RE "ISIONS I DATE:
- - - - - - - - - -
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ET "",(o I N-1 @
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wouw,�3l%R Lo U T I!E IM
LOCATED A T
�DRIFTWOOD DRIVE, SANTA ANA, CA 9 2 704
6,30 So
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LEGAL DESCRIPTION G-ENERAL NOTES SHEET S'CHEDULE 0,
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..... now
The contractor sho I I v i s i t the s i te and be know I edgeob I e All roof drawings which would flow by gravity onto the
of cond i t i ons thereon. He ShOf I i nvest i gate, ver i f y and public sidewalk must be conveyed under the sidewalk to
be responsible for of I conditions of the project and the street, unless specifically waived by the building 5
sho I I not i fy the Des i gner of any cond I t 1 on rN.0 i r i ng Official. LZ
LOT 3s OF TRACT No. 2905, IN THE CITY OF SANTA ANA, COUNTY OF ORM"t mod i f i cot i on before process i ng w i th the work. Every dwelling unit sholl6e provided with approved *"
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STATE OF CALIFORNIA, AS PER JW Wd*R= 114 SM 12111, PAM($11 45 AND 46, The contractor she I I f urn i sh a I I moter i a I a,, I opor smoke detectors conforming to U8C Stondo, <
fro 43-6 mounted
OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COW" REAMROER OF equi pll* t, transportation and services necessary for on the ceiling or wait at a point centrally located in
SAIS COUNTY. completiton of the�worK. All materials and work shall the corridor' or areas g4ving access to steeping rooms. UJ
comply with applicabi ' e codes and governing regulations, Smoke detectors shalt receive tt-seir primary power from T-1 TITLE SHEET
and meet the approval of the County and County Fire the building wiring. C\J U1
Inspector. 1,41 fln
For oil interior & exterior sto,irwoy/steps (1003.3.3,509) A-1 SITE PLAN/ROOF PLAN z N 1*.� _J
The contractor sho I I cooro i note and. �.chedul I e a I work a. Min. 36" wide stairway loodtngs. C\J Z UJ
wi-th the approval of tt* owner and shot I not disrupt the D. max. 8" rise, min. 9" run for private stairways.
normal operations of the adjacent construction and tour. c. The torgest rise or run in a flight of stoir may no+ exceed goat
A I I demo 1 1 t 1 on sho I I be � kept to a m"i n I mum; 6 11 dust and the smot test by more than%" A-2 1ST FLOOR PLAN
noise created by the work shot I be kept to a minimum,, (I . guardrail on open sloe of stairs over 30" above fir.
and off work areas shalt be effectively blockeO and or adjacent Vrode. May servo as handrail also. guardrail may be
barricaded to the approval of the owner. 34 " to 380 hi. only at open side of stairs.
The Contractor shall examLinelthe drowings',and shall e. hondrolls (required for 4or more risers) 34" to 36" above A-13 ELEVATIONS
notify the Designer of any discrepancies ho/srie-moy tread nosi ng, I V2 " o I ear to wo I i , 11/4 " to 2" i n cross sec+ on, w
find'before proceeding w4th the"WorK. ends roturnto to wall or terminate 1A newel or softy post,.
show handrail c6nt.for the length of the stairs.
Work i ng draw I n9s ore not to be sco I f6d,ldimehisl ons shall f. Handra i I connect i on at I s adequate to w 1 thstand a 20- 1 b I &/foot I Otero I 1000. A4 ELEVAT IONS AND CROSS SECTIONS
govern. any di�saroponcy shot I be brought to the g. Sections and dtis to cir show how oil stairways are to,0e,
attention of the Designer and Owners. constructed, includIg framing, connectionsi foot'g. and stringers,
ON" size, sipacing,and max. out. provide designIcif,stringers.
PROPEW; Y OWNER the Contractor she I I be respons i-b I-e for the accurate
h� enclosed qqoob,le space under stairs to be protected GENERAL STRUCTURAL NOTES,& TYPICAL DETAIILS
placement Of the sfruoture on the site. by I hr. f , 1-r�e resisfive,ftteriols.
All dimensions Shall be verified in the field at the
Mr.& MrS. VtVlsia St. Tran I
site prior to commisirtaing construction. The Designer Guorarolls ore required 0 floor and roof open'g. landi 11 , londtngs, balconies, S �2 TYPICAL SRUCTURAL DETAILS
ado a open, s ides of sto i r over 30" 1 n h6 i ght. (509, T- I 6>95)
630 S. DRIFTWOOD DRIVEI sho I I be not 1 f i oo of any correction. W
a. Guardrails to be 36" minin height. W
SANTA ANA, CA 927,04 1) 1 mens i ons, ore to be cons i derect " nom i no I unless 0. Open guardrails shol't have intermiaiate rails oran ornamental pattern
otherw i ser noted'. A If Meateurements are to f 1 n i sned sudh that a 4"'sphere con't pass through. S-3 FOUNDATION PLAN
TEL, (714) 930-7018 surface Un I e ss otherw I se noted. 2:
0. Guardrails connections +a withstand a 20 pounds/foot lateral load.
Deto i I not shown are s 1 m I I or 1 n, at'lorecter to those provide structural connection detail and submit Structural calculation S-4 ROOF FRAMING FLAN'
I gn.
wh i ch are drawn wherp� spec 1 f i c dimensions, details to justify dest
on design inten� cannot Be determined, consult the
CONSULTANT'S Designer before proceeding with worX. Exterior doors, doors bet. house and gar., wind. and theri hardware CF-1R TITLE 24 (ENERGY CONSERVATION)
shalt, conform to the Security Provisions of Chapter 67 of the Bldg Code.
Where discrepancies exist between the drawings of the MF- 1 R W
various trades, the architectural drawings shalt 0. Swing"� doors, active leaft of a pair of doors, and the
generally be assumed to govern, Consult the Designer bat. o leaf of dutch4doors sihati be equipped w/ a dead lock'a latch
DESIGN IMPRESSIONS GROUP before proceedi'nq with work. and a dead bo I t w/ hardened i nsert w/ 1 " m i n. throw and%" M i r�.
emb6dments into jamb. Both ore to be Key operated from the outside.
VINH PHAM Larger details shalt govern over the smaller details, I
2232 E. ADAMS AVE. , CA 92867 (714) 771-2332 Wr 1 tten Spec i f i cot 1 ons sho I I have precedence over b � inactive leaf of a pair of dooraor upper leaf of Dutch Odor shall hove so"
draw i ngs. ded0bolt per item 'a' not Key operated, or h(:�rdened deadboft
top and bot. w/l/2" embedment . low
c. Sw g wood doors shall be s id core and not less than 1-3/8" thick.
The Contractor shol I coordinate at I -slab and wof I po��Is of wood doors sho I I belytm` " th i cK and not more than 300 sq.' i nches.
STRUCTURAL & ENERGY CALCULATIONS open t n9s requ i red by c 1 v i i , orch i tectura I /structuro I , stills and roils to be 1-3/8" thick and 3" min * width.
electrical and mechanical drawings.
LAM NGUYEN d. Door hinge pins accessible fr. the outside shall be non -rem
oveoble.
12277 BAJA PANORAMA SANTA ANA, CA 92705 if required by local ordinance or,buifdi�g code, the
e� doorstops of wood jamos of in swing'g doors shall be I piece construction
Contractor shall orate a borricade for civilion or joine�d,by a rabbet.
protect 1 on a I ong c 1 ty property. Barr i codes sha I I be
built per city requirements. windows ond,door lights within 4o" of the IOCX' g device shall befully
tempered/bugg;ory resistent/or protected -by bars. �AOFESS
The Contractor shalt provide temporary sonitary 9. Overhead and st i,o,ing, roge doors shot I be
. secured w/ ��yf inder locK,
facilities for workers -hor I cc I ked
use per local ordinance padlock wl hardened Steel shackle or equivalent when t of
requirements. by electric power operation. Jamb locks shall be on both iambs for
doors exccedino 9' in width.
A I I work shot I conf arm to the m 1 Wimum standards of the h. Sliding gloss doors and sliding windows shall be copeble of withstanding,
I otest ed i t I on of the un i form bu i I d I ng code and other forced entry attempts as outlined in (6706,7). EXR
ogenc i es exerc i a 1 pq author i ty over' any pot 1 on of the N
work, including the State of California Division of 12" MIN� ACCESS PANEI_ TO BATH TUB TRAP CCN4ECTION IS REOUIREn UNLESS PLUMBING
RECANTULATION Industrial Safety. IS, W-ITHOUT SLIP JOINT$ (UPC 405�2)1
...... A I I work sho I I conf arm to the best pr<,ict I ce prevo i I i ng SPECIFY LOW FLO LETS (1 45 GAL/FLUSH), S140WER HEADS (2.5 GPM)
W TO (UPC 462)
AND FAur.ET'S(2.5 OPM1 0 C
in the various troden comprising the work. SHOWERS AND TUB -SHOWERS. "MAX TEMP-ERATURE OF 120 TO 13E IvIl
OP CAL%
The Contractor shall provicled �omporory erection bracing PROVIDED BY THE USE OF PRESt�jRt BALANCE OR THERMOSTATIC MIX'G VALES (UPC-AlO.7)
and sharing for all structural Members a$ required for *JIM 1�0 z
FURNACE AND COOLING EOUIP. IS LOCATED IN ATTIC (MC 307.3�.4)1
structuro I-stob i I i ty of the, structure dur I ng 'a t I phases A. ATTIC ACCESS OPEN'G OF 22"XSotf LOCATED NOT OVER 20'-0 FROM, EOUIP�
of construction. 8. UNOBSTRUCTED PASSAGE 24" WIDE W/ SOLID CONTINUOUS FLOOR't FR.
