HomeMy WebLinkAboutBLD2020-01150 - BLD Plot / Site Plans - 11/4/2020 SMOKE ALARM SCHEDULE BUILDING CODE DESIGN DATA
® SMOKE ALARMS FOR EACH SLEEPING ROOM AND 9-2" 14'-4" 34'-6" 2015 IRC, WAC 51-51
D
2015 IFC, WAC1- 4A
COMBO SMOKE /CARBON MONOXIDE ALARM AT 2015 WSEC, WAC 51-112015 UPC, WAC 51-56 & 51-57
h"J EACH STORY(IN THE VICINITY OF BEDROOMS).
• ALARMS ARE REQUIRRED TO BE INTERCONNECTED. 2015 IMC, WAC 51-52
' SMOKE ALARMS SHALL BE INSTALLED PER NFPA 72
2015 IFGC, WAC 51- 2
I GROUND SNOW LOAD: 30 the
EXHAUST FAN SCHEDULE 13'-4" I 22'-°" HOUSE FLOOR LOAD: 40 Ibs
DECK FLOOR LOAD: 60 Ibs
(FLOOR DEAD LOAD: 15 Ibs)
O INTERMITTENTLY OPERATING (UTILITY& BATH) 90 cfm
WIND SPEED: 110 mph / 85 mph
4'-2- I 3'-0" 4-8" WIND EXPOSURE B
O . WHOLE HOUSE FAN, AUTO TIMER FOR 8 HOURS PER DAY SEISMIC: D2
VERIFY cfm PER HOUSE FLOOR AREA & BEDROOMS PATIO PORCH
I FROST LINE: 12'
I
WHOLE HOUSE EXHAUST FAN NOTE: 2630
INDEX:
- HIGH EFF. (MAX 0.35 WATTS) SH G S.G.
— 11 4646 XO Al - FLOOR PLANS
SMOKE ALARM NOTE: S.G. 60610 S.G.D. 80 I XOX 60610 S.G.D. o S -EXTERIOR ELEVATIONS
- FOUNDATION PLAN
- INSTALL SMOKE ALARM +10' FROM OVEN. ❑ S2 - FRAMING PLANS
ALARMS LESS THAN 20' FROM OVEN SHALL n _ G1 - DETAILS
HAVE SILENCING BUTTON OR 'x5O
PHOTOELECTRIC TYPE _ DINING
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®®® 6068 OFFICE m 6� ( • UTIL j LOT /OWNER
lb
----- BIPASS PLAN #1957
A., N z °J 'v
4040 xQ se D
S.G a
ELEC
6068 TAX ID # 122322390242
S.G. yo°
BIPASS a
t060 1060 FURN =a A JOHN SCHUMACHER
BEDRM. 3 FXD FXD PORCH NG o9, SELF-CLOSING 90
360-731-0769
0 o AFUE FIRE DOOR
BEDRM. 2 oo
94% (20 MIN.) SOUTHWINDCH@
1 6040 XOX 6'-6" 2'-4" 4'-s" 8'-6" COMCAST.NET
EGRESS
6040 XOX lit DRAWN BY
EGRESS PROVIDE SCOTT SHELTON
lk BOLLARD
OR EQUAL 360-620-8883 c
0
GARAGE PLANSGUY@
5/8" TYPE 'x' G.W.B. OUTLOOK.COM
WALLS & CEIL'G DATE
°o *SECURE CEIL'G = 11/04/20
®6" o.c., TYP.
