HomeMy WebLinkAboutBLD2020-1552 - BLD Plot / Site Plans - 8/25/2021 Figure 1. Site Plan Requirements Checklist
PR,dPERTY OWNER NOTE:
t,arefully review ALL aspects of this septic All Site tans shall be clears and accurate) drawn to 1"=20',30',
design.ANY costs incurred due to changes to P y y
this design after submission to the County Health Department .. ....- 40',or 50'scale on paper no larger than 11"X17",and must indicate
are the sole responsibility of the property owner. all of the following information.For each item below,mark"Shown"
O ^ ^ or"N/A"as appropriate for your project.This checklist must be
/lam/7V� completed and included on all site plans.Any site plan Without this
checklist will be rejected and returned to the applicant for correction.
SOIL LOG #1: *t 383.89' uF *t SHOWN N/A PARCEL
NUMBER 12232-23-90023
SOIL TYPE:4 A. General Property Information:
0"-35"-. LIGHT BROWN FINE SANDY
.` --- - -------- -------------------------------
Property lines and dimensions
LOAM W/ LOTS OF PEBBLES of
` ` . wl
WET LAND BUFFER ` ` Zl v Elevations of property and direction of natural
of w J� drainage
RESERVE m1 01-----5U
. , Slopes that exceed 15%,including all cut banks
SOIL LOG #2:
` SLOPE Nil �; X greater than 4'in height
WE -ANDS ` of m
�--�� Z �(
SOIL TYPE:4 ` \ SL ml ,\ North arrow and site plan scale
0"-46": LIGHT BROWN FINE SANDY Marine waters,lakes,&ponds,and their
associated high water marks
LOAM W/ LOTS OF PEBBLES
Streams,creeks,wetlands,and their associated
buffer areas
01
WET LAND BUFFER B. Existing Property Improvements:
SOIL LOG #3: Location of all existing structures,to include
PROPOSED X locations of existing structures on adjacent
SOIL TY P E:4 ; ` : ; ` 3-BR HOUSE -; waterfront properties
EXIST NG 40' Location of all existing wells and their well radii,
0"-32"- LIGHT BROWN FINE SANDY ; ` ACCEs UTILITY �/ including those wells on adjacent properties
LOAM W/ LOTS OF PEBBLES -0'EL EASEMENT /� within 100'of property lines
--------------'----------------------
_ f 0'NO BUILD ZONE Location of existing all drainfields,including the
10'"No-Build Zone",as well as the locations of
SOIL LOG ##4: ` ` ; X existing drainfields on adjacent properties within
100'of any well
` ` fPE S 1 54' Location of existing drainage facilities,including
SOIL TYPE:4 ' ---------_--------------------; ELD X all sub surface infiltration filtration systems
011-20": LIGHT BROWN FINE SANDY ---- ------------ ----- -
\ ` t Location of all existing and abutting roadways
LOAM W/ LOTS OF PEBBLES E� ao� /� opee spaceesasements,buffers,and required
383.77'
NovO 5 202� y *� �/ Location of all existing water,sewer,and utility
�oF w �:.� X lines
MASON COUNTY ENVIRONMENTAL HEALTF`i % C. Proposed Property Improvements:
�¢ L� A-Slope in<R.dmaty 2 3 9fi
USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21 E RET �? Location and dimensions of all proposed
G;; a F• T X structures or building envelopes in relation to
ORIFS11W114H4AD8AC17J AND FLOATS. I aS�:nC E.AtlditionaltoverRegwretl .intres property lines,other structures,etc.
Location of all proposed wells,including their 100.
S'Z� D.Tr%nch-Width TX well radii,and all water lines
3C-:
0'5'10' 30' 50' 75' 100' NOTE: B::Malvmum.
PRESCRIPTIVE FLOW CONTROL MEASURES Jyench death Location of all proposed septic tanks,pump tanks,
ARE TO BE DESIGNED BY LICENSED INDIVIDUALS Dispersal pre-treatment units,and drainfields,including the
SCALE(FEET) IAW WITH APPLICABLE STATE AND COUNTY CODES. rrnnpune lt. 10'"No-Build Zone"
Infittiative Location and dimensions of allproposed
c r < t < < < < surface .
TH/S /S NOT A SURVEY ALL PROPERTY L/NES/BOUNOAj4/ES HAVE '<'<'<'<'<'<'<'<' I X drainage and infiltration systems
Native
BEEN OE•MONSTR.ATE� BY THE OW/VER(S) ANC/OR THE/R AGE/VT(S)- < < r < < s c v�°�I Location,dimensions,surfacing materials,and
Sol .
Separation, clearing I
INSTALLER MUST VERIFY THAT WATER LINE LOCATION AT TIME OF INSTALL MEETS ALL CODES/SETBACKS r >'.> / r s > a Y g limits of all proposed parking areas,
< < < < < < < i rxhes ,`
driveways,sidewalks,and road approaches
^IT IS THE RESPONSIBILITY OF OWNER/REP RES ENTING AGENT TO PRO\/1 CE TO ACME IN WRITING yes c._<.><><.a<:•.stye
ANY ANO ALL INFORMATION PERTINENT TO THE CE\/ELOPMEN'T-OF SEPTIC FE1iSIBILITYANC/OR - - - - v Location of all proposed water,sewer,and utility
•R,zt�ctiveLaye ORHi�6est_Sc IWaterT blr:
O ESIGN INCLU CI NG ALL GRAY/BLAC K,WATER STUB OUTS, UTILITY LOCATIONS• PROPERTY CIMENSIONS - lines
CIMENSIONS, EASEMENTS, BUFFERS ANC SETBACKS IREQUIREC BY GOVERNING OR REGULATING ENTITIES
^ DRY WEATHER INSTALLATION ANC SITE PREP REQUIRED. LEGEND PROTECT PRIMARY ANC RESERVE CRP.INFIELC AREAS FROM ANY �/EHICLE TRAFFIC- �� �� DESIGN
NOORBURNING ONCRAINFIELC AREAS_ r = SOIL LOG
CUE TO UNFORESEEN WATER TABLES, A CURTAIN CRP.IN MAY BE REQUIF2E0-_ NO BUILD ZONE AA
'• CEPENCING UPON FINAL ELEVATIONS, A PUMP MAY BE REQUIREC_ =CLEARING LIMITS
CIFRECT ALL COWNSPOUT/SURFACE WATER AWAY FROM CRAINFIELC AREAS_ �- =LOwAREAS DATE- 25 AUG 2021
IF OF LATERALS OR MOCUL.ES ARE OEPICTEC, THEY ARE APPROXIMATE ANC MAY VARY, P.O. BOX 2954
PRO\/ICEC THEY REMAIN IN THE DELINEATED CF AREA. = TREES - 12" OIA NAME- SOUTHWIND CUSTOM HOMES SILVERDALE, WA.
ALL WELLS WITHIN 100 FEET OF PROP. BOUNDARIES HAVE BEEN SHOWN <200• FOR CLASS—B WAI�/ER�-
EXCEPT FOR THE CISPERSAL COMPONENT, ALL SEPTIC COMPONENTS MUST BE WATERTIGHT TO SURFACE- O = CLEAN OUT -r'AX Ip_ 12232-23-90023 98383
WATER LINE MUST BE A MINIMUM OF 10- FROM ANY SEPTIC COMPONENT_
MAINTAIN A MINIMUM SO' SETBACK COWNSLOPE OF 1—PITS- MINIMUM OF 1 O' SETBACK UPSLOPE OF 1—PI-rs- O =1250-GAL SEPTIC TANK
SEED ANC MULCH FINAL CRAINFIELC COVER IMMECIATELY UPON COMPLETION_ =1250-GAL PUMP TANK STREET- 371 E GOOD PL TEL. 360-698-8488
CEPENCING ON THE TYPE OF ATU USED• ATRASH TRAP MAY BE REC2UIREC. INFO@ ACMESEPTIC.COM
'- LATERALS MAY BE NO CLOSER THAN S• ON CENTER. O =SPUTTER SCALE: 1"=50' SITE PLAN
IF WATER ANC SEWER LINES CROSS, THEY MUST BE CONSTRUCTEC IAW STATE a. COUNTY COCE-
111�—
SETBACKS RE MEASURED
ALL FROM TME FURTHEST
NF THE BUILpING
O Figure 1.Site Plan Requirements Checklist
PRDPERTY OWNER NOTE: Al site plans shalt be dearly and accurately drawn to 1"=20',30',
CarehAly review ALL aapecU o!IMs septic
dnalgn ANY coaW Incurted due to cnangoa to 40',or 50 scale on a
III des after wbmltalon to the County Heats Depaft.t paper no larger than Item el and must indicate
are 16e agile reeponatbnuy or me property owner. all of the fallowing intortnatlon.For each Item below,mark"Shown"
a"WA"as appropriate for your project This checklist must be
completed and Included on all site plans.Any site plan without this
checklist will be rejected and returned to the applicant for correction.
