1442B PlanRIGHT ELEVATION
LEFT ELEVATION
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REAR ELEVATION
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FRONT ELEVATION B
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APPROVED
CM 1,4 l nq
DOW 2 -2010
Permit:
Revisions:
SHEET NUMBER
Al-b
PLAN 144 2 f
Freestone Companies
8820 201i Street rest
Suite A-
Fi #e, Wa 98424
253 -896-1300
DETAIL A-
DETAIL 6
TRU85E5 PER PLAN
IOd 06 1 O.C.
ROOF SHEATHING
VENTED BLOCKING
HI CP+ 24" 0 C.
DETAIL C
SHEAR WALL SCHEDULE
(SEE 20061BC table 2306.4.1 & Section 2306,4.1)
All shear walls to be sheathed from top plate to bottom plate. Block all panel edges.
Nail spacing is for all panel edges. Space nails @ 12" ox. along intermediate framing members.
SW -6 v =260. pif 7/16 "OSB, w /Sd(0.113 "0) nails @6 "ox.
Anchorage (interior walls only) to SINGLE joist or blkg below: 16d (box) @ 6" o.c.
SW -4 v =350 if 7(16 "OSB, w /8d 0.113 "(3 nails 4 "o.c.
WIND(1WI DOOR F ( ) CCm3
FRAMING Anchorage (interior walls only) to SINGLE joist or bikg below: Ind (box) @ 4" o.c.
WINDOW I DOOR The shear values above are based upon the use of 80 box nails with a full head, a shanl( diameter of
HEADER _ 0.113 ", and a minimum penetration of 1375". From Table 2306.4.1 use 15/32; 8d values with a 01729
reduction for Hem -Fir & 1.4 increase for wind. —_
PROVIDE (2) ROWS OF O SHEATH TRUSS, PER SW4, L = 10', SEE DETAIL B
8d 03 2" O.C. SHEAR
WALL TO HEADER O EXTEND GARAGE DOOR HEADER TO CORNER, PROVIDE NAILING PER DETAIL C
O3 A HTT-22 HOLDOWN MAY BE USED IN LIEU OF THE STHDiORJ HOLDOWN,
SEE DETAIL D
® A HTT22 HOLDOWN MAY 13E USED IN LIEU OF THE STHD10 HOLDOWN,
SEE DETAIL E
NOTE: ALL EXTERIOR WALLS & GABLE ENDS
TO BE SW-6 U.N.O.
-COMP05TI0N ROOFING ON
#15 ROOFING PAPER
-T/16" 05B ROOF SHEATHING
-2x MANUF. TRU55E5 OR 2x12
R,AFTER5 PER ROOFING PLAN
-R -38 FI5ERGLA55 5ATT
IN5ULATION
(R -30 INSULATION FOR
VAULTED CEILIN65)
5`T(5
Floor Plan Notes:
I. Window sizes and PCs* opemrgs to be Verified by COutrator,
2. Window header tight to tap Pate urw,
3. Facrlor walls to be 2x6 studs at 16 "o/ c, A➢ headers to be 4x Pf # 2 urw.
4. fireblock A plumbing peretfatom per IVC section P602B P�/ 5, 5afettt �azinct as per IRC 5ectaol RX)8A �w
6, All wood in contact with concrete to be pressure treated,
7. Prefab flreplaces, chltnney5 and related components to bear 11. a UK) sea' of
app mal and to be installed per maruf. specs
(Colo
94-MO Jlf
CG oN o�
42 "x36" CONCRETE LANDING - -- -
WITH 12 "TREAD 4 piece Bif
y•_qr' y� a
xla'° ' 4O4o yto
t- �N
OPTIONAL
' 5`x3u
UL APPRO D D RECT j y rub
VENT ZERC CLE kRANCE
GAS FIREP CE INSTALL GREAT RM
PER MFG'S SPEGS r
SaPFLsc
\ Pate. F d
h ( d
PROVIDE FLA51,1I1d6 a ALL WINDOW 4
O DOOR OPENIN55 PER IRC103.8
0
F 44.
tL m
�n N
F o
a'
- - -� TYPICAL WALL ASSEMBLY_
--iv LAP SIDING PER MANUF,
r' fg 055 WALL 5HEATHING (OR TI -11 5HEATHIN6i
2x6 5TUD5 a 16 "oz,
R -2i INSULATION
? GIN5
PROVIDE FLA5HINC, ® ALL ACCENT
F TRIM BOARDS PER IRC SECTION
R -105.8 (TYP)
CRAWL 5PACE IN5ULATION TO BE
R -50 FIBER6LA55 5ATT.