0o REVISED
DRAWING:
(3) 3040 FLOOR PLAN
FXD M
6'-3•
orAREA SUMMARY A 1
MAIN FLOOR AREA: 1957 SF
TOTAL FLOOR AREA: 1957 SF
12'-s" 11'-6" 12'-0" 22'-0" of
GARAGE FLOOR AREA: 528 SF
MAIN FLOOR PLAN SCALE :1/4" = 1' PORCH FLOOR AREA: 312 SF
PATIO FLOOR AREA: 160 SF lw
----------------------------------------------------------------------
B
- ---------------------------------------
RIGHT ELEVATION SCALE :1/4• = 1'
LOT/OWNER
PLAN #1957
TAX ID # 122322390242
12 JOHN SCHUMACHER
Q 6 360-731-0769
SOUTHWINDCH®
COMCAST.NET
- -------------- ------------ - ------------- - -------------------------- -
DRAWN BY
SCOTT SHELTON
/ 360-620-8883 c
PLANSGUY@
OUTLOOK.COM
DATE
---------------- ---------------- 11/04/20
REVISED
FRONT ELEVATION SCALE :1/4" 1'
DRAWING:
+ ELEVATIONS
A2
of 7
�I
ti
------------------------------------------------------
A A
-----------------------------------------------------
LEFT ELEVATION SCALE :1/4• = 1'
LOT/OWNER
PLAN #1957
TAX ID # 122322390242
JOHN SCHUMACHER
360-731-0769
SOUTHWINDCH@
COMCAST.NET
------------- ------------------------------- --------------------------------
D AWN Y
SCOTT SHELTON
360-620-8883 c
PLANSGUYO
OUTLOOK.COM
DATE
------------- ----- 11/04/20
REVISED
DRAWING:
• REAR ELEVATION SCALE :,/4' = 1' ELEVATIONS
A ,
of 7
58'-0"
PROVIDE CRAWL SPACE VENTING, 25'-4" 22'-0" 1D'-8"
FIELD VERIFY LOCATION r --I r--1 r
1957 / 300 = 6.5 s.f. REQ'D J L—J
+4" CONC.
SLAB
r-------- ---- ------ ----------------------- ---------- -----------� I
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PROVIDE I
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I I X I ACCESS OPENING
L--- I/ �I -- ------------ ---------- ------ 2_2z6 - -----------------------------
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1 I I I
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1 I ACCESS, I .I
1 18"x24" min. I I
o I I I I
I CRAWL 1• I
SPACE 1 I
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PROVIDE 6 mil CLASS 1
VAPOR RETARDER, TYP. 1
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LOT /OWNER
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1 1 1 1 PLAN #1957
1 I ICI �
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I L----------------------- ------------------------------------- ------------ TAX ID # 122322390242
=� JOHN SCHUMACHER
I I 1 1 +4" CONC. I 'I I• I o 360-731-0769
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-, 1• 1 1 1 • SOUTHWINDCH®
cl
�i i i COMCAST.NET
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II r ----- ---------J I' I I j DRAWN BY
—__ SCOTT SHELTON
1
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I +4" CONC. PLANSGUY®
1 I SLAB l OUTLOOK.COM
I DATE
11/04/20
2: I I
I j j REVISED
I I
DRAWING:
I ,�--------------------------J i FOUNDATION
I r ------� PLAN
" FOUNDATION PLAN SCALE :1/4" = 1' s 1
12'-6' 11'-6" 12'-0" 0 f 7
22'-0"
�W
J
a 1 O
�i d'�i
OIL�
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PROVIDE ATTIC VENTING '
IN THE UPPER % OF AREA. -------- ---- Ja ALL EXTERIOR HEADERS
Qo, --- awe SHALL BE 4 x 8, U.N.O.
1957 / 300 = 6.5 s.f. REQ'D 3 6 X 12 BEAM
a
CONT. RIDGE VENT&
PROVIDE R-10 FOAM INSUL. AT EXTERIOR HEADERS
VENTED 'BIRD' BLOCKS, TYP. rn �, <°O+
0O(PROVIDE 40%-50%OF REQUIRED '" m. - ALL EXTERIOR HEADERS SHALL HAVE (1) TRIMMER & (1) KING STUD
VENTILATION IN RIDGE VENTING) I 1
I MFR. ROOF
TRUSSES
< ®24" o.c. a,
m M.
IX XI
1� �1
BRACED WALL LINE — --- _------ —_ ---- — 4 X 12 HEADER _--- _ _ _ BRACED WALL LINE
— — — — I -- -----
5 LF REQUIRED -—- -—' LF REQUIRED
+ 14 LF PROVIDED I 1 +12 LF PROVIDED
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BRACED WALL LINE _ _ 1
5 LF REQUIRED I _ _ I LOT /OWNER
16 LF PROVIDED I I I PLAN #1957
1 I
I I 1
GIRDER TRUSS , _ _ BRACED WALL LINE TAX ID # 122322390242
- - ----- -- - - - 7or-------_ --- I 8.E6 LF REQUIRED
1 I I 1 18 LF PROVIDED JOHN SCHUMACHER
360-731-0769
SOUTHWNDCH@
I MFR. ROOF
COMCAST.NET
TRUSSES ;
I ®24" o.c. I
-- --- m DRAWN BY
BRACED WALL LINE ABW ABW I " SCOTT SHELTON
5 LF REQUIRED I ABw ABw I Xi 360-620-8883 c
+ 16 LF PROVIDED---- ALL EXTERIOR WALLS HTT-4 w/ PLANSGUY@
MFR. ROOF
SHALL BE 'WSP', U.N.O. TYP OF 10 TRUSSES ourLooK.coM
VERIFY REQUIRED BRACED WALL LINE j ®24' o.c. i DATE
BLOCKING AT FLOOR AND CEILING I 11�04�20
PER DETAIL SHEETS D2 & D3 REVISED
I
I
DRAWING:
BRACED WALL SCHEDULE ROOF PLAN
CS-WSP J" O.S.B. ONE SIDE W/8d ®6" o.c. _____ i _ _ BRACED WALL LINE
EDGE NAILING & 12" O.C. IN THE FIELD
4.41 LF REQUIRED
ABW 34- O.S.B. ONE SIDE (32" min.) W/8d 04" o.c.
