HomeMy WebLinkAbout2512 Rolling Hills Ct Technical - Building
TECHNICAL
Permit # () (0 - L/-r q
,
Address ~512 Rolh"'d H.l1s (lJ
Project description ReS1cth;'~/ Sv ~ '
Date the permit was finaled
6/IIo/O~
I I
Number of technical pages
;)0
-l .I- -~ "
, -'
PLAN # 112795G
Suntel
FOR
Home Design
In return for payment of a one-time fee, F ~ Designs & Engineering, Inc. grants you
a limited license to use the Analysis to construct one-single house a the address shown below.
This lateral analysis is not to be used for any master-plan approval process.
Site Location: Lot # 18 Rolling Hills, Port Angelos, Washington
Copyright # 8835 (please refer to this number when requesting customer support)
N OTI CE: If the Building Department accepts the Analysis without an engineer's
original ''wet-stamp'' seal signed with red ink or for different site location than shown above,
then it is agreed that such Building Department accepts total liability out of or in connection
with this Analysis.
CALCULATIONS, SHEAR SHEET, L-SHEET VALID ONLY WITH
ORIGINAL STAMP HERE AND DIGITAL STAMP ON PLANS
AND
CAN NOT BE USED
F~
AFTER
October 2006
FIlF
r~r4~ ~7 j
DESIGNS & ENGINEERING, INC.
12560 N.W. Welsh Dr.
Portland, OR 97229
(503) 533-5100
6~
Project: Catalina-G
File: ll2795G-lOOD-D2-WA
Client: Sunte) Home Design
By: RF
Date: 7/2005
Job No. ] 843
Sheet No.
Designs & Engineering, Inc.
LATERAL
ANAL YSIS
ANALYZE BUILDING FOR ONLY WIND & SEISMIC FORCES
According to the
2003 INTERNATIONAL BUILDING CODE
WIND ANALYSIS FOR EXPOSURE "D" 100 MPH (3-sec Gust)
SEISMIC ANALYSIS FOR ZONE D2
LIABILITY LIMIT A TIONS
/!l;~ Designs & Engineering, ("]?f)E") was retained in a limited capacity for this project. Design is
based upon information provided by the Client, who is solely responsible for accuracy of same. No responsibility
and liability is assumed to FDE for items beyond that shown on these sheets. No construction ohservations nor
soils investigations performed by FDE.
INDEMNIFICATIONS BY BUILDING DEPARTMENT
Building Department agrees to defend, indemnify and hold harmless FDE from any loss, costs, damage,
expense, including attomey fees upon tria] or appeal, for liability arising out of or in connection with
FDE's Analysis unless Analysis is used for specific site location shown on cover page and contains an
original engineer's "wet-stamp" seal signed with red-ink (no photocopy allowed).
OWNERSHIP OF DOCUMENTS
All documents produced by FDE shall remain the property of FDE and shall not be used unless accompanied byar
original engineer's wet-stamp issued from FDR.
Project: Catalina -G By: RF
File: I] 2795G-IOOD-D2- W A Date: 7/2005
Designs & Engineering, Inc. Client: Suute} Home Design Job No. 1843
--------------------------------------------------------------------------------------------------------------------------
Sheet No.
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6~ Project: Catalina -0 By: RF Sheet No.
- . " File: 1127950-1 00D-D2- W A Date: 7 /2005 ~
DesIgns & Engll1cenng, Inc. Client: Suntel Home Design Job No. 1843 1 ,
----------------------------------------------------------------------------------------------------------------------- --
p
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k2cAk2
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SCALE: 1/4" = 1'-0"
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$~ Project: Catalina -C By: RF Sheet No.
Fik 112795G-IOOD-D2-WA Date:: 7/2005 4/
' Designs & F:nginecring, Inc. Client: Sllntell"lome Design Job No. 1843 {I 1
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File: 1127950-1 00D-02-W A Date' 7/2005 .!5 J
Dc-signs & Engineering, Inc. Chent: SUlltel Home P-~_sJ_~~_~m_m__~.?.~_~?:_!_~~_~___ft__________J f l
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05i10/2005 08:04
5035240155
SUN TEL HOME DESIGN
PAGE 01
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. 6~ Project: Catalina -G By: RF Sheet No.
. ,.. File: l12795G-100D-D2-WA Date: 712005 ,,/
lleslgns & F.Jngmeenng, Inc. Client: Suntel Home Design Job No. 1843 /11
--------------------------------------------------------------------------------------------------------------------------
WIND ANALYSIS USING 2003IBe SIMPLIFIEIl WIND METHOD
Data:
W = Total Wind Force = Y x I x P x A
Reference: 2003 JBe Figure] 609.6 .2.1
Y := 1.5
J := 1.0
FRONT & REAR WALLS
Zone
Horizontal Pressure
Proj ected Area
A
B
C
D
Pa := 17.8 psf
Pb := 12.2 psf
Pc := 14.2 psf
Pd := 9.8 psf
Aa := 30
Ab := 15
Ac :=.165
Ad := 220
sq. ft.
sq. ft.
sq. ft
sq. n.
W := y.J.(Pa.Aa + Pb.Ab + Pc.Ac + Pd.Ad)
3
W = 7.82 x 10
pounds
Distribute wind force to roof and second-floor level:
FRwl := Y.I.(1.0.Pa.Aa + 1.0.Pb.Ab + 1.0.Pc.Ac + 1.0.Pd.Ad)
FRwl = 7.82 x 103 Ibs
SIDE WALLS
Zone
Horizontal Pressurc'
Projected Area
A
13
C
D
Pa := 17.8 psf
Pb := 12.2 psf
Pc := 14.2 psi'
Pd := 9.8 psf
Aa := 30 s,q. ft.
Ab := 20 sq. ft.
Ac := 245 sq. ft
Ad := 420 sq. ft.
I
W := Y.I.(Pa.Aa + Pb.Ab + Pc.Ac + Pd. Ad)
4
W = 1.26 x 10
pounds
Distribute wind force to roof and second-iloor level:
FRw2 := Y.I.(1.0.Pa.Aa + 1.0.Pb.Ab + 1.0.Pc.Ac + 1.0.Pd.Ad)
4
FRw2 = 1.26 x 10 lbs
. " -~
, 6~ Project: Catalina -0 By: RF Sheet No.
