JOM025 2275 R5 Lot Specific Drawings 10162013 SQUARE FOOTAGE SUMMARY
FIRST FLOOR 869 SQUARE FEET
SECOND FLOOR 1406 SQUARE FEET
HEATED SPACE 2275 SQUARE FEET
GARAGE 426 SQUARE FEET
COVERED PORCHES 60 SQUARE FEET
OVERALL WIDTH 33'- 1 0" FEET
OVERALL LENGTH 40'- 1 /2" FEET
INDEX:
A 1 : SQUARE FOOTAGE SUMMARY INDEX
A2: GENERAL NOTES
A3: GENERAL NOTE52
A4: FOUNDATION PLAN THE DRAWINGS AND PLANS SET FORTH IN THIS SET
A5: 15t FLOOR J015T LAYOUT OF DRAWINGS A5 IN5TRUMENT5 OF SERVICE, AND
AG: 15t FLOOR FRAMING SHALL REMAIN, THE PROPERTY OF Tacoma Peoples
A7: 2nd FLOOR J015T LAYOUT
A8: 2nd FLOOR FRAMING Builder LLC U5E OF THESE DRAWINGS 15 LIMITED TO A
A9: ROOF FRAMING PLAN SPECIFIED PROJECT FOR A SPECIFIED LOT NAMED
A10: 15t FLOOR FINISHES HEREON, AND FOR THE CONSTRUCTION OF ONE
A 1 1 : 2nd FLOOR FINISHES BUILDING. ANY U5E OR RE-USE OF SAID DRAWINGS 15
Al2: 1 5t FLOOR ELECTRICAL STRICTLY PROHIBITED WITHOUT THE WRITTEN
A 13: 2nd FLOOR ELECTRICAL PERM155ION OF Tacoma Peoples Builder LLC.
A 14: FRONT * RIGHT ELEVATIONS
A15: REAR* LEFT ELEVATIONS
DETAIL PAGES LOCATED IN BACK
2275 Roof Vent Calculations
140G 5F of attic area multiplied by 1/300th = 4.7 square feet. Provide 25% (1 .2 5F) at lower 1/3,
and 75% (3.5 5F) at upper 1/3 of roof area, per IRC 806.2. Each AR-50 = .44 5q.ft., so (8) AF-50 vents required.
If cave vents are replaced with soled blocking due to fire code (see IRC table 302. 1 )
provide (3) additional AF-50 Vents ( 1 0 total)
2275 Foundation Vent Calculations
Total foundation area = 869 5F. Per IRC 408. 1 , provide 15q. ft. ventilation per 300 5q. ft. of floor area.
Therefore, 869 divided by 300 = 2.9 5q. feet of venting. Each standard plastic foundation vent provides .5 5q. ft.
of free vent area, 50 (G) vents are required
r
THE PEOPLES BUILDER
i0m L.L.C. 2275-K5 A
a
N
025 1 1 25 57TH 5T.E. suite D
Sumner,WA 96093 SCALE: DATE: 9-23-13
GENERAL NOTES:
1 . IT IS THE INTENT FOR THESE DRAWINGS � WRITTEN NOTES TO COMPLY WITH THE CURRENTLY ADOPTED VERSIONS OF THE CODES IN
THE JURISDICTION, SPECIFICALLY: THE 201 2 INTERNATIONAL RESIDENTIAL CODE, THE 201 2 UNIFORM PLUMBING CODE, AND THE
2012 WA. STATE ENERGY CODE, ALONG WITH ANY AMENDMENTS ADOPTED BY THE LOCAL JURISDICTION. IF ANY PART OF THESE PLANS
OR SPECIFICATIONS ARE IN CONFLICT WITH THE ABOVE CODES OR REQUIREMENTS, THEN THE CODES IN FORCE SHALL GOVERN.
2. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS
AND/OR CONDITIONS RELATING TO THE WORK PRIOR TO PROCEEDING ON TO THE CONSTRUCTION PROCESS. CONTRACTOR SHALL BE
INFORMED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. ANY SUCH VARIATIONS SHALL
BE KL50LVLD BY THE CONTRACTOR PRIOR TO THE SUBCONTRACTOR PROCEEDING WITH THE WORK, OR THE SUBCONTRACTOR SHALL
ACCEPT FULL RESPONSIBILITY FOR THE COST TO RECTIFY THE SAME.
