HomeMy WebLinkAboutB16-0220 017-230-049A PROPOSED RESIDENTIAL ADDITION FO
IE
T [R)ETE 3
976 HONEY RUN ROAD
CHICO, CALIFORNIA 95926
APHRO 017m230m049w000
DESIGNER
O'Hare Drafting and Designs
CONTACT, EI O'Hare
2540 ZANELLA WAY, SUITE 10
CHICO, CA 95928
PHONE 530 343-5954
FAX 530 891-5925
oftharedrafting,com
&
@
And
At
DR
D.S.
Door
Down spout
LAM
LAV
Laminate
Lavatory
Sc
SCD
Solid Core
Seat Cover Dispenser
DRAWING RELATED ITEMS
RIGID INSULATION
AB
AC.
Anchor Bolt
Asphalt Concrete •
DWG
Drawing
LT
Light
SCHED
SD
Schedule
Soap Dispenser
A GENERAL DISCLAIMER. ALL DESIGNS, ELEVATIONS, PLANS AND OTHER ART DISPLAYED ON THIS DRAWING
SCOPE OF WORK
A/C
Air Conditioner
(D
E)sfing
MAS
Masonry
SECT
Section
SET ARE DISCLOSED FOR THE EXCLUSIVE USE FOR WHICH THEY WERE DELIVERED TO THE OWNER. THEY
GLAZING OR ARCHITECTURAL
AD.
Area Drain
EA
EJ
Each
Joint
MAX
Maximum
SH
Shelf Shell �
MAY NOT BE REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE OWNER.
THIS PERMIT IS MADE T 0 PROVIDE ALL NECESSARY
ACOUST
ADJ
Acoustical
Adjacent
ELEC
�rn�s(ajj
MECH
MFR
Mechanical
Manufacturer
SHT
Sim
Sheet
Sheathingimila
COMPONENTS FORA NEW 520 SQ. FT SINGLE STORY
AFF.
Above Finished Floor
ELEV
Elevation
MIN
Minimum
SIM
Similar
B, CODE REQUIREMENTS ALL COMPONENTS OF THIS PROJECT ARE INTENDED TO COMPLY WITH WITH THE
RESIDENTIAL ADDITION, THE WORK SHALL BE OF
ALU
Aggregate
EMBED
R
Embedment
� of record
MTDISC
Mountedeous
S.O.G.
on Grade
CODES AS LISTED IN THE PROJECT INFORMATION SECTION OF THIS SHEET. ANY DEVIANCE FROM THE
CONCRETE FOOTINGS, WOOD FRAMED. PERMIT SHALL
ALUM
Aluminum
EQ
E ual
q
MTD
Mounted
DSlab
SND
Sanitary Napkin Dispenser
WRITTEN REQUIREMENTS OR UNCERTAINTY WHICH MAY REQUIRE INTERPRETATION SHALL BE CONFIRMED IN
INCLUDE ALL TRADES AS REQUIRED TO COMPLETE THE
APPROX
ARCH
Approximate
Architectural
EQUIP
Equipment
MTL
MTP
Metal
Metal Toilet Partition
SNR
Sanitary Napkin Receptacle
WRITING BY THE JURISDICTIONS BUILDING OFFICIAL
OSED PROJEC
1
ASSY.
ASPH
Assembly
Asphalt
EXH
EXP
Exhaust
Expansion
SPECS
SQ
Specifications
Square
C. VERBAL DEFINITIONS
THIS REVISION TO THE PERD
E TO PROVIDE ALL
EXT
Exter or
NIC
NTS
Not in Contract
Not to Scale
SS
Stainless Steel
"ACCESSIBLE" REFERS SPECIFICALLY TO COMPLIANCE WITH THE PROVISIONS FOR DISABLED PERSONS
NECESSARY COMPONENTSTHE EXISTING 480
BD
Board
STD
STL
Standard
Steel
AS PRESCRIBED IN THE AMERICANS WITH DISABILITIES ACT (ADA) AND CHAPTER 11 OF THE C.B.C.
SQ. FT. SINGLE STORY STRMATCH THE
BLDG
Building
FBGL
Fiberglass
O
Diameter
STOR
Storage
"ALIGN"
ELEVATION OF THE NEW AHE WORK SHALL BE
BLK(G)
Blocking
FE/FEC
Fre Extinguisher/Cabinet
0/
Grab Bar
STRL
Structural
MEANS THAT SIMILAR CONSTRUCTION ITEMS, (FOR EXAMPLE WALLS, WINDOWS JAMB, ETC.) LINE UP
OF CONCRETE SLAB ON GSTEM WALL
BM
BOT
Beam
Bottom
FD
FHWS
Floor Dram
OC
On Center
SUSP
Suspended
ACROSS VOIDS OR DISCONTINUITIES.
PERMIT SHALL INCLUDE ALAS REQUIRED TO
FIN
Fat Head Wood Screw
Finish
OD
OPG
Outside Diameter
Opening
SYM
Symmetrical
"TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED.
COMPLETE THE PROPOSED.
CART
C.B.
Cabinet
Catch Basin
FLR
FOC
Floor(in)
g
Face of Concrete
OPP
p
Opposite
SYS
System
"SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED,
SAVER TNG Co E:
C.B,C,
Uniform Build Code
w/ Calffomia Amendments
FOS
FRAMG
Face of Stud
PB
PERIM
Pipe Bollard
Perimeter
T
TB
Tread
Tong board
D. DETAILS ARE INTENDED TO THE END RESULT OF WORK MINOR MODIFICATIONS NECESSARY TO
2013 CALIFORNIA BUILDING CODE (CBC)
CEM
Cement
FTG
Framing
Footling
PERPEND
Perpendicular
TEL
&r Groove
ACCOMMODATE SPECIFIC JOB CONDITIONS SHALL BE INCLUDED AS PART OF THE WORK SUBJECT TO
013 CALIFORNIA RESIDENTIAL CODE (CRC)
CER
Ceramic
FURN
Furnished
PFB
Prefabricated
Telephone
APPROVAL OF THE OWNER OR EO.R
2013 CALIFORNIA ELECTRICAL CODE (CEC)
C.I.
CJ
Cast Iron
Control Joint
GA
Gauge
PL
PLAMLAS
Property Line
Plastic Laminate
TEMP
THK
T
Tempered
Thickness)
E NOTED DIMENSIONS TAKE PRECEDENCE OVER THE APPARENT SCALE OF A DRAWING COMPONENT. DO
013 CALIFORNIA MECHANICAL ODE (CMC)
013 CALIFORNIA PLUMBING
C
Center Line
�-V
Galvanized
PLAS
Plaster
TOB
Top of Block
NOT SCALE DRAWINGS, CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND, A
CODE (CPC)
013 CALIFORNIA ENERGY CODE (CEC)
CLG
Ceiling
GB
Grab Bar
PLYWD
Plywood
TOM
Top of Masonry
REQUEST SHALL BE MADE TO O'HARE DRAFTING & DESIGNS FOR VERBAL OR WRITTEN CLARIFICATION.
CLR
Clear
G.I.
Galvanized Iron
PR
Pair
TOP
Top of Plate
2013 CALIFORNIA FIRE CODE (CFC)
CMU
Concrete Masonry Unit
G/L
Glue Laminated Beam
PT
Pant
TOS
Top of Slab
F. ALL DIMENSIONS ARE TO EDGE OF SLAB, FACE OF STUD, OR CENTER UNE OF COLUMN, UNLESS
2013 CALIFORNIA GREEN CODE (CALGREEN)
COL
Column
GLU-LAM
Glue Laminated
PTD
Paper Towel Dispenser
TOW
Top of Wall
OTHERWISE NOTED ON DRAWINGS. VERTICAL DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLATES, OR
CONC
CONN
Concrete
Connection
GYP BD
Gypsum Board
PTD/R
PTD and Receptacle
TPD
TS
Toilet Paper Dispenser
Tubular Steel
TOP OF SHEATHING UNLESS OTHERWISE NOTED ON DRAWINGS.
COUNTY DATA:
CONST
CONT
Construction
Continuous
H.B.
HC
Hose Bib
Handicapped
PVC
R
Polyvinyl n Chloride
Riser or Radius
TYP
Typical
G. DEPENDING UPON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL AND PLUMBING (M.E.P)
COUNTY -BUTTE
CW
Cold Water
HDR
Header
RB
Ruhber Base
UON
UR
Unless Otherwise Noted
Urinal
DRAWINGS MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET. THE DRAWING INDEX VERIRES WHICH
ASSESSOR'S PARCEL NUMBER 017-230-049-000
HDWR
Hardware
RD
Roof Drain
VERT
Vertical
SHEETS SHOULD BE INCLUDED . IF NO M.E.P. DRAWINGS ARE INCLUDED ON A SMALLER DRAWING SET R IS
LOT SIZE - 10.04 ACRE
DBL
DET
Double
Detail
HM
HORIZ
Hollow Metal
Horizontal
REF
REINF
Refrniggeerator
Reinforced)
V.C.T.
Vinyl Composition Tile
THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO INSURE THAT ALL WORK IS
ZONING - FR -20 (FOOTHILL RESIDENTIAL - 20 ACRES)
DF
Drinking Fountain/
HT
Height
REQD
Requred
VWC
W/
Vinyl Wall Covering
With
PERFORMED IN COMPLIANCE WITH THE APPLICABLE CODES (SEE ITEM 'B' ABOVE) IF M.E.P. DRAWINGS ARE
INCLUDED SUCH DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.
GENERAL PLAN - LDR (MEDIUM-HIGH DENSITY RESIDENTIAL)
DIA
Douglas Fir
Diameter
ID
Inside Diameter
REV
RHWS
Reversed
Round Head Wood Screw
WAIN
Wainscot
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR E.O.R. FOR CLARIFICATION.
C.D.F. - S.RA -YES
DIM
Dimension
INSUL
Insulation
RM
Room
WC
Water Closet
FLOOD ZONE - YES "AE"
DN
Down
INT
Interior
RO
Rough 0penIng
WD
WH
Wood
Water Heater
H. ASSEMBLIES WITHIN RATED CONSTRUCTION REQUIRE A UL ASSEMBLY NUMBER RECOGNIZED BY THE
JAN
Janitor
RWD
Redwood
WP
Waterproofing)
C.B.C, C.F.C. OR FIRE MARSHALL WHEN SUCH NUMBERS ARE PRESENTED ON THE DRAWINGS, IT IS CRITICAL
OCCUPANCY GROUP
JT
Joint
THAT THE ASSOCIATED ASSEMBLY MEETS THE REQUIREMENTS
ABBREVIATIONS
PLAN SYMBOLS
4�e_ J MODULE LOCATION
SHEET LOCATION
MODULE LOCATION
E-- CUT DESIGNATION
SHEET LOCA11ON
COLUMN GRID
MATCH LINE
AREA OF BUILDING
SHOWN ON SHEET
OFFICE ROOM NAME
ROOM NUMBER
j6Q - DOOR TAG
TOC TOS SPOT ELEVATIONS
ELEVATION
LOCATION BENCHMARK ELEVATION
,--'63"---� TOPOGRAPHIC CONTOUR ELEVATION
• • PROPERTY LINE
MATERIAL SYMBOLS
APA RATED SHEATHING
LANDSCAPING- AS NOTED
THEREOF AND THAT PRODUCT LITERATURE
RELATED TO THE COMPONENTS OF THAT ASSEMBLY BE RETAINED ON SITE FOR INSPECTION,
J. PLEASE REFER TO THE FLOOR PLAN FOR THE REQUIREMENTS OF DOORS.
K PLEASE REFER TO THE STRUCTURAL COVER SHEET FOR ADDITIONAL INFORMATION REGARDING THE
GENERAL REQUIREMENTS FOR STRUCTURAL RELATED ISSUES,
CONTRACTOR RELATED ITEMS
1. CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL SAMPLES
TO THE OWNER FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR WORK
2. PRIOR TO COMMENCING ANY WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY
CHANGES FROM THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE OWNER AND EO.R, FOR
CONSIDERATION BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR SHALL ALSO VERIFY THE
LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK
a EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES AND BUILDING CODE
COMPLIANCE LISTED OR IMPLIED HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND
OMISSIONS OF ALL HIS EMPLOYEES AND SUBCONTRACTORS AND SHALL SUPERVISE THE WORK AND
COORDINATE ALL PORTIONS THEREOF.
4. THE CONTRACTOR IS EXPECTED TO HAVE STUDIED THE DRAWINGS, TO HAVE VISITED THE SITE, AND TO
HAVE REVIEWED ALL CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE SUCH CONDITIONS
SHOULD BE REFLECTED AND QUALIFIED IN THE FINAL BID,
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AND NEW WORK ANY WORK
DAMAGED FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER.
6. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SUBMITTED IN A TIMELY
MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE OWNER AND EOR, WITH RESPECT TO DESIGN
AND PERFORMANCE THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND DELAYS WHICH ARE
THE RESULT OF ANY SUBSTITUTIONS. ADEQUATE SPECIFICATIONS AND DRAWINGS ARE REQUIRED IN ORDER
TO REVIEW ALTERNATIVE ITEMS. THE OWNER AND E.O.R. RESERVES THE RIGHT TO REJECT A SUBSTITUTION
FOR ANY REASON. CHANGES MUST ADDITIONALLY BE APPROVED BY THE GOVERNING AGENCY,
7. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK
SHALL BE OF GOOD QUALITY, FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS.
8. THE GENERAL CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING SERVICES INCLUDING
POWER, WATER, OR OTHER UTILITIES, WITH THE PROPER BUILDING PERSONNEL SUCH DISRUPTIONS MAY
INCLUDE CONCRETE CUTTING OR SIMILAR DEMOLITION WHICH MIGHT CREATE A DISTRACTION TO NORMAL
FACILITY OPERATIONS.
9. THE CONTRACTOR & ALL SUBCONTRACTORS SHALL PURCHASE & MAINTAIN CERTIFICATIONS OF
INSURANCE WITH RESPECT TO WORKMANS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR
THE LIMITS AS REQUIRED BY LAW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,
MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REQUIREMENTS AND REGULATIONS.
10. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PREMISES CLEAN AND VOID OF THE
ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS AT ALL TIMES. AT THE
COMPLETION OF THE WORK, HE SHALL PERFORM A FINAL CLEAN UIP, CLEAN ALL GLASS, AND PLASTIC
LAMINATE SURFACES AND LEAVE THE WORK IN A VACUUM -CLEAN CONDITION.
11. THE CONTRACTOR SHALL GUARANTEE FOR ONEW YEAR THAT ALL OF THE WORK PERFORMED UNDER
THE CONTRACT DOES NOT CONTAIN FAULTY MATERIALS, AND IS WATERTIGHT AND LEAK -PROOF IN EVERY
PARTICULAR AND FREE FROM IMPROPER WORKMANSHIP.
12. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDERS OF MATERIALS AND
EQUIPMENT OF ANY LONG LEAD TIME ITEMS, THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL
WORKMEN SHALL COORDINATE IN ADVANCE, THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES.
RESPONSIBILITY FOR LACK OF COORDINATION AND PROBLEMS CAUSED BY THIS LACK OF COORDINATION
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL TRADES INVOLVED.
SECTION 310,5, GROUP R-3, (RESIDENTIAL)
PROPOSED CONSTRUCTION AREAS AND DESCRIPTION:
LIVING AREA ADDITION 520 S.F.
VICINITY MAP
C.B.C. CONSTRUCTION TYPE:
TYPE VB
OCCUPANT LOADING
ANALYSIS IS BASED UPON C.B,C. TABLE 1004.1.2
TOTAL OCCUPANTS IN RESIDENTIAL AREA: 1 PER 200 Pf = 3
EXITING
2 EXITS - 1 FRONT DOOR AND 1 REAR DOOR
BEDROOMS ARE PROVIDED WITH
EMERGENCY EXITING THRU WINDOWS PER
CBC (SECTION 1029) MAX SILL HT. OF 44"
AND MIN. OPENING OF 20" WIDE x 24" HIGH
C06E SUMMARY
DESIGN CRITERIA
1, TYPICAL GRAVITY LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:
ROOF DL = 15 psi
ROOF LL = 20 psf
PLANNING NOTE:
1. THIS PROJECT IS LOCATED WITHIN THE 'STATE RESPONSIBILITY AREA"
AND IS REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM WHICH WILL BE A
DEFERRED APPROVAL ITEM.
2 WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING
013 CBC CRITERIA
BASIC WIND SPEED = 85 mph (3 -second gust)
3. SEISMIC LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING
2013 CBC CRITERIA
IMPORTANCE FACTOR = 1.0
OCCUPANCY CATEGORY = I
SITE CLASS = D
SPECTRAL RESPONSE COEFFICIENTS:
SM = 0.50g< Sm <0.75G
SEISMIC DESIGN CATEGORY = D
FOUNDATIONS
FOUNDATION DESIGN S BASED ON SITE CLASS 5 MATERIAL PER TABLE 1806.2, WITH A
MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1,500 psf.
ALL NEW FOUNDATIONS SHALL BE CAST ON UNDISTURBED SOIL EXCAVATED TO A DEPTH
OF NOT LESS THAN 12 INCHES BELOW NATURAL GRADE PER SECTION R403.1.4 OF THE 2013
CRC. j FOUNDATIONS SHALL NOT BE CAST ON FILL DIRT.
ALL t EW FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE TO BE
SUBJECTED TO INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO
PLACEMENT OF CONCRETE.
MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2500psi @ 28 DAYS
BUTTE
COUNTY
DEC 12 2016
DEVELOP)AENT
SERVICES
6 1 14�7. 0 �,� 0
SHT. CONTENTS
ARCHITECTURAL
A0.1
CONCRETE
A0.2
GYP, BOARD
A1,1
MASONRY
A2.1
BATT INSULATION
A2.2
RIGID INSULATION
I
ORIENTED STRAND BOARD- ELEVATION
j
STEEL OR METAL
F-7- 7�
BLOCKING
CONTINUOUS PLATE
EXPOSED WOOD
=III -11 II
SOIL
0 0 ° o00 2 00
00 00
GRAVEL
ASPHALT PAVING
GLAZING OR ARCHITECTURAL
s
SPECIALTY AS NOTED
APA RATED SHEATHING
LANDSCAPING- AS NOTED
THEREOF AND THAT PRODUCT LITERATURE
RELATED TO THE COMPONENTS OF THAT ASSEMBLY BE RETAINED ON SITE FOR INSPECTION,
J. PLEASE REFER TO THE FLOOR PLAN FOR THE REQUIREMENTS OF DOORS.
K PLEASE REFER TO THE STRUCTURAL COVER SHEET FOR ADDITIONAL INFORMATION REGARDING THE
GENERAL REQUIREMENTS FOR STRUCTURAL RELATED ISSUES,
CONTRACTOR RELATED ITEMS
1. CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL SAMPLES
TO THE OWNER FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR WORK
2. PRIOR TO COMMENCING ANY WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY
CHANGES FROM THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE OWNER AND EO.R, FOR
CONSIDERATION BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR SHALL ALSO VERIFY THE
LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK
a EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES AND BUILDING CODE
COMPLIANCE LISTED OR IMPLIED HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND
OMISSIONS OF ALL HIS EMPLOYEES AND SUBCONTRACTORS AND SHALL SUPERVISE THE WORK AND
COORDINATE ALL PORTIONS THEREOF.
4. THE CONTRACTOR IS EXPECTED TO HAVE STUDIED THE DRAWINGS, TO HAVE VISITED THE SITE, AND TO
HAVE REVIEWED ALL CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE SUCH CONDITIONS
SHOULD BE REFLECTED AND QUALIFIED IN THE FINAL BID,
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AND NEW WORK ANY WORK
DAMAGED FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER.
6. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SUBMITTED IN A TIMELY
MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE OWNER AND EOR, WITH RESPECT TO DESIGN
AND PERFORMANCE THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND DELAYS WHICH ARE
THE RESULT OF ANY SUBSTITUTIONS. ADEQUATE SPECIFICATIONS AND DRAWINGS ARE REQUIRED IN ORDER
TO REVIEW ALTERNATIVE ITEMS. THE OWNER AND E.O.R. RESERVES THE RIGHT TO REJECT A SUBSTITUTION
FOR ANY REASON. CHANGES MUST ADDITIONALLY BE APPROVED BY THE GOVERNING AGENCY,
7. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK
SHALL BE OF GOOD QUALITY, FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS.
8. THE GENERAL CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING SERVICES INCLUDING
POWER, WATER, OR OTHER UTILITIES, WITH THE PROPER BUILDING PERSONNEL SUCH DISRUPTIONS MAY
INCLUDE CONCRETE CUTTING OR SIMILAR DEMOLITION WHICH MIGHT CREATE A DISTRACTION TO NORMAL
FACILITY OPERATIONS.
9. THE CONTRACTOR & ALL SUBCONTRACTORS SHALL PURCHASE & MAINTAIN CERTIFICATIONS OF
INSURANCE WITH RESPECT TO WORKMANS COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR
THE LIMITS AS REQUIRED BY LAW. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,
MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REQUIREMENTS AND REGULATIONS.
10. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PREMISES CLEAN AND VOID OF THE
ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS AT ALL TIMES. AT THE
COMPLETION OF THE WORK, HE SHALL PERFORM A FINAL CLEAN UIP, CLEAN ALL GLASS, AND PLASTIC
LAMINATE SURFACES AND LEAVE THE WORK IN A VACUUM -CLEAN CONDITION.
11. THE CONTRACTOR SHALL GUARANTEE FOR ONEW YEAR THAT ALL OF THE WORK PERFORMED UNDER
THE CONTRACT DOES NOT CONTAIN FAULTY MATERIALS, AND IS WATERTIGHT AND LEAK -PROOF IN EVERY
PARTICULAR AND FREE FROM IMPROPER WORKMANSHIP.
12. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDERS OF MATERIALS AND
EQUIPMENT OF ANY LONG LEAD TIME ITEMS, THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL
WORKMEN SHALL COORDINATE IN ADVANCE, THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES.
RESPONSIBILITY FOR LACK OF COORDINATION AND PROBLEMS CAUSED BY THIS LACK OF COORDINATION
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL TRADES INVOLVED.
SECTION 310,5, GROUP R-3, (RESIDENTIAL)
PROPOSED CONSTRUCTION AREAS AND DESCRIPTION:
LIVING AREA ADDITION 520 S.F.
VICINITY MAP
C.B.C. CONSTRUCTION TYPE:
TYPE VB
OCCUPANT LOADING
ANALYSIS IS BASED UPON C.B,C. TABLE 1004.1.2
TOTAL OCCUPANTS IN RESIDENTIAL AREA: 1 PER 200 Pf = 3
EXITING
2 EXITS - 1 FRONT DOOR AND 1 REAR DOOR
BEDROOMS ARE PROVIDED WITH
EMERGENCY EXITING THRU WINDOWS PER
CBC (SECTION 1029) MAX SILL HT. OF 44"
AND MIN. OPENING OF 20" WIDE x 24" HIGH
C06E SUMMARY
DESIGN CRITERIA
1, TYPICAL GRAVITY LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:
ROOF DL = 15 psi
ROOF LL = 20 psf
PLANNING NOTE:
1. THIS PROJECT IS LOCATED WITHIN THE 'STATE RESPONSIBILITY AREA"
AND IS REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM WHICH WILL BE A
DEFERRED APPROVAL ITEM.
2 WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING
013 CBC CRITERIA
BASIC WIND SPEED = 85 mph (3 -second gust)
3. SEISMIC LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING
2013 CBC CRITERIA
IMPORTANCE FACTOR = 1.0
OCCUPANCY CATEGORY = I
SITE CLASS = D
SPECTRAL RESPONSE COEFFICIENTS:
SM = 0.50g< Sm <0.75G
SEISMIC DESIGN CATEGORY = D
FOUNDATIONS
FOUNDATION DESIGN S BASED ON SITE CLASS 5 MATERIAL PER TABLE 1806.2, WITH A
MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1,500 psf.
ALL NEW FOUNDATIONS SHALL BE CAST ON UNDISTURBED SOIL EXCAVATED TO A DEPTH
OF NOT LESS THAN 12 INCHES BELOW NATURAL GRADE PER SECTION R403.1.4 OF THE 2013
CRC. j FOUNDATIONS SHALL NOT BE CAST ON FILL DIRT.
ALL t EW FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE TO BE
SUBJECTED TO INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO
PLACEMENT OF CONCRETE.
MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2500psi @ 28 DAYS
BUTTE
COUNTY
DEC 12 2016
DEVELOP)AENT
SERVICES
6 1 14�7. 0 �,� 0
SHT. CONTENTS
ARCHITECTURAL
A0.1
ARCHITECTURAL COVER SHEET
A0.2
CALGREEN RESIDENTIAL MANDATORY MEASURES
A1,1
OVERALL SITE PLAN
A2.1
FOUNDATION & FLOOR FRAMING PLANS
A2.2
ROOF FRAMING & ELECTRICAL PLANS
A3.1
EXTERIOR ELEVATIONS AND BUILDING SECTIONS
BUTTE COUNTY DEVELOPMENT SERVICES
n
CODE 'COMPLIANCE
DATES C•% �' BY /
STRUCTURAL
S1
STRUCTURAL COVER SHEET
S4.1
TYPICAL FOUNDATION SECTIONS & DETAILS
S6.1
TYPICAL FRAMING SECTIONS & DETAILS
PERMIT#�
BUTTE COUNTY DEVELOPMENT SERVICES
n
CODE 'COMPLIANCE
DATES C•% �' BY /
ATTACHMENTS
1 MANUFACTURED TRUSS CALCULATIONS
2 1 ENERGY COMP! IAN( -.F REPORT - TITI r: W
i
PLAN SYMBOLS AND GRAPHICS LEGEND GENERAL NOTES .DESIGN CRITERIA DRAWING INDEX
INSPECTOR INSPECTOR I DIVISION 4.4 Material Conservation and Resource Efficiency INSPECTOR I Table 4,504,1 -ADHESIVE VOC LIMIT' 12 INSPECTOR Table 4.504,5 - FORMALDEHYDE LIMITS'
SIGNOFF 11 CHAPTER 4 1 1 SIGNOFF I SIGNOFF (Less Water and Less EXEMPT Compounds in Grams per Liter) SIGNOFF (Maximum Formaldehyde Emissions In Parts per Million)
ARCHITECTURAL APPLICATIONS
I RESIDENTIAL MANDATORY MEASURES I
Q
INAUM
LJ AII\ I CIY
LJiCIYI
4.'4u0 ClrnAIYVCU uu RADILII T A19LJ ICCut.
4.406.1 Rodent proofing
Carpet pad ed heslves
50
Outdoor carpet adhesives
150
Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior
100
Rubber floor adhesives
DIVISION 4.1 Planningand Design
g
Subfloor adhesives
walls shall be protected against the passage of rodents by closing such openings with cement mortar,
Ceramic tie adhesives
65
VCT and asphalt the adhesives
50
concrete masonry or a similar method acceptable to the enforcing agency.
50
Cove base adhesives
4.106 SITE DEVELOPMENT
4,106.2 Storm water drainage and retention during construction
MuBi u e construction adhesives
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
adhesives
100
Projects which disturb less than one acre of soil and are not part of a larger common plan of development
5D
4.408.1 Construction waste management
Recycle and/or salvage for reuse a minimum of 50 percent of the nonhazardous construction and
1.28 gallonsiflush
PVC weld
which In total disturbs one acre or more, shall manage storm water drainage during construction. In order
CPVC weld)
demolition waste in accordance with either Section 4.408.2 or 4.408.4, or meet amore stringent local
ABS weld
325
to mange storm water drainage during construction, one or more of the following measures shall be
4.201 GENERAL
construction and demolition waste management ordinance
550
adhesive
Implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site.
-Conlad
r
Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not
be enclosed when the framingmembers exceed 19 percent moisture content. Moisture content shall be
jtruclural w member h
14
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In
Exceptions:
1. Excavated soil and land -clearing debris.
500
Metal to metal
2. Where storm water Is conveyed to a public drainage system, collection point, glltlor or simllar
disposal method, water shall be filtered by use of a barrier system, wattle or outer method approved
Plastic foams
2. Alternate waste reduction methods developed by working with local agencies if diversion or
Porous material (except wood)
50
by the enforcing agency.
30
recycle facilities capable of compliance with thls Item do not exist or are not located reasonably
50
Roof coatings
3. Compliance with a lawfully enacted storm water management ordinance.
Rust preventive coatings
close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
Shellacs
clear
Onaoue
730
550
S I rimers sealers and undercoaters
350 100
jobsites are located In areas beyond the haul boundaries of the diversion facility.
250
Stone consolldards
4.106.3 Grading and paving
[3
4.408.2 Construction waste management plan
Submit a construction waste management plan in conformance with items 1 through 5. the construction
Traffic marking coatings
100
The site shall be planned and developed to keep surface water from entering buildings, Construction plans
420
waste management plan shall be updated as necessary and shall be avallable during construction for
250
Wood coatings
shall Indicate how the site grading or drainage system will manage surface water flows. Examples of
Wool preservatives
examination by the enforcing agency
methods to manage surface water include, but are not limited to, the following:
documentation or special inspection is necessary to verify compliance, that method of compliance will be
O, V O
CO N
4.504,5.1 Documentation:
specified in the appropriate section or identified applicable checklist.
