HomeMy WebLinkAboutPermit File 1518 Latitude Circle (2) mn
LOT 15
`
1( I SSMH I LANDED GENTRY
iHOMES AND COMMUNITIES
2213 —
1 Ex1sT 195.3 GENERAL NOTES
GRADE :_� EXIST OWNER:
1 GRADE LANDED GENTRY
f 1 - = 504 E. FAIRHAVEN
SD ( BURLINGTON, WA
1 98233
/ 1-(360)-755-9021
/ SS BUILDING:
j4,1LOWER LEVEL AREA- 1,402 SF
196.9 UPPER LEVEL AREA- 896 SF
WM EXIST TOTAL LIVING AREA- 2,289 SF
GRADE
f` 8 S g5, GARAGE - 433 SF
41.
wM S1 TETI°'°PICAL
ZONING.R2 RESIDENTIAL LOW DINSITY
O
SEAL SETBACKS IN COMPLIANCE
WITH CITY GUIDLINES
7.5', EAST, SIDE YARD � . ��' `"
SIDEYARDS MIN 5, 15' COMBINED
4p,21 REAR YARD MIN 30'
p / BUILDING SETBACK - LOT LINE FRONT YARD MIN to; 20 GARAGE
CIA
HEIGHT.
j LOT IF'�NE & 6 66'o i(--� <,,, � PROPOSED:UNDERMAX ALLOWED:
194.7 RIGHT-OF-WAY / yA PROPOSED 4 SCH 40 �� .
'� PVC DRAIN LINE 1 � . ,' PARKING:
/ EXIST LINE DRAIN 00£ 2 W GARAGE, 2 /N DRIVEWAY
,.� GRADE � -' t 192.1 m �a��sPour .00°o�
EXIST „ _ �(
� � / �/ GRADE � � " a ,� f� � � � ��5 OOf
10 UTILITY � . .. 1
BACK OF SIDEWALK SD �� EASEMENT j "'��"" .�
� n __ter LOT COVERAGE
CURB "GUTTER oz LINE 1 ( BUILDING AREA:
z 2,120 S.F.
¢� �♦ DRIVEWAYOT(( v
GARAGE ( L 8,092ES.F.
E i SS11
°" �� ( 30' SOUTH REAR YARD
PERCENT COVERAGE.°
ss BUILDING SETBACK 2,120 / 8,092 = 26.27.
�♦
MAXIMUM ALLOWED: 37.5%
f
e 1( IMPER VIOUS CO VERA GE
I
( BUILDING: 1,835 S.F.
%SDCB 189.3 STEPS/WALKWAY. 71 SF
EXIST o "� ( N PORCH: 133 S.F°
GRADE , �n ( DRIVEPA WAY.° S.F.649S.
a ( 1 TOTAL 2,841 S.F.
�1lAU, i
- s
LOT AREA:
PROP. 4" SS °� i PORCH 1 8,092 S.F.
I SERVICE LINE 55 ;iL0 ( � PERCENT COVERAGE:
1 1 ( j 0 2,841 / 8,092 = 35.1%
I 1 LOT LINE & PLAT BOUNDARY MAXIMUM ALLOWED: 48.0%
Zf*00
LOT LINE
I s N , ( PROP. 4" SS
i I SERVICE LINE
i ( 20', NORTH, FRONT YARD
( GARAGE SETBACK COVERED N
PATIO 100 JUL 2
LU Z
_ W z O
I
Lu
101,l NORTH, FRONT YARD 00�' I oo w ® ® ® ® ® ® w - (� Z Z in R GRAPHIC SCALE
HO� SE SETBACK LINE I t 0°� so ■r
L 00'L 1 ® _j it a
U � p aZ)
co to z 0 ( IN FEET
I OI= I LL O o Horiz. Scale: 1 Inch = 6 Feet
PROPOSED 4" SCH 40 PVC DRAIN LINE I u Q �, cc o
fr
L
! _ o 48 NORTH
J J
— ,16-96 --� tiL d� �S z LL m CAMPBELL, 2-CAR LEFT
S£ d� O
�-- I 182.E - DG'DOd .�.� > oz
EXIST 7.5% WEST, SIDE YARD d ° w
GRADE - 189.2 0 a- 3 m
BUILDING SETBACK EXIST a a SITE PLAN
GRADE
LOT LINE LOT
1518 LATITUDE CIRCLE
` I ANACORTES, WA
PRIVATE 20' SHARED
ACCESS & UTILITY
EASMENT AF#201702240096
1
I jog No: PLAT OF "48 NORTH"
I DESIGNED: LG
I LOT 17 DRAWN
DATE: 06/16/2017
SHEET
1 of 1
I °
°
! I SSMH I 11
LANDED GENTRY
r
HOMES AND COMMLiNITIES
°
�
221.3 EXIST �., 195.3 GENERAL NOTES
I GRADE EXIST OWNER:
GRADE LANDED GENTRY
504 E. FAIRHAVEN
I BURLINGTON, WA
- �• I � � � 98233
/ 1 1—(360)-755-9021
/ SS ;
" BUILDING.
PROPOSED PERIMETER ��'°� LOWER LEVEL AREA— 1,402 SF
196 9L `
/WM EXIST '" CONSTRUCTION FENCE ° UPPER LEVEL AREA— 896 SF
GRADE / PER BMP C103 TOTAL LIVING AREA 2,289 SF
8 g5' - _r GARAGE — 433 SF
m.
8
WM 1 INLET PROTECTION 1.9 SITTYPICAL
P
C 1 AL
. ,
` l=s PER CO, BLOCK & ,
GRAVE ZONING.
GRAVEL
- R2 — RESIDENTIAL LOW DINSITY
�A, 197.4 TG I
PROP YD� LOT LINE SETBACKS.
-� ALL SETBACKS IN COMPLIANCE
j �O' F WITH CITY GUIDLINES
7.5', EAST, SIDE YARD V """ ��' SIDEYARDS MIN 5, 15' COMBINED
40.21 _ REAR YARD MIN 30'
`�'� tU p ! BUILDING SETBACK ` O
/LQT-LINE & �'o� � FRONT YARD MIN 1 20 GARAGE
CHECK
RIGHT-OF AY— Q
1 �QOcotG BMP C207 M PER
D,
/ 4 192.1 �C w CHECK DAMS,j 'LINE �� EXIST ,� �LG 1 `� AS NEEDED. HEIGHT.
GRADE �� �`� MAX. ALLOWED: 35'
6 ��' ra PROPOSED 4" SCH 40 \ °' PROPOSED:UNDER
I
194.7 - �, ,� � PVC DRAIN LINE
i EXIST DRAIN oD �
. � �� PARKING:
GRADE " ! y� ����S�U7 �� 2 IN GARAGE, 2 1N DRIVEWAY
u" �f V amy
,9� � am xx
� an 40 0 £0
_
BACK OF SIDEWALK198.0 —
, ,., Fs ".. ` —� I L 0 T CO /ERA GE
CURBA,GUTTER ou t PLACE C FENGNGOAROUN EXI
STING BUILDING AREA:
INLET P; 7TEC710N �. Q� TREE AT DRIP E PLUS 6'. 2,120 S.F.
> o ♦ DRIVEWAY r�
PER C220, CATCHBASIN �'° �o� _�
LOT AREA:
8,092 S.F.FILTER TYPE SS � N GARAGE {I PERCENT COVERAGE.
r /�_`JS��` boo ♦q I
2,120 / 8,092 = 26.27.
19�.0 TG MAXIMUM ALLOWED: 37.59
PRhP YD
I 190.3INV
'► 30', SOUTH, REAR YARD °p
EXIST SD ° ` ! n IMPER VIOUS CO VERA GE
INLET PIkOTECTIO �� ! BUILDING SETBAC
PER C2JO, BLO & �0 � ! h BUILDING: 1,835 S.F.
„e SDCB GRAVEL]FILJ�R TYPE EXIST o M S t II STEPS:WALKWAY. 71 S.F.
GRADE PA OPORCH 153 S.F.
10' UTILITY DRIVE WAY.• 649 S.F.
� WM(TYP EASEMENT TOTAL: 2,841 SF.
. " ] LINE I s I cg LO8 0 2ES F.
I S�
i PROP. 4" SS y LO
�16SERVICE L NE55 l: ���QO PERCENT COVERAGE.
II o v 2,841 / 8,092 = 35. 19
LOT LINE & PLAT BOUNDARY MAXIMUM ALLOWED. 48.0%
O s .
Zf
] �
LOT LINE —� G� / ! COVERED
] PARCH PROP. 4" SS �J
I I SERVICE LINE ` d �I SOIL STOCKPILE
r LOCATON
(COVER WITH
] CHECK DAM PER
] BMP C207: � 1 ! 20', NORTH, FRONT YARD PLASTIC DURING
�
] CHECK DAMS, GARAGE SETBACK ` COVERED +� STORM EVENTS)
AS NEEDED. e PATIO JUL 2 8 2017
ULI
I 00'� i
an � �� - - l CITY OF ANACORTeS
101,]NORTH, FRONT YARD
I ^� •. ., 1 GRAPHIC SCALE
HO�JSE SETBACK LINE I Iow �s� � „
am me
� � am � CHECK DAM PER BMP
6 O 3 6 12
] i ® C207:CHECK DAMS,
��l)T_ AS NEEDED. PLACE SILT FENCING ON
ti �. . e. . I.., .� �. ...._ m DOWN STREAM SIDE OF
PROPOSED PERIMETER I \ I STOCK PILE, PER BMP C233 ( IN FEET )
] SILT FENCING (TYP) PER I olz I gO�L PROPOSED PERIMETER
� BMP C233 � � Horiz. Seale: > Inch = 6 Feet
I PROPOSED ,SCH �.�..� ] CONSTRUCTION FENCE
°p ��� M��CNEXP05�0 PER BMP C103 4 Q 40 PVC DRAIN LINE I 48 NORTH
_, _x _x_x_x_, _._x_,_,_,_x_x_,_x_x_,'r. _x_._._x_ i
—x—x—x _x _x�x_._x_x_x_x—x— x�x—x—.—.—.—.—x_r
1 16'91 ti� z� 9f « GAMPBELL, 2-CAR LEFT
�-�-- I 182.E —� � , ,00-oDl
I EXIST 7.5', WEST, SIDE YARD
] GRADE BUILDING SETBACK � 7,89.2
.. .I ;. . ....... CHECK DAM PER. _. .� ,.,. EROSIONL PLAN
EXIST
CHECK DAMS, 192.5 TG GRADE
- INLET PROTECTION LOT 16
I I
I AS NEEDED. 191.3INV.
PROP YD PROPOSED PERIMETER PERC220, BLOCK& �f LOT LINE 1518 LATITUDE CIRCLE
GRAVEL FILTER TYPE SILT FENCING (TYP) PER
] -] PRIVATE 20' SHARED BMP C233, ANACORTES, WA
ACCESS & UTILITY
I EASMENT AF 96
I _ ( JOB NO: PLAT OF "48 NORTH"
j ] \ DESIGNED: LG
LOT 1
I � DRAWN;
I � DATE; 06/16/2017
SHEET 1 Of
®i®
i®
LANDED GENTRY
HOMES AND COMMUNITIES
GENERAL NOTES
OWNER:
LANDED GENTRY
504 E. FAIRHAVEN
BURLINGTON, WA
98233
1—(360)-755-9021
BUILDING:
LOWER LEVEL AREA— 1,402 SF
UPPER LEVEL AREA— 896 SF
TOTAL LIVING AREA— 2,289 SF
GARAGE — 433 SF
SITE:
TYPICAL
ZONING.
R2 — RESIDENTIAL LOW DINSITY
SETBACKS:
ALL SETBACKS IN COMPLIANCE
WITH CITY GUIDLINES
SIDEYARDS MIN 5, 15' COMBINED
REAR YARD MIN 30'
FRONT YARD MIN 10, 20' GARAGE
HEIGHT.•
MAX. ALLOWED: 35'
PROPOSED:UNDER
PARKING.
2 1N GARAGE, 2 IN DRIVEWAY
LOT COVERAGE
° BUILDING AREA:
a . 2,120 S.F.
o e
x LOT AREA:
N 8,092 S.F.
at
PERCENT COVERAGE.
2,120 / 8,092 26.29
MAXIMUM ALLOWED: 37.59
Lv �
CO IMPER ViOUS VERA GE
BUILDING: 1,835 S.F.
o-• s v"alaa's.3?�+..142'f„4.�r I°q ` 6'� Re,�,y E
mnee '
ALKWAY.
. ' , STEPS. 71 S.F.W
er PORCH: 133 SF
5 DRIVE WAY.• 649 S.F.
TOTAL: 2,841 S.F.
s '
LOT AREA:
8,092 S.F.
PERCENT COVERAGE.•
2,841 / 8,092 = 35.1%
-
�v MAXIMUM ALLOWED: 48.09
SITE LOCATION
e
�,.k
°
L
L
°
.__.W..... N <
U.
J 0
NOT TO SCALE
AANACO
m
RTES , WA
�
48 NORTH
CAMPBELL (C01 )
2—CAR GARAGE LEFT
r
EROSION CONTROL PLAN
LOT 16
Map data 02017 Google 1000 tti.
1518 LATITUDE CIRCLE
VICINITY MAP ANACORTES, WA
LOT 16 (P133674)
1518 LATITUDE CIRCLE JOB NO: PLAT OF "48 NORTH"
ANACORTES, WA DESIGNED: LG
DRAWN:
DATE: 07/24/2017
SHEET 2 of
2
FO NI�ATIO 1�10 ES• ,�
I. INSTALL PRESSURE-TREATED 2x6 SILL W/ 1/2" DIAMETER x 10" ANCHOR BOLT
4 3"x3"xl/4" PLATE WASHER o 4'-0" O,C, (6'-O" O.C. MAX.) ATOP FOUNDATION
WALL. MINIMUM 2 BOLTS PER PIECE W/ ONE BOLT 3.5" (MIN.) TO 12" (MAX.) _
FROM END (TYPICAL THROUGHOUT), SEE IRC R403.6.1 4 R602.11.1 - - r - - - - - K
LANDED GENTRY
2, INSTALL VC DRAIN PIPE BELOW F OTING G LOW POINT FOR POSITIVE
DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" PERFORATED J II AUG 3 12017
HOMES AND COMMUNITIES
FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE .a 5im, A_2.2 a n
I REVISIONS BY:
3, 4x4 POST ON 90* FELT. USE 4x6 POST AT SEAM SPLICE, CONNECT POST 70 R 5' CITY OF ANACORTES
BEAM W/ Ix4xl6 GUSSET BOTH SIDES OR SIMPSON BC POST CAP (VERIFY SIZE). 8 - 30 - 17 JR
CONNECT POST TO FTG, W/ SIMPSON A33 (OR EQ.) NAILED TO POST AND L O q ` I
POSITIVELY CONNECTED TO CONG. FOOTING BELOW v
NOTE:
4, FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 fi
-v- - =-- - - - - I 1.
POUNDS PER SQUARE F007 - y� - - - - - - - - - - - - - - - - 10
COORDINATE W/MECH. &ELEC CONTRACTORS
O r J � ] i P O FOR LOCATIONS&SIZES OF FOUNDATION/SLAB
O I I BLOCKOUTS.