3. IF THERE ARE ANY DISCREPANCIES OR QUESTIONS REGARDING THESE PLANS AND SPECIFICATIONS, SUBCONTRACTOR MUST
IMMEDIATELY BRING THE MATTER TO THE ATTENTION OF THE CONTRACTOR.
FRAMING NOTES:
4. EXTERIOR WALLS TO BE FRAMED WITH 2X6 H.F. #2 WOOD STUDS AT I G"O.C. WITH 7/1 G" OSB SHEATHING.
5. INTERIOR WALLS TO BE FRAMED WITH 2X4 H.F. #2 WOOD STUDS AT I G" O.C.(BEARING WALL), OR 24" O.C.(NON-BEARING).
6. INSTALL FIRE-BLOCKING AND DRAFT-STOPPING PER 2009 IRC SECTIONS 302. 1 1 , RG02.8 � R502.12 TO CUT OFF ALL CONCEALED
VERTICAL AND HORIZONTAL DRAFT OPENINGS IN CONCEALED SPACES, BETWEEN STORIES, ETC,
7. ALL WALL BRACING AND SHEAR REQUIREMENTS TO BE MET BY COMPLYING WITH STRUCTURAL DESIGN AS SUBMITTED BY A LICENSED
STRUCTURAL ENGINEER.
8. UNLESS PRESERVATIVE TREATED MATERIAL IS USED, MAINTAIN FLOOR JOISTS 18" FROM GROUND AND BEAMS 12" FROM GROUND.
(20 1 2 IKC R3 17.1)
9. WOOD FRAMING MEMBERS RESTING ON CONCRETE FOUNDATIONS LESS THAN 8" FROM THE EXPOSED GROUND MUST BE
PRESERVATIVE-TREATED (201 2 1 P 8317.1 )
10. CUTTING � NOTCHING OF STUDS NOT TO EXCEED 2507o OF STUD DEPTH. BORED HOLES SHALL NOT EXCEED GO%OF STUD DEPTH IF
CONFORMING TO GUIDELINES IN 2012 IRC RG02.G .
1 1 . ALL NAILING SHALL CONFORM TO NAILING SCHEDULES CONTAINED IN TABLE RG02.3.1
12. KATPROOFING: PER 2012 UPC SECTION 3 1 3.1 2.1 thru 3 1 3.1 2.4; DRAIN INLETS SHALL HAVE STRAINER PLATES WITH MINIMUM %2"
OPENING. METER BOXES SHALL NOT ALLOW RATS TO ENTER THE BUILDING. ALL OPENINGS IN FLOORS, WALLS, �CEILINGS SHALL BE
CLOSED BY APPROVED METHODS. TUB WASTE OPENINGS ON FIRST FLOOR SHALL BE PROTECTED BY METAL SCREENING 12"X I2' MAX.
13. PROVIDE SEPARATION BETWEEN HOUSE AND GARAGE WITH 112" GYPSUM WALL BOARD AT ALL WARM WALLS AND ALL WALLS THAT
SUPPORT A FLOOR ABOVE, AND 5/8"TYPE "X"AT CEILINGS BELOW HABITABLE ROOMS ABOVE.
14. METAL HARDWARE NOTE: ALL TIE-DOWN STRAPS, POST-TO-CONCRETE BRACKETS, JOIST HANGERS, HURRICANE CLIPS, TRUSS
CLIPS, TRUSS HANGERS, AND MISCELLANEOUS OTHER ITEMS ARE TO BE "SIMFSON" BRAND OR EQUAL. ANY SUBSTITUTIONS MUST
EQUAL THE LOAD CAPABILITIES OF THE 51MP50N PRODUCT, OR BE APPROVED BY THE ENGINEER OF RECORD.
PLUMBING:
15. PLUMBER TO PROVIDE WATER-HAMMER DEVICES AT SUPPLY LINES FOR AUTOMATIC DISHWASHER, REFRIGERATORS AND LAUNDRY
LOCATIONS.
I G. ELECTRIC WATER HEATER 15 STANDARD: IF OPTIONAL GAS WATER HEATER, SET ON METAL STAND @ 18"ABOVE FLOOR. PROVIDE
EXPANSION TANK, FIX TO WALL W/ 2 SEISMIC STRAPS (1/3 D15T FROM TOP T BOTTOM OF TANK) PER IRC M 1307.