1. Identify the construction and demolition waste materials to be diverted from disposal by
Verification of compliance with this section shall be provided as requested by the enforcing agency.
1, Swales
2. Water collection and disposal systems
recycling, reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site (source -separated)
-0
3. french drains
1. Product certifications and specifications
13 2. Chain of custody certifications
or bulk mixed (single stream)
4. Water retention gardens
REVIEWED FOR
3. Identify the diversion facility where the construction and demolition waste material will be taken,
Titlel7, Section 93120, et seq.).
5. Other water measures which keep surface water away from buildings and aid in groundwater
9
4. Identify construction methods employed to reduce the amount of construction and demolition
4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood
Association, the Australian AS/NZS 2269 or the European 636 3S standards.�_
ARCHITECTURAL APPLICATIONS
CURRENT VOC LIMIT
Indoor carpet adhesives
50
Carpet pad ed heslves
50
Outdoor carpet adhesives
150
Wood flooring adhesive
100
Rubber floor adhesives
60
Subfloor adhesives
50
Ceramic tie adhesives
65
VCT and asphalt the adhesives
50
Drywall and nal adhesives
50
Cove base adhesives
50
MuBi u e construction adhesives
70
adhesives
100
_UW2Wa=a
roof m n adhesives not 3oocillcalN listed
5D
SPECIALTY APPLICATIONS
1.28 gallonsiflush
PVC weld
510
CPVC weld)
490
ABS weld
325
Plastic cement welding250
4.201 GENERAL
Adhesive 'mer for plastic
550
adhesive
Table 4.504.2 -SEALANT VOC LIMIT
-Conlad
r
Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not
be enclosed when the framingmembers exceed 19 percent moisture content. Moisture content shall be
jtruclural w member h
14
Tnn and trim adhenlvp
satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In
SUBSTRATE SPECIFIC APPLICATIONS
500
Metal to metal
30
Plastic foams
50
Porous material (except wood)
50
Wood
30
FI lass
50
1. Values In this table are derived from those specified by the California Air Resources Board, Air Toxins Control Measure for Composite Wood as
tested In accordance with ASTM E 1333, For additional Information, see Calif. Code of Regulations, Title 17, Sections 93120 through 93120.12.
2. Thin medium density fiberboard has a maximum thickness of 5/16 Inch (8 mm).
4,505 INTERIOR MOISTURE CONTROL
4.505.1 General:
Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 Concrete slab foundations -
Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19 or
concrete slab on ground floors required to have a vapor retatder by the California residential Code,
Chapter 5, shall also comply with this section,
4,505,2.1 Capillary break:
A capillary break shall be Installed In compliance with at least one of the following:
1. A 4 -inch (101,6 mm) thick base of 1/2 inch (12,7mm) or larger clean aggregate shall be provided
with a vapor barrier in direct contact with concrete and a concrete mix design, which will address
bleeding, shrinkage, and curling, shall be used. for additional Information, see American Concrete
Institute, ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
recharge
PRODUCT CURRENT LIMiT JANUARY 1, 2012 JULY 1, 2012
waste generated.
Showerheads, residential
Hardwood plywood veneer core 0.05
Hardwood plywood composite care 0.05 0.05
Particleboard 0.09
Medium density fiberboard 0.11
Thin medium density fiberboard' 0.13 0.13
1. Values In this table are derived from those specified by the California Air Resources Board, Air Toxins Control Measure for Composite Wood as
tested In accordance with ASTM E 1333, For additional Information, see Calif. Code of Regulations, Title 17, Sections 93120 through 93120.12.
2. Thin medium density fiberboard has a maximum thickness of 5/16 Inch (8 mm).
4,505 INTERIOR MOISTURE CONTROL
4.505.1 General:
Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 Concrete slab foundations -
Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19 or
concrete slab on ground floors required to have a vapor retatder by the California residential Code,
Chapter 5, shall also comply with this section,
4,505,2.1 Capillary break:
A capillary break shall be Installed In compliance with at least one of the following:
1. A 4 -inch (101,6 mm) thick base of 1/2 inch (12,7mm) or larger clean aggregate shall be provided
with a vapor barrier in direct contact with concrete and a concrete mix design, which will address
bleeding, shrinkage, and curling, shall be used. for additional Information, see American Concrete
Institute, ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
At a minimum, meet the California Energy Code (Title 24, Part 6) as established by the Califomia
Energy Commission. Note: The owner or contractor may make the determination If the construction and demolition
waste materials will be diverted by a waste management company.
DIVISION 4.3 Water Efficiency and Conservation Q 4.408.4 Waste stream reduction alternative
Projects that generate a total combined weight of construction and demolition waste disposed of in
4.303 INDOOR WATER USE landfills, which do not exceed four (4) lbs/sq. ft. of the building area shall meet the minimum 50 percent
Q 4,303.1 Water conserving plumbing fixtures and fittings construction waste reduction requirement in Section 4.408,1
Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the
table below. Q 4.410 BUILDING MAINTENANCE AND OPERATION
Table -WATER USE 4.410.1 Operation and maintenance manual
At the time of final Inspection, a manual, compact disc, web -based reference or other media acceptable to
II b I d' th b 'Id'
FIXTURE TYPE
recharge
DURATION
waste generated.
Showerheads, residential
2.0 gpm @ 80 psi
8 min.
3. A slab design specified by a licensed design professional.
Lavatory faucets, residential
1.5 gpm @ 60 psi
.25 min.
3
5. Specify that the amount of construction and demolition waste materials diverted shall be
1.8 gpm @ 60 psi
1. Han adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed.
1
(REFER TO <SHEET><DETAIL><SPECIF/CATION> 1
1.8 gpm @ 60 p51
Modified blluminous
500
Gravity tank4ype water closets
calculated by weight or volume, but not by both.
1 flush
2. For additional Information regarding methods to measure the VOC content specified In this table, see South Coast Air Quality Management District
Flushomeler tank water closets
1.28 gallonslflush
1 flush
1 makd 3 female
DIVISION 4.2 Energy Efficiency
1.28 gallonsiflush
4.408.3 Waste management company
1 male) 3 female
Rule 1168.
1.28 gallonsMush
4.505.3 Moisture content of building materials:
1 mail 3 female
Urinals
4.201 GENERAL
u
Utilize a waste management company, approved by the enforcing agency, which can provide vedflable
Industrial maintenance coain s
Table 4.504.2 -SEALANT VOC LIMIT
Low solids coatinas'
Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not
be enclosed when the framingmembers exceed 19 percent moisture content. Moisture content shall be
Maunesite cement coons
Q
4.201.1 Scope Minimum standards for energyefficiency)
p ( y)
satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In
documentation that the percentage of constriction and demolition waste material diverted from the landfill
complies with Section 4.408.1
500
(Less Water and Less EXEMPT Compounds In Grams per Liter)
250
verified in compliance with the fallowing:
420
At a minimum, meet the California Energy Code (Title 24, Part 6) as established by the Califomia
Energy Commission. Note: The owner or contractor may make the determination If the construction and demolition
waste materials will be diverted by a waste management company.
DIVISION 4.3 Water Efficiency and Conservation Q 4.408.4 Waste stream reduction alternative
Projects that generate a total combined weight of construction and demolition waste disposed of in
4.303 INDOOR WATER USE landfills, which do not exceed four (4) lbs/sq. ft. of the building area shall meet the minimum 50 percent
Q 4,303.1 Water conserving plumbing fixtures and fittings construction waste reduction requirement in Section 4.408,1
Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the
table below. Q 4.410 BUILDING MAINTENANCE AND OPERATION
Table -WATER USE 4.410.1 Operation and maintenance manual
At the time of final Inspection, a manual, compact disc, web -based reference or other media acceptable to
II b I d' th b 'Id'
FIXTURE TYPE
FLOW RATE
DURATION
DAILY USES OCCUPANTS
Showerheads, residential
2.0 gpm @ 80 psi
8 min.
1
Lavatory faucets, residential
1.5 gpm @ 60 psi
.25 min.
3
Kitchen faucets
1.8 gpm @ 60 psi
4 min.
1
Replacement aerators
1.8 gpm @ 60 p51
Modified blluminous
500
Gravity tank4ype water closets
1.28 gallonslflush
1 flush
1 male/ 3 bmnele
Flushomeler tank water closets
1.28 gallonslflush
1 flush
1 makd 3 female
Flushometer valve water closets
1.28 gallonsiflush
1 flush
1 male) 3 female
Electromechanical hydraulic water closets
1.28 gallonsMush
1 flush
1 mail 3 female
Urinals
ga on us
u
male
the enforcing agency which Includes all of the following sol a e p ace in a ul Ingn
SEALANTS
CURRENT VOC LIMIT
Architectural
250
Marine deck
760
Nonmembrane roof
300
Roadway
250
S le roof membrane
450
Other
420
SEALANT PRIMERS
Flushometer tank water closets
Architectural
Nonporous
Porous
250
775
Modified blluminous
500
Marine deck
750
Other
750
1. Moisture content shall be determined with elther a probe -type or contact -type moisture meter.
Equivalent moisture verification methods may be approved by the enforcing agency and shall
satisfy requirements found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade
stamped end of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with
documentation acceptable to the enforcing agency provided at the time of approval to enclose the
wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to
dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the
manufacturers' drying recommendations prior to enclosure.
C) 4.506 INDOOR AIR QUALITY AND EXHAUST
4,506.1 Bathroom exhaust fans:
1. Directions to the owner or occupant that the manual shall remain wtth the building throughout the Each bathroom shall be mechanical ventilated and shall comply with the following:
lifeit cycle of the structure. 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by
2. Operation and maintenance instructions for the following: a humidity control.
a. Equipment and appliances, Including water -saving devices and systems, HVAC systems, Table 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2 3
water -heating systems and other major appliances and equipment. (Grams OF voc per Liter of Coating, Less Water and less Exempt Compounds) a. Humidity controls shall be capable of adjustment between a relative humidity range of 50 to a
b. Roof and yard drainage, including gutters and downspouts. maximum of 80 percent. A humidity control may utilize manual or automatic means of
c, Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
Fixture a er sit - Flow rateXDurationX ccupan s y uses e. Water reuse systems.
Q 4.303.1.3.2 Multiple showerheads serving one shower 3. Information from local utility, water and waste recovery providers on methods to further reduce
When a shower fixture Is served by more than one showerhead, the combined flow rate of all the resource consumption, including recycle programs and locations.
showerheads shall not exceed 2.0 gpm @ 80 psi, or the shower shall be designed to allow only one
shower outlet to be in operation at a time. 4. Public transportation and/or carpool options available in the area.
Note: A hand-held shower shall be considered a showerhead. 5. 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,
6. Information about water -conserving landscape and irrigation design and controllers which
Conserve Water.
Table 4.303.2 - FIXTURE FLOW RATE
7. Instructions for maintaining gutters and downspouts and the Importance of diverting water at
FIXTURE TYPE
FLOW RATE
MAXIMUM FLOW RATE AT 2 20 PERCFNT REDIICTrN
Showerheads
2.5 gpm @ 80 psi
29pm @ 80 psi
Lavatory faucets, residential
2.2 gpm @ 60 psi
2gpm @ 80 psi`
Kitchen faucets
2.2 gpm @fig psi
2gpm @ 80 psi
Gravity tank -type water closets
1.6 gallons/flush
1.28 gallons/flush'
Flushometer tank water closets
1.6 gallons/Nush
1.28 gallons/flush'
Flushometar valve water closets
1.6 gallonslflush
1.28 gallons/flush'
Electromechanical hydraulic water closets
1.6 gallonslflush
1.28 gallonalflush'
Urinalsga
on us
gallonfflush
least 5 feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this [ California
Green Building Standards] code.
DIVISION 4.5 Environmental Quality
1. Includes single and dual flush water closets with an effective flush of 1.28 gallons or less.
2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psl• 4.503 FIREPLACES
4.503.1 General i
4.303.3 Plumbing fixtures and fittings Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or
Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall meet the pellet stove shall comply with U.S. EPA Phase II emission limits where applicable. Woodstoves, pellet
stoves and fireplaces shall also comply with applicable local ordinances.
standards referenced In Table 4.303.3.
(REFER TO <SHEET><DETAIL><SPECIFICATION> ) 4.504 POLLUTANT CONTROL
4,504.1 Covering of duct openings and protection of mechanical equipment during construction
At the time of rough installation or during storage on the construction site and until final startup of the
heating and cooling equipment, all duct and other related air distribution component openings shall be
Table 4,303.2 - STANDARDS FOR PLUMBING FIXTURES AND FIXTURE FITTINGS covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the
amount of dust or debris which may collect in the system.
REQUIRED STANDARDS
Water closets (collets)-flushometer valve" single flush,
maximum flush volume
ASME A 112.19.2/CSA B45.1-1.20 gal (4.8 L)
Water closets (toilets) - flushometer valve -type dual flush,
maximum flush volume
ASME A 112.19.14 and U.S. EPA WaterSense Tank -Type High -Efficiency
Toilet Specification -1.28 gal (4.8 L)
Water closets (toilets) -tank type
U.S. EPA WaterSense Tank -Type High-Efflclency Toilet Specification
Urinals, maximum flush volume
ASME A 112.192/CSA 845.1 - 0.5 gal (1.9 L)
Urinals, nonwater urinals
ASME A 112.19.19 (vitreous china) ANSI Z124,9.2004 or IAPMO 2124.9 (plasm)
Public lavatory faucets:
Maximum lbw rate -0.5 gpm (1.9 L/min)
ASME A 112-18.1/CSA 0125.1
Public metering selfclosing faucets:
Maximum water use -0.25 gal (1.0 L) per mortaring cycle
ASME A 112.16.1/CSA 13125.1
Residential bathroom lavatory sink faucets:
Maximum flow rate -1.5 gpm (5.7 L/min)
ASME A 112.18.1/CSA B125.1
4,504.2 Finish material pollutant control
Finish materials shall comply with this section.
COATING CATEGORY
EFFECTIVE IIf=10 EFFECTIVE 11112012
Flat coatings
50
Nonflat coatings
100
Nonflat-high gloss coatings
150
Specialty Coatings
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,
Aluminum roof coatings
400
Basement specialty coatings
400
Bituminous roof coatings
50
Bituminous roof Mmers
350
Bond breakers
350
Concrete curing compound
350
Concreta/masonry sealers
100
Driveway sealers
50
Dry fou coutina5
150
Faux finishing coatings
350
Fire resistive coatings
350
Floor coatis s
100
Form -release compounds
250
Graphic arts coatis sin ints
500
Hinh temoerature coadnas
420
Industrial maintenance coain s
250
Low solids coatinas'
12
Maunesite cement coons
450
satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In
Metallic pigmented coatings
500
Multicolor coatings
250
Pretreatment wash prfiers
420
Primers, sealers, and undercoaters
100
Reactive penetrating sealers
350
Recycled coatings
250
Roof coatings
50
Rust preventive coatings
400 250
Shellacs
clear
Onaoue
730
550
S I rimers sealers and undercoaters
350 100
Stens
250
Stone consolldards
450
Swimming pool coatings
340
Traffic marking coatings
100
Tub and the refinish coatings
420
Waterproofing membranes
250
Wood coatings
275
Wool preservatives
350
adjustment.
b. A humidity control may be a separate component to the exhaust fan and Is not required to be
integral (ie, built-in).
Notes:
1. For purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower
combination,
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.
4,507 ENVIRONMENTAL COMFORT
4.507.1 Openings:
Whole house exhaust fans shall have insulated louvers or covers which dose when the fan is off.
Covers or louvers shall have a minimum insulation value of R-4.2.
113 4.507.2 Heating and air-conditioning system design:
Heating and air conditioning systems shall be sized, designed and have their equipment selected using
the following methods:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J-2004, ASHRAE
handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D-2009, ASHRAE handbooks or other
equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2004 or other
equivalent design so are or methods.
Exception: Use of alternate design temperatures necessary to ensure the systems function are
acceptable.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 Installer training:
systems HVAC system installers shall be trained and certified in the proper installation of HVAC s ys including
ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified
persons may perform HVAC installations when under the direct supervision and responsibility of a person
trained and certified to install HVAC systems or contractor licensed to Install HVAC systems. Examples of
acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs
2, Public utility training programs
3. Training programs sponsored by trade, labor or statewide energy consulting or verification
4.504,2.1 Adhesives, sealants and caulks
Adhesives, sealant and caulks used on the project shall meet the requirements of the following 1. Grams of VOC per Iterof ooa94
ng, Including water and Including exemptcompounds. organizations
standards unless more stringent local or regional air pollution or air quality management district rules 2. The specified limits remain In effect unless revised Imlis are listed In subsequent columns If the table. . Programs sponsored by manufacturing organizations
5. Other programs acceptable to the enforcing agency
apply: 3. Values In this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure,
1, Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall February 1, 2006. More Information Is available from the Air Resources Boat. 702.2 Special Inspection [HCD]:
comply with local or regional air pollution control or air quality management district rules where When required by the enforcing agency, the owner or the responsible entity acting as the owners agent
applicable or SCAOMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. shall employ one or more special inspectors to provide Inspection or other duties necessary to
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic substantiate compliance with this code. Special inspectors shall demonstrate competence to the
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and 4.504.3 Carpet systems satisfaction of the enforcing agency for the particular type of Inspection or task to be performed. In
tricloroethylene), except for aerosol products, as specified in Subsection 2 below. All carpet installed in the building interior shall meet the testing and product requirements of one of the addition to other certifications or qualifications acceptable to the enforcing agency, the following
certifications or education may be considered by the enforcing agency when evaluating the qualifications
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
following.
1. Carpet and Rug Institute's Green Label Plus Program.
2. California Department of Public Health "Standard Method for the Testing and Evaluation of Volatile
of a special inspector:
4.304 OUTDOOR WATER USE
units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
Organic Chemical Emissions from Indoor Sources Using Environmental Chamber," Version 1.1,
February2010 (also known as Specification 01350.)
1. Certification by a national or regional green building program or standard publisher
2, Certification by a statewide energy consulting or verification organization, such as HERS raters,
Q 4.304.1 Irrigation Controllers
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,
3. NSF/ANSI 140 at the Gold level. I
building performance contractors, and home energy auditors.
Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of
commencing with section 94507.
4• Scientific Certifications Systems Indoor Advantage TN Gold.
3. Successful completion of a third party apprentice training program In the appropriate trade
final Inspection shall comply with the following:
LO
4. Other programs acceptable to the enforcing agency
1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust
4.504.2.2 Paints and coatings
Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural
4.504.3.1 Carpet cushion I
All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug
Notes:
irrigation in response to changes in plants' needs as weather conditions change.
2. Weather -based controllers without integral rain sensors or communication systems that account
Suggested Control Measure, as shown In Table 4.504.3, unless more stringent local limits apply. The
VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed
Institute Green Label program.
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this Code.
for local rainfall shall have a separate wired or wireless rain sensor which connects or
in Table 4.504.3 shall be determined by classifying the coating as a flat, Nonflat or Nonflat-High Gloss
4.504.3.2 Carpet adhesive
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
communicates with the controller(s). Soil moisture -based controllers are not required to have
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air
Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High
All carpet adhesive shall meet the requirements of Table 5.504.1.
homes in California according to the Homes Energy Rating System (HERS).
rain sensor input.
Gloss VOC limit in Table 4.504.3 shall apply.
4.504.4 Resilient flooring systems:
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's
4.504.2.3 Aerosol paints and coatings
Where resilient flooring Is Installed, at least 80 percent of floor area receiving resilient flooring shall comply
with one or more of the following:
agent shall employ one or more special inspectors to provide inspection or other duties necessary to
substantiate compliance with this code. Special inspectors shall demonstrate competence to the
(REFER TO <SHEET><DETAIL><SPECIFICATION>
Aerosol paints and coatings shall meet the Product -Weighted MIR Limits for ROC in Section 94522(a)(3)
satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In
and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting
substances, In Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing
1. VOC emission limits defined In the Collaborative for High Performance Schools (CHPS) High
addition, the special inspector shall have a certification from a recognized state, national or international
association, as determined by the local agency. The area of certlflcatlon shall be closely related to the
with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District
additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49.
Performance Products Database.
2. Products compliant with CHPS crlterla certlfled under the Greenguard Children & Schools program.
primary job function, as determined by the local agency.
�
3. Certification under the Resilient Floor Covering Insitute (RFCI) Floorscore program.
4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
4.504.2.4 Verification
Verification of compliance with this section shall be provided at the request of the enforcing agency.
Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chamber," Version
project they are inspecting for compliance with this code.
Documentation may include, but is not limited to, the following:
1.1, February 2010 (also known as Specification 01350.)
In L)
1. Manufacturer's product specification.
4.504.5 Composite wood products:
Hardwood plywood, particleboard and medium density fiberboard composite wood products used on
703 VERIFICATIONS
703.1 Documentation:
l&i
2. Field verification of on-site product containers.
the interior or exterior of the building shall meet the requirements for formaldehyde as specified in
Documentation used to show compliance with this code shall Include but is not limited to, construction
IQ
ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates
documents, plans, specifications, builder or installer certification, inspection reports, or other methods
specified in those sections, as shown in Table 4.504.5.
acceptable to the enforcing agency which demonstrate substantial conformance. When specific
documentation or special inspection is necessary to verify compliance, that method of compliance will be
O, V O
CO N
4.504,5.1 Documentation:
specified in the appropriate section or identified applicable checklist.
(REFER TO <SHEE7><DETAIL><SPECIF/CATION> 1
Verification of compliance with this section shall be provided as requested by the enforcing agency.
Documentation shall Include at least one of the following:
-0
1. Product certifications and specifications
13 2. Chain of custody certifications
PERMIT #
BUTTE COUNTY DEVFLOPMENT SERVICES
3. product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR,
REVIEWED FOR
Titlel7, Section 93120, et seq.).
CODE COMPLIANCE
9
4. Exterior grade products marked as meeting the PS -1 or PS -2 standards of the Engineered Wood
Association, the Australian AS/NZS 2269 or the European 636 3S standards.�_
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CALGREEN RESIDENTIAL
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OVERALL SITE PLAN
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EXISTING OR NEW TREE
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FIBER ROLL DETAILS
SEDIMENT CONTROL
PERMIT #�
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODrE'COMPLIANCE
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OVERALL
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LONGITUDINAL
EXTERIOR SIDING o/
BLDG PAPER o/ SHT'G.
(E) 2x P.T. SI LL -
ANCHOR PER —
BRACED WALL
SCHED. NOTE #6
SLAB DOWELS
SEE VS4.1
#4 VERT. 0 36"ac.
LAP w/ SLAB DOWELS
EMBED 8" MIN, INTO p °
(E) CONC. FOUND. °
w/ SIMPSON SET -XP
EPDXY ADHESIVE.
11
SECTION AT STEM WA
5036 SL
77 F
BEDROOM
CARPET
8
A3.1
TRANSVERSE
F T—
/
L-v00�
N I�BATHROO
CLOSET VINYL
CARPET
L_� ko
2630 SL
NEW ADDITION
10'-0"
26'-0"
—F — —
22'530" MIN.
ATTIC
ACCESS
(CRC R807.1)
PROVIDE FIRE RATED
3068 DOOR w/ SELF
CLOSER
(N) ADDITION (E) STORAGE
E �
RAISED Q
SCALE NONE
BRACED WALL SCHEDULE
BRACED WALL NOTES
WALL MARK
O1
O2
O3
1. BRACED WALL LATERAL LOAD RESISTING PANELS ARE TO BE IN CONFORMANCE WITH THE
7
CONVENTIONAL LIGHT -FRAME CONSTRUCTION PROVISIONS OF THE 2013 CBC, SECTION 2308.
SHEATHING
9/32" PLYWD
SIDING
3/8" CD -X
PLYWOOD
/8" CD-
SIDE
2. VERTICAL STUD SPACING SHALL NOT EXCEED 24" o.c.
3. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS.
EDGE NAILING
8d's a 610.0,
8d's 0 610.0.
8c'\* o.0.
4. HORIZONTAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER BLOCKING OF EQUAL
SIZE TO THE STUDDING.
FIELD NAILING
8d's 0 12"ac.
8d's 0 12"ac.
8d's vzo.c.
5. SILL PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE
TO THE FRAMING ABOVE IN ACCORDANCE WITH 2013 CBC, TABLE 2304.9.1
MINIMUMCONNECTED
PANEL LENGTH
z-8�
�
6. SILL PLATES SHALL BE BOLTED TO THE FOUNDATION OR SLAB WITH 1/00 x T' MINIMUM
SPACED NOT MORE THAN 6!-U'Oa 'APART, WITH A MINIMUM OF TWO BOLTS
MAXIMUMEMBEDMENT,
0' 0'
PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH
PANEL HEIGHT
END OF PIECE, U.O.N. IN SCHEDULE
7. ALTERNATE BRACED WALL PANEL PER 2013 CBC, SECTION 2308,9,3.1 PANEL SHALL BE
ANCHOR BOLT
61-910.0.
2 AT
3 AT
N0. &SPACING
MAX
1/4 -POINTS
/5 -POINT
SUPPORTED DIRECTLY ON A FOUNDATION OR ON FLOOR FRAMING SUPPORTED DIRECTLY
ON A FOUNDATION. DO NOT CONSTRUCT OVER A CRIPPLE WALL
TIE -DOWN
N/A
HDU2
PHD2
DEVICE EA END
(E) STORAGE
- 00
000 {
— VERIFY (E) WATER HEATER IS INSTALLED,
ANCHORED AND VENTED PER (2013 C.P.C)
RAISE (E) BUILDING TO MATCH NEW ADDITION
CONTRACTOR TO PROVIDE MEANS AND
BRACING OF LIFTING STRUCTURE
ON -91
PROVIDE 16x24" UNDER FLOOR ACCESS
OPENING IN STEM WALL, AVOID BRACED
WALL PANEL LOCATIONS
FLOOR SHEATHING LAYOUT.
1. SEE SHEET Sl FOR GENERAL STRUCTURAL NOTES, SEE SHEET S4.1 FOR
TYPICAL FOUNDATION DETAILS.
2. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL OR q� OF COLUMN, U,O.N.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS.
a CONTRACTOR TO VERIFY BEARING ON NATIVE SOIL OR ENGINEERED FILL.
VERIFICATION OF ALLOWABLE SOIL BEARING CAPACITY IS THE RESPONSIBILITY
OF THE OWNER AND/OR CONTRACTOR.
(1500 psf ALLOWABLE SOIL BEARING PRESSURE ASSUMED)
4. CONTRACTOR TO COORDINATE ALL HOLD DOWN POST & BOLT LOCATIONS
W/ FLOOR PLAN & WALL FRAMING PRIOR TO PLACING CONCRETE
5. ALL HEADERS AT EXTERIOR AND BEARING WALLS TO BE 46 D.F, #2 U.O.N. ON PLAN,
HEADERS 6'-0" OR LESS MAY BEAR ON SINGLE 2x TRIMMER. HEADERS SPANNING
OVER 6-0" SHALL BEAR ON MINIMUM OF (2) 2x TRIMMERS.
�+ —INDICATES WOOD POST
6
® E—INDICATES HOLD DOWN w/ DBL 2x POST U.O.N., SEE PLAN & 9/S41
TYPICAL EXTERIOR WALL - 2x4 STUDS AT 16"o.c. w/ R-15 BATT
t „ INSULATION, EXTERIOR SHEATHING SHALL BE APA RATED OVER WALL
FRAMING, BRACED WALL SCHEDULE INDICATES BRACED WALL MARK
1 (SEE SCHEDULE THIS SHIT.) & SIDE OF WALL TO RECEIVE SHEATHING,
INDICATES MINIMUM LENGTH OF BRACED WALL
ALL DOORS SHALL BE PLACED 4" OFF NEAREST PERPENDICULAR
WALL UNLESS DIMENSIONED OTHER WISE.
CENTER ALL WINDOWS ON INTERIOR FACE OF WALL UNLESS
DIMENSIONED OTHERWISE.
ALL HEADS SHALL OCCUR AT 6'-8" AFF. UNLESS NOTED OTHERWISE.
INTERIOR WALL - 2x4 STUDS AT 16'o,c. FILL ALL VOIDS WITH SOUND
INSULATION. FOR CONNECTION DETAIL WITH EXTERIOR WALL SEE
7/S6.1
EDGE OF ROOF EAVE- SEE ROOF FRAMING PLAN
3070 INDICATES DOOR SIZE EXAMPLE: &-0" WIDTH x 7-0" HEIGHT
3050 INDICATES WINDOW SIZE EXAMPLE: 3-0" WIDTH x 5'-0" HEIGHT
1 HOUR RATED WALL:
1HR OCC ASSEMBLY PER CRC TABLE R302.6 - APPLY 1/2" GYP. BD. TO
STORAGE SIDE FACE OF (E) STUDS FROM STORAGE FIN, FLOOR TO
ROOF SHEATHING,
PLAN NOTES
SCALE: NONE
PROPOSED FLOOR PLAN �.� V<..� � PROPOSED FOUNDATION AND FLOOR FRAMING PLANS �� v= -,a
S
SINGLE POLE LIGHT SWITCH. QUITE STYLE AS MFR, BY
LEVITON OR EQUAL COLOR BY OWNER.
