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General Notes
1. These notes are general in nature and do not set out all code requirements. It is the responsibi'.ity of the
Builder to be familiar with the requirements of the codes.
150.02 N89°3110"lU Y
al codes
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to the current Building Coe, local state codes, the Washington - - ��� - - �- - - �--- - - --�- - - �� - -
2. All construction to conform U
State Energy Code, and the Washington State Ventilation Code.
3. No footings shall be placed on fill unless specifically allowed by the architect or structural engineer.
4. All footings to be minimum 12" below finish grade for single story areas and 18 below finish grade for two
I.•0... . • . ' . . . ' .' •'. . . •• .. _
story areas.
ncrete to test 2,500 psi in ay . `4 .. - .�'---•-•• . • . • �'" ": - •• •' -.•�=�:-• -
5. All co 28 days.
'�- '.••
" e washers at 4'-0" on center. No less than 2 per LFxINC�TON.FLAC,E IPRI�i,AT1* i�QAD,.EASEMI=N.Y} .TO 1 1cREAV? ROAD
x 1 4 bearing plat o
6. Provide anchor bolts with 3 x 3 / Z
each section of mud sill and within 12" of each mud sill end. Conform to the International Residential Code. �: •; •. ,.I
des of framing lumber shall be used:
7. Unless otherwise noted, the following grades 9
- 4 x beams shall be No. 2 grade Douglas fir-larch
fir-larch N N
- 6 x beams shall be No. 1 grade Douglas rode 24f VS rode if cantilevered) _ _
a
24f V4 ( 9 LL,Q , ,3
- Glu-lam beams shall be combination 9 N
and rafters shall be No. 2 grade hem-fir or Douglas fir-larch - - - :'-•' � - - _ _ La-
s- Floor and roof joist a fir-larch Z c '
connected to holdown shall be No. 2 Douglas fi "~
- Studs in shear walls and studs conn Better
" ' N a
fir species #2 & Be - M N
Studs shall be Douglas P - - - - - - - _
S -
exterior openings and over openings in interior bearing walls shall
r 36' 0"
8. Unless otherwise shown, headers over e25' COUNTY e 1
be 4x8 No, 2 Douglas fir-larch. COVENENT SETBACK I I
(20') DRAINFIELD- _ _ I - E
shown on the drawings shall be Simpson Strong-tie Connectors, unless othe!wise J - - L - - - - T
I connectors I T I 1 o
9. All meta � °
noted. Use only approved connectors for treated materials. 1 1 I I I I
v
I I L - - - - - - - - - I I I c
4. Design Parameters Earthquake Zone = D1 I I
Live Loads: q _
Exposure Category - B �
Snow= 25 PSF P I I I I
Wind Speed = 85 mph (3 second gusts) I o
Floors- 40 PSF P I I DRIWEWAT . C
SEPTIC TANK < I I I
Decks= 65 PSF Soil Bearing Capacity on firm, 1,500 PSI I I
OI) I I I DRAIN FIELD w
Dead Loads: undisturbed s COVENENT---,
SETBACK I �.
Roofs= 15 PSF I ICD
Floors= 12 PSF (25') I I
Notify architect if actual site conditions vary from 1 I
Partition= 10 PSF N y ions listed herein. LANo APE
Deck= 10 PSF
the conditions I I sro.NES As REa'
I I L° I I • � N
beams joists and decking shall be pressure treated, all purpose outdoor wood or of naturally I I I C-
11. Deck posts, 1 or finish on hangers and/or connectors are I TRENI H I
rot resistant species. 1 CD
Contractor to verify that the materi
al 9 I I I I
DRAI - REt,41N Cs
compatible with treated wood for decks. TIE T I L_ J
Plywood D.S. ¢G+L�EC oil' WALL'. SID WALK
be in accordance with American y x
plywood and oriented strand board (OSB) and application to - - - ---
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12. All plyw 2s'-8"t
Association standards and the International Residential Code. I 29'-3"t
13. Install solid, full depth blocking at all bearing points at joists and rafters. I 1 I I I r _ _ r
06
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I , p o
a
s and showers. 0
14. Provide solid fireblocking around tub
" s. Location as determined by site conditions. I I I I } I I Q N
s shown otherwise, provide a 30 x18 crawlspace access.15. Unless I I I • NEW RESIDENCE
applicable) in location indicated or as required by code.
16. Provide 22"x30" attic access (if app ) Z 1 I 1 I I
' required on all st•Jirs with four I I I I � � Q
Guardrail height shall be S-0" high. Handrail height shall be 3 -0 . Handrail r q
17. g � I I I I I �
risers or more. Guardrails required on all landings and decks more than 30" above grade. Picket spacing - - M
�r
um 4 clear.
+ of
u'
on guardrails to be maxim � - - I I - I I CO
2S'-l"t HEAT PUMP I k �
Treads shall be minimum 10". Stairway width shai, be minimum 36". - _ I I 2m' BACKCOUN ``/^�
maximum 7 3/4".
