JIFSCOPE OF WORK
Designer Name/Address MARTIN CHRISTIANSEN 33418 4th ST. UNION CITY,
CA 94587 (510) 334-1959
[email protected]
[email protected]
A1
No construction work on Sunday/Holidays
1. TRADE NAMES AND MANUFACTURERS REFERRED TO, ARE FOR QUALITY
STANDARDS ONLY. SUBSTITUTIONS WILL BE PERMITTED ONLY IF APPROVED BY
THE OWNER OR DESIGNER. 2. WORK SHALL NOT BE PERFORMED WHEN WEATHER
CONDITIONS MAY CREATE HAZARDOUS WORKING CONDITIONS THAT MAY LEAD TO
FAILURE IN WORKMANSHIP.---WATER AND ELECTRICITY DO NOT MIX!--- 3.
THE CONTRACTOR/SUBCONTRACTORS WARRANT THAT THEIR WORK AND ALL
MATERIALS FURNISHED UNDER THEIR RESPECTIVE CONTRACTS, AGAINST
DEFECTS IN MATERIALS AND WORKMANSHIP. 4. UPON WRITTEN NOTICE OF ANY
DEFECT IN MATERIALS OF WORKMANSHIP, THE CONTRACTOR SHALL, AT THE
OPTION OF THE DESIGNER AND OR OWNER/ENGINEER REPAIR OR REPLACE SAID
DEFECT AND ANY DAMAGE TO OTHER WORK AS A RESULT OF THE CORRECTION.
REPLACEMENT OF REPAIR SHALL BE WITHOUT COST TO THE OWNER. 5. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE SATISFACTORY COMPLETION OF
ALL WORK UNDER THE CONTRACT IN ACCORDANCE WITH PROJECT PLANS AND
SPECIFICATIONS. 6. IN ACCORDANCE WITH THE GENERALLY ACCEPTED
CONSTRUCTION PRACTICES, THE C0NTRACTOR SHALL BE SOLELY AND
COMPLETELY RESPONSIBLE FOR CONDITIONS AT THE JOB SITE, INCLUDING
SAFETY OF ALL PERSONS WITHIN THE JOB SITE AND PROPERTY DURING THE
PERFORMANCE OF HIS WORK. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY
AND BE LIMITED TO NORMAL WORK HOURS.
9am-6pm Saturday Construction hours/activities shall be: 8am-7pm
Monday-Friday
GENERAL NOTES
ALL WORK PERFORMED UNDER THIS CONTRACT SHALL INCLUDE, BUT IS NOT
NECESSARILY LIMITED TO FURNISHING ALL LABOR, MATERIALS,
ACCESSORIES, TOOLS, AND TRANSPORTATION. JOBSITE TO BE RELATIVELY
CLEAN AT ALL TIMES...
DIMENSIONS AND QUANTITIES ALL DIMENSIONS ARE TO FACE OF STUD UNLESS
OTHERWISE SHOWN OR NOTED. THE CONTRACTOR SHALL NOT SCALE DRAWINGS.
ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALED DRAWINGS. THE
CONTRACTOR AND ALL HIS SUBCONTRACTORS SHALL VERIFY ALL GRADE
ELEVATIONS, DIMENSIONS, AND CONDITION OF THE PROJECT BEFORE
PROCEEDING WITH THE WORK AND SHALL NOTIFY THE DESIGNER/ENGINEER
IMMEDIATELY IN THE EVENT OF DISCREPANCIES BETWEEN ACTUAL CONDITIONS
AND THAT OF THE DRAWINGS FOR CLARIFICATION.
