HomeMy WebLinkAboutACACIA_PLANSSYMBOLS & ABBREVIATIONS
A
1 COLUMN LINES, GRID LINES
ODOOR SYMBOL
AA WINDOW SYMBOL
REVISION
CLOUD AROUND REVISION
MATCH LINE
SHADED PORTION
IS THE SIDE CONSIDERED
WORK POINT
CONTROL POINT
OR DATUM POINT
A SECTION IDENTIFICATION
5 SHEET WHERE SECTION
IS DRAWN
3 DETAIL
NUMBER
6 SHEET NUMBER
2O KEYNOTES
CONCRETE
MASONRY VENEER
CONCRETE BLOCK
ACOUSTIC TILE OR BOARD
GYPSUM BOARD
NO DOUBLE LINES
AT SMALL SCALE
BATT INSULATION
PLYWOOD
PROPERTY LINE
NEW FINISH GRADE
ham.
SHOWN HORIZONTALLY
575
/ EXISTING GRADE
NEW OR FINISHED
69 CONTOURS
/
69 EXISTING TING CONTOURS
0 TOP OF WALL
TOP OF CURB
TOP OF PAVEMENT
SIM
SIMILAR
STD.
STANDARD
STRUC.
STRUCTURAL
T.O.P.
TOP OF PARAPET
T.F.
TOP OF FOOTING
(T.F.C.)
(TOP OF FLUSH CURB) fut.
T. P,
TOP OF PAVING
T.W.
TOP OF WALL
TYP,
TYPICAL
W.
WEST
W/
WITH
W.O.
WHERE OCCURS
REINF.
REINFORCEMENT
RET.
RETENTION
SEC.
SECTION
T.O.PL.
TOP OF PLATE
ABV.
ABOVE
A.C.
ASPHALTIC CONCRETE
ADJ.
ADJACENT
A.P.L.
ASSUMED PROPERTY LINE
B.C.R.
BEGIN CURB RETURN
B.F.
BOTTOM OF FOOTING
B.O.F.
BOTTOM OF FASCIA
BRD
BOARD
BTWN
BETWEEN
C.B.
CATCH BASIN
C.L.
CENTERLINE
C.O.
CLEANOUT
CLR.
CLEAR
C.M.U.
CONCRETE MASONRY UNIT
CONC.
CONCRETE
CONT.
CONTINUOUS
C.Y.
CUBIC YARD
DET.
DETAIL
DN.
DOWN
DRWG.
DRAWING
E,
EAST
EA.
EACH
E.G.
EXISTING GRADE
E.L.
ELEVATION
ELEC
ELECTRICAL
ELEV.
ELEVATION
EO.
EQUAL
EXIST.
EXISTING
EXP.
EXPANSION
ETC.
ETCETERA
FIN.
FINISH
F.G.
FINISH GRADE
F.P.
FINISH PAVING
FLR.
FLOOR
F.H.
FIRE HYDRANT
F.L.
FLOW LINE
(F.T.C.)
FUTURE TOP OF PAVING
Q
OR CONCRETE
(F.T.P.)
FUTURE TOP OF CURB
FT'G
FOOTING
G.
GUTTER
GA
GAUGE
GYP. BRD.
GYPSUM BOARD
GALV.
GALVANIZED
H/C
HANDICAP
HT.
HEIGHT
HP.
HIGH POINT
JT.
JOINT
MAX.
MAXIMUM
MIN.
MINIMUM
MTL.
METAL
N.
NORTH
N.G.
NATURAL GRADE
N.I.C.
NOT IN CONTRACT
O.C.
ON CENTER
P. L.
PROPERTY LINE
SCHDL.
SCHEDULE
A,,
11"
H,,
°v00
46-663 Acacia Drive
Palm Desert, CA 92260
APN 640-062-010
CITY
NOTES
CITY OF PALM DESERT CODE OF ORDINANCES:
9.06.047 CONSTRUCTION OR LANDSCAPE MAINTENANCE NOISE.
CONSTRUCTION, LANDSCAPE MAINTENANCE, PROPERTY
MAINTENANCE, AND SIMILAR ACTIVITIES SHALL BE LIMITED TO THE
FOLLOWING HOURS UNLESS A TEMPORARY WAIVER IS GRANTED BY
THE PLANNING DIRECTOR OR HIS/HER AUTHORIZED DESIGNEE:
7:00am-5:00pm MONDAY -FRIDAY
8:00am-5:00pm SATURDAY
NO USAGE ON SUNDAYS OR NATIONAL HOLIDAYS.*
*NATIONAL HOLIDAYS: NEW YEAR'S DAY, MARTIN LUTHER KING DAY
PRESIDENT'S DAY, MEMORIAL DAY, INDEPENDENCE DAY (4TH OF
JULY), LABOR DAY, VETERAN'S DAY, THANKSGIVING DAY,
THANKSGIVING DAY AFTER, AND CHRISTMAS DAY. (ORD. 438 SEC.3,
1998; ORD. 392 SEC 1-2, 1996; ORD. 366 (EXHIBIT "A"),1995; ORD.
362 (EXHIBIT "A"),1995; ORD. 359 SEC 1,1995; ORD 330 SEC 1,
1993; ORD 300 SEC 1-3,1992; ORD 277 SEC 3 (EXHIBIT "A"),1991)
PER CITY POLICY, A COMPACTION CERTIFICATION AND
ACCEPTANCE OF THE FOUNDATION EXCAVATION TO BE PROVIDED
AT THE TIME OF FOUNDATION INSPECTION. THE INSPECTOR HAS
THE PEROGATIVE TO REQUIRE THIS FOR ANY CONCRETE WORK.
THIS PROJECT SHALL CONFORM WITH CALBO S13407.
NONCOMPLIANT PLUMBING FIXTURES TO BE REPLACED BY WATER
CONSERVING PLUMBING FIXTURES.
GENERAL CONTRACTOR SHALL PROVIDE CALGREEN COMPLIANCE
FORMS FROM LOCAL WASTE DISPOSAL COMPANY WHEN APPLYING
FOR BUILDING PERMIT.
C V 2 tg�oz�f
FLkl\1S> 6K)LJ-
SPECIAL NOTES
At the time of final inspection, a manual, compact disc, web -based
reference or other media acceptable to the enforcing agency which
includes all of the following shall be placed in the building:
a. Directions to the owner or occupant that the manual shall remain
with the building throughout the life cycle of the structure.
b. Operation and maintenance instructions for the following:
i) Equipment and appliances, including water -saving devices
and systems, HVAC systems, water -heating
systems and other major appliances and equipment.
ii) Roof and yard drainage, including gutters and downspouts.
iii) Space conditioning systems, including condensers and air
filters.
iv) Landscape irrigation systems.
v) Water reuse systems.
c. Information from local utility, water and waste recovery providers
on methods to further reduce resource consumption, including
recycle prgrams and locations.
d. Public transportation and/or carpool options available in the area.
e. Educational material on the positive impacts of an interior relative
humidity between 30-60 percent and what methods an occupant
may use to maintain the relative humidity level in that range.
f. Informant about water -conserving landscape and irrigation design
and controllers which conserve water.
g. Instructions for maintaining gutters and downspouts and the
importance of diverting water at least 5 feet away from the
foundation.
h. Information on required routine maintenance measures, including,
but not limited to, caulking, painting, grading around the building,
etc.
i. Information about state solar energy and incentive programs
available.
j. A copy of all special inspection verifications required by the
enforcing agency of this code. (CALGreen 4.410.1)
ALL'OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO, AND
APPROVED BY THE BUILDING DEPARTMENT PRIOR TO
INSTALLATION OF THE ITEM.
CODES SHEET INDEX
MUNICIPAL CODE REQUIREMENTS
1. APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS) SHALL
BE ON THE CONSTRUCTION SITE PRIOR TO REQUEST FOR FIRST INSPECTION.
HEALTH AND SAFETY CODE, SECTION 5416
2. CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE
PROPER CLEAN-UP OF ALL BUILDING MATERIALS.
3. STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE
LOT FOR WHICH THE PERMIT IS ISSUED. ADJACENT VACANT PROPERTIES MAY
NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF THE
OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL
BE MAINTAINED IN A CLEAR CONDITION AT ALL TIMES.
4. ADDRESS NUMERALS SHALL COMPLY WITH CITY OF PALM DESERT ORDINANCE.
REFERENCE CODES
ALL CONSTRUCTION SHALL COMPLY WITH:
2016 CALIFORNIA RESIDENTIAL CODE;
Based on the 2012 International Residential Code (IRC)
2016 CALIFORNIA ELECTRICAL CODE;
Based on the 2011 National Electrical Code (NEC)
2016 CALIFORNIA MECHANICAL CODE;
Based on the 2012 Uniform Mechanical Code (UMC)
2016 CALIFORNIA PLUMBING CODE;
Based on the 2012 Uniform Plumbing Code (UPC)
2016 CALIFORNIA GREEN CODE; '
California Building Standards Commission
Sheet No. Contains
Covered & Notes:
C COVER SHEET
GN GENERALNOTES
Architectural:
A1.0 REFERENCE SITE PLAN
A2.0 SHADE STRUCTURE FLOOR PLAN, ROOF PLAN,
FOUNDATION, ROOF FRAMING, DETAILS AND NOTES.
A2.1 ELEVATIONS & CITY STANDARD HANDOUT
CIT F PALM DES RT
DEPART T OF."- & SA ETY
APP
BY V
T IS APP AL COMES MILL & VOI IF INSP -CTION
IS NOT RECO 'VITHIN 180 DAYS OF ISSUANCE.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH
APPROVED PLANS. Trl!8 APPROVAL SHALL NOT BE
CONSTRUED TO BE A PERMIT FOR: AN APPROVAL OF:
ANY VIOLATION OF AN—
. OF THE - PROVISIONS OF STATE
& CITY ORDINANCES OR LAW& THIS SET OF APPROVED
PLANS MUST BE KEPT ON THE JOB UNTIL COMPLETED.
VICINITY MAP
PROJECT DATA
PROJECT DESCRIPTION:
DESIGNER / ARCHITECT
O
A NEW RESIDENCE FOR:
Mr.
& Mrs. Michaud
SITE ADDRESS:
43-663 Acacia Dirve
Palm Desert, CA 92260
Palm Desert, CA 92260
LEGAL DESCRIPTION:
MB 21/66 Subdivision Name: Palm Dell Estates
GLORIANA DR
Lot/Parcel 64
ASSESSORS PARCEL #
APN. 640-062-010
SCOPE OF WORK:
AS BUILTS ON SHADE STRUCTURE.
V
LANDSCAPE MODIFICATION & ADDING
CHILDREN'PLAYA EA PLATFORM.
O
BY �F%O,�,f
OCCUPANCY:
R-3 Q
TYPE OF CONSTRUCTION:
V -B
NO. OF STORIES:
1
AREA TABULATIONS:
CV
EXISTING HOUSE
1,391 sq. ft.
SHADE STRUCTURE
144 sq. ft.
NO C.F.A BEING ADDED.
i-
Total Lot Area
0.36 Acres /15,681.6 sq. ft.
Lot Coverage
1,391 / 15,681.6 = 8.87%
cr;
Sheet No. Contains
Covered & Notes:
C COVER SHEET
GN GENERALNOTES
Architectural:
A1.0 REFERENCE SITE PLAN
A2.0 SHADE STRUCTURE FLOOR PLAN, ROOF PLAN,
FOUNDATION, ROOF FRAMING, DETAILS AND NOTES.
A2.1 ELEVATIONS & CITY STANDARD HANDOUT
CIT F PALM DES RT
DEPART T OF."- & SA ETY
APP
BY V
T IS APP AL COMES MILL & VOI IF INSP -CTION
IS NOT RECO 'VITHIN 180 DAYS OF ISSUANCE.
ALL WORK SHALL BE DONE IN ACCORDANCE WITH
APPROVED PLANS. Trl!8 APPROVAL SHALL NOT BE
CONSTRUED TO BE A PERMIT FOR: AN APPROVAL OF:
ANY VIOLATION OF AN—
. OF THE - PROVISIONS OF STATE
& CITY ORDINANCES OR LAW& THIS SET OF APPROVED
PLANS MUST BE KEPT ON THE JOB UNTIL COMPLETED.
