HomeMy WebLinkAboutB16-1167 056-170-047Butte County Department of Development Services
PERMIT CENTER
7 County Center Drive, Oroville, CA 95965
Main Phone 530.538.7601 Fax 530.538.7785
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SITE PLAN Assessor's Parcel Number: F5
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Owner Name: C, Ie �-(J-"(/
Site Location:
Contact name* r r r a 1 C Phone:
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Scope of Work:
K:\BUILDING\Amira Revised forms for review 11-17-1 . 4\FuII3, revised forms and documents 12-01-14\DBP-03-Site-Plan-Paper-REV'D-S. 13.14-AKM.docJ�,
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A 1S. BUILT SHOP PLANS FOR
GREG FLETCHER
65 REDBANK ROAPF
COHASSETy CALIFORNIA
ARCHITECTURAL NOTES
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1-1 All work on this project shall conform to the California 2013 Residential Building Code, (Title 24), & any other
applicable state, county and/or city codes & ordinances.
1-2 Written dimensions shall be used. Do not scale drawings.
1-3 If information on the plans differ from these notes, contact Streamline Engineering for clarification.
1-4 The contractor shall verify site conditions & their correlation w/ the drawings & shall bring any problems to the
attention of Streamline Engineering prior to construction.
1-5 In the event certain features of the construction are not fully shown on the drawings or called for in the notes,
then their construction shall be of the same character as similar conditions that are shown or called for & shall
be approved by Streamline Engineering.
1-6 All dimensions are face of stud, face of concrete, or face of masonry, unless otherwise noted (U.O.N).
1-7 Drawings represent finished structure. They do not indicate the method of construction U.O.N.
1-8 It is the owner's/contractors responsibility to verify that the project conforms with CC&R's (Covenants,
Conditions & Restrictions) of the subdivision and/or approval of the property owner's association.
1-9 Installation & hook up of all utilities shall be in accordance w/ applicable codes & the requirements of the utility
company.
1-10 Electrical, heating, ventilation, plumbing, air conditioning equipment & other service facilities shall be located or
designated to prevent water damagetinfiltration.
1-11 construction shall be of the highest quality workmanship. all walls shall be plumb & true. all connections shall
be made secure according to accepted construction procedures or as specified herein or as per the California
2013 Residential Building Code.
1-12 Streamline Engineering assumes no responsibility for any changes, errors, omissions or deviations by the
owner or contractor, either intentional or accidental.
1-13 the owner is advised that these drawings & associated construction documents are the only medium available
to express the intent of Streamline Engineering & cannot be assumed to be all inclusive in that regard.
1-14 The ground immediately adjacent to the foundation shall be sloped away from the building at a slope of not
less than one unit vertical in 20 units hodz. (5%) for a min. distance of 10' measured perpendicular to the face
of the wall or an approved alternate method of diverting water away from the foundation shall be used.
Exception: where climatic or soil conditions warrant, the slope of the ground away from the building foundation
is permitted to be reduced to not less than one unit vertical in 48 units horizontal (2% slope)
GENERAL EXTERIOR:
2-1 Refer to site plan for location of building & grading, county and/or city codes & ordinances.
2-2 Final grades around building perimeter shall slope away from foundation.
2-3 Roofing shall be installed per manufacturer's recommendations.
2-4 Install all stone veneer per manufacturer's installation specifications.
2-6 Verify location of all downspouts w/ owner. Final discharge from downspouts shall be 5' min., from building.
DOORS & RELATED HARDWARE:
6-1 All exterior & interior door hardware and door finishes shall be as selected by owner U.O.N. all doors w/
locks shall be keyed per owner's request.
6-3 All doors shall be provided with a door stop.
6-4 If automatic garage door openers are installed, they shall have edge sensor, safety beam or similar safety
device as per state law.
6-6 Exterior doors and doors leading to garage shall have single cylinder deadbolt in addition to door latches,
6-7 Level floor or landing on each side of door (unless exterior landing -2% max. slope.) Exceptions: A) Door is
permitted to open at top step of interior stairs, provided door does not swing over the top step. B) Landing
can be 7.75 inches below top of threshold, provided the door does not swing over the landing.
6-8 Landing minimum 36" inches.
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8-1 All gypsum board seams shall be taped & textured as per owner's request.
GLAZING & WINDOWS:
11-1 Provide safety tempered glazing in "hazardous locations", including but not limited to all glazing's in shower
& tub enclosures, & all glazing indoors & within 24" arc of either vertical edge of door in closed position
11-2 All window frames shall be set in full bed of mastic. lap building wrap over window flanges except at sill.
11-3 All escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet. The
minimum net clear openable height dimension shall be 24" inches. The minimum net clear openable width
dimension shall be 20 inches. When windows are provided as a means of escape or rescue, they shall have
a finish height not more than 44 inches above the floor.
11-4 Safety glazing must have permanent labels / identification.