nQ _
9�
W� 3�4" Pl)IWOpV 54 ®Fr -OOr2
�p� GAP Y.. e; w.1. SNeerS CaJLe d NAt�
To FLaMe 70(Sr
2 S
E IWlu
( --- 2 x PRESSURE TREATEP fE TO MATCH FRAMING
"
04 BARB WITHIN 12" OF TOP OF WALL HORIZ. W/ MAX. HT OF 4:-
OR PER LOCAL JURISDIOTION
�II I III_ 5/8" ANCHOR BOLTS VV 5 "x3 "xl /4" AA51!ER5 ® 5'o.c.
+ (1) 12" FROM EACH PLATE END. (UNLESS NOTED OTHERWI5E)
4" VIA ROOF DRAIN (TYP)
G #4 HOOK BARS VERT. ot 4'o.c. Crr P)
(2) °4 BARS BOTTOM.
U IQI I_I
MIL BLACK VI5OUEEN VAPOR 13ARR IEI
(I i ,i I I —III I I_I! I -III— III I I i. I I I —I I
SCALE: 3/4"
0
-0
V)
TH OPT.
�N Fwu,
32"
N ®$OLFn
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9
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5o5oxo 1 0'50
- 4r-ixS,nNS•
PORCH
Nc.
gT4alo Typ.
(4) F..EO U
O G yr,
FLOOR PLAN
M42-4,F Ukurr,ly
?;D? 5F GARA4F. " 5'•Z"
WELLER CONSULTING ENGINEERS, P.C.
21925 ST"' PLACE WEST
BOTHELL, WA 98021
1428148 &9868
ENGINEER REVIEW
THIS DRAWING FF�jAASS BEEN REVIEWED PER THE ATTACHED
CALCULATIO PAR D BY Weller Consuttina Engineers P.C.
By
Job 10 -024. Date_t1- F1 4112
Void if not wet stamped
MAIN FLOOR AREA 1442 SF
AREA: 1441 SF
GLAZING AREA I1H SF
GLAZING PERCENTAGE rz °b
a
too
M. BEDROOM
CAIRO -V
(D so
❑ ul
r iLiS R45
I __ -1
CL I
I�t..
0
30 "X22"
ACCESS
O So nou-
5a oxo
BEDROOM
I:, r
t r rHOtop
V)
•\\s�Lf �3 1p rnzVeraf �-4 •
� d LL�JJ
PROVIDE COMBUSTION AIR
TO ALL GAS FIRED GARAGE
APPLIANCES PER M1702 & M1703
GARAGE
C-olic.
P2ox"01. C0 !.-AVER
AT JAP-1K WAµ S 4- CL-1
I
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Date: 2- z oto
Permit:
Revisions:
PLAN 1442
x
10110 6 "O.C.
-'
ROOF SHEATHING
3
Freestone O.Ompanies
6620 200' Street East
Suite A
Fife, Wa 964'24
753- 896 -1300
SHEATH TRUSS PER SW 4,
m
PROVIDE INTERMEDIATE
FRAMING AS RFOUIRED
v
tOA04 "O.C.
w
LL
w
rod ®4" O.G.
2 x _ A6 REQUIRED
SHEAR WALL PER
PLAN
DETAIL C
SHEAR WALL SCHEDULE
(SEE 20061BC table 2306.4.1 & Section 2306,4.1)
All shear walls to be sheathed from top plate to bottom plate. Block all panel edges.
Nail spacing is for all panel edges. Space nails @ 12" ox. along intermediate framing members.
SW -6 v =260. pif 7/16 "OSB, w /Sd(0.113 "0) nails @6 "ox.
Anchorage (interior walls only) to SINGLE joist or blkg below: 16d (box) @ 6" o.c.
SW -4 v =350 if 7(16 "OSB, w /8d 0.113 "(3 nails 4 "o.c.
WIND(1WI DOOR F ( ) CCm3
FRAMING Anchorage (interior walls only) to SINGLE joist or bikg below: Ind (box) @ 4" o.c.