VICINITY MAP
PARKVIEW DR
Uj
Q
DESIGNER / ARCHITECT
O
MIMOSA DR
LU
C
LU
0 PROJECT
Stud i o s 2 00 7
43-663 Acacia Drive
SITE
Palm Desert, CA 92260
ARBOLEDA DR o
North
PH: 760.984.8764
GLORIANA DR
Yasmany@studios2007.com
®
CITY CF PALM DESERT
FRED WARING DR
DEPA,RTN BENT OF
COI'4M111! o VDE 'ELOPMENT
V
APPROVED DY:
STUDibg 2007
NARKWEATH E R
ARCHITECTS INCORPORATED
73330 HWY 1 1 1 SUITE A
PALM DESERT, CA 92260
C 7562
9J REN 1.31.19 Q,
\OF c P,\,
These drawings are an
instrument of service
and remain the property
of the designer. They
are not to be reproduced
or altered in any way,
nor disclosed or
assigned to any third
party without the
express written
permission of
Narkweather Architects
Inc/studios 2007 -The
DBK Group
PROJECT TEAM
OWNER
DESIGNER / ARCHITECT
O
Narkweather Architects Inc.
Mr. & Mrs. Michaud
Stud i o s 2 00 7
43-663 Acacia Drive
Yasmany Floresarenas
Palm Desert, CA 92260
46-531 Vargas Rd Indio CA, 92201
Dwnrose62@gmail.com
PH: 760.984.8764
Yasmany@studios2007.com
®
CITY CF PALM DESERT
O
DEPA,RTN BENT OF
COI'4M111! o VDE 'ELOPMENT
V
APPROVED DY:
❑ C.0 RES. NOsT4 LETTER
El P.C. RES' NO❑ APC ACTION
O
BY �F%O,�,f
DATE:
CONSTR!JCTION SHALL COMMENCE WITHIN
ONE YEAR OF THE APPROVAL
LL'
STUDibg 2007
NARKWEATH E R
ARCHITECTS INCORPORATED
73330 HWY 1 1 1 SUITE A
PALM DESERT, CA 92260
C 7562
9J REN 1.31.19 Q,
\OF c P,\,
These drawings are an
instrument of service
and remain the property
of the designer. They
are not to be reproduced
or altered in any way,
nor disclosed or
assigned to any third
party without the
express written
permission of
Narkweather Architects
Inc/studios 2007 -The
DBK Group
SHEET.
06
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COVER SHEET
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1 st City Corrections
5.7.2018
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COVER SHEET
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REVISIONS:
0
1 st City Corrections
5.7.2018
DRAWN:
yf
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DATE:
April 3, 2018
SCALE:
SHEET.
GENERAL NOTES
A. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE AND REMAIN THE PROPERTY OF THE DESIGNER. THEY
ARE NOT TO BE REPRODUCED OR ALTERED IN ANY WAY, NOR DISCLOSED OR ASSIGNED TO ANY THIRD
PARTY WITHOUT THE EXPRESS WRITTEN PERMISSION OF STUDIOS 2007 (STUDIOS 2MIL7)
B. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE FOLLOWING CODES.
2016 CALIFORNIA RESIDENTIAL CODE
2016 CALIFORNIA PLUMBING CODE
2016 CALIFORNIA MECHANICAL CODE
2016 CALIFORNIA ELECTRICAL CODE
2016 CALIFORNIA ENERGY CODE
2016 GREEN BUILDING CODE
CIN OF COACHELLA MUNICIPAL CODE
TED. ALL DIMENSIONS ARE TO FACE OF STUD
C. UNLESS OTHERWISE NO , ROUGH CONCRETE
SURFACES, FACE OF MASONRY OF CENTERLINE OF STEEL MEMBERS.
D. NOTIFY DESIGNER BEFORE ANY CHANGES IN CONSTRUCTION.
E. DO NOT SCALE OFF DRAWINGS. NOTIFY THE DESIGNER IMMEDIATELY OF ANY DISCREPANCY IN
DIMENSIONS.
F. ALL POTENTIAL CONTRACTORS SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH THE
PROJECT AND JOB CONDITIONS PRIOR TO BIDDING TO INSURE THAT THEY UNDERSTAND THE
SCOPE OF WORK. ANY CONDITIONS THAT ARE NOT CLEAR OR THAT ARE DIFFERENT THAN
REQUIRED BY CODE SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER PRIOR TO
BIDDING THE WORK.
G. THE CALIFORNIA ENERGY CONSERVATION STANDARDS FOR RESIDENTIAL BUILDINGS HAVE
BEEN REVIEWED AND THE BUILDING DESCRIBED ON THREE PAGES IS IN SUBSTANTIAL
COMPLIANCE.
H. ALL INSULATION MATERIALS SHALL HAVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 AND A
SMOKE DENSITY NOT TO EXCEED 450 (CRC R302.10.1)
I. ALL (OR EQUAL) SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE CITY
BUILDING OFFICIAL PRIOR TO THE INSTALLATION OF THE ITEM.
J. THESE DOCUMENTS HAVE BEEN PREPARED TO SECURE A BUILDING PERMIT, ENABLE PRICING
BY CONTRACTORS AND TO FACILITATE CONSTRUCTION. THEY ARE NOT TO BE CONSIDERED
ALL-ENCOMPASSING. THE QUALITY OF WORKMANSHIP THROUGHOUT SHALL BE FIRST CLASS
AND ALL MATERIALS SHALL MEET OR EXCEED NORMAL INDUSTRY STANDINGS.
K. WHERE DISCREPANCIES EXIST BETWEEN THE ARCHITECTURAL DRAWINGS AND THE
STRUCTURAL DRAWINGS SHALL GOVERN IN MATTERS OF AESTHETIC DETAILS. THE
STRUCTURAL DRAWINGS SHALL GOVERN IN MATTERS OF STRUCTURES. ALL DISCREPANCIES
SHALL, BE BROUGHT TO THE ATTENTION OF THE DESIGNER.
L. THE ELECTRICAL FLOOR FINISH AND REFLECTED CEILING SHEETS ARE TO BE USED BY THOSE
CONTRACTORS ONLY.
M. TEMPORARY SANITARY TOILET FACILITIES SHALL BE PROVIDED BY THE GENERAL CONTRACTOR
PRIOR TO THE START OF CONSTRUCTION.
N. PROVIDE ULTRA LOW FLUSH PLUMBING FIXTURES FOR ALL NEW PLUMBING FIXTURES. MAXIMUM
1.6 GAL. TOILET AND LOW FLOW SHOWERHEADS.
O. FLASH ALL EXTERIOR OPENINGS.
P. SHOWER AREA WALL ARE TO BE FINISHED WITH A HARD NONABSORBENT SURFACE TO
HEIGHT OF 72" ABOVE THE DRAIN INLET (CRC R307.2) SHOWER FLOORS AND WALL
MATERIALS SHALL BE COORDINATED WITH THE OWNER.
Q. BATHROOM ACCESSORIES SUCH AS GRAB BARS, TOWEL BARS, SOAP DISHES,
ETC, WITH IN WALLS SHALL BE SEALED AGAINST MOISTURE PER CRC,
R. MECHANICAL VENTING SYSTEMS IN BATHROOMS, LAUNDRY AND SIMILAR ROOMS SHALL
PROVIDE FIVE AIR CHANGES PER HOUR DIRECTLY TO THE OUTSIDE PER CRC.
S. SMOKE ALARMS SHALL BE 120 -VOLT WITH BATTERY BACK-UP. (CRC R314.4)
T. UNLESS NOTED OTHERWISE, EXTERIOR CEMENT PLASTER APPLICATION SHALL CONSIST OF A
3 -COAT PROCESS PER C.B.C. THE CONTRACTOR SHALL PROVIDE A LATH BASE USING
"RIB -LATH" WHERE REQUIRED TO PREVENT SAGGING. THE PLASTER IS TO BE APPLIED USING THE
FOLLOWING.
1. SCRATCH COAT 2. BROWN COAT 3. FINISH COAT PLASTER APPLICATION SHALL BE 7/8"
MIN.
U. PROVIDE NON REMOVABLE BACK FLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE BIBS
PER C.P.C. 603.2
V. PROVIDE SEISMIC ANCHORAGE FOR ALL WATER HEATERS PER CPC 508.2
W. ALL HVAC EQUIPMENT SHALL BE LISTED BY AN APPROVED TESTING AGENCY AND BE INSTALLED
IN ACCORDANCE WITH THAT LISTING PER C.M.C. SECTIONS 502(A) AND 504(A).
X. ALL GLAZING SHALL HAVE A TEMPORARY LABEL ON THE PRODUCT UNTIL THE FIELD
INSPECTOR HAS INSPECTED IT.
Y. GENERAL LIGHTING IN KITCHENS, ROOMS WITH WATER CLOSETS AND RECESSED LIGHTING IC
(INSULATING COVER) FIXTURES APPROVED SHALL BE 40 LUMMENS/WATT OR GREATER.
(D CONCRETE
1. FURNISH AND INSTALL ALL CONCRETE AS INDICATED IN THE PLANS
AND FOLLOWING NOTES AND IN ACCORD WITH THE BUILDING CODE
REQUIREMENTS FOR REINFORCING CONCRETE.
2. THE CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY -
DAMAGE TO THE WORK OF OTHER TRADES THAT IS CAUSED BY THE
EXECUTION OF HIS WORK.
3. ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL OR APPROVED
PROPERTY COMPACTED FILL.
4. ALL LEVEL SLABS SHALL BE FINISHED TO THE ELEVATION INDICATED
AND SHALL NOT VARY MORE THAN 1/8" UNDER A FIVE FOOT
STRAIGHT EDGE HELD IN ANY DIRECTION.
5. WIRE ALL REINFORCING STEEL AT INTERSECTION AND SPLICES. STEEL IN FOOTINGS MAY BE SET
ON BLOCKS OR HUNG FROM STAKED OR FORMS. REINFORCING NOTED AS CONTINUOUS MAY
BE SPLICED BY LAPPING NOT LESS THAN 40 BAR DIAMETERS. BARS SHALL NOT BE SPACED LESS
THAN ONE INCH APART.
6. PROVIDE TERMITE AND DECAY PROTECTION TO ALL SOIL UNDER SLABS
AND PROVIDE WRITTEN GUARANTEE TO OWNER.
7. POST, JAMBS, WALL FINISHES, GLASS, ETC. SHALL BE ADEQUATELY
COVERED TO PROVIDE PROTECTION FROM CONCRETE SPLATTER, STAIN
AND DAMAGE.
8, REINFORCING STEEL IS TO BE DEFORMED BARS OF INTERMEDIATE
GRADE STEEL CONFORMING TO A.S.T.M. A-15 AND A-305.
9. AGGREGATE OS TO CONFORM TO A.S.T.M. C-33, FINE AND COARSE.
10. CEMENT TO CONFORM TO A.S.T.M. C-150 AND DO NOT CHANGE
BRANDS DURING THE PROCESS OF THE WORK.
11. EXPANSION JOINTS SHALL BE PLACED ALONG SIDE A SCREED AND
PROPERLY LEVEL BEFORE POURING. EDGE CONCRETE AT ALL
EXPANSION JOINTS.
12. CONCRETE CONTRACTOR SHALL PLACE CONTROL JOINTS SO AS LIMIT
SLAB CRACKING.
13, SET ALL FORMS WITH AN ENGINEERING LEVER OR TRANSIT. PROPERTY
BRACE AND CHECK FOR LEVEL AND GRADE IMMEDIATELY PRIOR TO
AND DURING THE PLACEMENT OF THE CONCRETE. THOROUGHLY WET
ALL FORMS BEFORE PLACING OIL FORMS FOR EXPOSED CONCRETE.
REMOVE FORMS ONLY AFTER ALLOWING TIME FOR PROPER CURING.
