HomeMy WebLinkAboutB15-2612 030-500-026SHEET INDEX
SHEET DESCRIPTION
A-1 COVER SHEET, FLOOR PLAN, ELEVATIONS, SECTION
GARAGE PLANS FOR S-1 STRUCTURAL NOTES & DETAILS, FOUNDATION, ROOF
CODE ANALYSIS
APPLICABLE CODE: 2013 C.R.B.C., 2013 C.F.C.,2013 C.E.C.
VA; 72 It 1AHi GER BUILDING USE: GARAGE
OCCUPANCY CLASS: U
FLOOR AREA SQ. FT. 484
NUMBER OF STORIES: 1
22 ORCHARDCREST TYPE OF CONSTRUCTION: V -B
FIRE SPRINKLERS: NOT REQUIRED
OROVILLE, CALIFORNIA DEFERRED SUBMITTAL
DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE
REVIEWED BY STREAMLINE ENGINEERING PRIOR TO SUBMITTAL.
STREAMLINE SHALL SUBMIT A LETTER INDICATING THEY HAVE
REVIEWED AND ARE IN GENERAL CONFORMANCE WITH THE
AP# 030�500�026�000 DESIGN OF THE BUILDING. NO DEFERRED SUBMITTALS ARE
PLANNED AT THIS TIME.
SPECIAL INSPECTION
NOT REQUIRED
103
108 10 ELEVATION KEYNOTES
7 7i7i!77 71 T 101. CEMENTITIOUS LAP SIDING (APPROVED BY OWNER) FIRE
111111 111111 IIITII IIITII 111111 111THI 111 11 111111 IIITII IIITII 111111 IIITII IIIITII 111111 IIITII 11 IIITII IIITII 111111 111111 111111 IIITII IiITII 111111 11IT11 111111 IIIT 1 111111 111111 IIITII 111111 111111
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IIITII 111111 IIITII 111111 111111 111111 111111 IIITII IIITII 111111 IIITII 111111 IIITII IIITII IIITII H [111 1 111111 111111 IIITII IIITII IIITII IIITII IIIJ 11 1111 11 IIITII 11IT11 111 11 IIITII IIITII IIITII IIITII 1111 RESISTIVE.
FIT, 102. HARDIE TRIM (APPROVED BY OWNER) FIRE RESISTIVE
J_Y 'l 1 -i 1 12 12I IIITII 111111 IIITII IIITII IIITII Illill 111111 111111 111111 Mill IIITII 111111 111111 111111 111111 Hill 111111 111111 IIITII 111111 111111 111111 IIITII 111111 111111 111111 111 p u'.! --------------
111111 111111 IIITII IIITII IIITII IIITII IIITII IIITII IIITII IIITII 111111 IIITII IIITIl 1111 11111 111111 IIITII 111111 IIITII IIITII IIITII 111111 111111 IIITII 111111 111111 111111 111111 111111 H[111 1 6 F 103. COMPOSITION SHINGLES CLASS A (APPROVED BY OWNER)
P �1'11_ i I! 1�i TLI 11!J Lij ---- - ---- -----
11 IIIfII 111111 IIITII 111111 111111 IIITII 11 1 111111 111111 111111 1111111 IIITII IIITII 11 111111 Illill 111111 111111 IIITII 111111 1111 1111`11 111111 111111 111111 111111 111111 111111 111111 -1 -1 11 _141
104. WINDOWS SHALL BE DOUBLE PANE WITH ONE TEMPERED
[-A!
111111 11 it 11 11 if 11 111111 111111 11 if 11 11 if 11 11 If 11 11 It 11 111111 111111 111111 11 ITII 11 IT 11 1111 11 111111 1 111111 11 it 11 11 IT 11 111111 111111 111111 111111 111111 111111 11 ITII 111111 111111 111111 111111 111111 111 --- -------
_1 J_�I_I1 11 If 11 111111 111111 111111 11 IT 11 111111 JITT 11 11 IT 11 111111 11 IT 11 11 IT 11 111111 1111 11 111111 111111 11111 11 11 IT 11 11 it 11 111 111 111111 111111 1111 GLASS TYPICAL.