SOIL LOG#1: �l' asa.aa +I I SHOWN N/A NUMBER 12232-23-90023
. �'•;,�:� ; A. General Property Information:
SOIL TYPE:4
" "-"--'--- ----Wl X Property lines and dimensions
0 -35 : LIGHT BROWN FINE SANDY � �_� � �,�,� --------------_-1 d1 _
LOAM W/LOTS OF PEBBLES Elevations of property and direction of natural
WET LAND BUFFER ;'.�',��:�',�'�•� a
` ` �• 9 ppp l drainage
RESERVE W Slopes that exceed 15%,including all cut hanks
SOIL LOG#2: ` SLOPE _ greater than 4'in height
` WETLANDS ;. X
` \,\ North arrow and site plan scale
SOIL TYPE:4 ` ` ` ` Marine waters,lakes,&ponds,and their
0"-46": LIGHT BROWN FINE SANDY �:� j �` ! t! X associated high water marks
LOAM W/ LOTS OF PEBBLES ! e�.'.:` " Streams,creeks,wetlands,and their associated
`` l �Qp � I n buffer areas
_ _ r B. Existing Property Improvements:
SOIL LOG#3: y,s Location of all existing structures,to include
PR POSEO•�'�'�-` / X locations of existing structures on adjacent
a-aR waterfront properties
SOIL TY P E:4 : Location of all existing wells and their well radA,
„ �' , ACCES N TIUTY Including those wells on adjacent properties
0 -32": LIGHT BROWN FINE SANDY OEL 70 ENT X within lCA'ot property lines
LOAM W/LOTS OF PEBBLES l
�' Location of existing all drainfelds,including the
1d NO 13U6D ZONE —
� 10'"No-euild Zone",as well as the locations of
• X existing drainfields on adjacent properties within
SOIL LOG#4: / > too'of any well
�. 4E 54' Location of existing drainage facilities,induding
SOIL TYPEA ` ' X all sub-surface Infiltration filtration systems
:. t - - ------------------- _ --
0"-20": LIGHT BROWN FINE SANDY Le
t Location of all existing and abutting roadways
LOAM W1 LOTS OF PEBBLES �( driveways,easements,buffers,and required
open spaces
XI Loca(ion of ad existing water,sewer,and utility
lines
_
fJLJ� �l �'�• /�
,j-2I L �'L�� �j Z� C. Proposed Property Improvements:
�,� Z 232- Z 3 - 9��2 3 A 51opa In Prkn ry ..?� "�(
USE SJE RHOMBUS PANEL MODEL TDW914H4D8AC21 E Location and dimensions of all proposed
OR IFS11 W114H4ADSAC17J AND FLOATS. — propestructrty
lines,s or building structures,
etc. ration to
T e Adaeiorel corer Requited 7 tlehet property lines,other structures,ale.
Location of all proposed wells:including their 100'
D.Tr-rxh Width X well radii,and all water lines
30 _
a sno so' _ so' Ts' ca NOTE: LM,.1— _
PRESCRIPTIVE FLOW CONTROL MEASURES Tlenchdapih Location of all proposed septic tanks,pump tanks,
ARE TO BE DESIGNED BY LICENSED INDIVIDUALS glPers>I to_Inch. X pre-treatment units,and drainfields,including the
IAW WITH APPLICABLE STATE AND COUNTY CODES. taenP°"'nI 10"'N"uild Zone"
SCALE(FEET), -- ---
XLocation and dimensions of all proposed
drainage andinfil tration systems
T///S /S NOT A S(/RV=V ALL PROPERTY L/NES/B�UJV�AR/ES HAVE < <' — --
BEEN DEMONSTRATED BY THE OWNERS) AND/OR THE/R AGENT(S). 'a'.'<'a'.'a'e'<' cmadcal Locaton,dmensons,surfaang materials,and
clearing limits of all proposed parking areas.
iN3TALLER MUST vERIPY THAT WATL'R LINE LOCATION AT TIME OF INSTALL MIEETS ALL COONS/SETBACKS >�>�>�>�>a>�>�>�/ -2Ikrchv X driveways,sidewalks,and road approaches
Sol
Y ><><><1,><fa><>
-IT IS THE RESPONSIBILITI/ OF OWNEIZ/REPREBENTiNO AGENT TO PRO VIpE TO ACME IN WRITING <.
ANY ANp ALL INFORMATION PERTINENT TO THE pEVELOPMENT OF SEPTIC FEASIBILITY ANO/OR �• ', �•V ����, rT ,.,,,., ^o�Uonof all proposed water,sewer,and utility
p ESIC3N INCLU�INO ALL GRAY/SLACK WATER STUB OUTS. UTILITY LOCATION 8,PROPERTY OIM EN SIGNS
DIM EN810N5, EASEMF-NT8, BVFFERS ANC SETBACKS REGIVIREp BV GOVERNING OR REGULATING ENTITIES LEGEND
ORV WEATHER INSTALLATION ANO SITE PREP REQ UIR ED. ACME DESIGN
^ PROTECT PRIMARY ANp RESERVE GRAINFIELD AREAS FROM ANY VEHICLE TRAFFIC.
NO FOUNpAT10N SPOILS OR BURNING ON ORAINFIELp AREAS. �DOIL LO{i
OUE T'O UNFORESEEN WATER TABLES,A CURTAIN GRAIN MAY BE REQL)IREp. --_. NO BUILD ZONE _—
pEPENpIN<3 UPON FINAL ELEVATIONS,A PUMP MAY BE FiEQUIREO. a CLEARING LIMITS DATE- 19 AUG 21
UIRECT ALL DOWNSPOUT/SV RFACE WATER AWAY FROM pF AI"FIELp AREAS. SLOW AREAS P.O. BOX 2954
IF OF LATERALS OR MODULES ARE DEPICTED,THEY ARE APPROXIMATE ANp MAY VARY, �/
PROVIpEO THEY REMAIN IN THE pELINEATEO OF AREA- $- <TREES>•T2"OIA NAME- SOUTHWIND CUSTOM HOMES SILVERDALE, WA.
^ALL WELLS WITHIN 100 FEET OF PROP.BOUNDARIES NAVE BEEN SHOWN (MOO• FOR CLASS-B WAIVER). f 8383
EXCEPT FOR THE pIBPERSAL COMPONENT,ALL SEPTIC COMPONENTS MUST BE WA-rEF3T1GHT TO SURFACE. Q =CLEAN OUT TAX ID- 12232-23-90023 ,7
WATER LINE MUST BE A MI NIMVM OF 10'FROM ANY SEPTIC COMPONENT.
MAINTAIN A MI NIM VM SO*SETBACK DOWNSLOF>e OF 1-PITS. MINIMUM OF 10,SETBACK UPSLOPE OF 1-vlTs. O =1250-GAL SEPTIC TANK
ED FINA ANp MULCH L =1250-GAL PUMP TANK STREET-DRAINFIELO COVER IMMEDIATELY UPON COMPLETION. 0 371 E GOOD PL
SE r�T' EL. 360-698-8488
�'OEPENpING ON THE.IVPE OF ATU USED,A TRASH TRAP MAY BE REQUIRED. IlYFO@ ACMESEPTIC.COM
LLP.TERALS MAY BE NO CLOSER THA 40 =SPLITTER SCALE: 1"=50' SITE PLAN
IF WATER ANp SEWER L,NEB CROSS, , NSTRU CTEp IAW STATE 8. COVNTY COC�E.
MASON COUNTY DCD PLANNING
SITE PLAN REQUIRED TO BE CN SITE _
C S UBJECTTOAPPR0%,AL
By NGE Date �0'��•`� 1J
a II I ==7 w..
