AS NOTED
SCOPE OF WORK
Designer Name/AddressMARTIN CHRISTIANSEN33418 4th ST.UNION CITY, CA 94587(510) [email protected]
A1
(N) FLO
OR
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N 1/4"=
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17Y
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mon
t, C
A 9
45
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(51
0)5
08
-27
56
33
1 L
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17.9-15
BRADLEY
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BRADLEY
No construction work on Sunday/Holidays
1. TRADE NAMES AND MANUFACTURERS REFERRED TO, ARE FORQUALITY STANDARDS ONLY. SUBSTITUTIONS WILL BE PERMITTEDONLY IF APPROVED BY THE OWNER OR DESIGNER.2. WORK SHALL NOT BE PERFORMED WHEN WEATHER CONDITIONSMAY CREATE HAZARDOUS WORKING CONDITIONS THAT MAY LEAD TOFAILURE IN WORKMANSHIP.---WATER AND ELECTRICITY DO NOT MIX!---3. THE CONTRACTOR/SUBCONTRACTORS WARRANT THAT THEIRWORK AND ALL MATERIALS FURNISHED UNDER THEIR RESPECTIVECONTRACTS, AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP.4. UPON WRITTEN NOTICE OF ANY DEFECT IN MATERIALS OF WORKMANSHIP, THE CONTRACTOR SHALL, AT THE OPTION OF THEDESIGNER AND OR OWNER/ENGINEER REPAIR OR REPLACE SAIDDEFECT AND ANY DAMAGE TO OTHER WORK AS A RESULT OF THECORRECTION. REPLACEMENT OF REPAIR SHALL BE WITHOUT COST TOTHE OWNER.5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THESATISFACTORY COMPLETION OF ALL WORK UNDER THE CONTRACT INACCORDANCE WITH PROJECT PLANS AND SPECIFICATIONS.6. IN ACCORDANCE WITH THE GENERALLY ACCEPTED CONSTRUCTIONPRACTICES, THE C0NTRACTOR SHALL BE SOLELY AND COMPLETELYRESPONSIBLE FOR CONDITIONS AT THE JOB SITE, INCLUDING SAFETYOF ALL PERSONS WITHIN THE JOB SITE AND PROPERTY DURING THEPERFORMANCE OF HIS WORK. THIS REQUIREMENT SHALL APPLYCONTINUOUSLY AND BE LIMITED TO NORMAL WORK HOURS.
9am-6pm SaturdayConstruction hours/activities shall be: 8am-7pm Monday-Friday
GENERAL NOTES
ALL WORK PERFORMED UNDER THIS CONTRACT SHALL INCLUDE, BUTIS NOT NECESSARILY LIMITED TO FURNISHING ALL LABOR, MATERIALS,ACCESSORIES, TOOLS, AND TRANSPORTATION.JOBSITE TO BE RELATIVELY CLEAN AT ALL TIMES...
DIMENSIONS AND QUANTITIESALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE SHOWNOR NOTED. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. ALLDIMENSIONS TO TAKE PRECEDENCE OVER SCALED DRAWINGS. THECONTRACTOR AND ALL HIS SUBCONTRACTORS SHALL VERIFY ALLGRADE ELEVATIONS, DIMENSIONS, AND CONDITION OF THE PROJECTBEFORE PROCEEDING WITH THE WORK AND SHALL NOTIFY THEDESIGNER/ENGINEER IMMEDIATELY IN THE EVENT OF DISCREPANCIESBETWEEN ACTUAL CONDITIONS AND THAT OF THE DRAWINGS FORCLARIFICATION.
OMISSIONSIF STRUCTURAL FEATURES OF THE CONSTRUCTION ARE NOT SHOWNON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS ORGENERAL NOTES, THE CONSTRUCTION SHALL BE THE SAME AND OFSIMILAR CONDITIONS AS SHOWN ON THE DRAWINGS. IN THEABSENCE OF ANY MATERIAL DESCRIPTION IN PART OR WHOLE, THECONTRACTOR SHALL FURNISH AND INSTALL ALL COMPONENTSNECESSARY FOR COMPLETION OF THE WORK OR SYSTEM IN SIMILARQUALITY TO SPECIFIED CONSTRUCTION, TO THE SATISFACTION OFTHE OWNER, THE DESIGNER AND OR ENGINEER.