ACCESS TO EOUIP./CONTROL PANEL
PROPOSED STORY R The Contractor sholt.take all steps necessary to insure
I T I ON C A LEVEL, UNOBSTRUCTED WORK, PLATFORM MIN� 30" IN FRONT OF EOUIP. W/ 30" HEADRM.
the proper Of it goment of the structure of ter the 0. LIGHT OVER E'OUIP. W/ SWITCH 0 ACCESS.
ENLARGE EX. LIVING RM, AND EX. KITCHEN instbi lotion'of the steticturdt and f inish materials.
NEW M. BED RM, NEW FAMILY RM, AND 1 NEW CAR GARAGE DRYER MOISTER EXHAUTED DUCTS, SHALL TEW-INATE OUTSIDE THE BLDG & HAVE ABACK DRAFT DA, MWER,
All sidewalks, curbs ondorivetwoys "on -site" as EX4AUST DUCT IS LIMITED TO 14' W1 2 ELBOWS., THTS SHALL BE REDUCED4'-O' fOR EVERY ELBOW
indi�coted on plans shOi I be in strict accordance with IN EXCESS OF TWO. 4" MIN. OJAMETER, SMOOTH, METAL DUCt. (UMC 604.3 & 001 too
ZONE: RS1-1 (SIGLE FAMILY DWELLING) oil local codes� PROVIDED ARC -FAULT CIRCUIT- INTERRUPTER IN ALL NEW SLE&'O RMS. 0
ALL OUTLETS IN SED RM SHALL BE PROV16tD, W/ AFCI (EC 210-12(b)
LOT SITE: +- 7300 SO. FT. Subcontractor shall provioes.shop drawings as required by 0
Designer or Buitoirig Department. - PROVIDE HOUSE STREET NUMBER VISIBLE AND LEGIOLr FROM STREET 0
- EXTERIOR LATCH: PROVIDE 2 LAYERS'OF GRADE 0 PAPER OVER ALL 0, 1%
BUILDING TYPE- R-3 / U-1 (SIGLE FAMILY'RESIDENTIAL) Legal exists at the site shall not De blocked at any time. WOODBASE SHEATHING (COC) 0
0
CONSTRUCTION TYPE: V-N Provide fire extinguisher as required by fire department ftO-ZOr 1<7 IN * 5MCIA4, FL,6VP ZC3J e: A144`�, M7,516 L_
field inspector. 14�;h I I r-
Noti f3tJ6V*M/-\LW U.
Provide gas shut off valve conspicuously Marked, KAT0L oz.;6m,5 Woof No MIM
PROPOSED ADDITION FLOOR AREA (LIVING SPACE): 1,121 S.F. Provide smoke detector as required by fire dep�:irtment. -I P14-14 I �4 Ftl_ (A-?-f rC, mq - 0) 0
See plans for locations. IL
EX. 2 CARS GARAGE: 412 S.F. Gas appliances shall be vented to the outside �v'th vents 0
NEW ADDITION I CAR SPACE: 260 S.F. approved by N.F,F,A.
672 S.F. All second floor bathroom floors shall have one toyer of
x15 felt set in waterproof carpet and turned 2" up the
wall. (0
Provide 6-0" high non-absortment wall adjacent to all
showers.
TOTAL EXISTING FLOOR AREA (LIVING SPACE): 1,287 S.F.
TOTAL ADDITION FLOOR AREA (LIVING SPACE): 1,121 S.F. All bothrooms without windows sholt I>e provided with a DRAWN BY; V.PHA?4
TOTAL GARAGE AREA: f ive-minute air change exhaust fon to operate
s i mu I toneous w i th thi 1 1 ght �w i tch.
TOTAL -FLOOR AREA (LIVING SPACE): 2,408 S.F. A I I K i tchen ranges sha I I have a exhoust f an and range DATED- 7-01-OS
hood. Provide 30 SO. Inch minimum duct for' each Kitchen.
TOTAL BLDG FOOTPRINT: 2,408 S.F. + 672 S.F. = 3,080 S.F. vent to outside. IVE
TOTAL BLDG FOOTPRINT INCLUDING OVERHANG 3,438 S.F. r4c
All dissimilar metals shall be effectively isolated from
,4
TOTAL PROPOSED LOT COVERAGE: 3 438 S. F.
47 each other to prevent molecular breakdown. OC�, 2 4 2005
7,300 S . F. The Spec i f i cot i on system used w i th these drow'i ngs 1 s the D
construction specificotions, institute (CST) format. AS NOTED
T" ot Santa Ana' NOTED
city
Construction for work indicated on the drawings as (NIC)
PROPOSED rBUI LD ING HT: t.-14 '- 4" is no+ in contract. JOB -NO."":-11 Alk ILI'
t
,.. i- '. .. J ,
REVISIONS ATE
..
kLAA
4
r mr r ,a II . as
aar
e" raw aar a maw r «rw a aa+s w awcA.a n ww a. m Awea w madm w iroaw a w+.v,
r. . a.am wear
+.,. ..« .�.. «
r r .. wrr a armor r .may.. r +..roe a..mearo waive r mww craw
[) 5 t i�i �tft , A Q� I T � C3[
ca SET BACK NEW sSpttXL3 SHIROLE ROOF 4
s
Y
r.
a CLASS A ASSEMBLY U ; ,, ,
� i BLDG.
fCad �XiS fiVC �L ,
l� AND 1 NEW CAR GARAGE
L
T �� �i }�1 � �1:� WALL
10. t/V DRAIN i� iVfG»SY 131 • t,10 PROPERTY 1
:
a.# '..%m a9w. !
as m
.,:A # a a.':. a a # '':a a ! a a A:. >a m ,.:"a a. a' a. ... a a a a m..a a a' a a ..'
a a a s sear p°� ��# ,+.
s a a
, a aaaa�aa amaaea
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a ease .',: ". ,
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PROPOSED I S Y STRUCTURE REAR SET BACK
I X
U r
grruRe
r g
r ,
f [ FAMILY RESIDENTIAL)
r a
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BUILDING
t L D I tvi TYPE:
J i � s 11A ire � .. , 1.
r d i> r ?fta+o _
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PROPOSED
i_ (, l.✓ �, � � � {'' � FLOOR tJ� R C".. H (LIVING � � i t Y t,3 SPACE): �i l.+ ! � J . a }
+ # � , �Xw�,�T :.° .. OC. a ,
r $ r t
w
,.,.., , .. ., ,.; ,ix -
W _�S.F.
J � ..
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„ .> „.
ar {—
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NEB i�D I i U�1 1 CAR SPACE' 2C? S.F.
J , ,. !
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„.
J!i �aa
I f LANDSCAPING AREA
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,
{j �f�y, $fi .tj !'f� fj•�j S.F.
,> ((/(jj $$(( }[^^ �j[j fj j[" j.�, }4 }fly. ¢�,`�`>'" �/�yj,�f'�j (�^(y ARE
k j{.f( :: }��s(j� V �^"y' V {j^'�` t a,a t6 � l J ♦ ... s. {•„ T�TIt.L+ EXISTING FLOOR f.:'{ {'3�R-, � T � F4. �i 4w
r„>
{ }�,
a.
.., TOTAL FLOORA# ll I I VfiJ SPACE)' 1 1
J +EX. Sto no 02
< l
f x tit S S�ETOTAL FLOOR AREA -
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TOTAL Cx FOOTPRINT: S.F.�^
ate; ,
a 3.
a
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4P t. TOTAL }'+}� � � � C�t� T' I i 4 � OV M AG 4 ^^�� 8 a {{�'>^ a
(^y a
(;�•y�( { A
C. TOTAL PROPOSED LOT OR
6'
F.
43
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PROPOSED BUILDING b i 7 i ""i
11
}� 9
EX. -fir` Ft�i £ }
.::.... ... .. ... t✓ L' 1 f �hi¢��T 1'1�jA ^� : 1 EV4.3 i.,J"�[`�{''
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EX. LANDSCAPING v{, - NEC 2001
EX, �' 1R1. � � WALLUBC€
EM15YI SsT6u "f 2 '-C}" , l} STRUCTURE
7 2
:a , � a a
+ <' soma aim# a aaa{asa "aaa ## m as a'a ## as as a a Aima m ;#� as a r
a s PROP051 6iRt�t3ti£
: PROPERTYNE
,
w
Pz
solid core, 13W tick or with panels !
Doom leadingfrom garage into a dwtiling writ +lust tic mid core, 1 3/8
f
LL
I �
C�
thick.(9.210, 8)
I Specify e doom be equipped with deadboft ?134 } � ! Police (8,.210, C), fY ,
4. Specify fluth bolts with r18m mbodment into head nod thfoshow on }
inactive door or extmior double doors. (8-210, H)
,
s. Ghuting in,oxteriordoordoorw within40" of the catch MOAN WMPWW or �
i�i{t8mimm (iiD+ l
.6, Hinges for vutswinong doors aunt have rion pis�
j 't. Strike*tes must be 3 tt2" Inag, semyed to lilt jarob with screws 21/2" fn length, (g•210, H ) #
8: front exterior rt to be equipped with 1 In door viewer, (8v2K 1) i
/9- Lku bove4" ..ed mlm v the
f nuintim roust be color ennnosting to theb sit,#-2ttla K1>
{ to. provide srt lift td P planthe oiso x ar dri Y # Pr
(.2lfl+ lei?
a
11, S "fv Hold &xWm at atomr d a of
tight at ground level; (9-110, L)
12: xt r veal +ys; %. 44
a
.�.. msbe tfALCAPULCO AVENUE (8<2St>4}
%at
13.P of e x
be ov .eat tic of ,f-1 t, >
. r .. ar ... �
" 14, Roqukod txknor li8htsfttms,must b-, vandal mr4sma type. (8-210, N)
E 15, Wooden VrW duess#nm have pands 511 ,in thi .(8-210, Al)Sic
#
o
16. e doors (WiTuding au tic) than to in width roost hame two locking points.
i (8.261ho-, C} aaMra
f 17, Slide bt+lt' its be to ilia non : vahie bolts, (8-2(i8 D)
The sli6t '3/8" ati cli
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ul
z
Li
G.F. I
W.P_
m
LEGEND -
EXISTING WALL. TO REMAIN
- — — — — — EXISTING WALLS TO BE REMOVED
- - - - - - NEW WALLS
F_ EXISTING WINDOWS TO BE FEMOVED
RECESS LIGHT FIXTURE -CEILING Ml-.'UNIT
LIGHT FIXTURE -CEILING MOUNT
LIGHT FIXTURE -WALL MOUNT
S. DG) SMOKE DETECTOR WIRED W/ BA_ ''__'RY BACKUP
DUPLEX OUTLET
ALL OUTLETS IN BEDROOM SHALL & PROVIDED W/
ARC -FAULT CIRCUIT_ INTERRUPTER.