14. ALL CONCRETE SHALL BE MIXED IN THE RATIO OF:
1 PART PORTLAND CEMENT
2 PARTS FINE AGGREGATE
4 PARTS COARSE AGGREGATE
USE NO MORE THAN EIGHT GALLONS OF WATER PER 94 LB. SACK OF CEMENT
OR NOT LESS THAN 5.2 SACKS OF CEMENT PER CUBIC YARD TO PROVIDE AN
ULTIMATE COMPRESSIVE STRENGTH OF 2,500 PSI IN 28 DAYS.
15. MIX CONCRETE NOT LESS THAN TEN MINUTES WITH AT LEAST
TWO MINUTES MIXING AT JOB SITE IMMEDIATELY PRIOR TO
POURING. DELIVER TO JOB SITE WITH ONE GALLON PER SACK
WITHHELD FROM MIX. PLACE MIX WITHIN ONE AND ONE-HALF
HOURS AFTER WATER IS FIRST ADDED.
16, ALL WATER USED IN THE MIX IS TO BE PORTABLE.
17, IMMEDIATELY FOLLOWING EACH PHASE OF CONCRETE WORK,
THE CONCRETE CONTRACTOR SHALL CLEAN UP AND REMOVE
FROM THE JOB SITE ALL DEBRIS, FORMS, BROKEN CONCRETE,
ETC. RESULTING FROM HIS WORK,
18, REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM
PROTECTIVE COVERING OF CONCRETE:
BELOW GRADE, UNFORMED . . . . , . . 3"
BELOW GRADE, FORMED . . . . . . . . 2"
WALLS . . . . . . . . . . . . . . . .
. 1"
COLUMNS . . . . . . . . . . . . . . .
.1 1/2"
STRUCTURAL SLABS (ABOVE GRADE) . .3/4"
BEAMS AND GIRDERS . . . . . . . . . .1
1/2"
NOTES: PROTECTIVE COVERING IS GIVEN AS CLEAR
DIMENSIONS
IMPORTANT
GENERAL CONTRACTOR TO REVIEW AND COMPARE BID SETS TO APPROVED CONSTRUCTION
DOCUMENTS AFTER COMPLETION OF THE PLAN CHECK PROCESS. ANY CHANGES (DELTAS)
DUE TO PLAN CHECK CORRECTIONS AND/OR REVISIONS SHALL BE ADDRESSED. GENERAL
CONTRACTOR SHALL PREPARE UPDATED CONSTRUCTION COSTS ACCORDINGLY AND PRESENT
TO OWNER FOR REVIEW AND APPROVAL PRIOR TO COMMENCEMENT OF
CONSTRUCTION. FAILURE TO DO SO WILL ASSUME THAT THE GENERAL CONTRACTOR HAS
ACCEPTED THE APPROVED CONSTRUCTION DOCUMENTS AND SHALL CONSTRUCT THE
PROJECT PER THE AMOUNT PREVIOUSLY CONTRACTED.
D MASONRY
1. THE MASONRY CONTRACTOR SHOULD FAMILIARIZE HIMSELF WITH THESE
PLANS AND SPECIFICATIONS AND NOTE ALL CONDITIONS WHICH MAY
EFFECT HIS WORK AND PERFORMANCE IN FULFILLING HIS CONTACT.
2. FURNISH ALL THE NECESSARY LABOR, MATERIALS, TOOLS, ETC., TO
COMPLETE THE MASONRY WORK AS CALLED FOR IN THESE PLANS AND
SPECIFICATIONS.
3. ALL ANCHORS AND ATTACHMENTS WILL BE FURNISHED BY OTHERS
BUT ARE THE RESPONSIBILITY OF THE MASONRY CONTRACTOR FOR
THEIR INSTALLATION.
4. PROVIDE PROPER BRACING, FORMING AND SHORING FOR THE
CONSTRUCTION OF ALL MASONRY WORK.
5. PROVIDE AND PROPERLY INSTALL ALL REINFORCING BARS IN MASONRY.
6. VERIFY PLACEMENTS OF FOOTINGS AND STEEL AS REQUIRED FOR ALL
MASONRY WORK.
7. MASONRY UNITS SHALL BE GRADE A UNITS CONFORMING TO A.S.T.M.
DESIGNATION C-90 AND IN ADDITION THE REQUIREMENTS OF THE
QUALITY CONTROL STANDARDS OF THE CONCRETE MASONRY
ASSOCIATION.
8. PORTLAND CEMENT SHALL CONFORM TO A.S.T.M. DESIGNATION C-150.
9, MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE
RATION BY VOLUME OF:
1 PART CEMENT
1 PART LIME PUTTY
4 1/2 PARTS SAND
AND SHALL CONFORM TO A.S,T.M. DESIGNATION C-270. IF PLASTIC
TYPE CEMENT IS USED, OMIT THE LIME PUTTY.
10 GROUT SHALL BE A FLUID CONSISTENCY AND MIXED IN THE RATIO BY
VOLUME OF:
1 PART CEMENT
3 PARTS SAND
2 PARTS PEA GRAVEL
ALL GROUT IS TO BE OF INTEGRAL COLOR AS THE MASONRY IN WHICH
IT IS PLACED (EXPOSED).
1 1,REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO
A.S.T.M. DESIGNATION A-15 AND A-305 EXCEPT 1/4" TIES MAY BE
PLAIN BARS.
12 WHEN A FOUNDATION DOWEL DOES NOT ALIGN WITH THE VERTICAL
CORE IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL TO SIX
VERTICAL.
13.REINFORCING STEEL SHALL BE LAPPED A MINIMUM OF THIRTY BAR
DIAMETERS WHERE SPLICED. SEPARATE BARS BY ONE BAR DIAMETER
OR WIRE TOGETHER.
14 -VERTICAL REINFORCING SHALL HAVE A MINIMUM 1/4"
CLEARANCE FROM THE MASONRY.
15.INTERSECTING MASONRY WALLS AND PARTITIONS SHALL BE
BONDED BY THE USE OF STEEL TIE AT 23" O.C.
16.ALL GROUT SHALL BE PUDDLED OR VIBRATED IN PLACE.
17.CONCRETE, SCUM AND GROUT STAINS SHALL BE IMMEDIATELY
REMOVED FROM ALL WALLS.
18.AT THE CONCLUSION OF THE MASONRY WORK THE MASONRY
CONTRACTOR SHALL CLEAN ALL MASONRY, REMOVE ALL
DEBRIS, REFUSE, SURPLUS MATERIALS, SACK, ETC., FROM THE
JOB SITE.
3 FRAMING
1. ALL ROOFS AND CEILINGS SHALL BE BLOCKED WITH 2X SOLID
BLOCKING. MAXIMUM SPACING BETWEEN BLOCKING SHALL BE 8'-0",
OFFSET IN ROWS.
2. USE SISALKRAFT PAPER FOR MINIMUM OF SIX INCHES AT PERIPHERIES
OF ALL EXTERIOR OPENINGS.
3. USE SIMPSON "STRONG TIE" OR EQUAL FRAMING CONNECTORS AT ALL
FLUSH FRAMING CONDITIONS.
4. ALL FRAMING LUMBER TO BE GRADE -MARKED DOUGLAS FIR KILN
DRIED.
JOIST AND RAFTER . . . . . . NO. 2 OR BETTER
BEAMS AND HEADERS . . . . .NO. 1 OR BETTER
5. UNLESS OTHERWISE NOTED LAP ALL TOP PLATES A MINIMUM OF 48".
6. 2X SOLID FIRE STOPS SHALL BE PROVIDED BETWEEN ALL STUDS SO
THE RESULTING CONCEALED SPACE IS NOT MORE THEN 8'-0" IN
HEIGHT. THEY SHALL BE OF THE SAME WIDTH AS THE STUD AND
PLACED FLUSH WITH THE INSIDE FACE OF THE STUD.
7. PLYWOOD ROOF SHEATHING TO BE 5/8" C.D.X. PLYWOOD UNLESS
OTHERWISE NOTED. NAIL PER U.B.C. OR NAILING SCHEDULE IN THESE
SPECIFICATIONS.
8. AN AVERAGE LENGTH OF WALL SHALL NOT BE OUT OF PLUMB BY
MORE THAN 1 /8" IN AN EIGHT FOOT WALL.
9. ALL POST TO BEAM CONNECTORS TO BE MINIMUM T OR L STRAP
UNLESS SHOWN ON PLANS. ALL FRAMING CONNECTORS TO BE
"SIMPSON STRONG TIE" OR EQUAL.
10. PROVIDE BLOCKING FOR ALL SURFACES MOUNTED OR RECESSED
ACCESSORIES SUCH AS TOWEL BARS, SHELVES, POLES, CABINETS,
ETC.
11. ALL PLYWOOD SHALL BE LAID FACE GRAIN PERPENDICULAR TO
FRAMING MEMBERS.
12. NO LOAD CARRYING MEMBERS SHALL BE DRILLED UNLESS SO DETAILED
OR APPROVED.
13. ALL WOOD WINDOWS OR DOOR FRAMES ARE TO BE DADOED
14. PLYWOOD SHEAR PANELS TO BE 3/8" C.D.X. PLYWOOD UNLESS
OTHERWISE NOTED. NAIL AS PER C.R.C. OR NAILING SCHEDULE
IN THESE SPECIFICATIONS.
15. NAIL RAFTERS TO CEILING JOISTS OR RAFTER TIES EVERY 4 FEET.
PROVIDE RAFTER TIES WHERE CEILING JOIST AND RAFTERS ARE NOT
PARALLEL OR WHERE CALLING JOISTS NOT USED.
16. PROVIDE DOUBLE TOP PLATES AT ALL EXTERIOR AND BEARING WALLS WITH END
JOINTS OFFSET AT LEAST 48 INCHES.
D FRAMING -continued
NOTES;
1. COMMON OR BOX NAILS SHALL BE USED EXCEPT WHERE OTHERWISE STATED.
2. NAILS SPACED AT 6" O.C. AT EDGES, 12" O.C. AT INTERMEDIATE SUPPORTS
EXCEPT 6" O.C. AT ALL SUPPORTS WHERE SPANS ARE 4'-0" OR MORE. FOR
NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE BOARD DIAPHRAGMS
AND SHEAR WALLS, REFER TO C.B.C. SECTION 2315.3.3 AND 2315.4. NAILS FOR
SHEAR WALL SHEATHING SHALL BE COMMON, GALVANIZED BOX NAILS.
3. COMMON OR DEFORMED SHANK.
4. COMMON
5. DEFORMED SHANK.
6. CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO THE
REQUIREMENTS OF C.B.C. SECTION 2304.3.
7. FASTENERS SPACED AT 3" O.C. AT EXTERIOR EDGES AND 6" O.C. AT
INTERMEDIATE SUPPORTS.
8. CORROSION -RESISTANT ROOFING NAILS WITH 7/16" DIAMETER HEAD AND 1-1/2"
LENGTH FOR 1/2" SHEATHING, 1-3/4" LENGTH FOR 25/32" SHEATHING,
CONFORMING TO THE REQUIREMENTS OF THE C.B.C. SECTION2304.3.
9. CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16" CROWN AND 1-1/8"
LENGTH FOR 1/2" SHEATHING, AND 1-1/2 LENGTH FOR 25/32" SHEATHING,
CONFORMING TO THE REQUIREMENTS OF THE C.B.C. SECTION 2304.3.
10. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IS IN THE
LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). CASING OR
FINISH NAILS SPACED AT 6" O.C. ON PANEL EDGES, AND 12" O.C. AT
INTERMEDIATE SUPPORTS.
11. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED AT 6" O.C.
ON PANEL EDGES, AND 12" O.C. AT INTERMEDIATE SUPPORTS.
12. SEE CARPENTRY NOTE 14 ON SHEET SO -1 FOR FASTENER REQUIREMENTS INTO
PRESSURE -TREATED LUMBER.
(:D ROOFING
1. ALL ROOFING SHALL BE INSTALLED ACCORDING TO MANUFACTURES
SPECIFICATIONS AND RECOMMENDATIONS.