THE CONTRACTOR SHALL CONTACT THE DESIGNER IF ANYQUESTIONS ARISE. ANY DEVIATIONS FROM THECONSTRUCTION DOCUMENTS SHALL BE COORDINATEDWITH THE DESIGNER/ENGINEER. THE DESIGNER AND/ORENGINEER SHALL BE EXEMPT FROM LIABILITY IF CHANGESIMPACT THE WORK AREA OR RELATED AREAS WITHOUTPRIOR CONSENT AND WRITTEN APPROVAL FROM SAIDPARTIES.
CODES AND ORDINANCES
CODES AND ORDINANCES OF JURISDICTIONAL BODIES OR TRIBUNALSHALL BE CONSIDERED AS MINIMUM REQUIREMENTS AND SHALLTAKE PRECEDENCE OVER CONTRACT DOCUMENTS WHICHINADVERTENTLY, MAY BE PREPARED AT VARIANCE WITH THE CODESAND ORDINANCE REQUIREMENTS. HENCE, THEY SHALL TAKEPRECEDENCE 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 24CALIFORNIA GREEN BUILDING STANDARDS (Based on the 2015CGBSC) ALONG WITH ANY APPLICABLE CITY OF FREMONT CITYCODES/ORDINANCES/AMENDMENTS.
SUBCONTRACTOREach subcontractor is considered a specialistin his respective field and shall, prior to thesubmission of his bid or performance of his work,notify the General Contractor, who is to subse-quently inform the Designer and Owner of anywork called out in the drawings that cannot befully 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
PROJECT INFORMATION INDEX
PROJECT ADDRESS:
SCOPE OF WORK:
ZONING:TYPE OF CONSTRUCTION:TYPE OF OCCUPANCY:(E)LIVING AREA:TOTAL (E)+(N):STRUCTURE FOOTPRINT:LOT SIZE: 54'x93'
OWNER:Erin CrossAddress: Same
331 Lemarc St.Fremont, CA 94539Reconfigure designated (E)walls toachieve a (N)4th bedroom per Plans& Specifications5000V-BR3/U2086ft2 + 275ft2 Garage = 2361ft2(E)2361ft2 + (N)0ft2 = 2361ft22361ft25522ft2
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 serviceableprior to and during construction..."emergency number" Sheet A1.3. The roof shall be fire stopped to preclude entry of flames or embersunder roof covering.4. Approved smoke detectors shall be installed/located as required byCBC 310.9 and interconnected to sound simultaneously.
1. Address numbers shall be internally or externally lit during nondaylighthours. Lighting must be on all the time (typical of low-voltage units) or iflit only during nondaylight hours, switching shall be controlled by a timeclock or a photo sensor. Battery or photocell powered units cannot beused for required addressing.Address numbers shall be at least 4 inches high and installed on acontrasting background.Address numbers shall read from left to right. Vertically positionednumbers cannot be used.Address numbers shall be placed in such a location that emergency crewscan read the address from the street fronting the dwelling.
680
(APN: 513-608-101
Nor
th
0
3525155
SKY
BUM
7
(E)CRICKET
93.0'
54
.0'
3/32"=1'-0"
SITE PLAN
(N)CRICKET
Lem
arc
St.
North
Mis
sion
Blvd
Washington Blvd
Pine St
Lemarc St
Bry
ant
St
AS NOTED
SCOPE OF WORK
Designer Name/AddressMARTIN CHRISTIANSEN33418 4th ST.UNION CITY, CA 94587(510) [email protected]
a2
(N) FLO
OR
PLA
N 1/4"=
1'-0"
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17Y
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Fre
mon
t, C
A 9
4539
(510)5
08-2
756
331 L
em
arc
St.