LIGHT SWITCH
3-WAY LIGHT SWITCH
TELEPHONE 0 UTLET
BATH RM EXHAUST FAN
(5 AIR CHANGE PER HR.)
4Q— T. V. OUTLET
&_ HOSE BIB
WA #00
NOTE
FIRE BLOCK'G SHALL BE INSTALL AT: SCALE.* 1/4" 1 -0"
1 055 S.F.+661,21 S.F
A. CONCEALED SPACES OF STUD WALLS AND FARTITIONS, FLR CEIL.
4 10" MAX. INTERVALS BOTH VERTICAL.i_� & HORIZONTALLY.
WORTH
B. INTERCONNECTIONS SET. CONCEALED VERTICAL & HORIZONTAL SPACES
FLOOR -PLAN NOTES
D. AT OPEN AROUND VENTS, PIPES, DUCTS, & CHIMNEY (NON COMBUSTIBLE MATERIALS)
E. AT OPEN'GS BET. ATTIC &. CHINEY CHAS;: FOR FACTORY -BUILT CHIMNEY.
1-1 0-Zkhf)VC M:Trf�TAO STATE FIREklAQ<Wjkl 4 A000AWC"
L I52 X21 DOUO BLE SINK W/ GARBAGE DISPSAL.
I�A 16"Xl 4" GARAGE EXHAUST SCREEN LOUVERED VENT W4
C)U T
�'SHELVES AND PO ES W/ SUPPORTS AS RE ARED. WITHIN 6" OF FLOOR AND CEILING.
-IN 0jSWSF�"_"R (VERIFY DIM. W/ MANUFACTURING.
BUILT l'-6X7' HI ROLA: UP DOOR ',2�QO�DTRIM W/STUCCO FIN D3 3X4'X6" THK CONC. IOAD FOR AIR CONDENSER DRAWN RYi V.PHAM
INSTALL PER'MANUF. SPEC. (�A' MIN. ABOVE GRADE)
36" CLEAR SPACE. PROVIDE COLD WATER PROVIDE 2X6 FOR PLUMBING WALL.
EW FA L PER MANF. SPEC IF,I CAT IONS
U . It NN $T Mir let�W)4' STUB OUT FOR �CE MAKER. 1 fA4 pig L,' , fk5A� AfL kAAf r f �ML DATED. "-20-0
30" WIDE RANGE OVEN COMBO W/BUILT-IN HOOD 1 22��X'V_1910ATTIC. ACCESS.
E W
F AU
1 2 X "
AND FAN, PROVIDE FUEL GAS AND 1 IOV OUTLET.
L
I r','55 0 GAL FIRE W/� . STRAP T.&B. FOR LATERAL SUPPrRT.,--_-a-�-��
MICROWAVE ON SFi-�ARATE CIRCUIT. G F
USE NON I � 12 Ic DNNECT ION. so-7-o
ID
�Rovl . PLATFORM ABOVE GAR. FIN. FLR.
Efl LINEN CABINET. UC
W -NTO DWEL 1"QqA., STEEL. $CALF.- AS NOTED
PLUC4 4RU I "��G
1, T C
32"X60" FIBERCL�,SS TUB/SHOWER COMBO W/ BUILT IN 1 TE)<IST4NPGELECT F [CAL PANEL TO BE REL CATED
SOAP DISH AND GRAB BAR.
�EW 100 AMP ELE"'TRICAI. PANEL Job NO. "012
TEMPERED GLASS ENCLOSURE.
WX4' LIGHT BQX IN CEIL. W/ (4) 4' FIXTURE.
RECESSED MEDIC NE CABINET.
-0
i
0
t
i
..__.e......._.._»_.. w '.--+,....+-:w---..,...�....+........_..._.....v..,.......___-......«._«.....,.........__.............._......,.._.__®«....,.._.m......_........»...._......»,-+«e,......._,.�.�..,+..r.,.._.... � PROPOSED 1 STORY STRUCTURE
ryVyUy
y(OPO ED STR8\_. R EXISTING
STRUCTURE
R Cy [
- YA b M'f9 Yw A! Ah nY
{
Ic
1 11 1 1 o 1, 1. 10 1 1 .1.�
REVISIONS DATE
-d-CWMAL �NGTE-� 7
rkAM11Nd_
L "Code" where referred to herein rePers; -to U.,'O,C, I. Roof stieathing to �e 118" COX. ptywood <110t:X P4/0) with
2001 EdItlom Lod "OR at'
T,
2, AU work shatt conform to the t-equireivients of the code. 6".0.4, in #U, 3kW R 24r 0,C_ PX 4 I<E*t 4�UN
DOVELS
3. Att matert,�,ts (Wd workmanship shaR conform to the Orawg 6� 94 in oil ot'�wr sidges;,
and
U� in i0te'rMecliated
ARCHIL.
T .77 i�1;7
4, The controctor shaR be r�tponslble for the Safety Of the iE�, Ftoor sheathing tO �be COX, APA rated. 71 '0AX, A --- -1 � . i, .1 � " - *�,, , �� �
buitcling during construction and shatt provide adequa-te w/ A Od -no I Is 0 : 6-" c. 1�z6ddry, 6 " 0 4 c. n a I I other edges, 11 � "I .- 1 1, �4 ,, X1______W_�____iy-
shoring, bracing and guide during construciopj;�, -�4 1 h J 1*1
Iff
sosety 10" o.c. in Interved,loted (field).
MAX_UNSUPPORTED HEIGHT,
Ing requirements s;hatt be in accordance w;,t
and bract h Alt t
Notionat State and Locat Apply cont. qlUe under floor sheathing a all I a ints.
,;(��Fety ordinances,
U SLAR REINFGRC,
5� The contractor shatL be rcsponslbte for coordinating the STU"' S BEAR'G WALL NON BAR'G WALL
3, Wood diaphragm to'be inspected and approved1by BLD-G Dep- W14ERE: [JCWkt
work of att tracle-s and shatt check At( dimensten-S, artment prior to itover`lng�
6, See mPchanlcat, ptumbing and etec':tricat clrawtng For size 4� See detall, 7/S-t fo- typ;c-oL( wall, sheathirtij aA, 2 X 4 0 16"
and t0catlOn Of aU opentIngr:, required for ducts, pipes 14' 10_010
5, See detait 3,/S-1 4�br typicat diaphragm detag'and notes,
and for Q�i, pipe steeves, ejec s and other 6. See cletaA on frainfoig plan for shear watt 1fxAQd'tedA EA--'
-trica,( conduit 1 1/4, DEPTH SAWCUT OR
See shea WAY MAX <CADUT FILL)
ed In structuret work, QUICK JOIST e, P01
items to be embedded in concrete or otherwise Incorporat- 7 r watt fu(t tentgth and �,ijtt height of 2 X 6 0 16" 10 20"-1'
the watts, 0
7, rn att cases where o. confilct may occur, such 0.5 between 8. struttwat observa"ton wait be preformed whenfrequired by —7 7-� �7
items covered In specWications and notes on the drawings -the Bultding Officiot 2 X 8 16�
24'-0'
or between general notes
and specif ic detolts, the, Arch.
00
9. A certtficate of cat-*tance witt be provIde0i pot the
SH0,0. be notified and he witi, Interpret -the Intent of the ., , , 11 , I t - 41
17. :. I I
I
contract documents, tamtoated TYR
Z Q C\j
to, The MAX dept-h of inotchIng shatt not excet.-d 1(6 the depth Z n
0
1-#4 CUNT,
Where construction materlcoLs are temporarily stored on middle 1/3 MAX. DISTANCE BETWEEN FLOOR- & ROOF.
roof or f1oor framtn% they shalt be'distributed so that of the �vqer,�ber, and shatt hot be located fri th.*
4oOs not exceed the design tive toad. SLAII REINFOKCIG
the toad c of t1w span. >
11, The nax� depth of notch4V shoA not exceed �/4 �',he depth at 1ITE, SEE NOTE ON FOUNDATION PLAw WHFPE OCCURS < Z
elrtds of, spans. WHE9,E SAND VISQUEtN APPLY,
0) V)
WOOD FRAMIN& 12. Pr(�vlde sotiol 8x Modking under partitions perpertdicvtar to floor 941
joist. W
1, A0 horizontal toad carrying memloers and posts to be Dou-
gtQs Fir LarcK
graoie No, 2 -typicat U.N.Q, U0 pc�rtr*ms -E *Iqr
a� 2X 13. Provide doubte jqt5t' er parallet beiaring WOOD STU"D SCHED"U"LE 2 CONC, SIAB, N ky-RAD
b. 4x, &x grade No. I typicak U,N�0, FOUNDATION N&E&
C. post grade Na I typicat UNa. 1. For ,floor dimensl0k, curbs, under ftoor ductsj coodults, etc,
2, Studs, ptQtes, sitts and btoc�<:ing to be construction grade 2. Ver4fy ati, cohditit:iiis in field. Llj
SOUNDRY — C\j
Dougiia,s F'fr or better, 3. See detail on ptAWS-1. fon sheAr- wott fndicot: �d
_j
1 Silts under bearing and norr-beAring stud,partutions''shal-I 4 See detA.9 !/S" I f p Z
or, typtcat slab on groo;e, O'n+t-ot joints,
EX'S"Tups e 161,01C, U,�K!1 1.00E OF PLYM
000 AbOR OPM
N" Uj
lae pressure treated Douqtas �Ir bot-teO to cdncrete with stab depresslot, details,
5/8' x 10' anchor lofolts spoced not mor6 than 41;0,1 G�C� 5� Shear watlslj/S�Idenote rutt, teoqth and the 16d e 1210,C, TYP,
SIZE i0AiIN6
untess noted otherwise, the-e shAjt be one bott with 9' wall,
of each end OP each Sitt pfece� Knimum of 2' balts pe'r 6. See grading ptan, f tai--atiom of st p fo4�-)+i o-b PLYWOCO Vra
or nj, and st
a,"r I ,, , , 4�
,piece. M. Z FRAMtNo
4, The bridging shalt be provided a-s per code. 7. Anchor bot-ts are .5/8,1, -0 e-32,11 O,r -typicot, PWAD 2 LL W040 ONOM All
5, Standard steet washers shalt be used on att heads And nuts 8, HOIdOwn an(thor bot*s tq be htstalled in p(a(: rfor to co4t C, WTERM MUNO
bearing on wood. for inspection. TWO' LAYE'R'S OF Pl
IS USED STA00 �AAEL JMr.