17. SHOWERS ARE TO BE LARGE ENOUGH TO INSCRIBE A MINIMUM 30" DIAMETER CIRCLE, AND PROVIDE A MINIMUM 900 SQ. IN. OF
FLOOR. PER 20 12 UPC 4 1 1 .7
16. WATER HEATER PRESSURE RELIEF VALVE TO DRAIN BY GRAVITY TO EXTERIOR. (UPC 60(5.5)
19. PLUMBING FIXTURES SHALL MEET THE WATER EFFICIENCY STANDARDS OF 2012 UPC Sec 402.3:
TANK-TYPE TOILET: I.G GALLONS PER FLUSH
SHOWER HEAD: 2.5 GALLONS PER MINUTE
FAUCETS: 2.5 GALLONS PER MINUTE
MECHANICAL:
20. PROVIDE OUTSIDE COMBUSTION AIR TO ALL FUEL BURNING EQUIPMENT WITHIN THE INSULATED BUILDING ENVELOPE. APPLIANCES IN
UNINSULATED AREAS MAY RELY ON INFILTRATION ALONE, PER G-2407.
JOM THE PEOPLES BUILDER
L.L.C. 2275 A2
I 125 57TH ST E Suite D
025
Sumner,WA SCALE: I/8"=1'-0" DATE: 7-15-13
GENERAL NOTES 2:
2 1. GAS FURNACE IN CLOSET LOCATION: COMPLY WITH IRC M 1305.1.1
- FURNACE TO BE 92% (MIN) EFFICIENT, DIRECT VENT SEALED COMBUSTION UNIT
- CL05ET IN5IDED DIMENSIONS TO BE 12" WIDER THAN UNIT, WITH MINIMUM 3"CLEARANCE TO SIDES, BACK, �TOP.
- VENTING AND AIR SUPPLY SHALL CONFORM TO IRC SECTIONS G2407 �G2442
- PROVIDE DOOR AT FRONT Of UNIT FOR SERVICE
22. WHOLE HOUSE FAN/VENTILATION: PER IRC M 1 507 � M 1 508, PROVIDE A WHOLE HOUSE FAN IN THE UTILITY ROOM (TYP), SIZED BASED
ON TABLE 1508.2. (Minimum Ventilation Requirements)
Floor Area: 2-3 Bedrooms: 4-5 Bedrooms:
< 1 500 sf 45 cfm fan GO cfm fan
150 1-3000 sf 60 cfm fan 75 cfm fan
3001-4500 sf 75 cfm fan 90 cfm fan
PROVIDE SPECIAL WINDOW VENTS TO ALL HABITABLE ROOMS. UNDERCUT DOORS BY 112"
23. RANGE, DRYER AND BATH DUCTS INSTALLED IN BUILDINGS SHALL BE OF METAL AND HAVE SMOOTH INTERIOR SURFACES. BATH DUCTS
MAY BE OF CLASS I DUCTING. DRYER DUCTS SHALL NOT BE FASTENED WITH SCREWS. ALL DUCTS TO TERMINATE AT THE OUTSIDE OF THE
5TKUCTUKL WITH BACK DRAFT DAMPER. 2012 IRC M 1 502 thru 1 507
24. ENVIRONMENTAL AIR DUCT EXHAUSTS SHALL TERMINATE AT LEAST 3 FEET FROM OPENINGS INTO THE BUILDING.
25. DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL CONFORM TO MANUFACTURERS INSTALLATION INSTRUCTIONS AND APPLIANCE
LISTING, AS WELL AS SECTIONS M 1 502 AND G2439.
26. PROGRAMMABLE THERMOSTAT: INSTALL A 5 DAY- 2 DAY THERMOSTAT WITH A MIN. OF 2 SETBACK PERIODS PER DAY. (WSEC 503.8
MISCELLANEOUS:
27. FLASHING: APPROVED CORROSION RESISTANT FLASHINGS SHALL BE PROVIDED IN THE EXTERIOR ENVELOPE IN SUCH A MANNER AS TO
PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR STRUCTURAL FRAMING COMPONENTS INCLUDING ROOFS, DECKS, WINDOWS, DOORS,
MASONRY, AND ROOF-TO-WALL INTERSECTIONS AS SET FORTH IN 2012 IRC SECTION 703.8
28. PROVIDE SAFETY GLAZING IN DOORS AND WINDOWS IN ANY WALL WITHIN A 24" ARC OF EITHER EDGE OF THE DOOR IN THE CLOSED
POSITION, AND ANY DOORS OR ENCLOSURE FOR TUB OR SHOWER OR SIMILAR APPLICATION. COMPLY WITH ALL PROVISIONS OF 2012 IRC
R308.4
29. PG 1 2.2 WHERE THE OPENINGS OF OPERABLE WINDOWS IS LOCATED MORE THAN 72" ABOVE FINISHED GRADE OR SURFACE BELOW, THE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24"ABOVE THE FINISHED FLOOR. GLAZING BETWEEN THE
FLOOR AND 24"SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4"SPHERE CANNOT PASS. (Exceptions apply, see IRC G 12.2 for
limiting methods and fall prevention devices)
