HomeMy WebLinkAbout10149976.pdf1. ALL CONSTRUCTION SHALL CONFORM TO 2001 CALIFORNIA BUILDING CODE,
2001 CALIFORNIA PLUMBING CODE, 2001 CALIFORNIA MECHANICAL CODE, AND
THE 2001 CALIFORNIA ELECTRICAL CODE.
2. CONTRACTOR/BUILDER SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF WORK t SHALL NOTIFY ARCHITECT AND/OR ENGINEER OF ANY
DISCREPANCIES IMMEDIATELY.
3. CONTRACTOR/BUILDER TO VERIFY ALL DIMENSIONS.
4. DO NOT SCALE DRAWINGS.
5. ALL FRAMING LUMBER TO BE CONSTRUCTION GRADE D.F. 02 OR BETTER
6. COORDINATE ALL FINISH COLORS AND MATERIALS WITH EXISTING.
1. SLIDING GLASS DOORS t WINDOWS LOCATED LESS THAN I&FT. ASV. ANY SURFACE
AVAIL. FOR PUBLIC USE SHALL BE CAPABLE OF BEING LOCKED SECURELY.
MOVABLE PANELS SHALL NOT BE EASILY REMOVED FROM THE FRAME.
S. PROVIDE SAFETY GLASS WHERE REQUIRED BY USG SECTION 2406.4.
S. ALL NEW WINDOWS AND DOORS TO BE DUAL GLAZE, LOWE GLASS MAX U-FACTOR 0.15.
10. INSULATION SHALL BE R13 IN ALL NEW WALLS AND RIS IN ALL CEILINGS.
UNLESS OTHERWISE NOTED.
If. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED.
NO SOLID WASTE, PETROLEUM 15YPRODUCTS, SOIL PARTICULATE, CONSTRUCTION
WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY
CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE
STREET, GUTTER OR STORM DRAIN SYSTEM.
12. AS THE ARCHITECT/ENGINEER OF RECORD, I HAVE SELECTED APPROPRIATE BEST
MAMAGEMENT PRACTICES (SMPS) TO EFFECTIVELY MINIMIZE THE NEGATIVE
IMPACTS OF THIS PRROJECT°S CONSTRUCTION ACTIVITIES ON STORM WATER QUALITY.
THE PROJECT OWNER AND CONTRACTOR ARE AWARE THAT SELECTED BMPS MUST
BE INSTALLED, MONITORED AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS.
THE SMPS NOT SELECTED FOR IMPLEMENTATION ARE REDUNDANT OR DEEMED
NOT APPLICABLE TO THE PROPOSED CONSTRUCTION ACTIVITIES.
A/C
AIR CONDITIONING
PL.
PLATE
A,F,F.
ABOVE FINISH FLOOR
P.L.
PROPERTY LINE
AMT.
AMOUNT
PLYWD,
PLYWOOD
APPROX
APPROXIMATE
PR,
PAIR
AVG.
AVERAGE
QTY
QUANTITY
BD.
BOARD
R.
RISER
BTWN.
BETWEEN
RAD.
RADIUS
BLDG
BUILDING
RD.
ROAD, ROUND
BLK., BLKG. BLOCK, BLOCKING
REFR,
REINF.
REFRIGERATOR
REINFORCING, REINFORCE
CHG.
CLG
CHANGE
CEILING
REQ.
REQUIRED
Cl,
CENTER LINE
REV.
REVISED, REVISION
COL.
COLUMN
RM.
ROOM
CONC.
CONCRETE
R.O.
ROUGH OPENING
CTR.
CENTER
R.V.
ROOF VENT
DBL.
DOUBLE
S.
SOUTH
DIA.
DIAMETER
SCHED.
SCHEDULE
DIM.
DIMENSION
S.C.
SOLID CORE
D.S.
DOWN SPOUT
SECT.
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DISHWASHER
SHR.
SHOWER
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SPEC.
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V
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STORAGE
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FINISH
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STRUCTURE, STRUCTURAL
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FLUORESCENT
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TELEPHONE
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FOOT FEET
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GYP.
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TONGUE AND GROOVE
H.B.
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HARDWARE
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TYP.
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IN S.
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VENTILATE, VENTILATING
JUNCTION
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VERT.
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MANUFACTURER
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WATER HEATER
MIN
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WITH
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WITHOUT
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A.N.S.I,
AMERICAN NATIONAL STANDARDS INSTITUTE
A.S.T.M.
AMERICAN SOCIETY FOR TESTING AND MATERIALS
I.C.B.O.
INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS
N.F.P.A.
NATIONAL FIRE PROTECTION ASSOCIATION
D.S.A.