*
6. Framing members shatt not be notched in any manne 7, SM, PRAMING� NUTE
re'xcePt 9. Saturate -the scA fW doep before placejfjc,� tj* cpocrete 5�a
where sPeclflcOMY Oletalkect or' approved by the Ai�,chltect, RK/1
FMADATIONt
7, Mlnimufl nailing for at( wood members 1hatt be Os,,per codtw
untess specif icatty noted, 1, The fou6clation deiA ned Is based on tKe roco me�ndations
MAI NAlt-1- ESSIO
�tructL4rat ptywood shalt be contained In the So# Report No� d e 0
de., Struct�,Irat L t I-
fEPA d
i, NO
ckness as wted on ptans with exterior gtue conforming to and propered by U�B,C� TAKE 18-1-A� Uj
Att the recommendqtlons contained in the
product Standard PSI-91 Each sheet shalt Joe identified byli:�� abovb mentioned NOTEi
report are part oP these speclficatlons��
��o registered stamp Or branoi, SEE PLAN FOR LOCATION
13, Edges of alt opp 3. Site And base preparation shalt be As per report re-, *_4
-nings t-f5iru-5 roof' or ftoor shatt Ibe nn OF PLYWWD SHEATHIG Z
pen boundary of ptywood dtaphragm� naltIng requirements, comMeTtdo ftns. NO 36957
4. AR Pootting pack; sh&jj bv Inspectpel by thc, A engineer
10, AR wood bearing on concrete or masonry shalt toe 'pressure Uj
treateel Douglas Fir. before the cancreite is poured, W
L2. Joist hangers and other cot�rvctors shatt be Simpson ty 5, The soiL bearing volve used for design of F - ting upon
pe
-de is, op
or equat. wridis-tvr-bed soas -and 12, bc4ow to*' st f im�vssh Gro
100 PSF por, spread footings, =0 PSF f cor tlnwious
3TRUCTURAL GLUE LAMINATED TIMBER, footl s.
M
conformancc
with commer,cial standard, CS-253, "Sty'
Materfats, manufacture and ritwti*y contt-ot shatt be� in, D
"-UC- At-r 11J �4
... .. TYPIC"AL WALL T`Tff"AL DIAPHR M "'T"TAIL AND NkOtTE-8
turat 15tued Laminated Timber',
Gved (aminated beams shalt iae combination a4F--V4, Douqtos Typ 0 0.
Fir and Larch per AITC 117-,71 or combination a4F-V4, with jJ4ANqCR
hem -PIr tam1no-t'lon per AITC, PLYWD. A�� NC)TF:D
-4-
tr"uctutv'at glued laminated timben shalt be tmspected- HIP, SE4 PALN STUD 0 16, [Li,_ DLKt(i c4(j. 4MS 40Z MAX STUD
Alt s RX SEE PLAN 2X
during tanihation by an approveld inspectio ICLGI --
n agency, A WIDTH NOTCH Wi])Vi f4
certlPfc(xte of Inspectfort si-roAt tore 4JWA,�k 0
provided for the Arch,
Z
priar to erection, P�_ft E)MtPT AS�
NOTED ON FdUTYPL
AN
1, Each glwed taminated beam shatt be stamped with IdentiF'g
number and shatt be accomp,�tnfed by a Certificate of in, 60, X -,MAX SIUD 40X MAX, V00
spection, 4, ME NAIL%
5, The c CL, *I E4 STUD E
,jLued taminated beams shatt be- furnished by a litceps d 5/8� MIN. Fj)(;r
le B"DARY -------- DTSTAMM, TYP
of work. The fabrica- ALL S111D ALL STUD
f abricator specia(tzlng in this type, NAILTW4 CEILJNG JDI'Sl SCHEDULE
I to Ings to the Architect
tor 5hait submit complete s�* p drawl
A35 EA
f'or approval prior to fabri(:otlon. _j -4.
L
SIDE A�35 EA C01 JMSTS AW_ DEStWn FOR DRYWALL PLAST <Ut.10 NA-L...ke P,4ir. >
T
'ONCRETE� SIDE
'14
S'04(
e_1 Struct4r at I` thl
r otue conforming to N,
04 KP. S`TAGWRED "PLYVU SI SPACT* JOTST $PAN R0000 NON BRING STtJDS EXT AND BRING STUD
Cement, Type V conforming -to A,S,TM, C-150 04 K.P. VUCES
At( concrete untess otherwisc- rated on p(ons wit( be reg- A35 EA A35 EA I. NOTCH ANO SORM NOT To OcCuR
; I i6, UZI IN'SAW M0 SEC71ON Z
utar weight hard rock 'type (150 lb/cucFt,). Aggregate SIDE i f air
TOP OF CoNc, I 1 2. W'MORE TKN 2 X SVCCESSW� 0'a
Shatt conform to A�SJaK C-,:,Q with proven shrinkage, chd- 6 -_ 12* MCI THIS' SCHEDULE APPLIES TO ALL DOL SMS MAY HAVE 60%, OMW, a" a
Of-& UKO, DN PLANS SEE,A9ML
A I,' T k* P_ V_1 HOLM
1. Strengthsi Uttimate comprescsive strength at 28 clays - F'r- STURS VEC.F1C REORTS.
SEE SHCAR WALL 12, ac. OF STU
60X NAX 0
2500 psi, 111C t) wrDTO
shaLt be four(4) inches, EX, U, SM PLAN NAIL 1 12, tic. 261-V
am Ir &C�
!;CWD, FEW AR.
1,, Maximum stiump of concrete USeld in Floor stab at Flat Work _L4___ *8 211-01
L Vibration, Vibration of concrete shutt be in accorclance SEE. PLAN WRCK FILYWD. QCCM Co EA. ZIDE S14GG, PANr_L jal9r. TN117R� N41LNG 941-04
With the nenerat nrovIslons c)Vttjned in Pn�-+I^n,4 r�ampn+
X71b 4C
0 ;: a
0
_N1 0 W 0 .
As-sociatton Spez, ST26, 1.0
< Z
Cw-ing, "oncre-te shatt be maintained in a moist condition K.P*' C' 0, N N C ". DETAIL 'r T
0
r�IMMIAM Of flVe days after its ptacement, Approved TYPICAL WALL SHEATHI CEILING' JOISTS SCHEDULE( TYP U & BORINC`
�T
for a" NOTCHIN
cwring compounds may lore used in lieu of moist curing,
Strength te5ts: of concrete shaR be required as per code 0 2 Z
and as cruttineol in spoclftcatl�ckn reports shaU lae forward C 0 N N EC"' T 10 N NAILING 0 4
to the structwral enolneer. 0
8,
Anchor bolts, dowels, inserts, etc, shati, top securely tied USTMA NOLOM
in ptace prior to, f Oun6atIOP Inspection.
D 11R.
1,
2�
3,
JMSr M SILL OR GIRDER TOE NPIL,
IMIDUING TO JMST TOE MAIL EA Emlt�
M SUO FIR OR LESS TO Ek JUIST FACE RAIL
3 -
a -
itd
Id
4M 4 OLE
11NM N PLANS
3-16d NAILS
P_ -
F`nP 2X TRIMMER
9,
Location of construction and pour joints shaLl be approv-
Sit AN
4�
s,
WIDER, THAN TX6 SUD FLR� M EAXIST FACE UAIL,
3 -
SPUICE AT LEIVE.P. KATE
.
.........
(P-V TRIMMER
ed by the Architect prior- -�,:j pouring concrete,
2' SUO f-LJ36R M jOIST OR MOM BLIND & FACE NAIL.
2 -
d
te-16d EA.
AT UPENIM
0.
Contmuous inspection requirec, for concrete F`c greater
DEL STUD
/—OR ��a ST
1AIM40 "O'Lom
C
7�
ME PL� TU JM-TT M PLKING FAM NAIL,
TDP PL TO STUD CN11 NAtL.
164
P-41 "I
18-I(W CA 1601 161ac.
SIX or
HEADER
WIDER T14AN
41 6�41)
than ZOOO P51,
tXC PLAN
STUD Ta SOLE Pi- 4-8d TM NAIL OR R-Ifid END NAIL
�gx tit
SPLICE
4-16d IV&$
9.
MtLt iTUDS FACE NAD_
Wd
24' 0,C
rOR 4X
RFINFORCING
STCEL�
10,
it,
Dwv-c top in ME NAIL,
TOP PLS, LAPS p4itn8�r-c-ttws pArc f4AR
164
a -
e4- MC:
------
E!X TRIM
1,
a, Atl rernPorced steet -to conf�orm to A.S.T.M. specipic-a-
W-
CUNTMOUS HM TWO PIECES,
164
tjon A615 Grade 60 untess noted otherwise on plans.