WINDOW I DOOR The shear values above are based upon the use of 80 box nails with a full head, a shanl( diameter of
HEADER _ 0.113 ", and a minimum penetration of 1375". From Table 2306.4.1 use 15/32; 8d values with a 01729
reduction for Hem -Fir & 1.4 increase for wind. —_
PROVIDE (2) ROWS OF O SHEATH TRUSS, PER SW4, L = 10', SEE DETAIL B
8d 03 2" O.C. SHEAR
WALL TO HEADER O EXTEND GARAGE DOOR HEADER TO CORNER, PROVIDE NAILING PER DETAIL C
O3 A HTT-22 HOLDOWN MAY BE USED IN LIEU OF THE STHDiORJ HOLDOWN,
SEE DETAIL D
® A HTT22 HOLDOWN MAY 13E USED IN LIEU OF THE STHD10 HOLDOWN,
SEE DETAIL E
NOTE: ALL EXTERIOR WALLS & GABLE ENDS
TO BE SW-6 U.N.O.
-COMP05TI0N ROOFING ON
#15 ROOFING PAPER
-T/16" 05B ROOF SHEATHING
-2x MANUF. TRU55E5 OR 2x12
R,AFTER5 PER ROOFING PLAN
-R -38 FI5ERGLA55 5ATT
IN5ULATION
(R -30 INSULATION FOR
VAULTED CEILIN65)
5`T(5
Floor Plan Notes:
I. Window sizes and PCs* opemrgs to be Verified by COutrator,
2. Window header tight to tap Pate urw,
3. Facrlor walls to be 2x6 studs at 16 "o/ c, A➢ headers to be 4x Pf # 2 urw.
4. fireblock A plumbing peretfatom per IVC section P602B P�/ 5, 5afettt �azinct as per IRC 5ectaol RX)8A �w
6, All wood in contact with concrete to be pressure treated,
7. Prefab flreplaces, chltnney5 and related components to bear 11. a UK) sea' of
app mal and to be installed per maruf. specs
(Colo
94-MO Jlf
CG oN o�
42 "x36" CONCRETE LANDING - -- -
WITH 12 "TREAD 4 piece Bif
y•_qr' y� a
xla'° ' 4O4o yto
t- �N
OPTIONAL
' 5`x3u
UL APPRO D D RECT j y rub
VENT ZERC CLE kRANCE
GAS FIREP CE INSTALL GREAT RM
PER MFG'S SPEGS r
SaPFLsc
\ Pate. F d
h ( d
PROVIDE FLA51,1I1d6 a ALL WINDOW 4
O DOOR OPENIN55 PER IRC103.8
0
F 44.
tL m
�n N
F o
a'
- - -� TYPICAL WALL ASSEMBLY_
--iv LAP SIDING PER MANUF,
r' fg 055 WALL 5HEATHING (OR TI -11 5HEATHIN6i
2x6 5TUD5 a 16 "oz,
R -2i INSULATION
? GIN5
PROVIDE FLA5HINC, ® ALL ACCENT
F TRIM BOARDS PER IRC SECTION
R -105.8 (TYP)
CRAWL 5PACE IN5ULATION TO BE
R -50 FIBER6LA55 5ATT.
nQ _
9�
W� 3�4" Pl)IWOpV 54 ®Fr -OOr2
�p� GAP Y.. e; w.1. SNeerS CaJLe d NAt�
To FLaMe 70(Sr
2 S
E IWlu
( --- 2 x PRESSURE TREATEP fE TO MATCH FRAMING
"
04 BARB WITHIN 12" OF TOP OF WALL HORIZ. W/ MAX. HT OF 4:-
OR PER LOCAL JURISDIOTION
�II I III_ 5/8" ANCHOR BOLTS VV 5 "x3 "xl /4" AA51!ER5 ® 5'o.c.
+ (1) 12" FROM EACH PLATE END. (UNLESS NOTED OTHERWI5E)
4" VIA ROOF DRAIN (TYP)
G #4 HOOK BARS VERT. ot 4'o.c. Crr P)
(2) °4 BARS BOTTOM.
U IQI I_I
MIL BLACK VI5OUEEN VAPOR 13ARR IEI
(I i ,i I I —III I I_I! I -III— III I I i. I I I —I I
SCALE: 3/4"
0
-0
V)
TH OPT.
