1914 PlanWELLER CONSULTING ENGINEERS, P.C..
21925 8TH PLACE WEST
BOTHELL, WA 98021
(425) 488 -9868
Engineer Reivew
This drawing has been reviewed per the attached
calculations prepared by Weller Consulting Enghmeers, P.C.
7ob. 5(cs Date I 1BD
VUID IF ]POT vvE
R
LNe T¢im7
I 1
Ii ' I �IGRq�_ —I s�n,�te, Pfe SPcc (r -D.S. I
RIGHT ELEVATION
REAR ELEVATION
LEFT ELEVATION
Vinyl windows with 514 "x4" trim provide flashing
at all windows and doors. Extend to surface of Ca)
the exterior wall. Finish per IRC R703.5
Continuous gutter (typ) w �r�xd5
1 "x3" B &8 at 12 "o/c over panel siding
'7RAPOW 011? I1 .II .II I - 11
I w /DgiF FLA6aii
1
I � I
I I I
F-I (
per.
GAaat,¢;
comer hoards
T'xG" PW W @ head wtih drip flashing & -
i:'x4"PW W @ sides (typ @ garage doors)
E Asc-i�
'Ik3 TKivi
Gonpobmor -t S20cF1t4G
i l
Oil 111
4 �I
�jn n �xLTeiw RoaRo
( �NTINUOUS
i I
FRONT ELEVATION A J F�L� APPROVED
s.
4'
x
Min
in
Si
9 Ail
a NNNNN O
PUGET
SOUND
since
1963
HOME DESIGN
lea WEST MAIN
PUYALLUP, WASHINGTON Wrl
25:x- BA8-021
25341"7016 FAX
kaeedniRmpu4wm,m
PROJECT:
Freestone
1914 r-A-.j
Date: I-
Permit:
Revisions: a a
SLeo:C.ae� Id /3i(a R�
SHEET NUMBER'
A-Im
4'
x
I --- leo &D 16"O.G.
_ SHEAR WAU. EDGE
f NAILING
_ -- RIM J015T
LOCATE SHEATHING
JOINT 0 COMMON
MEMBER
5NEAR TRANSFER @ EXTEKICK WALL DETAIL
SHEATH TRUSS, PER SWA, L = 15'. SEE DETAIL B
O EXTEND GARAGE DOOR HEADER TO CORNER, PROVIDE NAILING PER DETAIL C
HOLD BACK GAR STUD TO ALLOW CONTINOUS SHEAR WALL SHEATHING
A HTT 22 HOLDOWN MAYBE USED IN LIEU OF THE STHDIORJ HOLDOWN,
SEE DETAIL D
�5 A HTT 22 HOLDOWN MAY BE USED IN LIEU OF THE STHDIO HOLDOWN,
SEE DETAIL E
SHEAR WALL SCHEDULE
(SEE 200y1BC table 2306.3 & Section 2306.4 )
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 flaming members.
SW41 v =260pit 7/ 16 °OSB,w /Sd(0.113 "0) nails @6 "ox.
Anchorage (interior walls only) to SINGLE joist or blkg below; 16d (box) (a) 6" ox,
SW-4 v =350 pif 7 /16"OSS, w /gd(0.1 B "0) nails (n)4 "ox
Anchorage (interior walls only) to SINGLE, joist or blkg below: 16d (box) @ 4" ac -
The shear values above are based upon the use of 9d box nails with a full head, a shank diameter of
0.113 ", and a minimum penetration of 1,375'. From Table 2306.3 use 15/31; lid values with a 0.729
reduction for Hem -Fir & 1.4 increase for wind.
Floor flan Notes.