S3
3 WAY LIGHT SWITCH. COLOR BY OWNER
=E)
STANDARD DUPLEX RECEPTACLE
N
MIN. 30 AMP 220 volt RECEPTACLE
—B
SINGLE OUTLET RECEPTACLE (DEDICATED CIRCUIT)
SPLIT RECEPTACLE OR SWITCHED OUTLET
GRE)
G,F.I. OUTLET
=0
FOURPLEX RECEPTACLE
1A�
EXTERIOR DUPLEX OUTLET
A
PHONE JACK
VOICE/ DATA
OTELEVISION
JACK LOCATION
CEILING MOUNTED EQUIPMENT
® 4" RECESSED INCANDESCENT LIGHT FIXTURE
Q CEILING MOUNTED DUPLEX RECEPTACLE
HARD WIRED SMOKE DETECTOR WITH BATTERY BACK UP
® I
CEILING MOUNTED EXHAUST FAN
PROVIDE SUPPORT & WIRE FOR CEILING FAN
WITH SURFACE MOUNTED LIGHT FIXTURE
O
WALL MOUNTED LIGHTING FIXTURE
SURFACE MOUNTED CEILING LIGHT,CENTER LIGHT IN ROOM
ELECTRICAL NOTES
ARC FAULT CIRCUIT -INTERRUPTER PROTECTION TO ALL 120v, SINGLE
PHASE, 15 & 20amp BRANCH CIRCUITS SUPPLYING OUTLETS IN
DWELLING PER 210,12(A) OF THE 2013 CEC.
ALL 125v, SINGLE PHASE, 15 & 20amp RECEPTACLES SHALL BE
LISTED TAMPER-RESISTANT IN DWELLING PER THE 2013 CEC.
LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES TO BE LABELED
"SUITABLE FOR DAMP LOCATION" PER THE 2010 CEC ART. 410.10 (A) & (D).
BATHROOM RECEPTICALS TO BE SUPPLIED BY AT LEAST ON 20amp
BRANCH CIRCUIT, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS
PER 2013 CEC Art. 210.11 (C) (3)
ALL PORTIONS OF THIS DRAWING ARE SUBJECT TO THE 2013 EDITION
OF THE CALIFORNIA ELECTRICAL CODE
ALL WIRE SHALL BE INSTALLED IN WALL STUD BAYS OR ATTIC WHEN POSSIBLE.
ALL CEILING MOUNTED FANS SHALL HAVE DIMMER CONTROLLED
LIGHTS. PROVIDE MOTOR CONTROL RATED SWITCHING FOR EACH FAN,
G.C. TO COORDINATE FIXTURE SELECTION AND PRICING WITH OWNER
ONLY SPECIAL OUTLETS HAVE BEEN DEPICTED ON THIS PLAN. GENERAL
CONVENIENCE OUTLETS SHALL BE INSTALL SO THAT NO POINT ON ANY
WALL IS MORE THAN U-0" AWAY FROM ANY OUTLET. THIS APPLIES TO
ANY WALL OVER 2-0" IN LENGTH. FOR ADDITIONAL INFORMATION SEE
ARTICLE 210.52 OF THE 2013 CALIFORNIA ELECTRICAL CODE.
i
ALL OUTDOOR AND GARAGE OUTLETS SHALL BE PROVIDED WITH G.F.I.
PROTECTION IN COMPLIANCE WITH CALIFORNIA ELECTRICAL CODE.
ALL WIRE SHALL BE 12 GA COPPER, INSTALL ALL WIRE ON 20 GA.
CIRCUIT WITH MAXIMUM NUMBER OF OUTLETS ON ANY GIVEN
CIRCUIT NOT TO EXCEED 12
SPECIAL APPLIANCES ARE SHOWN WITH A SINGLE OUTLET SYMBOL
AND SHALL BE SERVED BY A DEDICATED CIRCUIT
ALL ELECTRICAL BOXES SHALL BE PLASTIC NAIL ON TYPE IF THE
CONTRACTOR CHOOSES TO USE METAL BOXES FOR A SPECIFIC
LOCATION, THE BOX SHALL BE GROUNDED IN COMPLIANCE WITH THE
C.E.C.
PROVIDE 11/4" P.V.C. CONDUIT STUBBED THROUGH THE PLATE LINE &
ATTACHED TO A ROOF RAFTER FOR ALL LOW VOLTAGE OUTLETS.
(PHONE AND TV)
LOW VOLTAGE LINES WITHIN THE GARAGE (IRRIGATION AND DOOR
SENSORS) SHALL BE INSTALLED PRIOR TO INSTALLATION OF GYP. BD.
FIRE CAULK ALL PENETRATIONS INTO OCCUPANCY SEPARATION
WALL
7 7
11
S6,1
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0
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I SEE SHEET S1 FOR GENERAL STRUCTURAL NOTES.
SEE SHEET S6.1 FOR TYPICAL FRAMING DETAILS. SEE 6/S6,1 FOR ROOF
DIAPHRAGM NAILING REQUIREMENTS,
2. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL OR q OF COLUMN, U,O,N.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS,
3. ALL HEADERS AT EXTERIOR AND BEARING WALLS TO BE 46 D.F. #2 U.O.N. ON PLAN.
HEADERS 6-0" OR LESS MAY BEAR ON SINGLE 2x TRIMMER, HEADERS SPANNING
OVER 6-0" SHALL BEAR ON MINIMUM OF (2) 2x TRIMMERS,
ALL HEADS SHALL OCCUR AT 6'-8" AF.F. UNLESS NOTED OTHERWISE
Q 1
� %j -
�'PLAN NOTES
ROOF SHT'G, LAYOUT
USE 1/2" APA RATED
EXT. GLUE SHT'G NAILED
w/ 8d's 0 6"o.c. E.N,,
12"o.c. F.N.
12
S6.1
CS14 x 4'-0" STRAP
FROM (E) TOP RS
TO (N) WALL P ft's
SEE 12
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SCALE: NONE
4x6 HDR I
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(N) ADDITIO (E) STORAGE TO (N) WALL TOP R's
E SEE
ROOF FRAWNG PLAN
" NOTES ON VENTILATION;
PERMIT# ��('ATTICS ARE REQUIRED TO BE VENTED AT THE RATIO OF 1 SQUARE FOOT PER 300 SQUARE FEET
13UTI'E COUNTY DEVELOPMENT SERVICES OF ATTIC AREA THE TOTAL AREA OF ATTIC IS 320 SQUARE FEET, THIS REQUIRES 1.06 SQUARE
REVIEWED FOR FEET OF VENTING. EACH RAFTER VENT PROVIDES ,69 SQUARE FEET.
CODE`COMPLIANCE
�- PROVIDE
E�'ATI✓--I��-J1� �:. ------ ----- �gy_::_
(1) 12" x 12" RECTANGLE GABLE END VENTS 1.0 SQ. FT. EACH
(4) RAFTER VENTS. DISTRIBUTE VENTS AROUND PERIMETER OF BUILDING. AVOID PLACING PROJECT
VENTS OVER BRACE WALL PANELS,
NORTH
4)7
1
ELECTRICAL FLOOR PLAN SCALE: 1/4" = 1-0" PROPOSED ROOF FRAMING PLAN SCALE: 1/4" = 1'-0"
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JOB NUMBER
14-021
ARCHITECTURAL
ROOF & ELECTRICAL PLANS
A2m2
SHEET NUMBER
17M�M STRAETAIL
SCALE V= Y-0"
11
S6.1
Jy +10'-0"
' PLATE HT. - -
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HEAD HT.
2x BLK'G @ 4'-0"o,a
(2 BAYS)
(yxll�
FIN FLOOR
NOTES ON VENTILATION:
UNDERFLOOR: (CRC R408.1)
UNDER -FLOOR AREAS ARE REQUIRED TO BE VENTED AT A RATIO OF 1
SQUARE FOOT PER 150 SQUARE FEET, THE TOTAL AREA OF UNDER -FLOOR
AREA IS 520 SQUARE FEET. THIS REQUIRES 3.46 SQUARE FEET OF VENTING,
EACH FLOOR VENT PROVIDES .60 SQUARE FEET. 6 VENTS REQUIRED
PROVIDE 3 TO EA END WALL OF ENCLOSURE THESE VENTS ARE TO ALSO
COMPLY WITH THE FLOOD VENTING REQUIREMENTS BELOW,
FLOOD VENTING` (CRC R4087)
CRAWL SPACE AREAS ARE REQUIRED TO BE VENTED AT A RATIO OF 1
SQUARE INCH PER 1 SQUARE FOOT OF ENCLOSED AREA. THE TOTAL AREA
OF CRAWL SPACE IS 520 SQUARE FEET. THIS REQUIRES 3.6 SQUARE FEET
OF VENTING. THE VENTS INDICATED ABOVE FULFILL THESE REQUIREMENTS.
EXISTING STRUCTURE IS 480 SQUARE FEET. REQUIRING 3.3 SQUARE FEET OF
VENTING, EACH FLOOR VENT PROVIDES ,60 SQUARE FEET. 6 VENTS
REQUIRED PROVIDE 3 TO EA END WALL OF ENCLOSURE
ATTICS: (CRC R806.2)
ATTICS ARE REQUIRED TO BE VENTED AT THE RATIO OF 1 SQUARE FOOT
PER 300 SQUARE FEET OF ATTIC AREA THE TOTAL AREA OF ATTIC IS 520
SQUARE FEET. THIS REQUIRES 1.73 SQUARE FEET CSF VI*M1N�z EACH RAFTER
VENT PROVIDES .69 SQUARE FEET.
PROVIDE:
(2) 6'x 12" RECTANGLE GABLE END VENTS .5 SQUARE FEET EACH,
(4) RAFTER VENTS, DISTRIBUTE VENTS AROUND PERIMETER OF
ADDITION. AVOID PLACING VENTS OVER BRACE WALL PANELS,
8
A3.1 JrNEW ADDITION
Yr— PROVIDE R38 ROOF INS.
G/N
I
AITTIG ACCESS
PANEL 12
S4.1
E
HALLWAY LIVING ROOM
2x JOISTS w/ —/
PLYWD, SEE PLAN
PROVIDE R19 INS,
BTWN. JOISTS
LONGITUDINAL
DING SECTIONS
NORTH FACING
+10'-0"
'LATE HT..
'LATE HT.
(REF. ONLY)
PROVIDE INSULATED
WINDOWS w/ 20 MIN.
FIRE RATING, TYR
-�-
FIN. FLOOR T
FIN. FL�T4O
(REF. ONLY)
EXTERIOR HARDI-BOARD
SIDING TO MATCH EXISTING
NEW EXISTING
i
ROOF SHT'G. ; SIMPSON
SEE PLAN E.N. SHT'G, OS18 x 3'-0”
TYR0 4'-0°0.0.
2-16d's 0 1611oz
TYR
G/N TRUSSES
TYR
6
ROOF SECTION
0
S
R15 INS.
(E) TO MATCH
(N) PLATEHT. Y
PROVIDE 1/2" GYP. BD.
FOR 1 HOUR RATING, EE PLAN
(E) STORAGE
(N) 011
111 111=IIIT-1111L7
111_1 I III=III I I S.O.G.
-1I —III III -1I III III -1I — (E) +9 (Y'
FIN. FLOOR
2x BLK'G BELOW
STRAPS, TYR
I
G/N TRUSSES
TYR
[A
FIN.
IVA
- 3
��E .-.a GABLE END VENT
TYR
0
BEDROOM
2x JOISTS w/
PLYWD,, SEE PLAN
PROVIDE R19 INS.
BTWN. JOISTS
TRANSVERSE
MIN. 16" x 24"
SOUTH FACING
8
A3.1
26ga, GALV. CAP FLASHING
SLOPE 1/4" TO DRAIN
TRUSS BLOCKING
44 CEDAR 9/ DADO
CUT FOR VENT
FURR VENT OFF TRUSS TO ALLOW WEBBING
TO CONTINUE
GALV. METAL RAIN SHROUD
TRUSS BLOCKING
PRE -MANUFACTURED VENT
EXPOSED 2x WOOD FURRING.
EXTERIOR SIDING
GABLE END TRUSS
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— PROVIDE R38 ROOF INS,
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JOB NUMBER 14-021
EXTERIOR ELEVATIONS
& BUILDING SECTIONS
All
SHEET NUMBER
A.B.
ANCHOR BOLTS
MECH.
MECHANICAL
ABT.
ABOUT
MEZZ,
MEZZANINE
AGGR.
AGGREGATE
MFG'R,
MANUFACTURER
ANC.
ANCHOR
M.I.W.
MALLEABLE IRON WASHER
APPROX.
APPROXIMATE
6. SILL PLATE TO JOIST OR BLK'G
SILL PLATE TO JOIST OR BLK'G AT BRACED WALL PANEL
16d 0 16"o.c.
3-16d's PER 16"
APVD.
APPROVED
MIN.
MINIMUM
ARCH.
ARCHITECT
MISC.
MISCELLANEOUS
ASPH,
ASPHALT
MTL.
METAL
TYP. FACE NAIL
LAP SPLICE
11. BLK'G BTWN JOISTS OR RAFTERS TO TOP PLATE
(N)
NEW
ASSY.
ASSEMBLY
NO.
NUMBER
BD.
BOARD
NOM,
NOMINAL
BLDG.
BUILDING
N.SA
NELSON STUD ANCHOR
BLK.
BLOCK
N.T.S.
NOT TO SCALE
BLK'G
BLOCKING
18. CEILING JOISTS TO PARALLEL RAFTERS
3-16d
BM,
BEAM
O.C.
ON CENTER
B,N,
BOUNDARY NAIL
O.D.
OUTSIDE DIAMETER
BOT.
BOTTOM
O.F.
OUTSIDE FACE
FACE NAIL
23. BUILT-UP CORNER STUDS
O.H.
OPPOSITE HAND
BR'G
BEARING
OPN'G
OPENING
BTWN,
BETWEEN
OPP.
OPPOSITE
CANTIL
CANTILEVER
ORIG.
ORIGINAL
C.B.C.
CALIFORNIA BUILDING CODE
O.S.B.
ORIENTED STRAND LUMBER
CLG.
CEILING
O.W.G.
OPEN WEB GIRDER
CLR.
CLEAR
Owi.
OPEN WEB JOIST
C.M.U.
CONCRETE MASONRY UNIT
o/
OVER
COL
COLUMN
a:
0
o
C.J.
CONTROL JOINT
PEN,
PENETRATION
CONC.
CONCRETE
PERP.
PERPENDICULAR
CONN.
CONNECTION
PLCS,
PLACES
CONST.
CONSTRUCTION
PLY.
PLYWOOD
CONT.
CONTINUOUS
a
z -m
CSK
COUNTERSINK
o
w
o
DBL.
DOUBLE
P.M.D.
PLY -METAL DRILLERS
D.F.L.
DOUGLAS FIR, LARCH
PSI,
POUNDS PER SQUARE INCH
4
III
PRL
PARALLEL
DIA.
DIAMETER
PSF.
POUNDS PER SQUARE FOOT
DIAG.
DIAGONAL
P.S.L.
PARALLEL STRAND LUMBER
DIM,
DIMENSION
P/T
POST TENSIONING
DML
DEMOLISH, DEMOLITION
P.T.D.F.
PRESSURE TREATED DOUGLAS FIR
DO.
REPEAT
PFB,
PRE -FABRICATED
DP.
DEEP
Q
DRWG
DRAWING
RAD, r.
RADIUS
REF.
REFERENCE, REFER TO
J
W
REINF,
REINFORCING
REBAR
REINFORCING STEEL BAR
DTL
DETAIL
RF
ROOF
(E)
EXISTING
RS
ROUGH SAWN
EA
EACH
REQ'D.
REQUIRED
E.F.
EACH FACE
REV.
REVISED, REVISION
ELEV.
ELEVATION
EN.
EDGE NAIL
R.H.W.S,
ROUND HEAD WOOD SCREWS
ENG,
ENGINEER
RM.
ROOM
EW,
EACH WAY
SAD.
SEE ARCHITECTURAL DRAWING
S.B.
SOLID BLOCKING
EXT.
EXTERIOR
SCHED,
SCHEDULE
FDN,
FOUNDATION
SDS
SIMPSON 'STRONG DRIVE SCREW
F.F.
FINISH FLOOR
SECT.
SECTION
F.G.
FINISH GRADE
SHT.
SHEET
FLR.
FLOOR
0
w
o
m
F.N.
FIELD NAIL
SH7G
SHEATHING
F.O.C.
FACE OF CONCRETE
SIM.
SIMILAR
F.O.M.
FACE OF MASONRY
S.O.G.
SLAB ON GRADE
Cn
w
SPEC,
SPECIFICATION
F.O.S.
FACE OF STUD
SQ.
SQUARE
FRM'G.
FRAMING
STD.
STANDARD
FT.
FOOT
STL
STEEL
FTG.
FOOTING
STIFF.
STIFFENER
FUR.
FURRING
COVER SHEET
ga.
GAGE
STRUCT.
STRUCTURAL
GALV.
GALVANIZED
S.T.S.
SELF -TAPPING SCREW
G/L
GLU-LAMINATED
S.W.
SHEAR WALL
SYM.
SYMMETRICAL
G/N
GANG -NAIL TRUSS
T & B
TOP & BOTTOM
GYP.
GYPSUM
T & G
TONGUE & GROOVE
HD.
HOLDDOWN
T.FJ.H.
TOP FLANGE JOIST HANGER
HDR.
HEADER
THK
THICK
H.S.B.
HIGH STRENGTH BOLTS
HSS
HOLLOW STRUCTURAL SECTION
T.N.
TOE NAIL
HT.
HEIGHT
T.O.FTG
TOP OF FOOTING
HORIZ.
HORIZONTAL
T.O.'
TOP OF PLATE
T.O.PLY,
TOP OF PLYWOOD
I.D.
INSIDE DIAMETER
T.O.S.
TOP OF SLAB
I.F.
INSIDE FACE
T.O.W.
TOP OF WALL
IN.
INCH
T.O.STL.
TOP OF STEEL
INT.
INTERIOR
TS
TUBE STEEL, SEE 'HSS'
TYP.
TYPICAL
J.H.
JOIST HANGER
U.B.C.
UNIFORM BUILDING CODE
JST.
JOIST
U.O.N.
UNLESS OTHERWISE NOTED
JT.
JOINT
VERT.
VERTICAL
W.P.
WORK POINT
K
KIP, KILO -POUND
w/
WITH
w/o
WITHOUT
LL.
LIVE LOAD
W, WF
WIDE FLANGE STEEL SECTION
LLH.
LONG LEG HORIZONTAL
W.W.F.
WELDED WIRE FABRIC
L.L.V.
LONG LEG VERTICAL
LT.
LIGHT
LT.WT.
LIGHT WEIGHT
LOOS.
LOCATIONS
&
AND
L.S.L.
LAMINATED STRAND LUMBER
@
AT
LVL.
LAMINATED VENEER LUMBER
X
BY
Q_
CENTERLINE
MACH,
MACHINE
0
DIAMETER
MAT'L.
MATERIAL
=
EQUALS
MAX.
MAXIMUM
#
POUNDS, NUMBER
M.B.
MACHINE BOLT
L
PLATE
1 GENERAL CONDITIONS
1.1 ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2013
EDITION OF TITLE 24, PART TWO, CALIFORNIA BUILDING CODE AS WELL AS ALL APPUCABLE
LOCAL, MUNICIPAL, STATE AND FEDERAL REGULATIONS, ALL WORK IS SUBJECT TO THE
APPROVAL OF THE LOCAL BUILDING DEPARTMENT AND FIELD INSPECTOR.
12 ICBO REPORTS, ASTM SPECIFICATIONS AND CBC STANDARDS REFERENCED IN THESE DRAWING
SHALL BE OF THE LATEST REVISION.'
1.3 THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT
THE JOB SITE PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES OR INCONSISTENCIES
FOUND SHALL BE BROUGHT TO THE DESIGNERS ATTENTION BEFORE WORK PROCEEDS,
1.4 THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS
OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION, THE
CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE
STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING
CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO,
THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT
SHORING OF RETAINING WALLS, AND TEMPORARY LATERAL BRACING OF THE STRUCTURE
15 ANY CHANGES MADE TO THE PLANS WILL REQUIRE A REVIEW AND APPROVAL BY THE
DESIGNER. IF ANY CHANGES ARE MADE WITHOUT THE DESIGNERS APPROVAL, THE DESIGNER
WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE,
1.6 REVIEW OF SHOP DRAWINGS AND/OR TRUSS CALCULATIONS BY THE DESIGNER DOES NOT
RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS
AND SPECIFICATIONS. THIS REVIEW IS ONLY A CHECK FOR GENERAL CONFORMANCE WITH THE
DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN
IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND
CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND
TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF OTHER TRADES;
AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER,
1.7 IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS
OR CALLED FOR IN NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL RESEMBLE
SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE DESIGNER
2 DESIGN CRITERIA
2.1 SEE SHEET A0.1 FOR CRITERIA
3.1 CONCRETE
3.1.1 PORTLAND CEMENT SHALL CONFORM TO ASTM C150-89, TYPE I OR III -LOW ALKALI.
AGGREGATES SHALL CONFORM TO ASTM C-33 PER THE CALIFORNIA BUILDING CODE MAXIMUM
AGGREGATE SIZE FOR FOOTINGS AND MASS CONCRETE SHALL NOT EXCEED 1-1/2'.
3.12 ALL CONCRETE MIXES SHALL INCLUDE A POLYMER BASED WATER REDUCING ADMIXTURE PER
ASTM C494. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.55,
3.1.3 FLY ASH SHALL CONFORM TO ASTM C618, CLASS F. FLY ASH SHALL NOT EXCEED 15% OF
CEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF GREATER THAN 1%
3.1.4 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED .05596 FOR DRY CURING AS DETERMINED BY ASTM
C157.
3,15 REINFORCING BARS, ANCHOR BOLTS AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED
AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE.
3.16 MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED &' FOR FOOTINGS, MASS CONCRETE, AND
SLABS -ON -GRADE, AND 4" FOR OTHER CONCRETE
3.17 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS:
PSI DAYS
A. FOOTINGS 2500 28
B. SLABS -ON -GRADE 2500 28
C. LEAN CONCRETE FILL 1000 28
3.1.8 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER
UNLESS DETAILED OTHERWISE
3.1.9 THE OUTSIDE DIAMETER (O.D) OF CONDUIT OR PIPE PLACED IN THE PLANE OFI A
SLAB -ON -GRADE SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED
OTHERWISE AND SHALL BE LOCATED IN MIDDLE 1/3 OF SLAB, CLEAR SPACING BETWEEN
ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, 'UNLESS
OTHERWISE NOTED ON PLANS,
3.1,10 SURFACES OF JOINTS REFERENCED AS "COLD JOINTS", SHALL BE TROWELED OR OTHERWISE
FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES, ALL OTHER
CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED.
GENERAL STRUCTURAL NOTES
32 CONCRETE REINFORCING STEEL
3.2.1 REINFORCING STEEL SHALL CONFORM TO A615 GRADE 60 IN ALL CONCRETE AND MASONRY
S UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL
BE ASTM A706, A706 REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY
STRUCTURAL WELDING CODE, CBC 19035.2, AND UBC STANDARD 19-1,
3.22 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS
(UNLESS OTHERWISE NOTED.
A CONCRETE CAST AGAINST AND EXPOSED TO EARTH ------------ 3"
B. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM --------------- 3/4"
EXPOSED TO EARTH OR WEATHER
C #6 BAR OR LARGER- ---------------------------------------------------
-------- - - -- - -211
#5 BAR AND SMALLER--------------------------------------------------- 1-1/2"
3.2.3 WIRE MESH SHALL CONFORM TO ASTM A185, AND SHALL BE LAPPED 1 & 1/2 SPACES (12"
MINIMUM),
i
3.2.4 ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
32.5 REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS, ANY ADDITIONAL SPLICING
SHALL REQUIRE REVIEW FROM THE DESIGNER.
6.1 FRAMING LUMBER
6.1,1 ALL FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH AND SHALL BEAR THE GRADE STAMP OF
AN APPROVED GRADING AGENCY. ALL SILLS, PLATES, SLEEPERS, LEDGERS & NAILERS IN
CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR AND
EACH PIECE SHALL BEAR THE AW.PA STAMP. THE FOLLOWING GRADES SHALL BE THE MINIMUM
ACCEPTABLE GRADES UNLESS OTHERWISE NOTED ON PLANS.
I MAX. MOISTURE
CONTENT AT
GRADE INSTALLATION
A STUDS NO. 1 & BETTER 19%
B. SILL PLATES 2" TO 4" THICK NO. 2 19%
C. BEAMS AND HEADERS;
2" TO 4" THICK 4" AND WIDER NO. 2 19%
5" AND THICKER NO. 1 19%
D. POSTS NO.1 19%
E 2x RAFTERS AND JOISTS NO. 1 19%
F. TOP PLATES & LEDGERS NO. 1 19%
G. MISC. FRM'G AND BLK'G NOT NOTED ABOVE NO. 2 19%
6.1.2 PLYWOOD SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-95 AND EACH PANEL
SHALL BEAR APA STAMP. STAGGER SHEETS 4'-0" AND APPLY WITH FACE GRAIN PARALLEL TO
SUPPORTS AT SHEAR WALLS AND PERPENDICULAR TO SUPPORTS TO ROOF, MAXIMUM SIZE OF
UNFRAMED HOLES IN SHEATHING SHALL BE 4" IN DIAMETER OR 4" SQUARE, WHERE HOLES OR
NOTCHES ARE CUT IN PLYWOOD SHEETS, SAW CUTS SHALL NOT RUN BY THE CORNERS OF THE
OPENINGS,
6.1.3 ALL FRAMING ANCHORS, CUPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS SHALL
BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT AS APPROVED BY THE
ENGINEER AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED
WITH RECOMMENDED FASTENERS TO RESIST MAXIMUM RATED LOADS,
6.1.4 NAILING SHALL CONFORM WITH TABLE NUMBER 2304,9.1 FASTENING SCHEDULE OF CALIFORNIA
BUILDING CODE UNLESS OTHERWISE NOTED ON PLANS. ALL NAILS TO COMPLY PER CBC 2304.9.
ONLY COMMON WIRE NAILS SHALL' BE USED.
i
6.1.5 ANCHOR BOLTS TO BE 5/8" DIAMETER, ASTM A307, LENGTH AS REQ'D. w/ MIN. V4" THK. x 2" SQ.
WASHER, AND A MINIMUM EMBEDMENT OF 7 INCHES INTO FOUNDATIONS EXCLUDING CURBS.
ANCHOR BOLTS SHALL BE PLACED WITHIN 9 INCHES (MAX) 4" (MIN.) OF ENDS AND SPLICES OF
PLATES AND 4 FEET ON CENTER, UNLESS OTHERWISE NOTED. ANCHOR BOLTS WITH UPSET
THREADS ARE NOT ALLOWED.
I
6.1.6 WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, PROVIDE THE SAME DIAMETER A36
THREADED ROD WfTH HILT1 HY-150 EPDXY ADHESIVE INSTALL PER MANUFACTURER'S
RECOMMENDATIONS AND CURRENT ICBO REPORT. NOTCHED AND/OR CUT STUDS TO CLEAR
INCORRECTLY PLACED ANCHOR BOLTS ARE NOT ALLOWED. ALL POSTS AND STUDS SHALL HAVE
FULL BEARING TO THE FOUNDATION SILL PLATE CONTACT ENGINEER IMMEDIATELY FOR
REPLACEMENT REQUIREMENTS OF ALL INCORRECTLY PLACED HOLD DOWN BOLTS.
6.1.7 USE OF MACHINE NAILING IS SUBJ CT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH
PROJECT & THE APPROVAL BY THE` ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED
SATISFACTORY PERFORMANCE. MACHINE NAILING WILL NOT BE ACCEPTED IN 5/16" PLYWOOD. IF
NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND
HAMMER OR IF MINIMUM ALLOWANCE EDGE DISTANCES ARE NOT MAINTAINED, THE
PERFORMANCE WILL BE DEEMED UNSATISFACTORY.
62 ROUGH CARPENTRY
62.1 ALL FLUSH -FRAMED JOISTS SHALL SEAT IN SIMPSON HANGERS, UNLESS OTHERWISE NOTED,
I
6.2.2 BOLT & LAG SCREW HEADS AND NUTS AGAINST WOOD SHALL BEAR AGAINST STANDARD STEEL
WASHERS, UNLESS SPECIAL WASHERS ARE INDICATED ON PLANS OR DETAILS. JUST PRIOR TO
COVERING ROUGH FRAMING, ALL BOLTS AND LAGS IN WOOD MEMBERS SHALL BE RE -TIGHTENED,
62.3 LAG SCREWS SHALL BE THREADED INTO LEAD HOLES BORED AS FOLLOWS: THE LEAD HOLE
FOR THE SHANK SHALL BE THE SAME DEPTH AND DIAMETER AS THE SHANK. THE LEAD HOLE
FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE
SHANK DIAMETER AND A DEPTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION,
62.4 CUTTING AND BORING OF WOOD STUDS
A LET -INS ARE NOT PERMITTED.