OMISSIONS IF STRUCTURAL FEATURES OF THE CONSTRUCTION ARE NOT SHOWN
ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS OR GENERAL
NOTES, THE CONSTRUCTION SHALL BE THE SAME AND OF SIMILAR CONDITIONS
AS SHOWN ON THE DRAWINGS. IN THE ABSENCE OF ANY MATERIAL
DESCRIPTION IN PART OR WHOLE, THE CONTRACTOR SHALL FURNISH AND
INSTALL ALL COMPONENTS NECESSARY FOR COMPLETION OF THE WORK OR
SYSTEM IN SIMILAR QUALITY TO SPECIFIED CONSTRUCTION, TO THE
SATISFACTION OF THE OWNER, THE DESIGNER AND OR ENGINEER.
THE CONTRACTOR SHALL CONTACT THE DESIGNER IF ANY QUESTIONS ARISE.
ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS SHALL BE COORDINATED
WITH THE DESIGNER/ENGINEER. THE DESIGNER AND/OR ENGINEER SHALL BE
EXEMPT FROM LIABILITY IF CHANGES IMPACT THE WORK AREA OR RELATED
AREAS WITHOUT PRIOR CONSENT AND WRITTEN APPROVAL FROM SAID
PARTIES.
CODES AND ORDINANCES
CODES AND ORDINANCES OF JURISDICTIONAL BODIES OR TRIBUNAL SHALL BE
CONSIDERED AS MINIMUM REQUIREMENTS AND SHALL TAKE PRECEDENCE OVER
CONTRACT DOCUMENTS WHICH INADVERTENTLY, MAY BE PREPARED AT VARIANCE
WITH THE CODES AND ORDINANCE REQUIREMENTS. HENCE, THEY SHALL TAKE
PRECEDENCE THEREOF.
THE FOLLOWING CODES SHALL PREVAIL:
2016 CA BUILDING CODE (Based on 2015 CBC) 2016 CA RESIDENTIAL CODE
(Based on the 2015 CRC) 2016 CA FIRE CODE (Based on the 2015 CFC)
2016 ELECTRICAL CODE (Based on the 2015 CEC) 2016 CA PLUMBING CODE
(Based on the 2016 CPC) 2016 CA MECHANICAL CODE (Based on the 2015
CMC) 2016 CA ENERGY CODE - CA Code of Regulations Title 24
CALIFORNIA GREEN BUILDING STANDARDS (Based on the 2015 CGBSC) ALONG
WITH ANY APPLICABLE CITY OF FREMONT CITY
CODES/ORDINANCES/AMENDMENTS.
SUBCONTRACTOR Each subcontractor is considered a specialist in his
respective field and shall, prior to the submission of his bid or
performance of his work, notify the General Contractor, who is to
subse- quently inform the Designer and Owner of any work called out
in the drawings that cannot be fully guaranteed...
FIRE DEPARTMENT NOTES
1. The applicant shall be responsible for litter control of all
paved surfaces. All on-site storm drains shall be cleaned
immediately before the start of the rainy season beginning October
15 of each year , subject to the review and approval of the
Building/ Public Works Inspector. 2. The property owner shall be
made aware of the educational materials on storm water pollution
prevention (as furnished by the City). 3. Outdoor washing shall be
managed in such a way that there is no discharge of soaps,
solvents, cleaning agents or other pollutants to the storm drains.
Wash water shall discharge to the sanitary sewer, subject to review
and approval of the Union Sanitary District.
CGBC 4.106.2
SCOPE OF WORK:
ZONING: TYPE OF CONSTRUCTION: TYPE OF OCCUPANCY: (E)LIVING AREA:
TOTAL (E)+(N): STRUCTURE FOOTPRINT: LOT SIZE: 54'x93'
OWNER: Erin Cross Address: Same
331 Lemarc St. Fremont, CA 94539 Reconfigure designated (E)walls to
achieve a (N)4th bedroom per Plans & Specifications 5000 V-B
R3/U 2086ft2 + 275ft2 Garage = 2361ft2 (E)2361ft2 + (N)0ft2 =
2361ft2 2361ft2 5522ft2
A1 SITE PLAN A2 (E)FLOOR PLAN A3 (N)FLOOR PLAN A4 (E)ROOF PLAN A5
SECTION S1 STRUCTURAL NOTES S2 FOUNDATION PLAN/NOTES S3 (N)ROOF
FRAMING PLAN S4 FRAMING DETAILS S5 STRUCTURAL DETAILS E1
ELECTRICAL/HVAC CGBC California Green Building Checklist A4.602
Voluntary Measures Checklist
40302010
EMERGENCY PHONE:
2. Fire Department Access must be provided and maintained
serviceable prior to and during construction..."emergency number"
Sheet A1. 3. The roof shall be fire stopped to preclude entry of
flames or embers under roof covering. 4. Approved smoke detectors
shall be installed/located as required by CBC 310.9 and
interconnected to sound simultaneously.