DIVISION OF THE STATE ARCHITECT
O.S.H.A.
OCCUPATIONAL SAFETY AND HEALTH ACT
U.B.C.
UNIFORM BUILDING CODE
U.L.
UNDERWRITERS' LABORATORIES, INC.
U.F.C.
,UNIFORM FIRE CODE
W.I.C.
" WOODWORK INSTITUTE OF CALIFORNIA
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OWNER: DAVID 4 5AR5ARA PIEC!- OTA
SITE ADDRESS: SIO E. AVALON AVE
LOT 0
TRACT`
CITY: SANTA ANA
COUNTY: ORANGE
STATE: CALIFORNIA
OCCUPANCY: R-3
ZONING: R-I-N
CONSTRUCTION TYPE: TYPE V - NON RATED
ADDITION TO EXIST"G RESIDENCE
EXISTING RESIDENCE 1534 Sr-.
EXISTING GARAGE 354 S.F.
NEW ADDITION: 25ra SF.
TOTAL NEW RESIDENCE: 1"190 S.F.
TOTAL GARAGE: 354 Sr-.
TOTAL SF.: 2144 Sr-.
PROJECT DESCRIPTION
ENGINEERING
OLAN GUIREY, P.E.
8SOI WARNER AVE.
HUNTING -TON BEACH, CAA
mm
h.. x :m 1
AALL R
AVALON AVE
LY
60.23"
W
I —
LOT COVERAGE
TOTAL LOT S.F.: '1060 S.F.
PROPOSED COVERAGE 309p
IRWIN 5ERNARDO
ENERTECH
6126 :. •
DOWNEY, CA S0242
310.314.2441
ARCHITECTURAL STRUCTURAL
ACCEPTED FOR CONSTRUCTION
AR IREQU D FOR
ELECTRICAL, :glN.11 ICA PLANS
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T-1 SITE PLAN/PROJECT DESCRIPTION
AA-1 FLOOR PLAN
EXTERIOR ELEVATIONS
SN -1 STRUCTURAL NOTES
5-1 FOUNDATION PLAN
FRAMING/ROOF PLAN
SD-1 STRUCTURAL DETAILS
AR E C E I Ve D
JUL 12 2005
Cl�t of Santa Ana
SHEET INDEX
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REVISIONS
DATE
SUBMITTAL
06I16/05
RESIBMI'TTA4
06/29/05
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ARCHITECTURE
Cindy C. Goff
Architect Lie. C26946
4450 Hazelbrook Ave
Long Beach, CA 90808
562.496.1627
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WE5T ELEVATION
NEW WEEP SCREED AND
UNDER FLR VENT`G 1.1506.f.
5OUTT 4 ELEVATION
aECT I ON A
12
NEW ROOF P#TCk TO MATC14 EXIST`G 4. F—
NEW COMP ROOF TO MATCH EXIST'C%
CLASS A, €3R SIMILAR. IC50 ES ER 5443
--- - EXISTING
W
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STUCCO
---
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— NEW, WEEP SCREED
UNDER FLR VENTIG 1:150s.f.
(a) STUCCO
SCALE: 1/41' = 1'-011
SCALE: 1/4" = 11
"`0i1
SCALE; 1/4" m 1'-011
FLOOR EL AN N�
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1.
INSULATION $1 TALL 5E R13 IN ALL NEW WALLS AND RI9 IN ALL NEW CEILING&
DEMO DECK
2.
ALL SMOKE DETECTORS IN NEW CONSTRUCTION TO BE HARDWIRED W/BATTERY 5ACKUP.
ELEC-TIR19AL5YM 5
EXISTING UJALL TO REMAIN
IN THE CEILING OVERHEAD.
3.
SMOKE DETECTORS IN EXISTING DWELLING MAY BE BATTERY OPERATED
DUPLEX OUTLET 120V
N W 2x�4 WALLS (u om.1
4.
A 15AMP BRANCH CIRCUIT SHALL SUPPLY ONLY LIGHTING FIXTURES AND A 20AMP BRANCH
-
SINGLE POLE SWITCH
CIRCUIT SHALL SE PERMITTED TO SUPPLY LIGHTIWs FIXTURES, RECEPTACLES, FIXED
3 WAY SWITCH
(s) EX1ST'G
APPLIANCES.
4
WALL HUNG LIGHT FIXTURE
S.
AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION
0
RECESSED LIGHT FIXTURE
(n) NEW
IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT
n
SMOKE DETECTOR
THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 6, AND THAT THE'
MATERIALS INSTALLED CONFORMS WITH THE REQUIREMENTS OF TITLE 20, CHAPTER 2.