B. NOTCHING OF STUDS IS NOT PERMITTED.
C. NEATLY BORED HOLES NOT GREATER THAT 33% OF THE WIDTH OF THE
STUD ARE PERMITTED IN ANY WALL, PROVIDED THAT THEY ARE
INSTALLED AT THE CENTERLINE OF THE STUDS,
6.25 USE SINGLE TRIMMER EACH END OF EACH BEAM AND HEADER UNLESS OTHERWISE NOTED ON
PLANS AND DETAILS.
6.3 GLU-LAM BEAMS
6.31 SIMPLE SPAN GLU-LAM BEAMS SHALL BE AN UNBALANCED COMBINATION 24F -V4 WESTERN
SPECIES, CANTILEVERED BEAMS AND COLUMNS SHALL BE A BALANCED COMBINATION 24F -V8
WESTERN SPECIES, UNLESS OTHERWISE NOTED. BEAMS SHALL BE MANUFACTURED WITH
EXTERIOR GLUE AND FINISHED TO AN INDUSTRIAL GRADE APPEARANCE, UNLESS OTHERWISE
NOTED, MANUFACTURER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL GW -LAM
BEAMS. ALL GLU-LAM BEAMS SHALL HAVE A 2000 FOOT RADIUS CAMBER UNLESS OTHERWISE
NOTED ON PLANS, EXTREME TENSION FIBER STRESS IN BENDING fb = 2400 psi, MODULUS OF
ELASTICITY E = 1,700,000 psi.
622 TENSION ZONE LAMINATIONS LAP SPACING SHALL BE PER THE 2010 CALIFORNIA BUILDING
CODE SECTION 2303.1.3.
6.33 EXPOSED GLU-LAMS SHALL BE PRESSURE TREATED TO PREVENT DECAY IN ACCORDANCE WITH
THE 2010 CBC SECTION 2304.11.3.
6.6 PRE -FABRICATED TRUSSES
6.6.1 THE LICENSED GANG NAIL TRUSS FABRICATOR SHALL BE SUBJECT TO THE APPROVAL OF THE
ENGINEER AND BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 1701.0 OF THE CBC AND
SHALL PROVIDE CALCULATIONS BY A CALIFORNIA LICENSED CIVIL ENGINEER AND SHOP
DRAWINGS SUBSTANTIATING THE ADEQUACY OF THE TRUSSES SUPPLIED TO SUPPORT THE ROOF
AND CEILING DEAD LOADS PLUS APPLICABLE SNOW AND LIVE LOADS AS NOTED ON THE PLANS,
THE TRUSSES MUST CONFORM TO SECTION 2321 OF THE CBC. THE TRUSS FABRICATOR MUST
VERIFY THE SIZE AND LOCATION OF ANY ROOF OPENINGS AND MUST VERIFY THE SIZE,.WEIGHT
AND LOCATION OF ANY SUPPORTED MECHANICAL UNITS AND ACCOUNT FOR THEM IN THE
CALCULATIONS AND SHOP DRAWINGS.
6.6.2 THIS SIGNATURE INDICATES THAT THE PRE -FABRICATED TRUSS DESIGN BY ENDEAVOR HOMES
JOB NO PETERS DATED 11-7-14 HAS BEEN REVIEWED BY THE DESIGNER FOR GENERAL
COMPLIANCE WITH THE OVERALL DESIGN OF THIS STRUCTURE.
EL O'HARE, DESIGNER
TABLE 2304,9.1: FASTENING SCHEDULE (ALL NAILS SHALL BE COMMON WIRE NAILS, U.0,N.)
CONNECTION
FASTENING
LOCATION
1. JOIST TO SILL OR GIRDER
3-8d
TOENAIL
2. BRIDGING TO JOIST
2-8d
TOENAIL EA END
3 1" x 6" SUBFLOOR OR LESS TO EACH JOIST
2-8d
FACE NAIL
4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST
3-8d
FACE NAIL
5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL
2-16d
BLIND & FACE NAIL
6. SILL PLATE TO JOIST OR BLK'G
SILL PLATE TO JOIST OR BLK'G AT BRACED WALL PANEL
16d 0 16"o.c.
3-16d's PER 16"
TYP. FACE NAIL
BRACED WALL
7. TOP PLATE TO STUD
2-16d
END NAIL
8. STUD TO 2x SILL PLATE
STUD TO 3x SILL PLATE
4-8d
2-16d
4-8d
2-20d BOX
TOENAIL
END NAIL
TOENAIL
END, NAIL
9. DBL STUDS
16d 0 2f4"ba
FACE NAIL
10. DBL TOP PLATES
16d @ 16 o.c.
8-16d, U.O.N.
TYP. FACE NAIL
LAP SPLICE
11. BLK'G BTWN JOISTS OR RAFTERS TO TOP PLATE
3-8d
TOENAIL
12. RIM JOIST TO TOP PLATE
8d 0 6"o.C,
TOENAIL
13. TOP PLATES, LAPS & INTERSECTIONS
2-16d
FACE NAIL
14, CONTINUOUS HEADER, TWO PIECES
16d
16"o,c. ALONG EDGE
15. CEILING JOISTS TO PLATE
3-8d
TOENAIL
16. CONT. HEADER TO STUD
4-8d
TOENAIL
17. CEILING JOISTS, LAPS o/ PARTITIONS
3-16d
FACE NAIL
18. CEILING JOISTS TO PARALLEL RAFTERS
3-16d
FACE NAIL
19. RAFTER TO PLATE
3-8d
TOENAIL
20. 1" DIAG BRACE TO EA STUD & PLATE
2-8d
FACE NAIL
21. 1" x 8" SHT"G OR LESS TO EA. BEARING
3-8d
FACE NAIL
22 WIDER THAN 1" x 8" SHT'G TO EA. BEARING
3-8d
FACE NAIL
23. BUILT-UP CORNER STUDS
16d
24"ac.
v�ERMIT it
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
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JOB NUMBER 14-021
STRUCTURAL
COVER SHEET
.S1
SHEET NUMBER
NEW S.O. NEW ADDITION
(E) 2x RT, SILL- E OVER (E)
ANCHOR PER S.O.G.
BRACED WALL PROVIDE 2 LAYERS
SCHED, BLDG. PAFER
BTWN, C C. &
FRMG,
SLAB DOWELS
SEE 1/S4.1 -- -7 �Q
L S4,1
#4 VERT, 0 36"oc. —
LAP w/ SLAB DOWELS
EMBED 8" MIN. INTO
(E) CONC. FOUND.
W/ SIMPSON SET -XP
EPDXY ADHESIVE,
- 6" CONC. S EMWALL
w/ #4 0 18' c. VERT,
I #4 @ 12"o.G HORIZ.
I VERT, BAR C�
D� OF WALL
II
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c
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1�
\v USE DBL 2x w/ 2-10ds
FACE NAILS 0 6"aa
;l �✓ FULL HT. (MAY USE
SOLID POST 0 CONTR.
1 OPTION)
PHD HDU PER
13 o SSTB PP.ER SCHEDULE PLAN w/
0
#4 x 2-0" DOWELS T& B, 0
24"oa EPDXY 4" INTO (E)
SLAB w/ SIMPSON
SET ADHESIVE
XIST. WALL/FTG. INTERFACE
NOTE EDGE NAIL PLYWOOD
TO POST.
HOLDOWN
ANCHOR (MIN. EMQEQZ
HDU2
MONO POUR
TWO POUR
SSTB22 (201
SSTB28 (24')
- 9
_,P TYP. HOEDOWN DETAILS
11
PIER FOOTING SECTION
EXTERIOR SIDING o/
,W2, Ll
(2 TIMES 'WY MIN.) 4^11 1 Alk I
LAP FOOTING REINF.
END & INTERSECTION
BARS AT
=RS AND
,
CORNER
6
SCALE 3!'= 1'-0" TYP. HORIZ
- 8
SCALE , -,a NP. STEPPED FTG. DETA
BLDG PAPER o/ SHT'G.
2500
3000
2x BLK'G.
40
60
40
4'-070.0
#3
15
23
FLOOR SHT'G
SHEARWALL
12
19
SEE PLAN
SEE STRUCT.
#4
20
30
20
E.N., TYP.
EXCEED 3'-0" IN DEPTH
I
I
16
23
FIN. FLOOR
22
#5
CONT. RIM JOIST
38
24
36
FLOOR FRAMING
1 29
19
I _
#6
33
SEE PLAN
P.T,D.F. SILL
10
EXT. WA
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LL FOOTING SECTION � =gyp
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RIM BARS
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PER RE
SCHED
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REINFORCING BAR
HOOKS & BENDS
�4d I(2;' MIN) d_
LAP SPLICES
7+ LAP PER
D N s SCHEDULE
TYP
180 90 16ga TIE WIRE
MIN INSIDE NOTE: FOR CMU, LAP 48 BAR 0, UON
BAR SIZE BEND 0 "D"
#3 TO #8 6d LAP SCHEDULE
#9 TO #11 8d
#14 & #18 10d
STIRRUP & TIE
HOOKS & BENDS
d
+ x
MIN INSIDE
BAR SIZE BEND o "D"
#3 - #5 4d
#6 - #8 6d
BAR
2500
3000
SIZE
40
60
40
60
#3
15
23
15
22
12
19
12
17
#4
20
30
20
29
EXCEED 3'-0" IN DEPTH
I
I
16
23
15
22
#5
25
38
24
36
20
1 29
19
28
#6
33
50
29
43
26
38
22
33
#7
45
68
42
63
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35
52
29
43
#8
60
90
48
72
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69
37
55
#9
76
114
54
81
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58
87
42
62
#10
96
144
61
91
III
111
47
70
E74
#11
118
1136
177 168
101
OF SLAB
91
52
78
F CONCRETE f'c ( ,s?
F BAR GRADE (Fy)
E TOP BARS, TYP
F OTHER BARS, TYP,
NOTES:
1. INCREASE LAP LENGTHS 33%
FOR LIGHT WEIGHT CONCRETE,
AND AT FOUR BAR BUNDLES
(WHERE 2 BARS LAP WITH
2 OTHER BARS),
2. TOP BARS - HORIZONTAL
BARS PLACED WITH MORE THAN
12" OF FRESH CONC. CAST IN
THE MEMBER BELOW THE BARS
3. LAP LENGTH IN INCHES
3
OTING REINF. �E &'= 1-0" REBAR LAPS, HOOKS & BENDS
NOTE:
SEE PLAN AND GENERAL NOTES FOR EXCAVATIONS ADJACENT
TO EXISTING FOUNDATIONS,
5
SCALE: 3" = f -o" ADJACENT
MIN.
FOOTING SECTION
PIPE THRU FOOTING DETAILS
�4I�
FOOTING DETAIL SCALE: .-,0
INSIDE DIA. OF SLEEVE
TO BE PIPE DIA + 2"
TYP,
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FIN, OR.
PRIOR TO PLACING
FTG. POUR LEAN
CONCRETE FILL
AROUND SLEEVE,
FILL TO EXTEND
FULL WIDTH OF FTG,
FTG, SHALL BE STEPPED
SO THAT FILL DOES NOT
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I
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FOOTING ELEVATION
SCALE: &'= 1'-0"
NOTES:
1. SLAB ON GRADE I_ III —III_
SHALL BE PLACED ON III 1-
PREPARED SUBGRADE PER
SOILS REPORT & GENERAL STEP IN SLAB DETAIL
NOTES ON SHT S1
2. CONSTRUCTION OR CONTROL
JOINTS SHALL BE PLACED
20'-0"o.c. MAX.
m
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SCALE: 3 - ,o `—' SLAB ON GRADE DETAILS
SCALE: a'= 1'-0"
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1. SLAB ON GRADE I_ III —III_
SHALL BE PLACED ON III 1-
PREPARED SUBGRADE PER
SOILS REPORT & GENERAL STEP IN SLAB DETAIL
NOTES ON SHT S1
2. CONSTRUCTION OR CONTROL
JOINTS SHALL BE PLACED
20'-0"o.c. MAX.
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SCALE: 3 - ,o `—' SLAB ON GRADE DETAILS
SCALE: a'= 1'-0"
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JOB NUMBER
14-021
FOUNDATION
SECTIONS & DETAILS
5401
SHEET NUMBER
ROOF SHT'G,
SEE PLAN
E.N. SHT'G,, TYP.
SOLID BLK'G.
W/ LS50 CLIP EA BLK.
G/N TRUSSES
SEE PLAN
SIMPSON
EA TRUSS 1 T
6" O.G. GUTTER
w/ SUPPORTS @ N-0"o.c.
EXTERIOR FINISH - SEE ELEVS.
2x STUDS @ Who,
i 2
NP. TRUSS EAVE SECTION SCALE: r.,�
ROOF SHT'G.
SEE PLAN
E.N. SHT'G,—
A35 @ 24"ac.
2x4 BLK'G.
@ N-0"o.c,
FASCIA '
TO MATCH
EXIST.
2x4 (FLAT) @ 2N o.c.
OUTRIGGER
-G/N TRUSSES
SEE PLAN
E.N, SHT'G, TYP.
EXTERIOR FINISH
SEE EXT. ELEVS
OVER SUBSTRATE
2x STUDS @ 16' c.
FIELD NAILING
11 �8
TYP. GABLE END SECTION s�o,E -,P
REPLACE (E) 2x STUD
w/ P.T. 2x STUDS & SISTER
P.T. 2x STUDS EA. SIDE w/
16d's @ 6"o,c, AS SHOWN
(E�
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SIMPSON DTC CLIP
@ 4-0"o.c.
2x STUD WALL
SEE PLANS
T
PERPENDICULAR TO TRUSSES
SIMPSON DTC CLIP
@ 4-0"o.C.
G/N TRUSSES
7;,tSEE FRAMING PLANS
�r 2x4 BLOCKING
2x STUD WALL
SEE PLANS
PARALLEL TO TRUSSES
NON—BRG. WALL DETAIL
SPLICE OVER
STUD, TYR—
STUDS
@ 16" O.C.
TYP.
2 ROWS NAILING
STAGGERED
DOUBLE
T 2x TOP E
WALL SIZE
SCALE NONE
SEE FRAMING PLANS FOR SHEATHING & NAILING REQUIREMENTS
NP. DIAPHRAGM NAILING
5
SCALE NONE F
NP. TOP PLATE SPLICE DETAIL SCALE: NONE
'D'/4 DIA, g
MAX. o
N
N
i
'D' MIN. CLR SPAN/3 MIN.
MAXIMUM HOLE SIZE
01' BEARING NON-BRG
FASTENERS E
EACH SIDE OF SPLICE
2x4 & 2x6
12 - 16d
SCALE NONE
SEE FRAMING PLANS FOR SHEATHING & NAILING REQUIREMENTS
NP. DIAPHRAGM NAILING
5
SCALE NONE F
NP. TOP PLATE SPLICE DETAIL SCALE: NONE
'D'/4 DIA, g
MAX. o
N
N
i
'D' MIN. CLR SPAN/3 MIN.
MAXIMUM HOLE SIZE
01' BEARING NON-BRG
2x4
1-3/8"
2-1/8„
2x6
2-1/4"
3-1/4"
2x8
2-7/8"
4-3/8"
2x10
1 3-5/8"
5-1/2'
SEE NOTE ON SHEET S1
3
SCALE; 3'= 1-0" P I
JOISTS OR
RAFTERS
WALL STUD
i
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T
0
i
'D1'
RAMING HOLES &NOTCHES
3/4" TYP.
WALL STUDS --
w/ 16ds @ 24"o.c.
FULL HT, TYP.
WALL R's —�
I FSIMPSON ST22 STRAP
EA SIDE OF TOP Et
& SILL f !s @ BRG, SHEAR
OR BRACED WALL LINES.
MAXIMUM HOLE SIZE
PLATE BEARING NON-BRG
2x4
1-3/8"
2-1/8"
2x6
2-1/4"
3-1/4"
2x8
2-7/8"
4-3/8"
2x10
3-5/8"
5-1/2"
SEE NOTE ON SHEET S1
PE THRU PLATE REQ'MTS. SCALE- .�
NOTES;
1. ALL SHEATHING NAILING SHOWN IS EDGE NAILING
2. MINIMUM SHEATHING PANEL DIMENSION TO BE 12"
3. UPSET THREADS NOT ALLOWED FOR ANC. BOLTS
4, HOLDOWN BOLTS DO NOT REPLACE ANC. BOLTS
5. APA RATED SHT'G. TO BE CD, CC STRUCT. II w/ EXT. GLUE
E.N., TYP.
SHEATHING TO HAVE A TOP PLATES
PANEL INDEX OF 24/0, SEE
SCHEDULE. APPLY DIRECTLY
TO STUDS @ 16"o.c. WITH STUDS
FACE GRAIN PARALLEL BLKG. AT
TO SUPPORTS PANEL JOINTS
BOT, PLATE
3/8" CLR. MIN. @ PANEL EDGES PLYWOOD LAYOUT
TO NAILS
BLK'G, 0 HORIZ, PANEL JOINTS
SEE SHEARWALL SCHEDULE
,.,—ANCHOR BOLT SPACING PER SHEARWALL SCHEDULE &
SHALL BE PLACED 9" MAXIMUM (4" MINIMUM) OF ENDS &
SPLICES OF IE's. PROVIDE 3" SQ, x 3/16" THK. WASHERS
EMBEDMENT DEPTH PERMIT#
(EXCLUDING CURBS) BUTTE COUNTY DEVELOPMENT SERVICES
COREVIEWED OLI FOR
nATE .• �i
2 - BY
SCALE; NONE FYP. WALL SHT'G. S
STAGGER TOP P SPLICES
4'-0" MIN, DIRECTLY OVER
WALL STUDS
DBL TOP R's
16d's @ 16"ac
RIPPED 2x6" D.F. STAGGERED
Lo
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w/ 4-16d EA END @ INT.
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WALL OPENING
SEE ARCH DRWGS.
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FOR SIZES & LOC.
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2x BLK'G. @
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10'-0"o,c. OR @
PANEL JOINTS
V,
2x SILL IL 0 INT.
DBL 2x SILL @ EXT.
Q
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= 3/4" TYP. WINDOW
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FOR DETAILS
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—JTYP. WALL INTERSECTIONS
SCALE NONE
2-16d'sEA. SIDE
OF SPLICES
1
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.SCALE: NONE
SCALE NONE
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JOB NUMBER 14-021
TYPICAL FRAMING
SECTIONS & DETAILS
S6.1
SHEET NUMBER
A PROPOSED RESIDENTIAL ADDITION FOR
(001F=RT
1R)[E71;=Rii
976 HONEY RUN ROAD
CHICO, CALIFORNIA 95926
APHON
DESIGNER
O'Hare Drafting and Designs
CONTACT, EI O'Hare
2540 ZANELLA WAY, SUITE 10
CHICO, CA 95928
PHONE 530 343-5954
FAX 530 891-5925
el@oharedrafting,com
&
And
Anchor
DR
D.S.
Door
Down spout
LAM
LAV
Laminate
Lavatory
SC
SCD
Solid CoreDRAWING
Seat Cover Dispenser
RELATED ITEMS
GOVERNING CODE
Ag
Bat
DWG
Drawing
LT
Light
SCHED
Schedule
A GENERAL DISCLAIMER. ALL DESIGNS, ELEVATIONS, PLANS AND OTHER ART DISPLAYED ON THIS DRAWING
MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED,
AC.
Asphalt Concrete
(D
Exist
FOS
Face of Stud
SD
Soap Dispenser
SET ARE DISCLOSED FOR THE EXCLUSIVE USE FOR WHICH THEY WERE DELIVERED TO THE OWNER. THEY
Tack board
A/C
AD.
Ai- Conditioner
Area Drain
EA
Each
MAS
MAX
Masonry
Maximum
SECT
SH
Section
Shelf, SheMng
MAY NOT BE REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE OWNER
T&G
ACOUST
Acoustical
EJ,
ELEC
F
Expansion Joint
Electric(al)
MECH
Mechanical
SHT
Sheet
PFB
Prefabricated)
ADJ
AFF.
Adjacent
Above Finished Floor
ELEV
Elevation
MFR
MIN
Manufacturer
Minimum
SHTG
SIM
Sheathing
Similar
B. CODE REQUIREMENTS ALL COMPONENTS OF THIS PROJECT ARE INTENDED TO COMPLY WITH WITH THE
PL
AGG
Aggregate
EMBED
Embedment
MISC
Miscellaneous
S.O.G.
Slab on Grade
CODES AS LISTED IN THE PROJECT INFORMATION SECTION OF THIS SHEET. ANY DEVIANCE FROM THE
SCOPE OF WORK:
ALUM
Aluminum
E.O.R.
Engineer of record
MTD
Mounted
SND
Sanity Napkin Dispenser
Sanitary p pe
WRITTEN REQUIREMENTS OR UNCERTAINTY WHICH MAY REQUIRE INTERPRETATION SHALL BE CONFIRMED IN
I� ttf O) a)
APPROX
Approximate
EQ
EQUIP
Equal
Equipment
MTL
Metal
SNR
Sanitary Napkin Receptacle
WRITING BY THE JURISDICTION'S BUILDING OFFICIAL
THIS PERMIT IS MADE TO PROVIDE ALL NECESSARY
ARCH
ASSY.
Architectural
Assembly
EXH
Exhaust
MTP
Metal Toilet Partition
SPECS
SQ
Specifications
Square
C. VERBAL DEFINITIONS
COMPONENTS FOR A NEW 520 SQ. FT. SINGLE STORY
ASPH
Asphalt
EXP
EXT
Expansion
Extenor
NIC
Not in Contract
SS
Stainless Steel
"ACCESSIBLE" REFERS SPECIFICALLY TO COMPLIANCE WITH THE PROVISIONS FOR DISABLED PERSONS
RESIDENTIAL ADDITION, THE WORK SHALL BE OF
BD
Board
GYP BD
Gypsum Board
NTS
Not to Scale
STD
Standard
AS PRESCRIBED IN THE AMERICAN'S WITH DISABILITIES ACT (ADA) AND CHAPTER 11 OF THE C.B,C.
CONCRETE FOOTINGS, WOOD FRAMED. PERMIT SHALL
BLDG
Building
FBGL
Fiberglass
0
Diameter
STL
Steel
Typical
INCLUDE ALL TRADES AS REQUIRED TO COMPLETE THE
BLK(G)
Blocking
FE/FEC
Fire Extinguisher/Cabinet
0/
Grab Bar
STOR
STRL
Storage
Structural
"ALIGN" MEANS THAT SIMILAR CONSTRUCTION ITEMS, (FOR EXAMPLE WALLS, WINDOWS JAMB, ETC.) LINE UP
PROPOSED PROJECT,
BM
Beam
FD
Boor Drain
OC
On Center
SUSP
Suspended
ACROSS VOIDS OR DISCONTINUITIES.
UR
VERT
BOT
Bottom
FHWS
Flat Head Wood Screw
OD
Outside Diameter
SYM
Symmetrical
"TYPICAL" MEANS IDENTICAL FOR ALL SAME CONDITIONS UNLESS OTHERWISE NOTED
Refrigerator
VICINITY MAP
CABT
(RE
Cabinet
FIN
FLR
Finish
Flooring)
OPG
OPP
Opening
Opposite
SYS
System
"SIMILAR"
GOVERNING CODE
N
C.B.
Catch Basin
FOC
Face of Concrete
T
Tread
MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED,
2013 CALIFORNIA BUILDING CODE (CBC)
C.B.C.
Uniform Buildng Code
w/ California Amendments
FOS
Face of Stud
PB
PERIM
Pipe Bollard
Perimeter
TB
Tack board
D. DETAILS ARE INTENDED TO THE END RESULT OF WORK MINOR MODIFICATIONS NECESSARY TO
2013 CALIFORNIA RESIDENTIAL CODE (CRC)
T
m
Cement
FRAMG
FTG
Framing
PERPEND
Perpendicular
T&G
Tongue & Groove
ACCOMMODATE SPECIFIC JOB CONDITIONS SHALL BE INCLUDED AS PART OF THE WORK SUBJECT TO
2013 CALIFORNIA ELECTRICAL CODE (CEC)
o .-.
�d'CCO
CER
Ceramic
FURN
Footing
Furnished
PFB
Prefabricated)
TEL
TEMP
Telephone
Tempered
APPROVAL OF THE OWNER OR E.O.R.CEM
2013 CALIFORNIA MECHANICAL CODE (CMC)
C.I.
Cast Iron
GA
I
PL
Property Line
THK
Thick(hess)
E NOTED DIMENSIONS TAKE PRECEDENCE OVER THE APPARENT SCALE OF A DRAWING COMPONENT. DO
2013 CALIFORNIA PLUMBING CODE (CPC)
CJ
C
Control Joint
Center Line
V
Gauge
Galvanized
RLAM
PLAS
Plastic Laminate
Plaster
TOB
To of Block
P
NOT SCALE DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, IF DISCREPANCIES ARE FOUND, A
2013 CALIFORNIA ENERGY CODE (CEC)
CLG
CeilingGB
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Grab Bar
PLYWD
Plywood
TOM
Top of Masonry
REQUEST SHALL BE MADE TO O'HARE DRAFTING & DESIGNS FOR VERBAL OR WRITTEN CLARIRCATION.
2013 CALIFORNIA FIRE CODE (CFC)
CLR
CMU
Clear
Concrete Masonry Unit
G.I.
G/L
Galvanized Iron
Glue Laminated Beam
PR
PT
Pair
Pa
TOP
TOS
op of Plate of Slab
Top
F. ALL DIMENSIONS ARE TO EDGE OF SLAB, FACE OF STUD, OR CENTER LINE OF COLUMN, UNLESS
2013 CALIFORNIA GREEN CODE (CALGREEN)
Fire sprinkler permit will be required
COL
Column
GLU-LAM
Glue Laminated
PTD
Pa Towel Dispenser
D
TOW
TPD
Top of Wall
Toilet Paper Dispenser
OTHERWISE NOTED ON DRAWINGS. VERTICAL DIMENSIONS ARE TO TOP OF CONCRETE, TOP OF PLATES, OR
TOP OF SHEATHING UNLESS OTHERWISE NOTED ON
COUNTY DATA
For this structure separate permit will
CONC
Concrete
GYP BD
Gypsum Board
PTD/R
Pl and Receptacle
TS
Tubular Steel
DRAWINGS.
be to be issued prior to rough
CONN
CONST
Connection
Construction
H.B.
Hose Bib
PVC
Polyvinyl Chloride
TYP
Typical
G. DEPENDING UPON THE SCALE OF THE PROJECT, MECHANICAL, ELECTRICAL AND PLUMBING (M.E.P.)
COUNTY - BUTTE
required
Frame inspection
CONT
Continuous
HC
HDR
Handicapped
Header
R
RB
Riser or Radius
Rubber Base
LION
Unless Otherwise Noted
DRAWINGS MAY OR MAY NOT BE INCLUDED IN THE DRAWING SET, THE DRAWING INDEX VERIFIES WHICH
ASSESSOR'S PARCEL NUMBER 017-230-049-000
CW
Cold Water
HDWR
Hardware
RD
Roof Drain
UR
VERT
Urinal
Vertical
SHEETS SHOULD BE INCLUDED. IF NO M.E.P. DRAWINGS ARE INCLUDED ON A SMALLER DRAWING SET IT IS
LOT SIZE - 10,04 ACRE
DBL
Double
HM
Hollow Metal
REF
Refrigerator
V.C.T.
Vinyl Composition Tile
THE RESPONSIBILITY OF THE CONTRACTOR AND HIS SUBCONTRACTORS TO INSURE THAT ALL WORK IS
ZONING - FR -20 (FOOTHILL RESIDENTIAL - 20 ACRES)
DET
Detail
HORIZ
Horizontal
REINF
Reinforced)
VWC
Vinyl Wall Covering
PERFORMED IN COMPLIANCE WITH THE APPLICABLE CODES (SEE ITEM 'B' ABOVE) IF M.E.P. DRAWINGS ARE
GENERAL PLAN - LDR (MEDIUM-HIGH DENSITY RESIDENTIAL)
DF
Drinking Fountain/
HT
Height
REQD
REV
Required
Reversed
W/
With
INCLUDED SUCH DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.
C.D.F. - SRA -YES
V)
DIA
Douglas Fr
Diameter
ID
Inside Diameter
RHWS
Round Head Wood Screw
WAIN
Wainscot
ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER OR E.O,R. FOR CLARIFICATION.