� � I 1'-4" x 8" GONC. FTG. W/ (2)*4 REBAR CONT, _ _N _ _, I _ _�� 2. 16x8 POUR-IN-PLACE FOUNDATION VENTS(VERIFY
1 01 1
® 6" CON(. FOUNDATION WALL W/ REBAR PER R404,1.3,2 4 IRC TABLE _ _ _ _ _ 1 LOCATED
BUILDER). 14 VENTS REQUIRED. VENTS TO BE
� l !�� rJ
404,1,2(I) - 404,1,2(8) 4 *4 REBAR CONTINUOUS e TOP - LOCATED WITHIN 2'-0"OF CORNERS(MIN.).
OC 1'-6" x 1'-6" x 8" CONCRETE PAD FOOTING W/ 4x POST ON '30* FELT (OR EQ.) OFT, 31-011 pI I II G EXTENSION LAOORJO NTH'
IF
PER NOTE *3 ABOVE 311, LAYOUT SHOWN THIS SHEET IS FOR 2x FRAMING. R
SCALE: 1/4" - I'—O" 48 p„
ENGINEERED I-JOISTS ARE USED, MANUFACTURER
OD 3'-O" x 3'-0" x 8" GONG. PAD FTG. W/ (4)*4 REBAR BOTH WAYS 14 g 2p_g 5 12_5d SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN
NOTE: ADD ONE ADDITIONAL TO THE BUILDING DEPARTMENT FOR APPROVAL
OE 2'-S" x 2'-g" x 8" GONG. PAD FTG. W/ (3)*4 REBAR BOTH WAYS FOUNDATION VENT FOR THIS 2g-g IS'-6 PRIOR TO FABRICATION AND INSTALLATION.
OPTION (VERIFY LOCATION FLOOR SHEATHING:
0 3'-6" x 3'-6" x 10" GONG, PAD FTG, W/ (4)*4 REBAR BOTH WAYS W/ BUILDER)
1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE AND
a �a NAIL W/RING SHANK 8d's AT 6"O.C. EDGES& 12"O.C.
0 3'-2" x 3'-2" x 10" CONG, PAD FTG. W/ (4)*4 REBAR BOTH WAYS u�
4 FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS.
- - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - -K - -
OH 4" GONG, SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ GONG, Z 2. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY
SUPPLIER). SLOPE I/8" PLF MINIMUM TOWARD GARAGE DOOR(9) OPENING) O F O BENEATH ALL POST LOCATIONS AND BETWEEN UPPER
I w I AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN
JO 4" GONG. PATIO SLAB (VERIFY FINISH W/ BUILDER) W/ FIBER REINFORCEMENT - I J 11 LOCATIONS.
THROUGHOUT (VERIFY TYPE W/ GONG. SUPPLIER), SLOPE AWAY FROM STRUC-
n �a 1 SIM A-2,2 I ro 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR
TURE 1/4" PLF. TURN-DOWN EXTERIOR EDGE TO EXTEND 12" BELOW FINISH o� Q' 1
GRADE, MINIMUM 6" WIDE A7 BASE lil R I r BEARING LOCATIONS WHERE THERE IS A LOAD BEAR-
A I I A-2,2 W ING WALL ABOVE.
T _ B A-2,2 lO B A - O q
O MIN. 14" x 14" CONG, PIER BELOW POST W/ SIMPSON GB66 (OR EQUAL). ALL _ - - - N EO - 4. IF ENGINEERED FLOOR JOISTS ARE USED PROVIDE
CONNECTORS TO BE HOT DIPPED GALVANIZED (OR EQ,) _ _ _ _ _ r - , - - - - - - _ - - - - - r - -
- - J L - 1 - J ' L _ _'- -'_ _ 1- _ _ _ r I _ TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT
r _ _ _ _ _ - - - EXTERIOR WALLS.
OL OPTIONAL (VERIFY W/ BUILDER): STUB 8" LONG *4 REBAR INTO CONG. SLAB _ _ _ _ - _ _ _ — - - _ _ _ _ - - - - - - - - - - - - - - 5. METAL CONNECTORS. SIMPSON COMPANY OR EQUAL.
FROM FOUNDATION WALL 24" O.C. TYP. THICKEN SEAS EDGE (IF NECESSARY) - } - - - - - - - - - - - - - - r - I 'III
ttLL L - - J I ��
I ill I _ _ _ _ J
m FLOOR OIS B OW BR GE - 1 6. FIELD CUT ENDS, NOTCHES,AND DRILLED HOLES OF
OM POUR SLAB THROUGH DOOR OPENINGS TYPICAL B A - - _ _ -
� I I P PRESSURE-TREATED WOOD SHALL BE TREATED IN
- - - - J WA L AlA OV YPICAL r
NO POUR SLAB THROUGH GARAGE DOOR OPNG., THICKEN TO 6" 4 INSTALL *4 - - I I r (SE D T, * BE OW 4 SH A ,4 Ip ZL
THE FIELD IN ACCORDANCE WITH AWPAM4.
REBAR CONT. I ol�i I 1 III I ' 1,8 O* MIN. CA AGITY 4 OVERLAP F R. T.S. 3" I FOUNDATION:
� u- 5' �" 1"0
THESE DETAILS REFLECT A GENERAL HIGHER STANDARD
16" x 6" SCREENED FOUNDATION VENT (I $Q, FT. PER 150 SQ, FT. OF CRAWL- - I r - - - - - - - - - - - - I - O HOD OW (D L. STUD PA 7 W LL/ EA B ARI G itI A .2 AB T FL O JOIST 4 N IL 7 GE HE W/ 3)I dA-2_2 THAN ALLOWED BY THE IRC. THESE DETAILS INDICATE
SPACE REQUIRES 14 VENTS MINIMUM) N1 r F I I 'SIMILAR THE FOUNDATION AND REINFORCEMENT REQUIREMENTS
uO ' B£ OW (SE S ET A3, 10" NAI $ P R C, 502 6.1 I I FOR THIS PROJECT. THE CONTRACTOR MAY NOT USE THE
1c0 Q IW Q „ IRC MINIMUMS WITHOUT WRITTEN PERMISSION OF THE
24" x IS" CRAWLSPACE ACCESS OPENING IN FLOOR ABOVE = 5'-7" 5' O" 5-O" 5'-O O" " 5-O" - 5 l
�' 13
r m U 0 1 O DESIGNER.
— Y " u , At
O CONC, STEP (DIMENSION PER PLAN) NOT TO EXCEED l 3/4" HIGH (VERIFY ON - p x6 RO 7 I FASTENERS:
I
I OPT. I I
r , r , , r r , r , r , 1 1
SITE) I ' DOOR 9 t t �p fi t t METAL ELEMENTS(INCLUDING CONNECTORS)MUST
i — i - + -� - + � + + - - F i E BE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT
L J L - J - - L _ J L L _ J I WITH ACZA PRESSURE-TREATED MATERIALS(IRC SEC.
w III- TY C NO E: -�2-16d PLATE TO STUD �► - O Q Q TY ,O �I R319.3)-SEE 37/SP1
THI 14 LD- OW FO N6MINIMUM 24 IN.WOOD H LL l I
STRUCTURALPANEL I 1 W B �N AR AR GE OP 2 I Ili
} P II x10 F*2 FLO R J IST m lb" O C, T PI L O O 1 I I I
�a I x x B
..rif O
ORIENTATION OF STUD O I O I 11 it _ - _ - _ - _ -
MAY VARY AS ALT. 1LL
16d NAIL @12"o.c. a I I
N
I I -
r —
GYPSUM WALLBOARD i O I Q I ro
�p 2 �i 5' 1ia" Q 5 0 5' O 5' oil
I I O � `cf� OPT, A-2,2 B I i�j —� I I
OPT, NON-STRUCTURAL 3/4" = 1'-0° 01 I N DOOR l
FILLER PANEL I
� a�i �� I I III I I I `, r 1 r -�- , r l , - r _ ,
5/16"-1/2" CONTINOUS WOO CORNER DETAIL h� I I ,� _ — _ + -I i — -I —
IL . 11 6d COMMON (SUBFLOOR,WALL) STRUCTURAL P L _ J
8d COMMON NAIL(ROOF) BRACED WALL LINE I N TY •O
EDGE SPACING 6"o.c. ' �' 1 F A �' I'l 4 8 H *2 00 S PP RT EA (M NJ P. 1 Ili 1
INTERMEDIATE SUPPORT 12"o.c. I l r - - - - ,
1 0�
ALT STUD I L - - - - - - - - J I "'I 1 4 Ox IQI
I - - - - - - - - - 1 �� 1 - • I
cx cx
ADDITIONAL FRAMING FULL HEIGHT BLOCKING Q I N Z I Id O
CONTINUOUS RIM JOIST MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG - - ,a w I I
BRACED WALL PANEL BRACED WALL PANEL 4 200" (MIN.) B A fH
,000* (MIN,) I J I Q I 12" " I
CAPACITY 3 CAPACITY 0. 1
HOLD-DOWN , 5" OLD-DOWN
- 10
�I /� I y —
TOE NAIL 3 8d BLOCKING w �O O B J II Q
8d @ 6"o.c.ALONG 8d @ 6"o.c.ALONG NAILS AT EACH _ r - J L - , I W A-2.2 cn
BRACED WALL PANEL 3rd CAR G,4RAGE OFT. N 3 t F L - - - J B _
BRACED WALL PANEL MEMBER
SCALE: 1/4 = , —O — — 1 — — —, oIi — - J r J = CAM P B E L L
O - - - - _ _ _ STEP = 800* (MIN.) CAPACITY Q Or Q O
L - - - - - - - - - - - - - - - - - - - - K HOLD-DOWN i
BRACED WALL PANEL �— BRACED WALL PANEL �-- BRACED WALL PANEL - _ - _ _ - _ _ _ - - - _ - - - _ - -
(VERIFY)IT-11tt"
3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH
BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER B A 14'-2�a°
4,200* (MIN,) CAPACITY HOLD-DOWN 5' 6"
16'_3" 1'-11 " 5'-0" FOUNDATION PLAN
'= 2x FLOOR JOIST MAX. CLEARSFANS 20'_2" 4" 21'
L/400, SIMPLE SWAN, 40#LL, 50* TL 40'-0"
JOB NO: CAMPBELL
16" O.G. SPACING 12" O.C. SPACING JOIST TYPE FOUNDATION ����
CONTINUOUS RIM JOIST ADDITIONAL FRAMING FULL HEIGHT BLOCKING 13'-1 1/2" ( 33„ DEFL ) 15'-2" (.38" DEFL.) 2x10 HF*2 DESIGNED: LG
MEMBER DIRECTLY BELOW @ 16"o.c.ALONG
BRACED WALL PANEL BRACED WALL PANEL DRAWN: B
14'-0 I/2" (.31" DEFL.) 15'-11 1/2" (,38" DEFL.) 2x10 DF-L*2 SCALE- I/4" = I�-O��
DATE: 7111/2017
WHEN PARALLEL TO FLOOR/CEILING FRAMING
15'-8 i/2" (.33" DEFL.) 1T-11 I/2" (.41" DEFL.) 2x12 HF*2 BUILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO SHEET
I COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE,
BRACED WALL PANEL CONNECTION -4" (,30" DEFL,) 18'4' (.41" DEFL.) 2x12 DF-L*2 2015 UNIFORM PLUMBING CODE, 2015 WASHINGTON STATE ENERGY
02 _-
37= 1'-0" CODE 8 ALL APPLICABLE LOCAL, STATE FEDERAL CODES.
WA
SEE FOUNDATION PLAN FOR
GRADE NOTE:
JOIST SIZE AND LOCATIONS SIDING PER ELEVATION = 1/2"GWB
3/4"T&G SHEATHING GLUE SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. =
3/4"T&G SHEATHING-GLUE 8, 2x10 RIM JOIST & NAIL TO FLOOR JOISTS 2x6 PLATE AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER.
NAIL TO FLOOR JOISTS
2x6 P.T. SILL P.T.2x6 MUD SILL
1/2"EXPANSION JOINT BLOCK OUT GARAGE SLAB TO 1/2 GWB T
A N D E D GENTRY
5/8"x10"ANCHOR BOLT, EMBEDDED 7" INTO BACK OF FOUNDATION WALLS AT 4"CONCRETE SLAB ON 2" R-21 BATT L
2x6 BOTTOM PLATE
CONCRETE,
GRAVEL BED SIDES FULL WIDTH OF GARAGE 2x6 STUD WALL P.T.2x6 SILL CONT.
O.C.,AND SET BETWEEN 3 1/2" DOOR SO DRIVEWAY SLAB CAN HOMES AND COMMUNI 'I' IES
AND 12" FROMM BOARD ENDS WITH 3"x 3"x 1/4" —� SLOPE RUN INTO SPACE 1/2"EXPASION BOARD
o A.
THICK WASHERS. MIN. (2)A.B.'S PER BOARD REVISIONS BY:
[IRC SEC. R403.1.6.11 ° 4"CONCRETE SLAB ON 2"
(1)#4 BAR CONT.AT TOP 12" to o D cooe0000e°eoo°o 000eoe00000000e°e°0000eo 7 1/4' SLOPE GARAGE SLAB GRAVEL BED
w 8"MIN./ 12"W/FOUNDATION VENTS o CONTINUOUS FOR POSITIVE z
a ¢ Q DRAINAGE AWAY FROM FINAL GRADE 30 - Il JI2
6"CONC. FOUNDATION > I—III—III III— E
1- 1/8"PLF MIN. SLOPE-� —� STRUCTUR III I I—III °°
z UP TO 4'-6"HIGH W/ GRADE ^ . ° - " —
g #4 REBAR 48"O.C. HORIZ. — e;veoeeo
_ a I—I I_I—III
 REBAR @ 48"O.C.VERT. I _ 4" RIGID TIGHTLINE DOWNSPOUT DRAIN p SEE GRADE— P _
N z (VERIFY W/BUILDER)TIE TO STORM 6-MIL BLACK:14Z
NOTE DETAIL IS DRAWN @HIGH _ _ _ _ _ — -
-I BARRIER —� I—I "I=III —III-- — NOTE 1/2"x 10"ANCHOR BOLT
SEWER UNLESS NOTED OTHERWISE a, BELOW ° °° I I — SEE DETAIL 1
1- =III-II—i p� a
FILTER FABRIC _IFILL TO BE GRANULAR MATERIAL I — =III=III—III o , FILL RI BE GRANULAR
4" PERFORATED FOOTING SEE DETAIL 1 FOR I — — COMPACTED TO 95% > MATERIAL COMPACTED TO 95%
6-MIL BLACK VAPOR oFOUNDATION CALL-OUTS SEE DETAIL 1 FORBARRIER DRAIN,W/ 12"MIN. OF FOUNDATION CALL-OUTS SEE DETAIL 1 FOR
DRAIN ROCK COVER,TIE FOUNDATION CALL-OUTS
16"WIDE x 8"DEEP CONC I TO STORM SEWER
FOOTING W/(2)#4 REBAR 3"CLEAR TYP. GARAGE WALL
CONT. 5" 6' S" GARAGE/RESIDENCE GARAGE O. H . DOOR �F 3/4 -0'
1 FOUNDATION DETAIL WHEN 3/4" = 1'-0" 2 3/4" = 1'-0" PERPENDICULAR FLOOR JOISTS
JOISTS BEAR ON FOUNDATION 2x WALL STUDS BLOCK OUT FOR W/H PIPING
3/4"T&G PLYWOOD OR OSB SHEATHING
2x P.T. SILL-MODIFY TO (VERIFY W/BUILDER)
MATCH FOUNDATION WALL
SEE FOUNDATION PLAN FOR THICKNESS FLOOR JOISTS(SEE PLAN)
JOIST SIZE AND LOCATION R-30 INSULATION 2x6 SILL PLATE
3/4"T&G SHEATHING-GLUE& 5/8"x10"ANCHOR BOLTS, EMBEDDED 7" INTO
NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'4'O.C.AND SET BTWN. 3 1/2" 4x BEAM PER PLAN FLOOR SHEATHING
AND 12"FROM BOARD ENDS WITH 3"x 3"x 1/4"
#4 REBAR CONT. AT TOP PLT. WASHER MIN. (2)A.B.
