HomeMy WebLinkAboutUP22-0004_B22-3582 PLAN SETCONSULTANTS
REVISED BY:CHK'D BY: RWBG-001DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellCOVER1
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A-501
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PROJECT TEAMPROJECT DATA
VICINITY MAP
STRUCTURAL DESIGN:DESIGNER:
BUILDER:
A PROPOSED NEW RESIDENCE FOR
MARK STEPHANS
OWNER:
A
NOTE NUMBER
LOCATE NOTE IN GENERAL NOTES ON THAT PAGE
WALL LINE NUMBER OR LETTER
REFRENCES WALL LINES IN STRUCTURAL
CALCULATIONS
STANDARD ABBREVIATIONS
AB ANCHOR BOLT
APA AMERICAN PLYWOOD ASSOCIATION
ALT ALTERNATE
ASTM AMERICAN SOCIETY for TESTING MATERIALS
BRG BEARING
C CHANNEL
CBC CALIFORNIA BUILDING CODE
CL CENTER LINE
CLR CLEAR
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
DBL DOUBLE
DIA DIAMETER
DF DOUGLAS FIR
DWL DOWEL
DWG DRAWING
(E) EXISTING
EA EACH
EF EDGE OF FACE
EOS EDGE OF SLAB
ELEV ELEVATION
EN EDGE NAILING
EQ EQUAL
EW EACH WAY
FF FINISHED FLOOR
FLR FLOOR
FT FOOT / FEET
FTG FOOTING
GA GAGE
GLB GLU-LAMINATED BEAM
HGR HANGER
HOR HORIZONTAL
ICC INTERNATIONAL CODE COUNCIL
ICF INSULATING CONCRETE FORM
IN INCH
INFO INFORMATION
K KIP (1,000 lbs)
LB POUND
LSL LAMINATED STRAND LUMBER
LVL LAMINATED VENEER LUMBER
MFR MANUFACTURER
MAX MAXIMUM
MECH MECHANICAL
MIN MINIMUM
MISC MISCELLANEOUS
NTS NOT TO SCALE
OC ON CENTER
OCEW ON CENTER EACH WAY
OPP OPPOSITE
PL PLATE
PLF POUNDS PER LINEAR FOOT
PSL PARALLEL STRAND LUMBER
PT PRESSURE TREATED
REQ'D REQUIRED
SIM SIMILAR
SPEC SPECIFICATION
STAGG STAGGERED
STD STANDARD
T & B TOP AND BOTTOM
T & G TOUNGE AND GROOVE
TYP TYPICAL
UBC UNIFORM BUILDING CODE
UNO UNLESS OTHERWISE NOTED
VERT VERTICAL
W/ WITH
W/O WITHOUT
WT WEIGHT
LINTEL NUMBER
REFRENCES TO LINTEL SCHEDULE ON THAT PAGE
DETAIL INDICATOR
TOP NUMBER= DETAIL NUMBER(S)
BOTTOM NUMBER= DRAWING PAGE NUMBER
MARANATHA FELLOWSHIP
75 LOS VERJELES ROAD
BANGOR, CA
MARANATHA FELLOWSHIP
75 LOS VERJELES ROAD
BANGOR, CA
A PROPOSED ADDITION FOR:
INDEX TO DRAWINGS
APPLIED ENGINEERING
CONSULTANTS, INC
10360 CAREY DRIVE
GRASS VALLEY, CA 95945
530-838-5358
roy.arashi@appliedec.com
1. THE INTENT OF THESE DRAWINGS IS TO SHOW ALL NECESSARY ITEMS TO COMPLETE THIS
STRUCTURE. TYPICAL DETAILS AND NOTES WITHIN THESE DRAWINGS APPLY TO SIMILAR
CONDITIONS, UNLESS NOTED OTHERWISE. ALL WORK AND CONSTRUCTION SHALL COMPLY
WITH ALL APPLICABLE BUILDING CODES, REGULATIONS, AND SAFETY REQUIREMENTS. FOR
ITEMS, METHODS, AND/ OR MATERIALS NOT SHOWN, THE MINIMUM REQUIREMENTS OF THE
CURRENT (2016) CALIFORNIA BUILDING CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA
PLUMBING CODE, CALIFORNIA ELECTRICAL CODE, 2016 CRC, CGBSC AND ENERGY CODE,
ASCE7-10, ACI318-11, 2012 NDS AND ALL OTHER LOCAL STATE AND MUNICIPAL CODES AND
ORDINANCES SHALL GOVERN.
2. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY REGULATIONS.
3. THE CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE OWNER,
DESIGNER, ENGINEER, AND HIS CONSULTANTS, AND EACH OF THEIR OFFICERS AND
EMPLOYEES FROM ALL LIABILITY CLAIMS, LOSSES, OR DAMAGES ARISING OR SAID TO ARISE
FROM THE PERFORMANCE OF WORK DESCRIBED HERIN.
4. WHILE EVERY ATTEMPT HAS BEEN MADE TO AVOID MISTAKES IN THE PREPARATION OF
THESE PLANS, THE MAKER CANNOT GURANTEE AGAINST HUMAN ERROR, THEREFORE, THE
DIMENSIONS AND SPECIFICATIONS OF THESE PLANS SHALL BE VERIFIED BY THE OWNER/
CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AND ANY DISCREPANCIES
SHALL BE BROUGHT TO THE ATTENTION OF RANDY W. BUNNELL.
5. THESE PLANS HAVE BEEN DRAWN TO COMPLY WITH THE CLIENTS SPECIFICATIONS, AND ANY
CHANGES MADE TO THEM AFTER PRINTS ARE MADE SHALL BE DONE AT THE CLIENTS EXPENSE.
6. ALL WORK SHALL BE THE BEST OF THEIR RESPECTIVE TYPES, AND CONTRACTORS SHALL BE
RESPONSIBLE FOR OBSERVANCE OF ALL STATE, COUNTY, AND LOCAL BUILDING CODES.
7. FIRE, VANDALISM, AND THEFT INSURANCE ARE TO BE PROVIDED BY OWNER. PUBLIC
LIABILITY AND WORKER'S COMPENSATION INSURANCE, IF APPLICABLE, ARE TO BE PROVIDED BY
CONTRACTOR.
8. THE JOB SHALL BE LEFT BROOM CLEAN, WITH WINDOWS AND FIXTURES WASHED, AND ALL
DEBRIS REMOVED BY CONTRACTOR.
9. THE CONTRACTOR SHALL GIVE THE DESIGNER 48 HOURS NOTICE MINIMUM WHEN SITE
OBSERVATIONS ARE NECESSARY.
10. ANY AND ALL SURVEY AND SITE ENGINEERING WORK REQUIRED IN CONNECTION WITH THIS
PROJECT SHALL BE BY SEPERATE CONTRACT BETWEEN OWNER / CONTRACTOR AND
SURVEYOR OR ENGINEER OF CHOICE.
11. WHEN DISCREPANCIES ARISE BETWEEN ENGINEERING SPECIFICATIONS AND
ARCHITECTURAL SPECIFICATIONS, THE ENGINEERS SPECIFICATIONS SHALL GOVERN.
12. THESE PLANS, SPECIFICATIONS, DETAILS, AND DESIGNS ARE THE SOLE PROPERTY OF
RANDY W. BUNNELL CO. CONSTRUCTION IS LIMITED TO A ONE TIME USE ON THE PROPERTY
NAMED HEREIN. THESE PAGES MAY NOT BE DISPLAYED, COPIED, OR USED IN ANY WAY
WITHOUT THE EXPRESS WRITTEN PERMISSION OF RANDY W. BUNNELL CO.
PROJECT NOTES
SUPPORTING DOCUMENTATION: ENGINEERING CALCS
TESTING AND INSPECTIONS:
1. ICF WALLS: SPECIAL INSPECTION IS REQUIRED FOR REBAR PLACEMENT AND
CONCRETE PLACEMENT IN THE ICF WALLS.
2. CONCRETE FOUNDATION: NO TESTING SHALL BE REQUIRED FOR THE
CONCRETE FOUNDATION OR SLAB ON GRADE.
3. CONCRETE TESTING IS REQUIRED FOR ALL CONCRETE WITH fc'>2500 PSI,
4. ALL SIMPSON WEDGE ANCHORS OR TITEN BOLTS (EXCEPT INTERIOR 2 X 4
WALLS) OR EPOXY SET ANCHORS REQUIRE PERIODIC SPECIAL INSPECTION.
TITEN BOLTS IN INTERIOR 2 X 4 SILL PLATES DO NOT REQUIRE SPECIAL
INSPECTION.
5. INSTALLATION OF HIGH STRENGTH BOLTS (A325 AND A490) REQUIRE
CONTINUOUS SPECIAL INSPECTION,
6. FIELD AND SHOP WELDING REQUIRES PERIODIC SPECIAL INSPECTION UNLESS
WELDS ARE PERFORMED IN AN ICC CERTIFIED SHOP.
7. PUDDLE WELDS AT ASC DECK TO LEDGER AND BEAM REQUIRE SPECIAL
INSPECTION.
BUILDING OCCUPANCY AND TYPE
ASSEMBELY
GROUP A3 OCCUPANCY
TYPE III CONSTRUCTION
SQUARE FOOTAGES
TOTAL SF NEW FIRST FLOOR 7,000
TOTAL SF NEW SECOND FLOOR 2,028
TOTAL SF ASSEMBLY AREA 9,028
COVERED PORCHES 1,055
DEFERRED SUBMITTALS:
TRUSS CALCS:
THIS STRUCTURE USES MANUFACTURED TRUSSES FOR THE ROOF FRAMING SYSTEM. TRUSS
CALCS (DESIGN) ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD WHO SHALL REVIEW
THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE
DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND
TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. ANY EXCEPTIONS
MUST BE ADDRESSED BEFORE SUBMITTING TO THE BUILDING DEPARTMENT.
FIRE SPRINKLERS:
THIS STRUCTURE DOES NOT REQUIRE FIRE SPRINKLERS.
NOTES:
1. DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT FOR
REVIEW AND APPROVAL BEFOR INSTALLATION BEGINS. THE BUILDER OR OWNER SHALLBE
RESPONSIBLE FOR COORDINATION OF THE SUBMITTAL ITEMS AND ALLOW ADEQUATE REVIEW
TIME BY THE BUILDING DEPARTMENT.
2. PRIOR TO BUILDING PERMIT FINAL APPROVAL, THE PROPERTY SHALL BE IN COMPLIANCE
WITH THE VEGETATION CLEARANCE REQUIREMENTS PRESCRIBED IN THE CALIFORNIA FIRE
CODE SECTION 4906, CALIFORNIA PUBLIC RESOURCES CODE 4291, AND CALIFORNIA
GOVERMENT CODE 51182. CRC R337.1.5.
3. HERS VERIFICATION IS REQUIRED BY T-24 ENERGY REPORT. PROVIDE EVIDENCE OF THIRD
PARTY VERIFICATION (HERS) TO PROJECT BUILDING INSPECTOR PRIOR TO FINAL INSPECTION.
RANDY W. BUNNELL CO
14314 WRANGELL CT.
PENN VALLEY, CA 95946
530-277-4474
SCL 330645
randy@bunnellco.com
DESIGN CRITERIA:
WIND SPEED= 94 MPH EXPOSURE C
SEISMIC: CATEGORY D, SDS=0.537, R=4
BEARING PRESSURE= 1500 PSF
G-001 PROJECT INFORMATION
G-002 GEN NOTES
G-003 CAL GREEN MANDATORY MEASURES
A-101 FIRST FLOOR PLAN
A-102 SECOND FLOOR PLAN
A-201 ELEVATIONS
A-301 SECTIONS
S-401 FOUNDATION PLAN
S-402 2ND FLOOR FRAME PLAN
S-403 ROOF FRAMING PLAN
S-501 STRUCTURAL NOTES
S-502 STRUCTURAL DETAILS- ICF
S-503 STRUCTURAL DETAILS- STRUCTURAL STEEL
M-601 PLUMBING PLAN
M-602 ELECTRICAL PLAN
M-2.1 MECHANICAL PLAN LOWER FLOOR
M-2.1 MECHANICAL PLAN UPPER FLOOR
T-24.1 TITLE 24
T-24.2 TITLE 24
T-24.3 TITLE 24
P-701 SITE PLAN
A
TESTING, DEFERED SUBMITTALS,
DESIGN CRITERIA
LOADS:
ROOF DL= 10.4 PSF Lr= 20 PSF
FLOOR DL= 15 PSF Lf= 40 PSF
GROUND SNOW LOAD= 0 PSF
SOMMERS CONSTRUCTION
PO BOX 455
BANGOR, CA 95946
530-624-2874
SCL 857563
sommersconstruction@iCloud.com
10/26/2022, 8:45:27 AM
Engineer's seal on this and
subsequent pages covers
structural design only.