~:~~~~-~-~~~~~~:~~~~~:~:~___________~!!;~!~~~~_~~r~~~~-~~};~---------~~~?~~I~~L_________?/r I
SEISMIC ANALYSIS USING 20031BC SIMPLIFIED ANALYSIS PROCEDURE
Data: 1=1.0 Sd:= 1.30 R:= 6.5 r := 0.45 (worst case)
E = Earthquake Base Shear = 1.2 l' Qe / 1.4 = 1.2 P (Sd W / 1.4R)
Weights:
Roof Dead Load = 15 psf (Composite Roof Covering)
Partitions = 10 1'sf
Exterior Walls + Windows = 10 psf (Average)
Mass Calculations:
Aroof := 2500 ft^2
AlstFloor := 2300 1l^2
Aroofwall := 900ft^2
Al wall := 0 1l^2
hI := 10ft
Mroof := 20. Aroof + 1O.Aroofwall
4
Mroof = 5.9 x 10 pounds
20
p:= 2-
r.v A1stFloor
1':= if(1' < 1,1,1')1' = 1.07
Sd
E := 1.2.p.-.Mroof
l.4.R
4
E = 1.09 x 10
pounds
Seismic Design Force:
FRe := E
4
FRe = 1.09 x 10 pounds
I
, .
Project: Catalina -G By: RF
File: 112795G-] 00D-D2- W A Date: 7/2005
Client: Suntel Home Design Job No. 1843
---~----------------------------------------------------------------------------------------------------------------------
Sheet No.
'li3/1l
Designs & Engineering, Inc.
INVESTIGATE SHEARWALLS USING PERFORATED SHEARWALL DESIGN APPROACH
Analyze entire brace wall line as a series of perforated shearwall panels using worst-case "maximum opening
height ratio. Individual perforated shearwall panels extend between plan discontinuity. Ovelimning for such
panel is calculated by ratiorial analysis. Reference Section 2305.3.7.2 - 2003IBC
Unadjusted in-plane shear force for brace wall line, PRe = 2950#
Percent full-height sheathing = 8 ft. / 16 ft = 50%
Maximum opening height ratio = 4ft /8 ft = 0.50
Shear-resistance adjustment factor, Co = 0.8 (Ref: Shear-resistance adjustment factor table)
Amplified in-plane shear, V = Unadiusted shear force for brace wall line
Shear resistance adjustment factor x Total length of full-height walls
= PRe / (Co x L) = 2950# / (0.8 x 8 ft) = 460 plf
Uplift at perforated shearwall ends calculated based on rational analysis (use only 50% of weight
of first individual full-height wall segment for dead load)
2/3 average weight of full-height wall segments and portion of roof framing, Wd = 110 plf
2/3 dead-load reaction at end of shearwall or corner restraint, Rl = 400#
Uplift at end of perforated shearwalls, Pu = Vfx hI - Wd x (0.5 Ll) - Rl
= 460 plf x 8 ft - 110 plf x (0.5 x 4 ft) - Rl = 3100#
Uplift between wall ends, t = V- Wd = 460 plf - 110 plf= 350 plf
Wall bottom plate (11/2" thickness) to rim joist.
Use 16d common nails (0.162 by 3 1/2 inches).
Lateral resistance = 1.33 x 141# = 187# per nail
Withdrawal resistance = 1.33 x 40 pli X 2.5" = 133# per nail.
Nails for shear transfer = 460 plf / 187# per nail = 2.4 nails per foot
Nails for uplift transfer = (460-110 pIt) /133# per nail = 2.6 nails per foot
Net spacing for shear and uplift = 2.4" 0.9.
Rim joist to wall top plate.
Use 16d common nail (0.162 by 3 1/2 in.) toe-nailed to provide shear transfer.
Lateral resistance = 0.83 x 187# per nail x 1.5 nails per ft. = 230 plf (150# per nail default maximm
for seismic loads) plus Simpson "LTPS" framing clip capacity = 630#
Net spacing for shear using LTP5 clip and 16d toenails at 8" O.c. = 630# / (460- 150#) = 24" O.c.
Transfer of uplift, t, from second floor in this example is accomplished through attachment of second floor
wall to the continuous rim joist which has been designed to provide sufficient strength to resist the induced
moments and shears. Continuity of load path is provided by holdowns at ends of the perforated shear wall.
Use Type "C" shearwall w/ HTT22 holdowns, 16d at 2 1/2" o.c. sole plate nailing and LTP5 clips at 24" O.c
6~
Designs & Engineering, Inc.
Project: Rockwall By: RF
File: #12801-100B-DI-OR Date: 7/2005
Client: Suntel Home Design Job No. 1589
.~------------------------------------------------------------------------------------------------------------------------
Sheet No.
~~I
RI = 400'
"
FRe=2':l50'
I
HOLDOlLN
Pu = 3100'
81_011
1 4'_011
J P S W. Se~menl
c
4'-0" 1
P S ill Se~menl
"
Perrorated Shear Wall
ELEvATION OF PERFORATED Sl-fEARWALL
MAXIMUM OPENING HEIGHT RATIO AND HEIGHT
WALL HEIGHT
H/3 HI2 2H/3 2H/6 H
8'-0" 2'-8" 4/-0" 5'-4" 6'-8" E,' -0"
Percent Full-Height Shed thing Shedr Reslstdnce AdJust.ment Factor
10% 10 06'.l 053 043 036
20% 10 011 056 045 038
30% 10 014 0S'.l 04'.l 042
40% 10 011 063 053 045
50% 1.0 0.e0 0h1 05l 050
60~. 10 083 011 0.63 056
10% 10 081 0.11 06'.l 063
80% 10 0'.l1 0.e3 0.11 011
SHEAR RESISTANCE ADJUSTMENT FACTOR
-6,
Designs & Engineering, Inc.
Proj ect: Catalina -G
File: 112795G-] 00D-D2- W A
Client: Suntel Home Design
By: RF
Date: 7/2005
Job No. ] 843
Sheet No.
10/
It
---~----------------------------------------------------------------------------------------------------------------------
INVESTIGATE MAIN-FLOOR SIIEARWALLS:
Rear Walls:
Line A
Front Walls:
Line B
Summation of full-height walls lengths =
Tota] length of brace wall line =
% full-height sheathing = S := ~.100
TL
Diaghragm stress = v := 0.5. FR
TL
Seismic Shearwall 1.75.(0.5.FRe)
v'=
stress wi wall aspect' L
ratio penalty =
Perforated
Shearwall stress =
FR
v := 0.5--
0.8.L
Uplift for shearwalllength = L1:= 2
(worst case)
Pu:= v.9 - .5.Wd.L1- R1
L := 18 [1.
TL := 58 ft.
S = 31.03 percent
v = 93.58 plf
v = 527.69
plf
v = 376.92
plf
ft.