11 IIITI1 111111 IIITII 111111 IIITII IIITII IIITII IIITII IIITI1 111111 IIITII IIITI1 IIHII IIITI1 11111 11 111111 111111 111 111 11111111111111 Illyl 111111 111111 111111 111111 11111111111 111 -------- ----____ --------_---- --- 105. NON-COMBUSTIBLE GUTTERS AND DOWN SPOUTS WITH
103 LL11 1-]jL!J 1-111 LU
MEANS TO PREVENT LEAVES IN GUTTER TYPICAL.
11 Jill
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ITT M Jim JITT
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IIII II 111111 11 I� dllyi� II 1111 11 HIT ITi I 11'F 106.1 8" THICK SOLID CORE DOOR. DOOR ASSEMBLIES SHALL
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- — — — — — — — COMPLY WITH 2013 CBC TYPICAL.
107. VULCAN GABLE VENT WITH MESH AND LOUVEREQ
(APPROVED BY OWNER).
------101 101 108. BARGE BOARD TYPICAL.
-- - ---------------- . ...... 109. EXISTING HOME
------- --- --
--- — -------- ------
102 -------
102
---- ------ ... . ... ..... . - ------- ---- --- - ------ - - ------ ------ --
- --- ----------- ----- ----------
- ---------------_- ------
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109 1066 109
ELEVATION NOTES
LEFT ELEVATION 1/4" = 11-00'1
RIGHT ELEVATION 1/4" =1'-0" FRONT ELEVATION 1/4' 1 FLASH AND COUNTERFLASH BETWEEN ROOFING AND
KEYNOTES VERTICAL SURFACES, INCLUDING PLASTER.
2. PROVIDE FLASHING AT ALL EXTERIOR OPENINGS EXPOSED TO
WEATHER. CAULKING IS NOT FLASHING.
401. ROOF TRUSSES DESIGN AND DETAILS BY MANUFACTURER. 3. OWNER AND BUILDER SHALL VERIFY ALL WINDOW AND DOOR
ALL TRUSS DIMENSIONS SHALL BE APPROVED BY OWNER. SIZES PRIOR TO CONSTRUCTION.
402. COMPOSITION SHINGLES CLASS A (APPROVED BY OWNER). BUM 4. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING; MIN. OF
ALL COMPOSITION SHINGLE DETAILS SHALL BE GOVERNED BY Complete construction Post Debris Recovery COUNTY 5% FOR A DISTANCE OF 10'.
THE MANUFACTURER. final report and V.O.C. documentation and
'2
403.'-" O.S.B. ROOF SHEATING. (APA RATED SHEATING) M INDEX submit to Building Division prior to final JUN 2 12016
NAIL WITH 8d AT 6" O.C. EDGES 12" FIELD, hiiildinv, in-nprttinn
404. EXTERIOR RATED PLWOOD @ EAVES TYPICAL. 22'-0" DEVELOPMENT ELEVATION LEGEND
405.2x SOLID BLOCKING NAIL PLYWOOD TO BLOCKING WITH 8d SERVICES
6" O.C. TYPICAL.. REMOVE BLOCKING @ 6'-0" O.0 FOR EAVE COMPLY WITH CALIFORNIA ELECTRICAL
VENTS. DO NOT REMOVE BLOCKING IF HOUSE IS LOCATED IN CODE -for wiring methods- secure PLATE HEIGHT
THE WILDLAND -URBAN INTERFACE FIRE AREAS. UNLESS 01 Aim 2,1
APPROVED BY THE BUILDING DEPARTMENT. conductors and conduit per all applicable
406. J" GYPSUM BOARD. requirements as required by the 2013 CEC for
407.58 GYPSUM BOARD OR i" CEILING BOARD. the specific method of wiring yl 01(1r�p @ KEYNOTE NUMBER
2
408. WEATHER RESISTIVE BARRIER. EXISTING HOME WITH 1 -HOUR WALL
409. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING; MIN.