11-5 Skylights shall comply with California 2013 Residential Building Code.
11-6 Doors and enclosures of bathtubs, spas, hot tubs, saunas, etc, shall be safety glazed (bottom exposed edge
is less than 60" above standing surface or drain inlet,
11-7 Glazing with an individual pane greater than 9 sq, ft, where bottom edge is less than 18" above the floor and
top edge is greater than 36", and where the pane is within 36" of a walking surface.
11-8 Stairways: within 36" horizontally of a walking surface, when exposed surface of glass is less than 60" above
plan of adjacent walking surface. Or within 60" horizontally of the bottom tread of a stairway in any direction
when exposed surface of glass is less than 60" above nose of tread.
FIRE STOPPING:
14-1 Fire -stopping shall be provided to cut off all concealed draft openings (both vertical and horizontal) and shall form a
barrier between a top story & roof space, and in the following specific locations:
A. In exterior or interior stud walls, at ceilings.
B. In all stud walls and partition, including furred spaces, so placed that the maximum dimensions & any
concealed space is not over 10 feet.
C. Any ether locations not specifically mentioned above, such as holes for pipes,shafting, behind furring strips &
similar places which could afford a passage of flames.
14-2 Penetrations of rated assemblies shall be fire - stopped. Fire stopping shall be an approved material as prescribed by
the State Fire Marshall.
14-3 5/8" type "X" gyp. bd. under all stairs and typ. useable storage space under stairway shall be one-hour construction.
14-4 5/8" type "X" gyp. bd. shall be used at common walls & ceilings, between living space & garage. Provide fire taped
joints.
FINISH CARPENTRY:
15-1 Perform all work necessary & required forfinished woodwork including, but not limited to:
A. Interior trim & millwork.
B. Similar assemblies of finish wood.
C. Hanging interior doors.
15-2 All millwork shall be fabricated & assembled for measurements taken at the site,
15-3 Casing trim, cleats, etc.: Apply with appropriate sized nails countersunk & filled. All materials shall be applied to solid
backing or applied w/ appropriate fasteners.
15-4 All interior trim, casing, etc.. shall be painted, finger joint.
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16-1 Perform all work necessary& required forcompletion of the project. Painting of electrical work in finished areas of the
building & access doors is included.
16-2 No painting/finishing shall be started until the surfaces to be painted/finished are in proper condition in every respect
16-3 Wood surfaces shall be sanded and dusted clean. Putty all nail holes, cracks, etc.. after first prime coat.
16-4 Leave all glass areas, stucco surfaces, floors, walks, hardware, & any other surfaces clean & free of paint, stain,
spatter, smears, & smudges which are the result of these operations. Replace any glass damaged in any way.
16-5 All roof penetrations such as flues and vent pipes, etc.. shall be painted to match roof color.
8-2
Metal edge shall be installed at all exposed exterior comers.
FLASHING:
8-3
All openings for outlets, switches, etc.. shall be cut Score & knock -out method shall not be used.
AS BUILT PLANS FOR AN EXISTING DOME.
ASPHALT
8-4
All edges & ends shall occur on the framing members, except those edges and ends which are perpendicular to
19-1
All flashing shall be 24 ga.. galv., sheet metal U.O.N. Prime &aint to match adjacent construction.
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No soil disturbance shall occur prior to obtaining a building permit.
the framing members & at braced wall panels where all edges must be blocked U.O.N..
19-2
Flash & counter -flash at all roof/wall connections,
8-5
Fire -rated assemblies shall have joints treated (taped).
19-3
Provide galv.. flashing at all wood/concrete connections.
8-6
Water-resistant gypsum board shall be installed at all wet focations except at showers.
19-4
Flash all roof & wall or chimney intersections w/ 24 ga.. G.S.M. flashing. Roof flashings around pipes, vents,
8-7
Framing around shower shall be protected with approved water proof paper. Water-resistant gypsum board may
forecasted rain event.
flues chimneys, etc., shall ga.. G.S.M. copper, or other approved flexible flashing material &shall be
The erosion control plan shall be re-evaulted & adjusted accordingly as the site changes &
not be used. 1/2" cement backer board or other approved tile or wall panel backing board shall be used.
after rain events.
of
formed to follow, contours of the the &allow seating of the the where occurs.
Erosion control measures shall be maintained.
8.
19-5
Pressure treated wood next to aluminum is not allowed.
VENTILATING/ATTIC ACCESS:
19-6
Provide flashing at all exterior openings exposed to weather.
10-1
Provide ventilation in all attic areas to meet code requirements.
STREET NUMBERS:
101
The attic access o enin shall not be less than 22 inches b 30 inches & shall be located in the corridor
over construction grade fabric,
10.
V g .7
hallway, or other readily accessible location. 30" minimum unobstructed headroom in the attic space shall be
provided at or above the access opening.