MAIN FLOOR PLAN SCALE :1/4" = 1' + 12 LF PROVIDED
EDGE NAILING & 12" O.C. IN THE FIELD
PFG 3fe" O.S.B. ONE SIDE (24' min.) W/8d ®3" o.c. I I
EDGE NAILING & 12" O.C. IN THE FIELD z zI--
Of 3
w w
Q apN Qm
m + m
32" min.
Panel length
' Min. 3" x 11-1/4" net header
° Fasten top plate to header with
it two rows of 16d sinker. Nails at 3 in. o.c. typ.
1000 lb strap opposite sheathing
Min. 3/8" woo
structural panel °id °, Fasten sheathing to header with 8d common
sheathing on '°9 °i or galvanized box nails in 3 in. grid pattern
one face J _'° as shown and 3 in. o.c. in all framing
= iy iqa (studs, blocking, and sills) typ.
C.
= Minimum 2x '11� 8d common or galv.box nails i�°i i i°i For a panel splice (if needed),
a:j framing, minimum ®4" o.c. Iqq q panel edges shall occur over and
°
3 double studs 'e " be nailed to common blocking, and
o I '°'° occur within middle 24 in. of wall height.
W required 8d common or golv. aq I i One row of 3 in. o.c. paling is required
a box nails 0 12" o.c.
m at interior supports °i in each panel edge.
Studs under °
header as ° —-y°
required 2 x 6 framing
(2) 5/8" Diameter anchor bolts,
located between 6 and 12 inches 3/8" min. thickness wood
of each end of the segment structural panel sheathing
HTT-4 w/SSTB-16, OR EQUAL Minimum reinforcingof (embedded
w/SSTB-16, et EQUAL
(embedded into concrete and (embedded into concrete and
foundation: #4 bar, one nailed into framing).
nailed into framing). top and two bottom of
footing. Reinforcing shall
be lapped 15 inches.
•4 :f '�(•. in. (1) 5/8" onchor bolt
d
d
TYP. ABW DETAIL Minimum footing size under opening is 12" x 12". TYP. PFG DETAIL
A turned—down slab shall be permitted at door
openings. Reinforcing shall be as shown above.
(cont. footing required) LOT OWNER/
PLAN #1957
TAX ID # 122322390242
JOHN SCHUMACHER
CONT. RIM OR ADDITIONAL FRAMING MEMBER FULL HEIGHT BLOCKING @ 16" O.C. ALONG CONT. RIM OR FULL HEIGHT BLOCKING 360-731-0769
BAND JOIST DIRECTLY ABOVE BRACED BRACED WALL BAND JOIST CONT. ALONG BRACED
WALL PANEL WALL PANEL
SOUTHWINDCH®
PERPENDICULAR, FRAMING COMCAST.NET
Sd ® 6" O.C. ALONG 8d ® 6" O.C. ALONG TOE NAIL (3) 8d NAILS 8d ® 6" O.C. ALONG 8d ® 6" O.C. ALONG DRAWN BY
BRACED WALL PANEL BRACED WALL PANEL ® EACH BLOCKING BRACED WALL PANEL BRACED WALL PANEL SCOTT SHELTON
MEMBER
360-620-8883 c
BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL PLANSGUY@
(3) 16d ® 16" O.C. ALONG (3) 16d ® 16" O.C. ALONG (3) 16d ® EACH (3) 16d ® 16" O.C. ALONG (3) 16d ® 16" O.C. ALONG OUTLOOK.COM
BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER BRACED WALL PANEL BRACED WALL PANEL DATE
(2) 16d NAILS PERPENDICULAR, FRAMING 11/04/20
Cot' RIM OR EACH SIDE CONT. RIM OR REVISED
t BAND JOIST ADDITIONAL FRAMING MEMBER ;; BAND JOIST FULL HEIGHT BLOCKING
' DIRECTLY ABOVE BRACED FULL HEIGHT BLOCKING ® 16" O.C. ALONG CONT. ALONG BRACED
* WALL PANEL UNBRACED WALL CONT.
