HomeMy WebLinkAboutPermit File 5406 Doon Way ox, Glttg of P nac es
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9COR- BUILDING DEPARTMENT
CERTIFICATE OF OCCUPANCY # 3 l 7
This is to certify that the(Description of Building or Structure):
sr . Re5rk'n-
Located At: 5 r/n(p T'1lluxiU
-� STREET& NUMBEHJ
Owner: —dim r C.-Ak a
Constructed By: 01.11 O NER OR CONTRACTOR cL�
Bldg. Permit # Gag J Date Of Issue: y—/$— s /
0cc. Group: =3 Use Zone: S
Has Been Inspected And Occupancy Is Hereby Authorized,
This 31-- Day /Off °C Lit-19
RIN C AUTH LG OFFICIAL
SEC Rg.VER$E SjDE FOR SPECIAL REQUIREMENTS. ' /
14.16.
4COf(' ` CITY OF.ANACORTES
BLDG. PLUMBING k31 MECHANICAL..
1 PERMIT a ' 6991
Telephone 293-1901 - '/
Anecoitw,WA Date A✓t it- / l 19 (2
PERMISSIO IS HEREBY GRANTED TO: J
OWNER 't•`f 2::VC;1fr,
STREET J5/LiADDSS tt 4P /d/ la
Loca " where worljf ii to bed e
CONTRACTOR Xi- '" ---12 II V f in "!!`
TO ERECTS INSTALL ❑f OR REPAIR 0
IN-THE FOLLOWING MANNERR,, )fA/Cri CE l"a✓/I % 'f=s 96:4,-(4.
.'c A tie 41 ?f£ .o 5 Aet3) City Cfr.-_C /c -
,i . CM wJ6>€-S co/%:1;2,:r7 "4:tcPfst6 w =;-I"ittlsva'
ft "r Vf.c.Gd ..
PERMIT EXPIRES ONE YEAR FROM DATE ISSUED
PLANS FOR CONSTRUCTION WERE NOT 0 SUBMITTED
WERE I
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WORK TO BE DONE BY OWNER ®' CONTRACTOR-K
RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS:
TYPE APPROXIMATE VALUE MnRER FEES
OF WORK
, State Building Code Surcharge .3 CC'
State Energy Study Surcharge /5- ad
•
Building id/, sr,,-/ 3 3 / 00
Plumbing and W.S. &7 ct
Mechanical G 7 e'0
Plan Check Fee G'2/ 5- G 0
Zyat,- 'y k
dt ->f� i i/
, /.at 7.2 c
TOTAL /�_ /66 j� 7yd ry 7/y ! ?e, s---
LEGAL DESCRIPTION i-L�! �" y'6> t' /t 0 7
1
6/Zs
ORDER NO. -71 r'+ TRUSS ENGINEERING, INC. simi
322 Rowland Road
ROOF TRUSS MFG. Sedro Woolley, WA 98284
DATE 5- ,0-20 imEPhone (206) 856-1850
SOLD TO feei.meg. - A,,AcoaTE.S 2-I'n2-. DELIVER TO 5ULvunsE. — ven,.I ,.w7
ADDRESS 2.evet.-1 I.-or 6y-
Phone
BB TAIL CUT Pc TC 2.st+ BC 24ti LOADING srp SPACING Zn BEARING Z*c, HEEL '14 DELIVERY cep GRD. I W.C.)
r . SPAN PITCH left TAIL right DESCRIPTION NO. UNIT PRICE AMOUNTl\
I 22-0 Rliz TS 24 GE
It 22--0 */,2" 2-* 24 (LEV
I 2270 `-42 Z'-t o ILE(f
�k�
( 2P1-o !'2 1X 2a4 CrE
µpp.
I 28-0 2Irn- L-t in SalsSoP.