2. ROOF SHEATHING SHALL BE FIRM, DRY, SMOOTH AND SWEPT
CLEAN PRIOR TO THE SPECIFICATION OF ANY ROOFING. ALL
CRACKS, HOLES, JOINTS, ETC., WITH ANY DIMENSION OVER
4" SHALL BE COVERED WITH A STRIP OF 28 GAUGE G.I.
FLASHING NAILED TO THE SHEATHING AND LAPPING THE
EDGES OF THE IMPERFECTION BY MINIMUM DIMENSION OF
3. VIE ROOFING CONTRACTOR SHALL THOROUGHLY EXAMINE THE
SURFACES TO BE ROOFED AND REPORT ANY DEFECTS TO THE
GENERAL CONTRACTOR BEFORE COMMENCING ANY WORK. THE
APPLICATION OF ROOFING MATERIALS SHALL CONSTITUTE
ACCEPTANCE OF THE SHEATHING SURFACES.
4. THE ROOFING SHALL NOT BE DONE IN RAINY OR DAMP
WEATHER, NOR SHALL THE ROOFING CONTRACTOR COVER ANY
WET OR DAMP SHEATHING.
5. AT COMPLETION OF THE ROOF INSTALLATION AND BEFORE
ANY LATHING OR DRYWALL IS APPLIED, CAP ALL VENTS,
DRAINS, ETC., AND COMPLETELY FLOOD THE ROOF WITH
WATER. ANY LEEKS SHALL BE REPAIRED IMMEDIATELY BY THE
ROOFING CONTRACTOR.
6. THE ROOFING CONTRACTOR SHALL CLEAN THE JOB SITE OF
ALL DEBRIS CAUSED BY THE INSTALLATION OF ROOFING
MATERIALS IMMEDIATELY UPON THE COMPLETION OF HIS
WORK.
7. ASPHALT SHALL BE HIGH MELT 190 DEGREES TO 200
DEGREES FAHRENHEIT CONFORMING TO ASTM -312 64.
8. THE ROOFING CONTRACTOR SHALL ADEQUATELY COVER AND
PROTECT ALL EXPOSED WOOD, TRIM, MASONRY, PLASTER, TC.,
PROTECT ALL EXPOSED WOOD, TRIM, MASONRY, PLASTER,
ETC., FROM THE DRIPPINGS SHALL BE THE RESPONSIBILITY OF
THE ROOFING CONTRACTOR.
9. THE ROOFING CONTRACTOR SHALL FURNISH THE OWNER A
WRITTEN GUARANTEE FOR ALL ROOFING WORK DONE.
. 10. ROOFING FELTS SHALL BE ASPHALT -SATURATED PER THE
PLANS AND DETAILS CONFORMING TO ASTM -226 27.
11. HOT MOP ALL SHOWER PANS A MINIMUM OF 6" UP WALLS.
12. WATERPROOF PLANTER AND EXTERIOR WALLS AS DETAILED.
5 CABINET WORK 7 H.V,A.C. 8 ELECTRICAL
L PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE FABRICATION
AND PROPER INSTALLATION OF ALL CABINETWORK, WARDROBES AND SHELVING AS DESCRIBED IN THE
PLANS AND SPECIFICATIONS. 1. THE HEATING AND AIR CONDITIONING CONTRACTOR SHALL PAY FOR 1. A MINIMU OF 50% OF CONSTRUCTION WASTE IS TO BE RECYCLED. CGC 4.408.1
ALL CITY PERMITS AND LICENSES REQUIRED FOR THE SUCCESSFUL
COMPLETION OF THE PROJECT. 2. THE BUILDER WILL PROVIDE AN OPERATION MANUAL CONTAINING INFORMATION FOR MAINTAINING APPLIANCES, ETC) FOR THE
2. ALL WORK TO BE DONE BY THE CABINET CONTRACTOR SHALL BE ASSEMBLED AT IS SHOP AND UPON 2, BEFORE BEGINNING THE HEATING OR AND CONDITIONING WORK, ALL OWNER AT THE TIME OF FINAL INSPECTION. CGC4.410.1
DELIVERY TO THE JOB SITE, SHALL BE PROTECTED AND STORED UNDER COVER IN A WELL VENTILATED, DRY PHASES THAT PERTAIN TO THE WORK IN THE PLANS AND
AND SECURE SPACE. SPECIFICATIONS, INCLUDING MECHANICAL ROOM SIZES SHALL BE 3. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BE COVERED.
STUDIED. ANY LIMITATIONS, REPORTED TO THE ARCHITECT AND ANY CGC 4.504.1
EXTRA WORK RESULTING FROM FAILURE TO DO SO WILL BE CAUSE FOR 4. THE GAS FIREPLACESHALL BE DIRECT VENT. WOOD STOVE OR PELLET STOVES MUST BE US EPA PHASE II RATED APPLIANCES.
9. ALL AREAS TO RECEIVE CABINET WORK SHALL BE INSPECTED AND FIELD MEASURED FOR ACTUAL SIZES AND MAKING THE HEATING AND AIR CONDITIONING CONTRACTOR LIABLE FOR (S )
ACCEPTABILITY. SUCH CHANGES.
3. ALL PARTS OF THE HEATING AND AIR CONDITIONING EQUIPMENT SHALL 5 F OC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION COMPOSITION
3 AND TABLES PRODUCTS.
1, 4.504.2, 4.504.3 AND 4.504.5
4" SAMPLES OF STAINS AND FINISHES SHALL BE SUBMITTED TO THE ARCHITECT OR THE OWNER FOR APPROVAL BE THOROUGHLY CLEANED AFTER INSTALLATION. EXPOSED PARTS FOR: ADHESIVES, PAINTS AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC 4.504.2
PRIOR TO FABRICATION OF THE CABINET WORK. WHICH ARE TO BE PAINTED SHALL BE CLEANED OF ALL PLASTER OF 6, BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY HUMIDISTAT. CGC
FOREIGN MATERIALS, AND ALL GREASE OR OIL SPOTS ARE TO BE
REMOVED WITH A PROPER CLEANING SOLVENT. 4.506.1
5. THE CABINET CONTRACTOR SHALL MAKE ALL CUTS, HOLES, OPENINGS, ETC., IN COUNTERTOPS, 4. PRIOR TO CHARGING THE SYSTEM, COMPLETELY EVACUATE THE 7. IF PROVIDED, WHOLE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOWERS WHICH CLOSE WHEN THE FAN IS OFF. THE
FLASHINGS, SHELVES AND DRAWERS AS REQUIRED TO PROPERLY INSTALL SINKS, LAVATORIES, APPLIANCES, REFRIGERANT LINES AND REPAIR ANY LEAKS THAT ARE PRESENT. COVERS OR LOWERS SHALL HAVE A MINIMUM R4.2 INSULATION
ELECTRICAL OUTLETS ETC. HE SHALL ALSO ADJUST AND ALIGN ALL CABINET DOORS AND DRAWERS
PRIOR TO STARTING THE BLOWER FANS, THOROUGHLY CLEAN OUT ALL
FOLLOWING INSTALLATION OF ALL ITEMS ATTACHED OR RELATED TO THE CABINETS. SUPPLY AND RETURN DUCTS, REGISTERS AND PLENUM BOXES. 8. HEATING AND AC SHALL BE SIZED AND SELECTED BYACCA MANUAL J OR ASHRAE HANDBOOK OR EQUIVALENT. THE DUCT
5. ADJUST AND REGULATE ALL EQUIPMENT TO INSURE PROPER SIZING SHALL BE SIZED IN ACCORDANCE WITH ONE OF THE ACCA METHODS LISTED IN CGC SECTION 4.507.2.
OPERATION OF THE SAME. BALANCE THE ENTIRE SYSTEM TO PROVIDE 9, PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE
AIR DELIVERIES AS DETAILED IN THE PLANS. REGISTERS ATE TO BE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN BUILDING STANDARDS CERTIFICATION FORM AND
b, PROVIDE AND INSTALL ALL PLASTIC LAMINATE WORK AS DESCRIBED IN ADJUSTED TO MINIMIZE OBJECTIONABLE DRAFTS OR NOISES. GIVEN TO THE BUILDING DEPARTMENT OFFICIAL TO BE FILLED WITH THE APPROVED PLANS.
THE PLANS AND SPECIFICATIONS. 6. THE EQUIPMENT SHALL BE INSTALLED SO THAT THE OPERATION OF 101F SHOWER IS PROVIDED WITH MULTIPLE SHOWER HEADS, THE SUM OF FLOW TO ALL THE HEADS SHALL NOT EXCEED THE 20%
ALL PARTS OF THE SYSTEM SHALL BE AS NOISELESS AS POSSIBLE SO REDUCED LIMIT, OR THE SHOWER SHALL BE DESIGNED SO THAT ONLY ONE HEAD IS ON AT A TIME. CGC 4.303.2
-1. AT THE END OF EACH PHASE OF CABINET WORK, THE CABINET CONTRACTOR SHALL CLEAN THE PREMISES THAT NO OBJECTIONABLE SOUND OF OPERATION WILL BE HEARD
OF ALL TRASH, WRAPPINGS AND UNUSED MATERIALS CAUSED BY THE COMPLETION OF HIS WORK. OUTSIDE OF THE ROOMS HOUSING THE EQUIPMENT. 111ANDSCAPE IRRIGATION EATER USE SHALL HAVE A WEATHER BASED CONTROLLERS. CGC4.304.1
7. PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, THE AIR
CONDITIONING AND HEATING CONTRACTOR SHALL FURNISH TO THE
OWNER COMPLETE WRITTEN OPERATION S AND MAINTENANCE
Q CABINET HARDWARE: PIVOT HINGES- "STANLEY'300. MAGNETIC CATCHES- "STANLEY" 41. DRAWER GLIDES- INSTRUCTIONS FOR ALL OF THE EQUIPMENT UNDER HIS CONTRACT.
"GRANT" 337. PULLOUT R.V. SHELF GLIDES- "GRANT' 317. CABINET PULLS TO BE SELECTED BY THE DESIGNER 8. REFRIGERANT PIPING SHALL BE TYPE L COPPER WITH SILVER SOLDIER
OR OWNER. JOINTS. CONDENSATE PIPING SHALL BE 384" SCHEDULE 40 PVC. GAS
HOOKUP SHALL BE FLEXIBLE BASS CONNECTORS.
9. ALL UNDERGROUND REFERENT LINES SHALL BE BURIED A MINIMUM OF
18" BELOW GRADE,
10. AT THE COMPLETION OF EACH PHASE OF HIS WORK, THE AIR
CONDITIONING AND HEATING CONTRACTOR SHALL CLEAN UP HIS WORK
AND REMOVE FROM THE JOB SITE ALL RUBBISH, DEBRIS, CARTOONS,
ETC., RESULTING FROM HIS WORK.
11. SET ALL FURNACES ON 1" ASPHALT IMPREGNATED CELOTEX PADS AND
PROVIDE CANVAS CONNECTORS BETWEEN ALL UNITS AND DUCT WORK.
12. THE AIR CONDITIONING AND HEATING CONTRACTOR SHALL FURNISH TO
THE OWNER A WRITTEN GUARANTEE FOR ONE YEAR PERIOD FROM THE
DATE OF ACCEPTANCE OF THE WORK, INCLUDING A STATEMENT THAT
ANY RESULTING REPAIR SERVICE REQUIRED UNDER THIS GUARANTEE
WILL BE PROVIDED WITH TWELVE HOURS OF NOTIFICATION OF THE
PROBLEMS. 9 GREEN BUILDING
13. FURNACE FLUES SHALL BE TYPE 3 TRANSITE.
14. ALL RECTANGULAR DUCT WORK SHALL BE GALVANIZED IRON. ROUND
DUCT WORK SHALL BE GUSTIN-BACON FIBERGLASS. UNDERGROUND GREEN BUILDING CODE WASTE REDUCTION (NON-RESIDENTIAL)
DUCT WORK SHALL BE TRANSIT ROUND DUCT PRIALOC CLASS 1
PLUMBING CORRUGATED METAL DUCT. EXHAUST FAN DUCT SHALL BE 26 GAUGE INCLUDED WITH THE BUILDING PLAN SUBMITTAL DOCUMENTS TO THE BUILDING DEPARTMENT FOR PLAN REVIEW, THAT APPLICANT
GALVANIZED IRON. SHALL PROVIDE A COPY OF THE APPROVAL CONSTRUCTION WASTE MANAGEMENT PLAN BY THE RIVERSIDE COUNTY WASTE
MANAGEMENT DEPARTMENT THAT IDENTIFIES THE FOLLOWING:
1. ALL WORK COMPLETED SHALL CONFORM TO THE UNIFORM PLUMBING 1. IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING,
REUSE, ON THE PROJECT, OR SALVAGE FOR FUTURE USE OR SALE.