OF 5% FOR A DISTANCE OF 10'. GENERAL NOTES
410.FIRE RESISTIVE GUTTER TYPICAL.
401 411. SLAB PER FOUNDATION PLAN. PROVIDE SEPARATE GROUNDING CONDUCTOR 1-1 All work on this project shall conform to the 2013 CRBC, (Title
FROM MAIN ELECTRICAL SERVICE PANEL TO EFFENCINCY LIGHTING (perm. Installed 24), & any other applicable state, county and/or city codes &
403 402 REMOTE STRUCTURES AND REMOTE luminaries): Section 150 ordinances.
SUBPANELS. CEC ART. 250.32 (D) OUTDOOR LIGHTING ATTACHED TO BUILDING:"
1-2 Written dimensions shall be used. Do not scale drawings.
- High efficacy OR controlled by motion sensor 1-3 The contractor shall verify site conditions & shall bring any
w/manual- on/automatic off switch AND photo control 0 problems to the attention of Streamline Engineering prior to
co GFI construction.
405 The 2013 CBC, CMC, CPC, CEC, CFC,I u, 1-4 In the event features of the construction are not shown on the
404 drawings or called for in the notes, then their construction shall be
CGBC and 2013 California Energy of the same character as similar conditions that are shown.
Standards as amended by the jurisdiction 1-5 Drawings represent finished structure. They do not indicate the
(VERIFY) apply to this project G EFFENCINCY 1MGHT]ING (perm. histviled method of construction U.O.N.
luminaries): Section 150 1-6 It is the owners/contractors responsibility to verify that the project
40 t GARAGE GARAGE, SHOP, STORAGE BLDG, LIMMITED AG conforms with CC&R's of the subdivision.
1-7 Construction shall be of the highest quality workmanship. All
B - BLDG A . AND EXTERIOR- High efficacy OR manual -on connections shall be as specified herein oras per the 2013
406 aCID
CRBC.
U) — — — — — — — 1-9 Streamline Engineering assumes no responsibility for any
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ce)0 X changes, errors, omissions or deviations by the owner or
Cl) contractor.
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1-10 The owner is advised that these drawings are the only medium
A
YAA available to express the Intent of Streamline Engineering & cannot
be assumed to be all inclusive in that regard.
CEILT 1-11 No painting or finishing shall be started until the surfaces to be
409 painted and finished is in proper condition in every respect.
1-12 Wood surfaces shall be sanded and dusted clean. Putty all nail
holes, cracks, etc.. afterfirst prime coat.
1-13 All flashing shall be 24 gage galvanized sheet metal U.O.N. Prime
& paint to match adjacent construction.
1-14 Flash & counter -flash at all roof/wall connections.
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07.1 APO DUE 1 1-15 Provide galvanized flashing at all wood/concrete connections.
G
1, 1-16 Flash all roof & wall intersections, pipes, vents, etc.. with 24 gage
G.S.M. copper, or other approved flexible flashing material where
occurs.
3 1/2" x 117/8" VERSA LAM W1 DBL. TRIMMERS
22'-0" NOTES 16' GARAGE DOOR
1. CONTRACTOR WILL VERIFY ANY AND ALL STEPS IN FOOTING
See attached- Minimum erosion control and AND FOUNDATION AS REQUIRED BY EXISTING FINISH GRADE.
sediment controls for projects disturbing less 2. ROOFING: ROOFING WORKMANSHIP, INSTALLATION AND
MATERIALS SHALL BE IN ACCORDANCE WITH ALL OF THE
than one acre LATEST ADOPTED LOCAL AND STATE BUILDING CODES AND
ORDINANCES AS VERIFIED
22'-0" I'ERMIT #
BUTTE COUNTY DEVELOPMENT SERVICES
LEGENDREVIEWED FOrr-',' FLOOR PLAN LEGEND
PLATE HEIGHT DATE.-._-._ 2x4 WALL
A -CROSS SECTION 1/4" 11-01,401 KEYNOTE NUMBER FLOOR PLAN 11411 1 1-01v WALL FIXTURE APPROVED BY OWNER
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EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING,
THIS SHEET SHALL NOT BE REPRODUCED WITHOUT
WRITTEN PERMISSION.