Lift L \
6 2$-0 2f 1- kb 2,t Sc.SSt,4. C WC -la ll rot tet O- C AT ,4
24 \)
it te-o 2!/t_ In 44, St(S$u9r ( l4a .^ - MOene0 Ar 254" )
(--- , 18'0 In- 24 24 STu9DE9 R£lf ,_,
if 28-o µh2 Vt 2* acts'
,I 2.6-0 II- . o ,-
I 28-0 Vol- 0 24 GE
L2-° V -
I rn'*m Fitt,r
( 22:%. 2n4 gear BW44
2%( )discount if paid by TOTAL
DELIVERED If discount is taken then total is 1
- Design Informatio I TC(D+L)= 32,0 PSF 5 Plating 1..6ormation I 'UBC
BC(D+L)= 10,0 PSP
DWG SR87-03210-U902D06G4 TL(D+L)= 42.0 PSF JT. CHORD SIZE AT JT HYDRO-NAIL NOTE LOCATION(IN)
i, . . _
SET NO. 6 DATE 3/24/88 STRESS INC - 115 NO 2X4 2X6 PLATE SIZE --%-- --y-;-
( 2 I Maximum Chord Spans (Ft.—in.) -J-1 23- 2 23- 2 2 1/2 :X ' 6 PT A _ 0 0/0 0 0/0•
24- 0 27-10 4 1/2 ,X - 4 PT A . 4 0/0 0 0/0
. _ _ 30- 0 2 1/2,X B PT A 5 3/4 2 3/8
. LUMBER GRADE TO CHORD #OTT M CHOR -
=HEM FIR= 2X4 2X6 2X4 2X6 J-2 24- 8 24- 8 1 ,X 3 PT
-No 2 _ • 24- 30- 0 19- 25-1 30- •0 30- 0 1 'X 4 PT
NO 1 27-1 30- 0 21- 27- - -
'SEL STRU - 30- 30- 0 21- 27- SJ-2 30- 0 5 1/2:X 5 PT , 5 2
=MSR-ALL SPECIES= - 30- 0 . 7 X . B PT 8 1 1/2
- .1650E-1.SE MSR 30- 30- 0 24- 30- - _ -
ii
:1800E-1.6E MSR 30- 30- 0 24- 30- -J-3 30- 0 30- 0 3 'X 4 PT 4 1 1/2
1950E-1.7E MSR 30- 30- 0 24- 30- -
• 2100E=1.8E MSR 30- 30- .0 24- 30- J-6 24- 0 30- 0 3 'X 8 PT
2250E-1.9E MSR 30- 30- 0 24- 30-
2400E-2.OE MSR 30- 30- 0 24- - 30- 5J-6 24- 0 4 1/2 -X 8 PT 1 1/4
*REQUIRES 2X6 BEARING #REQUIRES 2X8 BEARIN - 30- 0 7 X 8 PT 1 3/4
CHORD SPLICE OPTIONS ,
, C-2 30- 0 30- 0 3 X 4 PT
3 J Web Requirements (Ft.-in. ) c-6 24- 0 27- s 3 x 4 PT
30- 0 3 X 5 PT
UNBRACED BRACED NOTES: A. SPAN SPECIFIED IS FOR BOTTOM CHORD
2X4 WEBS W1 W2 W1 W2
STD-HP 30- 0 30- 0 30- 0 30- 0 GROSS PLATE RATING(PSI) FOR PT=169. (HF)
CON-HP 30- 0 30- 0 30- 0 30- 0 GROSS PLATE RATING(PSI). FOR PTH=136(HF)
NO2-HP 30- 0 30- 0 30- 0 30- 0
NO1-HP 30- 0 30- 0 30- 0 30- 0
4 Force Information L=Span (Ft.)
CHORD FORCES WEB FORCES JOINT LOADS
,„ 4- C 1= -89.4L W 1= -23.5L J 1= 13.8E '
• C 2= -66.4L 'W 2= 27.4L - J 2= 16.0E •
C 6= -85.OL J 3= 14.7E
REACT= -42.0L J 6= 10.1L
DESIGNED IN ACCORDANCE WITH TPI-85 AND NOS-86
Note - See Table 3 for'Web Lateral Bracing Requirements
Truss is P2= L-25
symmetric —I 4
SJ2 about CL -
WN.tYu,' at nerp .