CODE AND SHALL ADOPTED CITY OR COUNTRY CODES AND ORDINANCE.
2. SPECIFY CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE -SEPARATED) OR BULK
MIXED (SINGLE STREAM).
2. ALL MATERIALS FURNISHED AND INSTALLED UNDER THIS CONTRACT 3. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION AND WASTE WILL BE TAKEN.
SHALL BR FREE FROM ALL DEFECTS AND SHALL BE GUARANTEED FOR 4. IDENTIFY THE CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION WASTE GENERATED.
A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE 5. SPECIFY THAT AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY
WORK. SHOULD ANY TROUBLE DEVELOP DURING THAT PERIOD DUE TO WEIGHT OR VOLUME, BUT NOT BOTH. FOR INFORMATION REGARDING COMPLIANCE WITH THE ABOVE PROVISION AND
DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP, THE PLUMBING REQUIREMENTS, PLEASE CONTACT THE WASTE MANAGEMENT DEPARTMENT AT 951-486-3200,
CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR NECESSARY
TO CORRECT THE PROBLEM WITHOUT ANY COST TO THE OWNER.
3. ALL EXPOSED PIPING AND EQUIPMENT SHALL BE THOROUGHLY
NAILING SCHEDULE CONFORMS TO CBC SECTION
2301.2& 2304.9.1 FASTENING SCHEDULE
ITEM
DESCRIPTION OF CONNECTION
NAILING (NOTE I
1
JOIST TO SILL OR GIRDER, TOE -NAIL
(3) 8d
2
BRIDGING TO JOIST, TOE -NAIL EACH END
(2) 8d
3
1"X 6' SUBFLOOR OR LESS, TO EACH JOIST, FACE NAIL
(2) Bd
4
WIDER THAN 1"X 6" SUBFLOOR TO EACH JOIST, FACE NAIL
(3) 8d
5
2' SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL
(2) 16d
IAC
SOLE PLATE TO JOIST OR BLOCKING, TYPICAL FACE NAIL
16d AT 16" O.C.
6
SOLE PLATE TO JOIST OR BLOCKING, AT BRACED WALL PANELS
(3) 16d AT 16" O.C.
7
TOP PLATE TO SND, END NAIL
(2116d
8
STUD TO SOLE PLATE
(2)16d
9
DOUBLE STUDS, FACE NAIL
16d AT 24' O.C.
"GENERAL CONTRACTOR/SUB CONTRACTORS RESPONSIBILITIES"
DOUBLED TOP PLATES, TYPICAL FACE NAIL
16d AT 16' O.C.
10
DOUBLE TOP PLATES, LAP SPLICE
18)16d
11
1 BLOCKING BETWEEN JOISTS OR RAFTERS, TO TOP PLATE, TOE -NAIL
(3) 8d
12
RIM JOIST TO TOP PLATE, TOE -NAIL
(2)16d
13
TOP RATES, LAPS AND INTERSECTIONS, FACE NAIL
(2)16d
14
CONTINUOUS HEADER, TWO PIECES
16d AT 16' O.C.
ALONG EACH EDGE
15
CEILING JOIST TO PLATE, TOE -NAIL
(318d
16
CONTINUOUS HEADER TO STUD, TOE -NAIL
(4) 8d
17
CEILING JOISTS: LAPS OVER PARTITIONS, FACE NAIL
(3) 16d
18
CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL
(3) 16d
19
RAFTER TO PLATE, TOENAIL
(3) 8d
20
I 1' DIAGONAL BRACE TO EACH STUD AND PLATE, FACE NAIL
(2) 8d
21
1" X8" SHEATHING OR LESS TO EACH BEARING, FACE NAIL
(2) 8d
22
WIDER THAN 1' X 8" SHEATHING TO EACH BEARING, FACE NAIL
(3) 8d
23
BUILT-UP CORNER STUDS
16d AT 16" O.C.
24
BUILT-UP GIRDERS AND BEAMS 20d AT 32" O.C. AT TOP AND BTM, AND
STAGGERED(2)2 AT ENDS AND SPLICES
25
2' PLANKS
(2 16d AT
EACii BEARING
WOOD STRUCTURAL PANELS AND PARTICLE BOARD (NOTE 2):
SUBFLOOR AND WALL SHEATHING TO FRAMING
AND COATED WITH ASPHALT, AND SHALL HAVE AT LEAST EIGHTEEN
6. UPON COMPLETION OF ALL ELECTRICAL WORK, THE ELECTRICAL
1/2' AND LESS
6d (NOTE 3)
CONTRACTOR SHALL TEST ALL CIRCUITS, OUTLETS, SWITCHES, LIGHTS,
19/32" TO 3/4'
8d (NOTE 4
OR 6d NOT51
MOTORS, ETC., FOR CORRECT OPERATION FOR ALL INSTALLATIONS.
7/8' TO 1'
8d (NOTE 3)
26
1-1 /8' TO 1-1 /4'
l Id ( NOTE 4)
OR 8d NOTE 5
COMBINATION SUBFLOOR-UNDERLAYMENT TO FRAMING:
7. THE ENTIRE ELECTRICAL INSTALLATION, INCLUDING MATERIALS
3/4" AND LESS
6d (NOTE 5)
FURNISHED AND INSTALLED MUST BE FREE FROM DEFECT AND SHALL
7/8" TO 1'
8d (NOTE 5)
BE GUARANTEED IN WRITING TO THE OWNER FOR A PERIOD OF ONE
1-1/8"TO1-114'l
8d NOTE 4)
OR 8 NOTE 5
YEAR FROM FINAL COMPLETION OF THE PROJECT.
PANEL SIDING TO FRAMING (NOTE 2)
PANS HAVING A MINIMUM FLANGE OR 4 INCHES.
27
1/2' AND LESS
6d (NOTE 6)
PHASE OF HIS WORK, REMOVE ALL DEBRIS, CARTOONS, IMPLEMENTS
7/8" TO 1"
8d (NOTE 6)
OF SERVICE, ETC., RESULTING FROM HIS WORK FROM THE JOB SITE.
7/8" TO 1'
8d (NOTE 6)
28
1/2'
NO 11 GA. (NOTE 8)
6d (NOTE 4)
NO 16 GA. (NOTE 9)
9. PROVIDE COMPLETE CONDUIT SYSTEM FOR TELEVISION AND TELEPHONE
25/32"
NO 11 GA. (NOTE 8)
8d (NOTE 4)
NO 16 GA. (NOTE 9)
SERVICE TO THE BUILDING TERMINAL BOXES AS REQUIRED BY THE
INTERIOR PANELING
WATER FIXTURES OR BATTERY OF FIXTURES, AIR CHAMBERS WHICH
29
1/4'
4d (NOTE 10)
3/8"
6d (NOTE 11)
30
LEDGER STRIP, FACE NAIL
1 (3) 16d
NOTES;
1. COMMON OR BOX NAILS SHALL BE USED EXCEPT WHERE OTHERWISE STATED.
2. NAILS SPACED AT 6" O.C. AT EDGES, 12" O.C. AT INTERMEDIATE SUPPORTS
EXCEPT 6" O.C. AT ALL SUPPORTS WHERE SPANS ARE 4'-0" OR MORE. FOR
NAILING OF WOOD STRUCTURAL PANEL AND PARTICLE BOARD DIAPHRAGMS
AND SHEAR WALLS, REFER TO C.B.C. SECTION 2315.3.3 AND 2315.4. NAILS FOR
SHEAR WALL SHEATHING SHALL BE COMMON, GALVANIZED BOX NAILS.
3. COMMON OR DEFORMED SHANK.
4. COMMON
5. DEFORMED SHANK.
6. CORROSION -RESISTANT SIDING OR CASING NAILS CONFORMING TO THE
REQUIREMENTS OF C.B.C. SECTION 2304.3.
7. FASTENERS SPACED AT 3" O.C. AT EXTERIOR EDGES AND 6" O.C. AT
INTERMEDIATE SUPPORTS.
8. CORROSION -RESISTANT ROOFING NAILS WITH 7/16" DIAMETER HEAD AND 1-1/2"
LENGTH FOR 1/2" SHEATHING, 1-3/4" LENGTH FOR 25/32" SHEATHING,
CONFORMING TO THE REQUIREMENTS OF THE C.B.C. SECTION2304.3.
9. CORROSION -RESISTANT STAPLES WITH NOMINAL 7/16" CROWN AND 1-1/8"
LENGTH FOR 1/2" SHEATHING, AND 1-1/2 LENGTH FOR 25/32" SHEATHING,
CONFORMING TO THE REQUIREMENTS OF THE C.B.C. SECTION 2304.3.
10. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IS IN THE
LONG DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED). CASING OR
FINISH NAILS SPACED AT 6" O.C. ON PANEL EDGES, AND 12" O.C. AT
INTERMEDIATE SUPPORTS.
11. PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED AT 6" O.C.
ON PANEL EDGES, AND 12" O.C. AT INTERMEDIATE SUPPORTS.
12. SEE CARPENTRY NOTE 14 ON SHEET SO -1 FOR FASTENER REQUIREMENTS INTO
PRESSURE -TREATED LUMBER.
(:D ROOFING
1. ALL ROOFING SHALL BE INSTALLED ACCORDING TO MANUFACTURES
SPECIFICATIONS AND RECOMMENDATIONS.
2. ROOF SHEATHING SHALL BE FIRM, DRY, SMOOTH AND SWEPT
CLEAN PRIOR TO THE SPECIFICATION OF ANY ROOFING. ALL
CRACKS, HOLES, JOINTS, ETC., WITH ANY DIMENSION OVER
4" SHALL BE COVERED WITH A STRIP OF 28 GAUGE G.I.
FLASHING NAILED TO THE SHEATHING AND LAPPING THE
EDGES OF THE IMPERFECTION BY MINIMUM DIMENSION OF
3. VIE ROOFING CONTRACTOR SHALL THOROUGHLY EXAMINE THE
SURFACES TO BE ROOFED AND REPORT ANY DEFECTS TO THE
GENERAL CONTRACTOR BEFORE COMMENCING ANY WORK. THE
APPLICATION OF ROOFING MATERIALS SHALL CONSTITUTE
ACCEPTANCE OF THE SHEATHING SURFACES.
4. THE ROOFING SHALL NOT BE DONE IN RAINY OR DAMP
WEATHER, NOR SHALL THE ROOFING CONTRACTOR COVER ANY
WET OR DAMP SHEATHING.
5. AT COMPLETION OF THE ROOF INSTALLATION AND BEFORE
ANY LATHING OR DRYWALL IS APPLIED, CAP ALL VENTS,
DRAINS, ETC., AND COMPLETELY FLOOD THE ROOF WITH
WATER. ANY LEEKS SHALL BE REPAIRED IMMEDIATELY BY THE
ROOFING CONTRACTOR.
6. THE ROOFING CONTRACTOR SHALL CLEAN THE JOB SITE OF
ALL DEBRIS CAUSED BY THE INSTALLATION OF ROOFING
MATERIALS IMMEDIATELY UPON THE COMPLETION OF HIS
WORK.
7. ASPHALT SHALL BE HIGH MELT 190 DEGREES TO 200
DEGREES FAHRENHEIT CONFORMING TO ASTM -312 64.
8. THE ROOFING CONTRACTOR SHALL ADEQUATELY COVER AND
PROTECT ALL EXPOSED WOOD, TRIM, MASONRY, PLASTER, TC.,
PROTECT ALL EXPOSED WOOD, TRIM, MASONRY, PLASTER,
ETC., FROM THE DRIPPINGS SHALL BE THE RESPONSIBILITY OF
THE ROOFING CONTRACTOR.