WiMim saes and ragh openirrms to be verified by contracts ,'
1, Windom header tigk to top plate unto
3. Extrrio w�1s to P e 7x6 tads a l6 "0/ c, All header$ to be 4K PF 4 2 uw,
I''ireblock all pluirknq penaxatists per IPC sectltn P602.6
5. 5af(,rty glazing as per PC 5ection.PM)BA
6, PJI woad in contact wifh roncrete to be pressure trrated,
7. Frefk Fireplaces, chimneys aid relab^d conpmerlts to 6ex U.. or 10f 0 seal of
approsal and to be instAled per marvf, specs
- -- GOP- 1P051TION ROOFING ON
#15 ROOFI s, PAPER
-- -1/16" 05B ROOF 5HEATHING 't
O
- --2x MANUF. TRU55E5 OR 2x12 5-rRDIOR7 Typ
RAFTERS PER ROOFING PLAN (192) Rib —
R -58 FIBER&LA55 GATT
INSULATION
(R -50 INSULATION FOR
"e VAULTED GEILIN65)
P� uj ii CaARAGf
"
/F 1 0-
`- -�- --0 — PROVIDE FLA5HIN6 a ALL WINDOW 4
DGOR OPENING$ PER IRG103.8
BAY OPTION- 1/2' =1'
� IYO
O G
0
Q�
0
0
K�5
6
05B NALL SHEATHING (OR TI -II SHEATHIN6)
.,x3v
4 � „
I Uy.IVtrl(n
Ltu ItJG
2x6 571,125 f9 1WO-C
j
Gta.21N
R -21 INSULATION
°%F &
&LAS114
vye O
1
- PROVIDE FLA51I1,16 @ ALL ACCENT - N
M9'If41"
�i1L,aIND
TRIM BOARDS PER IRG 5ECTION
o�
+3 is
RT05.5 (Tl"P)
—
CRAWL SPACE INSULATION TO BE
GD
R -30 FIBER&LA55 BATT.
olo TIP
w� 'i4' FLy uoot7 S.eFt .R _
f--O �GAp %ei's w.J. sue {r5 Cxa.e & wftt
Wu -To F•Loow 7°,sTS
IX e
�w 1 .
- -- 2 x PRES! iURE TREAT D fe. TO MATCH FRAMING
°4 BARS WITHIN 12" OF TOP OF WALL HORIZ. W/ MAX. HT OF
OR PER LOCAL JURISDI@TION
-III 777 -1I u I - 5/8" ANCHOR. 5CLT5 V4/ 5"x3 "x V4" WA5HER5 ® 5'o.c.
_ �- + (1) 12" FROM EACH PLATE END. (UNLE55 NOTED OTHERWIS
& 4" MIA ROOF DRAIN -(TYP)
•I1L I�11_ a a #4 HOOK BARS VERT, H 4'o c. (TYP)
1= 111 =i' I (2) «4 5AR6 5OFTOM.
-n -111- I —_ =III =1
���lil_In �-6 MIL BLACK VISQUEEN VAPOR BAR
I
/4 C
(i)
in
N
5°5.0
K0
N
5e,P0
Xb —
0 O
v-
II' _"
a-616
No,6' Au. GxTrtxaoC wau.s
AND 61a66b elJDS Tb 13r
%u - (y LA
445'0x0
ev
O IIOJ
WELLER CONSULTING ENGINEERS, P.C.
21925 8TH PLACE WEST
BOTHELL, WA 98021
(425) 688 -9868
Engineer Reivew
d per the attached
orientations prepared by Wei ter C. suiting Enginneers, P.C.
z "'r1aEAo
61090560 w(TKAN5Ow1
Y
I
?.rT F. P. u
AFrgwSp
VENT u,p.,
f PBtc MPNf.
.015[ •
CaRP6r' 1 t Iv /Ir `i
I
FAMILY ROOM�T 'n
vsTru� rats
VA. IED
BEDROOM 1 NOOK °P
412 y` ^Y So50 I j a
xo
'O poll if _ I
M Ica _ 3 I h'j o-
CLOStET
�A6
4. 0P ACS
PEP
Ras N a� -Out P
40 IIP
ass — - IB a
' 9 P
41 OP i o M KIT NEN Is A
TyP
(D 2g II per S39 B o
IW� �4 W Gf� / W3r.18 W 3931. %OW _ 3
BEDROOM 2 BATH 0 UTIL . e� 2- _ " °�
SK�
.Sasso 6acGa ° PANTRY ¢BUtiBi w
- VwyD B
or,
o" 5uawws _
JrNE� Sts -4
dMr FsRM
RwerSe
GARAGE
S or. - R I
t.
r7k-'Olt. Co LAIC?-
r WP4M t�Pi.lh � Gy,
E NTR Y
D T,e4
5�• Y2"
.,x3v
4 � „
I Uy.IVtrl(n
Ltu ItJG
7_0G S
SF G
Gta.21N
4m5°
hN
°%F &
&LAS114
M9'If41"
�i1L,aIND
L
o�
+3 is
GD
yr
(41
olo TIP
—t--
BATM
-
4516" Tcav
„
PS
0
/ rxlo ndr. "
I
8
Z
5
s
WELLER CONSULTING ENGINEERS, P.C.