9 �V yy /,�`*emrr 6
••° . • L-25 P X - I Y ^y t i e euca2 tom e,
®4 - itill Fd'.!{VEd hi[v.4 4424
hON E
5.16I . O!�,THcciiliallni
• E
�Mag TRUSS ENGINEERING, lid
322 Rowland Rd.
2X4 Bearing TI I +6,� J6
unless noted -B �- P6=.z' I.,, �- Sedro Woolley, Yt5'1t54
•
SPAN = L r � 6
UBC CODE 2,- 0" O.C.
,,/� TWO SIDED DOCUMENT HYDRO-AIR -.4/12 SLOPE PT+PTH PLATES
[ SEE REVERS • SIDE FOR
ENCINEERINC hEM FIR VG6MSR
IMPORTANT INFORMATION upcp I"
25/ 7/0/10= _42 PSF @ 1.15
e 1987, Hydro-Air Engineer)--, Inc. Box 7359 St.Louis MO 63177 _
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CTEG
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TRUSS ENGINEERING, INC ,
1/4 j0 5� 8 715 5 7 322 Rowland Rd. 1 V
TYPE 1035 5/18/87 t;
S®dro Woolley, WA 9$284 4i = 5 ICI Q•�, �
1 OF 3
25/8 da P
3.4s� r 3.4 .<$
It w mf
60
u7 4.0017 1x4 —= ._x4 )4 W Z
W
2 7/e \\\
'. S= 121PTH
_ 3x 4 2.00 3x 4 gca'd°
12 g.-.o,oE�
41x10 4ix10 —= F, 9E N9
'� Li! J7 5g°gg Egg
3o i
TO 1 24 I 5-06-14 I 4-02-09 I 4-02-09 4-02-09 I 4-02-09 I 5-06-14 24 I qqt,, a@
80 ; 7-08-02 I 6-03-14 6-03-14 1 7-06-02 9,33o�e.-W{ i
`s%4- n
28-00-00 � =D
TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 28'/1.18"= 285, CAMB= 0 1/2" [c C /Dir_ 23./1O°= 4"I$ o.8 8'-Qt 2
TCDL= 7.0 PSF INCREASE= 1 .15 (LES) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) 2 .f r.
BCLL= 0.0 PSF BUTT CUT= 0 1/4" 3 1= -1344 3.5 16 GA. PTH PLATES 136 PSI GRS (MAX) �i g@�
BCDL= 10.0 PSF 3 7= -1344 3.5 `�£ t'� Y
TRUSS ENGINEERS::: '�
:/12//2/12 28"SCISSOR CONFORMS TO UBC m N's33
tal
TOP CHORD - CSR= 0.999 BOTTOM CHORD - CSR= 0.940--- WEBS - CSR= 0.920 Kt E `c;E
2% 4 5L SS DOUG FIR 2X 4 5L ST DOUG FIR 2X 4 NO 3 HEM FIR o g-2-8 0
C 1= -5824 C 3= -3718 C 5= -5281 C 7= 5601 C 9= 4598 W 1= -534 W 4= 2082 W 7= -534 "E9-5 0@-4 'o
C 2= -5281 C 4= -3718 C 6= -5824 C 8= 4598 C10= 5601 W 2= 651 W 5= -1031 dS 4C
STEP DOWN LUMBER STEP DOWN LUMBER W 3= -1031 W 6= 651 $r- £ 6�Ri
„-r\ 3, 4 2X 4 1650E-1.5E M DF C 8, 9 2X 4 1650E-1.5E M DF cDb�D"‘
23€_ .