10-4 Attic ventilation needs to be at least 150 of the attic area with 50% required venting located at least 3' above
eave or cornice vents with the balance of required venting provided by eave or comice vents and shall have
cross ventilation for each separate space. The area of ventilation may be reduced to %w provided a vapor
retarter is installed on the warm side of the attic insulation. Insulation baffles need to be used to keep a min.
of 1" airspace for movement of air.
10-5 Openings into attic space shall be covered with corrosion -resistant wire cloth screening or other material that
has openings a min, of %6" and shall not exceed %".
10-6 Openable skylights need to be at least 10' from plumbing vents and 4' from other vents or flues.
10-7 Rafter spaces with gyp -board on one side of the rafter and roof sheathing on the other are to be ventilated.
A min. of 1" airspace shall be provided between the insulation and the roof sheathing. The net free
ventilation area shall not be less than 150 of the area space ventilated.
10-8 Draftstopping shall be installed in attics and concealed roof spaces, such that the horizontal area does not
exceed 3,000 sq. ft.
20-1 Install street address numbers of sufficient size and contrasting material to be readily visible from the street.
20-2 Builder shall verify additional requirements w/ building dept.
BUTTE
Cotrim
NOV ;O 7 2016
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LOCATION MAP
CODE ANALYSIS
APPLICABLE CODE:
BUILDING USE:
OCCUPANCY CLASS:
TOTAL SQ. FT.:
NUMBER OF STORIES:
TYPE OF CONSTRUCTION:
FIRE SPRINKLERS:
2013 C.R.B.C. , 2013 C.G.B.C. , 2013 C.M.C.,2013
2013 C.P.C.,2013 C.F.C.,2013 C.E.C. ,`.��
S-2
984
1
V -B
NOT REQUIRED
DEFERRED SUBMITTALS
DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE REVEIWED BY
STREAMLINE ENGINEERING PRIOR TO SUBMITTAL. STREAMLINE SHALL SUBMIT A
LETTER INDICATING THEY HAVE REVIEWED AND ARE IN GENERAL CONFORMANCE
WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTALS PLANNED AT THIS
TIME ARE NOTED BELOW:
1. NONE
M.
SHEETINDEX
SHEET DESCRIPTION
T-1 COVER SHEET
A-1 FLOOR PLAN/ ELEVATIONS
A-2 FOUNDATION / SECTION
S-1 STRUCTURAL DETAILS & NOTES
ABBREVIATIONS
SPECIAL INSPECTION
NOT REQUIRED
I.D.
SCOPE OF WORK
AS BUILT PLANS FOR AN EXISTING DOME.
ASPHALT
EROSION CONTROL PLAN
INSULATION
Minimum erosion & sediment controls for project disturbing less than one acre,
1.
No soil disturbance shall occur prior to obtaining a building permit.
2.
Person responsible for erosion control phone (see project team on sheet T-1 owner or
ABOVE FINISH
builder contact information).
3.
Erosion measures shall be in place between October 15th and April 15th, or when rain is
FLOOR
forecasted.
4.
Soil tracked off site into streets shall be cleaned up at end of each work day.
5.
Inactive soil stockpiles shall be covered. Active stockpiles shall be covered prior to
JOINT
forecasted rain event.
6.
The erosion control plan shall be re-evaulted & adjusted accordingly as the site changes &
after rain events.
7.
Erosion control measures shall be maintained.
8.
Washing concrete equipment & tool at any location than a designated concrete washout is
APPROXIMATE
a violation of law and subject to fine, Hay bales lined with visqueen may be used for this
LAVATORY
application. Rollaway bins may also be used. All concrete washout systems shall be placed
ARCHITECTURAL
off of the paved streets.
9.
Stabilized entry: Provide minimum 3" to 6" fractured rock 50' long x 15' wide by 6" deep
BUILDING
over construction grade fabric,
10.
Wattles installed properly behind curb or sidewalks.
11.
Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site.
12.
Internal filters placed inside each drain inlet.
13.
Trash bars across the back of all drains.
14.
Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk.
BEAM
(Straw or erosion blankets may be used for this application).
15.
Stabilize all slopes where erosion could occur & cause silt run off. (Straw, visqueen or
BOTTOM
erosion blankets may be used for this application).
16.
All paint, fuel, construction products etc. shall be stored in a covered location away from
sidewalks and storm drain inlet.
17.
Portable chemical toilets if provided on the site must be kept off of street & sidewalks & at
CONSTRUCTION
least 50' from the nearest storm drain inlet.
18.
All trash must be collected & stored property. Do not let items such as drywall mud boxes,
JOINT
paint buckets, cleaning materials containers etc. come in contact with any rainfall or storm
MISCELLANEOUS .,
water runoff.
19.
After installation of the above items is complete a maintenance program needs to be
developed to insure the continued effectiveness of your BMP's (Best Management
MASONRY UNIT
Practice).
