Plans Iis7,101,5 5
OFFICE COPS l0 3? s-
RE, UAW
REMODEL Of EXISTING HOME
DEC 21 2015
DESIGN CRITERIA CITU of RGARb
BUILDING CODE- 20ll RESIDENTIJAL SPECIALTY CODE BUILDING DIV1,�I�A
L SOILS-1500L8 PS+F
FLOOR LOAD-40PSF LIVE 15LB PSF DEAD LOAD Prescriptive wall bracing Engineered lateral design Retaining walls > �'or surcharged
WIND LOAD-100M44 The following "Genera! Notes and Supplemental Irformafion" are now part of your approved plans
SEISMIC-Dl It is the responsibility of the builder to comply with these requirements during construction.
STRUCTURAL OBSERVATION Where there is a conflict between a general note and 'the plans; the more restrictive shall apply
SITE
ALL MEASUREMENTS TO BE FIELD VERIFIED R302.1 Property lines shall be clearly identified by finding the existing official corner markers or providing a property
CONCRETE survey for inspection of the setbacks and fire separation distance between the lot lines and new constr'.'iction.
FOOTINGS, GRAVITY WALLS AND SLASS-3000 PSI P1101.5.3.2 Drywells must be located at least 5 from a properl:y line and 10' from a building unless approved through a
MAX A6GREGAiE 3/4- Plumbing Appeal. This distance, dr
-)(well.
measured to the center of the dwell
LOCATE AND INSTALL CONTOL AND EXPANSION JOINTS AS NOTED R324 Untreated wood shake or shingle roofing is not allowed on buildings located in a Wildfire Hazard zone.
REINFORCING FOUNDATION/UNDER-FLOOR/ATTIC
ALL REBAR TO BE SCHEDULE 60 R109.1.1 Reinforcing steel and connectors to be embedded in concrete shall be in place and supported at time of
foundation inspection.
#4 BAR NOTED ON PLANS FOR RELNF019yT UNLESS OTHERWISE STATED R317.1 All wood shall be pressure-preservative-treated or of natural resistance to decay where there is less than 13'
ALL SPLICES TO BE STAGGERED
ALL BARS SHALL BE MIN 3' FROM ALL OUTER EDGES OF CONCRETE clearance to ground under floor joists or 12- under girders, ire: direct contact with concrete, or exposed are d
supporting porches and decks.
CONNECTORS R502.6 Provide 3 of bearing at beam pockets and 112' air space at sides and endue
ALL CONCRETE 'J" BOLTS S14d4l L BE 112' X 10' MIN 7" EMBED WITH 3X3 X1/4' R401.3 Lots shall be graded to drain surface water away-from exterior walls a minimum of 6"vertical in 10- horizontal.
WASHER AND NUT UNLESS OTHERWISE NOTED R403.1.5.1 Bottoms of foundation footings shall extend least 18 below finish grade: except foundations of freestanding
TE
ALL CONNECTIONS FROM OLD CONCRETE TO NEW CONCREDOWELED WITH MIN 8" accessory structures of light frame construction not more than 600 SF with an eave height not more than 10
#4 DRILLED 4" EACH WAY WHERE POSSIBLE feet; and decks not supported by a dwelling may extend not less than 12' below grade
R403.1.1 Member of floors U./all Thickness Foottna UL"r
8404.1.1 1 dth Footrna Thickness
�- i 12=
s'
R404.1.5 1 2
3 i 10- I 18'
R403.1.4 When the footing and stem wall are placed in separate concrete pour. one;;4 vertical bar shall be placed
48'o.c. with each bar having a 6" hook in the footing and extending at least 14' into the stem wall
R403.1.4.1 Foundation stem walls shall be provided with a minimum of one#4 bar within; 12 inches of the top of the wall
and one#4 bar a minimum of 3' clear from the bottom of the footing. "Jlorolithic foundations shall be
permitted to have a minimum of tw::#4 bars placed in the footing
R403.1.7 A grounding electrode system shatl be installed in foundations: one#4 horizontal bar not less than 3'fror-i the
WOOD FRAME bottom of the footing and not less thar 20' long. one#4 vertical bar stubbed up at least 12' above the floor
ALL WOOD TO BE DOUGLAS FIRA-AR04 #2 UNLESS OTHERWISE NOTED plate with a minimum 12- splice to the horizontal bar.
ALL WOOD TOUCHING CONCRETE TO 8E PRESSURE TREATED R403.1.8 Foundation anchor bolts shall be not fess than 1;'2" diameter bolts embedded at least T' into concrete or
ALL WOOD TO BE 19% MOISTURE OR LESS R602.11.1 masonry. spaced 5-0" on center maximum. with at least two bolts per plate and within: 12" of ends anc'
�mers. 1;4'X 3' X 3"washer are required at all anchor bolts the full length of all required braced wall iines
_ ALL BLOCKING TO BE FULL HEIGHT AS MEMEBER BEING BLOCKED 8404.1.6 Foundation wall shall extend at least 6 above grade.
ALL SPLICES TO 8E A MINMUM OF 4' OVERLAP 8405.1 Drains ,Hall be provided around ;;![ foundations enclosing habitable or usable space below rad'
ALL NAILING TO USE APPROPRIATE COMMON NAILS FOR SECURE FASTENING R405.1
Waterproofing is required on the outside surface of below rade foundation walls enclosing interior space
GALVANIZED OR STAINLESS INTO PRESSURE TREATED WOOD R407.3 Columns shall be anchored at the bottom except columns less Char: 48' in height within underfloor areas
ALL SIMPSON CONNECTORS TO USE RECOMMENDED FASTENERS AS PER MANUFACTURER enclosed by a continuous foundation.
ALL SHEATHING TO BE APA RATED AS PER DRAWING NOTES AND NAILED ACCORDING TO R408.1 Provide foundation vents at a rate of 1 SF vent area per 150 SF of craw! area w,;&.in 3'of each corner and or
SUPPLIED SCEDULE at least 3 sides.
ALL SHEATHING TO BE BLOCKED AT ALL EDGES R408.3 An 18"x 24"access opening is required tc all under-floor space
1XCESS NCT--HING WILL RESULT IN REMOVAL AND REPLACING Of MEMBER OVER-NGT_' iED R501.3 The underside of floor assemblies shall have 1.12gypsum wallboard or 5;8' *ood structural panel except oder
a craw! space not used for storage or fuel-fired equipment or when supported by 2X 10 or greater floor joists
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ATTACH TO DBL STUDS @SHEARWALL
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(E)ROOF VENTS EA BAY TYP
4X16" RIDGE BEAM (2) 4X8 DFL 1/2' PLY ROOF SHEATHING TYP: CUT PLATES AMD INSTALL (2)FULL
15LB FELT HEIGHT STUDS
4X4 DFL#2 CONTINUOUS COLUMN COMP ROOF CONNECT TOP PLATE AND BOTTOM PLATE
ON SOLID BLOCKING �_ _� .�N, 2X8 DFL RAFTERS 24 OC W/ SIMPSON A34
1/2" GYP TYP (VAULTED CEILING) PROVIDE SIMPSON LSTA 12 STRAP AT FRONT AND
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MINIMUM 2'0 OVERLAP BACK OF PLATE SPLICE
AT ALL PLATE JOINTS
(E) R-21 BATT INSULATION TYP I
WALL SHEATHING 1/2" APA RATED PANELS
(E)SCREENED VENTS SIMPSON A34
SIMPSON A34 TYP AILED 8D COMMON 6" EDGE 12" FIELD TYP
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