U
CL'CL JDTST`,5 711 PL. TOE NA4(,-
3 -
R
b. DeformQtlons sholk -4e in or cordaince with A,STM� 4305,
Unless athei%wl" rtote4 reiriforcins �rtteet be
t4,
I*!
CENTIM.,WS KW. TO Mn TOE NAJL�
Oka SIT,! MAJEW" A)
4 -
'01t Shatt,
Am
9", WN By$ V pa"
(apped 36 bar dtattv�eter or P'-O' mtnl;�vm whichekyer governs,
17.
RAFTEP TO PL, 'TOE NAIL,
Att sptices shot( be tocated as detaited in plons,
M
119,
V ARACE TO EA� STUD * F4- FACE NAIL.
1X0 Sjil"G OR LF-.
'SS To EX pEARWj,rACr *IL.
P_
3.
certiflCation and tes-ting of reinforcing steet shalt toe in
211
VIDER THAN IX0 SHM TO E& BEARTWi FACE MIL,
-
accordance with the provist n of A,S,T.M, standards,
ex JMIS
el,
UtLr-vP cNk. sTuDs.
115d
24' 11,C.
4�
A0 reinforcing steei. shatt be $tippOrted and tleol in con-
P-2X F,4 OR WA'
Formance with 'lhe Manua( of' Refnf orcirig Steet Practice
HEADER SOW19-4.1f:
SCAIXAS NO"D
Por Reinforced Concret8 Stri,iCtures* tate st eClition,
F T -F
IrL W/C jL1Wj
Provide -the Following Minimum t:'t-0-tective covering,oP conc,
— -----
_�y
Untess Otherwise notedt
Pwam STUD lolard
06
Deposited agains;t earth 3' ct4ar
DPL. STUD OR
W= Pn$T
SPLICES
X6
In c6niact With earth (f ormed) 2' ctear
SEE PLM
JOB Not loom
I
m
11
ip-1. s
.
• � a, s
In
}: PREDRILL HOLE IN
EX. f TG & FILL W P€3XY
W1 SIMSON FT-2
I CSO #494'5; LARR25185
EXISTING FOOTING
FOOTING DETAIL
2X P.T. SILL W1
,aW,4
yg° `q} , fig ,j p A.B.
.{ PAC/I N' G SHE
L T WA F#ERS
I MI SHED F LR
ad p6/
s-
. ... . y� , .. a ". i.....• #R I ' -T yLT'fJ[. dAPi.L#.. 4 - k.fRi i,::d�Fd, _.,dam
��NAILS
� T P
- 2X "ING aWT.
-2-2,X TOP PLATE
#16, 01c
SISAMCJ9 FM COL. CAP
6 x.f. STD. ROOF S.NSATHING �.^ a
ts{ €II
�Ar�� ��are� c srsq� ���, vow;tic,
L.4CATION, pbfiAIN:PAN A €,i PER
GLU-LAM BM SZE PLAN)
} Es. cs�c A sort s.S
WAT R HEATER OF
2X C iI_. JOISTS a 16' J.C.
Wt/ R- 'b ROOF INSULATION
(WATE� HEATER SUPPOR
(Stf_� FRAMING € LAN)
j
_ca RAFTER TO CE*04LJTS CONNO BM. TO
POST CONN. JOiNTS TO SEAM
X,
'PLY WD ROOF ,aTt roc NS #Y
CAL. FRAMING 2X WI} $LOCK i NC
B.NIX S"IPLAP, Rit 41 OP
A
A HARDWARE CLOT44T ,;
F'Lifl ..80(10
(PD,
BACK OF 2X BLOCS
CONT.CALIFORNIA FRAMING 2X FLOOR 401STS SEF FLAk
f
RAISE£� 4d Pd#Ld d? IS�e VV i VNI ++5_t i W9 }} 9#
i F {i �C 70
FiFF2 OCCUR SEE PLAN) X CiR}
t STUD 1 °' C > PWR. DRIVEN SILL PLATE
�M�t � /'any O B SNOT PINS MIN. }d &9 }} }a SXYL TE I C84 #24607/1 Eli
6� 4tS;ii L�. S$F'S�N .. s CONC. S.LA6 r ..
f8 .1... }
4 N . CiNC SLAB F END OF PLATto
6 —I O CN ER STRIP
IC6 fO � � MOD 12I�4 X� t1"t
OVER I }} SAND BEDt 6 MIL OVER 'I }` S I
VAPOVSHEDUL
ER }1 i d} IJ FILL,i _ SANG FILi
W S-F OR DUL ST & L
X r
DRAWN by, v P€itAAK
LATE
lu TOP Of
3
T$. LA
lCM9M� Apt '
, , «vim h*++er9nr4^+s+•sa .....:..__.»..,....... 4^"'" 'S" ' 6 . ..
It,e r �h dn/ A
e,SCALE
., a .�
NO' b . ,r P ,
Q#4
14a , ,
q a
_. i*,: _t k I — —
m
I
x
t'i
12' _0„
�aS D STRUCTURE
[�+2 ( D 1 i
✓ti I S I I §'iG ? i RUC i'13RF,
PROVIDE #4 REBAR @ 24" O.C. DRILI.5/t,0 IN EX. FOOT G
6" FILL UP W/ryEPDXY LEFT MIN. 3`
1W
S_
5; 4 1'
V. MS( Jt 4.4 .&de
#
t s
z 1
Z�l
T/2010
TYP Is /(T YJ
20
S- f / /
.' d f ,' / f // d ,%I MT37 @T.B , 12` �.04�
j i ,/ r r,• ff f rf ,, I ``
5OX4C� S�... WIND.
r
r a_
r
f
r
+ ,�9
r
s'
.p ' u
ar. r3"1ill,
f.aww .�...we awwe �mcx emir : +ww w+w ars °.w,ww . aew.: +rr w.«. .,. # . P ,+l'. -art.. ".�P' �,es _ e.� .. «�. ..�., . .*�. ewu . .. ,:.. ... � ft
�i X% 1 } / t � Yt`tVt+t � O : / 1 p° / ,✓, e' p eq." �..,. �„ �„" �` ,�„' .�"" �i` `�` r - .� -� t� � ����
>:{'� .rJ / r'" d ,! f j` % ,! f f t`< f / / / ! / � ;
OVER SAND BED, 6 MILACCEPTED FOIR 77-
00
/
#I ,
VAPOR BARRIER # d r > /t
/ %' ,/� r / .' / f f / / f / f f r� rf ! Al,
r
f
r
,
f
r" f
/ f /
d
f r I f ' f f f f / / r f e / / r r
PROVIDE, A. B. 1 � LONG � / ! r / / r / f f # t i � � ��� � �w�a
t f ' ` r r J J /' l gip i F
f'. a4 x f f .' ( i d f ! f f :.#.i ELECTRICAL,b ��, 3 ffis� � v`� C : 1.
/ 0 �+'
�l J d
J�
J %
2 N TC1 � a
EhlBEC3E,: 7 .�'' f ,� � �. r d � a°
LE
/ d ,� r r f v� E job Z
/ 1 .<` f 1 It L1 must
F r f _ a make, to
s
C.OtdCl2E .. MIN. , . FROM EA . END .!
f ®f r /
�r ,
c f 1 1
T
..v
� S HL �;R WALL / � 1 i.°
EE S L SCHEDULE
f / a .� x
E ( # r'f d f ✓' i r d ./ % J f .! � $ E �t`I�I3� � '�
G p � :/'�` « / / f r° r' ,� ,'' r / d fr ?' ,/ f ,!r; , d ff� # �`�,� � rwithout' � � '1 �.„,
g# d d f / / f ✓ f / / f r`` !' / f / d F F f r !r III I. -
I ,/`�. .'`` / f /r '� f :'� d P r ' f jf d 6/ . ��
(� # r d r 1 d / t 1 TYP } r°
# f f f / r d / ! ! f r ! d f , r r F d` �, d d , , a The I this and ��if.tI SHAD G�Ilzr
3"°'
s Q ' t held I nor E1 �V%�� #�I �� art
/' provisionan or Stale Law,
1 ti1
� � # r '� / '' f f .' ,/ r' ,'` I / / � i / / ,%` r f r` ,f f, f / ✓` / ,fr ,, / f, / / ;r f �,, #j f � � i�i � ><.
` / �! d f f % ✓ / / r fr r f%% ! r F .. 0 4
�a r�'^+ t" i /° / /r ✓! % 1` f .'r f" r ,.' /' rr ./ ,- ,'' r !,. f fr <% r F'! f ;'r l,` f.f rAcceted 8' a LLJ
1 2" F T G. C f /f ,� f f rf !` t .� / ,r f / �! f, fr r .! r ! f f 4... 4 A f
.. f f ✓!` f f {� f f f ..% /`F .!/ . .1 .f' r'F r' J' .! /`�` -'` ;/ 1 a +. a f
Ld
rs i ! / ✓ _ �k i o TY ¢ + " A ANC "
j} (, YP , r ,! f f .f f f f }} , J .�. �......._.�.:.. d (E _ �. _ ... _ �.: j 5 4 { Y'-""
2 4 . t 4 f 1 3 L Xi $ }
1 r §! / f f r r' / % % f / f' ! r ,` / '` r ✓ f f Jf i ! f{ G �J # _ �,
f / X POS1 , p LN Date , U
Lr),. .. . .. » . - . . # f f / f f i f f r f f / 1 c _ _. ! I
l f 3 / S_ i
... ,.. m.. wT m..»'....w .a..»«�. ,.�, ..,,.....� «...., ma,,. ,.�+.: ».�.....,. .,.�...<r.. .:.:.. ,..rer. xw.e+::..w. ,w......�vr ...�+-.a.,a. „w..�.w,. w.,or .w...
ajj j
rfff it t! `%d / d .f f 1C,/ / �/ 1f {4 iE _.l.�0ii
✓ Jh
f r
"2- 2' _C}' (3 I !// f , f dd ! �' / _^ ✓ r r / d `' d r `i x 1 # {TYF'}
4 S "16X7X S-2'' / r' f, f, ! ! f f d I a>
S 1 6X7X /ry {y Aeh
r P^ fr y. r a t ! ♦ / f'. r d . r '` �, d }j rr .. / f , , :.` # _" t ✓ L;: 4 4 L.3 ..} i.., A g C�.1 :: !. " MAX.