�spo.�ia icy rWo'w cose w ice ry+a... ��� bX OUTLOOKERS
WHERE SHOWN ASPHALT COMP.SHINGLES
ON 154 FELT
METAL FASCIA GUTTER HEI&HT OP 5T .&TVPM a
SHIN&LE SIDING W E I=
HER SHOWN S _
2XB BARGE BOARD � TRIM I a FRONT
OR
W/IX2 TRIM ELEVATION
RECEIVED a ALL&ABLE ENDS
f
R FLOOR
DEC 21 2021 HORIZONTAL SIDING
U
- WHERE SHOWN
IX4 CORNER C E
V
615 W. Alder Street T,
n
PIN.PLR UPPER
- - - - - PLEX ROOM P.L. CIS 2
MAIN PLOOR P.L. `J
SING o ❑❑❑❑ Ell]❑❑❑❑❑❑ o z
NOTES. P ❑❑❑❑ ❑❑❑❑❑❑OF—] -
I. ALL WOOD EXPOSED TO WEATHER j
SHALL BE PRESSURE TREATED.PAINTED OR ____ ❑❑❑❑ ____ ❑❑❑❑❑❑❑❑ ___
CEDAR.
2.CAULK AND SEAL ALL WINDOW/DOOR PIN.PLR MAIN n❑ ❑❑��JI I�'J fIN.PLR.MAIN
AND EXTERIOR ENVELOPE PENETRATIONS.
5.GLAZING PER STATE ENERGY CODE.
OPTIONAL
4.SEPERATE PERMITS ARE REOUIRED STONE VENEER
FOR FENCES,PLUMBIN&,MECHANICAL, INSTALL PER MP&.
AND ELECTRICAL. SPECIFICATIONS
SQUARE FOOTA6E5 i
5.PROTECTION FROM DECAY IS REQUIRED FOR ALL FRONT ELEVATION "A" MAIN 10.9b
WOOD 51DIN&AND WALL FRAMING LESS THAN
2•ABOVE CONCRETE STEPS.PORCH SLABS, S 6ENCRAL NOTES SGALE� I/4• . I'-0' i�l�
PATIO SL A SEE BS,AND SIMILAR HORIZONTAL SURFACES UPPER
EXPOSED TO THE WEATHER
b.REFER TO ALL ELEVATIONS FOR TOTAL 2305
TYPICAL NOTES. 6ARACGE 694
T.5.S. .SAFETY SLA55 COVERED 186 0 Z
POII m 0
FLASHING NOTE ADDRESS NOre3
ADDRESS NUMBERS SHALL BE
APPROVED AC'
FLASHING
SHALL BE APPLIED SHINGLE FASHION IN SUCH A A MINIMUM 4"HIGH WITH A z
MINIMUM STROKE WIDTH OF 'i2"
MANNER TO PREVENT ENTRY OF WATER INTO THE
WALL CAVITY OR PENETRATION OF WATER INTO AND O OU D E GONT 511i. NG
THE BUILDING STRUCTURAL FRAMING COMPONENTS BAGKGROUNp PER IRG 519.1
THE FLASHING SHALL EXTEND TO THE SURFACE OF
THE EXTERIOR WALL FINISH.APPROVED CORROSION
A n�
RESISTANT FLSHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS,
1.EXTERIOR WINDOW AND DOOR OPENINGS.FLASHING AT EXTERIOR WINDOW
AND DOOR OPENINGS SHALL EXTEND TO THE 5URFAGE OF THE EXTERIOR
WALL FINISH OR TO THE WATER RESISTIVE BARRIER FOR SUBSEQUENT
DRAINAGE
2.AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
CONSTRUC C TION WITH FRAME OR STUCO WALLS
5.UNDER AND AT THE ENDS OF MASONRY,WOOD.OR PPf�R FLOOR P.A-
METAL COPINGS AND SILLS
4.CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM
5.WHERE EXTERIOR PORCHES,DEGK5,OR STAIRS ATTACH
TO A WALL OR FLOOR ASSEMBLY OF WOOD FRAME
CONSTRUCTION
C,AT WALL AND ROOF INTERSECTIONS -
. NEE KU
0
'f.AT BUILT IN GUTTERS m __ �
Oo`.e 01-2 -i6
rBvlg'Ong.
PIN.PLR.UPPER
MAIN PLOOR P.L.
�a
4 /ssJ is b� drOWn bbyy MWJ
� ehackacT by,
SHEET
PIN_PLR MAIN
REAR. ELEVATION
SEE GENERAL NOTES SCALE, 1/4•
I
^ aiw ro'�.n`goi�kny n a.:�•.'r`w.r�'...f I
asu � i
f
PP R FL90R P.L. _ _ _ _ _ _ � � •'
o
Q (5b)
pppp-
U
� z"+=
h1��11 i
FIN.FLR.UPPER 111 4 7
MAIN FLOOR P.L.
b
0
P
FIN.FLR.MAIN
RIGHT ELE�/?�TION q/
SEE GENERAL NOTES SGALG 1/4". P-O" ,,nn
ul
m0
� w
UPPER FLOOR P.L.
V
l
Q
O dats� 06-oH-is 'i
psrmlt� I
rovl�lOnh
FIN.FLR.UPPER,
MAIN FLOOR P.L.
O dro— MWJ
LFI�GICS '��
P
SHEEfJTj //�
/ f
FIN.FLR.MAIN
LEFT ELEVATION
SEE GENERAL NOTES
A
�endlOc�iean.I.,F.l[o:W raef4'Myon�s�t anx�.eing.
,V li,.No^.yr�ty. wt my son.. 3M3
52'-0•
I
r -1 r -1
I
L J L J
U
F'I-!• /I-!•- •4 elw etee. ry-!• rL u.tw W .
V
I I I I O
I L=__j COO
D✓ I I 4XI0 I I 1 4XI0 .� I I 4+! a c
DFM2r I---- ------- J 1 DF«2
L— ---------------- J
I GRAWLSPACM
_ I ILL�V za- e..we�eeLn:`o`TOP o".Ta. I
H?NIM=w,uNoen eeAAl`.°e II ,,_�, .� e .rarmAnon wALLFOIrmAnoN twLL a
X'� o•.T•CONT,
cant.roorlNe
I I
IV•0 (2) rrFICAL
I I i
—__---_----_
j I L_J 4XI0 L_J I
4X10 I e•xe'xaeeNeD I
-1 r ,DF+t2r 1 r J I Kt J
0 1 I ^ I
W I I ---------------- — ———— _J L_J L_J ,�.*_J I I eweaulrteo I
p < I I IL
I I I ,.
L_J , '�: i m O z
I " M
Ci
j ° � �,,. '4. "��• i i �ALL a„� I i? o (V �
0 I 1,•_,• - z
». r I d }
�I I I
I ® I I F— — —1 L—J L_J IIL—J L_�
Al 11
I I e I I p enL I I I I
I I I m I 1 0 I I I I I
I I I I
-- meeaxAe --- •t
I. L MATERIAL GAN BE USED FOR
ALL MUDSILLS
2.SETA DOODLE 2X SND BEHIND — —
EYERY 5THDI4 HOEDOWN GALLED OUT `j •O.H.ppOR % •Ie 4y/1 IN
ON THE FOUNDATION PLAN.SET HOLDOWN J
I/2"MINIMUM AWAY FROM WALL CORNERS. CD Q r I I A I L
9
WINDOW AND DOOR HEADERS.IT IS IMPORTANT ° --------—--——-------
THAT THE FOUNDATION CONTRACTOR HAS THE p -_ — dpLO. O6-0B-IS
MAIN FLOOR PLAN SHEET TO PROPERLY
LAYOUT HOLDOW15.
5.A M5T46 STRAP WITH(2)1/2'BOLTS INTO r1Yll101'1!.
THE FOUNDATION IS A PROPER FIX FOR
A M15PLAGEO 5THDI4 HOLOOWN. FI-2• ry-�•
NOTES. •v..r '^'`
RC C
9r.ALl DC 1 —i'RCATCD OR GCDAR.
PMOVOR I——DRAININ •LOW ro1NT
E.
90L1D OLOGIc1N6 UNOCR ALL[GA2iN6 WALLe.
XOFC ALL GOtIG.STOOPS AND/OR FAT.—
I/4'1 C FOOT AWAY I—OH pOO1W..Y5.
�7 DCARIN9 WALL ApOve dreWT1 MWJ
chscic� by.
FOUNDATION VENT CALCULATION 2'-4 y•-3" 4 2-4� 16'-5" 2-4� SHEET
1005 5QUARE FEET . 5.56
" 12'-O"
50O
6 VENTS REQUIRED
•SHEAR NOTE.