"--4. ALLOW FOR HORIZONTAL MOVEMENT AT ONE END OF 9//6 7/4. '/). g `O
Ehr
2. TRUSS NOT DESIGNED FOR PLASTER CEILING. (SPN/DEFL RATIO LESS THAN 360. ) 2s
3. ALL PLATES ARE PT PLATES UNLESS OTHERWISE INDICATED. 8g$g i$ip
00
�o ' g sMAY 211987 ,4e � wy � $ _ .a. $ o, 0QP
ao 61
/ ' ' _Z. 1i TQ
. , /ONg1 ```%% sine
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CTEG
' J 0 B , 8714. 03 TRUSS ENGINEERING, lulu `
1 Cr 3 4; 4 ICI 322 Rowland Rd. %_
TYPE 700 6/13/8'
S*& %Woolley, WA 98284 I n a
12 ai X
4.C� Lx4 ��� 1�4 ri QW ma
N o
N
w
a
.2 w
2=
III ��{CO88§40
�• 3x4 = ab 8E,Q•--
31 . 6 — 3x4 -= 3:4 — 31x6 = g` O',n`e0 , i I
Ei CI Si
TC I 24 7-04-14 I 6-07-02 I 6-07-02 I 7-04-14 24 I l s n' x2
2.4
6C 9-07-04 8-09-08 9-07-04 _to fa2w
P'g l7`O$10
28-00-00 gsg R.
TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 28'/0.33"= 999, CAMB= 0 1/4" .9 Cl e$pp��
TCDL= 7.0 PSF INCREASE= 1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) 8s 2 tE 44-
BCLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= -1344 3.5 ge o• M
BCDL= 10.0 PSF J 5= -1344 3.5 � 'gQ
TRUSS ENGINEERI::= 'aes,7�<
CASCADE 4898 A CONFORMS TO (IBC a 2 e.= '
mazy ts -I
1 TOP CHORD - CSR= 0.840 BOTTOM CHORD - CSR= 0.778--- WEBS - CSR= 0 .321 Pig f5 I
2X 4 1650E-1.5E M DF 2X 4 1650E-1.5E M DF 2X 4 NO 3 HEM FIR `p g-e_y0 0
C 1= -2665 C 3= -2341 C 5= 2528 C 6= 1722 C 7= 2528 W 1= -462 W 3= 727 -2 @ ,�o
C 2= -2341 C 4= -2665 W 2= 727 W 4= -462 ten- 5 Rq
'o T3
2 8gbg'=
llll I! MAY 141987 D ri
`l 04 A. PfC��rii 8- E _ $
," <O�i 12.0012Ao
a pe ' t�om,.� ;g5�
`F �4 .� ✓ gig-£D
�:/j� � : iHU'14
,4110NAlllllllll'lS►to% huM
cOOCC5
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CTEG1016-1
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INSULATION CERTIFICATE 004682
JAMES C. ZEVELY 5406 DOON
26710 B LOS HACIENDAS ANACORTES
TEMECULA, CALIFORNIA 92390 LOTS 64 SKY LINE
RAMBLER
Ty@e of Material Manufacturer Thickness Sg Ft Covered R Value Width SBaga Wt/Bag
ATTIC BLOW
ULTRATHERM BLOWING WOOL CERTAINTEED CERTAINTEED 12.75 780.00 30 19.00 25.00
Total Sq Ft Installed: 780.00
EXTERIOR WALLS
R-19 6.25"x15"x90" KRAFT @ 75.00 OC OWENS-CORNING 6.25 1090.00 19 15.00
Total Sq Ft Installed: 1090.00
KNEEWALLS
R-19 6.25%23%90° KRAFT @ 115.00 OC OWENS-CORNING 6.25 75.00 19 23.00
Total Sq Ft Installed: 75.00
SLOPED CEILING
R-19 6.25°415%902 KRAFT @ 75.00 OC OWENS-CORNING 6.25 115.00 19 15.00
R-19 6.25°x23°x90° KRAFT @ 115.00 OC OWENS-CORNING 6.25 115.00 19 23.00
R-30 9,50%24%48° KRAFT @ 80 OC OWENS-CORNING 9.50 480.00 30 24.00
Total Sq Ft Installed: 710.00
UNDERFLOOR
R-19 6.25°x15.25°001NFACED @ 75 OCOWENS-CORNING 6.25 1575.00 19 15.25
Total Sq Ft Installed: 1575.00
Remarks:
Sono-Therm Insulation, Inc. SO NO IT a 264615
HEAT LOSS CALCULATION RESIDENCE FOR . NEN ur -
LOCATION to 7L ti T I� � PRONE N0.