�N Fwu,
32"
N ®$OLFn
A `ryP — - --
9
0
X 5X r
DINING '0 BATH ztb
VINyL
SnzF -
� —� o 2/a
Fol.
ArS O
la
ir*1v I
_ M
oJli3•I pwb') i Dg _
3 KITCHEN' . p L A 0" � ,r p
3ln C I 2 e
1N+
oQr- °8P
`0
DEN so
CAgpor nod
-rrt.E
• •
5o5oxo 1 0'50
- 4r-ixS,nNS•
PORCH
Nc.
gT4alo Typ.
(4) F..EO U
O G yr,
FLOOR PLAN
M42-4,F Ukurr,ly
?;D? 5F GARA4F. " 5'•Z"
WELLER CONSULTING ENGINEERS, P.C.
21925 ST"' PLACE WEST
BOTHELL, WA 98021
1428148 &9868
ENGINEER REVIEW
THIS DRAWING FF�jAASS BEEN REVIEWED PER THE ATTACHED
CALCULATIO PAR D BY Weller Consuttina Engineers P.C.
By
Job 10 -024. Date_t1- F1 4112
Void if not wet stamped
MAIN FLOOR AREA 1442 SF
AREA: 1441 SF
GLAZING AREA I1H SF
GLAZING PERCENTAGE rz °b
a
too
M. BEDROOM
CAIRO -V
(D so
❑ ul
r iLiS R45
I __ -1
CL I
I�t..
0
30 "X22"
ACCESS
O So nou-
5a oxo
BEDROOM
I:, r
t r rHOtop
V)
•\\s�Lf �3 1p rnzVeraf �-4 •
� d LL�JJ
PROVIDE COMBUSTION AIR
TO ALL GAS FIRED GARAGE
APPLIANCES PER M1702 & M1703
GARAGE
C-olic.
P2ox"01. C0 !.-AVER
AT JAP-1K WAµ S 4- CL-1
I
L�.a) Ito °k8° ON' GD
�o
1•:2,i
M
W004"
I
I
�I
�I
�I
(I
it
II
err f3 k8° il p 1 1
Date: 2- z oto
Permit:
Revisions:
PLAN 1442
SHEET NUMBER'
Freestone O.Ompanies
6620 200' Street East
Suite A
Fife, Wa 964'24
753- 896 -1300
DESIGN LOADS:
FLOOR DL =IOPSF
LL = 40 PSF
JOISTS: 2 x 10 HF # 2 (a. 16" O.C.
NOTE: PROVIDE LUS28 HANGERS 0
ALL FLUSH FRAMED ENDS
BEAMS: 4 x 10 OF # 2 U.N.O.
NOTE: PROVIDE 4 x 4 POST
@ALL BEAMS U.N.D.
PROVIDE 4 x 6 POST
@ ALL BEAM SPLICES U.N.O.
NOTE: PROVIDE SOLID FRAMING
IN JOIST SPACE TO FOUNDATION
FOR ALL PT, LOADS ABOVE
MAIN FLOOR FRAMING PLAN
O7 CONCRETE STEM WALL TO BE 2'- U" MIN. ABOVE GARAGE SLAB
O2 A HTT22 HOLDOWN MAYBE USED IN LIEU OF THE STHDIORJ HOLDOWN,
SEE DETAIL D
O3 A HTT22 HOLDOWN MAYBE USED IN LIEU OF THE STHDIO HOLDOWN,
SEE DETAIL E
5M-Ar1-
NOTE: USE 5/8" 0 ANCHOR BOLTS W/ 3" x 3" x 1/4" WASHERS 64 5' -0" O.C. U.N.
HOLDOWN AND SHEARWALL NOTES
FOUNDATION PLAN
FOUNDATION PLAN
(2)2x -HF R25TUD5
FITT 22 HOLDOWN
5$7816
RIM J015T WI 50LIP 51.00KiNG
5ILL PLATE
-(2) 2 z_ HF# 25TI,I05
- FITT 22 HOLDOWN
551816
- PJ SILL PLATE
I_DUNDATION NOTESNOTES:
I. ISOLATED PADS TO BE 18" DIAMETER X 6" THK,
UNLESS' NOTED OTHERWISE.
2. ALL BE=A115 TO BE 4x10 D.F. #2 WITH 5' -0" MAX.
SPAN AT 4x4 POST. U.N.O. A,
P051TI11E ATTACHMENT AT PIER. (USE SIMPSON
A25) LR,G. R4093. INSTALL CLEAT ® BEAM.