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REVISIONS
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EXCLUSIVE PROPERTY OF STREAMLINE ENGINEERING,
THIS SHEET SHALL NOT BE REPRODUCED WITHOUT
WRITTEN PERMISSION.
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REVISIONS
DESIGN:
JMR
CHECKED:
JMR
DATE:
6/20/16
SCALE:
SHOWN
JOB NO.
2420
GqT_-�T NO.
A-1
1.
1/2' LIP AT GARAGE DOOR
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N.T.S. 3
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7-1 Where plumbing, heating, or other ducts are placed on a partition requiring the cutting of the double
LSTA24 be fastened to each side of the top plates.
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SHEAR
WALL SCHEDULE
FOOTING
DETAIL
OPENING WITH "D" PER
GENERAL CONDITIONS:
GLUED
-LAMINATED / MANUFACTURED LUMBER:
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OVER 4" MIN. PEA GRAVEL. I
SHEAR WALL TYPE
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7-2 Use two trimmers at each end of each beam and header over 6'-0" long, and one trimmer at each
2.
D _ 3.
1
4.
5 2
5.
SLOPE '
u.
DOOR MFG.
CONCRETE SLAB AND
BASE ROCK PER PLAN
REINFORCEMENT PER
PLAN
UNDISTURBED SOIL OR
ENGINEERED FILL PER
PLAN
#4 REBAR TOP AND
BOTTOM CONTINUOUS
ACROSS OPENING WITH
20" MIN. LAP AT CORNERS
1-1
1-2
1-3
1-4
1-5
The Builder is responsible for obtaining all necessary permits from all governing agencies. All work is
subject to Building Department field inspector's approval. If a certificate of occupancy is not obtained
by the owner for this project, then the engineer assumes no liability for this structure.
The Builder shall verify oil dimensions, details and job site conditions prior to commencing work and
notify the Engineer in writing of any discrepancies.
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 the structure,
The site plan is by others, The builder is responsible for coordinating and ensuring accuracy of plans
by others,
An conditions noted as existing must be field verified b the contractor and an discrepancies must
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be brought to the attention of the engineer.
8-1
8-2
8-3
8-4
All glue -lams shall be of the following grades with a camber of R = 1600' unless noted
Glu -Lam Timber: ANSI/AITC A190.1-1983
Simple Spans
p p s 24F -V4 DF/DF Combination
Cantilevers . . . . . . , . . . 24F -V8 DF/DF Combination
Glue -lams shall be specified on plans. Glue -lams exposed to weather must be rated for
p p p
Glued -by the manufacturer per CBC 2303.1.3 Waterproofing of exposed ends shall be provided
D37371aminated timbers shall be manufactured and identified as required in AITC A190.1
All manufactured wood products shall be installed per manufacturers recommendations.
Boise Cascade, TrusJoist MacMillan or equivalent shall provide manufactured lumber.
Minimum design values shall be as follows U,O.N, on Ian:
g p
Specification Fb si Fv si Fcll si E si
(psi) (psi) (psi) (psi)
otherwise:
exterior use
by others.
and ASTM
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SEISMIC SHEAR (PLF)
260
380 490
640
WIND SHEAR PLF
( }
335
485 630
820
1,2
3/8"PLYWOOD
OR EXT. RATED OSB
CDX
CDX CDX
CDX
1 SIDE
1 SIDE 1 SIDE
1 SIDE
SdEDGENAILING3
6"
4" 3"
2"
8d FIELD NAILING
12"
12" 12"
12"
STUD SIZE AT VERT.