FLOOD ZONE - YES °AE"
DIM
Dimension
INSUL
INT
Insulation
Interior
RM
Room
WC
WD
Water Closet
Wood
r`
DN
Down
RO
Rough 0 irg
WH
Water Heater
H. ASSEMBLIES WITHIN RATED 00 iSTRUtCTION REQUIRE A UL ASSEMBLY NUMBER RECOGNIZED BY THE
OCCUPANCY GROUP
JAN
Janitor
RWD
Redwood
WP
Waterproofing)
C.B.C., C.F.C. OR FIRE MARSHALL WHEN SUCH NUMBERS ARE PRESENTED ON THE DRAWINGS, IT IS CRITICAL
JT
Joint
THAT THE ASSOCIATED ASSEMBLY MEETS THE REQUIREMENTS THEREOF AND THAT PRODUCT LITERATURE
SECTION 3105 GROUR S
ABBREVIATIONS
PLAN SYMBOLS
MODULE LOCATION
SHEET LOCATION
MODULE LOCATION
CUT DESIGNATION
SHEET LOCATION
COLUMN GRID
MATCH LINE
AREA OF BUILDING
SHOWN ON SHEET
OFFICE ROOM NAME
ROOM NUMBER
DOOR TAG
TOC TOS SPOT ELEVATIONS
ob ELEVATION
LOCATION BENCHMARK ELEVATION
631 '--, TOPOGRAPHIC CONTOUR ELEVATION
• • PROPERTY LINE
MATERIAL SYMBOLS
' CONCRETE
GYP, BOARD
MASONRY
BATT INSULATION
RIGID INSULATION
/ I % ORIENTED STRAND BOARD- ELEVATION
STEEL OR METAL
BLOCKING
CONTINUOUS PLATE
EXPOSED WOOD
I I I1 I I1 I f=1 I I=1 I I
—111 SOIL
oo� oo�
GRAVEL
ofl o0
ASPHALT PAVING
GLAZING OR ARCHITECTURAL
SPECIALTY AS NOTED
17 APA RATED SHEATHING
LANDSCAPING- AS NOTED
I:L J]
RELATED TO THE COMPONENTS OF THAT ASSEMBLY BE RETAINED ON SITE FOR INSPECTION.
J. PLEASE REFER TO THE FLOOR PLAN FOP, THE REQUIREMENTS OF DOORS.
K PLEASE REFER TO THE STRUCTURAL COVER SHEET FCR ADDITIONAL INFORMATION REGARDING THE
GENERAL REQUIREMENTS FOR STRUCTURAL RELATED ISSUES,
CONTRACTOR RELATED ITEMS
1, CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL SAMPLES
TO THE OWNER FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR WORK
2. PRIOR TO COMMENCING ANY WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY
CHANGES FROM THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE OWNER AND E.O.R, FOR
CONSIDERATION BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR SHALL ALSO VERIFY THE
LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK
a EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES AND BUILDING CODE
COMPLIANCE LISTED OR IMPLIED HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND
OMISSIONS OF ALL HIS EMPLOYEES AND SUBCONTRACTORS AND SHALL SUPERVISE THE WORK AND
COORDINATE ALL PORTIONS THEREOF.
4. THE CONTRACTOR 0 EXPECTED TO HAVE STUDIED THE DRAWINGS, TO HAVE VISITED THE SITE, AND TO
HAVE REVIEWED ALL CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE SUCH CONDITIONS
SHOULD BE REFLECTED AND QUALIFIED IN THE FINAL BID,
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AND NEW WORK ANY WORK
DAMAGED FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER.
6. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SUBMITTED IN A TIMELY
MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE OWNER AND E.O.R. WITH RESPECT TO DESIGN
AND PERFORMANCE THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND DELAYS WHICH ARE
THE RESULT OF ANY SUBSTITUTIONS. ADEQUATE SPECIFICATIONS AND DRAWINGS ARE REQUIRED IN ORDER
TO REVIEW ALTERNATIVE ITEMS. THE OWNER AND EO.R. RESERVES THE RIGHT TO REJECT A SUBSTITUTION
FOR ANY REASON, CHANGES MUST ADDITIONALLY BE APPROVED BY THE GOVERNING AGENCY.
7. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK
SHALL BE OF GOOD QUALITY, FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS.
8. THE GENERAL CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING SERVICES INCLUDING
POWER, WATER, OR OTHER UTILITIES, WITH THE PROPER BUILDING PERSONNEL. SUCH DISRUPTIONS MAY
INCLUDE CONCRETE CUTTING OR SIMILAR DEMOLITION WHICH MIGHT CREATE A DISTRACTION TO NORMAL
FACILITY OPERATIONS.
9. THE CONTRACTOR & ALL SUBCONTRACTORS SHALL PURCHASE & MAINTAIN CERTIFICATIONS OF
INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR
THE LIMITS AS REQUIRED BY LAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,
MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REQUIREMENTS AND REGULATIONS,
10. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PREMISES CLEAN AND VOID OF THE
ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS AT ALL TIMES. AT THE
COMPLETION OF THE WORK, HE SHALL PERFORM A FINAL CLEAN UP, CLEAN ALL GLASS, AND PLASTIC
LAMINATE SURFACES AND LEAVE THE WORK IN A VACUUM -CLEAN CONDITION.
11. THE CONTRACTOR SHALL GUARANTEE FOR ONE(1) YEAR THAT ALL OF THE WORK PERFORMED UNDER
THE CONTRACT DOES NOT CONTAIN FAULTY MATERIALS, AND IS WATERTIGHT AND LEAK -PROOF IN EVERY
PARTICULAR AND FREE FROM IMPROPER WORKMANSHIP.
12. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDERS OF MATERIALS AND
EQUIPMENT OF ANY LONG LEAD TIME ITEMS, THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL
WORKMEN SHALL COORDINATE IN ADVANCE, THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES.
RESPONSIBILITY FOR LACK OF COORDINATION AND PROBLEMS CAUSED BY THIS LACK OF COORDINATION
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL TRADES INVOLVED.
PLAN SYMBOLS AND GRAPHICS LEGEND GENERAL NOTES
PLANNING NOTE: (0
I
1 THIS PROJECT IS LOCATED WITHIN THE 'STATE RESPONSIBILITY AREA"
AND IS REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM WHICH WILL BE A
DEFERRED APPROVAL ITEM.
IDENTIAL)
Complete construction Post Debris Recovery
final report and V.O.C. documentation and
submit to Building Division prior to final
PROPOSED CONSTRUCTION AREAS AND DESCRIPTION' buildins inspection
LIVING AREA ADDITION 520 S.F.
C.B.C. CONSTRUCTION TYPE:
TYPE VB
OCCUPANT LOADING:
ANALYSIS IS BASED UPON C.B.C. TABLE 1004,12
TOTAL OCCUPANTS IN RESIDENTIAL AREA; 1 PER 200 Ff = 3
EXITING:
2 EXITS - 1 FRONT DOOR AND 1 REAR DOOR
BEDROOMS ARE PROVIDED WITH
EMERGENCY EXITING THRU WINDOWS PER
CBC (SECTION 1029) MAX SILL HT. OF 44"
AND MIN, OPENING OF 20" WIDE x 24" HIGH
Comply with 2013 CRC Section R327
Materials and construction methods for exterior wildfire
exposure for Current information on approved materials
from Cal Fire/ California Division of Forestry see California
Ctota ri— KA—chMi . aheita
Fire sprinkler permit will be required
for this structure separate permit will
be required to be issued prior to rough
frame inspection
SEE FLOOD ELEVATION
CERTIFICATE FOR
REQUIREMENTS
PROVIDE "FINISHED
CONSTRUCTION" FLOOD ELEVATION
CERTIFICATE PRIOR TO FINAL
BUILDING INSPECTION TO BUILDING
DIVISION
Energy Requirements See
attached energy certificate of compliance
for specific energy requirements for this
building
CODE SUMMARY
DESIGN CRITERIA
1. TYPICAL GRAVITY LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:
ROOF DL = 15 psf
ROOF LL = 20 psf
Z WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING
2013 CBC CRITERIA:
BASIC WIND SPEED = 85 mph (3 -second gust)
3. SEISMIC LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING
2013 CBC CRITERIA:
IMPORTANCE FACTOR = 1.0
OCCUPANCY CATEGORY = I
SITE CLASS = D
SPECTRAL RESPONSE COEFFICIENTS:
S os = 0.50g< Soe <0.75G
SEISMIC DESIGN CATEGORY = D
FOUNDATIONS
FOUNDATION DESIGN IS BASED ON SITE CLASS 5 MATERIAL PER TABLE 1806.2, WITH A
MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1,500 psf.
ALL NEW FOUNDATIONS SHALL BE CAST ON UNDISTURBED SOIL EXCAVATED TO A DEPTH
OF NOT LESS THAN 12 INCHES BELOW NATURAL GRADE PER SECTION R403.1.4 OF THE 2013
CRC. FOUNDATIONS SHALL NOT BE CAST ON FILL DIRT,
ALL NEW FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE TO BE
SUBJECTED TO INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO
PLACEMENT OF CONCRETE.
MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2500psi @ 28 DAYS
DESIGN CRITERIA
SHT.
PERMIT # f 2914! , DZZU
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
C COMPLI "CE
DATE Z 1 BY
CONTENTS
ARCHITECTURAL
A0,1 ARCHITECTURAL COVER SHEET
A02 CALGREEN RESIDENTIAL MANDATORY MEASURES
A1.1 OVERALL SITE PLAN
A2.1 FOUNDATION & FLOOR FRAMING PLANS
A2.2 ROOF FRAMING & ELECTRICAL PLANS !
A3.1 1EXTERIOR ELEVATIONS AND BUILDING SECTIONS
STRUCTURAL
S1 STRUCTURAL COVER SHEET
S4.1 TYPICAL FOUNDATION SECTIONS & DETAILS
S6.1 TYPICAL FRAMING SECTIONS & DETAILS I
ATTACHMENTS j
1 IMANUFACTURED TRUSS CALCULATIONS
2 I ENERGY COMPLIANCE REPORT - TITI F 94 1
D RAW I N G INDEX
I
i
LO
N
LO
17 APA RATED SHEATHING
LANDSCAPING- AS NOTED
I:L J]
RELATED TO THE COMPONENTS OF THAT ASSEMBLY BE RETAINED ON SITE FOR INSPECTION.
J. PLEASE REFER TO THE FLOOR PLAN FOP, THE REQUIREMENTS OF DOORS.
K PLEASE REFER TO THE STRUCTURAL COVER SHEET FCR ADDITIONAL INFORMATION REGARDING THE
GENERAL REQUIREMENTS FOR STRUCTURAL RELATED ISSUES,
CONTRACTOR RELATED ITEMS
1, CONTRACTOR TO PROVIDE COPIES OF BROCHURES, SHOP DRAWINGS AND/OR FINISH MATERIAL SAMPLES
TO THE OWNER FOR REVIEW PRIOR TO PROCEEDING WITH THE INSTALLATION OR WORK
2. PRIOR TO COMMENCING ANY WORK OR ORDERING MATERIALS, THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS OF ANY EXISTING OR NEW WORK AND SHALL BE RESPONSIBLE FOR THEIR ACCURACY. ANY
CHANGES FROM THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE OWNER AND E.O.R, FOR
CONSIDERATION BEFORE PROCEEDING WITH THE WORK THE CONTRACTOR SHALL ALSO VERIFY THE
LOCATION OF EXISTING UTILITIES PRIOR TO BEGINNING WORK
a EACH TRADE WILL BE HELD RESPONSIBLE FOR KNOWLEDGE OF GENERAL NOTES AND BUILDING CODE
COMPLIANCE LISTED OR IMPLIED HEREIN. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACTS AND
OMISSIONS OF ALL HIS EMPLOYEES AND SUBCONTRACTORS AND SHALL SUPERVISE THE WORK AND
COORDINATE ALL PORTIONS THEREOF.
4. THE CONTRACTOR 0 EXPECTED TO HAVE STUDIED THE DRAWINGS, TO HAVE VISITED THE SITE, AND TO
HAVE REVIEWED ALL CONDITIONS UNDER WHICH HE WILL BE OBLIGED TO OPERATE SUCH CONDITIONS
SHOULD BE REFLECTED AND QUALIFIED IN THE FINAL BID,
5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING AND NEW WORK ANY WORK
DAMAGED FOR ANY REASON SHALL BE REPLACED AT NO COST TO THE OWNER.
6. SUBSTITUTIONS, REVISIONS OR CHANGES MAY BE ALLOWED ONLY IF ITEMS ARE SUBMITTED IN A TIMELY
MANNER IN WRITING AND SUBSEQUENTLY APPROVED BY THE OWNER AND E.O.R. WITH RESPECT TO DESIGN
AND PERFORMANCE THE CONTRACTOR IS LIABLE FOR REPLACEMENT, REPAIR AND DELAYS WHICH ARE
THE RESULT OF ANY SUBSTITUTIONS. ADEQUATE SPECIFICATIONS AND DRAWINGS ARE REQUIRED IN ORDER
TO REVIEW ALTERNATIVE ITEMS. THE OWNER AND EO.R. RESERVES THE RIGHT TO REJECT A SUBSTITUTION
FOR ANY REASON, CHANGES MUST ADDITIONALLY BE APPROVED BY THE GOVERNING AGENCY.
7. ALL MATERIALS AND EQUIPMENT INCORPORATED IN THE WORK SHALL BE NEW AND ALL WORK
SHALL BE OF GOOD QUALITY, FREE FROM FAULTS AND IN CONFORMANCE WITH THE PLANS.
8. THE GENERAL CONTRACTOR SHALL COORDINATE ANY DISRUPTIONS TO EXISTING SERVICES INCLUDING
POWER, WATER, OR OTHER UTILITIES, WITH THE PROPER BUILDING PERSONNEL. SUCH DISRUPTIONS MAY
INCLUDE CONCRETE CUTTING OR SIMILAR DEMOLITION WHICH MIGHT CREATE A DISTRACTION TO NORMAL
FACILITY OPERATIONS.
9. THE CONTRACTOR & ALL SUBCONTRACTORS SHALL PURCHASE & MAINTAIN CERTIFICATIONS OF
INSURANCE WITH RESPECT TO WORKMAN'S COMPENSATION, PUBLIC LIABILITY AND PROPERTY DAMAGE FOR
THE LIMITS AS REQUIRED BY LAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING,
MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS IN CONNECTION WITH THE WORK THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE ENFORCEMENT OF OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REQUIREMENTS AND REGULATIONS,
10. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE PREMISES CLEAN AND VOID OF THE
ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSED BY HIS OPERATIONS AT ALL TIMES. AT THE
COMPLETION OF THE WORK, HE SHALL PERFORM A FINAL CLEAN UP, CLEAN ALL GLASS, AND PLASTIC
LAMINATE SURFACES AND LEAVE THE WORK IN A VACUUM -CLEAN CONDITION.
11. THE CONTRACTOR SHALL GUARANTEE FOR ONE(1) YEAR THAT ALL OF THE WORK PERFORMED UNDER
THE CONTRACT DOES NOT CONTAIN FAULTY MATERIALS, AND IS WATERTIGHT AND LEAK -PROOF IN EVERY
PARTICULAR AND FREE FROM IMPROPER WORKMANSHIP.
12. CONTRACTOR SHALL SUBMIT CONFIRMATIONS WITH DELIVERY DATE ON ORDERS OF MATERIALS AND
EQUIPMENT OF ANY LONG LEAD TIME ITEMS, THE GENERAL CONTRACTOR, ALL SUBCONTRACTORS AND ALL
WORKMEN SHALL COORDINATE IN ADVANCE, THEIR INDIVIDUAL WORK WITH ALL OTHER TRADES.
RESPONSIBILITY FOR LACK OF COORDINATION AND PROBLEMS CAUSED BY THIS LACK OF COORDINATION
SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND ALL TRADES INVOLVED.
PLAN SYMBOLS AND GRAPHICS LEGEND GENERAL NOTES
PLANNING NOTE: (0
I
1 THIS PROJECT IS LOCATED WITHIN THE 'STATE RESPONSIBILITY AREA"
AND IS REQUIRED TO HAVE A FIRE SPRINKLER SYSTEM WHICH WILL BE A
DEFERRED APPROVAL ITEM.
IDENTIAL)
Complete construction Post Debris Recovery
final report and V.O.C. documentation and
submit to Building Division prior to final
PROPOSED CONSTRUCTION AREAS AND DESCRIPTION' buildins inspection
LIVING AREA ADDITION 520 S.F.
C.B.C. CONSTRUCTION TYPE:
TYPE VB
OCCUPANT LOADING:
ANALYSIS IS BASED UPON C.B.C. TABLE 1004,12
TOTAL OCCUPANTS IN RESIDENTIAL AREA; 1 PER 200 Ff = 3
EXITING:
2 EXITS - 1 FRONT DOOR AND 1 REAR DOOR
BEDROOMS ARE PROVIDED WITH
EMERGENCY EXITING THRU WINDOWS PER
CBC (SECTION 1029) MAX SILL HT. OF 44"
AND MIN, OPENING OF 20" WIDE x 24" HIGH
Comply with 2013 CRC Section R327
Materials and construction methods for exterior wildfire
exposure for Current information on approved materials
from Cal Fire/ California Division of Forestry see California
Ctota ri— KA—chMi . aheita
Fire sprinkler permit will be required
for this structure separate permit will
be required to be issued prior to rough
frame inspection
SEE FLOOD ELEVATION
CERTIFICATE FOR
REQUIREMENTS
PROVIDE "FINISHED
CONSTRUCTION" FLOOD ELEVATION
CERTIFICATE PRIOR TO FINAL
BUILDING INSPECTION TO BUILDING
DIVISION
Energy Requirements See
attached energy certificate of compliance
for specific energy requirements for this
building
CODE SUMMARY
DESIGN CRITERIA
1. TYPICAL GRAVITY LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE AS FOLLOWS:
ROOF DL = 15 psf
ROOF LL = 20 psf
Z WIND LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING
2013 CBC CRITERIA:
BASIC WIND SPEED = 85 mph (3 -second gust)
3. SEISMIC LOADS USED IN THE DESIGN OF THIS STRUCTURE ARE BASED ON THE FOLLOWING
2013 CBC CRITERIA:
IMPORTANCE FACTOR = 1.0
OCCUPANCY CATEGORY = I
SITE CLASS = D
SPECTRAL RESPONSE COEFFICIENTS:
S os = 0.50g< Soe <0.75G
SEISMIC DESIGN CATEGORY = D
FOUNDATIONS
FOUNDATION DESIGN IS BASED ON SITE CLASS 5 MATERIAL PER TABLE 1806.2, WITH A
MINIMUM ALLOWABLE SOIL BEARING PRESSURE OF 1,500 psf.
ALL NEW FOUNDATIONS SHALL BE CAST ON UNDISTURBED SOIL EXCAVATED TO A DEPTH
OF NOT LESS THAN 12 INCHES BELOW NATURAL GRADE PER SECTION R403.1.4 OF THE 2013
CRC. FOUNDATIONS SHALL NOT BE CAST ON FILL DIRT,
ALL NEW FOUNDATION EXCAVATIONS SHALL BE CLEAN AND LEVEL AND ARE TO BE
SUBJECTED TO INSPECTION AND APPROVAL BY THE LOCAL BUILDING OFFICIAL PRIOR TO
PLACEMENT OF CONCRETE.
MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2500psi @ 28 DAYS
DESIGN CRITERIA
SHT.
PERMIT # f 2914! , DZZU
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
C COMPLI "CE
DATE Z 1 BY
CONTENTS
ARCHITECTURAL
A0,1 ARCHITECTURAL COVER SHEET
A02 CALGREEN RESIDENTIAL MANDATORY MEASURES
A1.1 OVERALL SITE PLAN
A2.1 FOUNDATION & FLOOR FRAMING PLANS
A2.2 ROOF FRAMING & ELECTRICAL PLANS !
A3.1 1EXTERIOR ELEVATIONS AND BUILDING SECTIONS
STRUCTURAL
S1 STRUCTURAL COVER SHEET
S4.1 TYPICAL FOUNDATION SECTIONS & DETAILS
S6.1 TYPICAL FRAMING SECTIONS & DETAILS I
ATTACHMENTS j
1 IMANUFACTURED TRUSS CALCULATIONS
2 I ENERGY COMPLIANCE REPORT - TITI F 94 1
D RAW I N G INDEX
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JOB NUMBER
14-021
COVER
SHEET
A0. 1
SHEET NUMBER
INSPECTOR
SIPECTO CHAPTER 4 INSPECTOR DIVISION 4.4 Material Conservation and Resource Efficiency INSPECTOR Table 4.504,1 -ADHESIVE VOC LIMIT' /z INSPECTOR Table 4.504.5 -FORMALDEHYDE LIMITS'
SIGNOFF SI GNOFF (Less Water and Less EXEMPT Compounds in Grams per Liter) SIGNOFF (Maximum Formaldehyde Emissions in Parts per Million)
RESIDENTIAL MANDATORY MEASURES _ 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
ARCHITECTURAL APPLICATIONS
L I
U
4.4u13.1 IKodent prooting
Carpet pad adhesives
50
Outdoor carpet adhesives
150
Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior
100
Rubber floor adhesives
DIVISION 4.1 Planning and Design
Subflooradhesives
walls shall be protected against the passage of rodents by closing such openings with cement mortar,
Ceramic tile adhesives
65
VCT and asphalt tia adhesives
50
concrete masonry or a similar method acceptable to the enforcing agency.
5o
Cove base adhesives
4.106 SITE DEVELOPMENT
Multipurpose construction adhesives
70
Structural alazino adhesives
100
4.106.2 Storm water drainage and retention during construction
(3
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
1.28 gallonstflush
PVC welding
Projects which disturb less than one acre of soil and are not part of a larger common plan of development
CPVCweldlnq
4.408.1 Construction waste management
ABS welding
325
which in total disturbs one acre or more, shall manage storm water drainage during construction. In order
Y50
Recycle and/or salvage for reuse a minimum of 50 percent of the nonhazardous construction and
550
Contact adhesive
to mange storm water drainage during construction, one or more of the following measures shall be
Special purpose contact adhesive
demolition waste in accordance with either Section 4.408.2 or 4.408.4, or meet amore stringen local
Structural wood member h
14
implemented to prevent flooding of adjacent property, prevent erosion and retain soil rrunoff on the site.
250
construction and demolition waste management ordinance
500
Metal to metal
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
Plastic foams
Exceptions,
Porous material (except wood)
5D
2. Where storm water Is conveyed to a public drainage system, collection point, giuder or similar
30
1. Excavated soil and land -clearing debris.
80
Roof coatings
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
Rust preventive coatings
2. Alternate waste reduction methods developed by working with local agencies if diversion or
Shellacs
Clear
Opaque
730
550
by the enforcing agency.
100
recycle facilities capable of compliance with this item do not exist or are not located reasonably
Stone consolidants
3. Compliance with a lawfully enacted storm water management ordinance.
Swimming pool coatings
close to the jobsite.
Traffic marking coatings
Tub and the refinish coatings
420
3. The enforcing agency may make exceptions to the requirements of this section when isolated
250
Wood coatings
275
Wood preservatives
jobsites are located in areas beyond the haul boundaries of the diversion facility.
All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug
4.106.3 Grading and paving
0
4.408.2 Construction waste management plan
2. Weather -based controllers without Integral rain sensors or communication systems that account
The site shall be planned and developed to keep surface water from entering buildings. Construction plans
'1 i
Submit a construction waste management plan in conformance with nems 1 titlo�./g,i 5. the construction
1. Special inspectors shall be independent entities with no financial interest in the materials or the
shall Indicate how the site grading or drainage system will manage surface water flows. Examples of
for local rainfall shall have a separate wired or wireless rain sensor which connects or
waste management plan shall be updated as necessary and shall be available during construction for
in Table 4.504.3 shall be determined by classifying the coating as a flat, Nonflat or Nonflat-High Gloss
methods to manage surface water include, but are not limited to, the following:
examination by the enforcing agency
NUS
communicates with the controller(s). Soil moisture -based controllers are not required to have
1. Swales
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air
1. Identify the construction and demolition waste materials to be diverted from disposal by
4.504.3.2 Carpet adhesive
2. Water collection and disposal systems
recycling, reuse on the project or salvage for future use or sale.
Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High
3. french drains
All carpet adhesive shall meet the requirements of Table 5.504.1.
2. Specify if construction and demolition waste materials will be sorted on-site (source -separated)
homes in California according to the Homes Energy Rating System (HERS).
�
4, Water retention gardens
o
or bulk mixed (single stream)
5. Other water measures which keep surface water away from buildings and aid ini groundwater
3. Identify the diversion facility where the construction and demolition waste material will be taken.
recharge
Z
o
4. Identify construction methods employed to reduce the amount of construction and demolition
'
W G
�CO
cm
ARCHITECTURAL APPLICATIONS
CURRENT VOC LIMIT
Indoor carpet adhesives
50
Carpet pad adhesives
50
Outdoor carpet adhesives
150
Wood flooring adhesive
100
Rubber floor adhesives
B0
Subflooradhesives
50
Ceramic tile adhesives
65
VCT and asphalt tia adhesives
50
Drywall and panel adhesives
5o
Cove base adhesives
50
Multipurpose construction adhesives
70
Structural alazino adhesives
100
fm h n50
Q
SPECIALTY APPLICATIONS
1.28 gallonstflush
PVC welding
510
CPVCweldlnq
490
ABS welding
325
Plastic cement welding
Y50
Adhesive primerfor destic
550
Contact adhesive
80
Special purpose contact adhesive
250
Structural wood member h
14
Mastic texture coadnas
250
SUBSTRATE SPECIFIC APPLICATIONS
500
Metal to metal
30
Plastic foams
50
Porous material (except wood)
5D
Wood
30
Fiberglass
80
1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxins Control Measure for Composite Wood as
tested In accordance with ASTM E 1333, For additional Information, see Calif. Code of Regulations, Title 17, Sections 93120 through 93120.12.
2. Thin medium density fiberboard has a maxlmum thickness of 5/16 Inch (8 mm).
Q 4.505 INTERIOR MOISTURE CONTROL
4.505.1 General:
Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 Concrete slab foundations:
Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19 or
concrete slab on ground floors required to have a vapor retatder by the California residential Code,
Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break:
A capillary break shall be installed in compliance with at least one of the following:
1. A 4 -inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided
with a vapor barrier in direct contact with concrete and a concrete mix design, which will address
bleeding, shrinkage, and curling, shall be used, for additional Information, see American Concrete
Institute, ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
FLOW RATE
DURATION
PRODUCT CURRENT LIMIT JANUARY 1, 2012 JULY 1, 2012
Showerheads, residential
1. If an adhesive Is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed.
Hardwood plywood veneer core 0.05
Hardwood plywood composite care 0.05 0,05
Particleboard 0.09
Medium density fiberboard 0.11
Thin medium density fiberboard 0.13 1 0.13
1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxins Control Measure for Composite Wood as
tested In accordance with ASTM E 1333, For additional Information, see Calif. Code of Regulations, Title 17, Sections 93120 through 93120.12.
2. Thin medium density fiberboard has a maxlmum thickness of 5/16 Inch (8 mm).
Q 4.505 INTERIOR MOISTURE CONTROL
4.505.1 General:
Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 Concrete slab foundations:
Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19 or
concrete slab on ground floors required to have a vapor retatder by the California residential Code,
Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break:
A capillary break shall be installed in compliance with at least one of the following:
1. A 4 -inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided
with a vapor barrier in direct contact with concrete and a concrete mix design, which will address
bleeding, shrinkage, and curling, shall be used, for additional Information, see American Concrete
Institute, ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
Energy Commission.
Note: The owner or contractor may make the determination if the construction and demolition
waste materials will be diverted by a waste management company.
DIVISION 4.3 Water Efficiency and Conservation O 4.408.4 Waste stream reduction alternative
4.303 INDOOR WATER USE Projects that generate a total combined weight of construction and demolition waste disposed of in
C3 4.303.1 Water conserving plumbing fixtures and fittings landfills, which do not exceed four (4) lbs/sq. ft. of the building area shall meet the minimum 50 percent
Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the
construction waste reduction requirement in Section 4.408.1
table below. 4.410 BUILDING MAINTENANCE AND OPERATION
Table -WATER USE C3 4.410.1 Operation and maintenance manual
At the time of final Inspection, a manual, compact disc, web -based reference or other media acceptable to
FIXTURE TYPE
FLOW RATE
DURATION
waste generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be
Showerheads, residential
1. If an adhesive Is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed.
8 min,
3. A slab design specified by a licensed design professional.
Lavatory faucets, residential
1.5 gpm @ 60 psi
DIVISION 4.2 Energy Efficiency
3
calculated by weight or volume, but not by both.
1,8 gpm @ 50 psi
2. For additional Information regarding methods to measure the VOC content specified In this table, see South Coast Alr Quality Management District
Rule 1168.
1
(REFER TO <SHEE- ><DETAIL><SPECIFICATIOIV> }
1.8 gpm @ 60 psi
Modified bituminous
4.201 GENERAL
Q
4.408.3 Waste management company
Utilize a waste management company, approved by the enforcing agency, which can provide verifiable
1 flush
1
Flushometer tank water closets
4,505.3 Moisture content of building materials:
1 flush
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4.201.1 Scope (Minimum standards for energy efficiency)
1.28 gallonstflush
documentation that the percentage of construction and demolition waste material diverted from the landfill
1
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Table 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less EXEMPT Compounds In Grams Liter)
1.28 gallonslflush
Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not
be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be
1
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At a minimum, meet the California Ener Code Title 24, Part 6 as established b the California
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complies with Section 4.408.1
Industrial maintenance coats s
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verified in compliance with the following:
Ma ne to cement coons
Energy Commission.
Note: The owner or contractor may make the determination if the construction and demolition
waste materials will be diverted by a waste management company.
DIVISION 4.3 Water Efficiency and Conservation O 4.408.4 Waste stream reduction alternative
4.303 INDOOR WATER USE Projects that generate a total combined weight of construction and demolition waste disposed of in
C3 4.303.1 Water conserving plumbing fixtures and fittings landfills, which do not exceed four (4) lbs/sq. ft. of the building area shall meet the minimum 50 percent
Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the
construction waste reduction requirement in Section 4.408.1
table below. 4.410 BUILDING MAINTENANCE AND OPERATION
Table -WATER USE C3 4.410.1 Operation and maintenance manual
At the time of final Inspection, a manual, compact disc, web -based reference or other media acceptable to
FIXTURE TYPE
FLOW RATE
DURATION
DAILY USES OCCUPANTS
Showerheads, residential
2.0 glom @ 80 psi
8 min,
1
Lavatory faucets, residential
1.5 gpm @ 60 psi
.25 min.