3, FLOOR, FRAMING TO BE 2x10 HIP •2
.JOISTS AT 16" O.G. WITH 3/4" O5B TSG
5UBFLOOR GLUED AND NAILED, U.N.O.
ADHE5IVE5 SHALL CONFORM TO APA SPEC.
AF6. OI. PROVIDE T16 EDGES AT LONG
PANEL ED&E5,
4, SOLID BLOCKING 15 REQUIRED AT BEARING
WALLS': POINT LOADS, AND SUPPORT BEAMS.
5. 6" MIN. CLEARANCE BETWEEN EXTERIOR
6RAVr° S UNPROTECTED WOOD.
6. CRAWL. -SPACE CLEARANCES: 18" MIN, CLEAR
BETMEN BOTTOM OF FLR. JOISTS S EARTH, MIN. 12"
CLEAR, BELOW BEAM5.
T ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATIED.
ALL CONNECTORS S FASTENERS FOR PRESSURE TREATED
WOOD TO BE HOT - DIPPED GALVANIZED STEEL OR
EQUIVALENT PER 1-R.G. R5193. (-fYP)
8. PROVIDE MIN. 6 MIL BLACK POLY VAPOR BARRIER,
EXTENID UP FOUNDATION WALL.
-1. FOUNDATION VENTS SHALL NOT INTERFERE
WITH TIRE DIRECT LOAD PATH OF COLUMN5.
10. Continuous footing to have (2)#4 bars horizontal continuous and
Alternating #4 "hook" bars 48 "olc
Walls alto have (1) #4 bar within top of well with a maximum wall
Height of 4' -6"
11. 5/8" an chor bolts with 3 "x3 "x %" Galy. Square washers at 5'olc and
Within 12" each plate end. Configure anchor bolts for 12' plates
With ulp to 16' plate at end of any run.
Date: 2-2010
Permit:
Revisions:
SWEET NUMBER
3
PLAN 144 2
G�
II
�
I_DUNDATION NOTESNOTES:
I. ISOLATED PADS TO BE 18" DIAMETER X 6" THK,
UNLESS' NOTED OTHERWISE.
2. ALL BE=A115 TO BE 4x10 D.F. #2 WITH 5' -0" MAX.
SPAN AT 4x4 POST. U.N.O. A,
P051TI11E ATTACHMENT AT PIER. (USE SIMPSON
A25) LR,G. R4093. INSTALL CLEAT ® BEAM.
3, FLOOR, FRAMING TO BE 2x10 HIP •2
.JOISTS AT 16" O.G. WITH 3/4" O5B TSG
5UBFLOOR GLUED AND NAILED, U.N.O.
ADHE5IVE5 SHALL CONFORM TO APA SPEC.
AF6. OI. PROVIDE T16 EDGES AT LONG
PANEL ED&E5,
4, SOLID BLOCKING 15 REQUIRED AT BEARING
WALLS': POINT LOADS, AND SUPPORT BEAMS.
5. 6" MIN. CLEARANCE BETWEEN EXTERIOR
6RAVr° S UNPROTECTED WOOD.
6. CRAWL. -SPACE CLEARANCES: 18" MIN, CLEAR
BETMEN BOTTOM OF FLR. JOISTS S EARTH, MIN. 12"
CLEAR, BELOW BEAM5.
T ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE
TREATIED.
ALL CONNECTORS S FASTENERS FOR PRESSURE TREATED
WOOD TO BE HOT - DIPPED GALVANIZED STEEL OR
EQUIVALENT PER 1-R.G. R5193. (-fYP)
8. PROVIDE MIN. 6 MIL BLACK POLY VAPOR BARRIER,
EXTENID UP FOUNDATION WALL.
-1. FOUNDATION VENTS SHALL NOT INTERFERE
WITH TIRE DIRECT LOAD PATH OF COLUMN5.
10. Continuous footing to have (2)#4 bars horizontal continuous and
Alternating #4 "hook" bars 48 "olc
Walls alto have (1) #4 bar within top of well with a maximum wall
Height of 4' -6"
11. 5/8" an chor bolts with 3 "x3 "x %" Galy. Square washers at 5'olc and
Within 12" each plate end. Configure anchor bolts for 12' plates
With ulp to 16' plate at end of any run.