Weight = Wd:= 110 plf
R1 := 400 #
3
Pu = 2.88/x 10 pounds
I
Use Type "C" Shearwall wi Tvpe "D" at narrow walls wi HTT22 holdowns
Summation of full-height walls lengths =
Total length of brace wall line =
% full-height sheathing = S := ~.100
TL
Diaglu'agm stress = v := 0.5. FR
TL
1.75.(0.5. FRe)
L
Seismic Sheanvall
v'=
stress wi wall aspect .
ratio penalty =
FR
Shearwall stress = v:= 0.5.-
L
Uplift for shearwalllength = L1:= 2
(worst ease)
Pu:= v.9- .5.Wd.L1-R1
L := 17 ft.
TL := 50 ft.
S = 34 percent
v = 108.55 plf
v = 558.73
plf
v = 319.28
plf
ft.
Weight = Wd:= 110 plf
Rl := 400 #
3
Pu = 2.36 x 10 pounds
Use Type "C" Shearwall wi Type "D" at narrow walls wi HTT22 holdowns
'6~
DeBigns & Engineering, Inc.
Project: Catalina -0 By: RF
File: 112795G-100D-D2-WA Date: 7/2005
Client: Suntel Home Design Job No. 1843
---' ----------------------------------------------------------------------------------------------------------------------
Sheet No.
H/
t I
\
Line 1 Walls:
Summation of full-height walls lengths =
Totallcngth of brace wall line =
% full-height sheathing S := ~.100
TL
. FR
Dwghragm stress = v := 0.5.-
TL
FR
Shearwall stress = v:= 0.5.-
0.8.L.
Uplift for shearwalllength = Ll := 2
( worst case)
Pu := v.9 - .5.Wd.Ll- Rl
Use Type "B" Shearwall wi HTT22 holdowns
Line 2 Walls:
Summation of full-height walls lengths =
Total length of brace wall line =
% full-height sheathing = S := ~.l 00
TL
. hr FR
Drag agm stress = v := Q.5.-
TL
FR
Shearwall stress = v:= 0.5.
0.88.L
Uplift for shearwalllcngth = Ll := 2
(worst case)
Pu:= v.9 - .s.Wd.Ll- Rl
Use Type "B" Shearwall wi HTT22 holdowns
L := 31 ft.
TL := 40 ft.
S = 77.5 percent
v = 156.99 plf
ft:
v = 253.22 plf
Weight = Wd:= 110 plf
Rl := 400 #
Pu = 1.77 x 103 pounds
L := 30 it.
TL := 32 ft.
S = 93.75 percent
v = 196.24 plf
I
v = 231.87
plf
ft.
Weight = Wd:= 110 plf
Rl := 400 #
Pu = 1.63 x 103 pounds
j
LEGEND
0-- T DESIGNATES GRID LINE
-0 DESIGNATES DETAIL MARK
DESIGNATES St-lEARWALL TYFE
I
DESIGNATES t-lOLDOWN TYFE
(SEE St-lEAR SCt-lEDULE)
[I] DESIGNA TES DRAWING NOTE
DESIGNATES HD. LOCATION (AFFROXIMATE)
/
I
/
Designs & Engineering, Inc.
Project: SHEAR WALL SCHEDULE
Location: Pacific NOlihwcst
Client: FDE
By: FDE
Date: 3/2006
Job No. 0000
Sheet No.
--~-----------------------------------------------------------------------------------------------------------------------
Sl-IEARWALL SC~EDULE
~OLDOWN SC~EDULE
"X" - DESIGNATES SIMFSON PRODUCT
MARK 1-l0LDOUJN FASTENERS
,^, NO
~ 1-l0LDOuJN
"V REQUIRED
^
, ,
~
,^,
W
:3.
"MSTC4tZ>" (IB) I~d SINKER 4
NAILS AT EACI-l END .
"MSTCS2" (24) I~d SINKER
NAILS AT EACI-l END
^
, ,
o "MSTC~~" (:34) l~d SINKER
'" NAILS AT EACI-l END
^
/ ", "CMSTI2" (4:3) I~d SINKER
W ':l'-tZ>"LONG NAILS AT EACI-I END
^
/ ""STI-lDI4" (:38) I~d
W SINKER NAILS
^
Q
^
, ,
o "FI-ID~" SIMFSON "SST628"
^
Q
"I-ITT22 "
-OR-
"I-IDU-&"
SIMFSON "SST624"
"I-lDU-B"
-OR-
"I-lDQ-B"
SIMFSON "SST628"
/^', (I&)(I~) SIMFSON "SST628"
~ "I-lDU-I1" or WI ':l/~4" CUT WASI-lE
V" "I-lI-lDQII". 4 I-IEAVY I-lEX NUT.
,^, (1&) (I~) I" DIA. (A:3~) GAL V.
~/ " "I-lI-IDQI4" ROD EM6ED B" INTO
1tZ> 12" TI-IK x 21" WIDE
1tZ>"-tZ>" LONG FTG.
~ = DESIGNATES SI-lEAR FANEL
~ AND 1-l0LDOllN TYFE.
.
= DESIGNATES AFFROXIMATE
1-l0LDOWN LOCATION
.' ,h~., f' J '"
, ,....t '<I.
. \ 1/0. I
ALL pANEL EDGES
MUST 6E BLOCKED
SOLE (':l) 6LOCKINGI (':)) !;/e"4> x 1"
FLATE RIM JOIST EM6. A6&
REMARKS
4" O.C.
I~d TOENAILS
AT 8" O.C.
48" O.C.
4" O.C. I~dill 8"oc
:3" O.C.
4i'-6:'C-:-
~~~.f. I~dill :3V2"OC (:3) 1112" LONG x 1/1~" WIDE
"L TF&"ilI 48" oc 48" O.C. ST AFLE& WI CROWNS
12" O.C. STAG RD. PARALLEL WI FRAM'G.
12" O.C. I"-dill 2vo"oc (:3) D6L. STUDS/6LKG. AT (S)
... . "L TF&"ilI 24" OC I~" O.C. ADJOININCs PANEL EDGES
STAGRD. WI I~d AT 4" O.C.
(3) D6L STUDS/6LKG. AT (S)
12" O.C. l~dill :3v2"OC "L TF&"ilI 1~" oc ltZ>" O.C. ADJOININCs FANEL EDGES
STAGRD. WI I~d AT 4" O.C.