1. Address numbers shall be internally or externally lit during
nondaylight hours. Lighting must be on all the time (typical of
low-voltage units) or if lit only during nondaylight hours,
switching shall be controlled by a time clock or a photo sensor.
Battery or photocell powered units cannot be used for required
addressing. Address numbers shall be at least 4 inches high and
installed on a contrasting background. Address numbers shall read
from left to right. Vertically positioned numbers cannot be used.
Address numbers shall be placed in such a location that emergency
crews can read the address from the street fronting the
dwelling.
6 8 0
SCOPE OF WORK
Designer Name/Address MARTIN CHRISTIANSEN 33418 4th ST. UNION CITY,
CA 94587 (510) 334-1959
[email protected]
[email protected]
a2
SCOPE OF WORK
Designer Name/Address MARTIN CHRISTIANSEN 33418 4th ST. UNION CITY,
CA 94587 (510) 334-1959
[email protected]
[email protected]
a3
Living Room
rafters
(N)2616
Kitchen
Bedroom window egress requirements: Opening 20" wide min.;24" high
min.; 5.7 sqft. min. overall; bottom edge of opening shall not
exceed 44" above F.F. Operational from the inside of the room
without the use of keys, tools, or special knowledge...
1/4" = 1'-0"
(N)FLOOR PLAN
CONSTRUCTION ENVELOPE
(E) (N)
7'-0" 4'-10"
S KY
(2)(N)2040 (operable) Skylites=16ft2 natural light &
ventilation
Kitchen (natural light/ventilation)
rafters
SCOPE OF WORK
Designer Name/Address MARTIN CHRISTIANSEN 33418 4th ST. UNION CITY,
CA 94587 (510) 334-1959
[email protected]
[email protected]
a4
+ /-)Bedroom window egress requirements:
Opening 20" wide min., 24" high min., 5.7 sqft. min. overall;
bottom edge of opening shall not exceed 44" above F.F.; window
shall be operational from inside the room without the use of keys,
tools, or special knowledge...
Class-C Roof 12
Match (E) Roof Material o/15# Paper o/1/2" Sheathing "Radiant
Barrier" o/Conventional Framing w/R-30 Batt Insulation
(E)Framing
3/4" T&G plywood 2x6 Joist DF2 @16"oc
(N)Bedroom 4
CONSTRUCTION ENVELOPE
SCOPE OF WORK
Designer Name/Address MARTIN CHRISTIANSEN 33418 4th ST. UNION CITY,
CA 94587 (510) 334-1959
[email protected]
[email protected]
a5
SCOPE OF WORK
Designer Name/Address MARTIN CHRISTIANSEN 33418 4th ST. UNION CITY,
CA 94587 (510) 334-1959
[email protected]
[email protected]
E1
Living Room
ts
General Notes 1) Electrical system is shown for intent purposes
only. Design and installation by others. Provide adequate circuits
for lighting/receptacles. Refer to Sheet A1 for applicable codes.