FOUNDATION PLAN
WELLER CONSULTING ENGINEERS, P.C.
21925 8TH PLACE WEST
BOTHELL, WA 98021
14251488 -9868
ENGINEER REVIEW
THIS DRAWING HAS BEEN REVIEWED PER THE ATTACHED
CALCULATION EPARED 8Y Weller gonsulting Engineers P C
BY-- '•— °° -----
Job tea° ®'ELO —__ —Data tt 19 /IX
Void if not wet stamped
It UNLESS A SOILS INVESTI6
SOILS EN611EER 15 PROV
15 BASED ON AN A550MEI
CAPACITY OF 2000 P51`.
BEAR I' -6" BELOW FINISH
BEAR ON FIRM UNDI5TURB
SURFACE SOIL, BACK FIL
COMPACTED.
UNDER -FLOOR AREAS 5Hr
OF NOT LESS THAN 150. F
FOR EACH 150 50. FT, OF
THE UNDER FLOOR AREA
r T.br S.F. OF REQUIRED
05 S.F. OF VENTIN6 FOR
q.yt S.F. / 0.5 S.F. =,lo) 8
THE OPENINGS SHALL BE C
GORRO510N- RESI5TANT M.
OPENINGS OF 1/4" IN DIMEI
(AVE. ALL FOOTIN65 TO
> EARTH BELOW OR6ANIG
TO BE THOROUGHLY
HAVE A NET AREA
OF VENTILATION
DER -FLOOR AREA.
4y15-F. / 150
4TIN6 AREA.
:H VENT,
4" VENTS REQUIRED.
lERED WITH
+L MESH WITH MESH
FOUND Ver.1T5.
Date: 2-2010
Permit:
Revisions:
SWEET NUMBER
3
PLAN 144 2
Freestone Companies
6820 20ei Street East
Suite A
Fife, We 98424
283- 896 -1300
0
Aalu
W
g
N
C?
8
r
i
P°
S
I
I
I
t
_
0
-J,
ax
1
I
A
10 �re
i
I
Ouf
4
5wre 4" Tv off 0000_
SnCK Mix Fr.002
LL
iI
FOUNDATION PLAN
WELLER CONSULTING ENGINEERS, P.C.
21925 8TH PLACE WEST
BOTHELL, WA 98021
14251488 -9868
ENGINEER REVIEW
THIS DRAWING HAS BEEN REVIEWED PER THE ATTACHED
CALCULATION EPARED 8Y Weller gonsulting Engineers P C
BY-- '•— °° -----
Job tea° ®'ELO —__ —Data tt 19 /IX
Void if not wet stamped
It UNLESS A SOILS INVESTI6
SOILS EN611EER 15 PROV
15 BASED ON AN A550MEI
CAPACITY OF 2000 P51`.
BEAR I' -6" BELOW FINISH
BEAR ON FIRM UNDI5TURB
SURFACE SOIL, BACK FIL
COMPACTED.
UNDER -FLOOR AREAS 5Hr
OF NOT LESS THAN 150. F
FOR EACH 150 50. FT, OF
THE UNDER FLOOR AREA
r T.br S.F. OF REQUIRED
05 S.F. OF VENTIN6 FOR
q.yt S.F. / 0.5 S.F. =,lo) 8
THE OPENINGS SHALL BE C
GORRO510N- RESI5TANT M.
OPENINGS OF 1/4" IN DIMEI
(AVE. ALL FOOTIN65 TO
> EARTH BELOW OR6ANIG
TO BE THOROUGHLY
HAVE A NET AREA
OF VENTILATION
DER -FLOOR AREA.
4y15-F. / 150
4TIN6 AREA.
:H VENT,
4" VENTS REQUIRED.
lERED WITH
+L MESH WITH MESH
FOUND Ver.1T5.
Date: 2-2010
Permit:
Revisions:
SWEET NUMBER
3
PLAN 144 2
Freestone Companies
6820 20ei Street East
Suite A
Fife, We 98424
283- 896 -1300
R(30E FRAMING NOTES:
I. ALL HEADERS TO BE 4x8 VF #2
WITH MAX. 6-0" SPAN, U.N.P.
2, VENTED EAVE BLOCKING a EXTERIOR W6,LL5.