30. FIREPLACES AND OTHER SOLID FUEL BURNING APPLIANCES MUST HAVE TIGHT FITTING DOORS AND DIRECT COMBUSTION AIR.
3 1 . ASPHALT SHINGLES SHALL COMPLY WITH MANUFACTURER'S GUIDELINES AND 201 2 IRC 905.2.
ENERGY COMPLIANCE WSEC 2012:
32. THIS HOUSE WILL COMPLY WITH THE PRESCRIPTIVE REQUIREMENTS FOR GROUP "R" OCCUPANCY AS DESCRIBED IN TABLE 6-1;
(UNLIMITED GLAZING)
VINYL WINDOWS: U-34 OR BETTER SKYLIGHTS: U-0.50 OR BETTER
EXTERIOR DOOR: U-0.20 OR BETTER CEILING INSULATION: K-49 BLOWN OR BATTS (or K38 w/raised-heel trusses)
VAULTED CEILING: R-38 INSULATION, Rafters Only WALLS ABOVE GRADE: K-21 INSULATION, INTERMEDIATE FRAMING
FLOOR IN CRAWLSPACE: K-30 INSULATION
33. HIGH EFFICACY LIGHTING: PER WSEC 505
INTERIOR: MINIMUM 50% OF LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES.
EXTERIOR: 100% OF LIGHTING SHALL BE HIGH EFFICACY UNLESS CONTROLLED BY PHOTOSENSOR�- MOTION SENSOR
34. BUILDING AIR LEAKAGE TESTING: PER WSEC 502.4.5, THE BUILDING ENVELOPE SHALL BE TESTED ANY TIME AFTER ROUGH-IN AND
AFTER INSTALLATION OF PENETRATIONS FOR UTILITIES, PLUMBING, ELECTRICAL, VENTILATION, AND COMBUSTION APPLIANCES AND SEALING
THEREOF. TESTING SHALL BE BY MEANS OF BLOWER DOOR FAN. AIR LEAKAGE CONTROL SHALL BE CONSIDERED ACCEPTABLE WHEN
TESTED TO HAVE AN AIR LEAKAGE LESS THAN 0.00030 SPECIFIC LEAKAGE AREA(51-A) WHEN TESTED WITH A BLOWER DOOR AT A
PRESSURE OF 50 PASCALS. THE BLOWER DOOR TEST RESULTS SHALL BE RECORDED ON THE CERTIFICATE REQUIRED IN SECTION 1 05.4,
POSTED IN THE GARAGE AT THE ELECTRICAL PANEL.
35. DUCT LEAKAGE AND SEALING: PER WSEC 503.1 0.1 HVAC DUCTS MUST BE SEALED, THEN TESTED FOR LEAKAGE STANDARDS. THIS
HOME HAS BEEN DESIGNED WITH 18" WEB TRUSSES AND A FURNACE CLOSET LOCATED WITHIN THE HEATED ENVELOPE FOR THE PURPOSE
OF KEEPING THE SUPPLY DUCTS WITHIN THE FLOOR TRUSSES AND WITHIN CONDITIONED SPACE. PER 503.1 0.3, EXCEPTION #1, DUCT
TIGHTNESS TEST IS NOT REQUIRED IF THE AIR HANDLER AND ALL DUCTS ARE LOCATED WITHIN THE CONDITIONED SPACE.
36. ENERGY CERTIFICATE: Per WSEC 1 05.4, A PERMANENT CERTIFICATE SHALL BE POSTED WITHIN 3 FEET OF THE ELECTRICAL PANEL IN
THE GARAGE. THE CERTIFICATE SHALL BE THE ONE PROVIDED BY THE W5U EXTENSION ENERGY PROGRAM WEB5ITE, COMPLETED BY THE
BUILDER, FULFILLING ALL REQUIREMENTS OF THIS SECTION.