PER BOARD �— 1x4x12(MIN.)GUSSET BOTH SIDES SEE FOUNDATION PLAN FOR 2x SOLE PLATE M
[IRC SEC. R403.1.6.1] JOIST SIZE AND LOCATION
0 4x4 POST(4x6 POST @ BEAM 4x BEAM PER PLAN
GRADE SIMPSON CS16 SPLICE TYP.) 4x4 POST SPACED PER PLAN w
PERPENDICULAR JOIST
4"RIGID TIGHTLINE 90#FELT z W(4)16d NAILS @BASE BLOCK OUT FOR
APPLICATION: FLOOR N FOUNDATION STEM WALL
TOP FLANGE HANGER =1 DOWNSPOUT DRAIN, BASE WITH COMP. JOIST BEYOND W/TOP FAU DUCTS
HOP DIPPED GALV. --i Z TIE TO STORM SEWER - LST12 ROOF SHINGLE TAB. FLANGE HANGER-
6"CONC. FOUNDATION - 1/2"ANCHOR BOLT @ 72"O.C.W/ PROVIDE P.T. 2x6
z FILTER FABRIC
(MAX. HGT.OF 4'-6")W/ o NUT AND 3"x3"x1/4"PLT.WASHER BLOCK UNDER HANGER FOOTING
#4 REBAR @ 48"O.C. HORIZ. 4"PERFORATED FOOTING a CO 16" 8"
 REBAR @ 48"O.C.VERT. (2)#4 REBAR HORIZ. (TYPICAL)
00 DRAIN,W/12"MIN. OF ih PARALLEL JOIST APPLICATION:
6-MIL BLACK VAPOR ti. q DRAIN ROCK COVER,TIE o 54"M
BARRIER TO STORM SEWER (NOT SHOWN)
SPACE FIRST FLOOR JOIST MIN 12"OFF
(2)#4 REBAR BOTH WAYS
PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY PARALLEL FOUNDATION WALL.
16"WIDE x 8" DEEP CONC.
3"CLEAR N
FOOTING W/(2)#4 REBAR PER PLA
CONT.
c TYPICAL FOOTINGCONT. FOOTING DETAIL p UTILITY BLOCK OUT
6 3/4" = 1' 0" C-7, 3/4" = 1'-0" 8 GARAGE SIDE ELEVATION DOES NOT APPLY IF JOISTS
5 FOUNDATION DETAIL WHEN 3/4" = 1'-0" (TYPICAL) NOTE. BEAR ON FNDN WALL.
JOISTS DROPPED DOWN
mac° SIDING ING 1/2"PERELEVATI ELEVATIONS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
ABU66 ,,e._. SIDING PER ELEVATIONS
GALVANIZED FLASHING EXTENT OF HEADER(TWO BRACED WALL PANELS)
P.T. 2x LEDGER W/(2)SIMPSON WITH DOUBLE PORTAL FRAMES
SDS 1/4"x3" HDG @ 12"O.C. EXTENT OF HEADER(ONE BRACED WALL PANEL)
o (1/8" PILOT HOLE MAX.) WITH SINGLE PORTAL FRAME
0 SIMPSON HANGER TYPICAL
_ �\�� o 0 0 0 0 0 0 0 0 0
(2)M N. HOLDOWN ORYENSIO o 0 0 0 0 0 0 0 0 0
DEVICE W/ 1,500#CAPACITY I PONY ° °
eo (SIMPSON DDT2Z OR EQ.)LOCATED WALL o MIN. 1000 LB TENSION STRAP
0
GRADE GRADE WITHIN 24" FROM EA. END OF DECK HEIGHTI ° ° PER TABLE R602.10.6.4(ON
R 507.2. o
z ° OPPOSITE SIDE OF SHEATHING)
° 0 0 0 0 0 0 0 0 0
o a, P.T.JOIST SEE FRAMING PLAN 0 0 0 0 0 0 0 0 0 0
M 20 GRADE— o 0 0 0 0 MIN. 3"X 11-1/4"NET HEADER o 0 0 0 0
0 0 0 0 0 (STEEL HEADER PROHIBITED) 0 0 0 0 o SHEATHING FILLER IF NEEDED
I—
ld
16"x 16"x 8"CONC. FTG. ° ° ° ° o 0 0 0 0
ER PLA 00 0 0 0 0L 0 0 0 0
W/(2)#4 REBAR EA.WAY
00 0 0 00
FASTEN SHEATHING TO HEADER WITH 8D COMMON OR
COLUMN DETAIL 0° GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN 0 0 0 FASTEN TOP PLATE TO
m: o Qo 00 0 0 00 HEADER W/TWO ROWS
12' o 0 0 0 o OF 16D SINKER NAILS
o MAX. @ 3"O.C.TYPICAL
9 3/4" = 1'-0" TOTAL o 0 0 00
WALL 00 0 c c 0 0 0
HEIGHT MINIMUM 1000 LB HEADER-TO-JACK-STUD STRAP
o� DECK LEDGER DETAIL o0 00 PER TABLE OPPOSITE SIDE
HI OPENING 00 00
0 0 0 o ON OPPOSITE SIDE OF SHEATHING 00 °° WOOD STRUCTURAL PANEL MUST
00 00 00 00 BE CONTINUOUS FROM TOP OF
3/4" = 1'-0" 00 °° MIN. DOUBLE 2x4 FRAMING COVERED W/MIN.3/8" THICK 00 00 WALL TO BOTTOM OF WALL, OR
00 0 0 WOOD STRUCTURAL PANEL SHEATHING W/8D COMMON 00 00 FROM TOP OF WALL TO
00 00— OR GALVANIZED BOX NAILS @ 3"O.C. IN ALL FRAMING 00 00 PERMITTED SPLICE AREA
(STUDS, BLOCKING&SILLS)TYPICAL
SHEATHING 1/2"OR 7/16" °° o_00 °° 00-00
0 0 0
SIDING PER ELEVATIONS 10, 00 0 0 00 00 0 0 0 00
GALVANIZED FLASHING MAX' FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE
HEIGHT °° °° NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN. OF WALL o 0 0 0
00 °° HEIGHT. ONE ROW OF 3IN. O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. 00 00
°° 00 CAMPBELL
00
2'TO 18'(FINISHED WIDTH)OF OPENING 00 0 0
FOR SINGLE OR DOUBLE PORTAL TYPICAL PORTAL FRAME
00 00 CONSTRUCTION
a CONC. PATIO SLAB PER MIN. LENGTH OF PANEL PER TABLE R602.10.5 00 0 0
° ° FDN. PLAN ON SHEET A-2.1 (16"MIN. ONE-STORY;24" MIN.TWO-STORY) MIN. 1,000 LB. HOLD-
o DOWN DEVICE 00 °° MIN. DOUBLE 2x4
COMPACTED STRUCTURAL MIN. (2)4,200 LB. STRAP-TYPE HOLD-DOWNS EMBEDDED INTO o 0 0 o FULL-LENGTH KING
° EMBEDDED INTO CONCRETE AND NAILED CONCRETE AND 00 0 o STUDS PER TABLE
FILL BELOW 6-MIL VAPOR
RETARDER INTO FRAMING NAILED INTO FRAMING 00 0° R502.5(1)&(2)
°° ° FOUNDATION DETAILS
III FULL-LENGTH KING STUD NO. OF JACK STUDS PER
_ OPTIONAL 8"LONG#4 REBAR (MIN. NUMBER OF STUDS TABLE R502.5(1&2) o 0 0 0 3/8" MIN.THICKNESS WOOD
—III— EMBED 3" INTO FDN. @ 24"O.C. SHOWN) 0 0 0 o STRUCTURAL PANEL
(VERIFY W/BUILDER) y SHEATHING
0 0 0 0 0 0 0 ° o 0
JOB NO: CAMPBELL
DESIGNED: LG
[ SIDE ELEVATION DRAWN: SD/JR/BJ
MIN 1 ANCHOR BOLT PER R602.10.6.2 \
REQUIRED W/2x2x3/16 PLATE WASHER FOUNDATION PER CODE DATE: 6/08/2017
PATIO/FLOOR DETAIL PORTAL FRAME WITH HOLD DOWNS PFH SHEET
11 3/4" = 1'-0„ 1/2"12 1/2" = 1'-0" A 22
WA
FLOOfR i=L4N NOTES:
'-Oil
I. ALL DIMENSIONS AR 48
E TO FACE OF STUDS UNLESS NOTED 11, SEE ELECTRICAL PLAN ON SHEET E-1.1 FOR LOCATIONS L A N D E D GENTRY
OTHERWISE (U.N.O.). VERIFY DIMENSIONS SHOWN ON 4 SIZES OF EXHAUST FANS. LOCATIONS 4 SIZES REQ'D
70 COMPLY W/ THE WASHINGTON STATE VENTILATION 4 5-9
PLANS. DO NOT SCALE OFF DRAWINGS HOMES AND COMMUNITIES
INDOOR AIR QUALITY CODE 4 IRC. M1501.4 ARE AS 3'-5i" 3'-4 3'-4Fs" 3'-54" 3'-III" 4'-11V2" 4'-III" 4' 3i"
2. FRAME EXTERIOR WALLS W/ 104 5/8" 2xrb STUDS a 16" O.C. FOLLOWS:
TYPICAL KITCHEN: 100 CFM RANGE HOOD (MIN.) REVISIONS BY:
LAUNDRY: 50 CFM (80 CFM RECOMMENDED) 254" IS'-Oil 25/11
3. FRAME INTERIOR WALLS W/ 104 5/8" 2x4 STUDS A Irbil O.G. BATHROOMS: 50 CFM (80 CFM RECOMMENDED) AR
W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL U.N.O. NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. _
ELECTRICIAN TO VERIFY INSTALLATION OF GFCI OUTLETS "0a
r
4. FRAME GARAGE/HOUSE WALL AND GARAGE EXTERIOR IN ALL WET AREAS, VERIFY TYPES AND LOCATIONS OF - - - - - - - - - - - - - - - - - - - -
WALLS W/ 2x6 STUDS 9 16" O.G. (VERIFY HEIGHT OF WALL ALL ELECTRICAL FIXTURES W/ OWNER AND/OR BUILDER
ON-SITE PER AS-BUILT FOUNDATION) F.T. bx POST I I
I8, INSULATE ALL ACCESS DOORS/HATCHES 70 CRAWL- ( 7YPICAU I I 5 F-V4 F/ I I
5, VERIFY PLUMBING FIXTURE LOCATIONS ON-SITE. VERIFY SPACES/ATTICS 70 THE EQUIVALENT RATING OF THE 24F-V4 DF/DF
JOIST PLACEMENT BELOW FOR PROPER PIPE CLEAR- INSULATED FLOOR, WALL OR CEILING, THROUGH WHICH - u (2.5" MIN. ERG.)
I Ix �I I �a O
ANCES THEY PENETRATE 6xI DF-L•2 OR COVERED I m ip
5 1/ xl0 1/2 GLI3 1 1,0 PA 10 01 1
6, ANGLED WALLS 70 BE 45 DEGREES TYPICAL U.N.O. 19. MOUNT HWT ON PLATFORM IS" ABOVE GARAGE SLAB 24F V4 DF/DF I I IS'-0"
PER IRC SECTION M1301.3. STRAP HWT 70 WALL PER �(4" IN. BRG,) I I
1, DIMENSIONAL LUMBER TO BE HEM-FIR 02 TYPICAL U.N.O. IRC SECTION M1301.2, PROVIDE OVERFLOW PAN AND / 3(3)3050 SH (TTEMEMP )),
PIPING PER IRC CHAPTER 28, INSTALL T 4 P VALVE 3060 SN
8. UNLESS NOTED OTHERWISE ON FLR. PLAN INSTALL 4x6 AND PIPE TO EXTERIOR TERMINATION. INSTALL A p ^ SEE NOTE 014 60610 SGD (TEMP.) W/
NF"2 HEADER IN 2x6 EXTERIOR WALLS ABV. DOORS 4 VACUUM RELIEF DEVICE PER MFR. INSTRUCTIONS PER Q 5'_p a O LINEN PANTRY 6010 TRANSOM ABV,
WINDOWS W/ R-10 CMIN.J INSUL. INTERIOR SIDE OF UPC 504.E O E SOAKING r +
tu
HEADER. INSTALL 4x6 HF*2 HEADER IN 2x4 EXTERIOR t TUB `� I/Sx9 GLB 24F-V4 DF/DF m
WALLS (IF APPLICABLE) ABV, DOORS 4 WINDOWS U.N.O. 20, WHOLE-HOUSE VENTILATION PER NOTE "2rb. WHOLE-HOUSE " 36
BEAMS 4 HEADERS TO HAVE 1 1/2" MIN. BEARING TYP, FAN LOCATED IN LAUNDRY ROOM (VERIFY W/ BUILDER) ` = BI-FOLD 60" BI-FOLD N
2.8 i �' 30
U.N.O. (BEAMS SHOWN ARE MINIMUM REQ'D OR BETTER. 4'-O�s° 2'-I 3'-9h" 3' 4 I/2" 9'-9 I/2"
SIZE 4 GRADE MAY BE INCREASED PER BUILDER'S 21, DISAPPEARING STAIRS OR ATTIC ACCESS PANEL TO as m t
DISCRETION)
BE COVERED W/ 5/6" TYPE-X GWB AND PROVIDED W/ v • DININ ROOM ^
WEATHER STRIPPING GASKET (MIN.)