PLYWOOD JOINT
2x
2-2x STUDS NAILED TOGETHER WITH
2ROWS16dSINKERSAT12"O:C:FOR
FULL HEIGHT OF STUDS. (4x POST .
MAY REPLACE 2-2x STUDS)
Q�OFESS/pay
w 3� r^ m
cr_ c
* 17
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T�TF OF C AL�FO�
64011t/
6. PAVEMENT OR SLAB AND Microllom LVL 2600 285 2510 1.9 E6
FOUNDATION / SITE WORK;
II III SUBGRADE PER PLAN TimberStrand LSL 2250 400 1950 1.5 E6 FOUNDATION SILL
N - I El WHERE OCCURS BY 2-1 The Builder is responsible for locating all buried objects that may be encountered but that are not Poroliam PSL 2900 290 2900 2.0 E6 PLATE THICKNESS 1 1/2" 11/2" 1 1/2" 3" SUBlVI�TTAL SET
M U I: 3 OTHERS shown on these plans. The foundation is designed to be placed on undisturbed soil, The Builder shall Versa-Lom 2800 285 3000 2.0 E6
II notify the Engineer in writing if any unusual soil conditions such as organic soils, clay, or uncertified SIMPSON CLIP, BLOCK 4 LS70 LS70 LS70 LS70
fills are found at the site. The engineer has not made a geotechnical review of the site, TO PLATE @24" @20" @16" @12"
2-2 All excavations shall be inspected and approved by the Building Official before concrete is poured. 5"h. ..
4 Footings shall extend into firm native soil with a footing depth below frostline 12" min, U.O.N. WOOD TRUSSES: 5/s" A.B.SPACING 48" o.c. 34"o.c. 13"o.c. 24" o.c.
12"
CON CRETE:1/2" a A.B. SPACING 5 34" o.c. 23" o.c. 9" o.c. 16" O.C.
9-1 Truss design drawings shall be provided with the shipment of trusses delivered to the job site.
3-1 All concrete shall have a minimum f'c = 2,500 psi after 28 days curing unless otherwise noted. 9-2 Truss design drawings shall include, at a minimum, the information specified in CBC Section 2303.4.1.1.
NOTES:
3-2 Materials used to produce concrete and testing shall comply with applicable standards listed in ACI 318. 9-3 The truss design drawings shall bear the name and seal of a registered design professional,
1. OVER D. FIR STUDS @ 16" O.C„ HEM -FIR TOP AND BOTTOM PLATES ARE OKAY,
11 11 9 4 T f t II 't d d I lations to all overnin a encies for review and
Aggregate size shall be a maximum of 1-1/2 In foundations and 3/4 at all other locations. - h b
russ manu ac urer s a su ml rawings an ca cu g g g 2. ALL PANEL EDGES BACKED WITH 24NCHNOMINAL ORIMDERFRAMINGU.O.N.
3-3 Curing compound shall be sprayed on all exposed surfaces immediately after final troweling. approval before fabrication. 3. IF MACHINE NAILS ARE USED, NAILS WITH A PARTIAL HEAD ARE NOT ALLOWED.
3-4 All cement used shall conform to ASTM C-150-04 and shall be Type II or Type III low alkali. 9-5 Truss calculations shall reflect FAU load where applicable, The builder and the truss mfg, are 4. SIMPSON MFG. CLIPS AT 24"O.C. FOR ENTIRE BALANCE OF WALL LINE.
3-5 Concrete exposed to freezing or thawing shall be protected in accordance to the latest edition of the responsible for ensuring that the trusses are built to the proper dimensions. The builder is responsible 5. ANCHOR BOLTS SHALL HAVE AMINIMUM T'0"c.229"THICK PLATE WASHER.