2) Recessed fixtures to be IC, Airtight, and Title-24 compliant. 3)
Interconnect all smoke detectors per NEC standards. 4) HVAC to be
calculated per "Installer" so as to provide adequate
heating/cooling. Refer to sheet A1 for applicable codes. 5) Consult
owner for additional work; low voltage lighting, phone, cable, TV
etc. per owner's request. 6) Bedroom receptacles to be AFCI. 7)
Lighting per Title 24 standards. 8) All 120-volt, single phase, 15
& 20-ampere branch circuits supplying outlets installed in
dwelling unit family rooms, dining rooms, living rooms, parlors,
libraries, dens, bedrooms, sunrooms, recreation rooms, closets,
hallways, or similar rooms or areas, shall be protected by a listed
Arc-Fault Circuit Interrupter, combination-type, installed to
provide protection to the branch-circuit. Affected outlets include
"Tamper-Resistant" duplex convenience plugs, lights, and hard-wired
smoke alarms. (CEC406-11) 9) All permanently installed lighting at
indoor bedroom, living room, dining room, bathroom, or similar
rooms shall be Fluorescent or LED. Aternatively, incandescent
lighting may be installed if switching is provided by a
Manual-on/Auto-off with Occupancy-sensor or Dimmer switch. 10)
Lighting in garages, laundry rooms, and utility rooms shall be high
efficacy luminaires and controlled by vacancy sensors. [CEnC
150.0(k)6] 11) Annular spaces around pipes, electric cables,
conduits or other openings in sole/bottom plates at exterior walls
shall be rodent-proof by closing such openings with cement mortar,
concrete masonry or similar method acceptable to the Enforcing
Agency per CGC4.406.1.
1/4" = 1'-0"
ELECTRICAL PLAN
Smoke Detector
H V A C
H V A C
At least one 20-ampere branch circuit shall be provided to supply
bathroom outlets and such circuits shall have no other other
outlets. [CEC Art.210.11(C)(3)]
GFI
GFI
A
A
T
SS
Fan/Light combo
Bath fans in bathrooms shall be Energy Star compliant, terminate
outside the building, and be controlled by a humidity control
capable of adjustment between a relative humidity range of 50
percent to 80 percent. (CGBSC-4.506.1)
B
S
B
S3
rafters
(2)(N)2040 (operable) Skylites=16ft2 natural light &
ventilation (4)(N)Recessed Fixtures (675 lumens ea.) LUX=4x675=2700
lumens/12.57=214.79+(E)
Kitchen (natural light/ventilation)
Single Pole Switch
P
A. HOLD DOWN WITH EPOXY, SIMPSON SET-XP ADHESIVE SYSTEM TO
ENGINEER OF RECORD:
STRUCTURAL OBSERVATION NOTES:
B. SHEATHING AND NAILING SCHEDULE FOR SHEAR WALL AND ROOF
SHEAR WALL AND ROOF PLYWOOD.
SEISMIC PARAMETERS
WIND PARAMETERS
(E) FOUNDATIONS
PLYWOOD
ALL ANCHORS, HOLDOWN BOLTS, REBARS, TO BE IN PLACE AT FOUNDATION
INSPECTION.
For SI: 1 inch = 25.4 mm. a. Nails spaced at 6 inches at
intermediate supports where spans are 48” or
more. For nailing of wood structural panel and particleboard
diaphragms and shear walls, refer to Section 2305. Nails for wall
sheathing are permitted to be common, box or casing.
b. Spacing shall be 6 inches on center on the edges and 12 inches
on center at intermediate supports for nonstructural applications.
Panel supports at 16 inches (20 inches if strength axis in the long
direction of the panel, unless otherwise marked).
c. Where a rafter is fastened to an adjacent parallel ceiling joist
in accordance with this schedule and the ceiling joist is fastened
to the top plate in accordance with this schedule, the number of
toenails in the rafters shall be permitted to be reduced by one
nail.
** See Table 2304.10.1 for more information
STRUCTURE ENGINEER DAN L. CHEN S.E.
T 510 579 8230 47849 Masters Ct.