I (3) D6L. STUDS/6LKG. (8)(11)
12" O.C. I~de 2v2"OC ,
"L TFS"e 1tZ>" oc 18' O.C. e ADJOIN 'G FANEL EDGES
STAGRD. WI l~d AT 4" 4 :3X MUDSILL
'''-dill II/o"oC (3) :3X. MUD&ILL AND (8)(11)
12" O.C. &TAGRo. "LTF&"ilI~" oc 12" O.C. 3X. STUD5/6LKG. AT
ADJOININCs PANEL EDGES
FER NEW CODE, ALL ANCI-lOR 60LTS MUST
I-lAVE 2" SQUARE X :3/1~" I-lDG FLATE WASI-IERS
NOTES
1. ALL FASTENERS USED AT TI-lE COAST AND IN CONTACT WITI-l FRESSURE
TREATED MATERIAL MUST 6E 1-l0T-DIPFED GALvANIZED (~DG).
2. "F. RI-l. F-NAIL" = DESIGNATES A FULL-ROUND I-lEAD FNEUMATIC-DRIVEN
NAIL (ltZ>d GALV 60X NAILS MAY SU6STITUTE FOR tZ>.I4B4> F-NAILS).
SIMPSON "R6C" 60UNDARY CLIPS TO SU6STITUTE FOR "L TFS" AT ROOF
SI-lEATI-IING ON SI-IEARWALLS MUST EXTEND DOWN TO SOLE 4 MUDS ILL
FLATES AND SI-lALL NOT 6E INTERRUFTED 6Y ANY WALL BUTTING INTO
TI-lE SI-lEARWALL
&. FROVIDE DOU6LE STUDS/6LKG. WI I~d AT 4" O.C. AT ADJOINING FANEL
EDGES TO AvOID SFLlTTING, NAIL EACI-I FANEL EDGE TO ONLY ONE 2X.
~. "SIMFSON" FRODUCTS SI-IALL 6E INSTALLED AS FER MFG. SFECS
1. 1-l0LDOWNS OCCUR AT ENDS OF SI-lEAR-WALLS AND SI-IALL FASTEN
TO A MINIMUM OF (2) STUDS (MIN) LAMINATED TOGETI-lER WI I~d AT ~"o.c.
B. USE LONGER FDN. 60L TS WITI-l :3X MUDSILL AND SET 60L TS I-IIGI-lER.
DO NOT INSTALL FDN. VENT WITI-IIN 12' CLR. OF A 1-l0LDOWN ANCI-lOR 60L T.
':l. FASTENERS SFACING AFFLIES ONLY AT FULL-I-IEIGI-IT WALL SEGEMENTS,
OTI-IERWISE USE MINIMUM CONSTRUCTION STANDARDS.
ltZ>. USE SIMPSON "STI-lDI4RJ" INSTEAD OF "STI-IDI4" WITI-I JOIST FLOOR SYSTEM.
11. WALLS WITI-l FL YWOOD ON EACI-l SIDE SI-lALL OFFSET FL YWOOD EDGE
JOINTS ON ONE SIDE OF TI-lE SI-lEARWALL FROM TI-lOSE ON TI-IE OTI-lER.
EXTEND FL YWOOD TI-IROUGI-l CORNER AS SHOWN IN DETAIL 14 TO
ACI-lIEVE MINIMUM SI-lEARWALL WIDTI-I SI-IOWN ON FLANS.
12. SI-lEARWALLS WITI-I OVERDRIVEN NAILS PENETRATING SURFACE 6Y MORE
TI-lAN lIB" WILL 6E REQUIRED TO 6E RENAILED. USE A RU66ER
GROMMET IN I-IEAD OF NAIL-GUN AND ADJUST AIR-FRESSURE SO NAIL
I-lEADS ARE FLUSI-l WITI-I OR SLIGI-ITL Y RECESSED INTO SI-lEATI-IING.
1:3. ALL STUD WALLS MUST I-IAVE DOU6LE TOP FLATES WI I~d AT 8" O.C.
AND STUDS I~" o.c.. FLATES SI-lALL LAp A MINIMUM 4'-tZ>" AT SPLICES
WITI-I AT LEAST EIGI-IT I~d NAILS EACI-l SIDE OF SFLlCE
14. 1-l0LDOWN TYFES WI GREATER NUMERICAL DESIGNATION HAY
SU6STITUTE FOR 1-l0LDOWNS WITI-I LESSER. SEE CI-lART TO TI-lE LEFT.
1&. USE 3tZ>tZ>tZ> FSI CONCRETE IN STEMWALL. PROVIDE (2) 414 CONT. T 4 6
IN STEMWALLS WITI-l TI-IESE 1-l0LDOUJNS. EXTEND 1tZ>'-tZ>" FAST 1-l0LDOUJNS.
I~. FASTEN TO (:3) 2x~ FULL-I-lGT. STUDS. FASTEN EACI-l STUD TOGETI-IER WI
(2) ROWS l~d AT~" O.C. STAGGERED. EDGE NAIL WALL FLY. TO EA.1STUD
IN SI-lADED AREAS, FASTEN SI-lTI-lG. AT 4" O.C. AT 60UNDARIES"OF
SI-lADED AREA AND FANEL EDGES. 6LOCK FANEL EDGES W/12"
NOMINAL FLAT 6LOCKING. USE 8d COMMON NAILS FOR ROOF/CLGS.
AND ltZ>d AT FLOORS. USE 1/1~" OS6 OR PLY SI-lTI-lG. AT CEILINGS.
(41) - REFERENCES TO SEE NOTES A60VE
~
3-21-"'",
r::--:-' .
'-
.
'6~
Proj ect: Structural Details
Location: Pacific Northwest
Client: FDE
By: RF
Date: 312006
Job No, 0000
Sheet No.
Designs & Engineering, Inc.
Vz" APA-RATED
F<:00l" 5l-lEAT~ING
~ I ro-st'b
~....~ NOTE: 8IMP. .~2.&" MAY
"fJr SUBSTITUTE FOF<: "1-l1" A&
LONG Ae 1F<:6C" CLIF'5 AT
48" o.c. AF<:E USED TO
CONNECT TI-lE FF<:IEZE eD.
TO TOP WALL PLATE.
SIMF'5ON "I-lI" TIE AT
EAC~ ~FTEF<: ALONG
ENTIF<:E F'EF<:IMETEF<:
'2 X SOLID
FF<:IEZE BD,
NOTE. "1-l10-'2" MAY
SUBSTITUTE FOF<: "I-lt"
'2 X 5TUD WALl.
Vi" APA-~TED
eI-lEAT~1NG
ROOF PERIMETER
T\.I1S DETAIL ALWAYS APPLIE5.
ll?>d . 4" O.c.