11-8 9-8
9. VERIFY PLACEMENT OF 4x POST IN STUD WALL BELOW m > r tu Q
ENDS OF GIRDER TRUSS ABV. W/ ROOF FRAMING PLAN 22. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION
ON SHEET A-4.1 AIR DUCT W/ MIN. 6 SQ. IN, SIZE AND PROVIDE READILY p� m i Q �
OPERABLE DAMPER, INSTALL GAS FIREPLACE W/ CLR. ® to MASTER BEDROOM 2'-8 O KITCHEN
10. PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR 4 COMBUSTION AIR PER MANUFACTURER'S RECOMMEN- r, 13'-5" x Il'-2" `n = 6'
O Il'-8" x 10'-Oil
TOWEL BARS, TOILET PAPER DISPENSERS, MEDICINE DATIONS AND PER CODE I -
CABINETS, ETC., BTWN, STUDS, COORDINATE W/ BLDR./
W �
OWNER FOR LOCATIONS 23. INSTALL 1/2" MIN. FIBERGLASS-FACED GWB BACKER AT O `� 0. �\ "� WALK-IN I a I Q
TUB/SHWR. SURROUND ILJ� - J - CLOSET I " 1L i = I v
II. INSTALL 1/2" HIGH-DENSITY GYPSUM WALLBOARD AT O x
GARAGE/HOUSE WALL AND GARAGE BEARING WALLS, 24, PROVIDE MIN. 22" x 30" ATTIC ACCESS W/ MINIMUM 30" �" i LIL Q ro ° N w
a r I ---- I I � W
4 5/8" TYPE-X GWB a GARAGE CEILING TYPICAL (W/ A CLEARANCE 70 FRAMING ASV, USE PLYWOOD DAMS oi3 _
SCREWING PATTERN OF 6" O.C. ON EDGES AND IN FIELD TO CONTROL CEILING INSULATION o OPNG. EDGES ; _ ;I 7
WHERE LIVING SPACE OCCURS ABOVE) m -
m _ _ µ.
25. PROVIDE PARTICLE BOARD UNDERLAYMENT A7 VINYL - - - - lU I v 3 m
12, INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF- AREAS. COORDINATE THICKNESS W/ OTHER FLOOR
CLOSING HARDWARE FINISHES TO PROVIDE SMOOTH 4 LEVEL TRANSITIONS = na 3_OT a x GAS - - - X- 114
_ _ _
SEE NOTE 19 HWT - - - - - - - - -
URN. ARCH Q
2rb. TO COMPLY W/ 2015 WSEC SECTION R406.2, THIS HOUSE (OPT.)/ PER 13, REQ'D DECK/PATIO RAILINGS 70 COMPLY WITH IRCO
SECTION 312 IF DECK/PATIO SURFACE IS 30" OR MORE (2,163 SQ, FT.) WILL NEED 3.5 ENERGY CREDITS. 70 11 "1I g'_3 �" 13'-II RC ® STOR. 4' 2" 11'-O il = n o
ABOVE FINISH GRADE WITHIN 36" MEASURED HORIZON-
ACHIEVE THIS, THE FOLLOWING OF HAVE SEEN PROVIDE BOLLARD 1305.3 -�18" x 24" CRAWL
TALLY AT THE OPEN SIDE (VERIFY ON-SITE) SELECTED FROM TABLE 406.2: 1 =a 36" VANITY S. 4 R.- _ _
OPT. la l.5 CREDITS): EFFICIENT BUILDING ENVELOPE. IN FRONT OF NW?/FURN. SPACE ACCESS s
14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING 4 SILL SEE NOTE 015 FOR INSULATION VALUES. SEE NOTE 011 PWDR. GUEST
ROOM �- U = N
HEIGHT TO COMPLY W/ IRC SECTION 310.1 (VERIFY W/ OPT. 2c (1.5 CREDITS): AIR LEAKAGE CONTROL 4 �„
WDW. SUPPLIER AND/OR MANUFACTURER) EFFICIENT VENTILATION, REDUCE THE TESTED AIR - - - < m �
LEAKAGE 70 1,5 AIR CHANGES PER HOUR MAX. 4 ALL = _ LIVING ROOM N A m p
15. COMPLIANCE DATA FOR THE 2015 WASHING7oN STATE WHOLE HOUSE VENTILATION REQUIREMENTS AS DETER- m r O
Q' ii 2'-8" 6'-4" 3'-9�" .0 16'-Oil x 14'-Oil ttt L � "n
ENERGY CODE AND IRC CHAPTER 11 IS AS FOLLOWS: MINED PER IRC SECTION M15o1.3 SHALL BE ME W/ A z `( O
FLOOR: R-3S HEAT RECOVERY VENTILATION SYSTEM W/ MIN. SENSIBLE - m At � NOT F�'12) �- FURR DN. m O� b m
- ` HEAT RECOVERY EFFICIENCY OF o.85. WHOLE HOUSE 2 CAR GARACsE m / CLG. 70 8'-O° s z P
WALLS: R-21 (R-10 MIN. m HEADERS, TYP.) _ _ _ _
CEILING: R-49 (R-38 IF INSUL DEPTH IS MAINTAINED
FAN LOCATION IN LAUNDRY ROOM (VERIFY W/ BUILDER). " �a 19'-I" x 21'-5" ENTRY ti m
TO OUTSIDE FACE OF EXT. WALL) OPT. 3a (LO CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT,
DOORS: U=.200 MAX. (ONE DOOR UP TO 24 S.F. USE GAS FIRED FURNACE W/ AFUE 94go. a' O
EXEMPT PER R402.3.4) OPT. 5a L5 CREDITS): EFFICIENT WATER HEATING. ALL ------------- - - O
WINDOWS: U=.280 MAX. CUP 70 15 S.F. EXEMPT PER SHOWER HEADS 4 KITCHEN SINK FAUCETS SHALL BE RATED m 1
R402.3.3) AT 1,15 GPM OR LESS, ALL OTHER LAVATORY FAUCETS SEE NOTE '8 (TYPICAL)
GLAZING: 415.5 S.F. = 18.5% OF FLOOR AREA SHALL BE RATED g I.O GPM OR LESS. S,
FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY t UNDRY I lil l3)3060 SH I
W/ BUILDER) O 6 O" xI0 I
REFER TO 2015 WSEC CHAPTER 4 RESIDENTIAL ENERGY Q 6x8 I 1 9 PORCI I =1 1 -
EFFICIENCY AND IRC CHAPTER II FOR VERIFICATION OF _ _NF*� _I 9 OI I Q
THESE VALUES - - - T RAI ING PER UILDER �I 1 .9
1&'-0" x 1'-O" OVERHEAD GARAGE DOOR 3040 SH - �_ CO STAL 2 ELEVATION
16. MIN. REQ'MENT FOR ATTIC VENTILATION IS AS FOLLOWS 4x12 HF*2 (MIN.) ENTIRE LENGTH OF WALL O _, - Y - SEE NOTE - _
(CALCULATED -m 1/300th OF ATTIC AREA PER R8O6.2
1 ® - - - - - - - - - - - - - - - - -
CC
EXCEPTION 2): C - 1 - - - - - - - - - - - - - - - - - - - - - - -_ ' t - ] 1
COASTAL 1: 4x6 CEDAR ARBOR SEAM v.T. . (g CRAWL P.T. 6x6 POST WRAPPED PER TONE
MINIMUM REQUIRED: 911.68 SQ. IN. (FOR COASTAL 2 ELEV. ONLY) PAC OR THR UGH 23/a" 15'-6�" 2�a" / I6" x 16" MASTIC-APPLIED STONE
(3-CAR GAR.: I,011.28 SQ, IN.) R OF (VERIFY W. LDR.) COLUMN BELOW FOR COASTAL 2
16'-Oil ELEV. ONLY). TYPICAL (3) PLACES
ACTUAL PROVIDED: 1,453.55 SQ. IN.
(3-CAR GAR.: 1,655.80 SQ, INJ " " "2'-3 2-5� 4'-Ilia 3'-4'h 3'-4%5 5-I�
VENTED BLOCKING: 433.55 SQ, IN, (46 9,425 SQ, IN.
EA.) 2'_I" 16' O„ 2'-1" 3'-1" 3'-3" 4'-SFz" 1rb'-9
3-CAR GAR: 521.80 SQ. IN. (56 g
20'-2" rb_4 21'-6"
9.425 SQ, IN. EA.)
RIDGE VENT: 1,020,00 SQ, IN. (55 L/F o 12 SQ, 48'-Oil
IN, PLF)
3-CAR GAR.: 1,128,00 SQ, IN (94
L/F a 12 SQ, IN. EA.) gg
COASTAL 2: t �( ` Q /�
MINIMUM REQUIRED: 911.68 SQ. IN, M,4 1 N FLOO I` �Lo4N
(3-CAR GAR.: 1,011,25 SQ, IN.) CAM P B E L L
ACTUAL PROVIDED: 1,333.55 SQ, IN, SCALE: 1/4" = V-O" 1,346 SQ. FT.
(3-CAR GAR.: 1,511,15 SQ. INJ
VENTED BLOCKING: 433,55 SQ, IN. (46 g 9.425 SQ. IN,
EA,) 2,242 SQUARE FEET TOTAL
3-CAR GAR: 521.80 $0. IN. l56 g
GARAGE: 433 S.F.
9.425 50, IN, EA,)
RIDGE VENT: 900.00 SQ, IN. (15 L/F 0 12 SQ. FRONT PORCH: 118 S.F.
1N. PLF) BACK PORCH. 144 S.F. MAIN FLOOR PLAN
3-CAR GAR.: 984.00 SQ, IN (52
L/F a 12 SQ, IN, EA.)
NOTE: FOR 2'-0 DINING EXTENSION, ADD 18,55 SQ, IN. OF
BLKG (2 EA.) 4 24 SQ, IN, OF RIDGE VENT (2 L/F).
FOR 4'-0" DINING EXTENSION, ADD 31.10 SQ, IN. OF JOB NO: CAMPBELL
DESIGNED: LG
BLKG. (4 EA.) 4 46 SQ, IN OF RIDGE VENT (4 L/F).
DRAWN: JR/BJ
DATE: 7/11/2017
SHEET
A- 3 . 1
;, WA
LANDED GENTRY
HOMES AND COMMUNITIES
REVISIONS BY:
1 - 24 - I1 JR
V4�-3f'44ff4�-II%5" 4'-Il1s" 74-3V4
COVERED
o'-o" PA 10 _
I 18'-O" A
II II
II II
II � II
3060 SH 13060 SH
- v 60610 SGO (TEMP,) W/
m Q 6010 TRANSOM ABV,
ifl
(OFT.) /
I � �
DINING ROOM
Il'-8" x 13' 8" O
i+1
3 CAR GARAGE
10 O" x
34 1/2" HIGH 2x4 ,
D
WALL BELOW
y
--------------- --------- Ul 4
I � � zp II I g
Ul (D
I
i
KITCHEN
o N 11'-8" x 10'-O"
4x12 HF-02 (MIN,) ENTIRE I
LENGTH OF WALL W -'
8' O" x 1 O" OVERHEAD
GARAGE DOOR - - - - - - - - - - - - - - -
10'-O"
3rd CAfR GsAiRAGE O =''TIO Of=T. 3 .01I DINING EXTENSION
SCALE: 114" = 1'-0" ADD 220 SQ, FT, SCALE: 1/4" = 1'-0" ADD 15'_SQ, FT,
i
CAMPBELL
MAIN FLOOR
PLAN OPTIONS
JOB NO: CAMPBELL
DESIGNED: LG
DRAWN: JR/BJ
DATE: 7/11/2017
SHEET
A- 302
WA
4a' o11 LANDED GENTRY
12'-0" I8-O" HOMES AND COMMUNITIES
14-5'L11 3'_61G11 6,-O 6i 3-10" 14,-2"
291-61G 1I I Q I-5 ,I I
i1 PORCI4 LINE BELOW
- - - - - - - - - - - - - -. - - -
II II
II II
I IN nl I
I I� 01 I �
6x12 DF-1_02 OR xp
5 I/SxlO 1/2 GzLB 5 1/8x9 GsLB
24F-V4 DF/DF 24F-V4 DF/DF
(4" MIN. BRG,) (15" MIN. ERG.) rox10 DF-L"2 4x6 DF-L"2
WALL LINE BELOW
a N; Till
c� 4x6 HF"2 4x6 HF"2 ''
!i
L
t 3030 SH (TEMP.)
x t
v 7 4x6 HDR. ON EDGE
L GIRDER TRUSS PER TRUSS MFR. J � --
6'-9 1/2" HEADROOM
J
c4l
$ c� 6'� O Z 'n N
— Q 1
O3'-5h" O -TT a --
- - - N —
Ul�yj -
~Q I(LL U �- Q /� co r --� O
�� — — - — - — - �, r,r,
a _LL
_ _ ® >
Z cN U UPPER Q w ?
ro e ro 6'-911 WALL HGT.
- - - - - - - - — - J '�
l2)� - —x — — -
— — - — -
v C - - ~ 4x4 F"2 0- O O 1 Z +-
N - - - - - - - - - - - - - - - - - - -
- - - - - - - - - W m - - - - - - - - - - - - - - - - - - - - - - � Q K UI 2'-6 m
O Q t 22" x 30" (MIN.) Q U - v
` - - - - - - - - � Q — O - - - J s � U X_ _
ATTIC ACCESS � 0 - LI4 -1 mLL O W LL (SEE NOTE 024 � � � I C UxIL BEDROOM "2 c] Q — — —x _ - W q 1- LL 13'-8 x 13'-O yr ON SHEET A3.1) z _ W— �____ - - - 4 o4 = (OVERALL) c0 BEDROOM "2 u0i O
LL s ~ - - -(2)2x12 - - J ~ 4 m `f) O W 2 Q 4 O LL 3-3� x 13'-O O Z � m O
-" w O
0I U1 W O N N - SEE NOTE "S T V
Xi Q ~ Q Lv SHEET A3.1 (TYP.)
~ F J �7 i =v YIL 60" B -PASS LOFT - - - - -`4 - - - - - - - - - - - - - -(� ` - - - - - - - - Q - - - - - - - - - - - - - - - - - - - - - - - - - - -
L - - - - - - — - — - — - — - — t v U CLOSET - - r v
(OVERALL)
SH�LF 6 1�OD "
6-9 WALL HST.