ACI code and CBC Section 1904, for locating the FAU unit on trusses that are designed to support the load. SIMPSON BPS IS ACCEPTABLE.
3-6 Calcium chloride admixtures or chloride -based admixtures Shall not be used. 9-6 Provide no less than (2) 2x studs under all 2 ply or greater girder truss supports or as noted on 6. SdsSHALL BECOMMON ORBOX (2}"LONG,-.113^MIN.)
plans, whichever is greater.
N.T.S.4 9-7 All truss to truss connections are designed by the truss manufacturer and shall be specified on the ANCHOR BOLT / HOLDOWN
GARAGE DOOR FOOTING REINFORCING STEEL IN CONCRETE. truss layout plan.
SCHEDULE
4-1 Reinforcing steel shall conform to the provisions of ASTM A -615/A 615M-040, Grade 40 for #4 bars
1 1. WALL PER PLAN and smaller, Welded wire fabric shall conform to the provisions of ASTM A 185-02. STRUCTURAL DESIGN CRITERIA: (MONO POUR) (TWO POUR) Dc MIN. MIN. ATTACH TO
2. INTERIOR FINISH PER PLAN 4-2 Reinforcement cover shall be as follows: MARK HD
ANCHOR Le ANCHOR Le MIN, STEM POST STUD OR � d
3. SHEATHING PER SHEARWALL Concrete cast against and permanently exposed to soil: 3" clear 10-1 See structural calculations prepared by Streamline Engineering for all structural design and loading BOLT MIN. BOLT MIN WALL REQ'D POST WITH
24-3 All reinforcing steel shall be accurately secured in position before and during concrete placement.
SCHEDULE" criteria.
4. ANCHOR BOLT PIER PLAN. 4-4 All reinforcing steel shall be clean at the time of concrete placement. IM DTH
3 SEE "SHEARWALIL SCHEDULE"
1 `
FOR SPACING OR NOTES ON FRAMING LUMBER; O HDU4 SST620 16" SSTB24 20" 5^ s" 2-2x 10-SDSSCREWs
7 4 S-1 FOR NON SHEARWALLS. /
5. SLAB AND BASE IPER PLAN 6-1 All wood in contact with concrete shall be pressure treated Hem Fir or Douglas Fir at the builders
HDU5 SSTB24 24" SSTB24 28" 6" 4x 14 -SDS SCREWS
6. REINFORCEMENTf PER PLAN option U.O.N. 1
WHERE OCCURS; CENTERED 6-2 Lag screws shall be screwed, not driven, into pre -drilled holes of 2/3 the shank diameter.
O 5" i
8 5 IN SLAB 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. NOTES:
7, EXTERIOR FINISH 6-5 All framing anchors, clips, straps, hangers, etc., shall be manufactured by Simpson Strong -Tie 1. ALL WOOD SCREWS SHALL BE a'x 3" SIMPSON STRONG DRIVE
6 6 8. EDGE NAIL Company U.O,N, and installed per manufacturer's recommendations.
X � S 6-6 U.O.N. framing shall be connected per nailing schedule per Table 2304.9.1 of the 2013 CBC.
9. UNDISTURBED OIL OR WOOD SCREWS.
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----- - ,, ENGINEERED FILL PER PLAN 6-7 Where exposed to weather, nails shall be galvanized.
9 10. #4 CONTINUOUS TOP AND 6-8 Where in contact with pressure treated wood, all metal connectors shall be type 304 stainless steel or en