"'" . 4' Oc. \
PLYWOOD
DECK S~EATI-lING
61MPSON ilL TP4')
SEE 5CI-lEDULE
fOFC eF'ACING
81-lEARWALL
'2 X BLOCK'G
EA. 81DE it 48"
SIMF'5ON "LS~0"
MAY &U6ST1TUTE
FOF<: "I. TF'4"
Vi" APA-RATCD
5l-lEATI-lINa.
o JOIST /Sl-iEARWALL
SOLE PI.ATE
NAILING - tn:E
5C~DE FOF<: INFO
. I (4) 10d EA. BU<.
~ FLOOFi! JOIST5
EXTEND WALL -
SI-lTI-la. DOu.N
TO TOP WAI.L
PLATE 4 EN.
EDGE NAIL (EN)
PL Y. 8F1.ICE FT.
EOOE NAILING
61MF'50N 1I1.TF'411~
'2 x BLOCKING AT
6'-0" O.c WI (~) IfZ)d
TOENAILS TO PLATE
2 X STUD WALL
1.';," APA-F<:ATED
5l-lEAT~ING
5
PARALLEL JOISTS
TI-lI& DETAIL ALWAye APPLIES.
Vz" APA-F<:ATED
F<:OOF 81-lEATI-lING
ed . 4" O.C.
STfO!UCTU~ CEILING
IN CF<:08&-I-lATCI-l AF<:EA
SEE SI-I'WALL 5Cl-lEDULE
F~ ADDITIONAL INFO.
'2 X STUD EXT WALL
TYPE "C" 5l-lEARWALL
o STRUCTURAL CEILING
SI-IEAfi'J.lJALL
PLYWOOD
81-lEATl-IING
50LID BLK'G.
160 . a.o.c.
801.ID 6LK'arj
&IMF'5ON "L TP4"
SEE 6CI-lEDULE
FOF<: eF'ACING
JOIST
SI-lEAf"WALL
I=ULL-l-IeIGI-IT
~" APA.AATED
5I-IEATI-lING
o JOIST/St-JEARWALL
10d . 6" O.C. AT FLOOR
AT D5CF<:, f"'F<:OYIDE 2x4
x 5'-0" I.ONG NAil_ED TO
BOTTOM CI-lOF<:D WI lbd AT
4" O.C. 61 Aa.a.ERF<:ED
PF<:EDF<:lLL I-lOLE6 FOR
CONNECTOF<: 5CF<:EUJ5
END OF 2)(4
4 D~eTF<:UT_
WALL-
eOLlD eLKG
EA. SIDE 1:>'-0"
AWAY FF<:OM END
OF DRAa. STRUT
CONNECTOF<: . SEE PLAN
FOF<: SIZE. INSTALL WI
EQUAL LENGTI-l TO DF<:Aa.
60TRUT AND WALL.
o DRAG STRUT
Project: Structural Details
Location: Pacific Northwest
Client: FDE
Sheet No.
By: RF
Date: 2/2006
lob No. 0000
Designs & Engineering, Inc.
5OL.E PL.A TE
NAIL.ING - 8EE
SCHEDUL.E
PL "rUJOOD
8HEATHINGI
1,..7' APA RATED
SHEATHINar FA8TENED
TO MUD81L.L. PLATE
-- EDarE NAIL. (EN)
&IMP50N 'L.S!;e>' ANCHOR
(NOT REQ'D IF &HTH'ar
EXTENDS CONT, TO MUD&IL.L.
WlOUT AN"r JOINTS)
--- EooE NAIL. (EN)
&/.. '. x I"" A6'& WI
2 X 2 X .3/16'
PL.ATE WA&HER& OR
elMP, 'aFS/8-2'
_V7' APA RATED
8HEATHINGI,
50LE PL.A TI:
NAIl-INar
-- EDc:.E NAIL. (EN)
eIMF50N 'L&&"" AT
eAME ePACINar A5 'L. TP4'
-- EDc:.E NAIL (EN)'
FLOOR
FRAMINar
-4 CONT. HORIZ.
AT TOP. 6OrroM
IF FL.OOR JOl8T
5"r5TEM, PROVIDE
2 X 61-0CKlNar
ill 12' o.c, WI (.3)
I"'~ TOENAIL.e
TO PL.ATE
, ,~
'I
II,
. ~ 1 .
-4 CONT HORIZ T . 6
&11'. x''''' A6'& WI
2 X 2 X .3/'6'
PL.A TE WA5HER5 OR
5IMF. 'ap&18-2'
lI.4 DOWEL.5 ill 48' O,C.
-4 DOWEL.5 <II 48' o.c,
CONC. STEM WAL.L.
NORMAL JOISTS
1
CONC. 5TEM WALL
THI5 DETAIL. ALWA"r& APF'L.IE8.
PARALLEL JOISTS I
NOTE:
EXTl:ND arARAGll:
DOOR HEADER
OVER ENDWAL.I-,
HEADER WIDTH TO
__H:'.T.".~-7
8>
THI5 DETAIL. AL.WA"rS APF'L.IES.
4'-""
5IMP50N 'M5TC28'
EA. elDE (4-TOTAL.)
,- ::
PON"rWAI-L& 4'-",' AND T AL.L.ER MU5T 6E
APPROVE 6"r ENarINEER OTHERWISE OK
. -, .
, '
MIN, 0) 2X6 5TUDe AT
HOl-DOWN5 - - EooE
NAIl- PL. "r. TO eTUDe
NAIl- SHl:ATHINGI TO
Hl:ADER WI "'.148'. x
2'/,j' F. RH, p-NAIL.e ...
.3' o.c. 60TH WA"r8
4x6 eTUD EA. END
WI ADD'L. 2X NAII-ER
11> CORNER WI 16~ " 6'
. . l [I ~ I
, ,',
, "
~ I I I
",'
.1 I J
J 11 I
11' '
f',l h, :
"J},J" "
, 18 :: 'i'l',
''It-H i': I
: I 1 1 I. \ '1 ~ I'
, ' '~J lh~' \ , I ,,1'1 "
~__~ _L ~__~__.l~~_+_
~~--;--t-:t-_~-Jl_-~r-+
,.",--_i__r.,_-i-[- --~ -\-_..J...J":"_.-
. ":_-\,-,1.,.-+ __.__~:-_~../_.,-~ :
\ : I {:I"; ; i j ~/l ! \
i 1: f'll, . I'll !