J Q ACCESSPANEL WTTIC
W - — - — - — - — - — - — - — - -
L _ — - — _ — - — _ J SHLVS, OR DOOR
U - - - - - -
(4 TYP. - VERIFY
- - - - - - - - -— J s �0 - �0 - - - - - - - - - - - - - - - - _. _ - - - - - - LOCATION)
` - — - — X c0 c0 c0
ID 0 OU
--- L------- - _ _ _ _ _ _ _ _ _ - `t _ N _J
� 4x6 HDR. ON EDGE �0
d 6'-9 12" HEADROOM (TYP. EA WDW.)-will 11 <Y
N
(2)2xl2 HF"2 4x6 HF°2 i 4x6 HF"2 (TYP. EA. WDW,) O3040 SH WALL LINE BELOW
FUR. JST. = N
LLII -
O O
6x6 HF02 (MIN,)_ ICI O
GIRDER TRUSS PER TRUSS MFR. J HF - - - - - _ _IJ
1 � 4x6 "2 I-I y I I I
—
4x12 HF"2 (MIN.) - WALL LINE BELOW PORCH LINE BELOW
l'-10V2" 6'412" 4'41/4" 3'-41!!" 3'-4�" 3'-41/2" 4-44"
lk
14'-0" 201-011 14 01,
UFFF'ER FLOOR FRAt-IING FLAN 48A1
SCALE: 1/4" = 1'-O"
NOTE- ONLY BEARING WALLS BELOW SHOWN UF'F'EfR FLOOR FLAN
SCALE: 1/4" = I'-0" 896 50. FT,
CAMPBELL
UPPER FLOOR PLAN
& UPPER FLOOR
FRAMING PLAN
-
JOB NO: CAMPBELL
DESIGNED: LG
DRAWN: JR, BJ
DATE: 7/24/2017
SHEET
xs
A303
WA
WIND CALCULATIONS: IRC TABLE R602,10.3(2) FOOTNOTES - - - - - - - - - - - - - - - - - - - - - - - - - - - p
—
NUMBERED WALL LINES LETTERED WALL LINES
EXPOSURE CATEGORY 1.0 1,0
II II LnNDED GENTRY
ROOF EAVE-TO-RIDGE HEIGHT 1.16 1.16 s-wsP cs-wsP
HOMISS AND COMMUNITIES
WALL HEIGHT 1,0 0 W-1 1/4" PANEL 2' 9i"
(TO OPNG.) Q' I REVISIONS BY:
NUMBER OF BRACED WALL LINES 1.48 1,30 cs-wsP — _ — _ — _ — - — - — - — - — - — _ — _ m
p � JR
WIND FACTOR TOTAL 1,45 1,30 w
4 =
(Y w
In
BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION Rro02)
BRACED BRACING BRACED REQ'D BRACING: WIND GYPSUM PANELS OFT. —O
TOTAL BRACING ACTUAL BRACED
WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH REQ'D WALL PROVIDED DINING
I* IXt *EXTENSION
INDICATOR TABLE R602.10.4 SPACING R602.10.30U TOTAL TOTAL DOWNS
1
PFH 22'-0" 3,30, 1,45 N/A N/A 4,19' 8.00' z z
SCALE: 1/4" = I'-O"
2 CS-WSP 34'-O" 5,10' 1,45 N/A N/A 1,40' 1.88'
O _
3 GB 22'-0" 1,00' 1,45 N/A N/A 10.15, 19,25'
4 CS-wSP 34'-0" 5,10, 1,45 N/A N/A 1.40' 25.33' Y
A CS-WSP 25'-0" 3.15, 1.30 N/A N/A 4,88' 21,13,
48'-O" I I
A (OPT. 1
GS-wSP 25'-0" 3.15' 1.30 N/A N/A 4,88' 24.13' � 23'-O" I 1 25'-O" I
3'-0" EXT,
8'-2i4° 9'-9" 14'-4�" I I 12'-11"
B WSP/GB 25'-0" 1,15' 1,30 N/A N/A 10,08' 12,63'
C CS-WSP 23'-O" 3,45' 1.30 N/A N/A 4,49' 31,54'
It,
USE CONTRIBUTING LENGTH SHOWN IN TABLE R602,lO,5 (12" HIGH 1 SEE NOTE 08
— CS-WSP G5-WSP OPNG,) GS-wSP -
SEISMIC CALCULATIONS: IRC TABLE R602.10.3(4)
cn
N � (V
ADJUSTMENTS '
STORY HEIGHT 1,0 A z
0.
WALL DEAD LOAD 1,0 s Y
NOTE: p
z O 0-
DESIGN WALL HEIGHT FOR BRACED N
ROOF/CEILING DEAD LOAD 1,0 0 � ~ _
cp QU p 3 I WALL CALCULATIONS 9' TYPICAL I r
STONE/MA50NRY IN &DC Do D2 N/A p c0 p 0- U
�p U Ir I 1,8000 (MIN.) CAPACITY HOLDDOWN
CRIPPLE WALL N/A DEL, STUDS TO FLOOR JOIST BELOW
SEISMIC FACTOR TOTAL IA Icli w
Q
N , 1
BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION 11RII 0-
(1)
p
BRACED BRACING BRACED WALL RE&D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL I THIS ROOM = 61'9 SQ. FT.
WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO TABLE REQ'D (AFTER BRACED WALL cp w
INDICATOR TABLE R602.10.4 TOTAL LENGTH R602.103(3) TABLE R602.10.3(2) 'R602.10.3(4) ADJUSTMENTS) PROVIDED U GB GB _ _ _ _ _ _ _ _ _ ' d) l— '
cq
I PFH 26'-6" 4,51 1.0 1,0 4,51' 8,00' • — - — - - - - - - - - - - - - - �B - - - - - - - - - - - - - N
_ U
0-
2 CS-WSP 2140 3.6to' 1,4 1.0 5,12, 1.88 m ((OPTIONAL)
3 GB 20'-2" 6.05 1.0 1.0 6,0E' 19,25'
I O
4 GS-wSP 48'-0" 8.16' 1.4 1.0 11,42' 25,33'
I �
A CS-WSP 34'-0" 5.18' 1.0 1,0 5,18' 21.13'
A (OPT. _
CS-wSP 31' O" 6.29' 1,0 LO 6.29' 24.13' - 0. -
3'-0"
EXT. I A 4
B WSP/GB 38'-0" 11.40' 110 1.0 11,40' 12,63' 0 �
I
O O
C CS-WSP 40'-0" 6,80' I,O 1,0 6.80' 31,54' ,
• USE CONTRIBUTING LENGTH SHOWN IN TABLE R6O2.10.5 * IL 0
I0000 (MIN.) CAP'Y HOLDDOWN
U I DEL, STUDS TO FDN. BELOW 0 -
-------------- -—- --, I lac
J WIG 3 X
Ln
PNG
IC -�1JSP CS-WSP I
mil I
2,55,00 (MIN.) CAPACITY (L
TENSION STRAP HDR.
TO DBL. STUD BELOW I I I Q
- - �0
1, PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: - - - - - - -
METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS 6 T' SPACING AT PANEL EDGES INCLUDING 4x12 CMINJ HDR. (SEE BHT. A3.1) 1 Q
TOP t BOTTOM PLATES t 1" IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR 11 r ii �t - - - - - - - - - - - - - - - - - - - - - -
SCREW SIZE, SEE TABLE R602.30); FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102.3.5 1 i PFH PFN i
2, PER IRC SECTION R602.10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANELS 4,200� (MIN.) CAPACITY HOLD-DOW I CAM P B E L L
ALTERNATE BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6.1 (REFER TO FIGURE
R602.10.6.1 ALTERNATE BRACED WALL PANEL)
I'-11 16'-3" I'-ll lie 4'-3i" 9' 9"
3, PER IRC SECTION R602.10.6.2 METHOD PFH: PORTAL FRAME WITH HOLDDOWNS
METHOD PFH BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602,10.6.2 (REFER TO FIGURE 20-2 6 4 21-6
R602,10,6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS) 23'-0" 25 O
4 BRACED WALL PLAN
4, PER IRC SECTION R6O2.10.4 CONTINUOUS SHEATHING BRACED WALL PANELS, 48'-0"
CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE
SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE
END WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS WALL
/�
LISTED IN TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R602.10.4 1, PER IRG FIGURE R602.10.0(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT. �IRQ Wo4CEC) ALL FLAN
SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL o CRAWLSPACE) W/ 16d NAIL A 5" O.C. MAX. IF NO Job No: CAMPBELL
JOIST BELOW INSTALL FULL-HEIGHT BLKG, 6 I(o" O.C. t NAIL BOTTOM PLATE TO BLKG. W/ (3)16d EA. BLOCK. NAIL SCALE: 1/4" = 1'-0"
DESIGNED: LG
5. PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: BLOCK TO FLOOR JOISTS W/ (2)16d EA. END. IF FLOOR ABV, NAIL FLOOR JOIST (CENTERED) TO DBL, TOP PLATE
METHOD CS-WSP: INSTALL MINIMUM 3/8" WOOD STRUCTURAL PANEL W/ 6d COMMON NAILS 6 6" SPACING PANEL W/ Sd NAILS a 6" O.C. ALONG BRACED WALL LINE. IF BLKG. ABV. NAIL EA. BLOCK TO TOP PLT. W/ (3)8d NAILS *' DRAWN: JR
EDGES AND 12" SPACING FIELD, OR 16 GAUGE x 1 3/4" STAPLES 6 3" SPACING PANEL EDGES AND 6" SPACING B NAIL BLKG. TO JSTS. W/ (2)16d NAILS EA. END DOTE- DATE: 7/24/2017
FIELD WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES
8. PER IRC TABLE R602.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS SHEET
6. PER IRC FIGURE R602.10.80) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL- FOLLOWS (9' WALL): FOR REQUIRED WALL BRACING AMOUNT (EXAMPLE: A CS-WSP/GB WALL A HEIGHT BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO < = 12" OPENING: 2-1" MINIMUM PANEL WIDTH 15 CALCULATED USING GB VALUES ONLY, THEREFORE IT WILL PERFORMA304
EACH BLOCK BELOW W/ (3)16d NAILS. IF FLOOR ABOVE NAIL EACH m 6 BLOCK W/ 8d NAILS TOENAILED " O.G. TO 84" OPNG.: 32" MIN, PANEL WIDTH BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS)
DOUBLE PLATE BELOW (MAXIMUM SPACING) 96" OPNG. 41" MIN. PANEL WIDTH WA
TRUSS NOTES .
I. ENGINEERED ATTIC-FRAME TRUSSES 0 24" O.G., SPAN 38'-0", CLIPPED TO 34'-0", NO TAILS (SEE TRUSS Lul
l _ �/ —
PROFILE THIS SHEET) ZI OPT, 31—OII DINING EXTENSION
2. ENG'D GIRDER ATTIC-FRAME TRUSS, SPAN 35'-0", CLIPPED TO 34'-0", NO TAILS (SEE TRUSS PROFILE ❑11 O'5I z SCALE: 1/4„ I —O" L ANDED GENTRY
=
THIS SHEET) cI II O M E S AND COMMUNITIES
LLI
3. ENG'D GIRDER TRUSS, SPAN 20'4 NO TAILS
REVISIONS
4, ENG'D GIRDER ATTIG-FRAME TRUSS, SPAN 38'-0", NO TAILS (SEE TRUSS PROFILE THIS SHEET)
5. ENG'D ATTIC-FRAME TRUSSES 6 24" O.G., SPAN 38'-O", 12" TAIL ONE END ONLY (SEE TRUSS PROFILE 0
` SEE NOTE •15 iF , v ROOF FRAMING NOTES:
THIS SHEET)
S
6. ENG'D GABLE TRUSS, SPAN 20'-2° 12" TAILS llr ,III Ir ,Ir llr ,I lir llr IF J r 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES
11 TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC-
` Q
7, ENG'D TRUSSES tv 24" O.C., SPAN I6'-O" 12" TAILS a GABLE TRUSS, OTHERWISE NO TAILS SE NOT 012 2x6 [QI 2x6 TUBER. PLAN AND PROFILES(IF APPLICABLE ARE
� DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS
wI PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER.
8. ENG'D MONO-TRUSSES A 24" O.G., SPAN 3'-11 1/2" (ATTACH WALL SHTG. BEFORE INSTALLING TRUSSES),
12" TAIL (EXCEPT FOUR TRUSSES W/ NO TAIL). JL 2x4 Cog 2x4 1 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT
J r vq xi <1 ENGINEERED DESIGN TO THE BUILDING DEPARTMENT
FOR APPROVAL PRIOR TO FABRICATION AND INSTALL-
S. ENG'D TRUSSES s 24" O.C., SPAN 18'-5 1/2", 16" TAILS (ADD TWO TRUSSES FOR OPT. 3'-0" DINING EXTENSION) �( s �I SEE NOTE Il Jul F ATION.
4 I O 4
10, 2x12 DF-L02 RAFTERS 9 24" O.G. (.35" DEFL.), BIRDSMOUTH FOR 18" TAIL (SEE BUILDING SECTION) #i N < (F` / O J1 Z 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED
III p W Z Q I W OUT BY DESIGNER.
II. STICK-FRAME OVERFRAMED AREAS AS SHOWN IF OVERFRAMING PACKAGE NOT PROVIDED BY TRUSS N
4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS
TO BE SPECIFIED BY TRUSS MANUFACTURER.
MANUFACTURER (VERIFY W/ BUILDER) (J }
5. SHEATHING NAILED W/8d NAILS
12. ENG'D. GIRDER TRUSS, SPAN IS'4' (VERIFY THICKNESS OF TRUSS 02 4 04 TO DETERMING SPAN), NO TAILS
2x8 I 2x8 i ram. EDGES AND 8d NAILS @ 12"O.C.A A 6"O.C.AT SUPPORTED
T INTERMEDIATE
(SEE TRUSS PROFILE) FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN-
i DICULAR TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT
13. (2)2x12 DF-L02 RAFTERS (BELOW DORMER RAKE WALL) EE NOTE •I 2x6 ((11 2x6 UNSUPPORTED EDGES.
14, FOR 3-GAR GARAGE OPTION ONLY: ENG'D TRUSSES g 24" O.G., SPAN 22'-O 12" TAILS WA L FRAMED OVER - \ ` hl I 0I ��� 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL AL E-
GI DER RUSE Q v RIOR WALLS, INTERIOR SNEER WALLS, HIP AND VALLEY
JL JL 2x4 10I 1 2x4 1 LOCATIONS.
15, FOR OPT. 2'-0" OR OPT, 4'-0" DINING ROOM EXTENSION ONLY: ENG'D, GIRDER, SPAN I8"-5 I/2 NO TAILS
IF IF /'q 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING
16, ENG'D MONO-TRUSSES m 24" O.G., SPAN 4'-1" (VERIFY THICKNESS OF TRUSS #12 TO DETERMINE SPAN), S NOT 012 Q �I SEE NOTE II WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR
12" TAIL (EXCEPT TWO TRUSSES W/ NO TAIL). «� VENTILATION.
I i
� ` ti � liu 8. BETWEEN TRUSSES AT BEARING, PROVIDE SOLID BLOCK-
TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPEG'D, 4 LOCATED BY TRUSS ENGINEER AND/ Ni BLOCK-
ING(WITH VENT HOLES AT EXTERIOR WALLS). AT EACH
OR MANUFACTURER. PLAN AND PROFILE SHOWN ARE DESIGNER'S CONCEPT. VERIFY ANY GHANGES TO THIS I' i END OF EACH TRUSS INSTALL S S, UNLESS
H2.5(VERIFY)
RAKE WA L FRAMED 'I� RA E WA L FR MED i� TO TOP PLATE, OR OTHER TRUSS, UNLESS TRUSS IS ON
PLAN W/ TRUSS ENGINEER AND/OR MANUFACTURER ABOVE AFTER AB VE AFTER �Is HANGERS.
9. PROVIDE ABUILT-UP OR SOLID WOOD COLUMN BENEATH
THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS
} 0 AND FLOOR BEAMS.
r� LL Z — — — — — — — — — — — — — — — — — — — — — —
Q } 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES,
nl j a W ii RAFTERS AND JOISTS UNLESS NOTED OTHERWISE.
Q O E S E
NO ° EE N TE •I N T 010 11. PROVIDE CONTINUOUS RIDGE VENT.
N Ill 3
19'-3"(VERIFY) w W O I j 12. SEE PLANS FOR HEADER SIZES.
N N -1
I O Ill 13. ATTIC ACCESS NOTE: PROVIDE MIN.22"x 30"ACCESS
« m
LEE 7E I PANEL. SEE FLOOR PLANS FOR LOCATIONS.
TRUSS #12 PR01=i"EiL
V RI GE L NE I_ L L L L J L L RI" GE LI E _ _ _z 14. SEE PLANS FOR ROOF VENTING CALCULATIONS.
a r r
SCALE: 1/4" = I'—011 p r r 5 %Bx22 2 GL r24F-V DF/ r 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN-
` _ p (2" IN, B ARIN IF N T HUNGFRO TRU ) U LESS NOTED OTHERWISE.
15. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS
EE TE 01 4 BEEN TE •5 EE N TE "I SEEN TE 01 -44 WITH 30"HEADROOM ABOVE TO BE DESIGNED WITH 20
PSF LIVE LOAD ON BOTTOM CHORD.
it
6; 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE
dl` TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING
COMPLIANCE WITH SAFETY INFORMATION(BSCI-03)GUIDE
12 - _ _ - - - - - - - - II'. - - - - - - TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC-
ING OF METAL PLATE-CONNECTED WOOD TRUSSES
RID E LI RAKE WALL FRAMED
l 11
- - - - - - - - ABOV GIRDER T U55 RAK WA FRAMED
\� I� ABC E GIRDER RUSS
� x 2x4 12x4
F S IE NOT #11 / QI F .j, 2 10 CO LAR IES/CL JST l ?�Q42X4
� 4" O. . D RME S (TY .J�i 2x4 �I 2x4 2x4 <
! x `
? �i� I ml I `,
p 2x6 I �I 2x61 11
x
2x8 zl 2x8I III > - -
x 5EE NOTE "8 WI
12' 6" 13 0" B,�n JL / JL JL JL JL J JIL J1111L JIL JIL Al
aryl Z
34'-0" SEE NOTE "6 �11 SEE NOTE "3 \ / al `n \
I
DS °DS r °DS
TRUSS #1 4 #2 PROFILE �1
SCALE: 1/4" = 1'-O" 2x6 FRAMING FOR
5" (MIN.) BARGE EXTENSION
POP OUT AT VENT TYPICAL e END OF GUTTER
(SEE ELEVATION)
GARAGE OPT, ROOF FRAMING PLAN
SCALE: 1/4" = I'—O" SCALE: 1/4" 1'—O"
A,
12
8�
CAMPBELL
6x6 CEDAR
RAFTER SPANS 6 24" O.C. SPACING
25" PSF LIVE LOAD, 35* PSF TOTAL LOAD ROOF FRAMING PLAN
RAFTER MAXIMUM ALLOWABLE SPAN PER ROOF PITCH COASTAL 1
GIRDER TRUSS "3 = SIZE 3:12 4:12 5:12 6:12 7:12 8:12 9:12 10:12 11:12 12:12
4
2x4 HF°2 5'-4"
BEARING WALL _ 2x6 HF"2 8'-4" 8.41
5/4x6 CEDAR JOB NO: CAM
m DESIGNED: LG
2x8 DF-L02 11'-3" II' 2" II'-I" W O" 10'-11" 10'-lO" 10'-9" 10-a DRAWN: JR
12' 6"
3" II I/2" I" 2x10 DF-L" 13'-9" 13'-8" 13'-7" 13'-6" 13'-5" 13' 4" 13' 2" 13'-1" 13'-0"
2 DATE: 7/24/2017
38'-O
2x12 DF-1_02 5' 10" I5'-9" 15'-8" IS T" 15' 6" 15'-4" 154, 15,41 15,-0" SHEET
TRUSS #4 4 #5 PROFILE COR5EL DETAIL
„ 4l1 = I,-OI IF OVERFRAMING NOT PROVIDED BY TRUSS MANUFACTURER, USE RIDGE BOARD ONE SIZE A4m1
SCALE: 1/4 = ]'-Oil SCALE• 3 BIGGER THAN LARGEST RAFTER
WA
12 LANDED GENTRY
a8 ENGINEERED ATTIC-FRAME TRUSSES NUNN
0 24 O.C. PER ROOF FRAMING PLAN 2 HOMES AND COMMUNITIES
1/2" CDX PLYWOOD OR 7/16" OSB a8
REVISIONS BY:
5/6" TYPE-X GYP. BD. 2x OVERFRAMING PER SHEATHING (VERIFY W/ BUILDER) —
CEILING TYPICAL ROOF FRAMING PLAN TYPICAL ROOF SHEATHING
8 - 30 - 17 JR
I/2 GYP. BD. TYP. WALLS
ENG'D TRUSSES a 24" O.C, ENG'D TRUSSES 24 O.G.
PER ROOF FRAMING PLAN PER ROOF FRAMING PLAN
3/4" T d G PLWD, OR OSB
SHTH'G (VERIFY) TYP. FLR.
MMOM
5/8" TYPE-X GYP, BD. 5/0" TYPE-X GYP. BD. 1/2" BLANK PANEL 5/5" TYPE-X GYP, 1/2" BLANK PANEL
CEILING TYPICAL (SEE NOTE 011, BHT, A3,1) SOFFIT (VERIFY) BD. CEILINGS TYP, 2x4 STUDS SOFFIT (VERIFY)
I I
6 ]roll O.C. 2x6 STUDS a Iro" O.C. 1 rox6 POST (WRAP
2x6 STUDS O ]ro" O.C. rox6 POST (WRAP EXTERIOR WALLS TYP. I I PER BUILDER)
Imo— EXTERIOR WALLS TYP, PER BUILDER) 1 1
MASTER BEDROOM GARAGE DINING ROOM KITCHEN LIVING ROOM I 1'-4" x 1'-4" STONE
4 1 ' VENEER COL. PER
3/4" T d G PLWD. OR OSB 1 1 COASTAL 2 ELEV,
1/2" HIGH-DENSITY OR SHEATHING (VERIFY) ON 2XIO I 1
5/8 TYPE-X GYP. BD. HF"2 FLOOR JOISTS g 16" O.C, I I 4" CONIC, SLAB
(TYP, A BEARING WALLS) 4 CON(. SLAB PER FDN. PLAN
PER FDN. PLAN 2xIO BLKG.
ro" CONG, t + �11 IDil P
FOUNDATION
PER FDN, I 4" CON(. SLAB OVER
PLAN on`: 6-MIL. VAPOR RETARDER ° `
(SLOPE 1/5" PLF MINIMUM ]roll x 8" CONC. FOOTING ]roll x 8" CON(. FOOTING
6 MIL. VAPOR BARRIER TOWARD GARAGE DOOR) PER FOUNDATION PLAN PER FOUNDATION PLAN
THROUGHOUT CRAWL SPACE
5UILDING SECTION Q GARAGE/1" A6TER 5EDROOM 5UILDING SECTION a RORGHE&/DINING/KITC1-IEN/LIYING
SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0"
1/2" CDX PLYWOOD OR l/Iro" OSB
RIDGE BEAM PER PLAN SHEATHING (VERIFY W/ BUILDER)
ON 2x12 DF-L"2 RAFTERS m 24" O.C.
2x10 CEILING JOISTS/ \
2 COLLAR TIES A 24" O.G. 12
3.5
a8 ENGINEERED TRUSSES -0 24" O.C. 2x4 SCREENED/VENTED
PER ROOF FRAMING PLAN BLOCKING TYP,
5/4x8 8182E PRIMED-
2x4 VENTED BLKG. ' 5/8" TYPE-X GYP, BD, SPRUCE FASCIA W/ 5"
2x6 STUDS s, Iro" O.G. CEILINGS TYPICAL ` PAINTED MTL. GUTTER
EXTERIOR WALLS TYP.
4x6 HEADER (TURN ON
v EDGE)
5/5" TYPE-X GYP, BD,
CEILING TYPICAL 5/4x8 5182E FASCIA ROOF LINE BEYOND ?' ENG'D MONO-TRUSSES
3/4" T d G PLWD, OR OSB 0 24" O.C. PER ROOF
2x4 STUDS SHEATHING (VER FY) ON 2x12 FRAMING PLAN
2x6 STUDS A Iro" O,C, GIRDER TRUSS ]roll O.G. HF"2 FLOOR JOIS S A 16" O.G. 2
EXTERIOR WALLS TYP.
GARAGE fF 8
1/2" HIGH-D SITY OR
/5" TYPE-X P. 6x6 HF"2 BM.
(TYP, to BEARIi ALLS) (MIN.)
2x6 STUDS g ]roll O.C.
EXTERIOR WALLS TYP.
roll GONC. 1/2" CDX PLWD, OR T/16" OSB 1/2" GYPSUM WALLBOARD
FOUNDATION SHEATHING (VERIFY W/ BLDR.) INTERIOR WALLS TYPICAL
PER FDN. 4" CONC, SLAB OVER ENTRY
PLAN 4 6-MIL. VAPOR`RETARDER
(SLOPE 1/8" PLF NIMUM 3/4" T d G PLWD. OR OSB
16 x 8 CON(. FOOTING SHEATHING (VERIFY) ON 2x10
TOWARD GARAGE OR) PER FOUNDATION PLAN HF"2 FLOOR JOISTS w ]ro" O.C.
2x10 BLKG. °
o r,
IBUILDINC SECTION O�'T.3 t""1R C �R,4CxE 4X4 POHF* (MIN.) BM. ON = o
4 DIA. PERFORATED
4x4 POST ON FOOTING
SCALE: I/4" = I'-O" DRAIN PIPE CON(, PAD FOOTING ^op o po, e
Iro" x 8" CONC. FOOTING
ro MIL. VAPOR BARRIER PER FOUNDATION PLAN
1/2" CDX PLWD. OR l/16" 12 THROUGHOUT CRAWL SPACE
OSB SHEATHING (VERIFY 2 " I I /� �+ �/(
W/ BUILDER) ON ENG'D S CDX PLWD. IF V16 ILD a 5UILDING� SECTION w ST /� IR6/DORI IER,5
TRUSSES g 24" O.C. 6�
SHEATHING (VERIFY W/ BUILDER) fit
ON ENG'D TRUSSES a 24" O.C.
ALE: I/4" = 1'-O"
2x4 SCREENED/VENTED 2x4 SCREENED/VENTED
BLOCKING TYP. BLOCKING TYP,
5/4x6 5I62E PRIMED- 5/4x6 8182E PRIMED- MPSON A35 FLOOR SHEA IN
SPRUCE FASCIA W/ 5 SPRUCE FASCIA W/ 5
PAINTED MTL. GUTTER 1/2 BLANK PANEL PAINTED MTL. GUTTER /2" BLANK PANEL @ 48"O.C.
SOFFIT (VERIFY) I SOFFIT (VERIFY) CAM P B E LL
OOD RISERS
6x10 HF"2 BEAM roxIO HF"2 BM. I 2 X TREADS 1 MIN. WITH 2�16d RING SHANK
II ( )
P.T. 6x6 POST P.T. 6x6 POST 1 1 NAILS AT EACH STAIR
I I � 3/4"PLYWOOD RISERS STRINGER
WITH (2) 16d RING-
SHANK NAILS @ EACH
1'-4" x I'-4" STONE WOOD BEAM STAIR STRINGER
M VENEER COL. PER 4" CONC. SLAB ��' n 2 X TREADS BUILDING SECTIONS
COASTAL 2 ELEV, PER FDN. PLAN 2"x12"STRINGER TOF
4" CONC. SLAB
PER FDN, PLAN
J p b
Job No: CAMPBELL
2 X STRINGERS
3-16d NAILS
DESIGNED: LG
NOTE: SEE FLOOR PLAN FOR RISER HEIGHT 7 3/4"MAX. SIMPSON TO AT IN DRAWN: JR/BJ
BUILDING
I f AND TREAD WIDTH 10"MIN. LENGTH (TYPICAL). 2"x4" 16"o.c. STUDS O.C.,STUD TO STRINGER
�3UILDINC� SECTION e 5ACK PORC1 1 5UILDING ECTION 1w ENTRY PORCH 3/4" NDNOTMORETH N11/4"TBELESSTHAN DATE: s/O9/ZOI�
�J l.� 3/4"AND NOT MORE THAN 1 1/4"(SEE IRC 311.7.5) SHEET
SCALE: 1/4" = I'-O" SCALE: 1/4" = ''-°" STAIR DETAIL STAIR DETAIL
N.T.S. N.T.S.
WA
3
LANDED GENTRY
11 O M P S AND CO M M U N I T I RS
n .
SIDING PER ELEVATION
WALL SHEATHING
>00
HEADER >00
SEE STRUC.
CAULKING
R-10 INSULATION
METAL'Z' FLASHING
VINYL WINDOW FRAME
2X6 WINDOW TRIM
WINDOW FLANG
WINDOW FLANGE
5/4"WINDOW TRIM @ FRONT&
BACK ELEVATIONS ONLY(VERIFY)
VINYL WINDOW FRAME
� WALL SHEATHING
STUD WALL
SIDING OR BATTS
WINDOW HEADER n WINDOW SILL
SCALE 3" = 1'-0" 2 SCALE 3" = 1'-0"
COMPOSITION ROOFING (VERIFY TYPE PER £L£YATIONS 2
W/ 5UILDER) ON 1/2" PLYWD. OR 7/Iro" OSB AND/OR SECTIONS
SHEATHING (VERIFY) ON ENGINEERED ENGINEERED TRUSSES w 24" O,C,
TRUSSES -0 24" O,C,
5/4x6 6I82E PRIMED SPRUCE
WINDOW WEATHER STRIPPING FASCIA (VERIFY W/ BUILDER) 5/S" TYPE "X" GYP. BOARD
1. INSTALL BUILDING WRAP PER MANUFACTURERS
INSTRUCTIONS WRAPPING INTO OPENING. 2x4 VENTED 5LOCKING
2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL
BENDING INTO OPENING 2-1/2"OVER 45' BOTTOM (2)2x6 TOP PLATE
CORNER PIECES OR PLASTIC CORNERS.
3. INSTALL WINDOW PER MANUFACTURERS
RECOMMENDATIONS& BEDDED IN CAULK. 2x(o STUDS 50 Iro" O,C, "
4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE I/2 GYP, BOARD
OVER JAMB FLANGE EXTENDING PAST HEAD MIN.
21/2"&OVER SILL TAPE. SIDING PER ELEVATIONS ON 1/2"
5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE SHEATHING (VERIFY W/ 5UILDER)
OVER HEAD FLANGE LAPPING OVER JAMB TAPES.
6. INSTALL WALL BATTS OR SIDING AND
WINDOW TRIM. INSTALL METAL"Z" FLASHING OVER
TOP OF TRIM.*
7.CAULK BOTTOM, SIDE, & HEAD TRIM TO WINDOW FRAME
AND SIDING.
FLASHING TO BE UNDER BUILDING PAPER CONTINUING 2x10 RIM JOIST (VERIFY W/ BUILDER)
UPWARD.