3
Kitchen faucets
1,8 gpm @ 50 psi
4 min,
1
Replacement aerators
1.8 gpm @ 60 psi
Modified bituminous
500
Gravity tank -type water closets
1.28 gallonslflush
1 flush
1
Flushometer tank water closets
1.28 gallonslflush
1 flush
1
Flushometer valve water closets
1.28 gallonstflush
1 flush
1
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Electromechanical hydraulc waterclosets
1.28 gallonslflush
1 flush
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the enforcing agency which includes all of the following shall be placed in the building:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
SEALANTS
CURRENT VOC LIMIT
Architectural
250
Marine deck
760
Non membrane roof
300
Roadway
250
Slinalo-Dily roof membrane
450
Other
420
SEALANT PRIMERS
Flushometer tank water closets
Architectural
Nonporous
Porous
250
775
Modified bituminous
500
Marine deck
780
Other
750
1. Moisture content shall be determined with either a probe -type or contact -type moisture meter.
Equivalent moisture verification methods may be approved by the enforcing agency and shall
satisfy requirements found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade
stamped end of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with
documentation acceptable to the enforcing agency provided at the time of approval to enclose the
wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to
dry prior to enclosure in wall or floor cavities. Wet -applied insulation products shall follow the
manufacturers' drying recommendations prior to enclosure.
Q 4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans:
Each bathroom shall be mechanical ventilated and shall comply with the following:
life cycle of the structure. 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Operation and maintenance instructions for the following:
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by
a humidity control.
a. Equipment and appliances, including water -saving devices and systems, HVAC systems, Table 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2 a
water -heating systems and other major appliances and equipment. (Grams OF voc per Liter of Coating, Less Water and less Exempt Compounds) a. Humidity controls shall be capable of adjustment between a relative humidity range of 50 to a
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and airfilters.
d. Landscape irrigation systems.
FIxture a er Use ow rate ration Occupants Daly uses e. Water reuse systems.
Q 4.303.1.3.2 Multiple showerheads serving one shower 3. Information from local utility, water and waste recovery provldi rs on methods to further reduce
When a shower fixture Is served by more than one showerhead, the combined flow rate of all the resource consumption, including recycle programs and locations.
showerheads shall not exceed 2.0 gpm @ 80 psi, or the shower shall be designed to allow only one
shower outlet to be in operation at a time. 4. Public transportation and/or carpool options available in the area.
Note: A hand-held shower shall be considered a showerhead. 5. 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.
6. Information about water -conserving landscape and irrigation design and controllers which
conserve water.
Table 4.303.2 - FIXTURE FLOW RATE
7. Instructions for malntalning gutters and downspouts and the Importance of dlverting water at
FIXTURE TYPE
FLOW RATE
MAXIMUM FLOW RATE AT 220 PERCENT REDUCTION
Showerheads
2.5 gpm @ 80 psi
29pm @ 80 psi
Lavatory faucets, residential
2.2 gpm @ 60 psi
2gpm @ 80 psi`
Kitchen faucets
2.2 gpm @ 60 psi
2gpm @ 80 psi
Gravity tank -type water closets
1.6 gallonslflush
1.28 gallons/flush'
Flushometer tank water closets
1.6 gallonslflush
1.28 gallons/flush'
Flushometer valve water closets
1.6 gallonslflush
1.28 gallons/gush'
Electromechanical hydraulic water closets
1.6 gallonslflush
1.28 gallons/flush'
Urinals
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least 5 feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this [California
Green Building Standards] code.
DIVISION 4.5 Environmental Quality
1. Includes ,Ingle and dual flush water closets with an effective flush of 7.28 gallons or Toss.
2, Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 4.503 FIREPLACES
4.503.1 General
C) 4.303.3 Plumbing fixtures and fittings Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or
Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall meet the pellet stove shall comply with U.S. EPA Phase 11 emission limits where applicable. Woodstoves, pellet
standards referenced in Table 4.303.3. stoves and fireplaces shall also comply with applicable local ordinances.
(REFER TO <SHEET><DETAIL><SPECIF/CATION> } 4.504 POLLUTANT CONTROL
4,504.1 Covering of duct openings and protection of mechanical equipment during construction
At the time of rough installation or during storage on the construction site and until final startup of the
heating and cooling equipment, all duct and other related air distribution component openings shall be
Table 4.303.2 - STANDARDS FOR PLUMBING FIXTURES AND FIXTURE FITTINGS covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the
amount of dust or debris which may collect in the system
REQUIRED STANDARDS
Water closets (toilets) -flushometer valve -type single flush,
maximum flush vokrms
ASME A 112.19.2/CSA 845.1 -1.28 gal (4.8 L)
Water closets (toilets)-flushometer valve -type dual flush,
maximum flush volume
ASME A 112.19.14 and U.S. EPA WaterSense Tank -Type High-Efflclency
Toilet Specification -1.28 gal (4.8 L)
Water closets (toilets) -tank type
U.S. EPA WalorSense Tank -Type Hlgh-EHldency Toilet Specification
Urinals, maximum flush volume
ASME A 112.19.2/CSA B45.1 -0.5 gal (1.9 L)
Urinals, nonwater urinals
ASME A 112.19.19 (vitreous china) ANSI 2124,9.2084 or IAPMO 2124.9 (plastic)
Public lavatory faucets:
Maximum flow rate -0.5 gpm (1.9 Llmin)
ASME A 112.18.1/CSA 13125.1
Public metering self-closing faucets;
Maximum water use - 0.25 gal (1.0 L) per metering cycle
ASME A 112.18.1/CSA B125.1
Residential bathroom lavatory sink faucets:
Maximum flow rate -1.5 gpm (5.7 Umin)
ASME A 112.18.1/CSA B125.1
4.504.2 Finish material pollutant control
Finish materials shall comply with this section.
4 504 2 1 Adhesives sealants and caulks
COATING CATEGORY
ErrECTIVE 1/112010 EFFECTIVE 11112012
Flat coatings
50
Nonfiat coatings
10
Nonflat-high gloss coatings
150
Specialty Coatings
Aluminum roof coatings
400
Basements daft coatis
400
Bituminous roof coatings
50
Bituminous roof rimers
350
Bond breakers
350
Concrete curls compounds
350
Concrete/mason sealers
100
Driveway sealers
50
D f coats
150
Faux flnlshln coatings
350
Fire resistive coatings
350
Floor coatin s
100
Form -release corn nds
250
Graphic arts coatis sin Intl
500
High temperature coatln
420
Industrial maintenance coats s
250
Low c n '
12
Ma ne to cement coons
450
Mastic texture coadnas
inn
Matalllc pigmented coatings
500
Multicolor coatings
250
Pretreatment wash prkrters
420
Primers, sealers, end undercoators
100
Reactive penetrating sealers
350
Recycled coati s
250
Roof coatings
50
Rust preventive coatings
400 250
Shellacs
Clear
Opaque
730
550
Specialty m n n
d ars sealers and u dercoate s
100
Stains
Stone consolidants
E340
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Swimming pool coatings
1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust
Traffic marking coatings
Tub and the refinish coatings
420
Waterproofing membranes
250
Wood coatings
275
Wood preservatives
350
All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug
maxlmum of 80 percent. A humldlty control may Utilize manual or automatic means of
adjustment.
b. A humidity control may be a separate component to the exhaust fan and Is not required to be
integral (ie, built-in).
Notes:
1, For purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower
combination.
2. Lighting Integral to bathroom exhaust fans shall comply with the California Energy Code.
4,507 ENVIRONMENTAL COMFORT
113 4.507.1 Openings:
Whole house exhaust fans shall have insulated louvers or covers which dose when the fan is off.
Covers or louvers shall have a minimum insulation value of R-4.2.
Q 4.507.2 Heating and air-conditioning system design:
Heating and air conditioning systems shall be sized, designed and have their equipment selected using
the following methods:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J-2004, ASHRAE
handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACOA 1 Manual D-2009, ASHRAE handbooks or other
equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/RCCA 3 Manual S-2004 or other
equivalent design software or methods.
Exception: Use of alternate design temperatures necessary to ensure the systems function are
acceptable.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 Installer training:
HVAC system installers shall be trained and certified in the proper installation of HVAC systems including
ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified
persons may perform HVAC installations when under the direct supervision and responsibility of a person
trained and certified to install HVAC systems or contractor licensed to Install HVAC systems. Examples of
acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs
2. Public utility training programs
3. Training programs sponsored by trade, labor or statewide energy consulting or verification
Adhesives, sealant and caulks used on the project shall meet the req'filements of the following organizations
,, 1. Grams of VOC per Iter of coating, Including water and Including exempt compounds.
standards unless more stringent local or regional air pollution or air quaRy management district rules specified limits Programs sponsored by manufacturing organizations
z. rhespecifiedlimits remain m effect unless leased Imps are naiad In subsequent columna Ir me table. 5. Other programs acceptable to the enforcing agency
apply. 3. values In this table are derived from those specified b the California Air Resources Board, Architectural Coatings
P YSuggested Control Measure,
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall February 1, 2008. More Information Is available from the Air Resources Board. 702.2 Special Inspection [HCD]:
comply with local or regional air pollution control or air quality management district rules where When required by the enforcing agency, the owner or the responsible entity acting as the owners agent
applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. shall employ one or more special inspectors to provide inspection or other duties necessary to
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic substantiate compliance with this code. Special inspectors shall demonstrate competence to the
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and 4.504.3 Carpet systems satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In
1 All t• t II d• th b 'Id•
tnc oroethylene), except for aerosol products, as specified In Subsection 2 below.
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carpe Ins a e in a ul Ing ntenor shall meet the testing and product requirements of one of the
following:
addition to other certifications or qualifications acceptable to the enforcing agency, the following
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certifications or education may be considered by the enforcing agency when evaluating the qualifications
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
1. Carpet and Rug Institute's Green Label Plus Program.
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of a special inspector:
units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
2. California Department of Public Health "Standard Method for the Testing and Evaluation of Volatile
4.304 OUTDOOR WATER USE
4.304.1 Irrigation Controllers
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
Organic Chemical Emissions from Indoor Sources Using Environmental Chamber," Version 1.1,
February
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1. Certification by a national or regional green building program or standard publisher
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,
2010 (also known as Specification 01350.)
2. Certification by a statewide energy consulting or verification organization, such as HERS raters,
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Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of
commencing with section 94507.
3. NSF/ANSI 140 at the Gold level.
building performance contractors, and home energy auditors.
final Inspection shall comply with the following:
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4, Scientific Certifications Systems Indoor Advantage "M Gold.
3. Successful completion of a third party apprentice training program In the appropriate trade
4.504.2.2 Paints and coatings
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4. Other programs acceptable to the enforcing agency
1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust
Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural
4.504.3.1 Carpet cushion
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irrigation in response to changes in plants' needs as weather conditions change.
Suggested Control Measure, as shown In Table 4.504.3, unless more stringent local limits apply. The
All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug
Notes:
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2. Weather -based controllers without Integral rain sensors or communication systems that account
VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed
Institute Green Label program.
1. Special inspectors shall be independent entities with no financial interest in the materials or the
for local rainfall shall have a separate wired or wireless rain sensor which connects or
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in Table 4.504.3 shall be determined by classifying the coating as a flat, Nonflat or Nonflat-High Gloss
project they are inspecting for compliance with this code.
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communicates with the controller(s). Soil moisture -based controllers are not required to have
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air
4.504.3.2 Carpet adhesive
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
rain sensor input.
Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High
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homes in California according to the Homes Energy Rating System (HERS).
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4.504.2.3 Aerosol paints and coatings
Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall comply
agent shall employ one or more special inspectors to provide inspection or other duties necessary to
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with one or more of the following:
substantiate compliance with this code. Special inspectors shall demonstrate competence to the
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and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting
satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In
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substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing
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1. VOC emission limits defined In the Collaborative for High Performance Schools (CHPS) High
addition, the special inspector shall have a certification from a recognized state, national or international
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with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District
Performance Products Database.
association, as determined by the local agency. The area of certification shall be closely related to the
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additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49.
2. Products compliant with CHPS criteria certified under the Greenguard Children & Schools program.
primary job function, as determined by the local agency.
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3. Certification under the Resilient Floor Covering Insitute (RFCI) Floorscore program.
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4.504.2.4 Verification
4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
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Verification of compliance with this section shall be provided at the request of the enforcing agency.
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Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chamber," Version
project they are inspecting for compliance with this code.
Documentation may include, but is not limited to, the following:
1.1, February 2010 (also known as Specification 01350.)
1. Manufacturer's product specification.
4.504.5 Composite wood products:
703 VERIFICATIONS
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2, Field verification of on-site product containers.
Hardwood plywood, particleboard and medium density fiberboard composite wood products used on
703.1 Documentation:
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the interior or exterior of the building shall meet the requirements for formaldehyde as specked in
Documentation used to show compliance with this code shall include but is not limited to, construction
ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates
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documents, plans, specifications, builder or installer certification, inspection reports, or other methods
specified in those sections, as shown in Table 4,504.5.
acceptable to the enforcing agency which demonstrate substantial conformance. When specific
4.504.5.1 Documentation:
documentation or special inspection is necessary to verify compliance, that method of compliance will be
(REFER TO <SHEE7><DETAIL><SPECIFICATI0N> }
Verification of compliance with this section shall be provided as requested by the enforcing agency.
specified in the appropriate section or identified applicable checklist.
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Documentation shall Include at least one of the following:
1. Product certifications and specifications
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2. Chain of custody certifications
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3. product labeled and invoicedasmeeting the Composite Wood Products regulation (see CCR,
Title 17, Section 93120,
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5. Other methods acceptable to the enforcing agency.
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CALGREEN RESIDENTIAL
MANDATORY
MEASURES
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SHEET NUMBER
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LPG TANK LOCATION Minimum distance
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Gallons or less, LPG Tank shall be -e2 Feet
• NO CONSTRUCTION IN
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PRO�/IDE M`NItJ1UM CTURE OF F ALL PORTIONS OF STRUCTURE TO BE OUT
I I G OF STRU RNATE OF EASEMENT -INCLUDING FOOTINGS,
FOOTIN P ONS OF P I4XTE G FOUNDATIONS, WALLS, EAVES AND ROOF `\'
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EXISTING OR NEW TREE
ROOF OUTLINE
EXISTING FENCE
SETBACK OR EASEMENT AS
DESCRIBED ON DRAWING
PROPERTY LINE
OUTLINE OF NEW 520 S0. FT,
ADDITION
EXISTING LANDSCAPE
EXISTING CONCRETE SITEWORK
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SPACING
FIBER ROLL DETAILO
SEDIMENT CONTROL
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PROJECT SITE PLAN
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SCALE: 1" = 50'-0"
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SHEET NUMBER
14-021
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SHEET NUMBER
14-021
LC
Install all electrical equipment at or
above the specified Flood
Elevation stated on the FEMA
FIRM Elevation Certificate
ALL MATERIALS AT OR
BELOW BASE FLOOD
ELEVATION SHALL BE
FLOOD RESISTANT.
SEE FLOOD ELEVATION
CERTIFICATE FOR
REQUIREMENTS
PROVIDE "FINISHED
CONSTRUCTION" FLOOD
ELEVATION CERTIFICATE PRIOR TO
FINAL BUILDING INSPECTION TO
BUILDING DIVISION
BRACED WALLS SCHEDULE
BRACED ED WALL MOTES
WALL MARK
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1. BRACED WALL LATERAL LOAD RESISTING PANELS ARE TO BE IN CONFORMANCE WITH THE
CONVENTIONAL LIGHT -FRAME CONSTRUCTION PROVISIONS OF THE 2013 CBC, SECTION 2308.
/32" PLYWD
3/8" CD -X
/8" CD-
SHEATHING
SIDING
PLYWOOD
SIDE
2. VERTICAL STUD SPACING SHALL NOT EXCEED 24'0.0.
3. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS,
EDGE NAILING
8ds 6"o.a
8d's 6"o.c.
" @ o,c.
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4. HORIZONTAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER BLOCKING OF EQUAL
SIZE TO THE STUDDING,
FIELD NAILING
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8cP8 @ 12o.c.
8ds 2"0.C'
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5. SILL PLATES SHALL BE NAILED TO THE FLOOR FRAMING AND TOP PLATES SHALL BE
TO THE FRAMING ABOVE IN ACCORDANCE WITH 2013 CBC, TABLE 2304.9.1
MINIMUMCONNECTED
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PANEL LENGTH
4'-0"
2'-8"
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6. SILL PLATES SHALL BE BOLTED TO THE FOUNDATION OR SLAB WITH 1/2"o x T' MINIMUM
SPACED NOT MORE THAN 6'-0" oo. APART, WITH A MINIMUM OF TWO BOLTS
MAXIMUMEMBEDMENT,
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PANEL HEIGHT
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10'-0"
0'-0'
PER PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH
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/5 -POINT
7. ALTERNATE BRACED WALL PANEL PER 2013 CBC, SECTION 2308.9.3.1 PANEL SHALL BE
SUPPORTED DIRECTLY ON A FOUNDATION OR ON FLOOR FRAMING SUPPORTED DIRECTLY
TIE -DOWN
DEVICE EA END I
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ON A FOUNDATION. DO NOT CONSTRUCT OVER A CRIPPLE WALL
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1. SEE SHEET S1 FOR GENERAL STRUCTURAL NOTES, SEE SHEET S4.1 FOR
TYPICAL FOUNDATION DETAILS,
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2. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL OR Q OF COLUMN, U.O.N.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS,
3. CONTRACTOR TO VERIFY BEARING ON NATIVE SOIL OR ENGINEERED FILL
VERIFICATION OF ALLOWABLE SOIL BEARING CAPACITY IS THE RESPONSIBILITY
OF THE OWNER AND/OR CONTRACTOR. j
(1500 psf ALLOWABLE SOIL BEARING PRESSURE ASSUMED)
4. CONTRACTOR TO COORDINATE ALL HOLD DOWN POST & BOLT LOCATIONS
w/ FLOOR PLAN & WALL FRAMING PRIOR TO PLACING CONCRETE
5. ALL HEADERS AT EXTERIOR AND BEARING WALLS TO BE 4x6 D,F. #2 U.O.N. ON PLAN.
HEADERS 6-0" OR LESS MAY BEAR ON SINGLE 2x TRIMMER. HEADERS SPANNING
OVER 6'-0" SHALL BEAR ON MINIMUM OF (2) 2x TRIMMERS,
6. INTERIOR WALL SURFACES IN (E) STORAGE AREA ARE TO HAVE NO GYP. BD,
INSTALLED BELOW 3'-0" ABOVE (E) FINISHED SLAB SURFACE.
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INDICATES HOLD DOWN w/ DBL 2x POST U.O.N,, SEE PLAN & 9/S4.1.
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TYPICAL EXTERIOR WALL - 2x4 STUDS AT 16"oa w/ R-15 BATT
INSULATION, EXTERIOR SHEATHING SHALL BE APA RATED OVER WALL
— — — - i FRAMING BRACED WALL SCHEDULE INDICATES BRACED WALL MARK
1 (SEE SCHEDULE THIS SHT.) & SIDE OF WALL TO RECEIVE SHEATHING,
INDICATES MINIMUM LENGTH OF BRACED WALL
ALL DOORS SHALL BE PLACED 4" OFF NEAREST PERPENDICULAR
WALL UNLESS DIMENSIONED OTHER WISE.
CENTER ALL WINDOWS ON INTERIOR FACE OF WALL UNLESS
DIMENSIONED OTHERWISE
ALL HEADS SHALL OCCUR AT 6'-8" A.F.F. UNLESS NOTED OTHERWISE.
INTERIOR WALL - 2x4 STUDS AT 16"o.C, FILL ALL VOIDS WITH SOUND
INSULATION, FOR CONNECTION DETAIL WITH EXTERIOR WALL SEE
7/S6.1
EDGE OF ROOF EAVE- SEE ROOF FRAMING PLAN
3070 INDICATES DOOR SIZE EXAMPLE; 3'-0" WIDTH x 7-0" HEIGHT
3050 INDICATES WINDOW SIZE EXAMPLE; 3'-0" WIDTH x 5'-0" HEIGHT
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1 HOUR RATED WALL
1HR OCC ASSEMBLY PER CRC TABLE R302,6 - APPLY V2" GYP. BD, TO
STORAGE SIDE FACE OF (E) STUDS FROM STORAGE FIN, FLOOR' 6
ROOF SHEATHING,
PLAN NOTES SCALE NONE
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FLOOR SHEATHING LAYOUT,
3/4" T & G PLYWOOD SUBFLOOR,
GLUE & NAIL w/ 10d RING SHANK
8 @ 6'ha EN, 12"aa F.N. i
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A3,1 SEE FOR ADD'L INFO.
SIM. TRANSVERSE S61
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041-011
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5'-0" -0
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- 7 ------------------- �4'-0"
PROVIDE 16"x24" UNDER FLOOR ACCESS
OPENING IN STEM WALL, AVOID BRACED
WALL PANEL LOCATIONS
10 <4
PROPOSED FLOOR PLAN �� �..,-W
26-0"
NEW ADDITION
12
S4.1
10
S4.1 SIM.
(N) ADDITION (E) STORAGE
(E) STORAGE
SEE NOTE #6
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RETROFIT (E) STUD WALLS, SEE 10
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WALL EQUIPMENT (SOLID
GRAPHICS)
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SINGLE POLE LIGHT SWITCH, QUITE STYLE AS MFR. BY
PHASE, 15 & 20amp BRANCH CIRCUTS SUPPLYING OUTLETS IN
LEVITON OR EQUAL. COLOR BY OWNER.
S3
3 WAY LIGHT SWITCH. COLOR BY OWNER
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STANDARD DUPLEX RECEPTACLE
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MIN, 30 AMP 220 volt RECEPTACLE
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SINGLE OUTLET RECEPTACLE (DEDICATED CIRCUIT)
LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES TO BE LABELED
"SUITABLE
SPLIT RECEPTACLE OR SWITCHED OUTLET
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G.F1. OUTLET
BATHROOM RECEP11CALS TO BE SUPPLIED BY AT LEAST ON 20an-p
FOURPLEX RECEPTACLE
BRANCH CIRCUT, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS
EXTERIOR DUPLEX OUTLET
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PHONE JACK
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VOICE/ DATA
OTELEVISION
JACK LOCATION
CEILING MOUNTED EQUIPMENT
® 4" RECESSED INCANDESCENT LIGHT FIXTURE
EQ CEILING MOUNTED DUPLEX RECEPTACLE
® HARD WIRED SMOKE DETECTOR WITH BATTERY BACK UP
CEILING MOUNTED EXHAUST FAN
PROVIDE SUPPORT & WIRE FOR CEILING FAN
WITH SURFACE MOUNTED LIGHT FIXTURE
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WALL MOUNTED LIGHTING FIXTURE
SURFACE MOUNTED CEILING LIGHT.CENTER LIGHT IN ROOM
ELECTRICAL NOTES
ARC FAULT CIRCUIT -INTERRUPTER PROTECTION TO ALL 120x, SINGLE
ALL OUTDOOR AND GARAGE OUTLETS SHALL BE PROVIDED WITH G.F.I.
PHASE, 15 & 20amp BRANCH CIRCUTS SUPPLYING OUTLETS IN
PROTECTION IN COMPLIANCE WITH CALIFORNIA ELECTRICAL CODE
DWELLING PER 210.12(A) OF THE 2013 CEC.
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ALL WIRE SHALL BE 12 GA COPPER, INSTALL ALL WIRE ON 20 GA.
ALL 125v, SINGLE PHASE, 15 & 20amp RECEPTACLES SHALL BE
CIRCUIT WITH MAXIMUM NUMBER OF OUTLETS ON ANY GIVEN
LISTED TAMPER-RESISTANT IN DWELLING PER THE 2013 CEC,
CIRCUIT NOT TO EXCEED 12.
LIGHT FIXTURES IN TUB OR SHOWER ENCLOSURES TO BE LABELED
"SUITABLE
SPECIAL APPLIANCES ARE SHOWN WITH A SINGLE OUTLET SYMBOL
FOR DAMP LOCATION" PER THE 2010 CEC ART. 410.10 (A) & (D).
AND SHALL BE SERVED BY A DEDICATED CIRCUIT
BATHROOM RECEP11CALS TO BE SUPPLIED BY AT LEAST ON 20an-p
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BRANCH CIRCUT, SUCH CIRCUITS SHALL HAVE NO OTHER OUTLETS
ALL ELECTRICAL BOXES SHALL BE PLASTIC NAIL ON TYPE IF THE
PER 2013 CEC Art. 210,11 (C) (3)
CONTRACTOR CHOOSES TO USE METAL BOXES FOR A SPECIFIC
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LOCATION, THE BOX SHALL BE GROUNDED IN COMPLIANCE WITH THE
ALL PORTIONS OF THIS DRAWING ARE SUBJECT TO THE 2013 EDITION
C.E.C.
OF THE CALIFORNIA ELECTRICAL CODE.
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ALL WIRE SHALL BE INSTALLED IN WALL STUD BAYS OR ATTIC WHEN POSSIBLE.
PROVIDE 11/411 RVC. CONDUIT STUBBED THROUGH THE PLATE LINE &
Q
ATTACHED TO A ROOF RAFTER FOR ALL LOW VOLTAGE OUTLETS,
ALL CEILING MOUNTED FANS SHALL HAVE DIMMER CONTROLLED
(PHONE AND TV)
LIGHTS. PROVIDE MOTOR CONTROL RATED SWITCHING FOR EACH FAN.
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G.C. TO COORDINATE FIXTURE SELECTION AND PRICING WITH OWNER.
LOW VOLTAGE LINES WITHIN THE GARAGE (IRRIGATION AND DOOR
ONLY SPECIAL OUTLETS HAVE BEEN DEPICTED ON THIS PLAN. GENERAL
SENSORS) SHALL BE INSTALLED PRIOR TO INSTALLATION OF GYP. BD.
CONVENIENCE OUTLETS SHALL BE INSTALL SO THAT NO POINT ON ANY
FIRE CAULK ALL PENETRATIONS INTO OCCUPANCY SEPARATION
WALL
WALL IS MORE THAN 6'-0" AWAY FROM ANY OUTLET. THIS APPLIES TO
ANY WALL OVER 2-0" IN LENGTH. FOR ADDITIONAL INFORMATION SEE
PROVIDE SMOKE DETECTORS/ALARMS
ARTICLE 210,52 OF THE 2013 CALIFORNIA ELECTRICAL CODE.
AS REQUIRED BY 2013 CBC SECTION 907 AND 2013
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CRC SECTION R314
PROVIDE CARBON MONOXIDE DETECTORS/ALARMS
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AS REQUIRED By 2013 CBC SECTION 420.6 Afm 2013
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CRC SECTION R315
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COMPLY WITH CALIFORNIA
ELECTRICAL CODE— ARTICLE 250
REQUIREMENTS FOR GROUNDING
AND BONDING
COMPLY WITH CALIFORNIA
ELECTRICAL CODE-AR717CLE 110
REQUIREMENTS FOR ELECTRICAL
EQUIPMENT INSTALLATIONS
COMPLY WITH CALIFORNIA ELECTRICAL
CODE -for wiring methods- scecure
conductors and conduit per all[ applicable
requirements as raquired by Me 2013 CEC for
the specific method of wiring
Provide readily accessible icapability to
circuit breaker(s), disconnect(s),
fuse(s),Switch(es) and thein accessories
as required and defined in (California
Electrical Code
INSTALL MECHANICAL
EQUIPMENT AS SPECIF
THE FLOOD ELEVATIO1
CERTIFICATE
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(N) ADDITION I (E) STORAGE
Label, circuit breaker(s), disconnect(s),
fuse(s),switch(es) and their
accessories, to identify their location
and or equipment
Provide separate grounding conductor
from main electric service panel to remote
structures and remote subpanels CEC
Art. 250.32(D)
11.1 ELECTRICAL FLOOR PLAN
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1. SEE SHEET S1 FOR GENERAL STRUCTURAL NOTES.
SEE SHEET S6,1 FOR TYPICAL FRAMING DETAILS. SEE 6/S6.1 FOR ROOF
DIAPHRAGM NAILING REQUIREMENTS,
2. ALL DIMENSIONS ARE TO FACE OF STUD OR WALL OR q OF COLUMN, U,O,N.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH THE ARCHITECTURAL PLANS.
3. ALL HEADERS AT EXTERIOR AND BEARING WALLS TO BE 46 D.F. #2 U.O.N. ON PLAN.
HEADERS 6-0" OR LESS MAY BEAR ON SINGLE 2x TRIMMER, HEADERS SPANNING
OVER 6-0" SHALL BEAR ON MINIMUM OF (2) 2x TRIMMERS.