! ' I j : 1 ,pi'.Nt-wAf!;: to' H VE
, \, i r JII/fr'F'E '4'~eHEA AI-I-
, ",I i, i;1 f; ~~lffl \~N\~ f, IN,)
II f ~ 'I i i \'. I
dl;g' ' ,
I "ll" I J
I ,J I , ' I ~ ,
. I jl I (q \ \, 111/ ,'. \.
i I II;: 1.1 . I. I t, .'. I \ : fl' I
1--~-~L~--1--~-r~~~~ --~- - ~
GARAGE
V7' APA-RATED 8HTH'ar
FROM A 51Narl-E 5HeET
60TH 51De8 WI "'.148'.
F. RH P-NAI1-8 INTO
4x6 WI (2) ROwe AT 2' 00.
eXTEND PI- YWD THRU
CORNl:R . 5EE DET, 14
6X 501-ID al-OCKINar
AT 8HEATHlNar 8PI-ICE
~ ~
I: I:,
'" '-
.1) in
I ,
iJI ~
: 11 ._~.-:'~- . _~~_~J}: :
1 \, \ I II
..\ "
. .11 Ill. .
I' \ "
',; I \ II' .
. ~ n ~ JI
. ell! I I..
.rlr~/. I . /It..
.-J~t. '~ I
.;; .Ii. ,J.
II ',- ":Ii.-"" rr-' "IT :1
II 'I 'II 11111
," ',H IIII
,II' " '1I'j
tJ "'I
~" , 11'
, l" IU' 12' DEEP x 8'
l=~= I" -4 X 1-6 L CONT. FTc:,. WI
, ' ,III ~_'"
I" '\:1, -4CONTT4e
INF. : .::::::.H..H..::;.:::.-..::::::::::-.::::.:;;~:;-.-"f1t.... hH~~:~--::::':":"-==-;;.:t -=
- -I'~,--~-[--~ ~~~~-=:~::".="-,~--- ~=---:
,~~~ -~~:-----~ -" - ~ 24' X 48' X 12' FTc:"
J- J WI (;j) -4 CENTERED
~ GARAGE -FRAME PET AILel:LowRAI~D STEHWALL
~ ~~
I: _
::.r ~ ij
N::i~
!hlb
A.3E> HREADED
ROD'wrlTH 5AME
DIA ER Ae
ANC R 6OL.T
5IMP5ON 'CNW' COUPLEI
SIMP50N 'F'HD6'
4x6 PL.ATE5 WI (2) &/6'.XI2'
J-60L. Te AT 0' 0.0. WI
SIMP. '61'*..8' WA5HER8
(2) Rowe OF NAll-e AT I 112'
5TAarGlERED TO MUDSIL.L.
1-4
-4 X n2-.3
HAIRPIN eAR
r- ~
-~:='~=r IW~"=-[=:=:=f,":~~=';=7~'=~=:-:W~II'1 ";=~~~~~~=:~:=,: , 60L T
" 'I 'I ~ " " '" "
. . !I' :111 :. . '.' '. .: ~, ~ II .' : '.' '.
: il .. " ' "'4,COI'{T T ..e : it ... ': ~,' :
. ~. . . '. tl'" .
11 . II .
11 '.. ..... ~J:' '. .' . .
" ~l CONC~STE 'FOUNDATION ,11 , ,., ' ..' :
~=~=~~~~=~~~~=~~=~~~=~==~=~rT~=~~~=~~=~~i~~~=3=~====
. . . . . .. "
-4 DOWEL.e ill 48' O.C.
@ HOLDOWN -a> PON1WALL
,
'6tdtev
Designs & Engineering, Inc.
Project: DETAILS
Location: Pacitic Northwest
Client: FDE
By: RF
Date: 1/2005
Job No. 0000
Sheet No.
v,' RATED
WALL '
SHEATHING
--------------------------------------------------------------------------------------------------------------------------
EDGE NAIL~
&f.lEA THING
RIM JOIST
JOl5T
51MP5ON 'L TF4' .J
eeE 5CI-lEDULE
FOR SPACING
7 X STUD WALL
/ 5IMP5ON 'L55iZl'
HAY 5UE\5TITUTE
FOR 'LTp4"
v,' RATED
WALL 5J.lEATI-IING
o CANTILEVER J5T.
LAM. STUD5
TOOETHER WI
16d AT 6" OC. ~
/ 1-l0LDOUN
GRADE "A36"
TJ.lREADED ROD
SEE 5IMP5ON
CATOLOG FOR
DIAMETER
~t
WUJ
~()
" " . . .
~==*~====~~====~~====~===~*======
. '.',': I: :~. ..(~6J:THr:<eAi:?EcrRod. ~'~l :.' .:. ,',.....
: : ..11 IU Ul/SIHPS9N "51;,!,'1 :<lDI-lE51~.' . Jl: SIMp.."HDIIZlA"
. . .. U5E ',,:ph. !:HBEDMENT [;>EF'TH': . 1l.JJ. RE:<:;llJIREs' 15"
. . '. '. II, . : .IFXCE;FT J.lD!lZlfo - (SPECIAL. ': ': : EM6EDMENT
.... II . , It>;I$PE.e:mON 15,REaUI~D)'. " '. .I?EPTl..(. .
'. '''''. . .... . ....... ..'
. .. '. : 11': :' C~c'REr.E.,.out:-ID";'TION' : ': ,". . .' . '. . : "
~~-~--~---~~-------~~---_._-_.~--
~-,~~7~-~-7~~~~~--~--~~~~7-~-~~~~7-.
o MISSING ~OLDOWN ANC~OR
/ eouND. NAIL ROOF pL YWD. TO
2 X IIZl LEDGER WI BEVELED
Top TO MATCH ROOF SLOPE.
NAIL LEDGER WI (2)-16d EA
WALL STUD ( EA 7 X 6 BLK'G.
r FOR THIS seCTION OF ROOF,
eLOCI<. PANEL EDGEs WI 2 X 4
FLAT, NAIL 8cI . 4' OC. eDGES
AND eouNDARIES, 12" OC. IN FIELD.
BN.
5EE I"LAN IF F'L "11lJOOD
CEILING Ie REQUIRED.
FASTEN RAFTER TO WALL
I"LATE WI SIMPSON "1-11"
SEE DET. I FOR ADD'L INFO.
@ ROOF LEDGER DETAIL
~' RATED-
WALL
5J.lEA TI-IING
(V-2)( OR
4)( (REF.TO
PLANe)
4)(6 OR
(2) 7X STUDS
~ SIMPSON 'L55iZl'
MAY 5U65TITUTE
JOIST FOR 'L TF4'
DeL. JOleT AT
EACH END OF WALL
OVER DaL. STUD$
FASTEN TO RIM JOl5T
WI SIMP&ON "LW'
@ 1-l0LDOWN TO RIM I:d~~ ~, OC.