SHEETINDEX
SHEET DESCRIPTION
T-1 COVER SHEET
A-1 FLOOR PLAN/ ELEVATIONS
A-2 FOUNDATION / SECTION
S-1 STRUCTURAL DETAILS & NOTES
ABBREVIATIONS
AB
ANCHOR BOLT
I.D.
INSIDE DIAMETER
AC
ASPHALT
INSUL.
INSULATION
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AGGREGATE
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ALTERNATE
ANCH.
ANCHOR
L.F.
LINEAR FEET
APPROX.
APPROXIMATE
LAV.
LAVATORY
ARCH.
ARCHITECTURAL
LOC.
LOCATED
BLDG.
BUILDING
M.B.
MACHINE BOLT
BLK
BLOCK
MAINT.
MAINTENANCE
BLKG.
BLOCKING
MAX.
MAXIMUM
BM.
BEAM
MECH.
MECHANICAL
BOT.
BOTTOM
MET.
METAL
MFGR.
MANUFACTURER
C.J.
CONSTRUCTION
MIN.
MINIMUM
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MISC.
MISCELLANEOUS .,
C.M.U.
CONCRETE
MASONRY UNIT
N.I.C.
NOT IN CONTRACT
C.O.
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N.T.S.
NOT TO SCALE
C.W.
COLD WATER
NO.
NUMBER
CAB.
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CIR.
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CLG.
CLO.
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CLOSET
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OUTSIDE DIAMETER
CLR.
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0. H.
OVER HEAD
COL.
COLUMN
OBS.
OBSCURE
COMP.
COMPOSITION
OPNG.
OPENING
CONC.
CONCRETE
CONSTR.
CONSTRUCTION
P.S.I.
POUNDS PER SQ.
CONT.
CONTINUOS
INCHP
T.
PRESSURE TREATED
D.H.
DOUBLE HUNG
PERP.
PERPENDICULAR
D.W.
DISHWASHER
PL.
PLATE
DBL.
DOUBLE
PLWD.
PLYWOOD
DEMO.
DEMOLITION
R.D.
ROOF DRAIN
DEPT.
DEPARTMENT
R.O.
ROUGH OPENING
DIA,
DIAMETER
RAD.
RADIUS
DIAG.
DIAGONAL
DIM.
DIMENSION
REF.
REFERENCE
DS.
DOWNSPOUT
REFL.
REFLECTED
DWG.
DRAWING
S.C.
SOLID CORE
E.F.
EXHAUST FAN
SCHD.
SCHEDULE
E.W.
EACH WAY
SHTG.
SHEATHING
EA.
EACH
SIM.
SIMILAR
ELEV.
ELEVATION
SPEC.
SPECIFICATION
ELECT.
ELECTRICAL
SQ.
SQUARE
EQ.
EQUAL
S.S.
SANITARY SEWER
EQUIP.
EQUIPMENT
STD.
STANDARD
(E)
EXISTING
STEEL
EXP.
EXPANSION
EXT.
EXTERIOR
T&B
TOP AND BOTTOM
T&G
TONGUE & GROOVE
F.F.
FINISH FLOOR
T.S.
TUBE STEEL
FOUND.
FOUNDATION
TEMP,
TEMPERED
FIN.
FINISH
TYP.
TYPICAL
FIXT.
FIXTURE
FLASH.
FLASHING
FLOUR.
FLUORESCENT
U.O.N.
UNLESS
FRMG.
FRAMING
OTHERWISE NOTED
FT.
FOOT OR FEET
FTG,
FOOTING
VERT.
VERTICAL
GA.
GAUGE
W.C.
WATER CLOSET
GALV.
GALVANIZED
W.H.
WATER HEATER
GL.
GLB.
GLASS
GLUE LAM BEAM
W.W.F.
WELDED WIRE FABRIC
GYP.
GYPSUM
N//
W/O.
WITH
WITHOUT
W. P.
WATERPROOF
H. B.
HOSE BIBB
H.C.
HOLLOW CORE
HDR.
HEADER
HDWD.
HARDWOOD
HGT.
HEIGHT
HORIZ.
HORIZONTAL
HR.
HOUR
PROJECT TEAM
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FOR
Gf p COMPLIANCE
BUILDING DESIGN BUILDING ENGINEER OWNER / BUILDER
STREAMLINE STREAMLINE GREG FLETCHER
ENGINEERING, INC. ENGINEERING, INC.
JIM PETERSON JEFF RICHELIEU, R.C.E. 53,590 65 REDBANK ROAD
60 INDEPENDENCE CIR. STE 201 60 INDEPENDENCE CIR. STE 201 COHASSET, CALIFORNIA
CHICO, CALIFORNIA 95973 CHICO, CALIFORNIA 95973 (C) 530-521-5046
(0) 530-892-1100 (0) 530-892-1100
(F) 530-892-1115 (F) 530-892-1115
Email: jimstreamline@sbcglobal.net Email: jeffstreamline@sbcglobal.net
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EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING.