SEE SHEET LI FOR SHEAR WALL
LOCATIONS,SHEAR WALL
NAILING SCHEDULE,a DETAILS.
HOLDDOWN SCHEDULE
MARK HOLDOWN/ FASreNERS WOOD MEMBER ANCHOR
STRAP THIGKNE__.-.-GIES REQUIRED
T-I 5THD14/14 RJ 24-166 SINKERS (y 2X4/2 X6 STUDS
HF/5PF
T-2 MST45 (54)-16d (2)2X4/2X6 STUDS
HF SPF
A T-5 M5TA56 (26)-IOd (2)2X4/2 X6 STUDS
HF/SPF
T-4 M5TC4a55 (56)-IOd HP/SPF
T-5 HD-7B (5)-5/4" 5-1/2,MIN. 557"026(7/6•) POUN= ,AT1 ON PLAN
DF/SP MIN.24-1/11"
EMBEDMENT SEE bENERAL NOTES SCALE. 1/4•.1'-0•
_ �laka�er,
JM2 A
Imo'O"
VI
TOP OF WINDOWS
5046 KO
8OSO IDING 8060 X X SLOR. AT MAIN FLOOR
SLDR. DOOR TO BE AT 8'-0"
GLA
Q UNLESS OTHERWISE (n U
(5. ) NOTEp e
u� ru ro. PI-B' Fvro"
r--J �° /� L-- rl
w G19P. oW g �: 4 F i1 n m C/)
S
NOTES.
ALLIOR WARM FALLS ro x i KITGHE' ^ p n d I I W FOR ALL WALLS LE55 THAN S'-O•TO THE Z '
w«s
2 x b STUDS.IS•O.G.TYPICAL. I - W PROPERTY LI x RIOR I
ALL HEApE.Ci i BE♦ IO pM2 ^ 1
urge»NOTID orNeRWlse. U m
8�Z ZFW FILE NO.WP OIOq-FIRE TEST WP SSIO F+Y
-OVT MAT
-ADGgS r0 MArGN 2 x b (� ROOM _ NL R•l�Al-4'I,-4H.UL DE916N U909) (n
7 �II17� � � a
; GARPEr ID JF
ALL EXTGRIOR HEADERS—Talby UUy a
NSULATGp WITH R-10 N9ULATION PER w5ec f �• I +-0 h l 11 FOR ALL HEADERS. �• v
PnO,R YUNDOWl9 WITH OPERABLE OPENINFiS MORE I POST LOCATIONS,.SEE ��� _ - eLnae^'�^'ccnw
2•ABOVE THE FI�5�GRADE OR SURFACE I DINING S,lGT q-S I
BELOW,T,G WEST FA THE�LGAR OPENINb 1 N to _ Ions
SHALL BE 24• M ABOVE HG LOOR GXGGPTION9, LI ROOM m T•es.
PLLY OPEN INOOWS WHERE 4.5PHERE MAY NOT
^i'9 HROVSH OR WHERE FALL PROTECTION DEVICES f- '-b' O
ARE PROVIDED PER ASTM F 2090 OR R612.9 ••-2• n .
WALLS. oGKINb uNDeR ALL eeARINb I I I I 2ee0 x• ma
HAVE PIRG L_ J n OPNG. RAILIN. fr
SLOGKINb SeT✓!GN WALL 9T109 AND --
rERPa00F 9URRp1,S TO•,2'
FROM DRAIN. Nb.INGLUOINb � hWRO01'. m
Nvora WITHINN:u•or vRAIN. }� f� ,
SHALL x IS LIMITED HITI E bLA53. 9NONCR 6y F,�n 4 _FLOW TO 25 bALMIN.
ARRTHAN HGY,FM ME r -
Eco �e� AlAY ro+ snoorH wAu vel+*FIFE PANTRY m O W 0 m j
IF RUNS vo 'T excero 20 IN LeNb*H. 'LL1 ,p n n J1� LLLLa rHe MINI.,�M�I —
OIAMETER WI AMA WW ' ------ • u1
oM�TIDnN�AIAR-IO—...FOR ALL
TANKLESS RD Im 0
CO O NOT WATER m
c LEGEND. ,p �STgL � IW I sue• m � M•
BeARINb MALL N n NTNDUM " F'OYGR n mO
_ BeARINb ABOVE Y I f .5. O I� Z 7 \Ni7 O
FLvoR ul�Aeove t) GARAGElot
�. -, FOINr Logv ABOVe GONG }} y<• Ns. d O l �i POlvrc oAV 2650
Z d
e DE EGN n I �Wo -- d >
��reRGo re0
Fw O TG�:BACK-uP. r— L�Tp is O.H.
——— ewr FOHI ION l uK a n.ovR.Bove _ II a
0 `FeRR IR°ONc e1>xlve DeTxroR I IN wR1
ul.�aP 0,..ODOR 27•x56• n i ACce9s
III rul
— Iw uPRlbNr vo9lnoNy? I------i LL� II`Ns�vs�--�--
GARAGE NOTES. I III I IiN9• 'I I 0 BP A55
I. bA�IxI��T'�'R'cGl�l.'O"Ien1"`w.L. I 'Qo III I ro I � 0 G�ooR AD�R/LeX WRAP P09T5 AND pEAMS.
2.o"o�INAbTS ALL WARM WALLS ANv I III I _ _ _ - _ ROOM
RASE AND ReSIDENGE I I I j(,9080 O.H. 10'-0"GELLING m 9 S�i,ALL aE I-5%B•niNlwM rNIGK 50LI0 v+oov I I reeL OPTIONAL -
oR S wlrH SOLID oR HONeYCOMe Gone GARAGE DOOR I
oQ 20 MINure FIRe RArev EcuIPPeD WITH A I I BEDROOM
SELF GLOSINb pEVIGE.
4. WALLS OR GEILIN6�SEFI R TS THE R T5 TIDE FROM O
FI-2" 16080 O.N.GARAGE DOOR p
THE bARAbE SHALL BEONO.26 bASE SHEET STEEL AND a AVC NO OPENIN65 THG bARAGE
HEATING NOTES. O
SSdOtO� 06-08-13
permlGl
.AN9TALL PeR
sNRge ee PI-0• �_�•
.IH•PLATFORM I
F 2 LAYER5
9/+•PLYWOOD ngro •v.ro
(I LAYER IF PLATFORM
•ISCZ HEATUIb NOTES
lxALL Pt ors'.eURrlRS Ib 6050 XOX SLDR.
9ruru,e5 He•Mmlrvun PIG. (EGRE 5)
Aeove 9LAD. (S$
FIREPLACE NOTE.
O'CLEARANGG FIRGFLAGC W/
i VGNr
FACTORY MILT FIREFLAGE SHALL �oGkZ, MWJ
BG INST Al FGR MANIFAGTRGR'9 d
SFIX.IFICATI A L ND SHALL NAVG
APPRovAL ABeL gTrgGHeD �•_b^ 9'-O" b' �'-b" Ib•_O" �'-6" '-0' �'-9" '-3 6'-b" b'-b" SHEET
S/D•TYPE•X
TO ROOF SHEAT�HiN6
FIRrrPi.A`EPF Swve� Te'sri I2'-0" �I•_O•' 6'_O• 13•_O•• A
ien II. ei 5�•_�•
IrAxe `
FOR ux DuelNb n FIRsr Abe
•'+SHEAR NOTE. OF
SEE SHEET LI FOR SHEAR WALL
NAILING SCHEDULE,4 DETAILS.
HOLDDOWN SCHEDULE
MARK HOLDOY`Oy/ FASTENERS WOOD MEMBER ANGNOR
STRAP TNIGKNE55/SPECIES REMIRED
T-1 STH014/14 RJ 24 1f,4 51NKE (2)2X4/3X6 5TUDS
HF/SPF
T-2 MST45 (34)-Ibd (3J 3X4/2X6 STUDS
NF/SPF
T-3 MSTA36 (2b)-I0d (2)2X4/�X6 STUDS
HF/SPF
T-4 M5TG46133
(36)-IOd HF/SPF
T-3 HDIB3-I/2"MIN. 55TB,28 f7
/8")
DF/SP MIN.34-EDT/8"
EMBMENT I N FLOOR PLAN
SEE GENERAL NOTES SCALE, 1/4". 1'-O"
vwrn a e_ oN ul.o-oN�rwll rw.a.�..«c.o�..r
^c..�rtaning OW work ri»y�Pr.emu.erg.