17.9-15
BRADLEY
Audi TT
Audi TT
BRADLEY
SKY
BUM
7
Aud
i TT
1/4" = 1'-0"
(E)FLOOR PLAN
2/6
(E)ATRIUM
Guest Bath
Family Room Bedroom 3
Living RoomDining
Bedroom 2
Hall Bath
Kitchen
Master Br
WIC
MBA
Demo/Discard
Demo/DiscardCONSTRUCTION
ENVELOPE
5036
6050
50364050
2020
3040
1620
2040 2040 3630
3040
3040
1040
1040
1040
3040
4050
4040
3016
(E)4040 Glass Block
4040
AS NOTED
SCOPE OF WORK
Designer Name/AddressMARTIN CHRISTIANSEN33418 4th ST.UNION CITY, CA 94587(510) [email protected]
a3
(N) FLO
OR
PLA
N 1/4"=
1'-0"
Ma
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INFORMATIONA1
17Y
Eri
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ross
Fre
mon
t, C
A 9
4539
(510)5
08-2
756
331 L
em
arc
St.
17.9-15
BRADLEY
Audi TT
Audi TT
BRADLEY
(N)BR 4
Master BrWIC
MBA
Guest BathFamily Room Bedroom 3
Living Room
Dining
Bedroom 2
Hall Bath
2/6
3/0
19'-0"
(N)2040 Skylite,set parallel to
rafters
(N)2616
2'-5
"
1'-0"
2'-2
"
2'-6
"3
'-0"
4'-0"7'-0"
2'-3"
2/6
2/6
2'-6
"
4'-0
"
(N)4030
22"Ø Suntube
22"Ø
Sun
tube
Kitchen
Bedroom window egress requirements:Opening 20" wide min.;24" high min.;5.7 sqft. min. overall; bottom edge ofopening shall not exceed 44" above F.F.Operational from the inside of the roomwithout the use of keys, tools, orspecial knowledge...
1/4" = 1'-0"
(N)FLOOR PLAN
CONSTRUCTIONENVELOPE
(E)(N)
(N)2040 Skylite, setparallel to rafters
7'-0" 4'-10"
shaded=
2 S2
ClosetCloset
"tempered"
(2)5/8" type-X drywall atwall between Garage and(N)Construction
SKY
BUM
7
Aud
i TT
4646
6040
50364050
2020
3040
1620
2040 2040
3040
3040
(N)BA
1040
1040
1040
(E)4040 Glass Block
3016
4646
20402040CasementCasement
Kitchen/Dining = 13'-8"x18'-10"=259ft2259x8%=20.7ft2 required natural light 4%=10.6ft2 required openable
(2)(N)2040 (operable) Skylites=16ft2natural light & ventilation
Kitchen (natural light/ventilation)
((N)2040 Skyliteset parallel to
rafters
AS NOTED
SCOPE OF WORK
Designer Name/AddressMARTIN CHRISTIANSEN33418 4th ST.UNION CITY, CA 94587(510) [email protected]
a4
(N) FLO
OR
PLA
N 1/4"=
1'-0"
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INFORMATIONA1
17Y
Eri
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ross
Fre
mon
t, C
A 9
4539
(510)5
08-2
756
331 L
em
arc
St.
17.9-15
BRADLEY
Audi TT
Audi TT
BRADLEY
Closet
Vaulted Ceiling
(N)CB4
(N)4x12 Ridge Beam
8'-0
" 10
'-0" (
+/-)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 theuse of keys, tools, or special knowledge...
Class-C Roof 12
4 V.I.F.
2668 Pocket Dr
R-13 Batt Insulation
5/8" Drywall
(N)2x6 Ceiling Joist
R-30 Batt Insulation
(N)2x12 Rafter
(E)House
(E)Framing
(N)2x6 Rafter
(E)2x4 Framing
Match (E) Roof Materialo/15# Papero/1/2" Sheathing "Radiant Barrier"o/Conventional Framingw/R-30 Batt Insulation
(E)Framing
SECTION "A-A"3/8" = 1'-0"
R-19 Insulation over netting typ.