IF THIS IS A &f.l'WALL
WI A I-IOLDOUN,
TI-lEN EXTEND eJ.lTH'G
TI-lRU ( EDGe NAIL
NOTE:
THIS DETAIL 15 REG/'D.
ONLY WHEN TWO ..L
5J.lEARWALLS eJ.lARE
ONE J.lOLDOUN.
I
@FRAMING Ail'" CORNER
1~7)(4 FLAT AT 74" OC.
IN END-WALL TRU5S
SJ.lTHa..--7 7X VERTICAL eRACE!
(2) IlZld AT 8" O.C.
ad AT 6" ".e. 2)(4 BLKa.. AT 6'-1Zl" OC.
AT ALL FRAMING WI ad AT ~u OC.
MEMe!:RS lUITJ.lIN
!;'-IZl" OF EDGE
GAeLI: END TRU5e
,
,
NAILS eASED
ON 5HEARWALL
REGlMT5. eELOW
EITHER NO
JOINT IN pL'11LIOOD
, OR
, FASTEN SH'WALL TO
ENDWALL TRUSS WI
eLOCI<.INGlRlM
FASTENERS &I-lOUN
IN &H'WALL 5CHD'L.
&1-l'WALL . 5EE
SH'WALL 5CHEDULE
FOR NAIL'G REClMTS,
~
TRUSS aoTTOH CI-lORD OR CEILING JOIST&
(2) 16d EA TRUes 71
~)(4)( S'-IZl" LATERAL?
eRACE AT 6'.1Zl" .,.e.
(~) 16d NAI7
2)(6 I"LATE WI /6d
AT 12' o,c.. TO WALL
GYP5UM aoA~
DIAPHRAGM WITH
&d COOLeR HAILe.
AT" OC. AT FIReT
(4) CEILING MEMeERS
AND 2><6 PLATE
G ~~~~=~_IZl~T~~~:LL
2><4 ON EDGE eEl-JlND 2><4 FLAT IN
END-WALL TRUse. II' 'H" ExCeED&
12'-IZl", USE 2><6 ON EDGE. 5EE A60YE!.
,
,
'/!J~
'Designs & Engineering, Inc.
Project: DETAILS
Location: Pacific Northwest
Client: FDE
By: Rf
Date: ] /2005
Job No. 0000
I
Sheet No.
-----------------------------------------------------------------------------------------------------j-------------------.
~fZ
e fO'" ~
~~ el-
~e ,v.1l-'
cf
~.
et1~
~ylool,r
~ cf
~;I~'
e~~~~~
G INTERFLOOR 1-I0LDOWN
"
S~EAiIALL7
2)( OOLE Iel
SEE ec~DL
FOR INFO
(2)-2)( OR 4)(
(REf'. TO FLANS)
~OLDOlLN STRAF
(INSTALL eTRAF WI
EQUAL LENGT~ TO
ElEAM 4 STUDe.
CUTlI.')(4"~' I
eLOT IN &HTHa..
I-- DelL. JOleT
OR BEAM
\. 2)( eoLID ~~K'a. EACI-!
SIDE NEXT TO STRAF
@1-I0LDOWN DETAIL
18d AT J" O.C.
INTO 2x4 BLKG.
ROOF
TRUSS
(2) 16d INTO TRUSS T&B CHORDS
2x4 AROUND 8LKG.
PANEL PERIMETER
(2)-2)( OR 4)(""\
(&EE PLAN) '\
2 X eoLE Ie
SEE ec~EDULE
FOR INFO
1-!0LDOlLN STRAP
(INSTALL WITI-!
EQUAL LENGTI-!
TO BEAM AND
eTUDe.
eN.
DSL. JeT.
OR BEAM
,Gl-IOLDOWN DETAIL
2 X eTUD WAL
eHEARWALL NAILING
&AME AS eELOW
50LID eLK'c::..
SIMFSON "LS5~"
MAY 5UeSTITUTE
f'OR "LT 4"
1.-J" AFA-RATED
SHEATHING
20 Sl-IEARWALL EXTENSION
f'OR STICK-FRAMED ROOFS
~8d AT J".OC. INTO EACH SHEAR TRUS~
f-- EITHER SHEAR TRANSFER ~
SYSTEM MAY BE USED.
I
SHEAR TRUSSES
EACH DESIGNED FOR
DIAPHRAGM SHEAR LOAD
SHOWN ON PLANS
(TRUSS TO TRANSFER SHEAR
FROM TOP TO BOTTOM CHORD)
(4) 16d NAILS
2x8 AT 16" D.C.
w/ (3) 16d EA. END
FASTEN TRUSS TO WALL-----....
W / "LS50" CLIPS On . _ '::l
SEE SCHEDULE FOR SPACING.
I
2x4 FLAT EDGE FRAMING
NAILED TO TRUSS VERTICAL
W/ 16d AT 6" O.C.
1/2" PLY. SHTH'G. W/
10d AT 4" O.C. EDGES
~ WALL TOP PLATES
l6d AT S", O.C. tROM BLKC.
PANEL TO WALL PLATES
0~;~~~E~;;& EXTENSION
( SHEARWALL )
SHEAR TRUSS MAY BE ELIMINATED IF
SHEARWALL EXTENDS UP TO ROOF SHEATHING
NAIL ROOF TO SHEAR WALL W/ Sd AT 3" O.C.
@Sl-IEARWALL EXTENSION
I
- 'fih~
Project: Structural Details
Location: Pacific Northwest
Client: FDE
By: RF I
Date: 2/2005
Job No. 0000
I
Sheet,No.
Designs & Engineering, Inc.
--------------------------------------------------------------------------------------------------------------------------
=
. I,
~LDou.N WI 0436
GRADE T~ADED ~D
TI-lEADED F10D
e~ 'HIlTC'
~P &TRAP ARO\.ND
!-lEADER IF NECE~ART'
" . .....
..:.:.:::::...:::.......
....
,......
..' .... 'BEAM
........ .".,
....
=
II
II
-FILL CAVITY Wl80LID
WOOD A T ~IOLDou.NIl
-UNLE&& NOTED OTI-lERUlI&E.
U6e '1l1M~' PC'
poeT CAP
(U6e 'EPC' AT
ENDIl OF BEAM)
-DRILL ~LE va' GREATER IN DIA.
IN CENTER OF eEAM FOR eC>L T
II '.
-!!o' &Q X 318' 6I'CG Pl..ATE
FEEN TI-lREAD& AFTER TIGI-lTENED
. . -1l1MP. ''MllTC4''''=i~' .