PHONE JACK
THE CERTIFICATE SHALL STATE THE MANUFACTURERS NAME AND MATERIAL IDENTIFICATION,
TELEVISION/CABLE JACK
THE INSTALLED R•VALUE AND THE :WEIGHT PER SQUARE FOOT.
SUPPLY AIR
ii�ELECTRICAL
BOX
6.
PROVIDE OUTLETS 0 EVERY 12' IN ADb1Tic?N.
0
JUNCTION BOX
REVISIONS
DATE
SUBMITTAL
06/16/05
F'.ESUIB iITT
06/2S/05
ed
Door
ARCHMCTURE
Cindy C. Goff
Architect Lic. C26946
4450 Hazelbrook Ave
Long Beach, CA 90808
562,496,1627
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GENERAL. NOTES
1) All work shall comply with the requirements of the 2001 Califronia Building Codes and all
amendments and local, county, state and federal regulations.
2) The contractor is responsible for coordination the work of all trades and shall check all
dimensions and existing conditions prior to bid and signing of contract. All discrepancies shall be
called to the attention of the engineer and be resolved in writing before proceeding with the work.
3) General notes and typical details shall apply to all parts of the job except where they are in
conflict with details and notes on other documents; the more strict condition applies subject to
review by the engineer.
4) All information shown on the plans relative to existing condition were carefully taken in the field
but without guarantee of accuracy. Where actual conditions are in conflict with the plans, they
shall be reported to the engineer so that proper changes can be made.
5) Required shop darwings shall be submitted to the engineer and the Building Department for
review.
6) Modifications of structural paIns and material substitutions shall not be done without written
approval of the engineer.
7) The approved plans and specifications represent the finish structure and do not include the
methods of construction. The contractor shall supervise and direct the work and shall be solely
responsible for construction methods, means, techniques, sequences and procedures including
but not limited to shoring, insurance, fencing, construction canopy, scaffolding etc. Field
observations by the engineer shall not be considered as inspections as required by the code.
8) Refer to the architectural plans for dimensions, openings, layout etc.
�Jo. C040730 ��'Ic
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FOUNDATION
1 ) A soil report for the site is recommended. In lieu of a soil report, foundations have been dedsigned
using minimum allowable soil bearing ca acity of 1,000 psi. Prior to placement of concrete, footings,
a soils engineer shall inspect and certifyTe excavations to assure that design soil bearing values
have been attained.
2) Foundation design is based on non -expansive soil. Soils engineer shall verify requried depth,
width and reinforcement of footing if found that soil is expansive. The Contractor shall notify the
structural design engineer in writing if soil is found to be expansive so that footings are
redesigned prior to pouring of concrete foundations.
3) Compaction efforts shall attain a minimum 90% of Maximum Dry Density in accordance with
A.S.T.M. 1556 and 1557.
4) Existing foundations are assumed to be in good condition. Contractor shall notify the eniineer of
any foundation with sigificant differential settlement, severe cracking or any indication d
structural failure or dis ress or defect,
5) The contractor shall be responsible for shoring, fence enclosures and protection life and property
until the project is complete.
6) A diligent search shall be conducted by the soils engineer and rading or general contractor to
locate cesspools, septic tank etc. if found, proper abandonmen? procedure shall be conduct as
directed by �he soils engineer. Abandonment and/or compaction report shall be submitted to the
City Building Department and engineer of record.
7) Existing footings supporting new additional loads shall be certified by the soils engineer to verify
that bearing capactiy of existing soils is at least 1,000 psf. If existing soil bearing capacity is less
than 1,000 psf, the structural design engineer shall be notified immediately in Writing so that
proper adjustments can be made.
REINFORCING STEEL
1) Reinforcing steel shall be deformed bars conforming to the requirements of A.S.T.M. A-615 grade
60 for bars larger than #4, gr. 40 for #4 or smaller.
2) Welded wire fabric shall conform toA,S.T.M. A-82 and A-185. Lap 12 inches minimum.
3) Detailing, fabrication and erection of reinforcing bars shall conform to the latest edition of A.C.I.
Manual of Standard Practice for Detailing and Reinforced Concrete Structures.
4) Minimum cover for cast in place concrete shall be as follows:
a) Poured against earth 3 inches
b) Poured against form below grade 2 inches
c) Formed slabs 3/4 inches
d) Slab on grade, top cover 1 inch
e) Column and Beam main bars 1-1/2 inches
f) Walls exposed to weather #6 and larger 2 inches
#5 and smaller 1-1/2 inches
5) Bars shall be clean of rust, grease and other deleterious material that may affect bond.
6) All bends shall be made cold.
7) Lap splice length shall be 40 bar diameters minimum and shall be staggered.