3/4" T&G plywood2x6 Joist DF2 @16"oc
(N)Bedroom 4
CONSTRUCTION ENVELOPE
(E)Framing
(N)
(E)
AS NOTED
SCOPE OF WORK
Designer Name/AddressMARTIN CHRISTIANSEN33418 4th ST.UNION CITY, CA 94587(510) [email protected]
a5
(N) FLO
OR
PLA
N 1/4"=
1'-0"
Ma
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INFORMATIONA1
17Y
Eri
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Fre
mon
t, C
A 9
4539
(510)5
08-2
756
331 L
em
arc
St.
17.9-15
BRADLEY
Audi TT
Audi TT
BRADLEY
(E)CRICKET
(E)ATRIUM
1/4" = 1'-0"
(E)ROOF PLAN
Perimeter Walls
Front Dr
CONSTRUCTIONENVELOPE
AS NOTED
SCOPE OF WORK
Designer Name/AddressMARTIN CHRISTIANSEN33418 4th ST.UNION CITY, CA 94587(510) [email protected]
E1
(N) FLO
OR
PLA
N 1/4"=
1'-0"
Ma
rtin
Ch
rist
ian
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'07
DES
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form
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SEEPROJECT
INFORMATIONA1
17Y
Eri
n C
ross
Fre
mon
t, C
A 9
4539
(510)5
08-2
756
331 L
em
arc
St.
17.9-15
BRADLEY
Audi TT
Audi TT
BRADLEY
SKY
BUM
7
Aud
i TT
Master BrWIC
MBA
Guest BathFamily Room Bedroom 3
Living Room
Dining
Bedroom 2
Hall Bath
Kitchen
AFC
I Req
uire
men
ts
General Notes1) Electrical system is shown for intent purposes only. Designand installation by others. Provide adequate circuits forlighting/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 provideadequate heating/cooling. Refer to sheet A1 for applicablecodes.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 circuitssupplying outlets installed in dwelling unit family rooms, diningrooms, living rooms, parlors, libraries, dens, bedrooms,sunrooms, recreation rooms, closets, hallways, or similarrooms or areas, shall be protected by a listed Arc-Fault CircuitInterrupter, combination-type, installed to provide protectionto the branch-circuit. Affected outlets include"Tamper-Resistant" duplex convenience plugs, lights, andhard-wired smoke alarms. (CEC406-11)9) All permanently installed lighting at indoor bedroom, livingroom, dining room, bathroom, or similar rooms shall beFluorescent or LED. Aternatively, incandescent lighting may beinstalled if switching is provided by a Manual-on/Auto-off withOccupancy-sensor or Dimmer switch.10) Lighting in garages, laundry rooms, and utility rooms shallbe high efficacy luminaires and controlled by vacancy sensors.[CEnC 150.0(k)6]11) Annular spaces around pipes, electric cables, conduits orother openings in sole/bottom plates at exterior walls shall berodent-proof by closing such openings with cement mortar,concrete masonry or similar method acceptable to theEnforcing Agency per CGC4.406.1.