THIS SHEET SHALL NOT BE REPRODUCED WITHOUT
WRITTEN PERMISSION,
REVISIONS
DESIGN:
CHECKED:
JP
JMR
DATE:
10/13/16
SCALE:
SHOWN
JOB NO.
2302
STET Na
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KEYNOTES
101, HARDIE PANEL SIDING (APPROVED BY OWNER) FIRE
RESISTIVE.
102. HARDIE TRIM (APPROVED BY OWNER) FIRE RESISTIVE
106 103. COMPOSITION SHINGLES CLASS A (APPROVED BY OWNER)
OVER 151b FELT.
104. WINDOWS SHALL BE DOUBLE PANE WITH ONE TEMPERED
GLASS TYPICAL.
105, PRE-ENGINEERED DOME PANELS TYP.
106. 2020 SKYLIGHT.
107. VULCAN GABLE VENT WITH "' MESH AND LOUVERED
(APPROVED BY OWNER).
108. CONCRETE STEPS.
NOTES
103
1. FLASH AND COUNTERFLASH BETWEEN ROOFING AND
VERTICAL SURFACES, INCLUDING PLASTER.
2. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING; MIN. OF 6"
WITHIN THE FIRST 10'-0" (5%.)
105
101
102
.LEFT ELEVATION 1/4" = 11-01,
106
106
4'CONCRETE WALKWAY--\
104
SAFETY GLAZING
SEE REAR ELEVATION
SAFETY GLA71NG SAFETY GLAZING
105
SAFETY GLAZING
SHOP
NO ELECTRICAL
R=17'-6"
04
C)
m
A% A
REAR RIGHT ELEVATION 11411= 11-011 A-2
106 106
107 ,5p`L
ENTRY
104 104
104 zt
en
SAFETY GLAZING
105 PERMIT # C`71 L —11 jp')
B -�E C _f� D�VELOPMENT SERVICES
UT OLIN
REVIEWED FOR
CODE COMPLIANCE
NOTE: )NTE ---- ByAta-
HANDRAILS ARE REQUIRE ON BOTH
SIDES OF STAIRS STEPS.
WALL SCHEDULE
108 DOME PANELS
2x4 STUDS @ 16" O.C.
FRONT ELEVATIO N 1/4"= 11-011 FLOOR PLAN 1/411 = 1'-0"
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EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING.
THIS SHEET SHALL NOT BE REPRODUCED WITHOUT
WRITTEN PERMISSION.
REVISIONS
DESIGN: ip
CHECKED' JMR
DATE: 10/13/16
SCALE: SHOWN
JOB NO. 2302
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EXCLUSIVE PROPERTY Of STREAMLINE ENGINEERING,
THIS SHEET SHALL NOT BE REPRODUCED WITHOUT
WRITTEN PERMISSION.
REVISIONS
DESIGN: JP
CHECKED: JMR
DATE: 10/13/16
SCALE: SHOWN
JOB NO. 2302
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GENERAL CONDITIONS: FRAMING/LUMBER: i
1-1 All work shall be inconformancewith the 2013 CBC ond applicable Municipal, State�Feder l and OSHA Safety regulations.
1-2 The drawings represent the finished structure. The Builder is responsible for the methods of construction including forming, shoring,
bracing, etc. The Builder shall provide all measures necessary to protect people and property during construction.
1-3 The Builder is responsible for obtaining all necessary approvals and permits from all governing agencies. All work is subject to Building
Department field inspector's approval. If a certificate of occupancy is not obtained by the owner for this project, then the engineer
assumes no liability for this structure,
1-4 The Builder shall verify all dimensions, details and job site conditions prior to commencing work and notify the Engineer in writing of
any discrepancies before purchasing materials or scheduling labor.
1-5 Should any changes be made from the design as specified in these drawings without written approval from the Engineer, then the
Engineer will assume no responsibility for any element of the structure.
1-6 Additional plans that may be included with this plan set (site plan, electrical, plumbing, HVAC) are by others. The builder is responsible
for coordinating and ensuring accuracy of plans by others,
1-7 The Builder is responsible for preventing water infiltration into the building through the roof, walls, or floor. The owner is responsible for
maintaining all systems designed to prevent moisture from entering the building. The Builder is also responsible for preventing water
condensation inside the building cavities including but not limited to the roof, walls, and floors.
1-8 The builder or owner shall determine if the structure is in a flood plain & notify the engineer in writing if it is. The structure is not
designed to resist the effects of flooding.
1-9 If certain features of the structure are not fully shown or detailed on the plans, their construction shall be of similar character to
conditions shown on the plans
1-10 All sheets that contain engineering requirements included in this plan set must be wet signed and stamped by the engineer to be valid.
1-11 Any conditions noted as existing must be field verified by the contractor and any discrepancies must be brought to the attention of
the engineer prior to continuing with construction.