21925 8TH PLACE WEST
BOTHELL, WA 98021
(425) 688 -9868
Engineer Reivew
d per the attached
orientations prepared by Wei ter C. suiting Enginneers, P.C.
z "'r1aEAo
61090560 w(TKAN5Ow1
Y
I
?.rT F. P. u
AFrgwSp
VENT u,p.,
f PBtc MPNf.
.015[ •
CaRP6r' 1 t Iv /Ir `i
I
FAMILY ROOM�T 'n
vsTru� rats
VA. IED
BEDROOM 1 NOOK °P
412 y` ^Y So50 I j a
xo
'O poll if _ I
M Ica _ 3 I h'j o-
CLOStET
�A6
4. 0P ACS
PEP
Ras N a� -Out P
40 IIP
ass — - IB a
' 9 P
41 OP i o M KIT NEN Is A
TyP
(D 2g II per S39 B o
IW� �4 W Gf� / W3r.18 W 3931. %OW _ 3
BEDROOM 2 BATH 0 UTIL . e� 2- _ " °�
SK�
.Sasso 6acGa ° PANTRY ¢BUtiBi w
- VwyD B
or,
o" 5uawws _
JrNE� Sts -4
dMr FsRM
RwerSe
GARAGE
S or. - R I
t.
r7k-'Olt. Co LAIC?-
r WP4M t�Pi.lh � Gy,
E NTR Y
D T,e4
Projections less than 5 feet to property
lines shall provide fire - resistant construction
per IRC Table R302.1
WAC 51 -51 -0302 a,b
DINING,
�I
_ FLOOR PLAN_
Ia14
Ha8 sF GaPRACnE
KK
(<a 40x0
4� kdr
I- r"
�_.
4-
ZO7-6
AREA
1914, i
iG L
Ltu ItJG
7_0G S
SF G
Gta.21N
I
°%F &
&LAS114
4,5
+3 is
GD
yr
(41
olo TIP
—t--
Reo v V
4516" Tcav
Ca
A&P
/ rxlo ndr. "
I
_
Z
5
s
_ JO 011 2 0`
Ib 0" Z: °'•
Z„ 1
� _O..
Projections less than 5 feet to property
lines shall provide fire - resistant construction
per IRC Table R302.1
WAC 51 -51 -0302 a,b
DINING,
�I
_ FLOOR PLAN_
Ia14
Ha8 sF GaPRACnE
KK
(<a 40x0
4� kdr
I- r"
�_.
4-
ZO7-6
AREA
1914, i
iG L
Ltu ItJG
7_0G S
SF G
Gta.21N
15- °
°%F &
&LAS114
r
y ump
PUGET
SOUND
since
19&1
HOME, DFSSIGN
108 WEST MAIN
PUYALLUP, WASHINGTON 98.171
255848.0921
253.864 -7816 FAX
komaHnllmsCd4weat.ad
PR03ECT:
Freestone
rely pt�
Date: G- o9
Permit:
Revisions: 8-10
12eoit'J to /t.4/mS
SHEET NUMBER
A-2
J
�r I
!
a
O
!
�N
r� f
_ — J-
CRAWLSPACE
( �I
I
GARAGE
I I
I
_ -. -II i- _ - - - -I
— — — PORCH
3,.
12. UNLE55 A 5011-5 INVE5TI6A710N BY AGUALIMED-
-SOIL5 ENGINE €R 15- FRROVIDE:D;-FoVND-ATION7lE54N _
-15- BASED -ON AN ASSUMED AVERAGE "SOIL - BEARING
CAPAGIIY OF 2000 P5F- EXTERIOR 7OOTIN65 HALL
BEAR P -6" BELOW FINISH GRADE, ALL FOOTINGSI TO
R e°luw.nnoK BEAR ON FIRM UNDI5TURBED EARTH BELOW OR&A.NIC
SURFACE SO L. BACK FILL TO BE THOROUGHLY
COMPACTED.