CONSULTANTS
REVISED BY:CHK'D BY: RWBG-002DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellGENERAL NOTES2
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RESIDENTIAL STANDARD PLAN NOTES
BMP STANDARD DETAILS
FORM NO
DBP-26CURRENT CODES
2019 Calif. Residential Code
2019 Calif. Building Code. (Structural only)
2019 Calif. Mechanical Code.
2019 Calif. Plumbing Code.
2019 Calif. Electrical Code.
2019 California Energy Code. (2016 Building Energy Efficiency Standards)
2019 California Green Building Standards Code.
SNOW LOADS
Elevation (Feet) Ground Snow
0-1499 No Requirement
1500-1999 20 psf
2000-2499 37 psf
2500-2999 55 psf
3000-3499 75 psf
3500-3999 122 psf4000-4499 149 psf
5000-5499 180 psf
5500-6000 215 psf
Snow load values on this chart may be interpolated. Elevations may be determined
from Google Earth, USGS Topo Maps, or other sources.
Structures proposed in areas where snow loads exceed 50 psf, require design by a
Registered Design Professional.
Approximate elevations for some Butte County locations:
Berry Creek 2200’ Concow 2200’ Forest Ranch 2400’
Butte Meadows 4500’ De Sabla 2720’ Magalia 2400’
Clipper Mills 3600’ Feather Falls 3000’ Stirling City 3600’
Cohasset 3200’ Forbestown 2800’ Yankee Hill 2200’
For manufactured Homes, see T25 Table 1338-1 Region III
GENERAL
1.Provide each bedroom, basement, and habitable attics with a minimum of one exterior window with a 44” maximum clear opening height, 5.7 sq. ft. minimum clear openable area (minimum 5.0 sq. ft. at grade floor openings), 24” minimum clear openable height and 20” minimum clear width, or an openable exterior exit door. (CRC R310.2.1 and CRC R310.2.2) Window wells, ladders, and steps shall comply with CRC R310.2.3. Bars, grilles, covers, ands screens shall be releasable or removable from the inside without the use of a key, tool, special knowledge, or force greater than 15lbs to operate the emergency escape and rescue openings. (CRC R310.4) Photovoltaic panels & modules shall not be below an emergency escape and rescue opening within 36”. (CRC 324.6.2.2)
2.Each bathroom containing a bathtub, shower or tub/shower combination shall be mechanically ventilated with Energy Star approved equipment (minimum 50cfm) with an integral humidistat installed. (CRC R303.3.1)
3.Provide attic cross ventilation: 1/150 of attic area or 1/300 with at least 40% but not more than 50% of vents are a maximum 3 ft. below the ridge or highest space in the attic and the balance is provided in the lower third of the attic space (not limited to eaves or cornice vents). As an alternative in Climate Zone 16, the net area may be reduced to 1/300 when a Class I or II vapor barrier is in- stalled on the warm-in-winter side of the ceiling. Baffles are required at vents for insulation. Provide minimum of 1” inch of air space between insulation and roof sheathing. (CRC R806)
4.Enclosed rafter spaces shall have a 1-inch clear cross ventilation. (Properly sized rafters for insulation) (CRC R806.3)
5.Under floor cross ventilation: minimum 1/150 of under floor area. When a class 1 vapor retarder is installed on the ground surface, the minimum area of ventilation may be limited to 1/1500 of under-floor space. One ventilation opening shall be within three (3) feet of each corner of the building (CRC R408.1). Unvented crawl spaces shall comply with CRC R408.3.
6.Exterior balconies and elevated walking surfaces exposed to water, where structural framing is protected by an impervious moisture barrier require construction documents with manufacturer’s installation instructions (CRC 106.1.5). Must be inspected and approved before concealing barrier. (CRC 109.1.5.3)
7.Enclosed framing in exterior balconies and elevated walking surfaces ex- posed to rain, snow or drainage from irrigation shall be provided with cross- ventilation area of at least 1/150. (CRC 317.1.6)
8.Provide landings and a porch light at all exterior doors. Landings are to be minimum 3 ft deep x width of door. Landings at required egress doors may step down a maximum of 7.75 inches when the door does not swing over the landing and 1.5 inches when door swings onto the landing. Other than required exterior exit doors may have a threshold of 7.75 inches maximum; a landing is not required if a stair with two or fewer risers is located on the exterior side and the door does not swing over the stairway. (CRC R311.3-R311.3.2)
9.Mezzanines shall not be greater than 1/3 of the story unless fire sprinklers are installed then the area can be ½ of the story. (CRC 325.3)
10.The following windows shall be fully tempered: (CRC R308.4)
Sliding/swinging glass doors
Glazing in walls and enclosures facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and swimming pools where the glazing is less than 60 inches above the standing surface within the compartment and within 60 inches horizon- tally of the water’s edge (CRC R308.4.5)
Glazing within a 24” arc of a door that is less than 60 inches above the floor. Safety glazing required on a wall less than 180 degrees from the plane of the door in a closed position and within 24” of hinge side of an in-swing door. (R308.4.2)
Glazing where the exposed area is greater than 9sq.ft, bottom is less than 18 in. and at least 36 in. above the floor, and adjacent to a walking surface
Within 60in. of the bottom tread of a stairway and less than 36in. above the landing
Glazing in guards and railings
Glazing adjacent to stairways, landings, and ramps within 36in. horizontally of the walking surface less than 36in. above the walking surface
11.Provide fall protection in accordance with C.R.C. Section R312.2.1 for the operable windows with sills located less than 24 inches above finished floor and greater than 72 inches above the finished grade, or surface on the outside of the building. C.R.C. Section R312.2
FOUNDATIONS & CONCRETE SLABS
1.Slope drainage 6” within the first 10ft. from the foundation wall. If physical obstructions or lot lines prohibit the 10ft distance, a 2-5 percent slope shall be provided to an approved alternative method of diverting the water away from the foundation. Impervious surfaces shall also be sloped a minimum of 2 percent for 10ft away from structures to an approved drainage way. (CRC R401.3)
2.Stepped footings shall be used when slope of footing bottom is greater than 1 in 10 (V:H). Step footing detail shall be shown on building elevations and foundation plan. (CRC R403.1.5)
3.Concrete slabs: 3 ½” minimum (CRC R506.1). Slabs shall have a 4” thickness of 3/8” minimum gravel under the concrete slab. Separate from soil with a 6-mil polyethylene vapor retarder with joints lapped not less than 6 inches. A capillary break shall be installed when a vapor retarder is required per CGBC Section 4.505.
4.Provide an 18” x 24” under-floor access, unobstructed by pipes or ducts and within 5’ of each under-floor plumbing cleanout and not located under a door to the residence, is required. Provide a solid cover or screen. (CRC 408.4 & CPC 707.9)
5.Minimum sill bolting: ½” anchor bolts or approved anchors at 6 ft. o.c. maximum for one-story. (CRC R403.1.6) Use anchor bolts at 4 ft. o.c. maximum for three story construction. Embed bolts 7” minimum. The anchor bolts shall be placed in the middle third of the width of the plate. Locate end bolts not less than 7 bolt diameters, nor more than 12” from ends of sill members. In SDC D0 and above: Provide 3”X3”X0.229 plate washers on each bolt at braced or shear wall locations, standard cut washers shall be permitted for anchor bolts not located in braced/shear wall lines. (CRC R403.1.6.1 & R602.11.1)
CLEARANCES AND TREATMENT FOR WOOD FRAMING
1.Weather exposed glued-lam, beams and posts shall be pressure treated or shall be wood of natural resistance to decay (CRC R317.1.3 & 5)
2.Columns exposed to the weather or in basements, when supported on concrete pier or metal pedestals shall be pressure treated or natural resistance to decay unless the pier/pedestals project 1” above concrete or 6” above earth and the earth is covered by an approved impervious moisture barrier. (CRC R317.1.4 exc. 1)
3.Columns in enclosed crawl spaces or unexcavated areas located within the periphery of the building shall be pressure treated or natural resistance to decay unless the column is supported by a concrete pier or metal pedestal of a height 8” or more, and the earth is covered by an impervious moisture barrier. (CRC R317.1.4 exc. 2)
4.Deck posts supported by concrete piers or metal pedestals shall be pressure treated or wood of natural resistance to decay unless projecting not less than 1” above a concrete floor or 6” above exposed earth. (CRC R317.1.4 exc. 3)
5.Wood joist shall be provided with 18” clearance to earth and girders 12” to earth, or shall be pressure treated or natural resistance to decay when located within the periphery of the building foundation. (CRC R317.1 (1))
FLOORS
1.Underfloor areas with storage, fuel-fired equipment or electric-powered equipment with less than 2x10 solid joists shall be protected on the underside by half-inch sheet- rock or a sprinkler system. (R302.13)
2.Balconies must be designed for a minimum live load of 60lbs per square foot. (CRC Table-R301.5)
WALLS
1.Positive connection shall be provided to ensure against uplift and lateral displacement. (CRC R502.9 & CBC 2304.10.7)
2.All fasteners used for attachment of siding & into pressure treated lumber shall be of a corrosion resistant type. (CRC R317.3)
3.Fire-block in concealed spaces of stud walls/partitions, vertically at ceiling/floor levels, & horizontally at 10ft. intervals. Fire-block at soffits, drop ceilings/similar locations & in concealed spaces at the top/bottom of stair stringers. (CRC R302.11)
4.Provide approved building paper under the building siding and approved flashing at exterior openings. (CRC R703.2) Specify a minimum of 2 layers of Grade D paper under stucco and 2 layers of 15lb felt (or equivalent) under stone veneer.
5.Stucco shall be not less than three coat where applied over metal lath or wire fabric lath, and shall have a minimum clearance to earth of 4 inches and 2 inches to paved surfaces with an approved weep screed. (CRC R703.7.2.1) Masonry stone veneer shall be flashed beneath the first course of masonry and provided with weep holes immediately above the flashing. (CRC R703.8.5 and R703.8.6)
ROOF
1.Roof sheathing can only cantilever 9 inches beyond a gable end wall unless supported by overhang framing. (CRC 802.5.2.1)
2.Provide a minimum 22” x 30” access opening to attic (CRC R807); may be required to be 30”x30” to remove the largest piece of mechanical equipment per the CMC.
3.Roof drains/gutters required to be installed per the CPC with leaf/ debris protection also installed. (CRC R337)
4.Roof construction and coverings shall comply with CRC Chapters 8, 9 and local ordinance. All roofing shall be tested/listed Class A minimum.
5.Asphalt shingles with sloped roofs 2/12 to <4/12 shall have two layers of underlayment applied per CRC R905.2.2.
GARAGE AND CARPORT
1.Garage shall be separated from the dwelling unit & attic area by ½” gypsum board applied to the garage side. Garage beneath habitable rooms shall be separated by not less than 5/8” type X gypsum board. Structure supporting floor/ceiling assemblies used for required separations shall have ½” gypsum board installed minimum. Door openings from the garage to the dwelling shall be solid wood/steel doors or honeycomb steel doors not less than 1 3/8” thick or a 20-minute rated fire door. Doors shall be self-closing & self-latching. No openings directly into a sleeping room from the garage. When the dwelling and garage have fire sprinklers installed per R309.6 and R313, doors into the dwelling unit from the garage only need to be self-closing and self-latching. (CRC R302.5.1 & T-R302.6)
2.Ducts penetrating the garage to dwelling separation shall be a minimum of 26 gauge with no openings into the garage. (CRC R302.5.2)
3.Penetrations through the garage to dwelling separation wall (other than ducts as listed above) shall be fire-blocked per CRC section R302.11, item #4.
4.Garage and carport floor surfaces shall be non-combustible material and slope to drain towards the garage door opening. (CRC R309.1)
5.Appliances and receptacles installed in garage generating a glow, spark or flame shall be located 18” above floor unless it is listed as flammable vapor ignition resistant. (CMC 305.1) Provide protective post or other impact barrier from vehicles. (CMC 305.1.1)
STAIRWAYS & RAMPS
1.Stair landings required every 12’7” of vertical rise. (CRC R311.7.3)
2.Exterior stair stringers must be naturally resistant to decay or pressure treated. (CRC R317.1)
3.Rise shall be maximum 7.75”; Run shall be 10” minimum; headroom 6’-8” minimum; width 36” minimum, 31.5” between a handrail on one side and 27” with handrails on two sides. Variation between riser heights 3/8” maximum. A nosing not less than .75 inches but not more than 1.25 inches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. The leading edge of treads shall project not more than 1.25 inches beyond the tread below. Open risers are permitted, provided the opening between the treads does not permit the passage of a 4” sphere. (Openings are not limited when the stair has a rise of 30” or less). (CRC R311.7 & R312)
4.Stairways with 4 or more risers shall have a handrail on one side 34” to 38” above the tread nosing. Circular handrails shall have an outside diameter of 1.25”-2”; if not circular, it shall have a perimeter dimension of 4”-6.25” with a maximum cross-sectional dimension of 2.25”. See R311.7.8.3 item# 2 for type II handrails with a parameter over 6.25”. A minimum clearance of 1.5” shall be maintained from the wall or other surface. Handrails shall be returned, terminate in newel posts, or safety terminals. (CRC R311.7.8.2)
5.Guards shall be 42” minimum height (unless acting as a handrail/guard for a stairway; the guard height may be 34”-38” in height), with openings less than 4” inches clear (guards on the open sides of stairs may have 4 3/8” openings). (CRC R312)
6.Provide landings at the top/bottom of the stairway the width of the stairway. The depth of the landing shall be 36” minimum. (see CRC R311.7.6 for exceptions).