F.T. 2x6 PLATE W/ 1/2" DIA, x 10" 2x(o PLATE
ANCHOR BOLT 4 311x3"xl/4" PLATE
WASHER 48" O,C, 3/411 T 4 G SHEATHING (VERIFY) ON
2x10 HF*2 FLOOR JOISTS g 16'I O,C,
611 CONCRETE FOUNDATION WALL W/
RE5AR PER FDN. PLAN, R403,1,3,1 4
IRG 7A5LE5 404,1,20ll - 404,1,2(0), FOR 4x8 HF*2 SEAM ON 4x4 POST (4xro
.I SPLICE) ON g0* FELT (OR SIM,) ON
FDN, WALLS TALLER THAN 4a , USE *4 ' PAD FTG, PER FOUNDATION PLAN
VERTICAL RESAR W/ 3 HOOK INTO
m FOOTING -1 48" O,C, 16" x 0" CONCRETE FOOTING W/
SEE AS I. RE5AR PER FDN, PLAN 4 R403,1,3,1
FOR,I=ADER DETAILS 4 PERFORATED DRAIN IN
=I II=I II=III-=111
a FREE-DRAINING GRAVEL EASE
SEE As.1
FOR HEADER DETAILS
w
TYFICAL WALL DETAIL
. Q z SCALE: 1/2" _ 1'-0"
o
s o NOTE: SIMILAR (SEE BUILDING
z SECTION ON SHEET A5,1)
CAMPBELL
I1
WALL DETAILS
9'-1 1/8" TYPICAL WALL 8'-1 1/8" TYPICAL WALL
SCALE 1/2"= 1'-0" TYPICAL MAIN LEVEL SCALE 1/2"= V-0" TYPICAL UPPER LEVEL JOB NO: CAMPBELL
DESIGNED: LG
DRAWN: JR
DATE: 7/24/2017
SHEET
A- 502
WA
LANDED GENTRY
HOMES AND COMMUNITIES
COMPOSITION ROOFING (VERIFY
TYPE d COLOR W/ BUILDER) REVISIONS BY:
BUILDING HEIGHT
7 - 24 - 17 JR
SIDING PER PLAN - - - - - - - - - - - - - -
2x BAND (PER ELEV,) k- - - - -_ - - - - - - _- - - - - - _ _ ELEVATION NOTES:
W/ 1/2" CHAMFER a FACE OF SHEATHING — —
UPPER FLR. PLT, HGT.
TOP EDGE — " — " — " — " — DECORATIVE GABLE VENT - — - - - - - - - - — - — — — VARYING d COMPLIMENTARY COLORS
AHED-DORMER_PLT._HGT, _ — — — _ _ _ WILL BE USED FOR THE TRIM AND THE
SIDING: PER PLAN _ _ DIFFERENT BUILDING MATERIALS ON
_ _ ® ® ® ® — _
_ _ _ CORBEL WHERE SHOWN (FRONT ELEVATION THE FRONT ELEVATION
ONLY - SEE DETAIL ON SHEET A-4.1) INSTALL A SILL WHEREVER STONE/
BAND
DETAIL p BLANK PANEL SIDING W/ 1x2 BATTENS _ - - 12 - - - _ - - BRICK VENEER IS INSTALLED
o op g W' O.C. (VERIFY LOCATIONS W/ BLDR.) _ - — 5/4x6 5I82E PRIMED SPRUCE BARGE
BOARD W/ Ix4 TRIM m TOP EDGE (TYPJ
SCALE: 3/4" = 1'-0" — 8 -
_ 2xIO BAND W/ 1/2" CHAMFER m TOP
_ UPPER FLR. LEVEL
_ EDGE (SEE DETAIL THIS SHEET)
PLATE HEIGHT
I-6" c�v
- — - — - — - -
7.O. WINDOWS
LAP SIDING (VERIFY TYPE, EXPOSURE ® 4x6 BRACE PER DETAIL 'B' THIS SHEET
d LOCATIONS W/ BUILDER)
dd
�m 5/4x4 CORNER TRIM (TYPICAL) 5/4x6 DOOR/WINDOW TRIM o TOP d BOTTOM,
� v
5/4x4 DOOR/WDW. TRIM a SIDES (FRONT d
6 MASONRY CAP ATOP VENEER
30-D G. 4x6 (MIN., � (G,I. FLASHING ABOVE TYPICAL) � � � � � � � � BACK ELEVS. ONLY--VERIFY W/ BUILDER)
�p VERIFY) P.T. 6x6 POST WRAPPED PER
m
� MASTIC-APPLIED STONE VENEER (VERIFY BUILDER (3 TYPICAL)
M AIN FLOOR LEVEL TYPE, COLOR d LOCATIONS W/ BUILDER)
�A SLAB m GARAGE DOOR OPNG, 0 0 0 0 0 F7 0 0
AVERAGE GRADE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
CEDAR PLANTER BOX
PER BUILDER
I"
FRONT ELEVATION
SCALE: 1/4" = I'—O"
5fR,4GE DETAILAi
SCALE: 3/4" = 1'-0" " -
s' „t .'`;' 'ts r,:i :. I Iry Y�"
101
Aftk.
12
3,5
5/4x& 6I82E PRIMED SPRUCE
- _ FASCIA W/ 5" CONT. PAINTED -
-- METAL GUTTER (TYPICAL) —
P.T. 6x6 POST (2 TYP.)
CAMPBELL
FRONT & RIGHT
fRIGHT ELEVATION 31-C " DINING EXTENSION ELEVATIONS
SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'—O" COASTAL 1
JOB NO: CAMPBELL
DESIGNED: LG
DRAWN: JR,BJ
Ilr j DATE: 7/24/2017
SHEET
A-6 . 1
WA
I
LANDED GENTRY
II O M E S AND COMMUNITIES
REVISIONS BY:
7 - 24 - 17 JR
- ELEVATION NOTES:
- - - - - -- - -- -- -- -- -- - VARYING i COMPLIMENTARY COLORS
- WILL BE USED FOR THE TRIM AND THE
- - _ - - - - - - - - - - DIFFERENT BUILDING MATERIALS ON
- - _ - - - - - - - THE FRONT ELEVATION
- - INSTALL A BRICK VENEER IS INSTALLED NE/
SILL WHEREVER STONE/
z
I
4
5AC; G ELEVATION
SCALE: 1/4" = V-O"
12
3,5
0 0
--- IF ICAMPBELL
OPTIONAL 3'-0" DOOR
(VERIFY W/ BUILDER)
- INCH �CTENSION LEST ELEVATION BACK & LEFT
3' O DIN E ELEVATIONS
SCALE = V-O - SCALE: 1/4" = r-O" COASTAL 1
JOB NO: CAMPBELL
DESIGNED: LG
DRAWN: JR,BJ
DATE: 7/24/2017
SHEET
A-602
WA
PLUMBING (CONTID): a�
GENERAL N O T E6 : 108, HOSE BIBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE =
PER IRG CHAPTER 29
SITE PREPARATION: FLOOR FRAMING (CONTID): 109, ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE I UPC SEC, 40112 1
I, BEFORE STARTING ANY SITEWORK CALL 1-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 53, JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 110, ALL WATER LINES TO BE PROTECTED FROM FREEZING, IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN LANDED GENTRY
BEARING POINT OR AS REQ'D BY MANUFACTURER [ IRC SEC. 502.1 ]
HEATED SPACE AND INSULATION PROVIDE MIN, R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC-
tEDFROMFREEZING HOMES AND COMMUNITIES
2, ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12" IN THE AREA OCCUPIED BY THE
BUILDING, NO EXCAVATED MATERIAL 18 TO BE USED FOR BACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF
BUILDING OFFICIAL, ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95q THE JOISTS. AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS, JOISTS FRAMED INTO MECHANICAL-
SIDES
iRc 2ois
SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS I IRC SEC, 502,4 ]
BEAMS AND JOISTS: 55, IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL AND NO 121. NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL
LESS THAN 3" BEARING ON CONCRETE I IRG SEC, 5026 1 APPROVED BY THE BUILDING OFFICIAL [ IRG SEC, III,I / NFPA 541AL1 1
21, DIMENSIONAL LUMBER TO BE HEM-FIR 02 TYP. (U.N,O.). UNLESS NOTED OTHERWISE USE 4x6 HFN2 HEADER IN EXTERIOR
WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5,I). NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED 56, ALL PLYWOOD OR OSB SUBFLOORING IS TO BE GL UPPER RANGE OF N07 MORE THAN 5 TIMES THE TEST PRESSURE [ IRG SEC. G2411,4,1 / NFPA 54 I
UED TO THE SUPPORTING FRAMING MEMBERS, (SLUE IS TO BE APPLIED 22, GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN
„ IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS
W/ 4x DEPTH, BEAMS AND HEADERS TO HAVE 1 1/2 MIN, BEARING TYP. U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR
BETTER—SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION. CHANGES TO PLAN MADE DURING CON- 123, CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER-
STRUCTION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC ROOF FRAMING: [OR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION
LOCATION e LOADS DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN,
4" DIAMETER (OR AS REQ'D BY DRYER LISTING a PER MANUFACTURER INSTALLATION INSTRUCTIONS). DUCT SHALL
22, WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE I TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS, TERMINATE MIN. 3 FEET
WOOD OF NATURAL RESISTANCE TO DECAY I IRO SEC, 311,1 1 I IRG SEC, 803.2,1,1 1 FROM ANY OPENINGS INTO BUILDING. DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED,
23. ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- 62. ENCLOSED ATTIC < RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439,1,4,1,
GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY. CUT ENDS OF TREATED POSTS MUST BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW, THE TOTAL NET FREE vENTILATING AREA SHALL NOT BE LESS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS
RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE [ IRC SEC, 311,1 1 THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- 124, WHOLE-HOUSE EXHAUST FAN (IF REQUIRED) TO HAVE A SOME RATING OF 1,5 OR LESS a BE WIRED TO A TIMER OR
MITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 5096 OF THE REQ'D VENTILATING AREA IS PROVIDED BY DEHUMIDISTAT, VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQUIRED VENT OPENINGS IN CEILING, IF
24. PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABV, THE EAVE OR
CORNICE VENTS I IRC SEC, 806,2 L THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT 1/4" MESH SCREEN FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. PROVIDE
SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDITIONS,
ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING. SUCH MEMBERS MAY INCLUDE
BEAMS, GISTS e DECKING, POSTS, POLES a COLUMNS [ IRG BEG. 311,1.3 1 63, AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG. WHEN USING BLOWN-IN INSULATION UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT
25, ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF I/2" 64, TRUSSES MUST BE DESIGNED $Y A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI I STANDARDS 25, EXHAUST FAN LOCATIONS a SIZES F REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION < INDOOR AIR
AT TOPS, SIDES AND ENDS [ IRG SEC. 31,1 1 I IRG SEC. $02.10.2 ] QUALITY (VIAQJ CODE ARE AS FOLLOWS:
KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE)
26, STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL I IRC SEC, 311 ] 65, TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- LAUNDRY: 50 CFM MIN,
BATHROOMS: 50 CFM MIN,
DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS I IRC SEC, 802,10.3 1 NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET
2-1. FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- FROM ANY OPENING
LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA, OR GREATER STEEL BOLTS) [ IRC SEC, 311,3J 1 66. TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE
APPROVAL OF A REGISTERED DESIGN PROFESSIONAL, ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT 126, ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE a CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED
28. PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA-
DIRECTLY 70 THEM
AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING BLE OF SUPPORTING SUCH ADDITIONAL LOADING [ IRG SEC, 802,10.4 ]
SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD [ IRC SEC.
311,1151 61, TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301.5 ARE PRESENT (TRUSS WASHINGTON STATE ENERGY CODE COMPLIANCE:
WALL
I ENGINEER AND/OR MANUFACTURER TO VERIFY)
WALL FRAMING: (IN GENERAL MIN, REQ'MENTS PER IRG CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) 131, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE (IRG CHAPTER Ill IS AS FOLLOWS:
EXTERIOR SHELL:
FLOOR: R-38
31. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS + lb" O.C. TYPICAL, FRAME UPPER FLOOR EXTERIOR WALLS WALLS: R-21
W/ 92 5/8" 2x6 STUDS m 16" O,C, TYP, (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER). FRAME MAIN FLOOR INTERIOR FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL)
WALLS W/ 104 5/8" 2x STUDS (PER PLAN) 6 16" O.C. W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED 11, FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF. INSTALLATION VAULTED CEILING: R-38
OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS o 16" O.G, W/ 1/2" GWB BOTH SIDES INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER DOORS: U=,200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED)
TYP. (U.N.O.). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) 9 16 O.C. ANGLED WALLS TO BE 45 DEGREES WINDOWS: U=,280 MAX,
TYP. UNLESS NOTED OTHERWISE 12, ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS, WHERE TWO BOARDS BUTT ENE TO END, SKYLIGHTS: U=,500 MAX,
SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN, a EXHAUST DUCTS MIN. R-4
32. STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW 60 ALL PROJECTING WOOD TRIM I IRC SEC, 103 1 (SEAL JOINTS, CORNERS AND BOOTS). VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED
SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING, WHERE A PARTITION CONTAINING SUCH PIPING RUNS AROUND WIRING a PIPES AND IN SPACES BEHIND BATHTUBS a SHOWERS, INSULATE ALL ACCESS DOORS/HATCHES TO
PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT SAFETY: GRAWLSPAGES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY
PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PENETRATE a INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES
PARTLY IN A PARTITION NECESSITATING THE GUTTING OF SOLES OR PLATES A METAL TIE NOT LESS THAN 1/8" THICK a e EXTERIOR WALLS. REFER TO 2015 WSEC CHAPTER 4 a IRC CHAPTER 11 FOR VERIFICATION OF INSULATION VALUES
1 1/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)16d 81, EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET I IRC SEC, 319.i ] (CHECK WITH BUILDING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE
NAILS EA, SIDE I R6O26,1 ] 2015 WSEC)
82, EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW
33, DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE, WINDOWS MUST HAVE A MIN. NET CLEAR 132, INSULATION TO FILL ALL EXTERIOR WALL CAVITIES—DO NOT COMPRESSI CUT TO FIT AROUND PIPES, WIRES e OUTLET
OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN. NET FREE OPENING HEIGHT OF 24 BOXES, RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM
34, INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48" A,F.F, AND A MIN, NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY NOT BE MORE THAN 44" ABV,
THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS OR 133, BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS FOR
35, CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4 FEET IN SPECIAL KNOWLEDGE I IRC SEC, 310 1 DENSITY a COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN i" AIR SPACE. BAFFLE TO
HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY, CRIPPLE WALLS EXTEND Fi" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ABV. LOOSE-FILL. INSULATION, PROTECT ALL FOAM
LESS THAN 14" HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 83. ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS a WHERE EXPOSED ABV. GRADE TO PRE-
CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 15 e MORE BRACING THAN AS REQ'D ABOVE I IRC SEC. 801 1 VENT DAMAGE
FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 14 FEET [ IRG SECTIONS 602.9 AND 602,10.11,1 ]
84, WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING 134, A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC,) IS TO BE INSTALLED ON THE WARM SIDE
3Fi, WOOD COLUMNS MUST BE RESTRAINED t0 PREVENT LATERAL DISPLACEMENT [ IRG SEC, 401,31 MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND OF THE INSULATION
OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY, THERE MUST BEAT LEAST ONE SMOKE ALARM ON EVERY
3-1. ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRG TABLES R602,1(D AND R602,1(2) OR AT THE MIN, FLOOR LEVEL. ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 135, ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR
OPER-SIZED FRAMING ALARMS SHALL C, LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF
SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA, END SUPPORTED WITH PR SEAL AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT
ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS NFPA 12 [ IRC SEC, 314 ]
136. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR, RIM JOIST BTWN, STORIES TO BE CAULKED/SEALED, ALL HOLES
36, PLACE A VAPOR BARRIER OF 7YvEK (OR EQUAL) OVER ALL EXTERIOR WALLS [ IRG SEC, 103,2 1 55. FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING e HVAC PENE-
SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES TRATIONS, OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/
39. WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES I IRC SEC, 315 1 SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED,
INTERSECTIONS WITH BEARING PARTITIONS, END JOINTS MUST BE OFFSET AT LEAST 24 INCHES [ IRC SEC. 602,3,2 1 SINGLE AIR TIGHT a SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS a DOORS TO BE SEALED/CAULKED
TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT 86. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE
BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT, OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 131, THE BUILDING OR DWELLING UNIT SHALL BE TESTED a VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING
40, ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH N TO EXCEED 25% 30" ABV. THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 IN HEIGHT MEASURED ABOVE THE 5 AIR CHANGES PER HOUR, TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W,G.