JOM THE PEOPLES BUILDER
L.L.C. 2275 A3
I 125 57TH ST E Suite D
025
Sumner,WA SCALE: I/8-1'-0" DATE: 7-15-13
"NOTE`: ANCHOR BOLTS FOR PLATE Per IRC 3 1 7.3.1.fasteners for
LENGTHS OF I C'SET 12''FROM ENDS AT pressure preservative treated
PLATE SPLICES AND CORNERS. ASSUME wood shall be of hot-dipped
2 x G PLATE(SET BOLTS @ 3-1/2"FROM galvanized steel,stainless steel.
silicon bronze or copper.
OUTSIDE EDGE)EXCEPT FOR 2 x 4 PLATE
AT GARAGE FRONT 4 OUTSIDE,
33'-1 0"
5 6 PATIOS AND STOPS THAT POUR
UP AGAINST WOOD FRAMING:
PROTECT WOOD WITH
NERVASTROL"VINYL FLASHING
5/8"ANCHOR BOLTS (OR EQUAL). LAP HORIZONTAL
ro
@72"ON CENTER AT ALL R, JOINTS MIN,3"OFF EACH END,
SW-I LOCATIONS,TYP.
I � � I
NOTE: Create a low spot to act
(6) 1 G x 8 Foundation a5 a sump area below house,
vcrit5 rc,�ulred (I)PIER PAD Provide drainrock and perforated v
o_ bucket per Speafications o
C(4)44xFADS provided by budder, _0
EA.WAY,TYP.
0
ro2665
PIER PAD 2'x2'x8"W/(2)
n / #4 BARS -A.WAY.WE.
Z
21
m
(1)P1ERPnD — — — — — — — — — — — — — J N
30"x30"x 1 2"w/
N 'A vAY T7 o o
Bo" BOLLARD
II II II
rn GARAGE SLAB TO
SLOPE 4"TOWARDS
DOOR °
5FHD10RJ
5T ID,0
_ o -
4'_C` CONTINUOUS FOOTING
= - - - - - - - - - - -w-
(1)FER PAD
30"x30"x1 2"w/ I'-7 3/4" N N
(4)Y4 E,,R5 ro Concrete to be 3.000
EA,WAY,TW, co
psi air-entrained mix
7-7 1' Concrete Batch Ticket or
delivery reciept for 3,000 P51
concrete shall be onsite for
Concrete finish: Exposed aggregate 2'-1" 21'-9^ Building Inspector verification at
inspections. Concrete shall be
33'-I 0" air-entrained. Total air content
(%by volume)shall not be less
than 5%or more than 7%per
IRC Table 402.2
Shear Wall(see attached schedule)
R5 MAIN FOUNDATION DOWNSPOUT LOCATION -(6)TOTAL
r
THE PEOPLES BUILDER
M L.L.c. 2275
s 1 125 57TH ST.E. Suite D A
4
025 Sumner,WA 96093 SCALE: 1/8"=1'-O" DATE: 9-23-13
9.2"19.2"19.2" 33'-10" 19.2" 10" J I/4"
2 v
0 0
o
6 5 0 2
0
V
Squash 4x I 0 DF Beams,typ
block 4
o
51ockmg below ,{ - -
bearing walls,typ �} 2' S' 5'
m
�
M 8'-8 3/4"
N 8x24 s'- 3/4" 2'-6 3/4" To Joist below point loads
crawl
(centerline)
51ockmg below
bearing walls,typ _
i
-4„
s _ All field cut ends,notches,
m and drilled holes of pressure
treated wood shall be
re-treated in the field with
AWPA M4.per IPC 31 7.1.I
Per IPC 3 17.3.1,fasteners for
pressure preservative treated
�
All point loads( )to have 12'-C I/2" wood shall be of hot-dipped
squash blocks down to beams L _ _ _ _ _ _ _ _ _ _ _ _ - galvanized steel,stainless steel,
or foundation — — — silicon bronze or copper.