FOUNDATION / SITE WORK:
2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not shown on these plans. The
foundation is designed to be placed on a level pad on undisturbed and non -expansive soil. The Builder shall notify the Engineer in
writing if any unusual soil conditions such as organic soils, clay, or uncertified fills are found at the site. The engineer has not made
a geotechnical review of the site u.o.n..
2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured, Engineered fill may be used as
existing grade provided compaction tests are presented to the Engineer indicating a minimum compaction of 90% relative compaction
per ASTM D 1557. Fill material shall be free from debris, vegetation, and other foreign substances, All excavations, gradingand
fells
shall conform with 2013 CBC 1804. Footings shall extend into firm native soil with a footing depth below frostline 12" min, U.O.N.
2-3 The owner is responsible for providing geo-technical report to builder and engineer if one exists.
2-4 The bottom of oil footings shall be clean and level.
2-5 Builder is responsible for providing drainage behind all retaining walls such that water can not accumulate behind walls. A minimum of
4" diameter perforated pipe sloped to daylight shall be used U.O.N. on plans. The builder is responsible for providing waterproofing and
damp proofing for all walls per 2013 CBC 1805.
2-6 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet.
2-7 The builder shall be responsible for locating and securing in place all anchor bolts, holdown anchors, post bases, plumbing and other
embedded objects prior to placement of concrete.
2-8 Anchor bolts are to be a minimum of 1/2" 0 with 7" minimum embedment into concrete and spaced at 6' o.c, maximum U.O.N.
Anchor bolts shall be placed 7 -bolt diameters min./12" max. from each end of sill plate with a minimum of two anchor bolts per sill
plate. All anchor bolts shall have 3"x 3"x .229" thick washers refer to "Shear Wall" schedule for additional anchor bolt .requirements.
2-9 For retrofit anchor bolts install TITEN HD (by Simpson) 1/2" 0 w/ 3-1/4" min. embedment or 5/8" 0 W/ 3-3/4" embedment. Install
per manufacturer's recommendations. Direct 1:1 replacement with wosher per typical anchor bolt.
2-10 Foundations supporting wood shall extend at least 8 inches above the adjacent finished grade. Individual concrete or masonry piers shall
project at least 8 inches above exposed ground unless the columns or posts that they support are of approved wood of natural
resistance to decay or treated wood is used.
2-11 Footings placed on or adjacent to slopes must comply with figure 18083.1 of the 2013 CBC. A geotechnical engineer must approve
footing placements in violation of this figure. This engineer shall not be liable for any foundation placed in violation of this section.
CONCRETE:
3-1 All concrete shall have a minimum f'c = 3,000 psi after 28 days curing unless otherwise noted. 2,500 psi used for design, so no
special inspection is required.
3-2 Materials used to produce concrete, concrete itself and testing shall comply with applicable standards listed in ACI 318. Aggregate size
shall be a maximum of 1-1/2" in foundations and 3/4" at all other locations.
3-3 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling,
3-4 All cement used shall conform to ASTM C-150-04 and shall be Type II or Type III low alkali.
3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACI code and CBC Section 1904.
3-6 Vibrate concrete around all bolts, rebar and surfaces. Construction joints shall be clean and wet prior to pouring concrete.
3-7 All projecting corners of slabs, beams, columns, etc, shall be formed with a 3/4" chamfer, unless specifically noted otherwise.
3-8 Calcium chloride admixtures or chloride -based admixtures shall not be used.
REINFORCING STEEL IN CONCRETE:
4-1
Reinforcing steel shall conform to the provisions of ASTM A
-615/A 615M -04a, Grade
40 for #4 bars and smaller and Grade 60 for #5
cracking at
bars and larger. All rebar is to be deformed. #5 and larger
rebar shall
not be re-bent.
Welded wire fabric shall conform to the
V
4
provisions of ASTM A 185-02.
Gravel or sand base shown
is to provide structural base for slab
only. No provisions for preventing groundwater infiltration
4-2
All lap splices shall not be less than 62 bar diameters of the larger bar.
Horizontal
laps in adjacent bars shall be staggered 5' - 0"
damp -proofing with 2" sand over 10 mil visqueen over
minimum.
base is recommended.
4-3
Reinforcement cover shall be as follows:
5-3
Slabs on grade shall be 4"
thick and placed over 4" minimum of
free draining aggregate base compacted to a minimum
Concrete cast against and permanently exposed to soil:
liar
relative compaction, unless
3" clear
Concrete with soil or weather exposure:
#5 bars
and smaller:
1 1/2" clear
not exceed
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#6 bars
and larger:
2" clear
Concrete without soil or weather exposure:
W 0
1" clear
4-4
All reinforcing steel shall be accurately secured in position
before and
during concrete
placement.
4-5
All reinforcing steel shall be clean at the time of concrete
placement.
CONCRETE SLAB CONSTRUCTION:
5-1
All slabs on grade shall be
per the contractor. As such it is the
contractor's sole responsibility to take steps to control
cracking at
10/13/16
all slobs to the satisfaction
of the owner.
JOB NO.