•��cq� w•IYaly�vo'ratl N����e My
+ prMMOwnn �GenV'� �blrl a
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B-I 3-I/D"X I �� _ I oYµ
9
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M Y ��4XI0
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will I I I I I I I m 0
77, 11
1 ry
II I I I I I I 1 3 1 I I �I I I I I z <
L- -L- I- TPXI•2 O OF W
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DF. DF.2 � I�
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w
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-J
lbmomJ I _
NOTES. I 3 3
4x12
L exreRloR WARM wLs ro x I , - - 0
3 xx 6 5rUD5. b' GAL. vF•2 — — — _ 1 _4 4 —————— O
l
ADERS r0 x 4 X o DF.3 4X10 Q
WLL HE--NOTED OTNERWIx. DF.2
68-- 4 21'-/45" "L G.L.B. dais. OD-OD-IB
HEADERS To MATCH 3 x b
— —U 4xlo
psrmitt
w:u.
rNSLE,:reo woRMNenveRs�n+nTGxPeR wxc
rev s ons.
DF.2
FOR WINDOW5 WITH OPERA ELG OP2 1-5
MORC
rHAN 2"ABOVE THE GRADE O AGE
BELOW THE LOWEST PART OP THE CLEAR O .1-
9HALL B!34•MINIMUM ABOVE THE FLOOR.EXCEPTIONS.
FULLY OPEN WINDOWS WHERE A 4"SPHERE M Y NOT
PASS TNROWH OR WHERE FALL PROTECTION DEVICES
ARE PROVIDED PER ASTM F 2—OR R613.1
SOLID BLOGCING UNDER ALL BEARING
TUB/SHOYVER UNITS SHALL HAVE FIRE
RAiq.SIFts[OUIm9 .T3AND
TO dr.
hJy
�R�DRAIN GLAZINo,INGLVDING GhsGkp�{. MWJ
•T3'OF DRAIN.
SHALL BE SAFTLY GLAyy. sHowER
FLOW IS LIMrTED TO 35 GAI.MIN.
SHEET
IN
exHAusT FANS LARGER TH.,n socFM MAT x
GrEDO 4'SMOOTH WALLI,—NT P.PE
IA TEI WAIFM Xi1AR1 W TOF 1S9
F�uEi :.iiGAAF�Isc".NCI FOR ALL
LEGEND.
BEARING HALL
7] 1 ■ BEARING ABo,.E
F—L.-AeovE
D.�= PorNT LOAD A—
�— wLT N eL3 sums
O SMOrcE DETECTOR
INTERconracreD
ac sI. cK-uP.
Q ARnoN MONoxIDe DerecroR
vie Re SIB
• •..SHEAR NOTE, UPPER FLOOR
SEE SHEET LI FOR SHEAR WALL PR?.M I NG PL-AN
LOCATIONS,SHEAR WALL
NAILING SCHEDULE,0 DETAILS. SEE GENERAL NOTES SGALG. 1/4.. I'-O"
_e alI w�lw».'•�ea o w.+ Kwyo..�«w.any.
��e>pa"9„lallcy r`a e e eP u.y. .. rla
40'-O"OVERALL
Llrs or PORc«pELOW 6050 AO SLDR. v
OGRE ) TOP PI WINDOWS
4040 XO TO SE AT FLOOR
5LDR (S.G) TO BE AT 7
NOEo OTHEr
RWISE
T
w a
I Q o 4 I -OKr__uo slog n O Oba. MASTER
BEDROOM a x
aaELaw AN cA T T 0 h �8
® V® BCAMS A HEADERS. L
05T LOCATIONS.SEE
I
Sp SHEET A-T
�^ xTCRoor�l'
cARve DATM n� a CIE
4Q' o B•-lo n sa•TALL WALL ,p
� � YW y �•' W.✓b.GM � J
d) ❑ �FZ oFEN L Ns T ry J
LINEN O L _
2665
�� 0
F-71p n m
N j AS
BEDROOM
J1^ THREE --____--_-_� O Z
_gg�T ---------- ;�
AMNIPWr
iBOS
� ROOM nyl ry L-ps. u_ L i5„D„sEF F;w`oPERATINb o ry �-
1�1 o i NOTES iS mL ° OA G9EPFZOOM -A-E-INE-AG�.OENNTOSR`oAeee 3Ae�L o OPERADLE wlnbOYG Q /
x ax ERIOR ARM T of IWw -- W
I I�
HEADERS TD x, D U Y -
TED UNLESS NO OTHERWISEH DF.] DL
tl n
vY+LLgIT HEADERS TO MATCH 3 X 6 11 LI L
ALL ExTERIOR HEAVERS Musr ce ry L L)
NsuLAreV WIT«R-la NSUI.enoN PER wsec � I II I I
FOR WINDOWS W OPERABLE OPENINGS MORE O
A—THE Nls.�v BRAVE ors suRFACE
BELOW,THE LOWEST PART OFTHE CLEAR OPENING 1
SHALL BE 2 INIMUM ABOVE THE FLOOR.EXCEPTIONS. Q
WLLY OPEN W W5 WHERE A 4•SPHERE MAY NOT -
ARES TPROVR—PER A—F 30 OOR Rb13.BDEVIGES
20 20 O
LID BLocKINb UNDER eE—,— or WALL SEL PI 60 JCOX 5LDR. SIN LE J i
WALLS. (EG ) NUN ALL
0
TU651WYER UNITS SHALL HAVE FIRE
l
BL���TNW� OTUD5 AND
INE aF WALL 9.
FROM GRAIN. AZINb.INGLVDINb
SHALL BE SAPTEY bLA55��5HONrER
Plow Is uM1TEv TO 2.bALmw. psrmlit,Ob-05-15
EXHAUST PANS LARGER THAN SOCFM MAY BE
rsvlsions
L.�eNT PIPe
�o riT a taco�o�LENbTH.
�w wlrX IZE of FLEX W 1
v1AMETER w1�H A MAxIMUM RUH o�'s'
coMBnnoN Al.REau1REv FDR ALL
FUEL dwtwNb APPunNccs II'-2" -2"
LEGEND.
� BEARINb WALL 13'-4" 14'-2" 12'-b"
�L= EEARINb ABOVE 40'-0"OVERALL
_ _ •Coors LINE A— �J
ADD'yi POINr LOAD ABove p MWJ
hSGICOQ Ik;y:
HUTIPLEw.roNOS
SHEET
o sMo a DE EGTOR
r�rER�Yoe�wlGe+�iP. /J�`
PER IRC 51♦
0 �ARBON MONOxIVE verecroR OF , `'�f�•�//
•SHEAR NOTE,
SEE SHEET LI FOR SHEAR WALL
NAILING SCHEDULE,t DETAILS.
HOLDDOWN SCHEDULE
MARK HOLDOWW FASTENERS WOOD MEMBER ANCHOR
STRAP THICKNESS/SPECIES REGM)IReD
T-I 5TH014/14 RJ 24-16d SINKER (F1F2)/S 2PFX4/2x6 STUOS
T-2 MST46 (34)-Ibd (2)2X4/2X6 5T1DS
MF/SPF
T-3 M5TA36 (26)-IOd (2)2X4/2X6 STUDS
HP/SPF
49 T-4 M5TC4653 (30)-IOd HF/SPF
T-5 HD715 (3)-3/4" 3-I/2"MIN. 55TB26 C1/5")
D p MIN.24-7/6"
EMBEDMENT UPPER FLOOR PL?.
SCE bENERAL NOTI!5 SCALE. 1/4" • 1'-0"
t
'VI'fi.P�pilrey rat !ee Illy�tx bl�
DS vI
PRE.MFG.
TRUSSES
• O.G. w 2 TYPICAL
RB-I 3-I/H" L-I GE DE
X (�
5:12 � 5:12 4•G.L.B. TYP.
24F-V4 ' QI � fT� 2
H
O r
O. U Z,
FIREPLACE OF IT!
NO OVERHANGS
NO VENTED 4
BIRD BLOCKS
AT ROOF- pp
_ INSTALL(1)AF5O
VENT AT F.P.ROOF
.i" vwT 2X4 HF!!2 RAFTERS
•24.O.G.