— — — — — — — — — —
9-112" Engineered Joists:
Refer to Manufacturers
Design for Complete list of
material and layout details
R5 MAIN FLOOR J0I5T FRAMING
r
THE PEOPLES BUILDER
i0m L.L.C. 2275 A
s 1 125 57TH ST.E. suite D 5
025 Sumner,WA 96093 SCALE: I/8"=1'-0" DATE: 9-23-13
5046 SL Hose Bib
vented sw-i sw-i
50C 10 SGD
Fireplace Dining Area
option"B" �
ride 2.4
u= "ee
wh- a' m
Ll Ving ti
O I I I/2"
_ \ V
"J
O
U N
� U I
112 Walls at stairs:
42"min.above m I
2-
2x4 @ o Kitchen
treads.Step up at — =
each corner so lower bearin wall 6"oc m IN 1
wall cap butts Into 3'-3" m �I 14 2� 5'�SI/2"
wall above. G 5 4 3 2 1 m 20 =
Pantry
UP
s
Q �3 � 3'-S I/2" � Q
o N 7 N O 0
m
2'-I o I/2" Water Heater
9 a •
bollard Install per IRC M 1307:
1a-Electric Unit is standard
1 0- 12" -PTR valve to outside
3_6
treads �,.� Q o -Expansion tank installed
1 2 6'�p -If Gas fired:
bearin wall -set on 16"high stand
2x4 @
1/2�OSB I/2"OSB under
under door 20 Min Door 5/8"type"X" o
� gypsum @garage ceding
N ry�°D
below stairs
sTFiD I 0 kJ ro r—� ------------ff
a
O 6X7-0
m temp / m Garage Door
Hose Bib 20 6
_ L5-=1 _ 5Ti7o o m
4x10 beam II o
— belowJoists 6' 3'-10" 2'-3" I
m
5-1/8"x 13-1/2"xI7'GLB
S W-3 S W-3
All exterior openings to l'-7 314"
have double 2x 10 header
unless noted otherwise
12'-1" 2 1'-9"
R5 MAIN WALLS FRAMING
r
THE PEOPLES BUILDER
JOM L.L.C. 2275
s 1 125 57TH ST.E. Suite D A
G
025 Sumner,WA 96093 5CALL: 1/8"=1'-0" DATE: 9-23-13
33'-1 O"
5hi t this truss over one Begm layout here to avoid
inch to align next to plumbing conflict
stairwell truss
4 /2" I-5 112"
2 2' 2 1 2' 2 21 2 21 2 21 2 21 2 21 2 �
,
m
Ilz
41_4.. 101 1
N �
girder truss I�
o N
v —
N
N v
Stairwell encased with
12"sheetrock acts as
draft stonn,ng per below
IPC301.12
6'-3 112"
6'-I I IT
m
N
0
N
0
o
v
m II m
m 9i er t 55
4x10 beam A`2' 2'-1"� 2'
5..
below jolsts a �*
Apply 7/16"OSB to one
All point loads(�)to sde of this web truss as
have squash blocks draft stun per 1KC 3021
down to wall below 12'_1" 10-10 112" 10'-10 1/2"
1811 Open Web Floor Trusses:
Refer to Manufacturers Design for
Complete list of material and layout details
R5 UPPER JOIST FRAMING
S�
IV
r
THE PEOPLES BUILDER
JOM L.L.C. 2275 A
s 1 125 57TH ST.E. Suite D 7
025 Sumner,WA 96093 SCALE: I/8"=1'-O" DATE: 9-23-13
15-7 112" 2'-4 J/2" 4'-5 1121, 1 3'-1"
4046 5L 4046 Sl
sw-! ven ed sro! ven ed s -I
-- --------------
lne of wa eow ——7 — --- -
Co to t N
v
Bedroom 4 u� a // Bedroom 3 m
o — 2468 0
— �1 o'-a 1 IT
/ N
m
2468
]��11 m 3'-1I" 0'-1 1/2^ N
N Utility z06g 4^
- m
L'=__1�YtK m 2'-
m
41-I J12 1-5 1 14" n,
_ � 5 �
C
O_ n
m 2_6" -
3 Double
6 snks
O
1'-3 1/2
7 " O
E
ro o _
0-1/2" 8 - 5-4 112" c�6,mss,/ 3�_5""
treads 9 s
O G�/ � 2 �
10 C
I I � �'-4 I/4" � � `max, � �
/ Ca`b
c9 �� UP m r,n °? Cn X �` ��6'-5 I/2"
qi
W.I.C. v To
Cv m —
U N
m � T
Master
N Bedroom 2 H N
cfl � 5'-J
O N 9
v
--- line of wall below—__ _ m N
�1 rn Sittinq Area c.o
sw-! 4046 SL
ven ed �
Egress Windows 4046 Slider sW-! 3046 SL sw-I
-7.8 s ft et clear area exceeds
g 40416 SL sw-1
c 23"silt'nei ht i5 above t'ne 24"'nei ht for 3,_g„ 5, ven ed
q 5 5 SW 1
59sq k.regm't_
g 2 1/2' s'-s 1/2' s'-s^ All exterior openings to
nlld protection device b below t'ne 44"max.