5. BEARING MALLS ARE 5HADED.
4. OVER FRAMED AREA SHOWN AS HATCHED
USE 2x6 ® 24" O.G. TYP.
5. 6112 ROOF PITCH, U.N.O.
6. EAVE-OVERHAN6 TO BE 12 ", U.N.O.
1. APPLY ROOFING IN ACCORDANCE
WITH I.R.G. SEC, R905
8. PROVIDE ATTIC ACCESS WITH MIN.
OF 22 "XBO" CLEAR.
11. ALL TRU55ES SHALL CARRY MANUFACTURER'S
STAMP, SHALL BE INSTALLED AND BRACED TO
MANUFACTURER'S SPECIFICATIONS, SHALL HAVE
DE516N DETAILS AND DRAWIN65 ON SITE FOR
FRAMING INSPECTION, AND WILL NOT BE FIELD
ALTERED WITHOUT PRIOR BOLDI46 DEPARTMENT
APPROVAL OF ENGINEERS CALCULATIONS.
10. TRUSS MANUFACTURER TO SUPPLY ALL
BLOCKING AND I OR HANSER5 REQUIRED AT
MANUFACTURED TRUSSES.
11. TRUSS LAYOUT TO BE REVIEAED AND APPROVED
BY TRUSS MANUFACTURER PRIOR TO CONSTRUCTION.
CEILING V TILATION
IKC. SEC. R8O6.2
THE NET FREE VENTILATING AREA SHALL NOT BE
LESS THAN 1 1 150 OF THE AREA OF SPACE TO BE
VENTILATED, EXCEPT THAT THE AREA MAY BE
I 1 300, PROVIDED AT LEAST 50% 4 NOT MORE THAN 60%
OF THE REQUIRED VENTILATING AREA IS PROVIDED BY
VENTILATORS LOCATED IN THE UPPER PORTION
OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET
A50VE EAVE VENTS WITH THE BALANCE OF THE
REQUIRED VENTILATION PROVIDED BY EAVE VENTS.
AND VENTINS RIDGES.
EAVE VENTS SHALL BE COVERED WITH
CORROSION- RE515TANT METAL MESH WITH MESH
OPENIN65 OF 114" IN DIMENSION.
ATTIC AREA a UPPER ROOF = H42. S.F.
144.25.F. 1 300 = 41. d S.P. REQ'D, VENTING AREA
WITH A MINIMUM OF 3" PER LIN. FOOT AROUND THE
PERIMETER OF THE ROOF I.4 5F WILL BE PROVIDED
AT THE SOFFIT (HITH VENT BLOCKING a 4' -O" D.G.)
THE BALANCE TO BE PROVIDED WITH ROOF VENTS
.34 SF EACH (').1 REQUIRED.
(s0
W2.5
5A I,Nr)
IkWAI
DESIGN LOADS:
ROOF OL =15 PSF
LL = 25 PSF BEAMS:
NOTE: PROVIDE (2) 2 X POST
ENGINEERED TRUSSES BY TRUSS MANUFACTURER @ ALL BEAMS U.N.O.
_NOTE: PROVIDE (2) 2 X POST C'la ALL HIP MASTERS B1: 3 118 x 12 GLB (24F -V4)
& GIRDER TRUSSES UMO
COLUMNS:
HEADERS: 4 x 8 OF # 2 U.N.O. Cl: 4 x 4 P.T. Wl AC4 & AB44
NOTE: PROVIDE (1) 2 X TRIMMER
@ ALL HEADERS U.N.O HANGERS:
H1: 4 x 12 OF 1112 HGRt: HUC410
H2: 4x12DF #2
ROOF FRAMING PLAN
(ELEVATION A)
DESIGN LOADS:
ROOF DL =15 PSF
LL = 25 PSF
ENGINEERED TRUSSES BY TRUSS MANUFACTURER
NOTE: PROVIDE (2) 2 X POST A ALL HIP MASTERS
8 GIRDER TRUSSES U.N.O
HEADERS: 4x8OF #2UN0
_NOTE: PROVIDE (1) 2 X TRIMMER
@ ALL HEADERS UN.O
H1: 4x12 OF #2
H2: 4x12DF #2
BEAMS:
NOTE.' PROVIDE (2) 2 X POST
CALL BEAMS U.N.O.