Sl2 L 0
LL
EAVE PROTECTION PER IRG R3O2.1 .00� .00n "-.»wr.i .�= .oar
S I Ago n/w o ono � d Arlo �R
IF EAVES ARE THIN 5'OF THE PROPERTY xLL 'Y`P XLL E WI A
LINE,THEN A ONE HOUR FIRE RESISTANCE QD
RATING D REOM KlR IF THERE LLLLLL . _mil\{`//jl
ARE S..1 BLOCKING VENTS OR GABLE D RIDGE
NO VENTS,
IF THERE IS SOLID BLOCKING AND
NO VENTS.THEN THE FIRE RESISTANCE RATING
GAN BE REpt1GED TO ZERO HOURS. AA
L L s:12 cL
NE PERP AN m. I ((O 0 w u (Y
3 00. tt
6•. ..eNr r
voo. 5.12 5rl
P2 4X5 z
IRDEIt
LL 0 — TRU tlj� DF!!2
L d >
ONE HOUR EAVE DETAIL!IF PLAN lze U,RES) ry 4XH `
5:12 "2 A w
22•neo•If i PRE.MFG. ES
en � •24"O.G. W s'T
ROOF FRAMING NOTES ❑
RAFTER TAILS To HATC.2— W pS o_
nis�s ons sNALL x ENSINEERED Srl2 2_ vF'r
w.wPAcn�RER5:12 5:12 5,12 5.12
oi+�iess NoreD or«eRwlse ,q 0
PRE.MFG.TRUSSES `� PRE.MFGL TRUSSES
Roof oveRHANb SHALL x Ir u.No. a 24"o.e. .2
4"O 0
De 4
3K6 wIRFRnr-riNs d.tOr P.
TRUSSES TO D5 06-OH-IS
tr
— —A.—eELow ALLOW FOR r•vlslon•:
GIRDER FLOOR
p Ds Dow+�sdir TRUSS-SEE SHEET
A-5
TRU=A NOTE ROOF JACKS
•24"O.G.
ALL TRUSSES 3Hn.LL HAVE.
I. STRESS�iAtwPED BY ADSi,aiE �
REbleTERED ENGINEER.
3.NIANIPAGNRED TRU53e9.ON PRE
S.GRACED TO MANfAGTURIR'S bbyy
s.GTRE=LYSIS AND DETAILS ch•cK•dr Mvv�
DEPT�Be SUBMITTED TO GUILDINb �:
FOR APPROVAL AND SHALL
'TE POR�'""'G SHEET
3.TRUSBEG:�-L NOT FIELD ALTERED
wITHOur PR OR ILOINb DEPART*+eNr
APPROVAL R ENbINEERING
G.l TONB.
6.ALL _ENALL HAVE 9rMPSON
H-I G'IPS AT EN Y+NE
ARE ARALPl TO WALL.USE 91 SPSON
AT
CLI—AT NON-CeAR 6 WALLS
ROOF VENTING CALCULATION-PER 2O15 IRG R8O6.2 �.VI
OVER UPPER FLOOR
1251 SOFT AREA =4.27 SaFT REQUIREC,
300
(4.27)X(5OR5)= 2.14 SOFT MIN.REQUIRED AT EAVES
TYPIC RU B K AL T55 LOC HAS(4)2 mC ED SREEN HOLES
PROVIDING 6.25 So. IN.(.044 SQFT)PER BLOCK.
APPROXIMATELY 20 VENTED BLOCKS= .HH SOFT PROVIDED
PROVIDE 4 AP50 VENTS AT EAVE LINE. 1.56 SOFT PROVIDED
(4.27)X(50%)- 2.14 SOFT MIN.REQUIRED WITHIN 3'OF THE RIPC5E-
Ar5O ROOF JACK VENTS= .54 SOFT EACH VENT
PROVIDE 7 AF5O VENTS- 2.55 SOFT PROVIDED
TOTAL VENT AREA PROVIDED= 4.62 50 FT
ROOF FRAaMING PLAN
DEE GENERAL NOTED DGALE: 1/4"
t.1«eepw�.dl�eyiy [rQv cwt[te--yy
e 3� 04. 91! Reyl
_ _ VPPER FLOOR P
DEDROOM MASTER
Tv4o DEDROOM
m
PIN.PLR UTO!
0 -77 H W
MAIN PIAOR W.L.
E
KITGNCN DINING RE AT
ROOM ROOM
Lu
FIN.PLR.MAIN
Ell Ili 111
SECTION A-A
SEE GENERAL NOTES SCALE: 1/4" . I'-0"
� d
m0
. zd
J W
2015 1NA5HINGTON STATE ENERGY GODS a ul
CLIMATE ZONE 5 AND MARINE 4
R=TT-
030 NR p- [mI�.� FEET
V
HVAG: LIGHTING REQUIREMENTS: o
��TwOR�Noi�o eaFT ANv boo bFr SBCTWN 404-ISUV ICA.POreR.LI6 MN&SYSTEMS Q
�� GREDIT(Sl
404J A*�lar L A mhYnm o/73 perunt oI all date O6-OB-IS
MNrrlw Mall be N eftKocy I�rnMt'es.$se note on elec.plgl Parmlt:
rOVI910n8:
IA EFFIGENT BUILDING ENVELOPE VENTILATION:
W WINDOS WITH A U-VALUE OF.25 0.5 M19073 INTERMITTENTLYOPERATIN&VENTILATION SYSTEMS.
R-3H FLOOR INSVLATION THE DELIVERED VENTILATION RATE FOR INTERMITTENTLY
OPERATING VENTILATION SYSTEMS SHALL BE THE
COMBINATION OF ITS 3A HIGH EFFICIENCY HVAG EQVIPMENT DELIVERED CAPACITY FROM TABLE
M190733(1),AND ITS VENTILATION EFFECTIVENESS AND DAILY
GAS FIRED FURNACE WITH A I.O FRACTIONAL OPERATION TIME FROM TABLE M150739(2)
MINIMUM AFJE OF 44%
AIR INFILTRATION:
SA EFFIG TENT WATER HEATING BUILDING AIR LEAKAGE TEST 15 REQUIRED PER drawn bye MWJ
0s WSEG R402.4.1.2 chsck:n by.
ALL SHOWERHEAD AND KITCHEN SINK FAUGET5 MECHANICAL DUCTS ARE REQUIRED TO BE SEAL TESTED SHEET
INSTALLED IN T H HE HOUSE SHALL BE RATED AT IN ACCORDANCE WITH WSEG" 3.10.3 AND 601.1
I.TS GPM OR LESS.ALL OTHER LAVATORY FAUCETS
MUST BE RATED AT I.O GPM OR LESS DUCT INSULATION PER 2015 W5EG R4c5.2.1
O EFFICIENT WATER HEATING DUCT LEAKAGE TESTING PER 2015 W5EG R403.2.2
D
WATER HEATING TO BE GAS FIRED WITH A PEN 3,OF OF T CERTIFIC Q ATE IS REQUIRED TO POSTED
A MINIMUM EF OF 0.4I WITHIN 3' THE ELECTRICAL PANEL TO CONTAIN
IN THE
HOMES R-VALUES,UT RESULTS FROM DUCT SYSTEM
AIR LEAKAGE,RESULTS
S FROM BUILDING ENVELOPE AIR
LEAKAGE TESTING(BLOWER DOOR TEST)AND TYPE5 AND
EFFICIENCIES OF HEATING,COOLING,AND SERV W R ICE ATE
HEATING EQUIPMENT PER WSEG R401.3
HEADERS ARE REQUIRED TO BE INSULATED WITH A MINIMUM
OF R-10 INSULATION.
I
CORNERS OF EXTERIOR STUD WALLS ARE REQUIRED TO BE
FULLY INSULATED.
THE EXTERIOR THERMAL ENVELOPE IS REQUIRED TO CONTAIN
A CONTINUOUS AIR BARRIER PER TABLE R402.4.1
_ FeR PLAN
SHE?.R ^ALL SCHEDULE
rGR 7013 IBC »"
h •e..Pe..r o�..x.
5@ PI./AN5 TO OETEi W TIE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS.
NAILIN5,ANCHOR BOLTS,ANO HOLDOY G LOCATE NOLPOY'16 AS CLOSE AS POSSIO.E TO rHE ENO
OF THE DESIGNATED WALL.