21^net clear width exoeeas 20^min. have double 2x 10 header
-Operational within room:Slider latch. 12'-I" 10'-10 I/2" 10'-10 I/2"
Meetsl Exceeds 2009/RCSec.9310 un e55 noted otherwise
33'-I O"
R5 UPPER WALLS FRAMING
4 BDKM
r
, THE PEOPLES BUILDER
, .
�� ��� M L.L.c. 2275
s 1 125 57TH ST.E. Suite D A
8a
025 Sumner,WA 96093 SCALE: I/8"=1'-O" DATE: 9-23-13
33' 10"
U
1?
CV
8)Al'50 V NT5
RE UIRE
(8 AF-5
El 11 11
m m N
0 C, — N
El
v —
N
x
z' co
attic a ce s 0
irder truss
6: 1 2 Pitch, typ w
El
o N
N
� w
Gable End C)
= Gable End r Gable nil
Small Front Porch Roof: 0'-7" Gable End
-Common gable nailed to wall 2'-7'
-Gable End truss
(12''tads on One end; 12'-I" l0'-l0 I12" 10'-10 I12"
hanger on other end)
R5 ROOF FRAMING
SEE TRUSS MANUFACTURER'S ENGINEERED DESIGN
GENERAL Roof NOTES: Tr115 PLAN TO BE 5UPEKCEDED BY STAMPED DRAWINGS.
• 4"X 10" 1EADER5 TYP.AT ALL EXT DOOR#WINDOW OPENINGS,U.N.O. • H-I CLIPS AT EACH TRUSS-TO-PLATE LOCATION.
• 8'-1"PLATE AT MAIN FLOOR UNLESS NOTED OTHERWISE. SEE ELEVATIONS FOR ROOF PITCH
• SHADED WALLS INDICATE FLOOR BELOW WALLS(TYP.) • 1 2"OVERHANG @ 'PONT$BACK EAVES TYP.
• ENGINEERED ROOF TRUSSES PER WA.STATE APPROVED TRUSS MFG. 8"OVERHANG @ SIDE EAVES TYP.
• TRUSSES @ 24"O.C..TYPICAL. • COMPOSITION ROOFING OVER 15#FELT OVER 7/1 6"OSB,TYP.
J0M THE PEOPLES BUILDER
L.L.C. 2275 A9
I 125 57TH SL E Suite D
025
Sumner,WA SCALE: 1/8"=1'-0" DATE: 9-23-13
Fixtures/lights:Satin N,ekle
Light package#I b
MOORE
cc (
Fireplace Dining Area
option"B"
Lying 4D. Phone Prewire for microwave:t outlet at 18''below ceiling for 8'ce,hng.� -Dedicated W.
Smoke/CO2 �
detector Kitchen
I
O
I
I
L 42 J
Stairway Illumination:
Provide lighting for Water heater
treads and landings Install per IRC M 1 307:
per IRC 303.6 -Electric Unit is standard
-PTR valve to outside
-Expansion tank installed
I as fired:
Set on 18''high stand
Garage
GAS STUB OUT
OF HOUSE TO
BE 7 FEET
" FROM CORNER
Entry GDO PREWIRE OF GARAGE
5o FM
IN
an
i
------- -----
I I
/ I I
FI � II I
I I �
o I I
p
N
Electrical receptacles to be Add coach oghts
nstalled In locations and by
types that are In accordance
with the current National
Electrical Code
R5 MAIN ELECTRICAL
Electrical Symbol Key
Light Fixtures Misc. Fixtures Outlets Outlets (cont.)