OF ITS WIDTH, STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED g OF A SINGLE NOSING OF THE TREADS, GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD
STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESUL�ING HOLE IS NO A SPHERE 4' IN DIAMETER TO PASS [ IRC SEC, 312,1 1 PARTY, A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND
GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8 INCH TO T EDGE OF THE PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS
STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH [ IRC FIGURES R604,6O a R602,6(2) ] 81, INSTALL 1/2" GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8 TYPE-X OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402,4J.1),
TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 5096 OF THEIR WIDTH SHALL HAVE A 16-GAUGE METAL TIE 1 1/2" GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE OPERABLE WINDOWS a DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE
IN WIDTH INSTALLED PER IRC FIGURE R602.6.1 I IRG SEC. 302,E ] NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE FRAME PRIOR TO THE TEST I WSEC R402,4,1,2 1
EXCEPTIONS: a
A, A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED 881 THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- ABBREVIATIONS:
EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE WAY I IRC SEC, 309.1 1 AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 3251 IRC SEC. 1
BORED 309,4 1
$. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS a AT EL. ELEVATION MAX, MAXIMUM SH SINGLE-HUNG
I IRC SEC. 602.E 7 89, BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER GOMPART-
„ A,B. ANCHOR BOLT ELEC, ELECTRICAL M.B. MACHINE BOLT (WINDOW)
PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I" OF TI4E EDGE OF ANY STUD MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12 ABOVE THE ADD. ADDITION ELEV, ELEVATOR MECH, MECHANICAL SHWR, SHOWER
FLOOR [ IRG SEC, 301 1 ADJ, ADJUSTABLE ENG'R ENGINEERING) MEMB, MEMBRANE SHTH'G SHEATHING
41. FIRE BLOCKING SHALL BE PROVIDED TO GUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO
TH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- A
FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE [ IRC SEC. 302.11 1 90, FURNACE SHALL BE INSTALLED IN ACCORDANCE W ALT, ALTERNATE
EQUIP. EQUIPMENT MIN. MINIMUM SPEC, SPECIFICATION
I ABOVE FLOOR EQ, EQUAL MICRO. MICROWAVE SIN. SIMILAR
INSTALL FIRE BLOCKING AT: MENTS OF IRG CHAPTERS 13 THROUGH 20 a CHAPTER 24, IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL T•
A, IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES a PARALLEL ROW OF STUDS OR BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN. 18" ABOVE GARAGE SLAB. STRAP ALUM. ALUMINUM EX JT, EXPANSION JOINT MITL. METAL SQUARE
$A, BATH EXI1S5
STAGGERED-STUDS AS FOLLOWS: HWT TO WALL I IRC SEC, M1301,3 I, PROVIDE OVERFLOW PAN a PIPING AND INSTALL TEMPERATURE a PRESSURE RELIEF T. EXISTING N.LC, NOT IN CONTRACT 5,5,B, STAINLESS STEEL
a, VERTICALLY AT THE CEILING AND FLOOR LEVELS '� VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRG CHAPTER 28, VERIFY PROTECTION FROM IMPACT BY AUTOS BLDG, BEDROOM EXTEXTERIOR OIC. N07 E TCAL£ STD. STANDARD
b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET: BLDG, BUILDING F.D.FIN, FLOOR DRAIN O,C. ON CENTER STO STEEL
B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH A� OCCUR AT SOFFITS, BLKG. BLOCKING FIN, FINISH ODWH ON-DEMAND ER WATER STRU STORAGE CAM P B E L L
B.O, BY OWNER F.F, FINISHED FLOOR HEATER STRUC7, STRUCTURAL
DROP CEILINGS AND COVE CEILINGS: PLUMBING: BOT, BOTTOM FLR, FLOOR O,F,C,I, OWNER TO FURNISH, SUSP. SUSPENDED
C, IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: $WP BRACED WALL PANEL FDN, FOUNDATION CONTRACTOR INSTALL 7 a G TONGUE e GROOVE
D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO
RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: IOI, NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS GAS, CABINET F,O,C, FACE OF CONCRETE O,H OVERHANG TEMP. TEMPERED
E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN, OF I" THICK AND SUPPORTED ON METAL BEEN TESTED, INSPECTED AND APPROVED I UPC SEC. 103,5.1,3 1 1 S CASEMENT (WINDOW) F,O,S, FACE OF STUDS O,HCENTERLINE FT, FOOT OR FEEL OPNG. OPENING t.0,, OVERHEAD T THICKNESS
STRIPS OR METAL LATH: 0. 70P OF
F, FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION 102. PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CLOG, CAULKING F,E. FIRE EXTINGUISHER OPT, OPTIONAL TV TELEVISION
PRESSURE I UPC SEC, 609.4 1 CLO, CLOSET FURN C FIREPLACE P PHONE TYP, TYPICAL GENERAL NOTE S
CMU CONC. MASONRY UNIT FURN, FURNACE PIC PICTURE (FIXED WOW.) U.N,O, UNLESS NOTED
42, FIELD-GUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- COL. COLUMN GA, GAUGE P.I,P. CONIC. POURED-IN-PLACE OTHERWISE
ANCE WITH AWPA M4 [ IRC SEC. 31,1,1 1 03. PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE
[ LLPG SEC, 112,2,3 I CONIC, CONCRETE GALV, GALVANIZED CONCRETE v,T,O. VENT TO OUTSIDE
CONST, CONSTRUCTION G.B. GRAB BAR P. LAM PLASTIC LAMINATE VERT, VERTICAL
104. ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE. APPROVED PROVISIONS GONT, CONTINUOUS GLU-LAM GLUE-LAMINATED PLAS, PLASTIC VEST, VESTIBULE
FLOOR FRAMING: SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING, VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CPT, CARPET GR. GRADE PLWD, PLYWOOD YIN, VINYL
ON THE GROUND SHALL BE APPROPRIATELY SEALED [ UPC BEG, 313.1 I C,T, CERAMIC TILE GWB GYPSUM WALLBOARD PR, PAIR W WASHER JOB No: CAMPBELL
DIA, DIAMETER HB HOSE BIBS P,T, PRESSURE-TREATED W/ WITH DESIGNED:
51. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ,#,NCHORS OR ON D DRYER HDWD. HARDWOOD R RISER WC WATER CL05ET
105. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING, PIPE SLLPPORTb
LEDGER STRIPS NOT LESS THAN NOMINAL 2 x 2' [ IRG SEC, 502.6.2 1 DBL, DOUBLE HORIZ, HORIZONTAL R.D. ROOF DRAIN WD, WOOD
FOR ABS MAY NOT EXCEED 4 FEET ON CENTER I UPC SECS, 314,5 e 314,5.1 1 DRAWN: BJ/JR
52, ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS e OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST D' DOUNKIN FIR HWT HOT WATER TANK REF. REFERENCE WOW, WINDOW
DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS, NOTCHES AT THE ENDS OF JOISTS 106, WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP D.F. DRINKING FOUNTAIN INT, INSULATION N REQ'r REFRIGERATOR W/O WATER DATE: B/O1/2017
SHALL NOT EXCEED IN OF THE JOIST,
JOIST
T'S DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF THE 70P OR BOTTOM [ IRC P2120 I DN. DOWN KI , KITCHEN
RM. REQUIRED WP WATERPROOF
DR. POOR KIT, KITCHEN RM, ROOM W.W,F, WELDED WIRE SHEET
BOF THE E WITHIN IST, HOLES OF EACH AR E NOT
NTO OT C ESAY NN TBIIE ERTOP HAN BOTTOM OF 1/3 THE DEPTH
THE JOIST OF THS SO
NOT EXCEED IST. HOLES ANDNO
JOISTMUT DEPTH NOT 107, SHCHES OWERS AND LAVATORIES TO HAVE 2.5 AND 2.2 GALLON PER MINUTE FLOW RATE, RESPECTIVELY, WATER CLOSET SHALL DTL, DETAIL JST, JOIST R.O. ROUGH OPENING FABRIC AJA
AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN I IRC SEC, 502.1 a 502.9 1 FOR NOTCHING AND BORING OF BE 1.6 GALLON/FLUSH MAX, DW DISHWASHER LAV, LAVATORY S a R SHELF a ROD XO SLIDER (WINDOW)
MANUFACTURED FLOOR JOISTS REFER TO THE MANUFACTURERS SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS EA, DRAWING HF MATERIAL S.P, SQUARE FEET
EA. EACH HF HEM-FIR SGD SLIDING-GLASS DOOR
WA
FULLY
f
- - - - - - - - - - - - - - - - - - - - - �
, I LANDED GENTRY
7000N�)
II
NOTE:
I I I I EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE HOMES AND COMMUNITIES
DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/
I I I I OWNER), EXHAUST FANS TO COMPLY W/ WASHINGTON STATE VENTILATION AND REVISIONS BY:
I I I I --
I I \ I I INDOOR AIR QUALITY CODE (CHAPTER 3). FAN NOISE NOT TO EXCEED 1.5 SONES JR
I I \ * 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP.
I I I I VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/
OWNER AND/OR BUILDER
ELECTRICAL PLAN KEY
INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL
LUMINAIRIIES SHALL BE NIGH EFFICIENCY LUMINAIRIES, v WALL SCONCE
_ RECESSED CAN
EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR CEILING FIXTURE
_ LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL
\ I BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL EYEBALL CAN
_ \ BE HIGH EFFICIENCY LUMINAIRIES. �sD SMOKE DETECTOR
HANGING 7, SIC Q EXHAUST FAN/EXHAUST FAN W/LIGHT
FIXTURE
LIGHT SWITCH
3 WAY LIGHT SWITCH
LSD TO KITCHEN �a 4 WAY LIGHT SWITCH
LIGHTS
$T TIMER SWITCH
WALL OUTLET 120 VOLTS
(b 220 VOLT OUTLET(DRYER 8 OVEN PLUG)
OI=T, 3'-0
ll DINING EXTENSION - - - - - - - - - - - - - - - - - -
E WATER PROOF GROUND FAULT
I I I I Wpm INTERRUPTER OUTLET 120 VOLTS
GROUND FAULT INTERRUPTER
SCALE: 1/4" - V-011 i - — OUTLET 120 VOLTS
I I Tv TEL TELEVISION,TELEPHONE
4 AND INTERNET MODULE
II
I I I I PULL CHAIN LIGHT
I
I I I I WALL MOUNTED LIGHT
r ® HARDWIRE OUTLET
'n f�`=Sn=?:g�:: ;�:..I c:'a i'::a::.�i •7.: is AFETY (P (P
covER{� \ NOTE:
SMOKE DETECTOR(SD)S sD 110V INTERCONNECTED
/ WITH BATTERY BACKUP
50 CFM (MIND
EAN - — - — \ LSD
XH, F \, \ HANGING
NCOSao I \-(�FIXTURE
` — — — — —
RANGE W/
foo CFM
�'- HOOD ABV.
I %
<TV/TEL I TV TEL [>
P' 0 - r-
I
O UPPER
50 CFM (MIN,)
I
EXN, FAN r � I
�!. FLOOR
I
Q III
- J P� r.
- - -
3'-0" _ � 3,Afl / DED. 70 HWT URN, - - - -
- - - - - - - - - - - - - - - -
(OPT,) i (OPT,) / FREEZER
INSTALL ONLY IF � INSTALL ONLY IF I T � 50 CFM (MIN.) 1
OPT, DOOR USED OPT, DOOR USED 1Yvl EXH, FAN
(VERIFY W/ BLDR.) (VERIFY W/ BLDR.) � /
NOTE: 1 NOTE: \
ALL GARA OUTLETS ALL GARAGE OUTLETS
BE 48' A.F, U,N,O. \ TO BE 48" A,F.F, U.N.O. $$ - - - - \ , I TV/TEL CENTERED
OVER FIREPLACE
TO GARAGE
JJJ
LIGHTS \ J- HANGING \
a CLG. —�
_ - - FIXTURE
-- --- ------ -- 3
------------------------------------
i
50 CFM I I I I
Q (MIN,)
EXH, FAN � -
I-I I I
CAMPBELL
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
TO ARAG
GHTS \ /
MAIN FLOOR
3rd GAfR GAfRAGE OF' ON MAIN FLOOfR ELECTfRIC,4L PLAN ELECTRICAL PLANS
SCALE: 1/4" = If ff SCALE: 1/4" = V-O"
JOB NO: CAMPBELL
DESIGNED: LG
DRAWN: JR,BJ
DATE: 7/24/2017
SHEET
E 1 m1
WA
LANDED GENTRY
HOMES AND COMMUNITIES
ELECTRICAL PLAN KEY
v WALL SCONCE
RECESSED CAN
CEILING FIXTURE
EYEBALL CAN
f9so SMOKE DETECTOR
Q EXHAUST FAN/EXHAUST FAN W/LIGHT
LIGHT SWITCH
$3 3 WAY LIGHT SWITCH
$4 4 WAY LIGHT SWITCH
$T TIMER SWITCH
WALL OUTLET 120 VOLTS
220 VOLT OUTLET(DRYER&OVEN PLUG)
WATER PROOF GROUND FAULT
I dip
INTERRUPTER OUTLET 120 VOLTS
50 CFM (MIN.) e, GROUND FAULT INTERRUPTER
EXH, FAN OUTLET 120 VOLTS
Q TEL
TELEVISION,TELEPHONE
aAND INTERNET MODULE
TO MAIN o
— FLOOR { PULL CHAIN LIGHT
WALL MOUNTED LIGHT
HARDWIRE OUTLET
NOTE:
SMOKE DETECTOR(SD)Srr)110V INTERCONNECTED
WITH BATTERY BACKUP
X- -
`
co
- - - I
—r— — — 7
F I w — — —
- - - - - � TV/TELEr
Uf=fi='EfR FLOOfR ELECTfRICAL f'L;4N
SCALE: 1/4" = V-O"
NOTE: CAMPBELL
EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE
DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/
OWNER). EXHAUST FANS TO COMPLY W/ WASHINGTON STATE VENTILATION AND
INDOOR AIR QUALITY CODE (CHAPTER 3). FAN NOISE NOT TO EXCEED 1.5 SONES UPPER
PPER FLOOR
o 0.1 INCHES WATER GAUGE. EXHAUST FANS TO 5E VENTED TO OUTSIDE AIR TYP.
VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ U
OWNER AND/OR 5UILDER ELECTRICAL PLANS
INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL
LUMINAIRIIES SHALL 5E HIGH EFFICIENCY LUMINAIRIES,
EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR JOB NO: CAMPBELL
LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL DESIGNED: LG
BUILDING OR TO OTHER 5UILDINGS ON THE SAME LOT SHALL
5E HIGH EFFICIENCY LUMINAIRES.
DRAWN: JR,BJ
DATE: 7/24/2017
SHEET
El m2
WA