V
4
5-2
Gravel or sand base shown
is to provide structural base for slab
only. No provisions for preventing groundwater infiltration
of the slab
are included. If slab must
be maintained in a dry condition then
damp -proofing with 2" sand over 10 mil visqueen over
4" pea gravel
base is recommended.
a
5-3
Slabs on grade shall be 4"
thick and placed over 4" minimum of
free draining aggregate base compacted to a minimum
of 95%
liar
relative compaction, unless
noted otherwise.
0,
5-4
Crack control jointing is designed by the builder, unless shown on
foundation plan. The maximum spacing of joints shall
not exceed
WLU4
i Z 12
10' in any direction.
6-1 All wood in contact with concrete shall be pressure treated Hem Fir or Douglas Fir at the builders option U.O,N.
6-2 Lag screws shall be screwed, not driven, into pre -drilled holes of 2/3 the shank diameter.
6-3 Holes for bolts shall be bored with a bit 1/32" to 1/16" larger than the nominol bolt diameter.
6-4 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed. Where top or sole plates are cut for pipes, a
metal tie 0.058" min. thick and 1 1/2" wide shall be fastened across and to each side of the opening with not less than 6-16d nails
per the 2013 CBC 2308.9.8.
6-5 All framing anchors, clips, straps, hangers, holdowns, etc., shall be manufactured by Simpson Strong -Tie Company U.O.N. and installed
per manufacturer's recommendations.
6-6 U.O.N. framing shall be connected per nailing schedule per Table 2304.9.1 of the 2013 CBC,
6-7 Where exposed to weather, nails shall be galvanized.
6-8 Where in contact with pressure treated wood, all metal connectors shall be type 304 stainless steel or hot -dip galvanized steel meeting
ASTM A153-03.
6-9 2x solid blocking shall be provided over all bearing walls, shear walls, or other supports. Where manufactured "I" joists are specified,
blocking requirements listed herein are to be considered minimums and shall be increased as per manufacturer's recommendations.
6-10 Splices and joints in double top plate of stud bearing wall shall occur at the center line of supporting stud,
6-11 All studs to have double top plates of the some dimension as the studs. Top plate splices of stud walls shall use 8-16d sinkers at all
top plate splices u.n.o.
6-12 Fire block wood studs at mid -height where stud length is over 10' -0".
6-13 Carry all upper level posts into lower levels and provide solid blocking under all posts in floors or continue post.
6-14 Where (2) or more trimmers occur, use solid blocking at the floor level continuous to the foundation.
6-15 All structural lumber shall be Douglas Fir Larch as graded by the W.W.P.A. or W.C.L.I.B. and shall have a moisture content less than
19% and be of the following grades unless otherwise noted:
2 x 4 studs . . . . . . . . . . . . . . . .. . . . . . . . Standard and Better
2x & 4x Structural Light Framing . . , . . . . . . . . #2 Grade
2x & 4x Joists and Rafters . . . . . . . . . . . . . . #2 Grade
4x & 5x Beams and Posts #1 Grade
Roof Sheathing (over supports spaced at 24" o.c. maximum):
*Supporting composition or metal roofing: Use 1/2" APA rated exterior 32/16
•AII sheathing with face grain perpendicular to framing, stagger panels and nail with 8d at 6"/12" o.c. U.O.N.
*Wall Sheathing: See plans where occurs
6-16 Roof rafters shall be sized per 2013 CBC Tables U.O.N.
6-17 The builder shall take all measures necessary to protect framing from the effects of shrinkage. The Engineer shall not be responsible
for damage to framing members or finishes due to the effects of shrinkage. All new framing lumber shall have 19% maximum
moisture content at time of installation.
6-19 Plywood sheathing shall conform to PS 1-95. U.O.N. roof sheathing shall be CDX APA rated or OSB equivalent. Apply face grain
perpendicular to framing and stagger panels u.o.n. Edge nail at gable end trusses, drag trusses, freize blocking, and all supported
edges.
6-20 Where a wall is labeled as a shear wall, such wall shall be continuously shear paneled and nailed as required per schedule from the
roof plywood to foundation sill plate. Where a floor or other element disrupts the continuous paneling, special detailing is required.
Where special detailing is not provided, connections shall be requested by builder.
6-21 All headers to be as follows for openings not to exceed 8' in bearing walls, U.O.N. on plans:
2_x4 stud wall 26 stud wall
4 x 12 6 x 12
6-22 All headers to be as follows for openings not to exceed 4' in non bearing walls, U.C.N. on plans. For openings greater than 4' use
header specified for beoring wall U.O.N. on plans:
2x4 stud wall 2x6 stud wall
4 x 6 6 x 6
6-23 Provide 1-3/4" minimum bearing at end supports and 3-1/2" minimum bearing at intermediate supports for ceiling joists and rafters,
unless otherwise noted on plans.
6-24 Misplaced anchor bolts at sill plate to foundation: See notes in "Foundation / Site Work" section on this sheet.