WALL PANEL DRAWING:
rr DETAILS
EXTERIOR, TYP. INTERIOR, TYP. INTERIOR, TYP. EXTERIOR, TYP. INTERIOR, TYP.
BRACED WALL PANEL CONNECTION WHEN PARALLEL TO (Z BRACED WALL PANEL CONNECTION WHEN DI
FLOOR/CEILING FRAMING PERPINDICULAR TO FLOOR/CEILING FRAMING
• SIMILAR CONNECTIONS AT WALL TO ROOF " SIMILAR CONNECTIONS AT WALL TO ROOF of
(PROVIDE HURRICANE CUPS FOR ALL TRUSSES) (PROVIDE HURRICANE CLIPS FOR ALL TRUSSES)
TYP. WALL SECTION SCALE : 1/2" = 1' ENERGY CODE NOTES
CONC. SLAB FLOOR: WOOD JOIST FLOOR:
—4" CONCRETE SLAB —FINISH FLOORING EFFICIENT WATER HEATING 5o:
—4" GRAVEL BASE —3/4" O.S.B. SUB—FLOOR All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75
i —COMPACTED SOIL —JOIST SYSTEM @ 24" o.c GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.
°a —R-10 INSUL. (24" WIDE) —R-30 INSUL. (IF UNHEATED BELOW) EFFICIENT WATER HEATING 5c:
STUD WALL: WOOD ROOF: Water heating system shall include one of the following:
—LAP SIDING —COMP. ROOFING ❑ Gas, propane or oil water heater with a minimum EF of 0.91
—HOUSE WRAP —15#FELT ❑ OR Electric heat pump water heater with a minimum EF of 2.0 and meeting the
—�Ke" O.S.B. SHEATHING —fie" O.S.B. SHEATHING standards of NEES's Northern Climate Specifications for Heat Pump Water Heaters.
—2x6 STUDS @ 16" o.c. —MFR. TRUSSES @ 24" o.c. HIGH EFFICIENCY HVAC EQUIPMENT 3b:
—R-21 INSULATION —R-49 INSULATION Air—source heat pump with a minimum HSPF of 9.0.
� —1/2" G.W.B. —5/8" G.W.B.
EFFICIENCY BUILDING ENVELOPE 1a:
Prescriptive compliance is hosed on Table R402.1.1
Fenestration— U—factor= 0.28
Skylight— U—Factor = .50
Ceiling, Flat— R—Value= 49
Ceiling, Sloped— R—Value= 38
C Wood Frame Wall— R—Value= 21 int
Mass Wall R—Value= R—value= 21/21
C Floor— R—Value= 38 LOT /OWNER
Slab— on grade R-10 perimeter and entire slab
5/8" DIA. ANCHOR BOLTS r Below grade slab— R-10, perimeter and under entire slab PLAN #1957
(7" EMBED min.)
W/3"x3"xI" WASHERS @ 48" o.c. TAX ID # 122322390242
WITHIN 12" OF EACH END
OF EACH SILL PLATE, JOHN SCHUMACHER
360-731-0769
#4 HORZ. BARS @ 18" o.c.
SOUTH
W/TOP BAR WITHIN 7" OF TOP COMCASIT.NET®
(TO ENGAGE ANCHOR BOLTS)
ao
6 #4 VERT. BARS @ 30" o.c. DRAWN BY
(2"-3" FROM THE INSIDE OF WALL)
W/ALT. HOOKS @ FTG. SCOTT SHELTON
(TO ENGAGE FTG. HORZ. BAR) 360-620-8883 c
(2) g4 HORZ. BARS
1 z", TYP.
3" ABV. BOT. OF FTG. PLANSGUY@
16" AS NOTED OUTLOOK.COM
DATE
TYP. FOUNDATION DETAIL SCALE : 3/4" = 1' 11/04/20
REVISED
DRAWING:
DETAILS
• D2
of 7