1/4" = 1'-0"
ELECTRICAL PLAN
(Hardwired/interconnected)
(Hardwired/interconnected)
per Title-24
HVAC HVAC Register 220v Receptacle
Smoke Detector
" Tamper-Resistant "
220v
SD
S
S
S3
Single Pole Switch
3-way Switch
Timer Switch
Exterior FluorescentMotion-Sensor
DimmerDS
Receptacle
CO Carbon MonoxideDetector
R
Ceiling Fixture
6" Fluorescent Recessed
5" LED Recessed
3" Pendant LED lightsP
Sconce
F
Legend
Undercabinet LED Lighting "TAPE"
CONSTRUCTIONENVELOPE
SD
SD
SD SDCO
R
R
HVAC
HVAC
At least one 20-ampere branch circuit shall be providedto supply bathroom outlets and such circuits shall haveno other other outlets. [CEC Art.210.11(C)(3)]
GFI
GFI
A
A
T
SS
S S3
S3
S3
S
S
S
S3S
Fan
Light
4-Plex
CO
Fan/Light combo
Bath fans in bathrooms shall be Energy Star compliant, terminateoutside the building, and be controlled by a humidity controlcapable of adjustment between a relative humidity range of 50percent to 80 percent. (CGBSC-4.506.1)
B
S
B
S3
F F
FF
S4
S3
(N)2040 Skylite,set parallel to
rafters
Kitchen/Dining = 13'-8"x18'-10"=259ft2259x8%=20.7ft2 required natural light 4%=10.6ft2 required openable
(2)(N)2040 (operable) Skylites=16ft2 naturallight & ventilation(4)(N)Recessed Fixtures (675 lumens ea.)LUX=4x675=2700 lumens/12.57=214.79+(E)
Kitchen (natural light/ventilation)
Single Pole Switch
(E)
(E) (E) (E)
R(E)
(E)
Note the (E)kitchenpermanent lighting
P
P P P
C. SHEAR TRANSFER MEMBERS INCLUDING STRAPS AND FASTENERS AT
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
THE FOLLOWING STRUCTURAL OBSERVATION SHOULD BE PROVIDED BY
(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 diaphragmsand shear walls, refer to Section 2305. Nails for wall sheathing arepermitted to be common, box or casing.
b. Spacing shall be 6 inches on center on the edges and 12 inches on center atintermediate supports for nonstructural applications. Panel supports at 16inches (20 inches if strength axis in the long direction of the panel, unlessotherwise marked).
c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordancewith this schedule and the ceiling joist is fastened to the top plate inaccordance with this schedule, the number of toenails in the rafters shall bepermitted to be reduced by one nail.
** See Table 2304.10.1 for more information
STRUCTURE ENGINEERDAN L. CHEN S.E.
T 510 579 823047849 Masters Ct.
Fremont, CA 94539
S-1
AA
DRAWN BY
SHEET
SCALEAS SHOWN
DATE
SHEET TITLE
PROJECT
44
GENERAL
NOTES
REVISIONREVISION
3
2
1
ADDITION/
REMODEL
02.12.18
ERIN
CRO
SS33
1 LE
MA
RC S
T.FR
EMO
NT,
CA
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/ avapor 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:
TYPICAL REINFORCEMENT: #4 @ 12" O.C EACH
WAY AT BOTTOM. 3" CLEAR ALL AROUND TYP.
F1
LEGEND & NOTES :
(E) FOUNDATION
(N) FOUNDATION
HOLDOWN
and nailed with 8d @ 6" o.c. edges and 12" o.c. field for all new shear wall.
4x4 POST 4X6 POST
6x6 POST
SUB-FLOOR 3/4" STRUCTURAL 1 OSB
OR PLYWD w/ 10d @ 6" O.C. AT
DIAPHRAGM BOUNDARY & EDGES,
12"O.C. @ FIELD, U.NO.
SHEAR WALL, SEE SWS SCHEDULE
SHEET S2
F
4
H16
10d @ 6" EDGE
10d @ 4" EDGE10d @ 12" FIELD
10d @ 12" FIELD
NAILS
2X
2X
STUDTYPE
1/2" CDX
PLYWOOD
SHEAR WALL SCHEDULE
16d @ 4"
16d @ 4"
SILLPLATE NAIL
5/8" Ø @ 24" O.C.
5/8" Ø @ 24" O.C.
@ 16"
@ 12"
ANCH. A35FRAMING
6
4
A.B. @24"o.c.MAX. AT ALL SW
1/2" CDX
18" W x 18" DP CONT. CONC. FTG
H1
H2
NOTES:
SEE DETAIL 14/S4 FOR WALL CORNER
CONNECTION
FOUNDATION PLAN
SCALE 1/4"= 1'-0"
(E) CONC. FTG. VIF.
#4 DOWEL TO (E) FTG.
EPOXY EMBED 4" MIN.
TYP. @ 24" O.C. SPACING
TYP. BETWEEN
(N) & (E)
(N) 18" W x 18" DP
CONT. CONC. FTG.,
SEE 3/S4 FOR REBAR
(E) SUB FLOOR &
FTG TO REMAIN
(E) SUB FLOOR &
FTG TO REMAIN
STRUCTURE ENGINEERDAN L. CHEN S.E.