ROUGH CARPENTRY:
7-1 Where plumbing, heating, or other ducts are placed on a partition requiring the cutting of the double plates, a Simpson LSTA24 strap
shall be fastened to each side of the top plates.
7-2 Use two trimmers at each end of each beam and header over 6'-0" long, and one trimmer at each end less than or equal to 6'-0"
long unless otherwise noted on plans.
7-3 Balloon frame studs to truss bottom chord or full height at exterior walls where sloping ceilings occur, U.N.O.
7
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FOOTING DETAIL
10
1. WALL PER PLAN
2. INTERIOR FINISH PER PLAN
3. SHEATHING PER "SHEARWALL
SCHEDULE"
4. ANCHOR BOLT PER PLAN.
SEE "SHEARWALL SCHEDULE"
FOR SPACING OR NOTES ON
S-1 FOR NON SHEARWALLS.
5. SLAB AND BASE PER PLAN
6. REINFORCEMENT PER PLAN
WHERE OCCURS CENTERED
IN SLAB
7. EXTERIOR FINISH
8. EDGE NAIL
9. UNDISTURBED SOIL OR
ENGINEERED FILL PER PLAN
10. #4 CONTINUOUS TOP AND
BOTTOM WITH 20" MIN. LAP AT
ALL CORNERS
PERMIT w
BUTTE COUNTY EVELOPMENT SERVICES
CODEC MEPL AONCE
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---------------
JMR
DATE:
10/13/16
SCALE:
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JOB NO.
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4
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FOOTING DETAIL
10
1. WALL PER PLAN
2. INTERIOR FINISH PER PLAN
3. SHEATHING PER "SHEARWALL
SCHEDULE"
4. ANCHOR BOLT PER PLAN.
SEE "SHEARWALL SCHEDULE"
FOR SPACING OR NOTES ON
S-1 FOR NON SHEARWALLS.
5. SLAB AND BASE PER PLAN
6. REINFORCEMENT PER PLAN
WHERE OCCURS CENTERED
IN SLAB
7. EXTERIOR FINISH
8. EDGE NAIL
9. UNDISTURBED SOIL OR
ENGINEERED FILL PER PLAN
10. #4 CONTINUOUS TOP AND
BOTTOM WITH 20" MIN. LAP AT
ALL CORNERS
PERMIT w
BUTTE COUNTY EVELOPMENT SERVICES
CODEC MEPL AONCE
N.T.S. I 2 1 FOOTING @DOME
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1. (E) WALL PANEL DESIGNED BY
OTHERS
2. (E) TUBE STEEL BASE DESIGN
BY OTHERS
3. (N) UFP10 WITH 5-#10 METAL
SCREWS PROVIDED BY
OWNER TO PENETRATE ONE
WALL OF METAL TUBE ONLY.
INSTALL ONE UFP10 PER
PANEL
4. (N) TITEN THD50400H AT EACH
UFP10
5. (E) CONCRETE STEMWALL BY
OTHERS
6. FUTURE SLAB AND BASE BY
OTHERS
7. (E) REINFORCEMENT AND
CONCRETE FOOTING BY
OTHERS
8. (E) EXTERIOR FINISH BY
OTHERS
9. (E) 2X P.T. SILL
10. UNDISTURBED SOIL
N.T.S. 1 1
cc
LL
CC CC
CL w `�
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CC
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EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING
THIS SHEET SHALL NOT PE REPRODUCED WITHOUT
WRITTEN PERMISSION,
REVISIONS
DESIGN:
W eh
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CHECKED:
JMR
DATE:
10/13/16
SCALE:
SHOWN
JOB NO.
V
4
W
U
ap
W N O
C W 111L.
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1. (E) WALL PANEL DESIGNED BY
OTHERS
2. (E) TUBE STEEL BASE DESIGN
BY OTHERS
3. (N) UFP10 WITH 5-#10 METAL
SCREWS PROVIDED BY
OWNER TO PENETRATE ONE
WALL OF METAL TUBE ONLY.
INSTALL ONE UFP10 PER
PANEL
4. (N) TITEN THD50400H AT EACH
UFP10
5. (E) CONCRETE STEMWALL BY
OTHERS
6. FUTURE SLAB AND BASE BY
OTHERS
7. (E) REINFORCEMENT AND
CONCRETE FOOTING BY
OTHERS
8. (E) EXTERIOR FINISH BY
OTHERS
9. (E) 2X P.T. SILL
10. UNDISTURBED SOIL
N.T.S. 1 1
cc
LL
CC CC
CL w `�
o � U
CC
m o
EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING
THIS SHEET SHALL NOT PE REPRODUCED WITHOUT
WRITTEN PERMISSION,
REVISIONS
DESIGN:
JP
CHECKED:
JMR
DATE:
10/13/16
SCALE:
SHOWN
JOB NO.
2.302
S1 -IEC -T Na
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