7.Usable spaces underneath enclosed/unenclosed stairways shall be protected by a minimum of ½” gypsum board. (CRC R302.7)
8.Ramps serving the egress door shall have a slope of not more than 1 unit vertical in 12 units horizontal (8.3-percent slope). All other ramps shall have a maximum slope of 1 unit vertical in 8 units horizontal (12.5-percent slope). Exception: Where it is technically infeasible to comply because of site constraints, ramps shall have a slope of not more than 1 unit vertical in 8 units horizontal (12.5-percent slope) (CRC R311.8.1). Provide 3’X3’ landings at the top and bottom of ramps, where doors open onto ramps, and where ramps change directions. (CRC R311.8.2)
DECKS
1.Guards are required if deck or floor is over 30” above grade within 36” of the deck or floor, minimum 42” high, with openings less than 4” (CRC R312). Guardrails shall be designed and detailed for lateral forces according to CRC Table 301.5.
2.Provide deck lateral load connections at each end of the deck and at deck intersections per CRC R507.9.2. Specify connectors with a minimum allowable stress design capacity of 1,500lbs and install with 24” of the end of the deck. 750lb rated devices are allowed (DTT1Z as example) if located at 4 points along the deck.
3.Posts/columns shall be retrained at the bottom end to prevent lateral displacement; clearly show approved post bases, straps, etc. to achieve this per CRC R407.3.
4.Joists, girders, structural blocking and support posts shall be wood of natural resistance to decay or pressure-treated lumber when exposed to the weather. (CRC R317.1.3)
ELECTRICAL
1.No electrical panels in closets or bathrooms. Maintain a clearance of 36” inches in front of panels, 30” wide or width of equipment and 6’-6” high for headroom. (CEC 110.26)
2.Provide a minimum 3 lug intersystem bonding bus bar at the main electrical service. (CEC 250.94)
3.All automatic garage door openers that are installed in a residence shall have a battery backup function that is designed to operate when activated because of an electrical outage. (SB-969)
4.A concrete-encased electrode (ufer) consisting of 20’ of rebar or #4 copper wire placed in the bottom of a footing is required for all new construction. (CEC 250.52(A) (3)) Bond all metal gas and water pipes to ground. All ground clamps shall be accessible and of an approved type. (CEC 250.104)
5.All 15/20 ampere receptacles installed per CEC 210.52 shall be listed tamper-resistant receptacles. (CEC 406.12)
6.All branch circuits supplying 15/20 ampere outlets in family rooms, dining rooms, living rooms, parlors, libraries, dens, bedrooms, sunrooms, recreation rooms, closets, hallways, kitchens, laundry room or similar rooms/areas shall be protected by a listed combination type arc-fault circuit interrupter. (CEC 210.12)
7.Provide a minimum of one 20A circuit to be used for the laundry receptacle. (CEC 210.11(C)(2)) Provide a minimum of one 20A circuit for bathroom receptacle outlets. (CEC 210.11(C)(3)
8.Provide at least 1 outlet in basements, garages, laundry rooms, decks, balconies, porches and within 3’ of the outside of each bathroom basin. (CEC 210.52 (D), (F) & (G))
9.Furnaces installed in attics and crawl spaces shall have an access platform (catwalk in attics), light switch and receptacle in the space. Provide a service receptacle for the furnace. (CEC 210.63)
10.All dwellings must have one exterior outlet at the front and the back of the dwelling. (CEC 210.52(E))
11.Garage receptacles shall not serve outlets outside the garage. Exception: Garage circuit may serve readily accessible outdoor receptacle outlets. ((CEC 210.11 (C)(4)) A minimum of 1 receptacle shall be provided for each car space. (210.52(G) (1))
12.At least one wall switched lighting outlet or fixture shall be installed in every habitable room, bathroom, hallways, stairways, attached garages and detached garages with electrical power, equipment spaces (attics, basements, etc.). (CEC 210.70)
13.Kitchens, dining rooms, pantries, breakfast nooks, and similar areas must have a minimum of two 20A circuits. Kitchen, pantry, breakfast nooks, dining rooms, work surfaces and similar areas counter outlets must be installed in every counter space 12” inches or wider, not greater than 4’ o.c., within 24” inches of the end of any counter space and not higher than 20” above counter. (CEC 210.52 (C)) Island counter spaces shall have at least 1 receptacle outlet unless a range top or sink is installed than 2 receptacles may be required. 1 receptacle is required for peninsular counter spaces. Receptacles shall be located behind kitchen sinks if the counter area depth behind the sink is more than 12” for straight counters and 18” for corner installations. (CEC Figure 210.52(C)(1))
14.The main service disconnect shall have a a rating of not less than 100 amps. C.E.C. Article 230.79(C).
15.Receptacles shall be installed at 12’ o.c. maximum in walls starting at 6’ maximum from the wall end. Walls longer than two feet shall have a receptacle. Hallway walls longer than 10 ft. shall have a receptacle in hallways. (CEC 210.52(A))
16.Receptacles shall not be installed within or directly over a bathtub or shower stall. (CEC 406.9(C) Light pendants, ceiling fans, lighting tracks, etc. shall not be located within 3ft horizontally and 8ft vertically above a shower and/or bathtub threshold. (CEC 410.10(D))
17.All lighting/fan fixtures located in wet or damp locations shall be rated for the application. (CEC 410.10)
18.GFCI outlets are required: for all kitchen receptacles that are designed to serve countertop surfaces, dishwashers, bathrooms, in under-floor spaces or below grade level, in unfinished basements, crawl space lighting outlets, in exterior outlets, within 6’ of a laundry/utility/wet bar sinks, laundry areas, and in all garage outlets including outlets dedicated to a single device or garage door opener. (CEC 210.8)
19.Carbon-monoxide alarms shall be installed in dwelling units with fuel-burning appliances or with attached garages (CRC R315):
Outside of each separate sleeping area in the immediate vicinity of bedrooms
On every level of a dwelling unit including basements
20.Smoke alarms shall be installed (CRC (R314):
In each room used for sleeping purposes.
Outside of each separate sleeping area in the immediate vicinity of bedrooms.
In each story, including basements.
At the top of stairways between habitable floors where an intervening door or obstruction prevents smoke from reaching the smoke detector.
Shall not be installed within 20ft horizontally of cooking appliances and no closer than 3ft to mechanical registers, ceiling fans and bathroom doors with a bathtub or shower unless this would prevent placement of a smoke detector (314.3(4)).
All smoke and carbon-monoxide alarms shall be hardwired with a battery backup (smoke alarms shall have a 10-year sealed battery). (CRC R314.4 & R315.1.2)
Smoke detectors within 10 feet to 20 feet of the stove shall be ionization type with alarm silencing switch. CRC R314.3.3.
21.All 15/20 ampere receptacles in wet locations shall have in-use (bubble) covers installed. All receptacles in wet locations shall also be listed weather-resistant type. (CEC 406.9(B)(1))
PLUMBING
1.Underfloor cleanouts shall not be more than 5’ from an underfloor access, access door or trap door. (CPC 707.9)
2.ABS piping shall not be exposed to direct sunlight unless protected by water based synthetic latex paints. (CPC 312.13)
3.PVC piping shall not be exposed to direct sunlight unless protected by water based synthetic latex paint, .04” thick wrap or otherwise protected from UV degradation. (CPC 312.14)4.Underground water supply lines shall have a 14 awg blue tracer wire. (CPC 604.10.1)
5.The adjacent space next to showers without thresholds shall be considered a “wet location” when using the CRC, CBC, and the CEC. (CPC 408.5)
6.Shower compartments, regardless of shape, shall have a minimum finished interior of 1024 square inches (32” by 32”) and shall also be capable of encompassing a 30” circle. The required area and dimensions shall be measured at a height equal to the top of the threshold and shall be maintained to a point of not less than 70” above the shower drain outlet. (CPC 408.6) Provide curtain rod or door a minimum of 22” in width. (CPC 408.5) Showers and tubs with showers require a non- absorbent surface up to 6’ above the floor. (CRC R307.2) Minimum shower receptor slope is 1/8” per foot. (CPC 408.5)
7.Show location and size of the water heater on plans. Provide pressure relief valve with drain to outside for water heater. (CPC 504.6) Provide seismic strapping in the upper & lower third of the water heater a minimum of 4” above controls. (CPC 507.2) The water heater shall be of an instantaneous type or the following shall be provided (new construction only) (CEC 150(n)):
A 120V receptacles provided within 3ft
A category III or IV vent, or a straight (without bends) Type B vent
Condensate drain that is no more than 2 inches higher than the base of the water heater
Gas supply line with a minimum 200,000 Btu/hr dedicated capacity for the water heater
A dedicated 120/240, 3 wire circuit with 10AWG wire to a receptacle out- let within 3’ of the water heater. The unused conductor shall be electrically isolated and have a reserved circuit breaker space. Both ends of the conductor shall be labeled “spare” and be electrically isolated. A reserve single-pole circuit breaker space near this circuit labeled “Future 240V Use.” (CEC 150.0(n))
8.Domestic hot water lines shall be insulated. Insulation shall be the thickness of the pipe diameter up to 2” in size and minimum 2” thickness for pipes larger than 2” in diameter. (CPC 609.11)
9.Water heaters located in attics, ceiling assemblies and raised floor assemblies shall show a water-tight corrosion resistant minimum 1 ½” deep pan under the water heater with a minimum ¾ inch drain to the exterior of the building. (CPC 507.5)
10.Water closet shall be located in a space not less than 30” in width (15” on each side) and 24” minimum clearance in front. (CPC 402.5)
11.Indicate on the plans that the maximum hot water temperature discharging from a bathtub or whirlpool bathtub filler shall not exceed 120 degrees F. (CPC 408.3)
12.Provide anti-siphon valves on all hose bibs. (CPC 603.5.7)
13.Floor drains shall be provided with a trap primer. (CPC 1007)
14.Clearly label on the plans the maximum water flow rates per the (CGBSC 4.303.1):
Water Closets: 1.28gpf
Urinals: .125gpf
Kitchen Faucets: 1.8gpm @ 60psi
Lavatory Faucets: 1.2gpm @ 60psi
Showerheads: 1.8gpm
MECHANICAL
1.All newly installed gas fireplaces shall be direct vent and sealed-combustion type. (CMC 912.2)
2.Wood stove or pellet stove shall meet the U.S. EPA New Source Performance Standard emission limits or on the Butte County Air Quality Management District (BCAQMD) approved list and shall have a permanent label certifying emission limits.
3.Top chimney must extend a minimum of 2 ft. above any part of the building within 10 ft. (CMC 802.5.4)
4.Fireplaces shall have closable metal or glass doors, have combustion air intake drawn from the outside and have a readily accessible flue dampener control. Continuous burning pilot lights are prohibited. (CEC 150.0(e))
5.Provide combustion air for all gas fired appliances per CMC Chapter 7.
6.Gas vents passing through an insulated assembly shall have a metal insulation shield a minimum 2” above insulation. (CMC 509.6.2.7)
7.Gas water heater and furnace are not allowed in areas opening into bathrooms, closets or bedrooms unless installed in a closet equipped with a listed gasketed door assembly and a listed self-closing device with all combustion air obtained from the outdoors. (CPC 504)
8.Rooftop equipment on roofs with over 4/12 slope shall have a level 30”x30” working platform. (CMC 304.2)
9.Exhaust openings terminating to the outdoors shall be covered with a corrosion resistant screen ¼”-1/2” in opening size (not required for clothes dryers). (CMC 502.1)
10.Vent dryer to outside of building (not to under-floor area). Vent length shall be 14 ft. maximum. Shall terminate a minimum of 3’ from the property line and any opening into the building. (CMC 504.4.2)
11.Environmental Air Ducts shall not terminate less than 3’ to a property line, 10’ to a forced air inlet, 3’ to openings into the building and shall not discharge on to a public way. (CMC 502.2.1)
12.Provide minimum 100 square inches make-up air for clothes dryers installed in closets. (CMC 504.4.1(1))
13.Heating system is required to maintain 68 degrees at 3 ft. above floor level and 2ft from exterior walls in all habitable rooms. (CRC R303.10)
TITLE 24 ENERGY
1. ALL luminaires must be high efficacy (150.0(k)1A)
2. Luminaries recessed in insulated ceilings must meet five requirements (150.0(k)1C):
They must be rated for direct insulation contact (IC).