{ rl A✓J
/' 4 CWK VAP°4
1 i RIe3(F mx R "RC1tF Ml, 14. N1TJ�L
6 "VIAL 1tllBO V@4nLµ IG'Oe
WI 1drt L4Y kb <. VERLAL Y9P 1011
SINGLE FLOOR FOUNDATION SEC,
Ir
I
(
N.
w
r
w
u
w
1
4r N-0-110—R-55 Ty —Q.
I f D}
WINDOW / DOOR
FRAMING
WNDOW l DOCK
HEADER
PROVIDE (2) F.OW5
54 Cv 2" C.C. 5HEAR
WALL TO HEADER
4THPlo95 Tj?,
fig) Rib
DETAIL
FOUNDATION NOTE5..
i—
L
ISOLATED PADS TO BE 18" DIAMETER X 6" THK.
7
ALL WOOD IN CONTACT WITH CONCRETE TO BE
55Trs16
LNLE55 NOTED OTHERWISE.
DESIGN LOADS:
PRESSURE TREATED.
2.
ALL BEAMS TO BE 4x10 D.F. 02 WITH 6' -0" MAX.
DETAIL
ALL CONNECTORS s FA5TEPER5 FOR PRE55URP
LL = 40 PSF
SPAN AT 4x4 P05T. U.N.O. A&4 POST REQUIRE A
TREATED WOOD TO BE HOT - DIPPED. 6ALVANIZF -D
P 5ITIVE ATTACHMENT AT PIER. (USE SIMPSON
STEEL OR EQUIVALENT FER I.R.G. R819:5. (TTF)
A25) R.C. R40TB. INSTALL CLEAT ® BEAM.
8.
PROVIDE MIN. b MIL t3LAUE POLY VAPOR P-ARFCIER,
5,
FLOOR FRAMING -TO BE 2x10
EXTEND UP FOUNDATION WALL.
@ ALL BEAMS U.N.O.
JOISTS AT I6" Gr.G'. WITH 5/4" 058 T$e
q,
FOUNDATION VENTS SHALL NOT INTERFERE
5UBFLOOR GLUED AND NAILED, U.N.O.
@ ALL BEAM SPLICES U.N.O.
WITH THE DIRECT LOAD PATH OF COLUMNS.
ADHE51VE5 SHALL CONFORM TO APA SPEC.
IN JOIST SPACE TO FOUNDATION
_
AFC. OI PROVIDE T46 ED6E5 AT LONG
10,
FOOTINS TO HAVE (2) w4 BARS HORIZ. NALL5 NO
PANEL ED6E5
HAVE (U #4 BAR GONTINUOtlS HORIZ TO MAX. HALL
4.
SOLID BLOCKING" AT BEARING HALL5 AND AT ALL
HE16HT OF W6% VERTICAL REINFORCING TO BE a4
POINT LOAD5
HOOK BAR s Wo.c. ALL M V -51LL TO ATTACHED, HITH
5,
6" MIN. CLEARANCE BETHEEN EXTERIOR
g" VIA. ANCHOK5 BOLTS H/ 5x5x' 51JILL PLATE
GRADE 4 UNPROTECTED HOOD.
WASHERS 0 5'0.0. 4 12" FROM EA.;H END. U.N.O. _
6.
CRANLSPACE CLEARANCES, 15" MIN. CLEAR
11.
TIONT LINES CONNEGT RObF WATG0L TO "M6
BETHEEN BOTTOM OF FLR. JOISTS d EARTH, MIN. I2"-
EXISTING STORM SYSTEM, OR DRYWELL
CLEAR 13ELON BEAMS.
SHEET NUMBER
A-3
I
I
d
4 1
J
�r I
!
a
O
!
�N
r� f
_ — J-
CRAWLSPACE
( �I
I
GARAGE
I I
I
_ -. -II i- _ - - - -I
— — — PORCH
3,.
12. UNLE55 A 5011-5 INVE5TI6A710N BY AGUALIMED-
-SOIL5 ENGINE €R 15- FRROVIDE:D;-FoVND-ATION7lE54N _
-15- BASED -ON AN ASSUMED AVERAGE "SOIL - BEARING
CAPAGIIY OF 2000 P5F- EXTERIOR 7OOTIN65 HALL
BEAR P -6" BELOW FINISH GRADE, ALL FOOTINGSI TO
R e°luw.nnoK BEAR ON FIRM UNDI5TURBED EARTH BELOW OR&A.NIC
SURFACE SO L. BACK FILL TO BE THOROUGHLY
COMPACTED.