T 510 579 823047849 Masters Ct.
Fremont, CA 94539
S-2
AA
DRAWN BY
SHEET
SCALEAS SHOWN
DATE
SHEET TITLE
PROJECT
44
FOUNDATION
PLAN +
NOTES
REVISIONREVISION
3
2
ADDITION/
REMODEL
1
02.12.18
ERIN
CRO
SS33
1 LE
MA
RC S
T.FR
EMO
NT,
CA
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 INPLATES AT EXTERIOR WALLS SHALL BE PROTECTEDAGAINST THE PASSAGE OF RODENTS BY CLOSING SUCHOPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY ORSIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY.
2. MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALLAND FLOOR FRAMING IS CHECKED BEFORE ENCLOSURE.
PL
ROOF FRAMING PLAN
SCALE 1/4"= 1'-0"
SIM.
CB 1
4 x 12 #1
(N) RB
4 x 12 #1
2 x 6 #2 RAFTER
@ 24" O.C.
2 x 6 #2 C
JS
T
@ 24" O
.C
.
CALIFORNIA
FRAMING
CALIFORNIA
FRAMING
(E) ROOF FRAMING
TO REMAIN
(E) ROOF FRAMING
TO REMAIN
(E) ROOF FRAMING
TO REMAIN
STRUCTURE ENGINEERDAN L. CHEN S.E.
T 510 579 823047849 Masters Ct.
Fremont, CA 94539
S-2
AA
DRAWN BY
SHEET
SCALEAS SHOWN
DATE
SHEET TITLE
PROJECT
44
ROOF
FRAMING
PLAN +
NOTES
REVISIONREVISION
3
2
ADDITION/
REMODEL
1
02.12.18
ERIN
CRO
SS33
1 LE
MA
RC S
T.FR
EMO
NT,
CA
Φ
Φ
STRUCTURE ENGINEERDAN L. CHEN S.E.
T 510 579 823047849 Masters Ct.
Fremont, CA 94539
S-4
AA
DRAWN BY
SHEET
SCALEAS SHOWN
DATE
SHEET TITLE
PROJECT
44
GENERAL
NOTES
REVISIONREVISION
3
2
ADDITION/
REMODEL
1
02.12.18
ERIN
CRO
SS33
1 LE
MA
RC S
T.FR
EMO
NT,
CA
PLY'D USE 8d x 1 1/2 LG. NAILS
CS16 STRAP CAN BE NAILED OVER PLY'DUSE 8d x 2 1/2 LG NAILS OR IF UNDER
OPTION
CS16 W/ 8d x 1 1/2" LGNAILS AT 4" O.C. 14 - 8d NAILS
28 - 8d NAILS USE
BLOCKING
8d @ 4" O.C.
8d x 1 1/2" LG
CS16 x 30" LG W/
BLOCKING
PLY'D
14 - 8d NAILS
PLY'D
MST37(U.N.O.)
DBL 2XTOP PLATE
SHEAR WALLAS OCCUR
COLLECTOR PERPLAN
1/2" PLYWOODSHEATING W/8d @ 4" O.C.
2X SOLID BLK'GW/ A35 8" O.C. TYP.
MTS30 EA.SIDE
1/2" PLYWOODSHEATING W/8d @ 4" O.C.
RAFTERPER PLAN
STRUCTURE ENGINEERDAN L. CHEN S.E.
T 510 579 823047849 Masters Ct.
Fremont, CA 94539
S-5
AA
DRAWN BY
SHEET
SCALEAS SHOWN
DATE
SHEET TITLE
PROJECT
44
STRUCTURAL
DETAILS
REVISIONREVISION
3
2
ADDITION/
REMODEL
1
02.12.18
ERIN
CRO
SS33
1 LE
MA
RC S
T.FR
EMO
NT,
CA
AS NOTED
SCOPE OF WORK
Designer Name/AddressMARTIN CHRISTIANSEN33418 4th ST.UNION CITY, CA 94587(510) [email protected]
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