They must be certified as airtight (AT) construction.
They must have a sealed gasket or caulking between the housing and ceiling to prevent flow of heated or cooled air out of living areas and into the ceiling cavity.
Hardwired ballasts or drivers, allow ballast or driver maintenance and replacement to be readily accessible from below the ceiling without requiring cutting holes in ceiling.
They may not contain a screw base sockets
3. In bathrooms, garages, laundry rooms, and utility rooms, at least on luminaire in each of these spaces shall be controlled by a vacancy sensor or occupant sensor provided the occupant sensor is initially programmed like a vacancy sensor (manual-on operation). (150.0(k)2I)
4. Joint Appendix A (JA8) certified lamps shall be considered high efficacy. JA8 compliant light sources shall be controlled by a vacancy sensor or dimmer. (Exception:<70sf closets and hallway) (150.0(k)2K)
5. Under-cabinet lighting shall be switched separately from other lighting systems. (150.0(k)2L)
6.All exterior lighting shall be high efficacy, be controlled by a manual on/off switch and have one of the following controls (the manual switch shall not override the automatic control device): (150.0(k)3A)
Photo-control and motion sensor
Photo-control and automatic time switch control
Astronomical time clock control turning lights off during the day
7.All high efficacy light fixtures shall be certified as “high-efficacy” light fixtures by the California Energy Commission.
8.Contractor shall provide the homeowner with a luminaire schedule giving the lamps used in the luminaires installed. (10-103(b))
9.The number of blank electrical boxes more than 5 feet above the finished floor shall not be greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor, or fan speed control. (150(k)1B)
10.Provide a gasket/ insulation on all interior attic/under-floor accesses. (110.7)
11.Provide verification on the plans how the building will meet the minimum ventilation and acceptable indoor air quality requirements per ASHRAE Standard 62.2. Window operation is not a permissible method of providing the whole building ventilation airflow required. This is subject to HERS testing. The following label must be attached to the fan switch: “To maintain minimum levels of outside air ventilation required for good health, the fan control should be on at all times when the building is occupied, unless there is severe outdoor air contamination.” (California Energy Code 150.0(o)) A minimum 100 CFM indoor air quality fan is required in the kitchen and shall be HERS verified.
WILDLAND URBAN INTERFACE (WUI)
1.Exterior wall coverings shall be noncombustible, ignition resistant, heavy timber, log wall or fire resistive construction. (CRC R337.7)
2.Exterior wall coverings shall extend from the foundation to the roof and terminate at 2 inch nominal solid blocking between rafters and overhangs. (CRC R337.7.3.2)
3.Open/enclosed roof eaves and soffits, exterior porch ceilings, floor projections, underfloor areas and undersides of appendages to comply with ignition resistant construction requirements. (CRC R337.5-9)
4.Spaces created between roof coverings and roof decking shall be fire stopped by approved materials or have one layer of minimum 72lb mineral surfaced non-perforated cap sheet complying with ASTM D 3909. (CRC R337.5.2)
5.Where valley flashing is installed, the flashing shall be not less than 26 awg and installed over not less than one layer of minimum 72lb mineral surfaced non-perforated cap sheet complying with ASTM D 3909 and at least 36 inches wide running the full length. (CRC R337.5.3)
6.Attic gable and eaves above 12ft and under-floor ventilation shall be provided with fully covered metal wire mesh, vents, or other materials that have a minimum 1/16 inch and maximum 1/8 inch openings, non-combustible and corrosion resistant. All other eave vents shall be listed/approved to resist the intrusion of flame and burning embers. (CRC R337.6)
7.Indicate on plans exterior glazing shall have a minimum of one-tempered pane, glass block, have a fire resistive rating of 20 minutes or be tested to meet performance requirements of SFM Standard 12-7A-2. (CRC R337.8.2)
8.Operable skylights shall be protected by a noncombustible mesh screen 1/8” max openings (R337.8.2.2)
9.Exterior doors including garage doors shall be noncombustible, ignition resistant material, minimum 1 3/8 inch solid core, minimum 20-minute fire resistive rating or shall be tested to meet the performance requirements of SFM Standard 12-7A-1. (CRC R337.8.3)
10.Garage door perimeter gap maximum 1/8”. Metal flashing, jamb and header overlap, and weather-stripping meeting section requirements are permitted. (R337.8.4)
11.The walking surface material of decks, porches, balconies and stairs within 10ft of the building shall be ignition resistant material, exterior fire-retardant treated wood or noncombustible material. (CRC R337.9)
GREEN BUILDING
1. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site (CGBSC 4.106.2):
Retention basins of sufficient size shall be utilized to retain storm water on site
Where storm water is conveyed to a public drainage system, collection point, gutter, or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency.
2.All new residential construction with attached private garages shall have the following for electric vehicle (EV) charging stations (CGBSC 4.106.4):
Install a minimum 1-inch conduit capable of supplying a 208/240V branch circuit to a suitable box location for EV charging. The other end shall terminate to the main service and/or subpanel.
The main panel and/or subpanel shall be of sufficient size to install a 40-ampere dedicated branch circuit. The dedicated overcurrent protection space shall be labeled “EV CAPABLE”.
3.Multiple shower heads serving a single shower shall have a combined flow rate of 1.8 gpm or the shower shall be designed to allow only one shower outlet to be in operation at a time. (CGBSC 4.303.1.3.2)
4.A minimum of 65% of nonhazardous construction and demolition waste shall be reused or recycled. CGBC Section 4.408.1.
5.At time of final inspection, a building operation and maintenance manual, compact disc, etc. shall be provided containing the following: (CGBSC 4.410)
Directions that manual shall remain onsite for the life of the building
Operation and maintenance instructions for equipment, appliances, roof/yard drain- age, irrigation systems, etc.
Information from local utility, water and waste recovery providers
Public transportation and carpool options
Material regarding importance of keeping humidity levels between 30-60 percent
Information regarding routine maintenance procedures
State solar energy incentive program information
A copy of any required special inspection verifications that were required (if any)
6.The project shall meet minimum pollutant control requirements for adhesives, sealants, caulks, paints, carpet, resilient flooring systems, etc. (CGBSC 4.504)
7.Duct openings related to HVAC systems shall be covered with tape, plastic, sheet metal or other methods to reduce the amount of water, dust and debris which may enter the system. (CGBSC 4.504.1)
8.Provide a bathroom fan complying with the requirements of CGBC Section 4.506. Please add this note to the plans: The bathroom exhaust fan shall be controlled with humidistat control capable of adjustment between a relative humidity range of 50% to 80%, and shall be ENERGY STAR compliant.
2019 GENERAL NOTES SHEET
The general notes sheet is based on the 2019 California Building
Standard Codes. This is not an all-inclusive list of code requirements
specific to the project. Reference applicable sheets and specific areas
of the plans for locations of fixtures/equipment, structural
components, structural design criteria, building finishes and other
components specific to the project construction.
GENERAL NOTES
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBG-003DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellCAL GREENMANDATORYMEASURES3
0F 21 SHEETS
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBA-101DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy Bunnell1ST FLOOR PLAN4
0F 21 SHEETS
A
B
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D
(1) - #5
(1) - #5 (1) - #4
(1) - #4
#3 SINGLE LEG
@ 12" O.C.
MIN LINTEL
HEIGHT
24"
AMVIC 6" LINTEL SCHEDULE
LINTEL #BOTTOM
STEEL TOP STEEL STIRRUPS
12"
(1) - #4 18"(1) - #5
#3 SINGLE LEG @ 6"
O.C. FIRST 24" FROM
SUPPORT THEN 12" O.C.
(1) - #4 TO TOP OF WALL(1) - #5 STD #4 VERTS
@ 12" O.C.
#3 SINGLE LEG
@ 12" O.C.
5-0x5-04-0x3-0 5-0x5-0
3-0x6-8 3-0x6-8
5-0x5-05-0x5-05-0x5-05-0x5-03-0x6-83-0x4-63-0x4-6 3-0x4-6
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3-0x6-84-0x6-8 4-0x6-8
3-0x6-8
3-0x6-8
3-0x4-63-0x4-64-0x4-6 4-0x4-6 4-0x4-6
3-0x6-8 3-0x6-83-0x6-8
10-0x7-03-0x4-63-0x4-6 3-0x4-6
5-0x6-8
3-0x6-8 3-0x6-8
3-0x6-83-0x6-83-0x6-8
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18 123456789101112131415161718123456789101112131415161718RG
FFDW DW
70'-0"
13'-0"31'-0"25'-11"
16'-5"18'-7"11'-7"6'-8"11'-0"5'-9"100'-0"8'-9"79'-4"20'-8"25'-6"16'-4"16'-4"13'-10"17'-4"10'-7"70'-0"
17'-11"17'-1"20'-1"8'-6"6'-5"23'-4"8'-3"14'-0"23'-4"14'-7"16'-7"12'-1"
8'-0"
27'-0"20'-1"28'-1"23'-11"52'-0"31'-2"12'-0"10'-0"6'-0"17'-4"16'-4"16'-4"16'-4"16'-4"17'-4"<MARKERDRAWINGNUMBER_R><MARKERSHEETNUMBER_R>
(E) ELECTRICPANEL
(N) WINDOW
(N) SLIDING FIRE AND SMOKERATED DOOR(LAWRENCE DOORS OR EQUAL)
WALLS OF FORMER CLASSROOM 1TO BE REMOVED
D
D D D C C
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DDDD
A
ALL INTERIOR WALLS TO BE 2 X 4 DF #2 STUDS @ 16" O.C.W/ DBL 2 X 4 TOP PLATES & 2 X 4 PTDF SILL PLATE.ATTACH SILL PLATE TO SLAB W/ 1/2" ø GALV. TITEN BOLTS@ 48" O.C. W/ 2 1/2" MIN EMBED.
ALL INTERIOR WALLS TO BE 2 X 4 DF #2 STUDS @ 16" O.C.W/ DBL 2 X 4 TOP PLATES & 2 X 4 PTDF SILL PLATE.ATTACH SILL PLATE TO SLAB W/ 1/2" ø GALV. TITEN BOLTS@ 48" O.C. W/ 2 1/2" MIN EMBED.
1
1
1
1
AMVIC 6" CORE (11" OVERALL) ICF WALLW/ #4 REBAR @ 12" O.C. VERTICALLY& 18" O.C. HORIZONTALLY(TYP ALL NEW EXTERIOR WALLS)
AMVIC 6" CORE (11" OVERALL) ICF WALLW/ #4 REBAR @ 12" O.C. VERTICALLY& 18" O.C. HORIZONTALLY(TYP ALL NEW EXTERIOR WALLS)
4 X 4 DF #2 POSTW/ PCZ4 POST CAP& ABU44Z BASE MOUNTEDTO CONCRETE W/ 1/2" ø X 4" TITEN BOLT
S-502
5
S-502
1,2,3
S-502
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S-502
10
S-502
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S-502
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S-502
6,7,8
S-401
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S-503
1
18" SQUARE CONCRETE COLUMN @ROOF BEAM FRAME LINES.RUN HORIZONTAL WALL REBARCONTINUOUS THROUGH COLUMNS.
(E) STUDY
CLASSROOM 1(FORMER NURSERY)
(E) WOMEN (E) MENNURSERY
(FORMER ENTRY)
(E) SOUND ROOM/STORAGE
ENTRY
(FORMER STORAGE)
SEWING
STORAGE
(E) AUDITORIUM
(N) WOMEN
(N) MEN
(N) STORAGE
(N) KITCHENETTE
(N) CLASSROOM
(N) GYM
3.5" X 16" PSL 2.2E HEADERW/ 2- 2 X 4 TRIMMERS EACH END
4 X 8 DF #2 HEADER
4 X 8 DF #2 HEADER
4 X 8 DF #2 HEADER 4 X 8 DF #2 HEADER
4 X 4 DF #2 HEADER
4 X 4 DF #2 HEADER
X X
TYP ALL WINDOWS
TYP ALL DOORS
TYP ALL COLUMNS
BA-301
BA-301
AA-301
AA-301
BA-301
AA-301
AA-301
20'-0"
23'-6"
7'-8"
4 X 4 DF #2 HEADER
1
INTERIOR SHEAR WALL SCHEDULE
WALL #
3/8" OSB OR CDX PANEL INSTALLED ON ONE SIDE OF THE WALL
W/ 8d @ 6" EDGE AND 12" FIELD, BLOCKED ALL EDGES
ASSEMBLY
SCALE: 1/8" = 1'-0"
MAIN FLOOR
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBA-102DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy Bunnell2ND FLOOR PLAN5
0F 21 SHEETS
5-0x5-05-0x5-05-0x5-05-0x5-0
3-0x6-8 3-0x6-8
5-0x5-05-0x5-03-0x6-83-0x6-83-0x6-8 3-0x6-83-0x6-8
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18 12345678910111213141516171812345678910111213141516171816'-5"4'-4"9'-10"4'-5"18'-3"11'-0"5'-9"
70'-0"52'-0"41'-5"10'-7"89'-5"10'-7"100'-0"70'-0"
D D D D
B
D
B
S-503
1,2
S-503
6
S-503
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S-503
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OPEN TO BELOW
MEZZANINE
CLASSROOM CLASSROOM STORAGE
RESTROOM
SHOWER DRESSING
STORAGE
TYP ALL COLUMNS
TYP ALL EAVESAT ICF WALLS
AA-301
AA-301
BA-301
BA-301
A
B
C
D
(1) - #5
(1) - #5 (1) - #4
(1) - #4
#3 SINGLE LEG
@ 12" O.C.
MIN LINTEL
HEIGHT
24"
AMVIC 6" LINTEL SCHEDULE
LINTEL #BOTTOM
STEEL TOP STEEL STIRRUPS
12"
(1) - #4 18"(1) - #5
#3 SINGLE LEG @ 6"
O.C. FIRST 24" FROM
SUPPORT THEN 12" O.C.
(1) - #4 TO TOP OF WALL(1) - #5 STD #4 VERTS
@ 12" O.C.
#3 SINGLE LEG
@ 12" O.C.
SCALE: 1/8" = 1'-0"
2nd FLOOR
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBA-201DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellELEVATIONS6
0F 21 SHEETS
EXISTINGBUILDING
KINGSPAN KINGRIB
INSULATED ROOFPANELS
CLASS A COMPOSITIONSHINGLE ROOFING ORMETAL ROOFING
6
1218'-7"8'-9"3 COAT STUCCO OVER ICF WALL3 COAT STUCCO OVER ICF WALL
TOP OF SLAB
TOP OF WALL
TOP OF GABLEEND WALL
NEW CONSTRUCTION >< EXISTING BUILDING
12
3TYP
12
6
12
3
12
6
SCALE: 1/8" = 1'-0"
RIGHT (SOUTH EAST) ELEVATION
SCALE: 1/8" = 1'-0"
REAR (NORTH EAST) ELEVATION
SCALE: 1/8" = 1'-0"
LEFT (NORTH WEST) ELEVATION
SCALE: 1/8" = 1'-0"
FRONT (SOUTH WEST) ELEVATION
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBA-301DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellSECTIONS7
0F 21 SHEETS8'-0"1'-0"9'-11"18'-11"16'-1"2'-7"3" CLEAR COVER @ SIDES AND BOTTOM3"2"18'-8"72" SQUARE X 30" DEEP FOOTINGS @ CONCRETE COLUMNS
EMBED VERTICAL REBAR INTO FOOTING
24" AND TERMINATE W/ STANDARD HOOK
18" SQUARE CONCRETE COLUMN
PER DETAIL 1/S-503
BEAM TO COLUMN CONNECTION
PER DETAIL 2/S-503
EAVE STRUT TO ICF WALL CONNECTION
PER DETAIL 6/S-503
RIDGE CONNECTION
PER DETAIL 8/S-503
BOTTOM FLANGE BRACE CONNECTION
@ 15' 0.C. MAX
PER DETAIL 4/S-503
PURLIN TYP
KINGSPAN KINGRIB 3 INSULATED ROOFING PANEL
W21 X 62 BEAM
BEAM AND COLUMN ARE MIRRORED ABOUT RIDGE
PURLIN TO BEAM CONNECTION
PER DETAIL 3/S-503
12
3TYP
2" CLEAR COVER @ TOP TOP OF SLAB
TOP OF ICF WALL
TOP OF COLUMN
2 X 4 FRAMED STUD WALL
11" LVL OR LSL RIM BOARDON TOP OF STUD WALL
LSC STRINGER TO RIM BOARD
1 3/4" X 11 7/8" LVL 1.9ESTRINGERS. 4 TOTAL, 16" O.C. MAX
SCALE: 1/4" = 1'-0"
SECTION A
SCALE: 1/4" = 1'-0"
SECTION B
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBS-401DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellFOUNDATIONPLAN8
0F 21 SHEETS1'-0"3" (TYP)3" (TYP)
1'-9" PER PLAN
12" Ø X 12" HIGH
CIP PIER
FOOTING PER
PLAN
SIMPSON PBS44Z
4 X 4 PTDF POST25" MIN LAP3" MIN CLR FOOTING A
18" WIDE
18" EMBEDMENT
12" THICK
2- #4 REBAR AT
BOTTOM OF FOOTING
AMVIC ICF WALL
W/ #4 REBAR @ 16"
HORIZONTAL AND
18" VERTICAL (TYP)
#4 REBAR W/ 6"
HOOK @ 18" O.C.
(TYP)
XPS FOAM OR FELT
THERMAL BREAK
4" CONCRETE SLAB W/
#3 REBAR @ 24" O.C.E.W.
MIN 6 MIL VAPOR
BARRIER
MIN 4" COMPACTED
GRAVEL BASE
24"
FOOTING SCHEDULE
FOOTING #WIDTH LONGITUDINAL REBAR
(4)- #4A
B
DEPTH
(2)- #412"12"
18"
(1)- #4
LONGITUDINAL
2 X 4 PTDF SILL W/
1/2" X 3" TITEN
HD@ 48" O.C. MAX
AT INTERIOR
SHEAR WALLS.
2 X 4 @ 16" O.C.
#3 REBAR @ 24"
O.C.E.W.
4" CONCRETE SLAB
OVER MIN 6 MIL
MOISTURE BARRIER
OVER 4" GRAVEL
16-0x5-0
3-0x6-84-0x6-8 4-0x6-8
3-0x6-8 100'-0"68'-3"7'-7"24'-2"17'-4"16'-4"16'-4"16'-4"16'-4"17'-4"11'-9"15'-3"10'-11"10'-11"32'-11"
70'-0"
70'-0"
6'-4"53'-5"7'-6"2'-8"5'-3"14'-4"14'-4"18'-1"4'-0"1'-0"11'-0"8'-0"3'-6"1'-6"
27'-0"
8'-0"1'-0"9'-0"52'-0"3'-6"3'-6"3'-6"3'-6"
6'-0"1'-3"7'-7"1'-3"12'-0"
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
#5 VERTICAL TRIMBAR @ EACH SIDE OFDOOR OPENING(SEE 10/S502)
S-401
1
FOOTING A24" WIDE18" THICK18" EMBEDMENT
4" CONCRETE SLAB ONGRADE W/ #3 @ 18" O.C.E.W.OVER MOISTURE BARRIEROVER 4" OF CRUSHED ROCK
FOOTING A24" WIDE18" THICK18" EMBEDMENT
S-502
5
S-401
4
FOOTING A24" WIDE18" THICK18" EMBEDMENT
FOOTING A24" WIDE18" THICK18" EMBEDMENT
FOOTING A24" WIDE18" THICK18" EMBEDMENT
FOOTING A24" WIDE18" THICK18" EMBEDMENT
FOOTING A24" WIDE18" THICK18" EMBEDMENT
4" CONCRETE SLAB ONGRADE W/ #3 @ 18" O.C.E.W.OVER MOISTURE BARRIEROVER 4" OF CRUSHED ROCK
12" SQ X 12"THICK FTGW/ 2- #4 E.W.
72" SQ X 30"THICK FTGW/ 7- #5 E.W. @TOP OF FTG & 7-#5 E.W. @BOTTOM OF FTG(TYP FOR 10)
FOOTING B12" WIDE12" THICK12" EMBEDMENT
FOOTING B12" WIDE12" THICK12" EMBEDMENT
FOOTING A24" WIDE18" THICK18" EMBEDMENT
FOOTING B12" WIDE12" THICK12" EMBEDMENT
FOOTING B12" WIDE12" THICK12" EMBEDMENT
FOOTING B12" WIDE12" THICK12" EMBEDMENT
FOOTING B12" WIDE12" THICK12" EMBEDMENT
FOOTING B12" WIDE12" THICK12" EMBEDMENT
FOOTING B12" WIDE12" THICK12" EMBEDMENT
S-502
10
S-502
6,7,8
S-401
3
S-502
10
S-401
2
S-503
1
24" SQUARE FTG. 12" DEEP W/ 3-#4 E.W., TYP OF 2.
36" SQUARE FTG. 12" DEEP W/ 5-#4 E.W.
36" SQUARE FTG. 12" DEEPW/ 4-#4 E.W., TYP OF 2.36" SQUARE FTG. 12" DEEPW/ 4-#4 E.W., TYP OF 2.
36" SQUARE FTG. 24" DEEPW/ 4-#4 E.W. AT TOP AND BOTTOM,TYP OF 2.
36" SQUARE FTG. 24" DEEPW/ 4-#4 E.W. AT TOP AND BOTTOM,TYP OF 2.
24" SQUARE FTG. 12" DEEP W/ 3-#4 E.W., TYP OF 3.
HSS 4" X 4" X 3/16" STEEL POSTW/ 4- 5/8" X 12" AB'SPER DETAIL 9/S-503 TYP U.N.O.18" WIDE X 12" THICK STRIP FOOTING AT BASE OF STAIRSW/ 3-#4 LONGITUDINAL BARS.ANCHORS PER STAIR MANUFACTURERS SPECIFICATIONS.
21" SQUARE FTG. 12" DEEPW/ 3-#4 E.W., TYP OF 2.
21" SQUARE FTG. 12" DEEPW/ 3-#4 E.W., TYP OF 2.
CBSQ POST BASETYP @ ALL EXTERIOR PORCHPOSTS
CBSQ POST BASETYP @ ALL EXTERIOR PORCHPOSTS
CBSQ POST BASETYP @ ALL EXTERIOR PORCHPOSTS
CBSQ POST BASETYP @ ALL EXTERIOR PORCHPOSTS
TYP ALLCORNERS
TYP ALL DOORS
TYP ALL DOORS
TYP ALL PIERS
TYP ALL COLUMNS
BA-301
AA-301
AA-301
BA-301
LANDING @BOTTOM OFSTAIRS LANDING @DOOR LANDING @DOOR
SCALE: 3/4" = 1'-0"
3 TYPICAL PIER DETAIL
SCALE: 1/2" = 1'-0"
1 TYPICAL FOUNDATION AT SLAB DETAIL
SCALE: 3/4" = 1'-0"
2 INTERIOR FOOTING DETAIL
FOUNDATION PLAN (1)
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBS-402DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy Bunnell2ND FLOORFRAMING PLAN9
0F 21 SHEETS3-0x6-85-0x5-06-0x6-810-0x7-06-0x6-83-0x4-63-0x4-64-0x4-6 4-0x4-6 4-0x4-6
3-0x6-8 3-0x6-83-0x6-8
3-0x4-63-0x4-6 3-0x4-6
5-0x6-8
3-0x6-8 3-0x6-8
3-0x6-83-0x6-83-0x6-8
4-0x4-6
3-0x6-84-0x6-8
3-0x6-8
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18 1234567891011121314151617181234567891011121314151617184 X 4 DF #2 POSTW/ PCZ4 POST CAP& ABU44Z BASE MOUNTEDTO CONCRETE W/ 1/2" ø X 4" TITEN BOLT
3.5" X 11 7/8" PSL 1.8E FLUSH BEAM
1 3/4" X 11 7/8" LVL 1.8E RIMBOARD
3.5" X 11 7/8" PSL 1.8E FLUSH BEAM
1 3/4" X 11 7/8" LVL 1.9E STRINGERS@ 16" O.C. MAX1 3/4" X 11 7/8" LVL 1.9E STRINGERS@ 16" O.C. MAX1 3/4" X 11 7/8" LVL 1.9E STRINGERS@ 16" O.C. MAX1 3/4" X 11 7/8" LVL 1.9E STRINGERS@ 16" O.C. MAX
1 3/4" X 117/8"LVL1.8E LEDGER TO ICF WALL.USE ICFVL & ICFVL-CW FROM LEDGER TO ICF WALLSPACED @ 48" ON THIS WALL LINE.
1 3/4" X 117/8"LVL1.8E LEDGER TO ICF WALL.USE ICFVL & ICFVL-CW FROM LEDGER TO ICF WALL
SPACED @ 36" ON THIS WALL LINE.
ITS1.81/11.88 HANGER ON LEDGER & FLUSH BEAMS(TYP EACH END OF EACH TJI 110 JOIST)
ITS3.56/11.88 HANGER ON LEDGER(TYP EACH TJI 560 JOIST)
3/4" T & G OSB OR CDX W/ 8d NAILS @ 6" O.C. EDGES & 12" FIELD
S-402
1
S-402
1
PREFAB STEEL STAIRS ANDCONCRETE TREADS BY MANUFACTURER
ATTACH PREFAB STAIRS TO RETURN BEAMPER MANUFACTURER
HSS 6 X 4 X 1/4 RETURN BEAMFOR STAIR CONNECTION DETAIL 11/S-503
HSS 6 X 4 X 1/4 STEEL BEAM
L3 X 3 X 5/16" LEDGER TO CONCRETEW/ 5/8" X 8" (MIN 4" EMBEDMENT) HDGAB'S @ 48" O.C.
PER LEDGER CONNECTION DETAIL 10/S-503
HSS 4 X 4 X 3/16 STEEL POSTTYP OF 3PER DETAIL 9/S-503
ASC 2WH-36 X 22 GA COMPOSITE METAL DECKW/ 4"O.C. NW 3500 PSI CONCRETEW/ 6 X 6 W 1.4 GALV WIRE MESH IN UPPER SLAB.ATTACH DECK TO BEAM ANDLEDGER USING ASC 36/4 PATTERN WITH EITHER PUDDLE WELDS OR #12 GALV TEK SCREWS
3.5" X 16" PSL 2.2E HEADERW/ 2- 2 X 4 TRIMMERS EACH END
4 X 8 DF #2 HEADER
4 X 8 DF #2 HEADER
4 X 8 DF #2 HEADER 4 X 8 DF #2 HEADER
4 X 4 DF #2 HEADER
11 7 /8 " TJI 560 @ 16 " O .C .11 7/8" TJI 110 @ 19.2" O.C.BA-301
BA-301
AA-301
AA-301
4 X 4 DF #2 HEADER4"4"12"7 1/2"10"
FINISH DECKING (EXTERIOR) OR
SUBFLOOR MATERIAL (INTERIOR)
4 X 8 PTDF JOIST (EXTERIOR)
OR LVL RIMBOARD (INTERIOR)
SIMPSON LSU26 HANGER
(NOTCH STRINGER FOR HANGER)
(4)-1 3/4" X 11 7/8" LVL 1.9E
STRINGERS
1- SIMPSON A-35 @ EACH STRINGER TO SILL
6-1/4" X 3 1/4" TAPCONS
EACH 2 X 6 PTDF SILL
7 3/4 " MAX RISE
10" MIN RUN
SCALE: 1/8" = 1'-0"
FLOOR FRAME PLAN
SCALE: 3/4" = 1'-0"
1 STAIR DETAIL
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBS-403DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellROOF FRAMINGPLAN10
0F 21 SHEETS
5-0x5-05-0x5-0
6-0x6-83-0x6-85-0x6-8
3-0x6-8
3-0x4-63-0x4-61
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18 1234567891011121314151617181234567891011121314151617183:12 SLOPE3:12 SLOPE2'-0"CANTILEVER
2'-0"OVERHANG1'-0"11'-0"8'-0"EAVE STRUT PER DETAIL 6/S-503
KINGSPAN KING RIB 3, 6" THICK,SCREW TO EAVE STRUT W/ (4) 1/4" -14 SCREWS (2 EACH VALLEY)AND TO EACH PURLIN @ HIGH RIBS
S-503
1,2
S-503
6
S-503
5
S-503
7
S-503
3,4
S-503
8
2 X 6 DF #2 RAFTERS @ 24" O.C.
W/ H3 @ BEAM. HANGER ON LEDGERW/ U26 HANGERS USING SD9 SCREWS
6 X 6 DF#2 POST W/ BC6 TO POST(TYP OF 2)
6 X 8 DF#1 BEAM
FULL HEIGHT BLOCKING BETWEEN BEAMS
2 X 6 DF #1 LEDGERW/ 5/8" ø X 10" (MIN 6" EMBED) HDGAB@ 36" O.C. @ MIDHEIGHT OF LEDGER2 X 8 DF #2 RAFTERS @ 24" O.C.
W/ H3 @ BEAM. HANGER ON LEDGERW/ U26 HANGERS USING SD9 SCREWS
6 X 6 DF#2 POST W/ BC6 TO POST(TYP OF 3)
6 X 8 DF#1 BEAM
FULL HEIGHT BLOCKING BETWEEN BEAMS
2 X 8 DF #1 LEDGERW/ 5/8" ø X 10" (MIN 6" EMBED) HDGAB@ 24" O.C., STAGGER TOP TO BOTTOMW/ 2" EDGE CLEARANCE OF LEDGER
15/32 OSB ORIENTED AS SHOWN
W/ 8d @ 6" O.C. EDGES AND 12" FIELD
6 X 6 DF#2 POST W/ BC6 TO POST(TYP OF 2)
6 X 8 DF#1 BEAM
FULL HEIGHT BLOCKING BETWEEN BEAMS
15/32 OSB ORIENTED AS SHOWNW/ 8d @ 6" O.C. EDGES AND 12" FIELD
6 X 6 DF#2 POST W/ CCQ TO POST(TYP OF 4)
FULL HEIGHT BLOCKING BETWEEN BEAMS
15/32 OSB ORIENTED AS SHOWNW/ 8d @ 6" O.C. EDGES AND 12" FIELD
6 X 8 DF#1 BEAM
6 X 8 DF#1 BEAM
6 X 8 DF#1 BEAM
MANUFACTURED TRUSSES @ 24" O.C.W/ SIMPSON H3'S TO BEAM AT EACH END OF TRUSS
MANUFACTURED TRUSSES @ 24" O.C.W/ SIMPSON H3'S TO BEAM AT EACH END OF EVERY OTHER TRUSS
HUC68 W/ TITEN 2
SCREWS TO CONCRETE
HUC68 W/ TITEN 2SCREWS TO CONCRETE4 X 6 DF #2 POST IN WOOD WALL UNDER BEAMW/ 2 X 4 EACH SIDE OF BEAM FOR POCKET
OVERBUILD TRUSSES BY TRUSS MANUFACTURER
COMP OR METAL ROOFING
6 X 8 DF#1 BEAM
GABLE OVERHANG BRACKET SPACED @ 5'-0" O.CSTARTING AT EAVE EDGE OF WALLPER OVERHANG BRACKET DETAIL 7/S-503
15/32 OSB ORIENTED AS SHOWNW/ 8d @ 6" O.C. EDGES AND 12" FIELD
PURLIN TO ICF GABLE END WALLPER OVERHANG BRACKET DETAIL 5/S-503
8 ZS 2 .75 X 085
PURLIN
S
@ 5 ' O .C . (TYP )8 ZS 2 .75 X 085
PURLIN
S
@ 5 ' O .C . (TYP )
W21 X 62STEEL BEAM
W21 X 62STEEL BEAM
W21 X 62STEEL BEAM
W21 X 62STEEL BEAM
W21 X 62STEEL BEAMRIDGE TYP ALL COLUMNS
TYP ALL EAVESAT ICF WALLS
SCALE: 1/8" = 1'-0"
ROOF FRAME PLAN
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBS-501DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellSTRUCTURALNOTES11
0F 21 SHEETS
CONCRETE
1. STRUCTURAL CONCRETE SHALL ATTAIN 28 DAY COMPRESSIVE STRENGTH AS REQUIRED
IN THIS SCHEDULE:
2. CONCRETE MIX DESIGNS SHALL BE PREPARED BY A READY MIX COMPANY.
3. CEMENT SHALL CONFORM TO ASTM C-150 TYPE I OR II.
4. CONCRETE AGGREGATES SHAL CONFORN TO ASTM C-33 FOR NORMAL WEIGHT
CONCRETE.
5. NON-SHRINK GROUT OR DRYPACK SHALL CONSIST OF A PREMIXED NONMETALLIC
FORMULA.
6. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60 FOR #4 AND LARGER,
AND ASTM A-615 GRADE 40 FOR #3 AND SMALLER.
7. REINFORCING STEEL SHALL BE FABRICATED ACCORDING TO "MANUAL OF STANDARD
PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION".
6. DIMENSIONS IN THE FOLLOWING SCHEDULE ARE SHOWN FOR LOCATION OF REINFORCING
TO THE FACE OF MAIN BARS AND DENOTE CLEAR COVERAGE REQUIRED.
7. PROVIDE HOOKS AT ENDS OF ALL REINFORCING AT ENDS, CORNERS AND INTERSECTIONS
UNLESS NOTED OTHERWISE. ALL HOOKS SHALL BE STANDARD HOOKS UNLESS OTHERWISE
SHOWN OR NOTED.
8. REMOVE ALL DEBRIS FROM FORMS BEFORE CASTING ANY CONCRETE.
9. REINFORCING DOWLES, ANCHORS, SLEEVER, ETC., TO BE EMBEDDED IN CONCRETE
SHALL BE SECURELY POSITIONED BEFORE PLACING CONCRETE.
10. ANCHOR BOLTS CAST IN CONCRETE SHALL BE J-BOLTS WITH CUT THREADS
CONFORMING TO ASTM A307, ASTM A36, OR ASTM A572 GR.50 AS INDICATED ON PLANS
11. WALLS SHALL BE CAST IN HORIZONTAL LAYERS OF 4'-0" MAX DEPTH.
12. DOWEL ALL VERTICAL REINFORCING IN WALLS AND COLUMNS FROM FOUNDATION WITH
THE SAME SIZE BAR.
13. CONSOLIDATE CONCRETE PLACED IN FORMS BY MECHANICAL VIBRATING EQUIPMENT
SUPPLEMENTED BY HAND-SPADING, RODDING OR TAMPING. USE EQUIPMENT AND
PROCEDURES FOR CONSOLIDATION OF CONCRETEIN ACCORDANCE WITH THE
RECOMMENDED PRACTICESOF ACI 309 TO SUIT THE TYPE OF CONCETE AND PROJECT
CONDITIONS.
14. PROVIDE 2- #5 X 4'-0" DIAGONAL REINFORCING AT MID-DEPTH OF SLAB AT ALL
RE=ENTRANT CORNERS (TYPICAL)
15. ALL SAW CUTTING SHALL BE DONE AFTER INITIAL SET HAS OCCURRED TO AVOID TEARING
OR DAMAGE BY THE SAW BLADE, BUT BEFORE INITIAL SHRINKAGE HAS OCCURRED.
16. PROVIDE LAP SPLICES PER THE FOLLOWING SCHEDULE. THIS SCHEDULE APPLIES TO
UNCOATED, GRADE 60 REINFORCING STEEL AND NORMAL WEIGHT CONCRETE W/ fc"= 3000
PSI.
LOCATION f'c @ 28 DAYS MAX AGGREGATE SIZE
SLABS ON GRADE/ FOOTINGS 2500 PSI 1"
SLABS OVER PAN DECK 3000 PSI 1"1"
SLABS OVER AMDECK 3000 PSI 1"1"
ICF WALLS 3000 PSI 3/8"
LOCATION MIN COVERAGE
CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS)3"
2"CONCRETE EXPOSED TO GROUND BUT PLACED IN FORMS
2"CONCRETE EXPOSED TO GROUND (TOP BARS CLEARANCE TO TOP UNO)
TIED COLUMNS (MAIN BARS)2"
BEAMS (TOP BARS)1 1/2"
2"
WALLS (EXTERIOR FACE)
3/4"
SLABS (ON FORMS (AMDECK OR PAN DECK))
2"
1 1/2"
BEAMS (ALL OTHER REINFORCING)
WALLS (INTERIOR FACE)
3/4"
SLABS (ON GROUND (CLEARANCE FROM TOP UNO))
REINFORCEMENT LOCATION #3
TOP 28"
OTHER
#4 #5
37"47"
22"29"36"
#6
GENERAL NOTES
1. THE INTENT OF THESE DRAWINGS IS TO SHOW ALL NECESSARY ITEMS TO COMPLETE
THIS STRUCTURE. TYPICAL DETAILS AND NOTES WITHIN THESE DRAWINGS APPLY TO
SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE. ALL WORK AND CONSTRUCTION SHALL
COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS, AND SAFETY
REGULATIONS. FOR ITEMS, METHODS, AND/ OR MATERIALS NOT SHOWN, THE MINIMUM
REQUIREMENTS OF THE CURRENT (2019) CALIFORNIA BUILDING CODE, CALIFORNIA
MECHANICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA ELECTRICAL CODE, 2019
CRC, CGBSC AND ENERGY CODE, ASCE7-16, ACI318-14, AND ALL OTHER LOCAL STATE AND
MUNICIPAL CODES AND ORDINANCES SHALL GOVERN.
2. THE CONTRACTOR SHALL COMPLY WITH ALL SAFETY REGULATIONS.
3. THE CONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY AND DEFEND THE OWNER,
DESIGNER, ENGINEER, AND HIS CONSULTANTS, AND EACH OF THEIR OFFICERS AND
EMPLOYEES FROM ALL LIABILITY CLAIMS, LOSSES, OR DAMAGES ARISING OR SAID TO ARISE
FROM THE PERFORMANCE OF WORK DESCRIBED HEREIN.
4. WHILE EVERY ATTEMPT HAS BEEN MADE TO AVOID MISTAKES IN THE PREPARATION OF
THESE PLANS, THE MAKER CANNOT GUARANTEE AGAINST HUMAN ERROR, THEREFORE, THE
DIMENSIONS AND SPECIFICATIONS OF THESE PLANS SHALL BE VERIFIED BY THE OWNER/
CONTRACTOR PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, AND ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER AND/OR THE
ENGINEER OF RECORD.
5. THESE PLANS HAVE BEEN DRAWN TO COMPLY WITH THE CLIENTS SPECIFICATIONS, AND
ANY CHANGES MADE TO THEM AFTER PRINTS ARE MADE SHALL BE DONE AT THE CLIENTS
EXPENSE.
6. SHOULD AN ERROR APPEAR IN THE WORKING DETAILS OR SPECIFICATIONS OR IN WORK
DONE BY OTHERS AFFECTING THIS WORK, THE CONTRACTOR SHALL NOTIFY THE DESIGNER
AND/OR THE ENGINEER OF RECORD AT ONCE AND IN WRITING. IF THE CONTRACTOR
PROCEEDS WITH THE WORK SO AFFECTED WITHOUT HAVING GIVEN SUCH WRITTEN NOTICE
AND WITHOUT RECEIVING THE NECESSARY APPROVAL, DECISION OR INSTRUCTIONS IN
WRITING FROM THE OWNER, THEN HE SHALL HAVE NO VALID CLAIM AGAINST THE OWNER
FOR THE COST OF SO PROCEEDING.
7. THE CONTRACTOR SHALL NOTIFY THE DESIGNER AND/OR ENGINEER OF RECORD WHERE
A CONFLICT OR DISCREPANCY OCCURS BETWEEN THE STRUCTURAL DRAWINGS AND ANY
OTHER PORTION OF THE CONTRACT DOCUMENTS OR EXISTING FIELD CONDITIONS. IN CASE
OF A CONFLICT BETWEEN STRUCTURAL DRAWINGS AND SPECIFICATIONS THE MORE
RESTRICTIVE CONDITION SHALL TAKE PRECEDENCE UNLESS WRITTEN APPROVAL HAS BEEN
GIVEN FOR THE LEAST RESTRICTIVE.
8. ANY SUBSTITUTIONS FOR STRUCTURAL MEMBERS, HARDWARE, OR DETAILS SHALL BE
REVIEWED BY THE DESIGNER AND THE STRUCTURAL ENGINEER PRIOR TO PROCEEDING.
SUCH REVIEW WILL BE ON A TIME AND MATERIAL BASIS TO THE GENERAL CONTRACTOR
WITH NO GUARANTEE THAT THE SUBSTITUTION WILL BE ALLOWED.
9. DO NOT SCALE DRAWINGS. CONTACT THE DESIGNER OR ENGINEER OF RECORD FOR
ANY DIMENSIONS NOT SHOWN.
10. FIRE, VANDALISM, AND THEFT INSURANCE ARE TO BE PROVIDED BY OWNER. PUBLIC
LIABILITY AND WORKER'S COMPENSATION INSURANCE, IF APPLICABLE, ARE TO BE PROVIDED
BY CONTRACTOR.
11. THE JOB SHALL BE LEFT BROOM CLEAN, WITH WINDOWS AND FIXTURES WASHED, AND
ALL DEBRIS REMOVED BY CONTRACTOR.
12. THE CONTRACTOR SHALL GIVE THE DESIGNER 48 HOURS NOTICE MINIMUM WHEN SITE
OBSERVATIONS ARE NECESSARY.
13. ANY AND ALL SURVEY AND SITE ENGINEERING WORK REQUIRED IN CONNECTION WITH
THIS PROJECT SHALL BE BY SEPERATE CONTRACT BETWEEN OWNER / CONTRACTOR AND
SURVEYOR OR ENGINEER OF CHOICE.
14. WHEN DISCREPANCIES ARISE BETWEEN ENGINEERING SPECIFICATIONS AND
ARCHITECTURAL SPECIFICATIONS, THE ENGINEERS SPECIFICATIONS SHALL GOVERN.
15. THESE PLANS, SPECIFICATIONS, DETAILS, AND DESIGNS ARE THE SOLE PROPERTY OF
RANDY W. BUNNELL CO. CONSTRUCTION IS LIMITED TO A ONE TIME USE ON THE PROPERTY
NAMED HEREIN. THESE PAGES MAY NOT BE DISPLAYED, COPIED, OR USED IN ANY WAY
WITHOUT THE EXPRESS WRITTEN PERMISSION OF RANDY W. BUNNELL CO.
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBS-502DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellICF WALLSTRUCTURALDETAILS12
0F 21 SHEETS
18" MIN EMBEDMENT
#4 REBAR AT TOP AND
BOTTOM OF FOOTING
#4 REBAR AT TOP AND
BOTTOM OF FOOTING
STEP FOUNDATION TO
MEET GRADE
STEP FOUNDATION TO
MEET GRADE
GRADE
AMVIC ICF
BLOCKS
VERTICAL REBAR @ 18" O.C.
OR AS REQUIRED FOR
RETAINING WALL (SEE
SCHEDULE ON FOUNDATION
PLAN SHEET S4.1)
3
1
4
2
EMBED 12" INTO FOOTING
OR 24" INTO WALL BELOW
1
2
3
4
OPENING OPENING
AT ALL WINDOW AND DOOR OPENINGS
PLACE 1- #5 REBAR AT TOP, BOTTOM AND
SIDES OF OPENINGS. EXTEND REBAR 24"
BEYOND THE OPENING.
24"
24"
24"
24"
1 1/2" CLR (TYP)SINGLE #5 REBAR HORIZONTAL AT TOP
OF OPENING (AKA LINTLE BOTTOM STEEL)
1
SINGLE #5 REBAR VERTICALLY AT EACH
SIDE OF OPENING
2
SINGLE TOP LINTLE STEEL (SEE LINTLE
SCHEDULE FOR SIZE AND QUANTITY)
3
#3 STIRRUPS (SEE LINTLE SCHEDULE FOR
SIZE, SPACING, AND PLACEMENT)
4 11"2 1/2"6"2 1/2"1'-0"1'-0"6"11"2 1/2"6"2 1/2"2 1/2"6"2 1/2"1 1/2" MIN1 1/2" MIN11"
6"2 1/2"1 1/2" MIN2 1/2"1 1/2" MIN11"6"9" VYCOR FLASHING
Amvic ICF WALL
Amvic ICF WALL
WINDOW FLANGE
WINDOW FLANGE
BUCK MATERIAL
MDF SILL
APRON
BUCK
MATERIAL
EXTERIOR DOOR
HARDIPLANK SIDING
INTERIOR DRYWALL
SILL EXTENSION
COMBO SILL
EXTERIOR DOOR
RABETED JAMB
LP "SMARTRIM"
EXTENSION
LP "SMARTRIM"
Amvic ICF WALL
9" VYCOR FLASHING
INTERIOR DRYWALL
STUCCO
HORIZONTAL REBAR @ 16" O.C.
#4 VERTICAL REBAR @ 18" O.C.
(1) #5 HORIZONTAL REBAR
TRIMBAR UNDER EACH SILL
#4 VERTICAL REBAR @ 18" O.C.
INTERIOR DRYWALL
(1)- #5 VERTICAL
REBAR TRIM BAR
#4 VERTICAL
REBAR @ 12" O.C.#4 HORIZONTAL
REBAR @ 16" O.C.
AMVIC ICF WALL
AMVIC WEBS @ 6" O.C.
25" MIN LAP
#4 VERTICAL
REBAR @ 18" O.C.
#4 (60 KSI)
OR
#5 (40 KSI)
HORIZONTAL
REBAR @ 16" O.C.
AMVIC ICF WALL
AMVIC WEBS @ 6" O.C.
25" MIN LAP
Amvic ICF WALL
STIRRUPS SIZED AND SPACED
PER LINTEL SCHEDULE
(ALTERNATE STIRRUP HOOKS
TO BOTTOM STEEL IF
APPLICABLE)
LINTEL TOP STEEL
QUANITY & SIZE PER LINTEL SCHEDULE
LINTEL BOTTOM STEEL
QUANITY & SIZE PER LINTEL SCHEDULE
WINDOW FLANGE
9" VYCOR FLASHING
FOAM BUCK
CONCRETE
STEMWALL
EPS OR XPS
THERMAL BREAK
CONCRETE SLAB
FINISH FLOOR
Amvic ICF WALL
STIRRUPS SIZED AND SPACED
PER LINTEL SCHEDULE
(ALTERNATE STIRRUP HOOKS
TO BOTTOM STEEL IF
APPLICABLE)
LINTEL TOP STEEL
QUANITY & SIZE PER LINTEL SCHEDULE
LINTEL BOTTOM STEEL
QUANITY & SIZE PER LINTEL SCHEDULE
FOAM BUCK
JAMB HEAD
DOOR
(1)- #5 VERTICAL
REBAR TRIM BAR
BUCK
MATERIAL
..
.
.
1 WINDOW LINTEL DETAIL
6 DOOR LINTEL DETAIL
10 OPENING REINFORCEMENT DETAIL
2 WINDOW SILL DETAIL 3 WINDOW JAMB DETAIL 5 ICF CORNER REINFORCEMENT DETAIL
7 DOOR SILL DETAIL 8 DOOR JAMB DETAIL
4 ICF TEE REINFORCEMENT DETAIL
9 STEPPED FOOTING DETAILLINTEL HEIGHTPERSCHEDULE.
.
.STIRRUPHEIGHT PERSCHEDULE.
.LINTEL HEIGHTPERSCHEDULESTIRRUPHEIGHT PERSCHEDULE24"
NOT APPLICABLE TO THIS PROJECT
NOT APPLICABLE TO THIS PROJECT
.
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBS-503DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellSTEELSTRUCTURALDETAILS13
0F 21 SHEETS1'-6"SQUARE1 1/2" CLR1 1/2" CLR
(12) #8 VERTICAL BARS
EVENLY SPACED
#4 HOOPS @ 6" O.C.
#4 VERTICAL BARS
@ 12" O.C
AMVIC ICF WALL
CAST IN PLACE CONCRETE
COLUMN SPACED PER PLAN
RUN HORIZONTAL #4
REBAR AT 16" O.C.
CONTINUOUS FROM ICF
WALL THRU COLUMN
4 1/2"SPACING
1'-6"SQ COLUMN
PL 1/2" END PLATE
PL 1/2" PLATE STIFFENERS
EACH SIDE IN LINE WITH COLUMN
W21 X 62 PAB6 X 30" EMBED
(TYP OF 4 @ EACH COLUMN)
PAB6 X 30" EMBED
(TYP OF 4 @ EACH COLUMN)
(12) #8 VERTICAL BARS PER COLUMN
SPACED PER DETAIL 1 S-503
#4 HOOPS @ 6" O.C.
ANGLE TOP HOOP
WEDGE WASHERS (TYP)WEDGE WASHERS (TYP)
1 1/2" CLEAR BEAM TO TOP HOOP
D PLATED PLATE
W21 X 62
PAB6 X 30" EMBED
(TYP OF 4 @ EACH COLUMN)
1/4
4 1/2"SPACING
SIDE VIEW
END VIEW
2'MAX
KINGSPAN KINGRIB 3
ICF WALL
(2) 1/4" ø SCREWS PER VALLEY
& (1) 1/4" ø SCREW PER EACH RIB
(2) 1/4" ø SCREWS PER VALLEY
& (1) 1/4" ø SCREW PER EACH RIB
(2) 1/4" ø SCREWS PER VALLEY
& (1) 1/4" ø SCREW PER EACH RIB
HSS 3 X 2 X 1/8
(4) 3/8" ø X 2" EMBED TITEN HD(4) 3/8" ø X 2" EMBED TITEN HD
PL 1/8
PL 1/4
D PLATE1/8
1"6"1"1 1/2"4 1/2"1"2'-6"2'-6"1 1/2"1 1/2"1 1/2"
W21 X 62
(4) 5/16" ø A307 BOLTS (2) 5/16" ø A307 BOLTS@ ENDS OF LAP, (TYP)
LAP PURLINS 5'-0" @ BEAM
OR RUN PURLIN CONTINUOUS
OVER TOP OF BEAM D PLATE
PL 7 x 8 x 1/4 PLATETO BEAM AT 5'-0"FOR PURLINSUPPORT 1/8
1"2"8ZS 2.75 X 085 PURLIN @ 5'-0" O.C.
3/8" ø A307 BOLT
L 2 X 2 X 1/4
W21 X 62
3- #12 TEK SCREWS3- #12 TEK SCREWS3- #12 TEK SCREWS
PL 1/4 X 4 X 4
D PLATE2"1"45°
1/8
1"
2"2"1 1/2"4"1 1/2"7"4"7"
1 1/2"4"1 1/2"1 1/2"4"1 1/2"(4) 3/8" ø x 2.5" EMBED TITEN HD
(2) 1/2" ø A307(2) 1/2" ø A307
9/16" ø HOLES
7/16" ø HOLES
ICF GABLE
D PLATED PLATE
PURLIN
P 7 X 7 X 1/4"
P 7 X 4 X 1/4"
1/81/8
L
L
KINGSPAN KINGRIB 3
(2) 1/4" ø SCREWS PER VALLEY
& (1) 1/4" ø SCREW PER EACH RIB
3/8" ø X 2 1/2" EMBED TITEN
@ 18" O.C.
EAVE STRUT
ICF WALL
MATCH 3:12 ROOF PITCH
12
3
2 1/2"
2 1/2"
6"
1"
1"
14 GAUGEEAVE STRUT
1'-0"
2"8"2"2'-4"2"2'-0"2"3 1/2"1'-9"3 1/2"W21 X 62
PL 1 1/2" X 12" X 28"
D PLATE
D PLATE
MATING PLATE
P 1/8" STIFFENER PLATEIN LINE W/ WEB
P 1/8" STIFFENER PLATEIN LINE W/ WEB
P 1 1/2" X 12" X 28" MATING PLATES
D PLATE D PLATE
1 5/16" ø HOLES FOR1 1/4" ø A325(N) BOLTS(TYP FOR FOUR)
KINGSPAN KING RIB 3 ROOFING
5/16
1/4
1/4STIFFENER TO BEAM(TYP)
L
L
L
5/16BEAM TO PLATE(TYP)1 1/2"3"2"1 1/2"3"1 1/2"
P 1/4" X 6" X 6.5"
0
7 /16" ø HOLES
HSS 3 X 2 X 1/8"
1/8"
L
HSS 6 X 4X 1/4" BEAM
HSS 4 X 4X 3/16" BEAM
P 1/8" COVER PLATE @ END OF BEAMP 1/8" COVER PLATE @ END OF BEAM
P 10 X 10 X 1/4"BASEPLATE
#Hotlink and Element ID#Hotlink and Element ID
#Hotlink and Element ID
L
L
1/8"3/16"
3/16"
1 1/2"7"1 1/2"1 1/2"7"1 1/2"0
3/4" ø HOLES FOR5/8" ø X 12" HDGAB'S
P 1/4" X 10" X 10"
HSS 4 X 4 X 3/16"
3/16"
L
4"MIN
ICF WALL
3" ø HOLE IN ICF WALL @BOLTSO THAT CONCRETE CAN FILL
BEHIND LEDGER. CENTER BOLT IN HOLE.
ASC METAL PAN DECK
CONCRETE DECK
ATTACH DECK TO HORIZONTAL LEGOF LEDGER USING 36/4 PATTERN
L 3 X 3 X 5/16 LEDGER
DOUBLE NUT
5/8" ø HDGAB @ 48" O.C.
PLACED AT CENTERLINE OFVERTICAL LEG OF LEDGER
1 1/2"7"1 1/2"1 1/2"9"1 1/2"0
3/4" ø HOLES FOR
5/8" ø X 12" HDGAB'S
P 1/4" X 12" X 10"
HSS 6 X 4 X 1/4"
1/4"
L
4"MIN
ICF WALL
5/8" ø HDGAB.USE EITHER AB'SOR F1554 GR 36 THREADED ROD
SET IN SIMPSON SET-3G EPOXY
CUT AWAY FOAM AT PLATE
RETURN DECK BEAMMAIN DECK BEAM
0 01/4"1/4"
1 COLUMN SECTION DETAIL SCALE: 1/2"=1'-0" 2 BEAM TO COLUMN DETAIL SCALE: 3/8"=1'-0" 3 PURLIN TO BEAM DETAIL @ LAPS SCALE: 3/4"=1'-0" 4 BOTTOM FLANGE BRACE DETAIL SCALE: 3/4"=1'-0" 5 PURLIN TO ICF GABLE END DETAIL SCALE: 3/4"=1'-0"
6 EAVE STRUT DETAIL SCALE: 3/4"=1'-0" 7 GABLE OVERHANG DETAIL SCALE: 3/4"=1'-0" 8 RIDGE DETAIL SCALE: 1/2"=1'-0" 9 STEEL POST DETAIL SCALE: 3/4"=1'-0" 10 DECK LEDGER DETAIL SCALE: 3/4"=1'-0"
11 DECK RETURN BEAM DETAIL SCALE: 3/4"=1'-0"
10/26/2022, 8:45:27 AM
CONSULTANTS
REVISED BY:CHK'D BY: RWBM-601DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellPLUMBING PLAN14
0F 21 SHEETS
5-0x5-04-0x3-0 5-0x5-0 5-0x5-05-0x5-05-0x5-05-0x5-0
3-0x6-8 3-0x6-83-0x6-8 3-0x6-8
5-0x5-05-0x5-05-0x5-05-0x5-05-0x5-03-0x6-83-0x4-63-0x4-6 3-0x4-6
6-0x6-85-0x5-06-0x6-810-0x7-03-0x6-86-0x6-816-0x5-0
3-0x6-84-0x6-8 4-0x6-8
3-0x6-8
3-0x6-8
3-0x4-63-0x4-64-0x4-6 4-0x4-6 4-0x4-6
3-0x6-8 3-0x6-83-0x6-8
10-0x7-03-0x4-63-0x4-6 3-0x4-6
5-0x6-8
3-0x6-8 3-0x6-8
3-0x6-83-0x6-83-0x6-8
3-0x6-8
4-0x4-6
3-0x6-84-0x6-8
3-0x6-8
4-0x6-8
5-0x5-04-0x3-0 5-0x5-0 5-0x5-05-0x5-05-0x5-05-0x5-0
3-0x6-8 3-0x6-83-0x6-8 3-0x6-8
5-0x5-05-0x5-05-0x5-05-0x5-05-0x5-03-0x6-83-0x4-63-0x4-6 3-0x4-6
6-0x6-85-0x5-06-0x6-810-0x7-03-0x6-86-0x6-83-0x6-85-0x6-8
3-0x6-8 3-0x6-83-0x6-8
3-0x6-8
4-0x4-6
1
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3
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18 123456789101112131415161718123456789101112131415161718RG
FFDW DW
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18 123456789101112131415161718123456789101112131415161718PLUMBING PLAN (1)PLUMBING NOTES:
SHOWERS:
1. ALL SHOWER COMPARTMENTS (REGARDLESS OF SHAPE) SHALL HAVE A MINIMUM INTERIOR FLOOR AREA OF 1,024 SQUARE INCHES AND
BE CAPABLE OF ENCOMPASSING A 30" CIRCLE. THE FINISHED FLOOR OF THE RECEPTOR SHALL SLOPE UNIFORMLY FROM THE SIDES
TOWARD THE DRAIN NOT LESS THAN 1/4" PER FOOT NOR MORE THAN 1/2" PER FOOT.
2. SHOWER DOORS SHALL BE SIZED TO MAINTAIN NOT LESS THAN A 22" UNOBSTRUCTED OPENING IN THE OPEN POSITION.
3. SHOWERS AND TUB/ SHOWER COMBINATIONS ARE TO BE PROVIDED WITH A PRESSURE BALANCE OR THERMOSTATIC MIXING VALVECONTROL WHICH LIMITS THE TEMPERATURE OF THE WATER DISCHARGED TO 120° F.
4. SHOWERS AND TUB/SHOWER COMBINATION WALLS ARE TO HAVE A SMOOTH, HARD, NON ABSORBENT SURFACE OVER AN APPROVED
MOISTURE RESISTANT UNDERLAYMENT TO A HEIGHT OF 72" MINIMUM ABOVE THE DRAIN INLET.
PIPING:
1. ALL PLASTIC PIPING AND FITTINGS, OTHER THAN THOSE USED FOR GAS, SHALL CONFORM WITH THE REQUIREMENTS OF THE NATIONALSANITATION FOUNDATION 61.
2. ALL PIPE, TUBE, FITTINGS, SOLVENT, CEMENT, THREAD SEALANT, SOLDER AND FLUX USED IN THE POTABLE WATER SYSTEMS INTENDED
TO SUPPLY DRINKING WATER SHALL CONFORM WITH THE REQUIREMENTS OF THE NATIONAL SANITATION FOUNDATION 61.
3. UNDERFLOOR CLEANOUTS SHALL NOT BE MORE THAN 5 FEET FROM AND UNDERFLOOR ACCESS, ACCESS DOOR OR TRAP DOOR.
(CPC707.9)
4. ABS PIPING SHALL NOT BE EXPOSED TO DIRECT SUNLIGHT UNLESS PROTECTED BY WATER BASED SYNTHETIC LATEX PAINT.
(CPC312.13)
5. PVC PIPING SHALL NOT BE EXPOSED TO DIRECT SUNLIGHT UNLESS PROTECTED BY WATER BASED SYNTHETIC LATEX PAINT, .04" THICK
WRAP OR OTHERWISE PROTECTED FROM UV DEGRADITION. (CPC312.14)
6. DOMESTIC HOT WATER LINES SHALL BE INSULATED. INSULATION SHALL BE THE THICKNESS OF THE PIPE DIAMETER UP TO 2" IN SIZE.
(CPC 609-11)
7. PROVIDE ANTI-SIPHON VALVES ON ALL HOSE BIBS. (CPC 603.5.7)
FLOW RATES:
1. THE MAIXIMUM FLOW RATES SHALL BE: (CGBSC 4.303.1)
° WATER CLOSETS: 1.28 gpf
° URINALS: .125 gpf
° KITCHEN FAUCETS: 1.8 gpm @ 60 psi
° LAVATORY FAUCETS: 1.2 gpm @ 60 psi
° SHOWER HEADS 2 gpm
CONSULTANTS
REVISED BY:CHK'D BY: RWBM-602DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellELECTRICALPLAN15
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18 123456789101112131415161718123456789101112131415161718220220AC CONDENSOR
AC CONDENSOR DISCONNECT
AC CONDENSOR
200 AMPELECTRICAL SUBPANEL
UFER GROUND LOCATIONPROJECTED TO SERVICE
PANEL LOCATION
DUCTLESS MINI SPLITHVAC
DUCTLESS MINI SPLITHVAC
DUCTLESS MINI SPLITHVACDUCTLESS MINI SPLITHVAC
HVAC REGISTER
GFCI outlets are required: for all kitchen receptacles that aredesigned to serve countertop surfaces, dishwashers,bathrooms, in under-floor spaces or below grade level, inunfinished basements, crawl space lighting outlets, in exterioroutlets, within 6’ of a laundry/utility/wet bar sinks, laundryareas, and in all garage outlets including outlets dedicated to asingle device or garage door opener. (CEC 210.8)
Work surfaces and similar areas counter outlets must beinstalled in every counter space 12” inches or wider, notgreater than 4’ o.c., within 24” inches of the end of anycounter space and not higher than 20” above counter.(CEC 210.52 (C))
SEWINGSTORAGE
(N) WOMEN
(N) MEN
(N) STORAGE
(N) KITCHEN
(N) CLASSROOM
(N) GYM
ELECTRICAL PLAN
CONSULTANTS
REVISED BY:CHK'D BY: RWBDRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellM-2.1MECHANICALPLAN LOWERFLOOR16
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CONSULTANTS
REVISED BY:CHK'D BY: RWBM-2.2DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellMECHANICALPLAN UPPERFLOOR17
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CONSULTANTS
REVISED BY:CHK'D BY: RWBDRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellT-24.118
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CONSULTANTS
REVISED BY:CHK'D BY: RWBDRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellT-24.219
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CONSULTANTS
REVISED BY:CHK'D BY: RWBDRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellT-24.320
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CONSULTANTS
REVISED BY:CHK'D BY: RWBP-701DRAWN BY:CHK'D BY:REVISED BY:SIGNED BY:COPYRIGHT:DATE:DATE:DATE:DATE:DATE:DATE:DATE: 7/11/20 RWB 3/606/2175 LOS VERJELES ROADBANGOR, CALIF 95914MARANATHA FELLOWSHIPAPN: 028-260-070-000SCL#330645Residential Design and Building ServicesSPECIALIST IN ICF CONSTRUCTION530-277-447414314 Wrangell Ct.Penn Valley, CA 95946BunnellCowww.bunnellco.comA PROPOSED ADDITION FORALL CONSTRUCTION AND PROCEEDURES SHALL COMPLYWITH THE 2019 CBC, CRC, CMC, CEC, CPC, CENC, CGBSC,CHAPTER 7A OF THE 2016 CALIFORNIA BUILDING CODEWILDLAND URBAN INTERFACE (WUI) BUILDING STANDARDSAS WELL AS APPLICABLE LOCAL ORDINANCES.ALL MATERIALS USED SHALL COMPLY WITH CRC SECTIONR337 REQUIREMENTS FOR EXPOSURE TO WILDFIRERandy BunnellSITE PLAN21
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NE
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SW EL
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S E ELEVNW ELEV
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+/- 150'
WELL
(E) LEACHFIELD
(E) SEPTICTANK
CREEK
(E)PARKING 720'530'
478'617301
'
16'
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RD
.40'SITE PLAN