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ALL HEADS SHALL OCCUR AT 6'-8" AF.F. UNLESS NOTED OTHERWISE
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ROOF SHTG. LAYOUT
USE 1/2" APA RATED
CVT (`_I I IC OLJ-rkI AIAll 17r1
CS14 x.4 -'-O" STRAP
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COMPLY WITH CALIFORNIA
ELECTRICAL CODE- ARTICLE 410-8
REQUIREMENTS FOR LIGHTING
FIXTURES IN CLOTHES CLOSETS
Install all electrical equipment at or
above the specified Flood
Elevation stated on the FEMA
FIRM Elevation Certificate
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(N) ADDITION (E) STORAGE TO 4x BLK'G IN (N)
E > WALL SEE 12
ROOF FRAWNG PLAN
NOTES ON VENTILATION:
ATTICS;:
ATTICS ARE REQUIRED TO BE VENTED AT THE RATIO OF 1 SQUARE FOOT PER 300 SQUARE FEET
OF ATTIC AREA THE TOTAL AREA OF ATTIC IS 320 SQUARE FEET. THIS REQUIRES 1.06 SQUARE
FEET OF VENTING. EACH RAFTER VENT PROVIDES .69 SQUARE FEET.
PROVIDE
(1) 12" x 12" RECTANGLE GABLE END VENTS 10 SO. FT. EACH
(4) RAFTER VENTS. DISTRIBUTE VENTS AROUND PERIMETER OF BUILDING. AVOID PLACING PROJECT
VENTS OVER BRACE WALL PANELS.
PERMIT
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWEDFOR NORTH
CODE QPMPL1AF_#F I
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REQUIREMENTS FOR LIGHTING
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above the specified Flood
Elevation stated on the FEMA
FIRM Elevation Certificate
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(N) ADDITION (E) STORAGE TO 4x BLK'G IN (N)
E > WALL SEE 12
ROOF FRAWNG PLAN
NOTES ON VENTILATION:
ATTICS;:
ATTICS ARE REQUIRED TO BE VENTED AT THE RATIO OF 1 SQUARE FOOT PER 300 SQUARE FEET
OF ATTIC AREA THE TOTAL AREA OF ATTIC IS 320 SQUARE FEET. THIS REQUIRES 1.06 SQUARE
FEET OF VENTING. EACH RAFTER VENT PROVIDES .69 SQUARE FEET.
PROVIDE
(1) 12" x 12" RECTANGLE GABLE END VENTS 10 SO. FT. EACH
(4) RAFTER VENTS. DISTRIBUTE VENTS AROUND PERIMETER OF BUILDING. AVOID PLACING PROJECT
VENTS OVER BRACE WALL PANELS.
PERMIT
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWEDFOR NORTH
CODE QPMPL1AF_#F I
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SCALE 1/4" =1-a' PROPOSED ROOF FRAMING PLAN SCALE ,1/4" = 1'-0"
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ARCHITECTURAL
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SHEET NUMBER
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STRAP DETAIL
SCALE: T= 1'-0"
TES ON
UNDERFLOOR: (CRC R408.1)
UNDER -FLOOR AREAS ARE REQUIRED TO BE VENTED AT A RATIO OF 1
SQUARE FOOT PER 150 SQUARE FEET. THE TOTAL AREA OF UNDER -FLOOR
AREA IS 520 SQUARE FEET. THIS REQUIRES 3.46 SQUARE FEET OF VENTING.
EACH FLOOR VENT PROVIDES ,60 SQUARE FEET. 6 VENTS REQUIRED
PROVIDE 3 TO EA END WALL OF ENCLOSURE THESE VENTS ARE TO ALSO
COMPLY WITH THE FLOOD VENTING REQUIREMENTS BELOW.
FLOOD VENTING (CRC R408.7)
CRAWL SPACE AREAS ARE REQUIRED TO SE VENTED AT A RATIO OF 1
SQUARE INCH PER 1 SQUARE FOOT OF ENCLOSED AREA. THE TOTAL AREA
OF CRAWL SPACE IS 520 SQUARE FEET. THIS REQUIRES 3,6 SQUARE FEET
OF VENTING. THE VENTS INDICATED ABOVE FULFILL THESE REQUIREMENTS.
EXISTING STRUCTURE IS 480 SQUARE FEET. REQUIRING 3.3 SQUARE FEET OF
VENTING. EACH FLOOR VENT PROVIDES .60 SQUARE FEET. 6 VENTS
REQUIRED PROVIDE 3 TO EA END WALL OF ENCLOSURE
ATTI • CRC R806.2)
ATTICS ARE REQUIRED TO BE VENTED AT THE RATIO OF 1 SQUARE FOOT
PER 300 SQUARE FEET OF ATTIC AREA THE TOTAL AREA OF ATTIC IS 520
SQUARE FEET. THIS REQUIRES 1.73 SQUARE FEET OF VENTING EACH RAFTER
VENT PROVIDES .69 SQUARE FEET.
PROVIDE:
(2) 6" x 12" RECTANGLE GABLE END VENTS .5 SQUARE FEET EACH.
(4) RAFTER VENTS. DISTRIBUTE VENTS AROUND PERIMETER OF
ADDITION. AVOID PLACING VENTS OVER BRACE WALL PANELS.
F"UVvt KIV INa.
BTWN. JOISTS
LONGITUDINAL
BUILDING SECTIONS
NORTH FACING
i U
EXTERIOR ELEVATIONS
+10'-0"
LATE HT�
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'LATE HT.
PROVIDE INSULATED
WINDOWS w/ 20 MIN.
FIRE RATING, TYR
+21-00
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FIN. FLOOR
EXTERIOR HARDI-BOARD
SIDING TO MATCH EXISTING
NEW, EXISTING
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6
ROOF
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FIN. FLOOR
Comply with California State Fire Marshall
Requirements for roof
of covering, valleys
windows &
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s,
Section R327 under floor venting wall -2013 CRC
- 3
�� 111=1b GABLE END VENT
SOUTH FACING
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2x JOISTS w/
PLYWD., SEE PLAN
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TRANSVERSE
PLATE HT.
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- FLOOD ELEV.
(E) 00
FIN. FLOOR
26ga. GALV. CAP FLASHING
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TRUSS BLOCKING
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TO CONTINUE
GALV, METAL RAIN SHROUD
TRUSS BLOCKING
-PRE-MANUFACTURED VENT
EXPOSED 2x WOOD FURRING.
EXTERIOR SIDING
GABLE END TRUSS
SCALE NONE
- PROVIDE R38 ROOF INS.
A/1
INDICATES WINDOW OPERATION
INDICATES DOOR SWING
+10'-0
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HEAD HT.
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FIN. FLOOR
FIN, FLOOR
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12 VERIFY
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PROVIDE
DOOR &
WINDOWS w/ 20 MIN.
FIRE RATING, TYP.
+21-011
FIN. FLOOR
EXTERIOR HARDI-BOARD
SIDING TO MATCH EXISTING
SCALE: 114'= 1'-0"
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MEZZANINE
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MANUFACTURER
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ANCHOR
M.I.W.
MALLEABLE IRON WASHER
APPROX.
APPROXIMATE
NO. 2
19%
APVD,
APPROVED
MIN.
MINIMUM
ARCH,
ARCHITECT
MISC.
MISCELLANEOUS
ASPH.
ASPHALT
MTL.
METAL
16d @ 16"ac.
8-16d, U.O.N.
TYP, FACE NAIL
LAP SPLICE
(N)
NEW
ASSY.
ASSEMBLY
NO.
NUMBER
BD.
BOARD
NOM.
NOMINAL
BLDG.
BUILDING
N.SA.
NELSON STUD ANCHOR
BLK
BLOCK
N.T.S.
NOT TO SCALE
BLK'G
BLOCKING
FACE NAIL
18. CEILING JOISTS TO PARALLEL RAFTERS
BM.
BEAM
O.C.
ON CENTER
B.N.
BOUNDARY NAIL
O.D.
OUTSIDE DIAMETER
BOT,
BOTTOM
O.F.
OUTSIDE FACE
3-8d
FACE NAIL
O.H.
OPPOSITE HAND
BR'G.
BEARING
OPN'G
OPENING
BTWN.
BETWEEN
OPP.
OPPOSITE
CANTIL
CANTILEVER
ORIG.
ORIGINAL
C.B.C.
CALIFORNIA BUILDING CODE
O.S.B.
ORIENTED STRAND LUMBER
CLG.
CEILING
O,W.G,
OPEN WEB GIRDER
CLR,
CLEAR
O.WJ.
OPEN WEB JOIST
C.M.U.
CONCRETE MASONRY UNIT
o/
OVER
COL
COLUMN
W.
CONTROL JOINT
PEN.
PENETRATION
CONC.
CONCRETE
PERP,
PERPENDICULAR
CONN.
CONNECTION
PLCS.
PLACES
CONST.
CONSTRUCTION
PLY.
PLYWOOD
CONT.
CONTINUOUS
0
0
CSK
COUNTERSINK
DBL.
DOUBLE
P.M.D.
PLY -METAL DRILLERS
D.F.L.
DOUGLAS FIR, LARCH
PSI.
POUNDS PER SQUARE INCH
PRL
PARALLEL
DIA.
DIAMETER
PSF.
POUNDS PER SQUARE FOOT
DIAG.
DIAGONAL
P.S.L.
PARALLEL STRAND LUMBER
DIM.
DIMENSION
P/T
POST TENSIONING
DML
DEMOLISH, DEMOLITION
P.T.D.F.
PRESSURE TREATED DOUGLAS FIR
DO,
REPEAT
PFB.
PRE -FABRICATED
DP.
DEEP
DRWG
DRAWING
RAD, r.
RADIUS
uyi
REF.
REFERENCE, REFER TO
REINF.
REINFORCING
U a-
REBAR
REINFORCING STEEL BAR
DTL
DETAIL
RF
ROOF
(E)
EXISTING
RS
ROUGH SAWN
EA
EACH
REGD.
REQUIRED
E.F.
EACH FACE
REV.
REVISED, REVISION
ELEV,
ELEVATION
Q
EN.
EDGE NAIL
R.H,WS.
ROUND HEAD WOOD SCREWS
ENG.
ENGINEER
RM.
ROOM
EW,
EACH WAY
SAD.
SEE ARCHITECTURAL DRAWING
`T
S.B.
SOLID BLOCKING
EXT.
EXTERIOR
SCHED.
SCHEDULE
FDN,
FOUNDATION
SDS
SIMPSON 'STRONG DRIVE SCREW
F.F.
FINISH FLOOR
SECT.
SECTION
F.G.
FINISH GRADE
SHT.
SHEET
FLR
FLOOR
F.N.
FIELD NAIL
SHT'G
SHEATHING
F.O.C.
FACE OF CONCRETE
SIM.
SIMILAR
F.O.M.
FACE OF MASONRY
S.O.G.
SLAB ON GRADE
SPEC,
SPECIFICATION
F.O.S.
FACE OF STUD
SQ.
SQUARE
FRM'G.
FRAMING
STD.
STANDARD
FT.
FOOT
STL
STEEL
FTG.
FOOTING
STIFF.
STIFFENER
FUR.
FURRING
ga.
GAGE
STRUCT.
STRUCTURAL
GALV.
GALVANIZED
S.T.S.
SELF -TAPPING SCREW
G/L
GLU-LAMINATED
S.W.
SHEAR WALL
SYM,
SYMMETRICAL
G/N
GANG -NAIL TRUSS
T & B
TOP & BOTTOM
GYP.
GYPSUM
T & G
TONGUE & GROOVE
HD.
HOLDDOWN
T.F.J.H.
TOP FLANGE JOIST HANGER
HDR.
HEADER
THK
THICK
H.S.B.
HIGH STRENGTH BOLTS
HSS
HOLLOW STRUCTURAL SECTION
T.N.
TOE NAIL
HT.
HEIGHT
T.O.FTG
TOP OF FOOTING
HORIZ
HORIZONTAL
T.O.IE
TOP OF PLATE
T,O.PLY.
TOP OF PLYWOOD
I.D.
INSIDE DIAMETER
T.O.S.
TOP OF SLAB
I.F.
INSIDE FACE
T.O.W.
TOP OF WALL
IN.
INCH
T.O.STL.
TOP OF STEEL
INT.
INTERIOR
TS
TUBE STEEL, SEE 'HSS'
TYP.
TYPICAL
J.H.
JOIST HANGER
U.B.C.
UNIFORM BUILDING CODE
JST.
JOIST
U.O.N.
UNLESS OTHERWISE NOTED
JT,
JOINT
VERT.
VERTICAL
WP.
WORK POINT
K
KIP, KILO -POUND
W/
WITH
w/o
WITHOUT
L.L.
LIVE LOAD
W, WF
WIDE FLANGE STEEL SECTION
L.L.H.
LONG LEG HORIZONTAL
W.W.F.
WELDED WIRE FABRIC
L.LV.
LONG LEG VERTICAL
LT.
LIGHT
LT.WT.
LIGHT WEIGHT
LOCS.
LOCATIONS
&
AND
L.S.L.
LAMINATED STRAND LUMBER
@
AT
LVL.
LAMINATED VENEER LUMBER
X
BY
CENTERLINE
MACH.
MACHINE
0
DIAMETER
MATT_
MATERIAL
=
EQUALS
MAX.
MAXIMUM
#
POUNDS, NUMBER
M.B.
MACHINE BOLT
R
PLATE
1
1.1
12
1.3
1.4
15
GENERAL CONDITIONS
ALL PHASES OF THE WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2013
EDITION OF TITLE 24, PART TWO, CALIFORNIA BUILDING CODE AS WELL AS ALL APPLICABLE
LOCAL, MUNICIPAL, STATE AND FEDERAL REGULATIONS. ALL WORK IS SUBJECT TO THE
APPROVAL OF THE LOCAL BUILDING DEPARTMENT AND FIELD INSPECTOR.
ICBO REPORTS, ASTM SPECIFICATIONS AND CBC STANDARDS REFERENCED IN THESE DRAWINGS
SHALL BE OF THE LATEST REVISION.
THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS AT
THE JOB SITE PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES OR INCONSISTENCIES
FOUND SHALL BE BROUGHT TO THE DESIGNER'S ATTENTION BEFORE WORK PROCEEDS.
THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE UNLESS
OTHERWISE INDICATED, THEY DO NOT SPECIFY METHODS OF CONSTRUCTION, THE
CONTRACTOR SHALL TAKE ALL NECESSARY STEPS AND PRECAUTIONS TO MAINTAIN THE
STABILITY OF THE STRUCTURE AND PROTECT WORKMEN AND OTHER PERSONS DURING
CONSTRUCTION. SPECIFIC ITEMS TO BE CONSIDERED SHALL INCLUDE, BUT NOT BE LIMITED TO,
THE ADEQUACY OF ALL FORMS, SCAFFOLDING, AND SHORING FOR CONSTRUCTION EQUIPMENT
SHORING OF RETAINING WALLS, AND TEMPORARY LATERAL BRACING OF THE STRUCTURE
ANY CHANGES MADE TO THE PLANS WILL REQUIRE A REVIEW AND APPROVAL BY THE
DESIGNER. IF ANY CHANGES ARE MADE WITHOUT THE DESIGNER'S APPROVAL, THE DESIGNER
WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE.
1.6 REVIEW OF SHOP DRAWINGS AND/OR TRUSS CALCULATIONS BY THE DESIGNER DOES NOT
RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE DRAWINGS
AND SPECIFICATIONS. THIS REVIEW IS ONLY A CHECK FOR GENERAL CONFORMANCE WITH THE
DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION GIVEN
IN THE CONTRACT DOCUMENTS, THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND
CORRELATING ALL QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND
TECHNIQUES OF CONSTRUCTION; COORDINATING HIS WORK WITH THAT OF OTHER TRADES;
AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER.
1.7 IF CERTAIN MINOR DETAILS OF CONSTRUCTION ARE NOT FULLY DESCRIBED ON THE DRAWINGS
OR CALLED FOR IN NOTES OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL RESEMBLE
SIMILAR CONDITIONS THAT ARE FULLY SHOWN AND SHALL BE REVIEWED BY THE DESIGNER
2 DESIGN CRITERIA
2.1 SEE SHEET A0.1 FOR CRITERIA.
3.1 CONCRETE
3.1.1 PORTLAND CEMENT SHALL CONFORM TO ASTM C150-89, TYPE h OR III -LOW ALKALI.
AGGREGATES SHALL CONFORM TO ASTM C-33 PER THE CALIFORNIA BUILDING CODE MAXIMUM
AGGREGATE SIZE FOR FOOTINGS AND MASS CONCRETE SHALL NOT EXCEED 1-1/2':
3.1.2 ALL CONCRETE MIXES SHALL INCLUDE A POLYMER BASED WATER REDUCING ADMIXTURE PER
ASTM C494, MAXIMUM WATER/CEMENT RATIO SHALL BE 0.55.
3.1.3 FLY ASH SHALL CONFORM TO ASTM C618, CLASS F. FLY ASH SHALL NOT EXCEED 15% OF
CEMENT BY WEIGHT, AND SHALL NOT EXPERIENCE A LOSS ON IGNITION OF GREATER THAN 1%,
3.1.4 SHRINKAGE AT 28 DAYS SHALL NOT EXCEED .055% FOR DRY CURING AS DETERMINED BY ASTM
C157.
3.15 REINFORONG BARS, ANCHOR BOLTS AND CONCRETE INSERTS SHALL BE PROPERLY LOCATED
AND SECURELY FASTENED IN POSITION PRIOR TO PLACING CONCRETE.
3.1.6 MAXIMUM CONCRETE SLUMP SHALL NOT EXCEED 3" FOR FOOTINGS, MASS CONCRETE, AND
SLABS -ON -GRADE, AND 4" FOR OTHER CONCRETE.
3.1.7 MINIMUM ULTIMATE COMPRESSIVE STRENGTH SHALL BE AS FOLLOWS:
PSI DAYS
A FOOTINGS 2500 28
B. SLABS -ON -GRADE 2500 28
C. LEAN CONCRETE FILL 1000 28
3.1.8 PROJECTING CORNERS OF ALL CONCRETE MEMBERS SHALL BE FORMED WITH 3/4" CHAMFER
UNLESS DETAILED OTHERWISE
3.1.9 THE OUTSIDE DIAMETER (O.D) OF CONDUIT OR PIPE PLACED IN THE PLANE OF A
SLAB -ON -GRADE SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY DETAILED
OTHERWISE AND SHALL BE LOCATED IN MIDDLE V3 OF SLAB. CLEAR SPACING BETWEEN
ADJACENT CONDUITS OR PIPES SHALL BE TWICE THE LARGER O.D. MINIMUM, UNLESS
OTHERWISE NOTED ON PLANS.
3.1.10 SURFACES OF JOINTS REFERENCED AS "COLD JOINTS", SHALL BE TROWELED OR OTHERWISE
FINISHED SMOOTH WITH 2 LAYERS OF BUILDING PAPER BETWEEN SURFACES. ALL OTHER
CONCRETE JOINTS SHALL BE ROUGHENED TO 1/4" +/- AMPLITUDE UNLESS OTHERWISE NOTED.
GENERAL simucIURAL NOTES
32 CONCRETE REINFORCING STEEL
3.2.1 REINFORCING STEEL SHALL CONFORM TO A615 GRADE 60 IN ALL CONCRETE AND MASONRY
UNLESS NOTED OTHERWISE ON THE PLANS. REINFORCING STEEL THAT IS TO BE WELDED SHALL
BE ASTM A706, A706 REBAR SHALL BE WELDED PER THE AMERICAN WELDING SOCIETY
STRUCTURAL WELDING CODE, CBC 1903,52, AND UBC STANDARD 19-1.
3.22 CLEAR COVERAGE OF CONCRETE OVER OUTER REINFORCING BARS SHALL BE AS FOLLOWS
(UNLESS OTHERWISE NOTED}
A CONCRETE CAST AGAINST AND EXPOSED TO EARTH ------------ 3"
B. INTERIOR STRUCTURAL SLABS, TOP AND BOTTOM-------------- 3/4"
C. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER
#6 BAR OR LARGER ------------------------------------------------------- 21,
#5 BAR AND SMALLER------------------------------------------------- 1-1/2"
3.2.3 WIRE MESH SHALL CONFORM TO ASTM A185, AND SHALL BE LAPPED 1 & 1/2 SPACES (12"
MINIMUM).
3.2.4 ALL REINFORCING BAR BENDS SHALL BE MADE COLD.
3.2.5 REINFORCING BARS SHALL BE SPLICED AS SHOWN ON DRAWINGS, ANY ADDITIONAL SPLICING
SHALL REQUIRE REVIEW FROM THE DESIGNER.
6.1 FRAMING LUMBER
6.1.1 ALL FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH AND SHALL BEAR THE GRADE STAMP OF
AN APPROVED GRADING AGENCY, ALL SILLS, PLATES, SLEEPERS, LEDGERS & NAILERS IN
CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR AND
EACH PIECE SHALL BEAR THE A.WPA STAMP. THE FOLLOWING GRADES SHALL BE THE MINIMUM
ACCEPTABLE GRADES UNLESS OTHERWISE NOTED ON PLANS,
A STUDS
B. SILL PLATES 2" TO 4' THICK
C. BEAMS AND HEADERS:
2" TO 4" THICK 4" AND WIDER
5" AND THICKER
D. POSTS
E. 2x RAFTERS AND JOISTS
F. TOP PLATES & LEDGERS
G. MISC. FRM'G AND BLK'G NOT NOTED ABOVE
MAX. MOISTURE
6.1.2 PLYWOOD SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-95 AND EACH PANEL
SHALL BEAR APA STAMP. STAGGER SHEETS 4 -WAND APPLY WITH FACE GRAIN PARALLEL TO
SUPPORTS AT SHEAR WALLS AND PERPENDICULAR TO SUPPORTS TO ROOF, MAXIMUM SIZE OF
UNFRAMED HOLES IN SHEATHING SHALL BE 4" IN DIAMETER OR 4" SQUARE WHERE HOLES OR
NOTCHES ARE CUT IN PLYWOOD SHEETS, SAW CUTS SHALL NOT RUN BY THE CORNERS OF THE
OPENINGS,
6.1.3 ALL FRAMING ANCHORS, CUPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS SHALL
BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT AS APPROVED BY THE
ENGINEER AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED
WITH RECOMMENDED FASTENERS TO RESIST MAXIMUM RATED LOADS.
6.1.4 NAILING SHALL CONFORM WITH TABLE NUMBER 2304,9.1 FASTENING SCHEDULE OF CALIFORNIA
BUILDING CODE UNLESS OTHERWISE NOTED ON PLANS, ALL NAILS TO COMPLY PER CBC 2304.9.
ONLY COMMON WIRE NAILS SHALL BE USED,
6.1.5 ANCHOR BOLTS TO BE 5/8" DIAMETER, ASTM A307, LENGTH AS REQ'D, w/ MIN, 1/4" THK x 2" SQ.
WASHER, AND A MINIMUM EMBEDMENT OF 7 INCHES INTO FOUNDATIONS EXCLUDING CURBS,
ANCHOR BOLTS SHALL BE PLACED WITHIN 9 INCHES (MAX) 4" (MIN.) OF ENDS AND SPLICES OF
PLATES AND 4 FEET ON CENTER, UNLESS OTHERWISE NOTED. ANCHOR BOLTS WITH UPSET
THREADS ARE NOT ALLOWED.
6.1.6 WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, PROVIDE THE SAME DIAMETER A36
THREADED ROD WITH HILTI HY-150 EPDXY ADHESIVE INSTALL PER MANUFACTURER'S
RECOMMENDATIONS AND CURRENT ICBG REPORT. NOTCHED AND/OR CUT STUDS TO CLEAR
INCORRECTLY PLACED ANCHOR BOLTS ARE NOT ALLOWED. ALL POSTS AND STUDS SHALL HAVE
FULL BEARING TO THE FOUNDATION SILL PLATE. CONTACT ENGINEER IMMEDIATELY FOR
REPLACEMENT REQUIREMENTS OF ALL INCORRECTLY PLACED HOLD DOWN BOLTS.
6.1.7 USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH
PROJECT & THE APPROVAL BY THE ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED
SATISFACTORY PERFORMANCE, MACHINE NAILING WILL NOT BE ACCEPTED IN 5/16" PLYWOOD. IF
NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND
HAMMER OR IF MINIMUM ALLOWANCE EDGE DISTANCES ARE NOT MAINTAINED, THE
PERFORMANCE WILL BE DEEMED UNSATISFACTORY.
6.2 ROUGH CARPENTRY
62.1 ALL FLUSH -FRAMED JOISTS SHALL SEAT IN SIMPSON HANGERS, UNLESS OTHERWISE NOTED.
6.2.2 BOLT & LAG SCREW HEADS AND NUTS AGAINST WOOD SHALL BEAR AGAINST STANDARD STEEL
WASHERS, UNLESS SPECIAL WASHERS ARE INDICATED ON PLANS OR DETAILS. JUST PRIOR TO
COVERING ROUGH FRAMING, ALL BOLTS AND LAGS IN WOOD MEMBERS SHALL BE RE -TIGHTENED.
62.3 LAG SCREWS SHALL BE THREADED INTO LEAD HOLES BORED AS FOLLOWS: THE LEAD HOLE
FOR THE SHANK SHALL BE THE SAME DEPTH AND DIAMETER AS THE SHANK. THE LEAD HOLE
FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE
SHANK DIAMETER AND A DEPTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION.
62.4 CUTTING AND BORING OF WOOD STUDS
A LET -INS ARE NOT PERMITTED.
B. NOTCHING OF STUDS IS NOT PERMITTED.
C. NEATLY BORED HOLES NOT GREATER THAT 33% OF THE WIDTH OF THE
STUD ARE PERMITTED IN ANY WALL, PROVIDED THAT THEY ARE
INSTALLED AT THE CENTERLINE OF THE STUDS.
i
6.25 USE SINGLE TRIMMER EACH END OF EACH BEAM AND HEADER UNLESS OTHERWISE NOTED ON
PLANS AND DETAILS,
6.3 GLU-LAM BEAMS
6.31 SIMPLE SPAN GLU-LAM BEAMS SHALL BE AN UNBALANCED COMBINATION 24F -V4 WESTERN
SPECIES. CANTILEVERED BEAMS AND COLUMNS SHALL BE A BALANCED COMBINATIdN 24F -V8
WESTERN SPECIES, UNLESS OTHERWISE NOTED. BEAMS SHALL BE MANUFACTURED WITH
EXTERIOR GLUE AND FINISHED TO AN INDUSTRIAL GRADE APPEARANCE, UNLESS OTHERWISE
NOTED, MANUFACTURER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL GLU-LAM
BEAMS. ALL GLU-LAM BEAMS SHALL HAVE A 2000 FOOT RADIUS CAMBER UNLESS OTHERWISE
NOTED ON PLANS, EXTREME TENSION FIBER STRESS IN BENDING fb = 2400 psi, MODULUS OF
ELASTICITY E = 1,700,000 psi.
6.32 TENSION ZONE LAMINATIONS LAP SPACING SHALL BE PER THE 2010 CALIFORNIA BUILDING
CODE SECTION 2303.1.3,
633 EXPOSED GLU-LAMS SHALL BE PRESSURE TREATED TO PREVENT DECAY IN ACCORDANCE WITH
THE 2010 CBC SECTION 2304.11.3.
6.6 PRE -FABRICATED TRUSSES
6.6.1 THE LICENSED GANG NAIL TRUSS FABRICATOR SHALL BE SUBJECT TO THE APPROVAL OF THE
ENGINEER AND BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 1701.0 OF THE CBC AND
SHALL PROVIDE CALCULATIONS BY A CALIFORNIA LICENSED CIVIL ENGINEER AND SHOP
DRAWINGS SUBSTANTIATING THE ADEQUACY OF THE TRUSSES SUPPLIED TO SUPPORT THE ROOF
AND CEILING DEAD LOADS PLUS APPLICABLE SNOW AND LIVE LOADS AS NOTED ON THE PLANS.
THE TRUSSES MUST CONFORM TO SECTION 2321 OF THE CBC. THE TRUSS FABRICATOR MUST
VERIFY THE SIZE AND LOCATION OF ANY ROOF OPENINGS AND MUST VERIFY THE SIZE, WEIGHT
AND LOCATION OF ANY SUPPORTED MECHANICAL UNITS AND ACCOUNT FOR THEM IN THE
CALCULATIONS AND SHOP DRAWINGS,
6.6.2 THIS SIGNATURE INDICATES THAT THE PRE -FABRICATED TRUSS DESIGN BY ENDEAVOR HOMES
JOB NO PETERS DATED 11-7-14 HAS BEEN REVIEWED BY THE DESIGNER FOR GENERAL
COMPLIANCE WITH THE OVERALL DESIGN OF THIS STRUCTURE.