{ rl A✓J
/' 4 CWK VAP°4
1 i RIe3(F mx R "RC1tF Ml, 14. N1TJ�L
6 "VIAL 1tllBO V@4nLµ IG'Oe
WI 1drt L4Y kb <. VERLAL Y9P 1011
SINGLE FLOOR FOUNDATION SEC,
Ir
I
(
N.
w
r
w
u
w
1
4r N-0-110—R-55 Ty —Q.
I f D}
WINDOW / DOOR
FRAMING
WNDOW l DOCK
HEADER
PROVIDE (2) F.OW5
54 Cv 2" C.C. 5HEAR
WALL TO HEADER
4THPlo95 Tj?,
fig) Rib
DETAIL
G
i—
(2)2x_HP #2S1 U05
HTr rz HotoowN
O o
55Trs16
A
e
`ry�cmt li' p1 F"11 ✓ 1
A6
Krum.
21925 8TH PLACE WEST
BOTHELL, WA 98021
(425) 488 -9868
Engineer Reivcw
This drawing has Flew reviewed per the attached
al — ;.rr p,,d �; .o!elI- Consulting Engineers, P.C.
PAYI O
12' %fD
nano
for-
10'
8" r)AOS
ivOtL h1AJ
FI d2
I
I p4r (^a2
RIM ,}01ST WI LID 130 C ING I I I -) —
5111 PLATE — _ :__ m _--
I� I fUTrt
2
i i 1 Ftl�.
Ia � I � To boaK
DETAIL D I I !
S ti
l
CRAWLSPACE
LO veil. VA BARKIC -R
-- _.__
(2)2x11F #2 TUDSI
HTT 22 HOL DOW 4
55T616
I
P,T. 51LL FLATS
.O tA! I�CiR P li GIAQAc"' WALL 7-D Vj1
P GARAt,E, 24" A4,o �E Fwun,
1 3
Io - o' Ilro
-lozz 12"
4D'- 0.1
HFez _
S
n—
P5 '
L
I
I
I .ANTI LEU6REp
�A.K(
o
I
i
.�.s.UtNTS
(Tyr, Or 941)
ANCHOR BOLTS
(D CONCRETE STEM WALL TO BE 2'- 0" MIN. ABOVE GARAGE SLAB USE 518" O Anchor Botts @ 5' • 0" O.C. Unless Notes Otherwise (U.N.O.)
v =7.6x860 #15 =275 pit
O2 A FITT 22 HOLDOWN MAY BE USED IN LIEU OF THE STHDIORJ HOLDOWN, NOTE: If v > 350 pit Then V(bolt) = 1,6 x 86012 = 688 #
SEE DETAIL D FOUNDATION PL AN
O3 A FITT 22 HOLDOWN MAY BE USED IN LIEU OF THE STHD10 HOLDOWN, - �¢ "_ h O,•
SEE DETAIL E
i—
— — — 11 — — '
O o
DESIGN LOADS:
FLOOR DL =10PSF
DETAIL
LL = 40 PSF
JOISTS: 2 x 8 HF #JOISTS: 2 x 8 HF # 216" O.C. .0
HOLDOWN PLAN
BEAMS: 4 x 8 OF # 2- U.N.O.
I'- C)
NOTE: PROVIDE 4 x 4 POST
@ ALL BEAMS U.N.O.
PROVIDE 4 x 6 POST
@ ALL BEAM SPLICES U.N.O.
NOTE: PROVIDE SOLID FRAMING
IN JOIST SPACE TO FOUNDATION
PUGET
FOR ALL PT. LOADS ABOVE
CRAWLSPACE
LO veil. VA BARKIC -R
-- _.__
(2)2x11F #2 TUDSI
HTT 22 HOL DOW 4
55T616
I
P,T. 51LL FLATS
.O tA! I�CiR P li GIAQAc"' WALL 7-D Vj1
P GARAt,E, 24" A4,o �E Fwun,
1 3
Io - o' Ilro
-lozz 12"
4D'- 0.1
HFez _
S
n—
P5 '
L
I
I
I .ANTI LEU6REp
�A.K(
o
I
i
.�.s.UtNTS
(Tyr, Or 941)
ANCHOR BOLTS
(D CONCRETE STEM WALL TO BE 2'- 0" MIN. ABOVE GARAGE SLAB USE 518" O Anchor Botts @ 5' • 0" O.C. Unless Notes Otherwise (U.N.O.)