. r # ,>-
EE SW 1 FOR DETAILS ,J / / ' J
tr 6X-iCJfi(} WWIvI ; t
j i ?
OVER 2" SAND BCD, 6 MIL. CONC . STOOP l
1 SLOPE I (_
d d r06
- VAPOR BARRIER
ER 1
_.
f
LEGEND
/ w 77
PR VIDE B. 10„ LONG ; C
CL
t
1 71 y EMBEDED 7" INTO i #
d4 # S 3 17 1 ! 6: REMAIN " k #
CONCRETE MIN. 1 2 FROM E END
M , L
/rvk
NEW WALLS � � � �, r f / f` r ! d �EXISTING WALLS TO BE REMOVED
bd r � f L ..� . �'
LOPE'f f d d #' X: 2Ak 1 W TG,
f f ! ! / r' r
1 .
g
WINDOWSTi f _ a (TYP ,
—__ EXISTING f , , ( n -4
d
4 w� f f
(�
s.. # A. p x
r i / <; 1 Ia lei F'i , . r
f / }}
pr
/EXISTING STRUCTURE Z
I f
/ DRIVEWAY SLAB OR ASPHALT
%2" EXPANSION JOINT
f --OPTIONAL
GARAGE
SLOPE 2" MIN. TO PLAIN
4W, 2" SAND
T
COLD :10 i N._ - #
ik
(A 2 POSER 1 #/2 CLR
" CLR
(2 ) # 4 BARS Q TOP & BOT ,
A FTG.
N.T.S
<I 1TY} f 1 / r 1 %.ps f�F�OVII7F 4 REIAF C4" D.C. DRII L'/" C3 IN EX. I CiO r i
x - r j* f{ LL
6" E It_L. UP W/ EPDXY LEFT MIN. 3'0r CO C S A lP}
1 1 F i N E ®7 tY L B, ( )
�,,,. 1 � i i - � ( /` J`. / .r` ,✓ ,r` s` < ` � ., rr r 1`' ,r'' ` = � - � 3 ---—�----.. -- _..__ r i
a '
71
1 °
'. .wwn aw.. xw.o .r+.+m rtr rrnw '
r
w„
f f
tl7
__0 0 C
r f, Imo__
f TYP)MW
!f=2{ /i 1 1 ?2 0 1
� ? es 1
L - 6 ma's
PRQPO;,:O STRUCTURE.
U,
i ) �
MST37 CATa&B: !, 1O` 0,' -'
°
263_8' .� v,......._.._....,.�...._._.. 2Sp._O"OF S /o
CiIJyi`G CTfiITJp PpVpQCLSTRUCTURE GJJ�. I.` -.
rA
EXP 0 t 0,
Nth: 3697 ;
L A N
AL
SILL
BOLTING
NOTES
to
MARK
ALL TYPE
ALLOWABLE '
EXTERIOR
INTERIOR
SILL
NAILING
1
AL.L. EDGES OF PLY WD .SHEAR WALLS MUST FEE
I
WHERE PLY WD I S APPLIED N BOTH F S OF
� T ACE
1 1
3'HE. VALUE FOR cYPSOM (DRYWALL) MUST ICE'
SHEAR
WALLS
ALL
AT UPPER
STORIES
r~
BLOCKED Wl 2X SOLID I �J BLOCKING.
,,
A WALL AND NAIL SPACING I S LESS THAN ,6
t
REDUCED ED 50% FOR DYNAMIC LOAO G DU TO
Dki.hP�N BY. A
2
DES I GNAGES S I.L L BOLTING I Nt� OR NAILING WHERE
£ . C . ON EITHER SIDE PANEL. JOINT SHALL. BE
OFFSET TO FALL ON D FFERENT FRAMING MEMBERS
EARTHQUAKES I N ZONES 3 � 4 .
-
SHEAR WALL SHEATH I NCH I S TO ICE. APPLIED 10 BOTH
SIDE DE OF WALL.
OR FRAMING SHALL FEE 3 NOMINAL OR THICKER &
,
12
USE COX CC OR STD SHT <G IN LIEU OF
�
/z PLYWOOD S i"RUC T 1 T1 P s OR STANDARD SH 1�G
260 PLF
� ,+
/�
,r
38
O.C.
� +, +: O.C.
/i� 38
_
# 6<J
r. ,;
r
�,
O < c
T
c^. : _ _
NAILS ON EA . SIDE SHALL. BE STGGERED, PROVIDE
_ �y-�-�•.
�z:.
E .O ,,
STR I I PLY Vi+I7, ALL. P€ Y 1ArD SHALL Bc. Lt�,LIGE.AS
D�"t'D: -a
-
q. .+� "O ,�,
ppd,.�i NAILS
j ; „ O.C.� EDGES
W / Ot,# i Y A I t.... � a..� �r Vt, L5 L iJ.�C:.. J 4t 1 f. V n G . FIELD
µ. �j (� 7•`
tR'�L.V PLr"
� t i f�.
��
r P
1 �
/'y �•+
r�' . � ., 9 �,°� f, -t y'�
�� {�' '�,.+. L.
� �i
# ,✓.l.d
(..
r�
_. ,,
,.}
r�•� �
V � '.
3
SECTIONS �,
WALL HAVING A HE r GH TO LENGTH
a.. 4 f VL � I� t7 i i S RATIO
� { (' �` n `7
#.
1 A
LONGER SILL t. L BOLTS @_ X PLATES.
A V .J i.. A ' i S:. �J . � '
, � ., �} t r� {� (_ �^
�'}.. SPECIES
-y [.. (fir ! �. 'y ¢.. CHANGES.
p OTHER
[ {� ( �• +./ REQUIRE-
FIR,
[ t i\ y U.T HG.IZ ...Yf a�.L I �J MAY f\{�m 4.dU � f1 �.. 4. i7M'k�VL 3
-"__.._.e__.........„..._._.,.__..._a..,..._
,...._.._
i <.... V (
(TABI_E ¢_.. I I - I `-1 UBC) NOTE 1 , & 1 O, 14,15
5.'es
U. l„
1 J
g
EXCESS'
I tV i,.. 11 i.. L,.J:i V�'. 1 7"� is � BLOCKED.
/2 HALL BE
E �
8
. : #t xt
'
AL I CONi . EXTERIOR FTC; TO NAVE. �// X1 A.B.'
O.C.
S
1 3
.
STUDS SHALL 13E SPACED OF
4
F
PAPER BACKED SELF -FURRING I NG EXPANDED METAL
0- 48 UNLESS OTHERWISE NOTE ON . ANS
MAX. 16" O.C. 0E�
DRYWALL WITH 6D COOLER NAILS 4 4 O.C. EDGE
145 PLF
5 "
is �
72 "
O.C.
� ki _0 -172 O . C .
/a C + �
ti
, 6U
. „
1 ?
O ®C .
� ,PANELS
LATH I�> I CBQ APPROVAL.
9
ALL INTERIOR NON BEARING & NON SHEAR-
SHALL BE APPLIED W1 LONG D I MENS I O N
4
&FIELD TABL. a 5- I UBC UNBLOCKED -NOTE 3&9 BELOW
}
250 PLF
%"(A
�6"
O.C.Maxi
� ;fib" O - C .
16U
c
- k,
(11. C
5
FRAMING Al ADJOINING PANEL, EDGES SHALL
WALLS MAY BE ATTACHED TO CONCRETE SLAB
ACROSS STUDS.
,
.3 NOMINAL OR WIDER DE*R & NAILS I.,3 SHALL SF STAGGERED
Wr HILTI DN*72P8 $24" O.C. (ICBO 238
)
14
AI SHALL
NAILS rl LL DE COMMON NAILS. L.S ,
SCALE: AS
NOTED
.�
SILL PLATES SHALL BE 3X > PROVIDE LONGER SILL BOLTS, �
L T � ,
1 O
ALL SILL I L. E3�3o._.TS SHALL HAVE MIN. STD CUT-
r
1 �
STUDS - _
SHALL BE A MAX. OF 16 O.C. & F'At�EL
STUCCO VF'' PAPER /16 GA. STAPLES
BTU O P E E1AcEI1 LATH
1 80PLF
„
/a (A
- Pt
55
O.C.
,: -� :;
/8 5,., ��. C .
; 6d
8
0 C
6.
_
/ INNER -SEAL O`aB STRUCTURAL 1 SHEATH° G M
� MAY
r y " I ri
WASHERS OF 2 X2 X2X1 , 4 BET. NUT3
p j }'((� [ j{ryC ZO j � j
& SILL PLATE �E I M4 AND
.�TL�DS
,
PANEL APPLIED aV! LONG DIM I OIL ACROSS SSTUDS.
pO }� O
r+ ', ^., Y.
C4 6 O.C. 4TC.F BOT. PLATES, EDGE OF SHEAR WALL AND ON
36G PLF
i4
�%
k4
8 4. C ®
i id
3
% 8 t r a Cf C.
� G
4
O.C.
s ^' 1t f
3
ICE SIBS I" I TLII)EC3 FOR �`g PI.Y` WD a PROVIDE SAME
i 1.� : L.l✓��E„ sJ "7 s �
16
.
PLATE WASHERS ARE REQUIRED `OR, AL::. HOLD DOWNS
d0.F i�l1i`..:
&.f,.