9. THE ROOFING CONTRACTOR SHALL FURNISH THE OWNER A
WRITTEN GUARANTEE FOR ALL ROOFING WORK DONE.
. 10. ROOFING FELTS SHALL BE ASPHALT -SATURATED PER THE
PLANS AND DETAILS CONFORMING TO ASTM -226 27.
11. HOT MOP ALL SHOWER PANS A MINIMUM OF 6" UP WALLS.
12. WATERPROOF PLANTER AND EXTERIOR WALLS AS DETAILED.
5 CABINET WORK 7 H.V,A.C. 8 ELECTRICAL
L PROVIDE ALL LABOR, MATERIALS, EQUIPMENT AND TRANSPORTATION NECESSARY FOR THE FABRICATION
AND PROPER INSTALLATION OF ALL CABINETWORK, WARDROBES AND SHELVING AS DESCRIBED IN THE
PLANS AND SPECIFICATIONS. 1. THE HEATING AND AIR CONDITIONING CONTRACTOR SHALL PAY FOR 1. A MINIMU OF 50% OF CONSTRUCTION WASTE IS TO BE RECYCLED. CGC 4.408.1
ALL CITY PERMITS AND LICENSES REQUIRED FOR THE SUCCESSFUL
COMPLETION OF THE PROJECT. 2. THE BUILDER WILL PROVIDE AN OPERATION MANUAL CONTAINING INFORMATION FOR MAINTAINING APPLIANCES, ETC) FOR THE
2. ALL WORK TO BE DONE BY THE CABINET CONTRACTOR SHALL BE ASSEMBLED AT IS SHOP AND UPON 2, BEFORE BEGINNING THE HEATING OR AND CONDITIONING WORK, ALL OWNER AT THE TIME OF FINAL INSPECTION. CGC4.410.1
DELIVERY TO THE JOB SITE, SHALL BE PROTECTED AND STORED UNDER COVER IN A WELL VENTILATED, DRY PHASES THAT PERTAIN TO THE WORK IN THE PLANS AND
AND SECURE SPACE. SPECIFICATIONS, INCLUDING MECHANICAL ROOM SIZES SHALL BE 3. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED, AND MECHANICAL EQUIPMENT IS TO BE COVERED.
STUDIED. ANY LIMITATIONS, REPORTED TO THE ARCHITECT AND ANY CGC 4.504.1
EXTRA WORK RESULTING FROM FAILURE TO DO SO WILL BE CAUSE FOR 4. THE GAS FIREPLACESHALL BE DIRECT VENT. WOOD STOVE OR PELLET STOVES MUST BE US EPA PHASE II RATED APPLIANCES.
9. ALL AREAS TO RECEIVE CABINET WORK SHALL BE INSPECTED AND FIELD MEASURED FOR ACTUAL SIZES AND MAKING THE HEATING AND AIR CONDITIONING CONTRACTOR LIABLE FOR (S )
ACCEPTABILITY. SUCH CHANGES.
3. ALL PARTS OF THE HEATING AND AIR CONDITIONING EQUIPMENT SHALL 5 F OC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION COMPOSITION
3 AND TABLES PRODUCTS.
1, 4.504.2, 4.504.3 AND 4.504.5
4" SAMPLES OF STAINS AND FINISHES SHALL BE SUBMITTED TO THE ARCHITECT OR THE OWNER FOR APPROVAL BE THOROUGHLY CLEANED AFTER INSTALLATION. EXPOSED PARTS FOR: ADHESIVES, PAINTS AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC 4.504.2
PRIOR TO FABRICATION OF THE CABINET WORK. WHICH ARE TO BE PAINTED SHALL BE CLEANED OF ALL PLASTER OF 6, BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTED DIRECTLY TO THE OUTSIDE AND CONTROLLED BY HUMIDISTAT. CGC
FOREIGN MATERIALS, AND ALL GREASE OR OIL SPOTS ARE TO BE
REMOVED WITH A PROPER CLEANING SOLVENT. 4.506.1
5. THE CABINET CONTRACTOR SHALL MAKE ALL CUTS, HOLES, OPENINGS, ETC., IN COUNTERTOPS, 4. PRIOR TO CHARGING THE SYSTEM, COMPLETELY EVACUATE THE 7. IF PROVIDED, WHOLE EXHAUST FANS SHALL HAVE INSULATED COVERS OR LOWERS WHICH CLOSE WHEN THE FAN IS OFF. THE
FLASHINGS, SHELVES AND DRAWERS AS REQUIRED TO PROPERLY INSTALL SINKS, LAVATORIES, APPLIANCES, REFRIGERANT LINES AND REPAIR ANY LEAKS THAT ARE PRESENT. COVERS OR LOWERS SHALL HAVE A MINIMUM R4.2 INSULATION
ELECTRICAL OUTLETS ETC. HE SHALL ALSO ADJUST AND ALIGN ALL CABINET DOORS AND DRAWERS
PRIOR TO STARTING THE BLOWER FANS, THOROUGHLY CLEAN OUT ALL
FOLLOWING INSTALLATION OF ALL ITEMS ATTACHED OR RELATED TO THE CABINETS. SUPPLY AND RETURN DUCTS, REGISTERS AND PLENUM BOXES. 8. HEATING AND AC SHALL BE SIZED AND SELECTED BYACCA MANUAL J OR ASHRAE HANDBOOK OR EQUIVALENT. THE DUCT
5. ADJUST AND REGULATE ALL EQUIPMENT TO INSURE PROPER SIZING SHALL BE SIZED IN ACCORDANCE WITH ONE OF THE ACCA METHODS LISTED IN CGC SECTION 4.507.2.
OPERATION OF THE SAME. BALANCE THE ENTIRE SYSTEM TO PROVIDE 9, PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE
AIR DELIVERIES AS DETAILED IN THE PLANS. REGISTERS ATE TO BE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE GREEN BUILDING STANDARDS CERTIFICATION FORM AND
b, PROVIDE AND INSTALL ALL PLASTIC LAMINATE WORK AS DESCRIBED IN ADJUSTED TO MINIMIZE OBJECTIONABLE DRAFTS OR NOISES. GIVEN TO THE BUILDING DEPARTMENT OFFICIAL TO BE FILLED WITH THE APPROVED PLANS.
THE PLANS AND SPECIFICATIONS. 6. THE EQUIPMENT SHALL BE INSTALLED SO THAT THE OPERATION OF 101F SHOWER IS PROVIDED WITH MULTIPLE SHOWER HEADS, THE SUM OF FLOW TO ALL THE HEADS SHALL NOT EXCEED THE 20%
ALL PARTS OF THE SYSTEM SHALL BE AS NOISELESS AS POSSIBLE SO REDUCED LIMIT, OR THE SHOWER SHALL BE DESIGNED SO THAT ONLY ONE HEAD IS ON AT A TIME. CGC 4.303.2
-1. AT THE END OF EACH PHASE OF CABINET WORK, THE CABINET CONTRACTOR SHALL CLEAN THE PREMISES THAT NO OBJECTIONABLE SOUND OF OPERATION WILL BE HEARD
OF ALL TRASH, WRAPPINGS AND UNUSED MATERIALS CAUSED BY THE COMPLETION OF HIS WORK. OUTSIDE OF THE ROOMS HOUSING THE EQUIPMENT. 111ANDSCAPE IRRIGATION EATER USE SHALL HAVE A WEATHER BASED CONTROLLERS. CGC4.304.1
7. PRIOR TO THE FINAL ACCEPTANCE OF THE WORK, THE AIR
CONDITIONING AND HEATING CONTRACTOR SHALL FURNISH TO THE
OWNER COMPLETE WRITTEN OPERATION S AND MAINTENANCE
Q CABINET HARDWARE: PIVOT HINGES- "STANLEY'300. MAGNETIC CATCHES- "STANLEY" 41. DRAWER GLIDES- INSTRUCTIONS FOR ALL OF THE EQUIPMENT UNDER HIS CONTRACT.
"GRANT" 337. PULLOUT R.V. SHELF GLIDES- "GRANT' 317. CABINET PULLS TO BE SELECTED BY THE DESIGNER 8. REFRIGERANT PIPING SHALL BE TYPE L COPPER WITH SILVER SOLDIER
OR OWNER. JOINTS. CONDENSATE PIPING SHALL BE 384" SCHEDULE 40 PVC. GAS
HOOKUP SHALL BE FLEXIBLE BASS CONNECTORS.
9. ALL UNDERGROUND REFERENT LINES SHALL BE BURIED A MINIMUM OF
18" BELOW GRADE,
10. AT THE COMPLETION OF EACH PHASE OF HIS WORK, THE AIR
CONDITIONING AND HEATING CONTRACTOR SHALL CLEAN UP HIS WORK
AND REMOVE FROM THE JOB SITE ALL RUBBISH, DEBRIS, CARTOONS,
ETC., RESULTING FROM HIS WORK.
11. SET ALL FURNACES ON 1" ASPHALT IMPREGNATED CELOTEX PADS AND
PROVIDE CANVAS CONNECTORS BETWEEN ALL UNITS AND DUCT WORK.
12. THE AIR CONDITIONING AND HEATING CONTRACTOR SHALL FURNISH TO
THE OWNER A WRITTEN GUARANTEE FOR ONE YEAR PERIOD FROM THE
DATE OF ACCEPTANCE OF THE WORK, INCLUDING A STATEMENT THAT
ANY RESULTING REPAIR SERVICE REQUIRED UNDER THIS GUARANTEE
WILL BE PROVIDED WITH TWELVE HOURS OF NOTIFICATION OF THE
PROBLEMS. 9 GREEN BUILDING
13. FURNACE FLUES SHALL BE TYPE 3 TRANSITE.
14. ALL RECTANGULAR DUCT WORK SHALL BE GALVANIZED IRON. ROUND
DUCT WORK SHALL BE GUSTIN-BACON FIBERGLASS. UNDERGROUND GREEN BUILDING CODE WASTE REDUCTION (NON-RESIDENTIAL)
DUCT WORK SHALL BE TRANSIT ROUND DUCT PRIALOC CLASS 1
PLUMBING CORRUGATED METAL DUCT. EXHAUST FAN DUCT SHALL BE 26 GAUGE INCLUDED WITH THE BUILDING PLAN SUBMITTAL DOCUMENTS TO THE BUILDING DEPARTMENT FOR PLAN REVIEW, THAT APPLICANT
GALVANIZED IRON. SHALL PROVIDE A COPY OF THE APPROVAL CONSTRUCTION WASTE MANAGEMENT PLAN BY THE RIVERSIDE COUNTY WASTE
MANAGEMENT DEPARTMENT THAT IDENTIFIES THE FOLLOWING:
1. ALL WORK COMPLETED SHALL CONFORM TO THE UNIFORM PLUMBING 1. IDENTIFY THE CONSTRUCTION AND DEMOLITION WASTE MATERIALS TO BE DIVERTED FROM DISPOSAL BY RECYCLING,
REUSE, ON THE PROJECT, OR SALVAGE FOR FUTURE USE OR SALE.
CODE AND SHALL ADOPTED CITY OR COUNTRY CODES AND ORDINANCE.
2. SPECIFY CONSTRUCTION AND DEMOLITION WASTE MATERIALS WILL BE SORTED ON-SITE (SOURCE -SEPARATED) OR BULK
MIXED (SINGLE STREAM).
2. ALL MATERIALS FURNISHED AND INSTALLED UNDER THIS CONTRACT 3. IDENTIFY DIVERSION FACILITIES WHERE THE CONSTRUCTION AND WASTE WILL BE TAKEN.
SHALL BR FREE FROM ALL DEFECTS AND SHALL BE GUARANTEED FOR 4. IDENTIFY THE CONSTRUCTION METHODS EMPLOYED TO REDUCE THE AMOUNT OF CONSTRUCTION WASTE GENERATED.