� L -- -- -- - - � SETBACK v/
shall be m1
18. Stair riser height �
current Building Code. I
19. Chimneys, woodstoves, and fireplaces, and their installation, shall conform to the cu 9 I f __i ___ % O
Provide seismic bracing for chimneys per code. Owner shall provide Contractor with chimney and I {� i -_%__-_ CaEOTECH SETBACK 1 0
RECOMMENDATION I I APPROVED
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woodstove specifications and setbacks. °� i - _ DATED JULY 1997 I 1 _
otherwise shown. I i 411 I MASON COUNTY DUD PLANNING �
DOWNSPOUT I I °
20. All windows shall be horizontal sliders unless _ I 1 _ -
� � COLLECTION LINE __ I I SITE PLAN REQUIRE) TO BE O��t SITE
----_� I i - CHANGES SUBJECT TO APPROVAL V)
bedroom shall have one egress window or door conforming to the current Building Code. ( I ;�.� i , _ _ --_� I c"
21. Each I v-Iv C�
" within 60" of the bottom I I I i ' --_____ I I _ By I �� Date
22. All windows within a 24" radius of a door, or closer than 18 to the floor, or _ 0 I I
of a stairway must be safety glass. I I i X
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of S,4NK
I I I
23. Provide sheet metal flashing as required for a water tight job. I LINE
m FTC. DRAIN --____ I I NOTE: °
LINE - CONNECT TO D.S. LINE -I__�-___ CO
Plumb water heater P&T valve to exterior. I I I i MORE THAN 3' FINAL LOCATION OF HOUSE
24 I I i VERTICALLY BELOW I I
corridor giving access to I I I i CRAWL SPACE I I TO BE DETERMINED S1'
25. Install 110 volt smoke detector with battery backup in each sleeping room, each c 9 g I I EVATION I I OLNER 4 CONTRACTOR
sleeping rooms, and one on each level not containing sleeping rooms. Interconnect all smoke detectors. I 1 AT J055ITE.
6. All electrical work shall conform to the National Electrical Code, State of Washington Electrical Code and I 1 i �1 I
} 1 L_
local codes. I I
I � I I iLn
and mechanical work (heating) shall conform to national, state, and local codes. I I I i I I 1
27. Plumbing I I �_
COUNTY I I Site Plan
shall have an approved vacuum breaker. SETBACK
28. All hose bibbs I I 1 (209 I I
Scale: 1" = 2 O'-m" Q
29. Install a 6 mil polyethylene vapor barrier on the top of the ground in the crawlspace. I`
penetrations, etc. to limit air I I i I 1 NORTH
30. Caulk, weatherstrip, or gasket around all windows, exterior doors, utility p I I I i I I
per Washington Stote Energy Code. Install flashing where required by code. I I o
0-
infiltrationp
I I i �O .0
1 � i Six 8' x4' DEEP I I
En
31. Install insulation defle
ctors in attic at soffit vents to assure proper ventilation. DRYWELL A I I JC _E E
WSEC VIAQ i ` ` \ BASE OF SLOPE '� PARCEL NG.: �21257�9,a0�1 V 8
lass and Argon gas unless otherwise noted. See / I I Cl)
32. All windows shall have Low-E g 9 _ I I I LEGAL 1�ESGRIPTION: ^ `CZ n
Compliance form for further information prior to ordering windows. I I V J c
p � i � � LOT A OF SP #2�48 PTN TR �--A S 19/35
I I
their installation, shall conform to the Mechanical Code and the Energy i _ L
` ` COUNTY
33. Heat pumps and furnaces, and SETBACK I I
T ` (20') I I 51TE ADDRESS: � 0 o
Code. Z
` 11 I Sl E LEXINGTON PL. -0 o � O '3
34. Provide dryer vent to exterior. I I U
Building /l \ \ ` ` \ \ ` J I I Shelton, WA `� `Mit (D
heaters or furnace to Buil gRFLOW N C
35. Owner or Contractor shall supply manufacturer, model number and sizes of hea \\ I Ur CD
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DITCN� � � ZONING:
De artment. ` / J �' (D W
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bathroom, utility, kitchen fan manufacturer and model number to the RR 2O Z -�
all supply b Y N69` � �
36. Owner or Contractor shall pp y
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Building Department. 9�$vi ` ` O L.
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control with a manual' ch or dehumidifier � i � � � L O °
37. Whole house ventilation fan shall be controlled by a timer swat I 1
override switch. Cp ` a) 0U O J N
of run and number of elbows. UN�T}- o L z
38. All exhaust ducts shall conform to the Energy Code for diameter, length a
�G ��
Insulate to a minimum of R-4. o
o f 4 square inch in each living area, sleeping arec, cooking
N 39. Pro
vide tested outdoor air inlets of minimum o q _ Z �4 E T73
area and eating area. Inlets may be integrated with window frames or through-the wall vents. Indicate
on plan as Ov - � o
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o conditions. This includes soil bearing capacities, slopes, surface a N
N 40. The Architect is not responsible for site
N or subsurface water conditions or any other surface or subsurface conditions. Buildings are designed with
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as assumed soil bearing capacity of 1,500 psf. Notify Architect of any site deficiencies encounkered.
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