8) All reinforcing bars, embeds, anchor bolts, holdowns etc. shall be secured in place prior to
placement of concrete.
9) Code required inspections by jurisdiction authority shall be made and signed off prior to
placement of concrete.
CONCRETE
1) The minimum compressive strength of concrete shall be fc= 2500psi @ 28 days unless
otherwise noted.
2) aggregates shall conform to A,S.T.M. C33.
3) Ready -mixed concrete shall be in accordance with requirements of ASTM C94.
4) Maximum slump shall be 5" unless noted otherwise.
5) Concrete shall be maintained on the moist condition a minimum of 10 days after placement.
6) Prior to placing concrete, reinforcing steel and embedded items shall be well secured in proper
positions.
7) Use type 11 or V cement as required against sulfate attack.
STRUCTURAL AND MISCELLANEOUS STEEL
1 ) All structural and miscellaneous steel shall conform to A.S.T.M. A-36 and shall be fabricated and
erected in accordance with the A.I.S.C, specifications for the Design, Fabrication and Erection of
Structural Steel for building, latest edition.
2) Pipe columns shall conform to A.S.T.M. A-53 grade B.
3) Tubular steel shall conform to A.S.T.M. A500 grade B.
4) Bolts shall conform to A.S.T.M. A-307 unless noted otherwise.
5) Shop drawings shall be submitted to the architect and engineer and building department for
review prior to fabrication.
6) fabrication shall be done in the shop of licensed fabricators.
7) Used electric arc process welding with E70XX electrodes.
8) All welding shall be done in the shop of licensed fabricator or provide continuous special
inspection by a registered Deputy Inspector,
9) Where a fillet weld symbol is used in the plans without indication of size, the minimum weld size
as specified in the A.I.S.C. Manual of Steel Construction shall be used.
GLULAM/PARALLAM/MICROLAM BEAMS
1) Glue laminated beams shall be per UBC section 2312 and American Institute of Timber
construction 117. Combination symbols shall be as follows:
C) 24F-V4 DF/DF for simple beams
b) 24F-V8 DF/DF for cantilevered beams
2) Parallam beams shall be 2.0E PSL
3) Microlam beams shall be 2.0E LVL
4) Laminp ,thted beams shall be fabricated by a licensed fabricator and shall be accompanied to the job
site wit certificate of fabrication.
5) Shop drawings shall be submitted to the architect or engineer for review prior to fabrication.
FRAMING LUMBER
1) All structural lumber shall be Douglas Fir Larch of the following minimum grades:
a) 2x framing including plates and studs No. 2
b) 4x beams and headers up to 412 No. 2
c) larger than 4x1 2 and posts No. 1
d) 6x and larger beams No. I U.N.O.
2) Structural panels shall be Douglas fir conforming to U.S. Product Standard PS-1-95 CD with
exterior glue, and shall bear the stamp of an approved fabricator.
3) Installation of vertical and horizontal sheathing shall first be approved by the inspector prior to
covering.
4) No structural member shall be cut or notched unless specifically shown on approved plans.
5) Maximum moisture content of all lumber shall be 19W
6) bolt holes to be nominal diameter of bolt plus 1/16 inch unless noted otherwise. Provide washers
under head and nuts of bolts and lag screws.
7) Framing connections shall be "Simpson Strong -Tie".
8) The number of nails connecting lumber shall not be less than the minimum required on UBC
Table 23-I-Q.
9) All nails used on structural panels shall be common nails.
10) Built-up framing members shall be connected as follows:
a) 2-2x 16d at 12" o.c. staggered top and bottom.
b) 3-2x 5/8" dia. M.B. at 18" o.c. staggered top and bottom.
c) 4-2x 5/8" dia. M.B. at 18" o.c. staggered top and bottom.
13) Provide double joists under parallel partitions.
14) Provide solid blocking under all non -parallel partitions.
15) Install lag bolts by drilling lead hole 65% to 75% of shank diameter and full diameter for shank
portion. Use soap or other approved lubricant on threads. Installation shall be by tightening of
screw not by hammering.
16) Truss Joists shop drawings shall be provided by the supplier and submitted to the Building
Department for approval prior to fabrication, Shop drawings shall be stamped and wet signed by
a licensed engineer.
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06/25/06
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ARCHITECTURE
Cindy C. Goff
Architect Lie. C26946
4450 Hazelbrook Ave
Long Beach, CA 90808
562.496.1627
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REVISIONS
DATE
SUBMITTAL
6/I6/05
FE~SUBMITfi
/2S/05
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ARCHITECTURE
Cindy C. Goff
Architect Lic, C26946
4450 Hazelbrook Ave
Long Beach, CA 90808
562.496.1627
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