A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE OF THE 5. SPECIFY THAT AMOUNT OF CONSTRUCTION AND DEMOLITION WASTE MATERIALS DIVERTED SHALL BE CALCULATED BY
WORK. SHOULD ANY TROUBLE DEVELOP DURING THAT PERIOD DUE TO WEIGHT OR VOLUME, BUT NOT BOTH. FOR INFORMATION REGARDING COMPLIANCE WITH THE ABOVE PROVISION AND
DEFECTIVE MATERIALS OR FAULTY WORKMANSHIP, THE PLUMBING REQUIREMENTS, PLEASE CONTACT THE WASTE MANAGEMENT DEPARTMENT AT 951-486-3200,
CONTRACTOR SHALL FURNISH ALL MATERIALS AND LABOR NECESSARY
TO CORRECT THE PROBLEM WITHOUT ANY COST TO THE OWNER.
3. ALL EXPOSED PIPING AND EQUIPMENT SHALL BE THOROUGHLY
CLEANED UPON COMPLETION OF THE WORK, ALL EQUIPMENT THAT IS
MARKED OR SCRATCHED SHALL BE REFINISHED OR REPLACED. THE
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PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE
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PROTECTION OF ALL PIPING AND EQUIPMENT DURING CONSTRUCTION.
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ALL PIPING, TANKS AND EQUIPMENT SHALL BE FLUSHED OUT UPON
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4. THE PLUMBING CONTRACTOR SHALL MAKE AT HIS OWN EXPENSE, ALL
8 ELECTRICAL
TEST REQUIRED BY THE CITY. THE PLUMBING CONTRACTOR SHALL
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OBTAIN AND PAY FOR ALL PERMITS AND CITY FEES NECESSARY FOR
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THE COMPLETION OF HIS WORK.
5. THE PLUMBING CONTRACTOR, AT THE COMPLETION OF EACH PHASE OF
1. THE ELECTRICAL CONTRACTOR SHALL COMPLETE ALL WORK ACCORDING
"GENERAL CONTRACTOR/SUB CONTRACTORS RESPONSIBILITIES"
HIS WORK, SHALL REMOVE FROM THE JOB SITE ALL DEBRIS, RUBBISH,
EQUIPMENT, CARTONS, ETC., RESULTING FROM HIS WORK.
TO THE NATIONAL ELECTRIC CODE AND ALL APPLIANCES CITY- OR
COUNTRY -ADOPTED CODES AND ORDINANCES.
IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO MAKE SURE THAT ALL SUB
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CONTRACTORS STUDY THE CONSTRUCTION DOCUMENTS PRIOR TO COMMENCEMENT
OF ANY WORK.
6. ALL VENTS SHALL BE A GROUPED WHEREVER POSSIBLE INTO ONE
2. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL
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VENT THROUGH ROOF AND TERMINATED SIX 6" INCHES ABOVE THE
( )
PERMITS AND FEES NECESSARY IN THE COMPLETION OF THIS
CONCRETE AND FRAMING CONTRACTORS
THE CO ACTORS SHALL WORK TOGETHER TO CONFIRM
ROOF.
CONTRACT.
ALL SLAB, STRUCTURAL HARDWARE AND FRAMING REQUIREMENTS PRIOR TO
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PLACEMENT OF FOOTING STEEL, CONCRETE FOOTINGS OR SLAB. THE FRAMING
7. CAST IRON PIPING SHALL BE SUPPORTED AT INTERVALS OF NOT MORE
3. THE ELECTRICAL CONTRACTOR SHALL DO ALL CUTTING AND PATCHING
CONTRACTOR SHALL STUDY THE TRUSS CALCULATIONS TO CONFIRM DIMENSIONS,
THAN FIVE FEET.
NECESSARY FOR THE PROPER INSTALLATION OF TERMS IN HIS
SPANS AND APPLICATIONS PRIOR TO TRUSS FABRICATION. ANY DISCREPANCIES MUST
8. INSTALL ELECTRONIC CONNECTORS ON ALL CONNECTIONS BETWEEN
CONTRACT.
BE BROUGHT TO OUR IMMEDIATE ATTENTION PRIOR TO COMMENCEMENT OF THAT
DISSIMILAR METALS.
4. THE ELECTRICAL CONTRACTOR SHALL DO ALL CUTTING AND PATCHING
WORK.
9. GAS PIPING SHALL BE INSTALLED WITH OUT SAGS OR TRAPS AND
OF PAVEMENTS, CURB AND SIDEWALKS AND DO ALL TRENCHING AND
THE HVAC CONTRACTOR SHALL REVIEW THE DRAWINGS PRIOR TO COMMENCEMENT
SHALL BE SLOPED BACK TO THE METER. ALL CONNECTIONS AND
BACK FILLING AS REQUIRED TO EXECUTE HIS WORK.
OF CONSTRUCTION TO CONFIRM DUCT SIZING AND ACCESSIBILITY TO ALL AREAS
CHANGES OF DIRECTION SHALL BE MADE WITH SCREW CONNECTIONS.
BEING SERVED. THE HVAC CONTRACTOR SHALL MEET WITH THE FRAMING
UNIONS AND BUSHINGS ARE NOT ALLOWED. EXTEND ALL OUTLETS 3/4"
5. IDENTIFY ALL CIRCUITS AND BREAKERS CONTROLLING SUCH CIRCUITS
CONTRACTOR TO DISCUSS ANY POTENTIAL PROBLEM AREAS
PRIOR TO COMMENCEMENT OF FRAMING.
BEYOND ALL WALL FINISHES. EQUIP ALL GAS APPLIANCES WITH BRASS
ON THE BACK OF THE PANEL BOARD DOORS.
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STOP COCKS. ALL PIPING SHALL BE APPROVED FACTORY WRAPPED
EVERY SUB CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS FOR
AND COATED WITH ASPHALT, AND SHALL HAVE AT LEAST EIGHTEEN
6. UPON COMPLETION OF ALL ELECTRICAL WORK, THE ELECTRICAL
ACCURACY IN ADVANCE PRIOR TO COMMENCEMENT OF THEIR WORK. ALL PREVIOUS
(18") INCHES OF EARTH COVER. TEST ENTIRE SYSTEM FOR A MINIMUM
CONTRACTOR SHALL TEST ALL CIRCUITS, OUTLETS, SWITCHES, LIGHTS,
WORK COMPLETED PRIOR TO THE SUB CONTRACTOR COMMENCING HIS WORK SHALL
OF TEN MINUTES UNDER AIR PRESSURE. IF GAS PIPING ID RUN UNDER
MOTORS, ETC., FOR CORRECT OPERATION FOR ALL INSTALLATIONS.
BE INSPECTED AND ACCEPTED BY THE SUB CONTRACTOR. ANY SUB STANDARD WORK
A BUILDING SLAB, PIPE MUST BE SURROUNDED BY MINIMUM OF TWO
REPAIR OR REPLACE ANY DEFECTS IMMEDIATELY,
SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE GENERAL CONTRACTOR
(2") INCHES OF CLEAN SAND.
OR JOB SUPERINTENDENT.
7. THE ENTIRE ELECTRICAL INSTALLATION, INCLUDING MATERIALS
FURNISHED AND INSTALLED MUST BE FREE FROM DEFECT AND SHALL
IF NO CORRESPONDENCE IS RECEIVED PRIOR TO COMMENCEMENT OF THE
10. FLASHING SHALL BE INSTALLED ON ALL PIPED PASSING THROUGH THE
BE GUARANTEED IN WRITING TO THE OWNER FOR A PERIOD OF ONE
CONSTRUCTION PROCESS THEN IT WILL BE ASSUMED THAT THE CONTRACTOR AND THE
ROOF AND SHALL CONSIST OR 26 GAUGE G.I. CONES WITH SOLDERED
YEAR FROM FINAL COMPLETION OF THE PROJECT.
SUB CONTRACTORS HAVE REVIEWED THE CONSTRUCTION DOCUMENTS THOROUGHLY
PANS HAVING A MINIMUM FLANGE OR 4 INCHES.
8. THE ELECTRICAL CONTRACTOR SHALL AT THE COMPLETION OF EACH
AND HAVE ACCEPTED THEM AS ACCURATE WITH NO DISCREPANCIES.
11. WHERE A FIXTURE CANNOT BE VENTED IN A WALL, THE FIXTURE MAY
PHASE OF HIS WORK, REMOVE ALL DEBRIS, CARTOONS, IMPLEMENTS
AS A TEAM OF EXPERIENCED PROFESSIONALS WORKING TOGETHER, ANY
BE VENTED BEHIND THE TRAP WITH A CAPPED VENT ONE SIZE LARGER
OF SERVICE, ETC., RESULTING FROM HIS WORK FROM THE JOB SITE.
DISCREPANCIES THAT MIGHT BE FOUND IN THESE CONSTRUCTION DOCUMENTS
THAN THE TRAP AND EXTEND IT AS HIGH AS POSSIBLE BEHIND IT.
SHOULD BE IDENTIFIED AND RESOLVED WITH A MINIMUM IMPACT ON THE
9. PROVIDE COMPLETE CONDUIT SYSTEM FOR TELEVISION AND TELEPHONE
CONSTRUCTION SCHEDULE AND COSTS.
12. INSTALL ON, OR AS CLOSE AS POSSIBLE TO ALL HOT AND COLD
SERVICE TO THE BUILDING TERMINAL BOXES AS REQUIRED BY THE
THANKS FOR YOUR COOPERATION, "TOGETHER EVERYONE ACHIEVES MORE"
WATER FIXTURES OR BATTERY OF FIXTURES, AIR CHAMBERS WHICH
RESPECTIVE COMPANIES.
SHALL BE OF THE SAME MATERIAL AS THE SUPPLY PIPE AT THE
LEAST ONE SIZE LARGER. MINIMUM LENGTH IS 18" FOR SINGLE
10. PROVIDE AND INSTALL A COMPLETE EXHAUST FAN SYSTEM AS SHOWN
FIXTURES AND 36" FOR BATTERY OF FIXTURES.
IN THE PLANS INCLUDING DUCTS, ROOF JACKS AND CAPS.
13. ALL PIPES OUTSIDE THE BUILDING SHALL BE LAID WITH A MINIMUM
11. PROVIDE STUB OUT ON TIME CIRCUIT FOR LANDSCAPE LIGHTING.
NOTES:
CLEAR COVER OF EIGHTEEN (18") INCHES OF EARTH.
12. UNDERGROUND SECONDARY SERVICE CONDUIT SYSTEM COMPLETE WITH
A. "ALL" OR "EQUAL" SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE
14. PIPING SHALL BE:
PULL CORD, JOINTS, SWEEPS, POLE RISER, ETC. FROM SITE STUB TO
BUILDING OFFICAL PRIOR TO INSTALLATION OF THE ITEM.
SANITARY VENT PIPE AND WASTE PIPES ABOVE GRADE 2"
METER.
DIAMETER AND SMALLER - SCHEDULE 40 GALV. STEEL SCREWED PIPE
ASTM A 120 BUTT WELDED OF SCHEDULE 40 PVC.
13. PROVIDE PROPER STUB OUTS AND DISCONNECTS TO ALL AIR
ADDITIONAL NOTES:
CONDITIONING CONDENSING UNITS WHEN INSTALLED, CONNECT UNITS.
SANITARY VENT PIPE 3" DIAMETER OR LONGER, VENT PIPES
PROVIDE STRUCTURAL ENGINEER VERIFICATION FOR FOUNDATION, STEEL VERIFICATION
UNDERGROUND, SEWER, SOIL AND WASTE PIPES UNDERGROUND -
14. PROVIDE AND INSTALL COMPLETE METERING -DEVICE WITH DISCONNECT.
AND HOLD DOWN AB (WHERE APPLICABLE)
STANDARD WEIGHT CAST IRON BELL AND SPIGOT SOIL PIPE ASA 40.1
OR SCHEDULE 40 ABS.
15. PROVIDE STUB OUT AS CALLED FOR IN PLANS FOR POOL LIGHT AND
SPECIAL INSPECTIONS REPORTS) @ HOLD DOWNS LOCATIONS -WHERE APPLICABLE.
WATER LINES BELOW GRADE - TYPE K COPPER, HARD TEMPER WITH
POOL EQUIPMENT.