v =7.6x860 #15 =275 pit
O2 A FITT 22 HOLDOWN MAY BE USED IN LIEU OF THE STHDIORJ HOLDOWN, NOTE: If v > 350 pit Then V(bolt) = 1,6 x 86012 = 688 #
SEE DETAIL D FOUNDATION PL AN
O3 A FITT 22 HOLDOWN MAY BE USED IN LIEU OF THE STHD10 HOLDOWN, - �¢ "_ h O,•
SEE DETAIL E
f
O o
PUGET
SOUND
since
IYtli
HOME DESIGN
108 WEST MAIN
PUYALLUP, WASHINGTON 90371
25.1-&18.0921
253464.7016 FAX
KMC"Ps@qwmt.no
PROJECT:
Freestone
111 -LA.J
Date: - 0'r
Permit:
Revisions: 8--/o
RGJ �GWC^I to %17 /le�
SHEET NUMBER
A-3
f
11
I
I II
ppr G6gA(afr�
DESIGN LOADS:
ROOF DL =I5 PSF
LL = 25 PSF
ENGINEERED TRUSSES BY TRUSS MANUFACTURER
NOTE PROVIDE (21 2 X POST (rD ALL HIP M.ASTERS
& GIRDER TRUSSES U.N.0
u-kQ RS•4x8DF #2U.N.O
NOTE: PROVIDE (1) 2 X TRIMMER
40L.LIM'4 s'
GI' (3) 2up Ar o2
�a i 47 2vL tlCL9
DETAIL A
TRUSSES PER PLAN
104 0 6" Q.6.
ROOF 5HEATHIN[i
VENTED BLOCKING
HI 0 24" O.G.
ROOF FRAMING PLAN A
4., r- o,.
DETAIL 1
10d a 6" O.C.=
ROOF SHEATHING
SHEATH TRU55 PEER 5W -4,
PROVIDE INTERMEDIATE
FKAMING A5 REQUIRED
10d 0 4" O.G.
lod &D 41, O.C.
2 x A5 REQUIRED
SHEAR WALL PER
PLAN
r EILnJ(I IV(, 5aza OF1 Q90b.1
THE NET FREE VENTILATING AREA SHALL NOT BE
LE55 THAN 1/150 OF THE AREA OF SPACE TO BE
VENTILATED, EXCEPT THAT THE AREA MAY BE
1/300, PROVIDED AT LEAST 90'6 S NOT MORE
THAN 80% OF THE REGUIRED VC-NTILATIN5 AREA 15
PROVIDED BY VENTILATOR5 LOGAMD. IN THE! ....
_... ..
UPPER PORTION OF THE SPACE TO BE VENTILATED
AT LEAST 3 FEET ABOVE SAVE VENTS WITH THE
BALANCE OF THE REQUIRED VENTILATION
PROVIDED BY SAVE VENTS AND VENTING, RIDGES.
EAVE VENTS SHALL BE COVERED WITH
CORROSION- RESISTANT METAL MESH WITH MESH
OPENING5 OF 114" IN DIMENSION.
ATTIC AREA @+ ROOF = 1914 S.F.
1414 5.1. / 500 = &,05 S.F. Rli 'V. VENTIN6 AREA
WITH A MINIMUM OF 3" PER LIN. FOOT AROUND THE
PERIMETER OF THE ROOF3. ly _ 5F WILL BE PROVIDED
AT THE SOFFIT (WITH VENT 5LOCYlN6 ® ALL BAY5)
THE BALANCE TO BE PROVIDED WITH ROOF VENTS
34 5F EACH 1) REQUIRED
rbAr C11
Fag -T.uss (e_
When roof overhangs encroach into
a 5' side -yard solid block trusses
(no vent blocks) provide 5 AF 50's
(per encroaching side) within 4' of wall line.
I I
OPr. (aAkA&J
ROOF FRAMING NOTE5
I. -ALL HEADER5 TO BE 4X8 D F?2
i "UTH MAX. 6'_6" SPAN, j 0
2. VENTED EAVE BLOCKING C4 EXTERIOR NALL5,
5, BEARING WALL5 ARE SHADED.