ALL HOLDOvfY.ANCHOR BOLTS,WASTERS.T NALS IN CONTACT WTN P.T.W'.YJD TO BE •I �•
NOT DIPPED GALVANIZED_
M ONE SIDE PLYVIOOD .I I•
P2 a TWO SIDES RYWOOD .I NT
NNIARI. Tom, HALL SPAGM6 SILL SAW BASE HEM FIR x2 •I I• ►nm.uv xs
TOP T BLK . PLATE SIMP".AN SAL. RATE VM1E
PL W. EO16E5 FIELD PLATES REOD. �•T5 ANCHORS NAILING (NF)
MI. Si 6- 12 6' 16'OZ. 2x4 5/6.O 46' O 46-1 ENDS (2)Wd R 10' 240 m� a•
f
P-4- Dd 4' 12' 4' 16'OZ. 2.4 xwTB'O 32• O 30'4 ENDS (2)Ibd O T' 9M leS ryy
P-3••• 6d 3- 12- S' 14'OZ. 21 2x4/6 5A'O 21' •24'T ENDS (W Wd O Y 45p Ir e•. L
P-2'•• Sd 2- 12- 2- 12-OZ. 2x4/6 S/4.O 21' O ID'T E/DS (2)16d 0 5- 565 w.�o-.• f 1 -_
P2-6'•• Sd 6' 12' 6' D'O.G. 2x4/6 SHD'O 21' WA (2)WOO 5- 450 Mn Sr r4R 0 6 pt (r/T^]� \•/
f3)16d O 5- TOO �••M w P2-{'•• ad 1' 12' 4' S'OO. Z 2x4M 3/1•120• WA
P2-5'•• 6J 3- 12• T D'OL. 2x4A6 3/4•• W WA (f)16O•S 400 ROOF 3Hre-HAIt
LL G
P2-2'•• ad 2- 12- 2' S'OZ. 2x4/6 3/4'O 12• WA (4)16d•4- INTO eo y_ F�1 z
—NOTE,WALL$WTH WIT SMEAR OF 3506i1t.OR 6REATER SMALL NAVE FRAMING eLNATteN View i e��i vCNr O ~ y
HOLE•!(RIP DLK'OJ 1•F)
HER Ev, f 15 AN T MATES)"NS-2 AMfIN6 PANTS NOT LESS THAN 3x tEIEBLa OR(2)2%hE"BERS 001�1�ol• (�
PER IBC 2015 ANY)SOPN"r2O15
PER SPECIAL DESIGN PNROVISION5 FOR WIND AND 5EI9MIG,CHAPTER '"xI'•' 24A0 • +y (1 �'N
4.3.7.1 04 EXPEGTION;(2)2X MEMBERS ARE OK IN LIEU OF 3X Sic ArHIHe PGR gHEAR v
MMBERS •Setx4-e
5TITGH NAIL DOUBLE STUDS AND PLATES TOGETHER WITH Z
E •t
Ibd NAILS• 12"O.G.STAGERRED ON THE STUD FADE e'1'�1e e� 2xti TVD wy_L i 3
VIGw OF e' 'G' V)
GOHGRlri 9TlI-I WALL 7�t
I. USE P R-DRIVEN STEEL STUD5 AND NAILS BY H1LiY OR RAM5ET WBE APPLICABLE. @ L C R. LL-mTRAINT PANEL a T'-I-.SHEARINALL TO ROOF _
2.R BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. L-I xA�e L-1 GONNEGTION NO SCALE
YNOOD MAY
3.SOLID BLCKK HITH JOIST WDER INTERIOR SHEAR WALLS, s
SHEAR WALL NOTE5
T/16'OSS OR RYNO00 SIEATIM145-U5E Sd COMMON OR GALVANIZED NAILS.B1LY.K ALL PANEL
EDGES.LON5 DINEN5IONS OF PLYH MAY BE INSTALLED VERTICALLY.NAIL•12-Or TO ALL
INTEFOAMATE STUDS.WERE 3'NAIL SPACING 15 5PLLIFIED AT PANEL EDGE5.USE-I/2'6d
SHORT WAILS OR 3X ST WTM Sd ZOWION NAILS. FOR 2'NAIL SPA6IN6,USE SX STLOS
AND STA66ER PANELS. WERE RYWOOD 15 2 SIDES OP NA.L,JOINTS TO FALL ON
WARATE STUV5 ON EACH SIDE.
FLOOR PLYWOOD-USE 5d GOHfTON NAILS O 10'O.G.AT INTERMEDIATE SLIPPORT5.6'OL.
AT ALL PANEL EDGES ANO 4'OZ.AT ALL SHEAR WALLS,UIESS OTTERY45E SHOWN ON PLANS.
FLOOR JOISTS-J T PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL.BE
CROSS BLOCKED AT 46'O.G.O EDGES W(4)IOd NAIL5 FOR THE FIRST BAY.
3',3' x V4•S )ARE HASHERS AT ALL ANGgR BOLTS.PLATE WASHERS TO BE INSTATED W THN
IR'OF SHEATNN6
TAG'056 OR RYN SHEATNIN6-STAPLE SCNCOLLE
ALLOWABLE SHEAR VALUES NTH WH FIR 42 STUDS
2-16&A.STAPLES O 15 6A STARES• 14 GA STAPLE
O 3'OL.-250+/' 4'OO.-260•/R. 4'OL.-309M/Nt. Z
2-OL.-360x/It. 2-1l'OL.-4"At. 3'
AND OL.-340yNt.
fj
4.04.A IOd NAIL5 2'or -50N/It. 1� O
O 6'04.-6204/Tt.
FIELD SPACIN05�12-OL.NALS T STAPLES. \ 1
• NOLVOYt15-INSTALL 50PSON HOLVOINNS OR EOIIVALENT AT THE ENV OF SHEAR HALLS r
WEN SHOWN ON VRAHN65. TO ATTACH USE 2X OR 3X HIP 112 COW TRICTION GRAVES AS
SHEAR HALL BOUOAZY ELB-ENTS. HOLDOWJS ARE ONLY RE,A)IRED WERE SNOYN ON RATS.
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wrvy ai etn,an,e. .'PLATE YIA51HER5 a 46'oz.NO
etc..�tanw�to W.o.t Mon Pa/e�]
FROM EA END SILLOCORNER MINT, GENERAL NOTESGIATES
END,OPENING ETC. l'MIN.
I
EMBEDMENT IMO GONG.EXCEPT e.etpmwaq ror uv port m.«tey w"e. SHEAR WALLS-SEE$TEAR WALL I.All canstrUUlon perap�IkCbla codes orld ordWmceS.
NAILING 5C,IEDLLE. 2015 IRG,IBG.-2015=515 N6TON STATE ENERGY CODE
ROOFING MATERIAL 2.P.T.SILL
FINISH PER ELEVATION 2.VBWFy all dlme 1y on job site.Briny dlscrepa ias
DIN 1/16,055 SOLID COX 24 PLYWOOD to the att—tl-of Owner py/ar pesly:er.
SHEATHING;8d a b'OO.EDGE 103/4"
8a a 1Y O.G.FIELD 3.Owner'"IF-1
ill verlf Inds"5Iz all mcn/factu r(s)with
(lA6'OSB ACx PLYWD•EVES) = a4 REBAR a 16'OC.HORIZONTAL Fraser before start d c try tlon.
24'CARDBOARD BAFFLE MIN.I6"UOERLAYMEL I
ALLOW FOR i'AIR SPADE NAIL b"EDGE.12"FIELD 4.One Ind— bedroom sholl meet ess code.
MIN.E%TQdJ 12'ABOVE WITH 6d NAILS,UN O. Per �J-
INSULATION.
-aX 3/a��
M REBAR•46•O.G.VERTICAL 5.Skyllcft ylozlrK)per 2015 IBC.
HANDRAIL. Q 6.T——Facturer sh 11 supply ehop ci, mir HVIe c0 Or
_Z GRIP 14'-2'a I" ad framer to revbw ad approve before Iat'Irlcati-
pRO.EGTION FROM 5'MIN.
SOLID-._.THING F WALL NO Legg NOTING -P. 1.Owner will verify.10arlcal ad heat layouts with
OR COX PLYWp. - THAN Ilg'. Installer before Mtallotlan.
WHERE EXPOSED ry •4 REBAR
TO WEATHER — H.J.BAR B.lMaer'aa11t Pp 011.1 bble IMg.(a a ra blTJU undersoor
I bea-IrKJ parallel wa11e.