00 M 0 BOTTOM WITH 20" MIN. LAP AT hot -dip galvanized steel meeting ASTM A153-03.
6-9 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
ALL CORNERS
a moisture content less than 19% and be of the following grades unless otherwise noted: v Q W
2 x 4 studs Standard and BetterZ
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2x & 4x Structural Light Framing N #2 Grade c a
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N i 2x & 4x Joists and Rafters . . . . . . . . . . . . . . #2 Grade
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� 4x & 6x Beams and Posts #1 Grade
6-10 The builder shall take all measures necessary to protect framing from the effects of shrinkage. The uZl ~ Q ave z I
Engineer shall not be responsible for damage to framing members or finishes due to the effects of W v iiia a W W 000
19
shrinkage. All new framing lumber shall have 19% maximum moisture content at time of installation. 0 O' Z
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10 rated. Apply face rain perpendicular to framing and stagger panels
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ih 6-11 Roof sheathing shall be CDX APA ated pp y g p p 9 99to
U 12" u.o.n. Edge nail at freize blocking, and all supported edges. v
ROUGH CARPENTRY:
12 "SHEARWALL SCHEDULE" 7, FLASHING SHALL BE IN STRICT ACCORDANCE WITH CHAPTER 15 OF THE CBC. FLASHING AT ROOF VALLEYS SHALL NOT BE
LIGHTER THAN 28 GAUGE CORROSION RESISTANT METAL, EXTENDING A MINIMUM OF 8" AWAY FROM CENTERLINE IN EACH
14 DIRECTION. FLASHING AT WALL, SIDES OF DORMERS, AND CHIMNEYS SHALL BE A MINIMUM OF 28 GAUGE CORROSION
RESISTANT METAL. EXTEND FLASHING NO LESS THAN 4" UP THE VERTICAL SURFACE. THOROUGHLY COUNTERFLASH.
EXTEND FLASHING UNDER TILE NO LESS THAN 4".
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TRANSFER AT GABLE N.T.S. 2
SHEAR Lu
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of
1. ROOF FRAMING PER PLAN w1
2. CLIP BLOCK TO TOP PLATE I
PER "SHEARWALL SCHEDULE I EXISTING HOME
5 3. INTERIOR FINISH PER PLAN
4. WALL SHEATHING & EDGE
1 NAILING PER "SHEARWALL
SCHEDULE" - `V
6 N
5. ROOF SHEATHING PER PLAN
2 6. 8d @ 6" o.c.
7 7. EXTERIOR EAVE FRAMING &
FINISH PER PLAN
8. 2x BLOCK CONTINUOUS VVITH
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c�
9. EDGE NAIL
10. EXTERIOR FINISH PER PLAN
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N.T.S. 3
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7-1 Where plumbing, heating, or other ducts are placed on a partition requiring the cutting of the double
LSTA24 be fastened to each side of the top plates.
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-
FOOTING
DETAIL
C?
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plates, a Simpson strop shall
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OVER 4" MIN. PEA GRAVEL. I
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7-2 Use two trimmers at each end of each beam and header over 6'-0" long, and one trimmer at each
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end less than or equal to 6'-0" long unless otherwise noted on plans.
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8d @ 6" o.c,
7-3 Balloon frame studs to truss bottom chord or full height at exterior walls where sloping ceilings occur,
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2.
ROOF SHEATHING PER PLAN
U.N.O.
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1
3.
4-16d BRACE TO BLOCK
4.
8d @ 4" O.C. INTO BOTH 2X
2 3 4
BLOCKS
5,
2 X 6 OUTLOOKER @ 4'0.C.
MAXIMUM
A- --------
-- o
e
6.
TRUSS PER PLAN
7.
2x4 BLOCK @ EACH BRACE (2
6 Le
5
8
204@6'O.C.@45°ANGLE TO
CONSTRUCTION NOTES AND STRUCTURAL SPECIFICATIONS
THE HORIZON WITH 3-8dS
9
8
TOENAILED TO TOP PLATE
6
9.
EDGE NAIL PER "SHEAR WALL
GENERAL ROOF NOTES
SCHEDULE"
11
10.
WALL PER PLAN
1.
THE TRUSS LAYOUT IS DESIGNED AND ENGINEERED BY OTHERS. REFER TO THE TRUSS CALCULATIONS BY
11.
ANGLE CLIP PER "SHEARWALL
MANUFACTURER FOR LAYOUT, BRACING AND INSTALLATION GUIDE.