4, OVER FRAMED AREA 5HOWN AS HATCHED
USE 2x6 ® 24" OL. (TYP)
5. 6/12 ROOF PITCH. L),NO,
6. EAVE OVERHANG TO BE 12 ", UN.O.
T. APPLY ROOFING IN ACCORDANCE
WITH RC, SECTION 8905
5, PROVIDE ATTIC ACCESS WITH MIN.
OF 22 "X30" CLEAR.
C? ALL TRUSSES SHALL CARRY MANUFACTURER'S
STAMP, SHALL BE INSTALLED AND BRACED TO
MANUFACTURER'S 5PEGIFICATION5, SHALL HAVE
DESIGN DETAILS AND DRAWINGS ON BITE FOR
FRAMING INSPECTION, AND WILL NOT BE FIELD
ALTERED WITHOUT PRIOR BUILDING DEPARTMENT
APPROVAL OF ENGINEER'S CALCULATIONS.
10, TRU55 MANUFAGTURER TO 5UPPLY ALL
BLOCKING AND HANGERS REQUIRED AT
MANUFACTURED TRU55E5,
I1, TRU55 LAYOUT TO BE REVIEWED AND APPROVED
BY TRU55 MANUFACTURER PRIOR TO CON5TRUGTION.
DESIGN LOADS::
ROOF DL 15 PSF
LL = 2!5 PSF
ENGINEERED TI CUSSES BY TRUSS MANUFACTURER
NOTE: PROVIDE' (2) 2 X POST (ra ALL HIP MASTERS
8 GIRDER TRUSSES U.N.O
HEADERS: 4 x a OF # 2 U.N.O.
NOTE: PROVIDE (1) 2X TRIMMER
@ ALL HEADERS U.N.0
H1: 4x10PF #2 6, d+- un.r,75'.
1-12: 4x10 OF #2 4
N'. GI: C3)2wG NF+IZ
Sxioork2
WELLER CONSULTING ENGINEERS, P.C.
21925 8TH PLACE WEST
BOTHELL, WA 98021
(425) 488 -9868
Engineer Reivew
This drawing has been reviewed Per the attached
calculations prepared by Weller Consulting Engineers, P.0
B
Jab .lo • oSBo Date o ZT/ to
VOID IF NOT WETSIGnD
@ ALL HEADERS U.N.0
H1:
4x 10DF #2
H2:
4'x10OF #2
H8'.
4x10 OF P1,
BEAMS:
NOTE: PROVIDE (2) 2 X POST
@ ALL BEAMS U.N.O.
40L.LIM'4 s'
GI' (3) 2up Ar o2
�a i 47 2vL tlCL9
DETAIL A
TRUSSES PER PLAN
104 0 6" Q.6.
ROOF 5HEATHIN[i
VENTED BLOCKING
HI 0 24" O.G.
ROOF FRAMING PLAN A
4., r- o,.
DETAIL 1
10d a 6" O.C.=
ROOF SHEATHING
SHEATH TRU55 PEER 5W -4,
PROVIDE INTERMEDIATE
FKAMING A5 REQUIRED
10d 0 4" O.G.
lod &D 41, O.C.
2 x A5 REQUIRED
SHEAR WALL PER
PLAN
r EILnJ(I IV(, 5aza OF1 Q90b.1
THE NET FREE VENTILATING AREA SHALL NOT BE
LE55 THAN 1/150 OF THE AREA OF SPACE TO BE
VENTILATED, EXCEPT THAT THE AREA MAY BE
1/300, PROVIDED AT LEAST 90'6 S NOT MORE
THAN 80% OF THE REGUIRED VC-NTILATIN5 AREA 15
PROVIDED BY VENTILATOR5 LOGAMD. IN THE! ....
_... ..
UPPER PORTION OF THE SPACE TO BE VENTILATED
AT LEAST 3 FEET ABOVE SAVE VENTS WITH THE
BALANCE OF THE REQUIRED VENTILATION
PROVIDED BY SAVE VENTS AND VENTING, RIDGES.
EAVE VENTS SHALL BE COVERED WITH
CORROSION- RESISTANT METAL MESH WITH MESH
OPENING5 OF 114" IN DIMENSION.
ATTIC AREA @+ ROOF = 1914 S.F.