12
FIELD f CBO f,;E.1�ORT hi0. 1823 FEB.1973 OR I C80 REPORT
I l (
NAILING L. I i�#G AS SPECIFIED I F I Ei� FOR PL Y F I£� n ALL
L
17
HOLD-DOWNS 'SHALL BE RE --TIGHTENED JUST PRIOR TO
NO. 1318, FE3. 1973) OR (ICBO REPORT NO. 1254,
FOR PLY WD SHALL APPLY TO OSB SHEATHING.
COVERING THE WALL FRAMING.
FEB. 1972) NOTE-4 BELOW
`
fit
i8
HOI~DOWN HARDWARES MUST 6E SECURED IN PL CE
PRIOR TO F'(ii3I3nTitiN IN'�PI~`t'TiOW
2
REVISIONS DATE
12'-011 52� -411
PROPOSED STRUCTURE EX TING STRUCTURE PROPOSED I STORY STRUCTURE
('TYP) 13 f 3A N
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EXISTING WALL TO REMAIN ? — — — — — — — — — — —
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EXISTING WALLS TO BE REMOVED co -0"
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EXISTING STRUCTURE *< I/ / / _
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W1 EPC uJ city of sa ita Arlia. 0
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PROPOSED STRUCTURE
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5 0"o
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EXP
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------ CA
NO. 36957 to J I —
Olt p—
SCALE 1/4
0
CIVIL
SHEAR WALL SCHEDULE OF CA0
0
SILL BOLTING NOTES:
MARK WALL TYPE
AL40WABLE EXTERIOR INTERIOR SILL NAILING I ALL EDGES OF PLY'WD--SHEAR WALL' MUST BE 7 WHERE PLY'WD IS APPLIED ON BOTH FACES OF 11 THE VALUE FOR GYPSOM /DRYWALL) MUST BE DRAWN BY: V. PHA.9
BLOCKED W1 2X SOLID BLOCKING. A WALL AND NAIL SPtCING IS LESS THAN,`.�6" REDUCED 50% FOR DYNAM`1C LOAD'G DUE TO
SHEAR WALLS WALLS AT UPPER STORIES
2 # DESIGNA-ES SILL BOLTING OR NAILING WHERE O.C. ON EITHER SID PANEL JOINT SHA�L BE EARTHQUAKES IN ZONES 3 & 4.
SHEAR WALT_' OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS
SHEATHING IS TO BE APPLIED TOBOTH
OR FRAMING SHALL BE 3" NOMINAL OR
SIDE OF WALL. THIiCKER & 12 USE CDX, CC OR STD SHT'G, IN LIEU OF DATED: 08-16-"
PLYWOOD STRUCT 1 TYP. OR STANDARD SHTG 260 PLF 38" O.C. %"(46 38" O-i". Irod @, 6" O�(', NAILS ON EA.'SIDE SHALL BE STGGERED, IPROV I DE STR 11 PLY'WD, ALL PLYWD SHALL BE DOUGLAS
3 WALL SECTIONS HAVING A HEIGHT TOLFNGTH RATIO LONGER SILL BOLTS a 3X PLATES. I
W/8d NAILS ak ("," O.C. @ 'EDGES & 12"O.C. FIELD #520 PL.F %"a 19" O.C. 5/8"a 19" 0.". 160 4 3" O.Ir. FIR, OTHER SPECIES MAY REOUIRE CHANGES.
IN EXCESS OF IY2TO I SHALL BE BLOCKED. 5
(TABLE 23-1-1-1 UBC) NOTE 1, & 10,14,15 8 ALL tONT. EXTERIOR FTC TO HAVE X1 A.B.'
4 PAPER BACKED SELF -FURRING EXPANDED METAL Q 48 O.C. UNLESS OTHERWISE NOT 8"ON PLANS. S1 3 STUDS SHALL BF_ SPACED MAX. OF 16" O.C., OR
PANELS SHALL BE APPLIED W/ LONG DIMENSION
5/8" DRYWALL WIIH 60 COOLER NAILS Q 4" O.C. EDGF_ 145 PLF %"a 72" O.C. %:'@, 7 2 " 0 C 16d 4 12" O.C, LATH W1 ICSO APPROVAL. 9 ALL INTERIOR NON BEARING & NON SHEAR
ACROSS STUDS.
&FIELD (TABLE ;'5-1 UBC) UNBLOCKED -NOTE 3&9 BELOW 4250 PLF 5/81'a 3 6 0. C . 5/8"a 36" 0 C� WALLS MAY BE ATTACHED TO CONCRE
6" O.C. 5 FRAMING AT ADJOINING PANEL EDGES SHALL BE JE SL B
.3" NOMINAL,OR WIDER & NAILS SHALL BE STAGGERED W1 HILTI DN72P8 $24' O.C. (IGBO# 2138t 14 NAILS SHALL BE COMMON NAILS. sekLa-m N(YrUD
SILLPLATES SHALL BE 3X. PROVIDE LONGER SILL BOLTS. 10 ALL $ILL 801-TS SHALL HAVE MIN. STQ OUT- 15 STUDS SHALL BE A MAX. OF 16"O.C. & PANEL
STUCCO OVER :�APER BACKED LATH W/16 GA. STAPLES WASHERS OF 2y,,`X2V"X2X1/4" BET. NUTS�, PANEL APPLIED W1 LONG DIMSIONACROSS STUDS.
1EIM 'C ZONE 3 AND 4. JOR NO 2MI2
18OPLF %",a 55" O.C. 0 16d 01 8 " 01 c 6. %` INNER -SEAL OQSB STRUCTURAL1 SHEATH' G MAY & SILL PLATE
Y,
BE SUBSTITUDED FOR 3/s" PLYWD. PROVIDE SAME
a 6" O�C. (ATOP & BOT. PLATES, EDGE OF SHEAR WALL AND ON #360 PLF Y4114 81, O.C. 16d (4 4 " 0. C. 16 PLATE WASHERS ARE REOUIREDFOR ALL HOLD DOWNS
FIELD (ICBO REPORT NO. 1823, FEB. 1973) OR (ICBO REPORT NAILING AS SPECIFIED FOR PLY'WD. ALL PROVISI S
17 HOLD-DOWNS SHALL BE kE-TIGHTENFDJUSTPRIORTO
FOR PLY'WD SHALL APPLY TO OSB SHEATHING.
NO. 1318, FEB. 1973) OR (IC80 REPORT NO. 1254, COVERING THE WALL FRAMING.
FEB. 1972) NOTE 4 BELOW
i�, 1 11, 11 "m 1111 mall Ill 11 1 1, 1 1 1 1 I'm I I i a 1 11 1 1 1 IN I MIN I I I Ili 1, 11 1 sm, 1 01 moll I --------- As
18 HOLDOWN HARDWARES MUST BE SECURED IN PLACE
PRIOR TO FOUNDATION INSPECTION.
1 111, 1 11-11 Om 0 wo ,,1 0 1 'A OWN, W ,�l �w
77
AL.
y2A
I L
-------------
ExJsti4ntou,gg_t diftonL
Jir�ert Tit e
Tit e
630 S. Driftwood -Or.
Project 44;Z;�_
PHANH PHONGSAK
on Aut hor
Cofitinuter Freforupsce
R -VISIONS DA
E LE,
enti al
IN I Of
Ced csto�,o Corng.1ii-
0
(Ppft,,�, if 2 ;CF-1-R
8/21/2-OM
Exi, i
Date
64401ing _P*M* #
HVACSYSTEMS
Distfibution
I - 562J,404-269�
Towline
AW Check If Doti
Heratifif,equipment Nln!Mum Type afId
Duct or
Loci, �icjn
t
Type (umace, heat EffkiencY Loclation
p" in
V
?
Thermostat
----- ------
I Date
pump, etc.) (AFU E/H��p F) ��UCt�, aj�, tcl
e Con.aients
col�rmiq"Irack;�"Oriuml
erl 40M wim-Y!"
liQ%AFU
-
GENERAL INFORMATION
Total Conditioned Floor Area:
Average Ceiling Height:__U ft
Total Conditioned Slab Area:
Building Type:
(check one or more)
tX] Detached
F_J Addition
Cooling Equipment Minimum
Type (air conditioner, Efficlency
Duct
4location
Duct Thermostat I_oc�,tion
Type CollifrIents
Single Family
heat pump, evap. coollng)'iSEER)
(attic, etc.)
R-Value
0 Single Family Attached
0 Existing Building
lil Existing Plus Addition
_-SillbaCk . ......
LLJ
0)
Muttf-Family
z 77
<
L4J
>
s-"
Front Orientation: Floor Construction Type: Slab Floor
z
N
Number of Dwelling Units:
Q)
Number of Stories:
Raised Floor
WATER HEATING SYSTEMS
Rated Tank Energy Fac� External
0 V)
Water Heater Water Heater
Tw!