. EA. END OF HEADER.
FAIOTEN TO
Dell.. &TUD&
2.3 I-lOLDOWN ABOVE BEAM
THill DETAIL ALUlA'r'e AFl"LIEll.
BOLT DECK LEDGER
TO RIM JOIST WI &/ll "4>
AT 16" O.C. AND (2) ROWS
16d AT 8" OC.
(USE 2-&/6" BOLTS IF
JOIST SPAN GREATER
TI-lAN 1lZ"-lZ''')
elHFlla-l 'ABU'
I"05T BAE'JE
OR ELEVATED
EPe IF 5LAe
CONC. FTG.
FREll&JP<E-TF<!!ATED
WOOD FOllT
I CONCRETE 5LAe
I
.' .
25 PORCI-I/DECK POST CONN.
THI& DETAIL ALWAY& AFFLlE&.
(2) 16D
TOENAIL
EXTERIOR WALL
:IX SPACED CEDAR
:IX LEDGER
DBL. :IX MEMBER OR
4X MEMBER RIM JOIST.
1/.4" X 3" X 6" X lZ"-'9"
STEEL ANGLE
.sif
0 r:
=
,g
0 .s~
r:
/ BEAM
L5T6224 STRAP - WRAP
AROUND BACK OF LEDGER
4 NAIL TO DIAC:s. BRACE
W
4 v2" 4"
&/8"40 TI-lROUGI-l 60L TS WI NUT5
AND I" DIA. X 3/16" WASI-lER5.
EA. SIDE. 4X6 CEDAR NEWELL
TO RIM JOIST.
FLOOR JOl5T
~tA~tP
/
bECK LEDGER / ~ANDRAIL CONN.
24
THill DETAIL ALIUA'r'll AFPl..IEll.
SEE SCHEDULE FOR
NUMBER OF NAILS
EA. SIDE
4 X 12 BEAM
@ SI~EARWALL- POST
CONN.
PERPENDICULAR WALL
I
(6) I6d - 2 NAIL& AT TI-lE! TOP
MIDDLE. 4 SOTTa-!
CONNECT WALL& TOGETI-lER BY FIR!;
NAILING END 2x4 TO CI-lANNEL WI
(~) 16d THEN IN5TALL ADDITIa-lAL
2x4 AGAINllT IT AND NAIL WI (6) J6d
lEDGE!
NAIL
I
","YWOoo ""'A,"""J);
OVER WALL &TUD&
EDGE NAIL (EN.)
TO END 2x4
(6) Ibd
@ SI-lEARWALL - WALL
CONN.
r;"
,I'
".., . . ... ........,...
"'_ 1'-;,
,-~ : I ,"",\
~
'::l
)' '" ,.,'
,,: .
?PE?~P~~1 3\': S'~~~~l G~~~gn
; :.: =- ... -
1_' "~I;I.:'n
-. .
,_~ 2..=1'';::
~(I~ ;e:~: ~A~~_~:~~
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For the Washington State Energy Code (2003 Edition)
Climate Zone 1
Site Information
Building Department 'Use Only'
Lot: '"2-~
Address -z.. S- I '- 1~1,..f., I'AJ '" J-I Zl..tJ C-.r;
City. PO"-T AAJ(~G.Lc.s
State. LV A- Zip' cr r ~ ~ '-
Contact A..u D R.. ~ w M. TE. R..R. I:.J
Phone. .s faD - S- 6~ - (!;> 100
Phone 2 :s bD - 01-/- q "IJ.J C,1i L.t.
Fax: leoeJ- .s-~~ - 0 10 J
Permit #.
Notes'
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nllme azmg Ion ny
Glazing Glazing U-Factor Door9 Wall Wall Wall SIab4
OptIon Area JO U- Ceiling2 Vaulted Above Int4 Ext4 Floors On
% of Floor VertIcal Overhead] 1 factor Ceiling3 Grade Below Below Grade
Grade Grade
ill UnlImIted S 8J e
Group R-3 040 0.58 0.20 R-30 R-21 R-I0 R-lO
Occupancy
Only
Table 6-1
PRESCRIPTIVE REQUIREMENTS 0,1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 1 ;
(U r 't d GI . 0 f 0 I )
See the code text for footnote references
Thi~rOject complies with the following:
The project is a single family resldence~ dUI-'I~}(1.
The project IS wood frame OR all of the insulation IS interior or exterior of the framing.
All bUilding components meet the requirements listed in Table 6-1, Option III.
Orhe project will meet all other provisions of the WSEC and VIAQ
The project will take advantage of the following exceptions to the prescriptive option:
o 602 6 Exception 1. One door, that is 24 ft 2 or less, that does not meet the standards IS allowed
Location of the door taking this exception
o 6026 Exception 2 Doors with a U-factor of 0040 allowed without calculations, Option III only
Location of the door(s) taking this exception
Ty pE:- D F 1-' GAt- SOOi2-C-E'
Copynght 2002. WSUCEEP02-056
Copied by permission from the Washington State UniverSity ExtenSion Energy Program
( FOR.v~D A::J::; ~ ~Lec.."'-I2.hc..
PR..OPAAJ6. Frlt...E. (P,-;<:j.ce.
Prescnptlve - Simple Form - Climate Zone 1
7/26/2004
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CITY OF PA BLDG DEPT
FAX No. 360 417 4711
P. 001/001
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THIS RECORD OF SURVEY IS BASED ON A GROUND SURVEY '1. 8~ADt.n' R. lYMANGROVER, REGISTERED AS A lAND
U7IUZING CONVEN7IO/tIAl TRAVERSE: METHODS. SURVEYOR BY THE: STAlE OF WASH/NGTON, CERTIfY THAT .
THIS lAND SUBDIVISION IS 8AS~{) ON AN ACTuAL SURVEY OF
THIS SURVEY MEETS OR EXCEEDS THE STANDARDS THE: lAND PESeRI8E:D HERfJN CONDUCTED BY M~ OR UNDER
CONI:A1/1.{ED /N WAC .JJ2-7$O-0I10. MY SUPfRVl5JON;. AND DECLARE THA r THE OISTANCES, .
., . COURSES AND ANGLES ARE SHOWN HEREON CORRI:Cm'; AND
EQUIPMENT: . . THA T MONUMfNTS OTHER THAN 1HOSE MONUMENTS
-TOPCON@ MODEn'iS6bln"'-TDTiiC"STA1IDN:'.'--'-:----''''- -]l.'PPROVEDrDR-SrnING--1.'f?--tt.-r'ER-aAif:;-HAVE-BEf:N-SET_ ___
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