SCHEDULE" TRUSS TO TOP
2.
DOWN SPOUTS AND GUTTERS SHALL BE DESIGNED & INSTALLED BY OTHERS.
22'-0"
PLATE (2'0.C. MAX. SPACING
3.
ALL WINDOW AND DOOR HEADERS SHALL BE PER HEADER SCHEDULE OR NOTES ON S-1 SHEET, TYP. U.NO.
9
WHEN NOT LOCATED OVER
4.
PROVIDE ATTIC VENTILATION @ 1 sq. ft, VENTING FOR EVERY 150 sq. ft. OF ATTIC FLOOR AREA. (OR %3w RATIO OF %2 OF THE
SHEARWALL)
VENTS ARE LOCATED IN THE UPPER PORTION OF THE ATTIC SPACE, AT LEAST V HIGHER THAN THE EAVE OR CORNICE
13
12.
EXTERIOR FINISH PER PLAN
VENTS.
10
13.
INTERIOR FINISH PER PLAN
5.
PROVIDE ATTIC ACCESS w/ MINIMUM OPENING OF 20" x 30". MINIMUM UNOBSTRUCTED HEADROOM OF 30" @ OR ABOVE
WHERE OCCURS
OPENING.
EXISTING HOME
14.
SHEAR PLYWOOD PER
6
ROOF PITCH SHALL BE PER TRUSS CALCS
-
12 "SHEARWALL SCHEDULE" 7, FLASHING SHALL BE IN STRICT ACCORDANCE WITH CHAPTER 15 OF THE CBC. FLASHING AT ROOF VALLEYS SHALL NOT BE
LIGHTER THAN 28 GAUGE CORROSION RESISTANT METAL, EXTENDING A MINIMUM OF 8" AWAY FROM CENTERLINE IN EACH
14 DIRECTION. FLASHING AT WALL, SIDES OF DORMERS, AND CHIMNEYS SHALL BE A MINIMUM OF 28 GAUGE CORROSION
RESISTANT METAL. EXTEND FLASHING NO LESS THAN 4" UP THE VERTICAL SURFACE. THOROUGHLY COUNTERFLASH.
EXTEND FLASHING UNDER TILE NO LESS THAN 4".
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1. ROOF FRAMING PER PLAN w1
2. CLIP BLOCK TO TOP PLATE I
PER "SHEARWALL SCHEDULE I EXISTING HOME
5 3. INTERIOR FINISH PER PLAN
4. WALL SHEATHING & EDGE
1 NAILING PER "SHEARWALL
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5. ROOF SHEATHING PER PLAN
2 6. 8d @ 6" o.c.
7 7. EXTERIOR EAVE FRAMING &
FINISH PER PLAN
8. 2x BLOCK CONTINUOUS VVITH
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9. EDGE NAIL
10. EXTERIOR FINISH PER PLAN
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EXCLUSIVE PROPERTY Oi= STREAMLINE ENGINEERING.
THIS SHEET SHALL NOT BE REPRODUCED WITHOUT
WRITTEN PERMISSION.
PERMIT# REVISIONS
BUTTE C_OUNTY DEVELOPMENT SERVICES
REVIEWED FOR
COD`E/ CONAPLIA CE=
DATE
LEGEND DESIGN: JMR
CHECKED: JMR
TYPICAL "SHEAR WALL" SEE SCHEDULE FOR DATE; 6/2016
------ AI - - - - - - - - - - - - - - - - BOLT SPACING
2 2 SCALE: SHOWN
A A A
3'0" 3'0" A SEE "SHEAR WALL SCHEDULE" JOB N0, 2420
22-0 O SEE " ANCHOR BOLT / HOLDOWN SCHEDULE" S44;C-T NCL
sm
AT EAVE N.T.S. 'I ROOF PLAN 1/8"= 1'-0" FOUNDATION / SHEARZWALL PLAN 1/4"= 1'-0"
SHEAR 1