Distribution
Type
# in input Cap. or Recover� Slandbz Tank Insul.
Efficiency R4alue
W
n
AMIJUMN01HELL
System Name
y oss (16)
_-1-11- "I---"- —1-11—.1--l-
<
Const.
alandArd-
- —.-.nta-- .,. __V_
Component Frame Assembly L0CaU0ET11L�ommems ------
LI-Value (atfic, garage, typical, etc.) t--
Type RLe UJ UJ
--i—ood �09 I For small 9" storage (rated inputs t),' less than or equal to 75,000 Btulhr)� electric resistance god heat pump water froatem, lf,,i ,riergy factor,
___0
qlab On G%de n/a 0.766 S!pq)M�R -0.0 Pq!Lmge� lnik�fttlon For lalr9egas storage watill, holaters, (fated Inprot,of greater than 76,0W Starlit), list ftated lriput� Recovery Efficiency and Sland, Loss,
For instantaneous gas water heaters, ifst Rated Input and Recovery Efficiancy� Z
13-13A(all -088 _detior Y alt
AV _V
q0 REMARKS X_ LLI
Wood �%051 gxteriqr Roof
od
_)MO dedqr it
W
COMVIJANCE —ST09MEN7
This cedificate, of compillafftice lials life building fitatures, and performance, specifications needed to oorapily with Title 2�� palls I arod 6 of,tbe
California Cpide�of Regulations, and the, adolinflitra , has been signoo yihe i with
overall deeign responsibility, -the vntiersighlid recoq*0 that comphancemsing duct seeling ind'Txvs requires install testing and certification
FENESTRATION Shadina Devices and field verification by an approved 4ERS ister,
Type Orientation Area Fenestration Exterior Overhang Side Fins Designer or OWner (per Bu-irriess & Professions Code) Documentation Auithor
(SF) U-Factor sm6c, $heft, XQrS I No Y" 1 No_., 11 / R-A H P 4-4 C� M_
Name: Name:
4 TittelFirm: R4p TittelFirm: P HPH N
_J_OA _. -0 __
N_m_ El YJ ED Fxl
Em—t-1149ft— 64.0 Address: 22
A-7-0 Address: a �q
W
Rea El ED rx]
_7
ft C R 1, C_ 90,
one.
--I Telephone: _7i4-77i-_ Telephone.
z4-Q —mv— sLno_ --plagmtri— L z
RLq11t _,JW B Lic,
±Etl_ 114�O 0.87 [X_
EM0L__oL0dh).____ --luo El E 0 ;:s
_raft S,
1�_ZeL___ 80 ELy een
_JjJ__ __ 0 E 11 DXJ (signal e) (date)
0,80 X7 1 F
__.__AuS Screen 0 El E X) Ein f o r c e m entfaq e n c y
I Ell 0
0 E
Name,
1 C 1 -7 0
13 Ell Ej I C-13
Title/Firm:
Qf.11 I — . 11 , � "1 11
N o,. ki'll
1J Address�
Telephone.
, if V
U.
.67
Number: 4806 Job Number. PF3904 Parae:3 of Is top TiM*; SMcs�' z
EnergyPio 3.1 By EriorqySoft User Number, 48W Page:4 of 15
OF P UJ
0
If Now
Mandatory Measures Checklist: Residential (Page I of 2) WAR Man ockV -on (Page 2 )f
ist**_ Ries,
_fO
NOTE: Lowdso residential buildings subject to the Standards must contain these measures regardless of the compliance approach used, Items marked with an NOTE: lownse residential buildings suhitirt to the Standards must contain these measures regardless of the compliance approach "Ll", I items marked WV) an
astotis* (*) may be superseded by more stringent compliaince requirenrivrtfs listed on the cartilicate, of ciffiroande. when this checklist Is Incorporated into alitisrisk (') may be Superseded t�t mom stringertoomplionce, requirements listed on the Certificate ift compliance rvben tr4s, c4eckiist is incorporated 'into U.
the permit documents, the features noted shall be considered by all parties as minimum component polformance spacilloations for the mandatory measures
the permit documents, the features noted sbAll to considered by 0 parties as nuninours component performance n> !r file mandatory measures
whether they are shown elsewhere io the documents at, pit this Ch*CkW only. whether they ate shown efsewhei� in theoucoments of on this checklist onfli,
DESCRIPTION Instructions. Check at'inifitill "Ilcable boxes or enter N/A If not applicable. DESIGNER ENFORCEMENT s� Check oir Initial applicable boxes or enter N/A if not applicable.
n—P bin
Building Envelope Measures 'Space Conditioning, Water Heatingia d ium 9 System Measures: (continued)
I X I sow, Minimum R- 19 telling insulation, I sill.). Ducts and Fans
1. Ali ducts and plenums instatiec,, 4esfod and insulated to meet the reqviromerits of the IW8 CMC Sections 601,
§150(b); Loose fill insulation druartufacturel's labeled R-Value.
603, 604 and Standard 6-3� ductf� nisullated to a miniffrilud, installed level of R4.2 or enclosed entimlytri
§160(c): Minimum R-13 wall insulation In wood flamed walls or equivalent U-volue in Metal frame walls (does Conditioned space Openings tmO be sealed with Masao, tape, aefosol sealant, of other duct-cloStum, system
not apply to exterior me" walls),
— ----- that meals the applicablarequinorientsofUL18i, UL181A, of U1118IS if masirc or tape is used to seal operrings
§ I 60kd): Midirnurn R- 13 raised floor Insulation in framed floors or equivalent, greater than 114 inch, the oombirrv�un of friastic and either mesh or tape shall be, used Building cavifies Strait not
be used for tonvoyingi conditionevait, Joints and seams of auct systems and their, camporrents SW hot be
t L7 §160M: Slab edge insulation - water absorption late no greater than 0.3%, water vapor transmission rate no selakid with cloth back rubber adhesive duct t" untess such tape is used in comlitinsfion with malsbc and
greater than 2.0 perm/mch, drawbands,
2 BUild'W cavities, support pfiltfovis for air handlers, and p4enums defined or construeted with '. d" other
ii §118-, Insulation specified or installed meets insulation quality standards. indicate typeand form. Mato
than stated sheet metal, duct Wind or flexible duct Shelf not be used for converying conditioned air, aultaing z
'ies and support plaftnul"may iontain <fuels Duots roatatt i cavirt St
-vd
ed n as and ipoort platforms shelf not be
116-17: Fenestration Products, Exterior Doors and Infiltration/ExAfthatkir, (;Gntrols 0 C ,0.
cointoressed to cause reductions if- the atisaof the ducts
1. Deals and windows between conditioned and unconditioned spaces dfirsigned to limit air leakage, 3 R*Ats and seems 0 duct systerns -and their comporterits shall no oe seated with cloth back rubber adhesive
dua lap" unless such a tape is U!��d to combination with mastic add arawriands, MW I*-
2, Fenestration products (except Field fabricated) have label with cerfified UwFaclqr� certified Sorfar Heat Gain
4 Exhaust fen systems have bacik,t, aft or Auturnsfic dampers
Coefficient (StiGCN, and infiltration certification.
5, c0ndfthod space haw eitherawtornatic of readily accessible, manually
3. Exterior doors and windows miatherstripped, all joints and porretratiois caulked and seated. 0
operated dampers.
rw 0
6 Protection of Inlullfilin 1114-1-1401shaff be protected from damage, including that due to sunfight, moisture,
I 50(g)� vapor barriers mandatory in Climate Zones 14 and 16 oaty�
equipment maintenance, and wind f,ut not limited to the following, frisonvion eirriosad 10 weather shall be suitable
-7 for outdoor service eg', Protected t aluminum, sheet metal, painted canvas, of pfastw' covis, Cellular foam Z'
U.
insUlationshailbepiotectedas atbi,'vp orpatrited with a coafingth > to
1__j §150ft Special infiltration barrior installed to comply With Section 161 morals Commission quality standards.
at is water retardant and provides shielding
0 W
from SoIW radation that can cause vegradatlen of *,he material,
------ I 50(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs, 5
1 � Masonry and factiary-built fireplaces have: -----------
Z
114� Pool and Spa Heafirig Systewr�s andequtproers
CA
a� Clos"bta metal or glass door
I Certified with 78% thermal elfflow 1,y, on W
-off switch, weatherproof operating instructions, no electric resistance
b. Outside air intake with damper and control heating, and no pilot
2. System is instaftedvath at least ir)" of pipe between filter and heater for future solar, coverfor outdoor pools or 0
c, Flue damper and control
Spas
a At feast 36' of pipe between fifiE-f and heater for future solar heating
2. No continuous burning gas pilots allowed.
b Cover for outdoor pools or outc,�,,or spas 0
i 3 Pool System has directional inle, a and a circulation pump fit switot,
Space Conditioning, Water Heating and Plumbing System Measures
115' Gas fired central furnace-,, pcnf nesters, spa heaters, or household cooking appliances have no
continuously burning pilot light (E>, eptirow Nori-eiectricat cooking appliances with pilot < 15o Bruits)
§110-13: HVAC equipment, water hear.,., show.,heads and faucets cedired by the Commission.
- - --------
§118 (f) Cool Rootniaterial meet spiCifidd ritana D"WN by; V pff'k-m
§150(h): Hatinflaridir., cooling loads calculated in accordance with ASHRAE, SWCNAor ACCA.
Lighting Measures
17x, §150(1), Setback thermostat on all applicable heating andlor cooling systems.
DATUD; 046-06
5150(k)l. LuminakeSfOrgenefe! l9fliog in kitchens shelf have kimps,with an efficacy 40 furnerwwa cirgrearterfor
it
61500): Pip. and Tank Insulation general fighting in kitchens, This qtrlerit fighting Strait be controlled by a Switch on a readily accessible fighting
1. Storage gas water heaters (Wed with art Energy Factor I*" than 0.58 frvst be externally mapped with
Control Panel at an entrance to the A il,-hen
insulation having an installed thermal resistance of R-12 or greater.
2. First 6 feet of pip" closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) §1501,k)2- Rooms wthashaiver., tatntub Most have either at least no furnillaire with lamps with an of ...........
3, Sack -up looks for solor, system, unfired storage tanks, or other Indirect hot water ta")w have R-12 external 40 iumensirwint or, greater swfthed I" entrance to the room of one of the alternative to this requirement
allowed in section and roo�stecitislfvnqfixturrs are [C ariproven
insulation or R-16 combined tidiamol/extornal insulafiom
............
4� All buried or exposed piping insulated in recirculating sections of hot water systems.
5, Cooling system Piping below 65 degrees F . insulated,
JOB W01 2006-11
Piping insulating between heating source and indirect hot water tank,
.. . ............... . ......
.EnergyPro 3.1 By EnergySofit User Number: 4806 Job Numb6c,03904 a 60 15 31 By EnergySoft 'User Number 4806
Job Number PP3904
C F R
M F R
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