EL O'HARE, DESIGNER
TABLE 2304.91 FASTENING SCHEDULE (ALL NAILS SHALL BE COMMON WIRE NAILS, U.O.N,)
CONNECTION
CONTENT AT
GRADE
INSTALLATION
NO. 1 & BETTER
19%
NO. 2
19%
NO. 2
19%
NO. 1
19%
NO. 1
19%
NO. 1
19%
NO. 1
19%
NO. 2
19%
6.1.2 PLYWOOD SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD PS 1-95 AND EACH PANEL
SHALL BEAR APA STAMP. STAGGER SHEETS 4 -WAND APPLY WITH FACE GRAIN PARALLEL TO
SUPPORTS AT SHEAR WALLS AND PERPENDICULAR TO SUPPORTS TO ROOF, MAXIMUM SIZE OF
UNFRAMED HOLES IN SHEATHING SHALL BE 4" IN DIAMETER OR 4" SQUARE WHERE HOLES OR
NOTCHES ARE CUT IN PLYWOOD SHEETS, SAW CUTS SHALL NOT RUN BY THE CORNERS OF THE
OPENINGS,
6.1.3 ALL FRAMING ANCHORS, CUPS, STRAPS, HANGERS, ETC. REFERENCED ON THE DRAWINGS SHALL
BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY OR EQUIVALENT AS APPROVED BY THE
ENGINEER AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED
WITH RECOMMENDED FASTENERS TO RESIST MAXIMUM RATED LOADS.
6.1.4 NAILING SHALL CONFORM WITH TABLE NUMBER 2304,9.1 FASTENING SCHEDULE OF CALIFORNIA
BUILDING CODE UNLESS OTHERWISE NOTED ON PLANS, ALL NAILS TO COMPLY PER CBC 2304.9.
ONLY COMMON WIRE NAILS SHALL BE USED,
6.1.5 ANCHOR BOLTS TO BE 5/8" DIAMETER, ASTM A307, LENGTH AS REQ'D, w/ MIN, 1/4" THK x 2" SQ.
WASHER, AND A MINIMUM EMBEDMENT OF 7 INCHES INTO FOUNDATIONS EXCLUDING CURBS,
ANCHOR BOLTS SHALL BE PLACED WITHIN 9 INCHES (MAX) 4" (MIN.) OF ENDS AND SPLICES OF
PLATES AND 4 FEET ON CENTER, UNLESS OTHERWISE NOTED. ANCHOR BOLTS WITH UPSET
THREADS ARE NOT ALLOWED.
6.1.6 WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, PROVIDE THE SAME DIAMETER A36
THREADED ROD WITH HILTI HY-150 EPDXY ADHESIVE INSTALL PER MANUFACTURER'S
RECOMMENDATIONS AND CURRENT ICBG REPORT. NOTCHED AND/OR CUT STUDS TO CLEAR
INCORRECTLY PLACED ANCHOR BOLTS ARE NOT ALLOWED. ALL POSTS AND STUDS SHALL HAVE
FULL BEARING TO THE FOUNDATION SILL PLATE. CONTACT ENGINEER IMMEDIATELY FOR
REPLACEMENT REQUIREMENTS OF ALL INCORRECTLY PLACED HOLD DOWN BOLTS.
6.1.7 USE OF MACHINE NAILING IS SUBJECT TO A SATISFACTORY JOBSITE DEMONSTRATION FOR EACH
PROJECT & THE APPROVAL BY THE ENGINEER. THE APPROVAL IS SUBJECT TO CONTINUED
SATISFACTORY PERFORMANCE, MACHINE NAILING WILL NOT BE ACCEPTED IN 5/16" PLYWOOD. IF
NAIL HEADS PENETRATE THE OUTER PLY MORE THAN WOULD BE NORMAL FOR A HAND
HAMMER OR IF MINIMUM ALLOWANCE EDGE DISTANCES ARE NOT MAINTAINED, THE
PERFORMANCE WILL BE DEEMED UNSATISFACTORY.
6.2 ROUGH CARPENTRY
62.1 ALL FLUSH -FRAMED JOISTS SHALL SEAT IN SIMPSON HANGERS, UNLESS OTHERWISE NOTED.
6.2.2 BOLT & LAG SCREW HEADS AND NUTS AGAINST WOOD SHALL BEAR AGAINST STANDARD STEEL
WASHERS, UNLESS SPECIAL WASHERS ARE INDICATED ON PLANS OR DETAILS. JUST PRIOR TO
COVERING ROUGH FRAMING, ALL BOLTS AND LAGS IN WOOD MEMBERS SHALL BE RE -TIGHTENED.
62.3 LAG SCREWS SHALL BE THREADED INTO LEAD HOLES BORED AS FOLLOWS: THE LEAD HOLE
FOR THE SHANK SHALL BE THE SAME DEPTH AND DIAMETER AS THE SHANK. THE LEAD HOLE
FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 60 TO 75 PERCENT OF THE
SHANK DIAMETER AND A DEPTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION.
62.4 CUTTING AND BORING OF WOOD STUDS
A LET -INS ARE NOT PERMITTED.
B. NOTCHING OF STUDS IS NOT PERMITTED.
C. NEATLY BORED HOLES NOT GREATER THAT 33% OF THE WIDTH OF THE
STUD ARE PERMITTED IN ANY WALL, PROVIDED THAT THEY ARE
INSTALLED AT THE CENTERLINE OF THE STUDS.
i
6.25 USE SINGLE TRIMMER EACH END OF EACH BEAM AND HEADER UNLESS OTHERWISE NOTED ON
PLANS AND DETAILS,
6.3 GLU-LAM BEAMS
6.31 SIMPLE SPAN GLU-LAM BEAMS SHALL BE AN UNBALANCED COMBINATION 24F -V4 WESTERN
SPECIES. CANTILEVERED BEAMS AND COLUMNS SHALL BE A BALANCED COMBINATIdN 24F -V8
WESTERN SPECIES, UNLESS OTHERWISE NOTED. BEAMS SHALL BE MANUFACTURED WITH
EXTERIOR GLUE AND FINISHED TO AN INDUSTRIAL GRADE APPEARANCE, UNLESS OTHERWISE
NOTED, MANUFACTURER SHALL PROVIDE A CERTIFICATE OF COMPLIANCE FOR ALL GLU-LAM
BEAMS. ALL GLU-LAM BEAMS SHALL HAVE A 2000 FOOT RADIUS CAMBER UNLESS OTHERWISE
NOTED ON PLANS, EXTREME TENSION FIBER STRESS IN BENDING fb = 2400 psi, MODULUS OF
ELASTICITY E = 1,700,000 psi.
6.32 TENSION ZONE LAMINATIONS LAP SPACING SHALL BE PER THE 2010 CALIFORNIA BUILDING
CODE SECTION 2303.1.3,
633 EXPOSED GLU-LAMS SHALL BE PRESSURE TREATED TO PREVENT DECAY IN ACCORDANCE WITH
THE 2010 CBC SECTION 2304.11.3.
6.6 PRE -FABRICATED TRUSSES
6.6.1 THE LICENSED GANG NAIL TRUSS FABRICATOR SHALL BE SUBJECT TO THE APPROVAL OF THE
ENGINEER AND BUILDING OFFICIAL IN ACCORDANCE WITH SECTION 1701.0 OF THE CBC AND
SHALL PROVIDE CALCULATIONS BY A CALIFORNIA LICENSED CIVIL ENGINEER AND SHOP
DRAWINGS SUBSTANTIATING THE ADEQUACY OF THE TRUSSES SUPPLIED TO SUPPORT THE ROOF
AND CEILING DEAD LOADS PLUS APPLICABLE SNOW AND LIVE LOADS AS NOTED ON THE PLANS.
THE TRUSSES MUST CONFORM TO SECTION 2321 OF THE CBC. THE TRUSS FABRICATOR MUST
VERIFY THE SIZE AND LOCATION OF ANY ROOF OPENINGS AND MUST VERIFY THE SIZE, WEIGHT
AND LOCATION OF ANY SUPPORTED MECHANICAL UNITS AND ACCOUNT FOR THEM IN THE
CALCULATIONS AND SHOP DRAWINGS,
6.6.2 THIS SIGNATURE INDICATES THAT THE PRE -FABRICATED TRUSS DESIGN BY ENDEAVOR HOMES
JOB NO PETERS DATED 11-7-14 HAS BEEN REVIEWED BY THE DESIGNER FOR GENERAL
COMPLIANCE WITH THE OVERALL DESIGN OF THIS STRUCTURE.
EL O'HARE, DESIGNER
TABLE 2304.91 FASTENING SCHEDULE (ALL NAILS SHALL BE COMMON WIRE NAILS, U.O.N,)
CONNECTION
FASTENING
LOCATION
I JOIST TO SILL OR GIRDER
3-8d
TOENAIL
2. BRIDGING TO JOIST
2-8d
TOENAIL EA END
3 1" x 6" SUBFLOOR OR LESS TO EACH JOIST
2-8d
FACE NAIL
4. WIDER THAN 1" x 6" SUBFLOOR TO EACH JOIST
3-8d
FACE NAIL
5. 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL
2-16d
BLIND & FACE NAIL
6. SILL PLATE TO JOIST OR BLK'G
SILL PLATE TO JOIST OR BLK'G AT BRACED WALL PANEL
16d @ 16"ac,
3-16d's PER 16"
TYP. FACE NAIL
BRACED WALL
7. TOP PLATE TO STUD
2-16d
I END NAIL
8. STUD TO 2x SILL PLATE
STUD TO 3x SILL PLATE
4-8d
2-16d
4-8d
2-20d BOX
TOENAIL
END NAIL
TOENAIL
END NAIL
9. DBL STUDS
16d 0 24"oc.
FACE NAIL
10, DBL TOP PLATES
16d @ 16"ac.
8-16d, U.O.N.
TYP, FACE NAIL
LAP SPLICE
11. BLK'G BTWN JOISTS OR RAFTERS TO TOP PLATE
3-8d
"I TOENAIL
12 RIM JOIST TO TOP PLATE
8d 0 6"ac,
TOENAIL
13. TOP PLATES, LAPS & INTERSECTIONS
2-16d
FACE NAIL
14. CONTINUOUS HEADER, TWO PIECES
16d
16"ac. ALONG EDGE
15. CEILING JOISTS TO PLATE
3-8d
TOENAIL
16. CONT. HEADER TO STUD
4-8d
TOENAIL
17. CEILING JOISTS, LAPS o/ PARTITIONS
3-16d
FACE NAIL
18. CEILING JOISTS TO PARALLEL RAFTERS
3-16d
FACE NAIL
19. RAFTER TO PLATE
3-8d
TOENAIL
20. 1" DIAG BRACE TO EA STUD & PLATE
2-8d
FACE NAIL
21. 1" x 8" SHTG OR LESS TO EA. BEARING
3-8d
FACE NAIL
22 WIDER THAN 1" x 8" SHT'G TO EA BEARING
3-8d
FACE NAIL
23. BUILT-UP CORNER STUDS
16d
241aa
PERnn1T; _-.1,_(o- Lo 7Z.D
BUTTE COUNTY DEVELOPMENT SERVICES
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STRUCTURAL
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S1
SHEET NUMBER
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EXIST. WALL/FTG
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HDU2
MONO POUR
TWO POUR
SSTB22 (20)
SSTB28 (241
9
.INTERFACE SCASCALE:>.-,o NP. HOEDOWN DETAILS
11
PIER F
EXTERIOR SIDING o/
OOTING SECTION
'W2'
(2 TIMES 'W1' MIN.) LAP FOOTING REINF.
I^., \ - 1
END & INTERSECTION
RIM BARS
O.N.
BARS AT
:RS AND
CORNER ANGLE
6
SCALE: 3" =1'-0" TYP . HORIZ
- 8
SCALE 1-,� TYP. STEPPED FTG. DETA
BLDG PAPER o/ SHT'G.III I 2x BLK'G.
@ 4'-0"o.c.
SHEARWALL FLOOR SHT'G
SEE STRUCT. SEE PLAN
E.N., TYP. FIN. FLOOR ,�
CONT. RIM JOIST FLOOR FRAMING
SEE (PLAN
P.T.D.F. SILL
SEE BRACEWALL z
2500
3000
SIZE
40
60
40
SCHEDULE 2to`
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15
23
15
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FIN, GRADE
19
12
17
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10
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—
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24
36
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20
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33
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90
48
72
V
46
69
37
55
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76
114
OF WALL FIN. GRADE
81
58
87
42
62
#10
96
144
61
91
74
111
47
70
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118
177
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MIN INSIDE NOTE: FOR CMU, LAP 48 BAR 0, UON
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#9 TO #11 8d
#14 & #18 10d
STIRRUP & TIE
HOOKS & BENDS
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#3 - #5 4d
#6 - #8 6d
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40
60
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23
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22
12
19
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17
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23
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22
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25
38
24
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20
29
19
28
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33
50
29
43
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38
22
33
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45
68
42
63
X
35
52
29
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90
48
72
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46
69
37
55
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76
114
54
81
58
87
42
62
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96
144
61
91
74
111
47
70
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118
177
68
101
91
136
52
78
CONCRETE i'c (ps0
F BAR GRADE (Fy)
F TOP BARS, TYP
�— OTHER BARS, TYP.
NOTES:
1, INCREASE LAP LENGTHS 33%
FOR LIGHT WEIGHT CONCRETE,
AND AT FOUR BAR BUNDLES
(WHERE 2 BARS LAP WITH
2 OTHER BARS).
2. TOP BARS -HORIZONTAL
BARS PLACED WITH MORE THAN
12" OF FRESH CONC, CAST IN
THE MEMBER BELOW THE BARS
3. LAP LENGTH IN INCHES
u;.
3 '
. FOOTING REINF. SCALE: 3" -0" REBAR LAPS, HOOKS & BENDS
NOTE:
SEE PLAN AND GENERAL NOTES FOR EXCAVATIONS ADJACENT
TO EXISTING FOUNDATIONS.
5
SCALE: 3" =1'-0" A DJACENT
bw,
FOOTING SECTION
LL FOOTING SECTION ��E ._1-0"� PIPE THRU FOOTING DETAILS
2
THRU THIS
FOOTING DETAIL SALE r.,o
Sm
INSIDE DIA. OF SLEEVE
TO BE PIPE DIA + 2"
TYP.
SCALE: 3!'= Y-0"
NOTES:
1. SLAB ON GRADE
SHALL BE PLACED ON
PREPARED SUBGRADE PER
SOILS REPORT & GENERAL
NOTES ON SHT. S1
2. CONSTRUCTION OR CONTROL
JOINTS SHALL BE PLACED
20'-0"o.c, MAX.
PcRNIlT# w-✓� b_ � Q7iZU
BUTTE COUNTY DEVELOPA4cNTSERVICES
REVIEWED FOR
CODE C�pO PMI CE
DATE � �O � � bBY —
SCALE: 3" = 1-0"
1'-0"
Typ.-
#3 DOWEL
@ 18"o.C.
I—
III
SLAB & CURB DETAIL
#4 x 3-01G, SMOOTH °
DOWEL BAR @ 3'-0"o,a \
rl I II 11--1 I I V I I I I II I I
1I
CONTROL JOINT DETAIL
SLAB ON GRADE DETAILS
SCALE: &'= 1'-0"
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FTG. POUR LEAN
CONCRETE FILL
2'-0"
AROUND SLEEVE,
a
FILL TO EXTEND
O
FULL WIDTH OF FTG.
FTG. SHALL BE STEPPED
SO THAT FILL DOES NOT
EXCEED &-0" IN DEPTH
X
FOOTING ELEVATION
SCALE: 3!'= Y-0"
NOTES:
1. SLAB ON GRADE
SHALL BE PLACED ON
PREPARED SUBGRADE PER
SOILS REPORT & GENERAL
NOTES ON SHT. S1
2. CONSTRUCTION OR CONTROL
JOINTS SHALL BE PLACED
20'-0"o.c, MAX.
PcRNIlT# w-✓� b_ � Q7iZU
BUTTE COUNTY DEVELOPA4cNTSERVICES
REVIEWED FOR
CODE C�pO PMI CE
DATE � �O � � bBY —
SCALE: 3" = 1-0"
1'-0"
Typ.-
#3 DOWEL
@ 18"o.C.
I—
III
SLAB & CURB DETAIL
#4 x 3-01G, SMOOTH °
DOWEL BAR @ 3'-0"o,a \
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SLAB ON GRADE DETAILS
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JOB NUMBER
14-021
FOUNDATION
SECTIONS
& DETAILS
S401
SHEET NUMBER
1 7�
SIMPSON t
EA TRUSS
�— ROOF SHT'G,
SEE PLAN
E.N. SHT'G,, TYP.
SOLID BLK'G,
W/ LS50 CLIP EA BLK.
6" O.G GUTTER.
W/ SUPPORTS @ 4'-0"o.c.
EXTERIOR FINISH - SEE ELEVS,
2x STUDS @ 16"oc.
TYP. TRUSS EAVE SECTION
ROOF SHT'G.
SEE PLAN
E.N, SHT'G, —
A35 @ 241ac.
2x4 BLK'G.
@ N-gb-c,
FASCIA
TO MATCH
EXIST.
2x4 (FLAT) @ 24"o.0.
OUTRIGGER
G/N TRUSSES
SEE PLAN
EN. SHT'G, TYP.
EXTERIOR FINISH
SEE EXT. ELEVS
OVER SUBSTRATE
2x STUDS @ 16"aa
LE END SECTION
9 II
SCALE 1" = 1'-0"
ORA
TYP. FRAMING MEMBER
L J
L J
1-3/8"
2-1/8"
PROVIDE SIMPSON
HANGERS AS SHOWN
N-0" SQ. MAX
E NAIL PLYWOOD
/AROUND
ENTIRENING PERIMETER
3-1/4„
2x8
2-7/8"
4-3/8"
F
LL OPENING IN ROOF
SIMPSON DTC CLIP
@ 4-0"oc.
BLK 1 BAY BEYOND
OPENING w/ SAME
FRAMING AS TYP.
FRAMING MEMBERS
DBL JOISTS EA
SIDE OF OPENING
TYP. 4 SIDES
2x STUD WALL
SEE PLANS
T
PERPENDICULAR TO TRUSSES
SIMPSON DTC CLIP
@ 4'-0"oa
�_G/N TRUSSES
SEE FRAMING PLANS
c�
v 2x4 BLOCKING
@ 4'-0"o,c.
2x STUD WALL
SEE PLANS
PARALLEL TO TRUSSES
8
SCALE: 1" = 1'-0" NON -BRG . WA
nL-- i nvrri i lL.-1 o i vv VVr\LLo
SCALE: NONE
SPLICE OV
STUD, TYP.
LL DETAIL
7 Rn\A/C n1011 INIn-
WALLSIZE FASTENERS RE
TYP. EACH SIDE OF SPLICE
2x4 & 2x6 12 - 16d
NP. TOP PLAT
FIELD NAILING
IG nn
SEE FRAMING PLANS FOR SHEATHING & NAILING REQUIREMENTS
6
SCALE NONE TYP. DIAPHRAGM NAILING SCALE: 3"= 1-0"
SCALE INONE
5
F
'D'/4 DIA.
MAX
MAXIMUM HOLE SIZE
'D1' BEARING NON-BRG
2x4
1-3/8"
2-1/8"
2x6
2-1/4"
3-1/4„
2x8
2-7/8"
4-3/8"
2x10
1 3-5/8"
5-1/2"
SEE NOTE ON SHEET S1
0
0
JOISTS OR
RAFTERS
WALL STUD
Q
RAMING HOLES & NOTCHES
3/4" TYP.
4
E SPLICE DETAIL SCALE�� YP
T. Wq
3
PIm,
SIMPSON ST22 STRAP
EA SIDE OF TOP Id's
& SILL R's @ BRG, SHEAR
OR BRACED WALL LINES.
PLA
2x4
MAXIMUM HOLE SIZE
TE BEARING
NON-BRG
1-3/8"
2-1/8"
PLA
2x4
2x6
2-1/4"
3-1/4"
2x8
2-7/8"
4-3/8"
2x10
3-5/8"
5-1/2"
5tE NOTE ON SHEET S1
PE THRU PLATE REGMTS. SCALE N(
,E
NOTES:
1. ALL SHEATHING NAILING SHOWN IS EDGE NAILING
2. MINIMUM SHEATHING PANEL DIMENSION TO BE 12"
3, UPSET THREADS NOT ALLOWED FOR ANC, BOLTS
4, HOLDOWN BOLTS DO NOT REPLACE ANC, BOLTS
5. APA RATED SHT'G. TO BE CD, CC STRUCT. II w/ EXT. GLUE
E.N, TYP.
SHEATHING TO HAVE A TOP PLATES
PANEL INDEX OF 24/0, SEE
SCHEDULE. APPLY DIRECTLY
TO STUDS @ 16"o.c. WITH STUDS
FACE GRAIN PARALLEL BLKG, AT a
TO SUPPORTS PANEL JOINTS
BOT, PLATE I
3/8" CLR. MIN, @ PANEL EDGES PLYWOOD LAYOUT
TO NAILS
BLK'G. @ HORIZ. PANEL JOINTS
SEE SHEARWALL SCHEDULE
,,,—ANCHOR BOLT SPACING PER SHEARWALL SCHEDULE &
SHALL BE PLACED 9" MAXIMUM (4" MINIMUM) OF ENDS &
SPLICES OF R's, PROVIDE 3" SQ, x 3/16" THK. WASHERS
EMBEDMENT DEPTH
(EXCLUDING CURBS)
SCALE NONE TYP. WALL SHT'G. SECTION
STAGGER TOP F SPLICES
4-0" MIN, DIRECTLY OVER
WALL STUDS
DBL TOP R's
16d @ 16"
RIPPED 2x6" D.F. STAGGERED
II
USE DROP OFF FROM RIP HEADER, SEE PLAN
w/ 4-16d EA END @ INT.
TANDARD STUD SIMPSON HUC HANGER
WALL STUDS —
w/ 16cfs @ 24"oc.
FULL HT., TYP.
WALL ft's —�
3/4" TYP.
@ EXT. 11
2x KING STUD @ INT.
4x KING POST @ EXT. \
II
WALL OPENING
SEE ARCH DRWGS.
FOR SIZES & LOC.
I
2x BLK'G. @
10'-0"o,a OR @
PANEL JOINTS
2x SILL F0 INT.
DBL 2x SILL 1R @ EXT.
2 - 16d's EA. SIDE
OF SPLICES
WINDOW — — —
FRAMING, WHERE
OCCURS II
f]T MI 1 IC1
if 11
LL INTERSECTIONS
SCALE: NONE TYP. WALL F
RMG. ELEV.
SCALE NC
SCALE NOf
EPA
SIMPSON H
EA TRUSS
ROOF SHT'G.
SEE PLAN
E,N, SHT'G., TYP,
SOLID BLK'G.
W/ LS50 CLIP EA BLK,
6" O.G GUTTER,
w/ SUPPORTS @ N-Wo,c.
- EXTERIOR FINISH - SEE ELEVS,
- 2x STUDS @ 16"o,c,
TYP. TRUSS EAVE SECTION
ROOF SHT'G.
SEE PLAN
� ni ourn
TO MATCH
EXIST,
2x4 (FLAT) @ 24"ac.
OUTRIGGER
G/N TRUSSES
SEE PLAN
EN, SHT'G, TYP,
EXTERIOR FINISH
SEE EXT, ELEVS
OVER SUBSTRATE
2x STUDS @ 16"ac,
TYP. GABLE END SECTION
9
SCALE: 1" = 1-0" SMj
TYP. FRAMING MEMBER
L J
FASTENERS RE
EACH SIDE OF SPLICE
L J
12 - 16d
2x6
PROVIDE SIMPSON
HANGERS AS SHOWN
4'-0" SQ. MAX
EDGE NAIL PLYWOOD
AROUND ENTIRE
OPENING PERIMETER
2x8
2x STUD WALL
f -1
F �l
LL OPENING IN ROOF
SIMPSON DTC CLIP
BLK 1 BAY BEYOND
OPENING w/ SAME
FRAMING AS TYP,
FRAMING MEMBERS
DBL JOISTS EA
SIDE OF OPENING
TYP. 4 SIDES
8
SCALE: 1" . 1'-a' NON-BRG. WA
nc: i mUri i tc) 0 I UL) VV/ -X
�1
LLJ SCALE: NONE
SPLICE OVER
STUD, TYR-
LL DETAIL
N-9' LAP, TYP.
STUDS
@ 16" O.C.
TYP.
2 ROWS NAILING
STAGGERED
/- DOUBLE
/ 2x TOP R,
WALL SIZE
FASTENERS RE
EACH SIDE OF SPLICE
2x4 & 2x6
12 - 16d
2x6
2-V4"
3-1/4"
2x8
2x STUD WALL
r -
SEE PLANS
PERPENDICULAR TO TRUSSES
5-1/2"
SIMPSON DTC CUP
@ 4-0"oc.
EG/N TRUSSES
r
co
SEE FRAMING PLANS
2x4 BLOCKING
@ 4'-0"o.a
M �d'C'0
2x STUD WALL
SEE PLANS
PARALLEL
TO TRUSSES
8
SCALE: 1" . 1'-a' NON-BRG. WA
nc: i mUri i tc) 0 I UL) VV/ -X
�1
LLJ SCALE: NONE
SPLICE OVER
STUD, TYR-
LL DETAIL
N-9' LAP, TYP.
STUDS
@ 16" O.C.
TYP.
2 ROWS NAILING
STAGGERED
/- DOUBLE
/ 2x TOP R,
WALL SIZE
FASTENERS RE
EACH SIDE OF SPLICE
2x4 & 2x6
12 - 16d
NP. TOP PLATE SPLICE DETA
SCALE: NONE
SCALE: NONE
FIELD NAILING
��
SCALE NONE
SEE FRAMING PLANS FOR SHEATHING & NAILING REQUIREMENTS
6
NP. DIAPHRAGM NAILING
F
'D'/4 DIA.
MAX o
N
N
0
� I
'D MIN. CLR SPAN/3 MIN.
MAXIMUM HOLE SIZE
'D1' BEARING NON-BRG
2x4
1-3/8"
2-1/8„
2x6
2-V4"
3-1/4"
2x8
2-7/8"
4-3/8"
2x10
3-5/8"
5-1/2"
SEE NOTE ON SHEET S1
3'D'
SCALE: a'= 1-0"
JOISTS OR
RAFTERS
WALL STUD
i
I
0
i
'D1'
RAMING HOLES & NOTCHES
3/4" TYP,
WALL STUDS —
w/ 16d's @ 24"o.c.
FULL HT., TYP,
WALL Id's —�
SIMPSON ST22 STRAP
EA SIDE OF TOP Es
& SILL ft's @ BRG, SHEAR
OR BRACED WALL LINES.
MAXIMUM HOLE SIZE
PLATE BEARING NON-BRG
2x4
1-3/8"
2-1/8"
2x6
2-1/4"
3-1/4"
2x8
2-7/8"
4-3/8"
2x10 1
3-5/8"
5-1/2"
SEE NOTE ON SHEET S1
II
E T H R U P LAT E R E Q'M TS. SCALE NONE
NOTES:
1. ALL SHEATHING NAILING SHOWN IS EDGE NAILING
2. MINIMUM SHEATHING PANEL DIMENSION TO BE 12"
3. UPSET THREADS NOT ALLOWED FOR ANC, BOLTS
4. HOLDOWN BOLTS DO NOT REPLACE ANC, BOLTS
5. APA RATED SHT'G. TO BE CD, CC STRUCT. it w/ EXT. GLUE
E.N., TYP.
SHEATHING TO HAVE A TOP PLATES
PANEL INDEX OF 24/0, SEE
SCHEDULE. APPLY DIRECTLY
TO STUDS @ 16"o,c. WITH STUDS
FACE GRAIN PARALLEL BLKG, AT j
TO SUPPORTS PANEL JOINTS
BOT, PLATE
3/8" CLR MIN. @ PANEL EDGES PLYWOOD LAYOUT
TO NAILS
BLK'G. @ HORIZ. PANEL JOINTS
SEE SHEARWALL SCHEDULE
,,—ANCHOR BOLT SPACING PER SHEARWALL SCHEDULE &
SHALL BE PLACED 9" MAXIMUM (4" MINIMUM) OF ENDS &
SPLICES OF e's, PROVIDE 3" SQ. x 3/16" THK. WASHERS
EMBEDMENT DEPTH
(EXCLUDING CURBS)
- 2
SCALE: � NP. WALL SHT'G. SECTION
RIPPED 2x6" D.F.
USE DROP OFF FROM RIP
TANDARD STUD
3/4" TYP,
P 4AMIT k,...-.- r)-)16 - ()TW
BUTTE COUNlY DEVELOPMENT SERVICES
EVA E FOR
)ATE_ ----f
-JTYP. WALL INTERSECTIONS
STAGGER TOP F SPLICES
4-0" MIN. DIRECTLY OVER
WALL STUDS
►ice
DBL, TOP R's
16d's @ 16"aa
STAGGERED
II
HEADER, SEE PLAN
W/ 4-16d EA END @ INT.
SIMPSON HUC HANGER
@ EXT.
2x KING STUD @ INT.
4x KING POST @ EXT, \
II
WALL OPENING
SEE ARCH DRWGS.
FOR SIZES & LOC.
I
2x BLK'G. @
10'-0"o,a OR @
PANEL JOINTS
2x SILL F @ INT, -
DBL. 2x SILL i Ifs @ EXT,
WINDOW —
FRAMING, WHERE
OCCURS II
RT, SILLSEE
FOR DETAILSPLAN
2 - 16d's EA SIDE
OF SPLICES
mix
IL_ LL
SCALE' �� TYP. WALL FRMG. ELEV.
SCALE NONE
SCALE NONE
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JOB NUMBER
14-021
TYPICAL FRAMING
SECTIONS & DETAILS
S6m
SHEET NUMBER