Recessed can light Exhaust fan q Duplex outlet ® Direct wire connection
Ceiling surface mount light Ceiling fan jwP Water-proof outlet T Telephone outlet
Wall surface mount light p Smoke detector 4131', Ground fault Interupted outlet T} CATV (Television) outlet
�( Fluorescent surface mount light Mlsc. Items `lP Switched duplex outlet
Switches Stub for gas tiso Range/Dryer 220V outlet
Single pole switch Doorbell
3 Three-way switch 0 Thermostat
J O M THE PEOPLES BUILDER
L.L.C. 2275 A 10
1 1 25 57TH ST.E. Suite D
025
Sumner.WA SCALE: I/8"=1'-O" DATE: 4-25-13
I
Bedroom 4
O Bedroom 3
� / 3
50 LFM
Utility an
Whole House fan with timer: �� Hall Bath
4 Bed-75cfm
timer srn
D i
� o
Smoke/CO2 er Bath
detector 5o CFM
Stairway Illumination: fan
Provide haghtmag for
treads and landings I
per IRC 303.6 �
O °
UP x
3 � —
TV
Bedroom 2 O
Master
Sitting Area
Electrical receptacles to be
nstalled In loc3t10115 and by
types that are In accordance
with the current National
Electrical Code
R5 UPPER ELECTRICAL
4 BDKM
J O M THE PEO
I C.PLEBUILDER
1 25 57 H ST.E. Suite D 2275 A 1 1 a
025 Sumner.WA 96093 5CALL: 1/8"=1'-0" DATE: 4-25-13
Kitchen countertop:
refab granite Fixtures/lights:Satin Nickle
Stainless appliances: ight package#I b
Kitchen sink:deep stainless undcrmount Stainless microwave,
Stainless D/W.
Stainless range
Hardwood in kitchen, nook,powder and
entry:Shaw Crider Valley,Warm Sunset
Cabinets:Andover..Maple, Nutmeg
Add crown moulding above kitchen cabinets
Fireplace
option
cc "B..
Living
O
Accent wall CA078 Saddlery
I
Full-height I I
b/s wl deco I �
L-LLII
UP O O �Pantry-
o a L — J Lev
o O
F N
6'�p � Garage
Pwdr. Entry
� I I
ono � I I
I I
I I
I I
I I
R5 MAIN FINISHES
J O M THE PEOPLES BUILDER
L.L.C. 2275 A 12
1 1 25 57TH 5T.E. suite D
025
Sumner,WA SCALE: I/8"=1'-0" DATE: 4-25-13
m 7 W, .
t
o N
Bedroom 4 ur a �� Bedroom 3
O — 2468 O
N
C7>
24F8,LLLLLL
•L L I I _E2668 LLLHall Bath-L L Art deco b/s
•L L UtilitY-LLL 2068 L
w4°1hFR
V
4 D YtK L LL
L-L sPncu J
Rai se vanity VDB60
Showerdoor: N-LL4S L L obscure glass L L L L L Tile vanity countertop
Master Bath- art deco b/s
LL— LLL
-1 LL Tub:art deco b/s
LLL
LLL o
LL
UP x
s
W.I.C.
co O� N
Master
Bedroom 2
o N
rn Sittinq Area
O
12'-I" 10'-10 I/2" 10-10 I/2"
R5 UFFER FINISHES
4 BDKM
J O M THE PEOIPLESC BUILDER
7
1 25 57TH ST.E. Suite D
L.L.C. 2 5 A 1 3
025 Sumner,WA 96093 5CALE: I/8"=1'-0" DATE: 4-25-13
Lifetime architectural roofing
Over 7/16 OSb. 5ht9. All Fiber Cement Siding:CA073 Putty
installation and underlayment per 5$5 s d ng:CA096 Slate
Shake:CA21 I Storm
mf rs. s eciflcations ton of roof
to late
neader
Shake 51dMG'
N
4" wood trim (typ.)
o ro
BBB siding
Unner F.F.
o,rl,t,
Fiber cement header
El❑l n .2345 n Add—,ner
P319 1,4"high -
Wood corner trim - -
fini5h f
final Grade: M'n. 6"doff , e s°'' 2 275 R5 FRONT ELEVATION
to wood_ Provide C of fall away Fixtures/fights:Satin Nlckle
from foundations w/m first I 0 ft. Add coach fights Light package#I b
12
�6
2275 R5 RIGHT ELEVATION
JOM THE PEOPLES BUILDER
L.L.C. 2275 A 14
I 125 57TH ST E Suite D
025
Sumner,WA SCALE: I/8"=1'-G" DATE: 9-23-13
2275 R5 REAR ELEVATION
12
6F
,III '
Hill
i
2275 R5 LEFT ELEVATION
JOM THE PEOPLES BUILDER
L.L.C. 2275 A 15
I 125 57TH ST E Suite D
025
Sumner,WA 96093 SCALE: I/6"—I-G" DATE: 9-23-13