81: 3 1/8 x 12 GLB (20-114)
COLUMNS:
Cl: 4 x 4 P.T. WI AC4 & AS44
HANGERS:
HGR1: HUC410
ROOF FRAMING PLAN
(ELEVATION B)
M516N LOADS:
ROOF DL = 15 P5F
LL = 25 P5F
FNOMFERED TRUSSES BY TIkI55 MANUFAGTURS
NOTE: PROVIDE (2) 2x POST @ ALL HIP MASTERS 4
GIRDER TRUSSES U.N.D.
HEADERS 4x8 DF42 U N O
HEADERS U.N.O.
cam)
Na.H
F-A 14JD
FIGR
KUV rncN, N %107!=5:
I. ALL HEADERS TO BE 4x8 DF #2
WITH MAX. V -O" 5PAN, U.N.O.
2, VENTED EAVE BLOGKIN6 ® EXTERIOR WALLS.
5. BEARING WALL5 ARE SHADED.
4. OVER FRAMED AREA 5HOWN AS HATCHED
USE 2x6 ® 24" O.G. TYP.
5. 6112 ROOF PITCH, UNO.
6. EAVE OVERHANG TO BE 12 ", UN,O,
T APPLY ROOFING IN ACCORDANCE
WITH I.R.G. SEC. R9O5
8. PROVIDE ATTIC, ACCESS WITH MIN.
OF 22 "X50" CLEAR.
9. ALL TRUSSES SHALL CARRY MANUFACTURER'S
STAMP, SHALL BE INSTALLED AND BRACED TO
MANUFACTURERS SPECIFICATIONS, 5HALL HAVE
DES16N DETAILS AND DRAWINGS ON SITE FOR
FRAMING INSPECTION, AND WILL NOT BE FIELD
ALTERED WITHOUT PRIOR BUILDIN6 DEPARTMENT
APPROVAL OF ENGINEERS CALCULATIONS,
10, TRUSS MANUFACTURER TO SUPPLY ALL
BLOCKING AND I OR HANSER5 REQUIRED AT
MANUFACTURED TRUSSES,
11, TRUSS LAYOUT TO BE REVIEWED AND APPROVED
BY TRUSS MANUFACTURER PRIOR TO CONSTRUCTION.
G IL1E ING 2'0TILAlL(2N
1.12.6. SEC. 8806,2
THE NET FREE VENTILATING AREA SHALL NOT BE
LC55 THAN I / 150 OF THE AREA OF SPACE TO BE
VEENTILATED, EXCEPT THAT THE AREA MAY BE
i P 300, PROVIDED AT LEAST 50% 4 NOT MORE THAN 80%
OF THE REQUIRED VENTILATING AREA 15 PROVIDED BY
VENTILATOR5 LOCATED IN THE UPPER PORTION
OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET
ABOVE EAVE VENTS WITH THE BALANCE OF THE
REQUIRED VENTILATION PROVIDED BY EAVE VENTS.
AMD VENTING RIDGES.
EAVE VENTS SHALL BE COVERED WITH
CORROSION- RESISTANT METAL MESH WITH MESH
OF'ENIN65 OF 114" IN DIMENSION.
AT TIC, AREA 0 UPPER ROOF = 144L 3.F.
144L 5.F. 1 500 = 11,15 5.F. REOV, VENTING AREA
WITH A MINIMUM OF 5" PER LIN. FOOT AROUND THE
PERIMETER OF THE ROOF 7.4 5F WILL BE PROVIDED
A-r THE SOFFIT (WITH VENT BLOCKING a 4' -0" O.G.)
THE BALANCE TO BE PROVIDED WITH ROOF VENTS
.54 Sr EACH (71 REQUIRED.
-� V
21925 8Tx PLACE WEST
BOTHELL, WA 98021
1425) 488 -9868
ENGINEER REVIEW
THIS DRAWING HAS BEEN REVIEWED PER THE ATTACHED
CALCULAT19 EPARED BY Weller Consul n En ineers P.0
By �-�- --
Job (? - o 24• Date 411 f ¢l 12-
Vold if not wet stamped
T I A
A5
G OPT B
Date: 2- 201 D
Permit:
Revisions:
SHEET
El
PER PLAN
�.c.
EATH7N6
3LOCKING
24 "oz.
PLAN 1442
Freestone Companies
6820 20th Street East
Suite A
Fife, We 98424
253- 696 -1300
r: