HomeMy WebLinkAboutB16-1644 017-300-028d
This Project shall comply with the 2013 California Building Code (CBC),
2013 California Residential Code (CRC), 2013 California Fire Code and the
2013 California Green Building Standards Code.
a. Decking material in accordance with 2013
CRC Section R327.9.
b. Ignition resistant or non-combustible eaves and
soffits in accordance with 2013 CRC Section
R327.7.5.
C. Fire resistive exterior doors in accordance with
2013 CRC Section R327.8.
d. Ignition resistant or non-combustible exterior
porch ceilings in accordance with 2013 CRC
Section R327.7.6.
PROJECT DESCRIPTION:
(P) Proposed:
• Remove aged existing decking
• Installation of 24'x 18' (Center) + 16'8" x 3' +
15'6" x 4' (Sides) Deck on the rear side of this
existing Residential SFD.
BUTTE
COUNTY
JUL 2 S 2016
UEVS"MEN
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SITE MAP SCALE: 1" = 40
Proposed Deck Installation to Existing Residence
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PERMIT
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE _ _.BY_
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11 �I1
APN:
017-300-028 1.19 ac.
Site:
217 Eagle Nest Drive
Chico, CA 95928
Owner:
Linda B. Barker
Contact:
De Ann Marinello
Redline Installations, Inc.
(530) 891-6719, Ext. 216
deann@redlineinstall.com
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PERMIT
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE COMPLIANCE
DATE _ _.BY_
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11 �I1
1
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PER PLAN
PIER SECTION
217 EAGLE NEST DRIVE
rplrny CALIFORNIA
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17�300�028
GENERAL CONDITIONS:
1-1 All work shall be in conformance with the 2013 CBC and applicable Municipal, State, Federal, 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 thiis 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 notiify 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 The Builder is responsible for preventing water infiltration through the deck. The owner is responsible for maintaining all systems
designed to prevent moisture from entering the deck.
FOUNDATION / SITE WORK:
2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not shovwn on these plans. The
foundation is designed to be placed on a level pad on undisturbed and non–expansive soil, The Builder sholl notify the Engineer in
writing if any unusual soil conditions such as organic soils, clay, or uncertified fills are found at the site:.
2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. All excavations shall conform with
2013 CBC 1804. Footings shall extend into firm native soil with a footing depth below 12" min. U.O.N.
2-3 The bottom of all footings shall be' clean and level.
2-4 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet.
2-5 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.
CONCRETE:
3-1 All concrete shall have a minimum f'c = 2,500 psi after 28 days curing unless otherwise noted.
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.
N.T.S. ' (E) N.T.S. 3-3 All cement used shall conform to ASTM C-150-04 and shall be Type II or Type III low alkali.
3-4 - 'Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACCI .code and CBC `:Section 1904. `
3-5 Calcium chloride admixtures or chloride–based admixtures shall not be used.
FRAMING/LUMBER:
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 Log 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 nominal bolt diameter.
6-4 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed.
6-5 All framing anchors, clips, strops, hangers 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 Ihot–dip galvanized steel meeting
ASTM A153-03,
6-9 2x solid blocking shall be provided over all bearing supports.
6-10 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 of 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 & 6x Beams and Posts . . . . . . . . . . . #1 Grade
All sheathing with face grain perpendicular to framing, stagger panels and nail with 8d at 6"/12 o. c. U.0,N,
1 (E) RESIDENCE
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SHEET INDEX
SHEET DESCRIPTION
T-1 COVER SHEET, FLOOR PLAN, ELEVATIONS, SECTION
CODE ANALYSIS
APPLICABLE CODE: 2013 C.R.B.C. , 2013 C.G.B.C.,
2013 C.F.C., 2013 C.E.C.
BUILDING USE: DECK
TOTAL SQ. FT. 535
DEFERRED SUBMITTAL
UTTE
1.
FLOOR FRAMING AND
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(E) STUDS PER PLAN
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SHEATHING PER PLAN
7 6 5 4 3
1 2.
(E) JOISTS PER PLAN.
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SOLID FULL DEPTH 2X
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FLASHING PER BUILDER.
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TILE PER BUILDER.
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GIRDER PER PLAN
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WATER PROOF MEMBRANE.
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POST CAP PER PLAN
6.
4" PLYWOOD DECKING NAIL 8d
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TOE -NAIL POST TO BLOCK
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UNDISTURBED SOIL
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FOOTING PER PLAN
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BUTTE COUNTY
REVIEWED FOR
WRITTEN PERMISSION.
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CODE COMPLIANCE
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DATE
REVISIONS
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GENERAL CONDITIONS:
1-1 All work shall be in conformance with the 2013 CBC and applicable Municipal, State, Federal, 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 thiis 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 notiify 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 The Builder is responsible for preventing water infiltration through the deck. The owner is responsible for maintaining all systems
designed to prevent moisture from entering the deck.
FOUNDATION / SITE WORK:
2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not shovwn on these plans. The
foundation is designed to be placed on a level pad on undisturbed and non–expansive soil, The Builder sholl notify the Engineer in
writing if any unusual soil conditions such as organic soils, clay, or uncertified fills are found at the site:.
2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. All excavations shall conform with
2013 CBC 1804. Footings shall extend into firm native soil with a footing depth below 12" min. U.O.N.
2-3 The bottom of all footings shall be' clean and level.
2-4 All finished grade shall slope at a minimum slope of 2% away from all foundations a minimum of 10 feet.
2-5 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.
CONCRETE:
3-1 All concrete shall have a minimum f'c = 2,500 psi after 28 days curing unless otherwise noted.
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.
N.T.S. ' (E) N.T.S. 3-3 All cement used shall conform to ASTM C-150-04 and shall be Type II or Type III low alkali.
3-4 - 'Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the ACCI .code and CBC `:Section 1904. `
3-5 Calcium chloride admixtures or chloride–based admixtures shall not be used.
FRAMING/LUMBER:
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 Log 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 nominal bolt diameter.
6-4 Structural members shall not be cut for pipes, etc. unless specifically noted or detailed.
6-5 All framing anchors, clips, strops, hangers 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 Ihot–dip galvanized steel meeting
ASTM A153-03,
6-9 2x solid blocking shall be provided over all bearing supports.
6-10 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 of 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 & 6x Beams and Posts . . . . . . . . . . . #1 Grade
All sheathing with face grain perpendicular to framing, stagger panels and nail with 8d at 6"/12 o. c. U.0,N,
1 (E) RESIDENCE
(_ _ I- _ -1 f _ _I ° (- -
L�_J I 4x8 D.F.#1 I – – –L I
(E) RESIDENCE
LL I (E) RESIDENCE
DBL. 2x6 w
a 2 DBL. 2x6
�a
24"x24"x18" THK - n
SHEET INDEX
SHEET DESCRIPTION
T-1 COVER SHEET, FLOOR PLAN, ELEVATIONS, SECTION
CODE ANALYSIS
APPLICABLE CODE: 2013 C.R.B.C. , 2013 C.G.B.C.,
2013 C.F.C., 2013 C.E.C.
BUILDING USE: DECK
TOTAL SQ. FT. 535
DEFERRED SUBMITTAL
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EXCLUSIVE PROPERTY BE STREAMLINE ENGINEERING.
THIS SHEET SHALL NOT BE REPRODUCED WITHOUT
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DEVELOPMENT
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EXCLUSIVE PROPERTY BE STREAMLINE ENGINEERING.
THIS SHEET SHALL NOT BE REPRODUCED WITHOUT
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REVIEWED FOR
WRITTEN PERMISSION.
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CODE COMPLIANCE
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2x6 D.F. #2 @ 16" O.C.
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DATE
REVISIONS
2x6 D.F. #2 @ 16" O.G.
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TYP 2x6 D.F. #2 @ 16" Q.C. SEAT CUT
TYP.
INTO HANGERS @ TOP & BOTTOM
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NOTES:
STREAMLINE
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1. PROVIDE A 42" HIGH RAILING: GUARDRAIL
ENGINEERING, INC.
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REQUIRE VERTICALS SPACED TO PREVENT
DESIGN:
JP
PASSAGE OFA 4" SPHERE.
JEFF RICHELIEU, R.C.E. 53,590
2x6 RIM
60 INDEPENDENCE CIR. STE 201
CHECKED:
JMR
CHICO, CALIFORNIA 95973
(0) 530-892-1100
DATE:
1/18/16(F)
1 -6
6-10
6-10
6-10 1 -6'
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530-892-1115
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EMAIL: JEFFSTREAMLINE@SBCGLOBAL.NET
SCALE:
SHOWN
23,_6"
BUILDER / OWNER
JOB NO.
2236
LARRY MARPLE
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217 EAGLE NEST DRIVE
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CHICO, CALIFORNIA 95926
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FLOOR P LAN / FOUNDATION P LAN 1/4,, = 1'-0"
530-624-2153
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