TOP PL. I l 1 ALL FOOTINGS TO BEAR ON 9.TJI pprrodlcte to be Mtalled 1 I I I BEARING SOIL mstanatlon Ido ad mrnrFcwtu-erb
IX FASCIA BID. I I I 91J `' ep
GU METAL OPEN RAIL: 1 I I I IO.All metal canectla-to treoted wood 0.11 ba at a
GUTTER APFT:o CTu TiRS SE BEARING OPEN SPADE BETYE@l
MANIFAGTURER5 SEAL. PICKETS SHALL BE I I I I I mmWlum;trl le zinc ZMAX(GIGS per ASTM A653);Hot Dlp
SEE R ROOF Fp MIND PLAN L�THAN 4•CLEAR I 1 1 I e STD. FOUNDATION DETAIL Golvanze Me
A123 for comectas ad ASTH153 For
I Fasteners and anchors.
HANGER GI WALE:NTA Pee IRE R409.13 4 R405JD.1
INSULATE PER WSEG y / U All bathroom fare,kitchen hood, Id dyer aecte shall be _
2X BIRD BLK'G.W/ 1 1 y ouyh
fA exhausted throw the attla to the roof or tM the C/�
2'$GREENED VENT 1 I J floor system to m outside wall. AlI Na11 dKts shall
HOLES WITH I/4' m I/ / terminate at least 36'Fraxn a Nird w Opening. Ir�..'+.,41
W
CORRP5ION RESISTANT LIVING AREA y/y SHEARALL PER P AN `J F
METAL MESH COVERING FQ-�: V
FIRE BLOCK ALL VERTICAL / O CLIMATIC AND GEOGRAPHIC V W
OPENING5 IN WALL5 AT 2X4 STOP DOUBLE STUD O EA Ht11F1
3-2x12 STRAP EDGE DESIGN CRITERIA: O
RATES AND FLOORS STRINGERS Q 1'4 O Y
TileSHTG. CIS
2-2X HEADER W RIM JOIST TERMITE: SLIGHT TO MODERATE
= MST4B,O CENTERLINE DECAY: SL16HfT TO MODERATE
RIM JOIST WINTER DE51CM TEMP: Il'
BOOR JOIST 2x4 BLOCKING Z
(FIRESTOP) IGESHIELD REQUIRED: NO xV/
ENGINEERED PLAN/OR 2X TRUSSES.MISTS
SIZE AND PONY WALL FLOOD HAZARDS: 2003 IA92 FIRM
SPACING PER PLAN OR 2%JOISTS 1 (2)2X4'S a 16'O.G. �I
FIN.F_LR. OR(U 2X6 a 16"0.G. LOOK J015T AIR FREEZING INDEX: 250
FiREBLOCK STAIRS, \ FIREBLOCK5 �O MIN.-7/16"PANEL SHTGER PLAN MEAN ANNUAL TEMP: 50 Zy Z
ONCE IN TOP!BOTTOM BLOCKED EDGES
TOP PL. OF ALONG
BETWEEN STRINGERS \ ade 2"O.G.INEFVELD
ES
!ALOHC WA1 BETWEEN STUDS
OR SHEARWALL NAILINDESIGN DATA:
USABLE SPACE UNDER STAIRS \ PER PLAN
TO BE I Het FIRE GONSTRUr TION
(2)2x TOP PLATE,LAP CORNERS, AT6STAR CEILING (TYb LAYERS \ ROOF DL 15a/5Fro�KOFFSET END JOINTS BY 40' TOTAL 40e/5F
HOEDOWN PERGYPSUM WALLBOARD,TYP. 5HEARetALL5GHED. FLOOR LOADS: LL 40e/5F
Nis'056.OR PLYWD.SHEATHING. NV PVA VAPOR BARRIER a WALLS GRA L IOe/5F
NAIL 6'EDGE,12'FIELD WITH Da AND CEILINGS STAIR NOTES: $< TOTAL 50a/5F
NAILS UNLESS NOTED OTHERWISE X
STAIR DETAIL - TYPICAL RISER HEIGHT = T-3/4"MAX. a m DECK LOADS, �60+�TREAD DEPTH = 10"MIN. TOTAL l0e/gF lu
2x STAY.16'O.G.TYP.
LIVING AREA xAL :NT3. DETAIL
SOIL 1510 P5F MINIMUM
FIRE BLOCK ALL VERTICAL e TYPICAL PONY WALL DETAIL J
OPENING$IN WALL5 AT G Iso,tee CONCRETE. 25 SACK MISAFTER 28 DAYS J
RATES AND FLOORS
-3000 PSI FOR EXTERIOR FOUNDATION
WALLS,PORCHES,STEPS,AND OR
GARAGE SLABS-AIR ENTRAINMENT
15 BETWEEN 5-7%(TABLE 402.2 IRC)
x 10'ANCHOR BOLT'o 3'NO L 5
SIDING,SEE RAN FOR TYPE •ATE WASHERS a a8'AN NO LE55 MASONRY: PER 2015 IBC
THAN I !NO MORE nIP.N 12'
FROM A.END SILL CORNER JOINT,
END,OPENING ETC. l'MIN GARAGE 5TE33: PER 2015 IBC(GRADE 60) L
EMBEDMENT INTO GONG.AR HA e
SHEAR WALLS-SEE SHEAR WALL WOOD, PER 2015 IBC
NAILING SU-DVLE. NAILING, PER 2015 IRC NAILING PER TABLE /r
TOP FLANGE JOIST R60230U,R802.10
HANGER PER PLAN WIND' 65 MPH
2,BOTTOM PLATE Ai'i{6 PLYWOOD SUB-FLOOR
SE15hAG. SEE CALG.LATION PACKET
21 P.T.SILL (GLUED!NAILED)NAIL 6'EDGE, INSULATE PER WSEC.,
12'FIELD W/ICd NAILS, SOLID BLOCKING e
WEATHERING POTENTIAL,MODERATE pate: 01-21-I6
FIN,FLR. BPI.KAU ABOVE TYP.
�_— — — 4'GONG.SLAB ON porTnik:
4'0 TIGHTLINE.P051TVE FROST LINE: 16" revblay:
DRAIN D.S.. STORM SYSTEM r d .eel 4'GRANA.AR BED .ell 4F.BEAML DCUGLA 45 S FIR e2
FIN.GRADE TO SLOPE 2j - < 6'BFi1M: Fv=85
N'JAY FROM BUILDING
E= FIR#IbOO200
4'POST: DCUGLAS FIR 42
F \ \ 48"MAX. BI61ND Jolsrs,512E AND155
GRAALSPAGE �`"`°G PER PLAN' 6"f�T' fv-
ry �\ UNBALANCED E=1-11000 5-5�
(TALLER WALLS PER RAlJ) SEE FOUNDATION PLAN
\ FOR BEAM SIZE! JOISTS t RAFTERS HEM FIR a2
\ P05T SIZE/SPACING 2x4 GUSSET F-A.51DE i STUD$: f =85
fb=-40 PSI00 prawn b{ RO
REBAR/ R �TAIL ON N PLACEMENT
901r FELT 51MIf SON'HGAMIO GLU-LAM BEAM5:E a I,300p00 eheekeet lJy:
P05T TO GONG. SHEET
iv=165 psi
n fb=2,� �atop by sl:e
Z} 6 MIL.POLY VAPOR BARRIER
d E=1000.000 psi
m ALL BE TIEDI NPLA1lENT NOTE
W PERF.FOOTING DRAIN TILE V MUST O RED IN RAGE LUMBAR ONr FROM THE ABOVE
W CLOTH COVER!6RANAAR FOR FOUNDATION INSPECITON LUMBER GRADES WILL BE
B COVER AS REQV Y SOIL
NOTED ON THE PLANS.
CONDITIONS SEE FOUNDAT ON PLAN SEE FOUNDATION PLAN
FOR FTC./FON.SIZE FOR PAD SIZE L 51.BPLOOR:
ALL FOOnHCf TO BEAR ON ALL FOOTING5 TO BEAR ON TlG PLYWOOD OR OraB APA RATED
BEARING SOIL BEARING 501L STLRD-1-FLOOR 1&'O.G.,3/4'
WALL 4 ROOF SHEATHING:
APA RATED SHEATING 24/16 1/16•
TYPICAL WALL SECTIONS FOOTING FOR,
I 8•WALL-IB'x 12'FOOTING
5"BELOW
GI SCALE.NT3. a4 STAB STEEL-48'oz.VERT.
UA-E%NOTED OTHERWISE