GENERAL CONTRACTOR OR OWNER TO SUBMIT VERIFICATION OF DISPOSAL REPORT @
WROUGHT COPPER FITTINGS AND BRASS FITTINGS. MINIMUM PIPE SIZE
16. PROVIDE TEMPORARY SERVICE, INCLUDING TEMPORARY POLE.
FINAL.
3/4".
17. CONNECT ALL APPLIANCES,
SHEET METAL SLEEVES FOR PIPES- 24 GAUGE G.I. 1/3" LARGER THAN
PIPE O.D.
18. ALL EXPOSED CONDUIT SHALL BE RIGID CONDUIT EQUAL TO REPUBLIC
STEEL RIGID HOT DIPPED GALVANIZED CONDUIT.
15. PLUMBING CONTRACTOR TO VERIFY ALL PLUMBING PLANS AND
19. FLEXIBLE METAL CONDUIT MAY BE INSTALLED FOR CONNECTION OF
SCHEDULES FOR ACCURACY AND COMPLETENESS. -
EQUIPMENT IN DRY LOCATION.
16. COPPER TUBING 1 1/2" OR LESS SHALL BE SUPPORTED AT INTERVALS
20. CONDUCTORS IN DRY LOCATIONS SHALL BE TYPE TW THERMOPLASTIC
OF NOT MORE THAN SIX FEET.
WIRE UL APPROVED FOR 600V IN SIZES UP TO 2/0. USE TYPE RHW
ABOVE 2/O.
17. UNIONS SHALL BE INSTALLED AFTER EACH SWEAT OR SCREW TYPE
21, NONMETALLIC CONDUIT SHALL BE POLYVINYL CHLORIDE SCHEDULE 40
VALVE AND ON CONNECTIONS FOR ALL EQUIPMENT AND APPLIANCES.
RIGID CONDUIT WITH #8 OR LARGER GROUND INSTALLED THEREIN,
NO UNIONS SHALL BE RESPONSIBLE FOR ITS CORRECT PLACEMENT.
22. EMT SHALL BE INSTALLED IN CONCEALED DRY LOCATIONS OR EXPOSED
18. THE PLUMBING CONTRACTOR SHALL SUPERVISE THE INSTALLATION OF
LOCATIONS WHICH ARE FREE FROM MECHANICAL INJURY AND SHALL
ALL WOOD BACKING REQUIRED FOR THE PROPER INSTALLATION OF ALL
BE EQUAL TO REPUBLIC STEEL ELECTRONITE EMT.
FIXTURES AND SHALL BE RESPONSIBLE FOR ITS CORRECT PLACEMENT.
23. ALL CONDUCTORS IN CONDUIT LOCATED IN CONCRETE OR MASONRY,
OR UNDERGROUND, SHALL BE TYPE RGW-N OR NEOPRENE JACKED
.
19. MINIMUM SLOPE OF ALL WASTE LINES SHALL BE 1/2" PER FOOT.
WIRE APPROVED FOR 600V SERVICE.
20. STUB OUT TO EXACT LOCATION OF ALL FIXTURES SETTING ALL STUBS
SYMMETRICALLY WITH FIXTURES.
21. SLEEVES THROUGH FOUNDATION WALLS SHALL BE STANDARD WEIGHT
BLACK STEEL FLUSH WITH WALLS AND TWO PIPE SIZES LARGER THAN
THE PIPE PASSING THREW. SLEEVES SHALL BE CAULKED TO WITH IN 1"
OF WALL LINES AND THEN COMPLETELY FILLED WITH AN APPROVED
11
BITUMASTIC COMPOUND. SLEEVES THROUGH MASONRY WALLS ABOVE
GRADE SHALL BE 10 GAUGE G.I. FLUSH WITH BOTH SIDES OF WALL.
MAKE 2" LARGER THAN PIPE, CAULK WITH OAKUM, PACK WITH
ASBESTONE WICKING THROUGH FIRE WALLS.
i " �
CITY OF PP1111 DESERT
BUILDING & SAFETY DEPARTMENT
B- 117
Date: - 4 � �
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ARCHITECTS INCORPORATED
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express written
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express written
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SCALE: 114" = P-0"
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2
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T_ - 0" —
3 ELEVATION
ADD PLYWOOD
SIDING PANEL T1-
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SCALE: 114" = P-0"
2`5BLTX KING REOUIREO FOR 2X2 OR 2X4 03" O.0 MIN. SPACING -ROOF Si OPE V.' PER FOOT MIN.
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--------------
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3 ELEVATION
ADD PLYWOOD
SIDING PANEL T1-
4 IN. O.C. (TYP)
SCALE: 114" = P-0"
2`5BLTX KING REOUIREO FOR 2X2 OR 2X4 03" O.0 MIN. SPACING -ROOF Si OPE V.' PER FOOT MIN.
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(DOUGLAS FIR #2 OR BETTER)
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SIZE '
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10'-0" MAX x 8
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UP TO
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T 1
r24"O.C.
7'- 8"
12'-0" MAX X 1O
18" SQ. X 1211 BEEP
12'-0" `
STAGGERED
STA
" O.C.
'6'-
14'-0" MAX x 12
18" SQ. X 12" DEEP
2 X 6
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15' - 4"
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MAX 4 X 8
24" SQ. X 12" DEEP
(2) 31'8"DIA X 5"
TO
LONG AT 16"
16" O.C,
131- 9"
10'-0" MAXkm
24' -SQ X 12 DEEP
24" O.C.
I '1' -3"
12'-01' MAX24"
SQ X 12" DEEP
20'-0"
10.C.
32" O.C.
*91T-71
14'-0" MAX24"
SQ. X 12" DEEP
2 x 8 12" O.C. 20'- 0" NOT
16" O.C. 18_- 211 1. TWO 2X MEMBERS MAY BE SUBSTITUTED FOR ONE 4X HORIZONTAL
24" O.C. 14'- 10" FRAMING MEMBER.
32" O.C. " 12'- 8" 2, LAG BOLTS MUST FULLY ENGAGE A WOOD STUD OR RIM JOIST AND BE
2 X 10 12" O.C. - 20'- 01' PROVIDED WITH APPROPRIATE' WASHERS. LAG BOLTS SHALL BE LOCATED A
16" O.C. 20' - 0" MINIMUM OF 1-"/z" FROM THE TOP OR BOTTOM OF THE L.EDGER.
"
24" O.C. 18'=11"
3. NOT DESIGNED TO BE ENCLOSED -ADDITIONAL ENGINEERING ANALYSIS WILL
32" O.C. 16'- 2" BE REQUIRED IF ENCLOSED.
4 X 4 24" O.C. 101-01` 4. SEE PAGE 2 OF 2 FOR CONSTRUCTION DETAILS.
32 O.C. *9.,3,1
48" O.C. *71-8" _QI$C-L. � 'AM_F_a:
ALTERNATE PATIO DESIGNS MAY BE POSSIBLE WHEN PROVIDED WITH AN
4 X B 24" O.C. 1 5' 1 1 "
_._ ENGINEERED ANALYSIS. USE: OF THIS CONVENTIONAL STANDARD DESIGN IS
LQ * 13'-9" AT THE USER'S RISK AND CARRIES NO IMPLIED OR INFERRED GUARANTEE
48" O.C. *11 1' - 3" AGAINST FAILURE OR DEFECTS.
4 X 8 24" O.C. 20' - 0"
30'0,C. 1 8' - 2" Western Riverside County Code Untfortnity Program
148"
O.C. * 14- 1 O" CITY OF PALM DESERT
' BUILDING DEPARTMENT
THIS SPACING AND SPAN
IS FOR : LATTICE PATIO
COVERINGS ONLY. PATIO COVER STANDARD
(7b0) 7'16-4420 73-510 FRED WARING DRIVE
PALM DESERT CA 92250
Fox (760) 776-6392 2/24/2014 RSCNTYL14NPTTOFNLVSD I Paye 1 of 2
1 EXISTING 114" MIN, SLOPE
T.0 PL.
— — —
10 0° — I tI IAE O��"TAL1." til! iC L1ATTAI'ME"I
i -'C- (REQUIRIED WHEN RAF"`i`ER SPAN EXCEEDS 1 2 FT)
`\ NOTE:------�, "� ,►" "111 Ir"' FxI r, v
P 3 poor411
A^✓^ Y
i
Stt�C ITY OFL1V1 g .... .. € _. _.. f.. .,__. ...3 .°
DESERT -MLO COVER
HARD OSI 'S ET
WR
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------------- i
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iI RTEQ. HI ADER DE 1GN.t" F1'"Ita1 (I..A C—E., I..Y)
2 ELEVATION
SCALE: 1/4" = P -O".} g I
�� � � i»ONI`1EcT10N A,�''s S1A)'N
FOR IJ :A 115 Baa" AFTEPs
'1'11" O 2:XiNIIEM131"F' S MAW BE
sUBSTlTtt'i'ED FOR 0NI' 4X
MrMSER SEE TABLES "A" A
( x .� '!w. SFr►°"* 4101 i -"OR SPONN LIMITS
a.c.' ea YY NY, d», ..,v,. :
g ---�� � ",- x gip« �t1«?' 'r: KN I, E1RACING REQLtI0FD
I _ W14CN RAr ER SPAN
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�T.o.PL. ZXFASCIA (OVERHAI'ti G)-ATrACHI4? E[ .'--i.ATli
'_CE,,_ONLY
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US _
X.4'at'27T"W/<.'£#Tjj'D`RRA€Li y *SdRIT.''d f«O€2
f Ip.........^-aTcrT.t
.f r 'Em,. m A"':FtzaTi'
NOTE: � 1E ' �'�� �°.�:.�>�� R�TK;T>T��� �
SEE CITY OF PALM
DESERT PATIO COVER •; i�A T; 7TAF iT t a 6tT', )#Aiii
STANDARD ON SHEET A, �1�:T�� �s� 1 " "�.,,�.�w ,�-rr��r��� -A
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wATt€s wt t Wye avr
..._ ''rNTT,
{'A£nA#AFCFLLvott.ATTt F a4LlPAi1TKXi OAA!iITPTonR LATArTVa f
COY" PIf �:Cf4iATS:°°._fw Ci2it"
F . A2 I I WESTERN RIVERSIDEOUN
t n CAGE UNTI=uRMTTr PROGRAM
140TE_ VERIFY STRUCTURAL SOUNDNESS OF ROOr CITY OF PALM DESERT
RAFTERS FOR DECAY OR TERMITE [9 +s%GE, BUILDING DEPARTMENT
-- AND Rr"CE WM4 LIKE, PIATE�RSALS kS "V*�
MEI., A1rTER CONSULTATION WITH THE v � � PATIO COVER STANDARD
I.11LDf4, a^> DEPAPTi51ENT,
1 ELEVATION
(740) M-6420 73-910 FRED WAf3xNO DRIVE
PALM DESERT, CA 92260
SCALE: 114" = 1'-0" Fare (760) 7764392 2/24/2x04�T5�I#1YLttMPTxblxRit«V 0 i•ye x of 2
11
APPROVED
CITY OF PALM DESERT
CUILDING & SAFETY DEPARTMENT
By: H
Date: WJLI
STUDIOS 2007
NARKWEATHER
ARCHITECTS INCORPORATED
73330 HWY 1 1 1 SUITE A
PALM DESERT, CA 9 2 2 6 0
S�i3O A R Cl
S L • ��F
U Z
J' C 7562
9J REN 1.31.19 Q,
F OF C AV\FO
These drawings are an
instrument of service
and remain the property
of the designer. They
are not to be reproduced
or altered in any way,
nor disclosed or
assigned to any third
party without the
express written
permission of
Narkweather Architects
Inc/studios 2007 -The
DBK Group
ELEVATIONS
8c
CITY
STAN DAR D
HANDOUT
® REVISIONS:
Q 1 st City Corrections
5.7.2018
DRAWN:
A?
DATE:
April 3, 2018
SCALE:
SHEET.
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ELEVATIONS
8c
CITY
STAN DAR D
HANDOUT
® REVISIONS:
Q 1 st City Corrections
5.7.2018
DRAWN:
A?
DATE:
April 3, 2018
SCALE:
SHEET.