1414 5.1. / 500 = &,05 S.F. Rli 'V. VENTIN6 AREA
WITH A MINIMUM OF 3" PER LIN. FOOT AROUND THE
PERIMETER OF THE ROOF3. ly _ 5F WILL BE PROVIDED
AT THE SOFFIT (WITH VENT 5LOCYlN6 ® ALL BAY5)
THE BALANCE TO BE PROVIDED WITH ROOF VENTS
34 5F EACH 1) REQUIRED
rbAr C11
Fag -T.uss (e_
When roof overhangs encroach into
a 5' side -yard solid block trusses
(no vent blocks) provide 5 AF 50's
(per encroaching side) within 4' of wall line.
I I
OPr. (aAkA&J
ROOF FRAMING NOTE5
I. -ALL HEADER5 TO BE 4X8 D F?2
i "UTH MAX. 6'_6" SPAN, j 0
2. VENTED EAVE BLOCKING C4 EXTERIOR NALL5,
5, BEARING WALL5 ARE SHADED.
4, OVER FRAMED AREA 5HOWN AS HATCHED
USE 2x6 ® 24" OL. (TYP)
5. 6/12 ROOF PITCH. L),NO,
6. EAVE OVERHANG TO BE 12 ", UN.O.
T. APPLY ROOFING IN ACCORDANCE
WITH RC, SECTION 8905
5, PROVIDE ATTIC ACCESS WITH MIN.
OF 22 "X30" CLEAR.
C? ALL TRUSSES SHALL CARRY MANUFACTURER'S
STAMP, SHALL BE INSTALLED AND BRACED TO
MANUFACTURER'S 5PEGIFICATION5, SHALL HAVE
DESIGN DETAILS AND DRAWINGS ON BITE FOR
FRAMING INSPECTION, AND WILL NOT BE FIELD
ALTERED WITHOUT PRIOR BUILDING DEPARTMENT
APPROVAL OF ENGINEER'S CALCULATIONS.
10, TRU55 MANUFAGTURER TO 5UPPLY ALL
BLOCKING AND HANGERS REQUIRED AT
MANUFACTURED TRU55E5,
I1, TRU55 LAYOUT TO BE REVIEWED AND APPROVED
BY TRU55 MANUFACTURER PRIOR TO CON5TRUGTION.
DESIGN LOADS::
ROOF DL 15 PSF
LL = 2!5 PSF
ENGINEERED TI CUSSES BY TRUSS MANUFACTURER
NOTE: PROVIDE' (2) 2 X POST (ra ALL HIP MASTERS
8 GIRDER TRUSSES U.N.O
HEADERS: 4 x a OF # 2 U.N.O.
NOTE: PROVIDE (1) 2X TRIMMER
@ ALL HEADERS U.N.0
H1: 4x10PF #2 6, d+- un.r,75'.
1-12: 4x10 OF #2 4
N'. GI: C3)2wG NF+IZ
Sxioork2
WELLER CONSULTING ENGINEERS, P.C.
21925 8TH PLACE WEST
BOTHELL, WA 98021
(425) 488 -9868
Engineer Reivew
This drawing has been reviewed Per the attached
calculations prepared by Weller Consulting Engineers, P.0
B
Jab .lo • oSBo Date o ZT/ to
VOID IF NOT WETSIGnD
ROOF FRAMING PLAN B
I 12 "T yp
!T'I
— 1
+
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t C-Aftf G
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'I'
I
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—.1110+V. AT ALl- "rY U.5S
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HOME DESIGN
108 WEST MAIN
PUYALLUP, WASHINGTON 99371
U3- 840-0921
253864.7016 FAX
hewedesi8ss(dgW"t' tl
PROJECT:
I
1914 "---J
Date: o`t
Permit:
Rppevisions /: 19- to
SHEET NUMBER
A-4
N
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ROOF FRAMING PLAN B
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— 1
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MAI
'I'
I
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—.1110+V. AT ALl- "rY U.5S
'(b WA.r.. GpN N &�-n oNS
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pf;0 -z
I - FLATF
141101
ez
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WzWz { yy
PUGET
SOUND
since
1983
HOME DESIGN
108 WEST MAIN
PUYALLUP, WASHINGTON 99371
U3- 840-0921
253864.7016 FAX
hewedesi8ss(dgW"t' tl
PROJECT:
Freestone
1914 "---J
Date: o`t
Permit:
Rppevisions /: 19- to
SHEET NUMBER
A-4