Fremont, CA 94539
AND THEIR LOCATION, FOR DEPRESSIONS IN FLOOR SLABS, FOR
OPENINGS
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HOLES AND OPENINGS THROUGH WALLS, BEAMS AND FLOOR FOR
ELEVATORS,
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CONTRACTOR WHO SHALL VERIFY SIZES AND LOCATIONS OF SUCH HOLES
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IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE
DRAWINGS
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CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED
FOR.
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SHALL BE REPORTED BEFORE PROCEEDING WITH THE WORK SO THAT
PROPER
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ALL REINFORCING STEEL SHALL BE GRADE 60 (FY = 60 KSI) FOR
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TWO WAY MATS OF STEEL SHALL BE TIED AT ALTERNATE
INTERSECTIONS
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BOTH WAYS MINIMUM. WALL STEEL SPREADERS SHALL BE #3 BARS,
4'-0"
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EACH WAY MAXIMUM.
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#4 AND LARGER, GRADE 40 FOR #3 AND SMALLER DEFORMED BARS, IN
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APPLYING TO ALL STRUCTURAL FEATURES UNLESS OTHERWISE SHOWN OR
NOTED.
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SEE DRAWINGS OTHER THAN STRUCTURAL FOR: KINDS OF FLOOR FINISH
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NO. 2 OR NO. 1 AND GRADE PER PLAN MARKED PER WCLB
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AGGREGATE SIZE 3/4" MAX EXCEPT AT FOOTINGS WHERE IT IS TO
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AND WALLS TO 60' LENGTHS. POURS ON METAL DECK TO BE LIMITED
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TO AREAS 90' X 90'. SUBMIT LAYOUTS FOR APPROVAL PRIOR TO ALL
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SLAB ON GRADE
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POURED IN PLACE
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2,500 PSI N.W.C.
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FACE ABOVE GRADE
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ALLOWABLE FOUNDATION PRESSURE NOT TO EXCEED 1,500 PSF BY CBC
CHAPTER 18
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D
8. All exterior wall shall be covered with STRUCTURAL 1 3/8" OSB or
Plywood
9. The nails and any other fastener conncting to PT members mudsill
& plant washers for PT mudsills shall be hot-dipped zinc
galvanized stainless steel - Corrosion Resistant Metal
connectors.
10. ALL HOLDOWN BOLTS SHALL BE TIGHTENED PIOR TO CALL FOR
INSPECTION BY CITY INSPECTOR.
11.Vapor Retarder and Capillary break is installed at slab on grade
foundations. Capillary break shall be installed in Garage slab 4"
thickbase of 12" or larger clean aggregate shall be provided w/ a
vapor barrier in direct contact w/ concrete
2. Finish grade shall be sloped away from the foundation. Water
collected from the gutter / down spout shall be
6. denotes 4X4 or (2)-2X4 post with HDU5 holdown. Unless otherwise
noted.. See Det. &
5. Typical sill plate anchor bolt shall be 10 inches long, 5/8"
diameter A307 bolt, with 3 1/2" x 3 1/2" x 0.229" plate washer, 4.
Reinforcing steel shall be ASTM 615A, grade 60 deformed bars for #4
and larger; grade 40 for #3 and smaller.
denotes 4X4 or (2)-2X4 post with HDU2 holdown.
spaced at 4'-0" o.c. Unless otherwise noted.
FOUNDATION & FLOOR FRAMING NOTES:
connected to the sub-drain and discharged away from the
foundation.
1. Foundation design per min CBC Chapter 18 requirements.
3. Concrete strength f'c shall be 2500 psi minimum at 28th day
pour.
7. See shear wall schedule. denotes shear wall
Garage existing foundation to remain as shown in Architectural
drawing
FOOTING SCHEDULE:
WAY AT BOTTOM. 3" CLEAR ALL AROUND TYP.
F1
HOLDOWN
and nailed with 8d @ 6" o.c. edges and 12" o.c. field for all new
shear wall.
4x4 POST 4X6 POST
OR PLYWD w/ 10d @ 6" O.C. AT
DIAPHRAGM BOUNDARY & EDGES,
12"O.C. @ FIELD, U.NO.
SHEET S2
10d @ 12" FIELD
1/2" CDX
H1
H2
NOTES:
CONNECTION
EPOXY EMBED 4" MIN.
TYP. @ 24" O.C. SPACING
CONT. CONC. FTG.,
T 510 579 8230 47849 Masters Ct.
Fremont, CA 94539
at panel edges and at 12" o.c. at intermediate support.
6. Roof sheathing shall be Structure 1 1/2" OSB or CDX plywood
,
Under the post between floor joists shall be filled with solid
blocking.
as shown in typical details.
3. Walls shown are below the roof framing. See architectural
drawings
2. All roof and ceiling beams shall be supported by 4X or 6X post
with
8. All headers shall be 4x12 DF #1 U.O.N.
See Detail , & for top splice
7. All California framing shall have plywood sheathing at upper and
lower roof.
4. Use "RR" hanger and / or "LS70" at rafter to ridge or hip beam
connection.
1. All framing lumber shall be Douglas Fir / Larch, Unless
otherwise noted.
ROOF FRAMING NOTES:
9. C1: Denote Simpson CMST14 strap - 68" min length @ top plate w/
blk'g.
stagger panel joints, nailed with 8d common nails at 6" o.c. at
face grain perpendicular to rafters,
5. Frame all interior shear walls to the roof diaphragm with shear
transfer
for dimensions not shown or noted.
positive connecting. Post load shall be carried all the way to
foundation.
CAL GREEN 2013 MANDATORY MEASURES
1. JOINTS AND OPENINGS. ANNULAR SPACES AROUND PIPES, ELECTRIC
CABLES, CONDUITS OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS
SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH
OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD
ACCEPTABLE TO THE ENFORCING AGENCY.
2. MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALL AND FLOOR
FRAMING IS CHECKED BEFORE ENCLOSURE.
PL
@ 24" O.C.
J S
T 510 579 8230 47849 Masters Ct.
Fremont, CA 94539
T 510 579 8230 47849 Masters Ct.
Fremont, CA 94539
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2X STUD DIRECTLY
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BELOW SPLICE, TYP.
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58"Φ ANCHOR FOR (E) FTG. ANCHOR FOR (E) FTG. USE SIMPSON SET-XP
ADHESIVE W/ A307 GRADE C THREADED ROD W/ 12" EMBED. SEE ICC-ES
ESR-2508 REPORT
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FROM FTG EDGE
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SILL BOLT PER SCHED. W/7" EMBED MIN 6" FROM END & 3" FROM
SIDE
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(E) STEM WALL
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SIMPSON SET-XP ADHESIVE W/12" MIN. EDGE DIST. OR 7" BOLT DIA.
DIST.
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A35 # 16" O.C.
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B.N. TO BLKG.
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(E) CONC FTG
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10" SQ PEDESTAL
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INTERIOR BEARING WALL
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PLY'D USE 8d x 1 1/2 LG. NAILS
CS16 STRAP CAN BE NAILED OVER PLY'D USE 8d x 2 1/2 LG NAILS OR IF
UNDER
OPTION
CS16 W/ 8d x 1 1/2" LG NAILS AT 4" O.C. 14 - 8d NAILS
28 - 8d NAILS USE
BLOCKING
PLY'D
2X SOLID BLK'G W/ A35 8" O.C. TYP.
MTS30 EA. SIDE
RAFTER PER PLAN
T 510 579 8230 47849 Masters Ct.
Fremont, CA 94539
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H2.5 @ 24" O.C.
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SCOPE OF WORK
Designer Name/Address MARTIN CHRISTIANSEN 33418 4th ST. UNION CITY,
CA 94587 (510) 334-1959
[email protected]
[email protected]