(BASED ON INSULATION VALUES LISTED) DESIGN TEMPERATURE DIFFERENCE �' DEGREE DAYS
PLAN OR MODEL NO DATED I /_HEATED SQUARE FEET
INSU ATION HEATED SPACE --� • c✓y�j a /J �� J
R-VALUE WATT SQ..CU. Witt Spp.� CU Spp,,CU SQ. CU. SQ.CU
MATERIAL SOURCE OF TABLE LOSS Q..CU. WATT WATT OR'LIN WATT ORUI1 WATT ORLIN WATT 011•tiN WATT
ONLY HEAT LOSS N0. FACTOR FEET LOSS FEET LOSS FEET LOSS LET
LOSS FEET LOSS ►EET LOSS
GROSS WALLS se
/ / LESS WINDOWS
/ / (SINGLE)
A LESS
�A iESSWOORSWS 1/-'� �9l * e'
NET WALLS• FRAME 1.22C if 0�t' / :i `per t a:dl
NET WALLS• CONCRETE 1!!
ABOVE GRADE ®�(e - � �
l
CEIIWFG• VENTED ATTIC ABOVE f,.
• CEILING- OPEN BEAM !'
CONSTRUCTION
FLOOR. OVER VENTED CRAWL SPACE Y'Iy !c5"7 d -':";'
FLOOR- OVER UNVENTED qq 1111
UNHEATED AREA - ' Ur
FLOOR- sue INCLUDING BELOW MI
:RAis£WE LS INDICA1(LINEAL f(at COMMON WALLS -- --(MULTIPLE UNITS)COMMON CEILING
---
(MULTIPLE UNITS)
COMMON FLOOR
(YUl TIPLE UNITS) ---�--------
r
11J. P P.
INFILTRATION CHANGE/HOUR)
E/HOUR) p
AIN AIR ION(C HOUR) ,2 CG'✓ J 9.- {i{, •. ',6 ;1
INFILTRATION (CU.FT./
SUNATN UASEMINf',AIR CNANCONOUR '�
f TPE OF HEAT IFhW4 /�
WATT LOSS PER ROOM
INSTALLED WATTAGE If / fr/ ir / V 3 3
STRUCTURE HEAT LOSS(SRL) WATTS 5. ESTIMATED DUCT HEAT LOSS- MIL(1)A DNLM(3)2FRACTION(1)a WATTS.
____... ______DUCT OR PIPING INSULATION(INCHES ORAPPROX. R•VALUE) R.oD" •p 7C '1.3 6. TOTAL HEAT LOSS(ADD LINE ITO LINE 5)� WATTS.
DUCT NEAT LOSS MULTIPLIER(TABLE 11)OHLM- -10% _ 1. TOTAL INSTALLED WATTS
rDNtTlnu or I = �'LL-HICTWORA IN UNHEATED SPACE. wATT3
lSo y. ,MOP MED BY DATE_/_/
L=81.50 • R=1360.00...
` .. _ 4F
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0
0
o 0
d b=3°26'00" , cn REMARKS)clik114
N i
tX 64 W
a
w
H 7N cm
0 . 1) THE RESURVEY OF THIS LOT WAS BASED ON THE INFORMATION SHOWN,-_
- :, o a
ON SUBJECT PLAT, AND THE STREET MONUMENTS FOUND IN THE VIC-(
o -, NITY OF THIS LOT AND THE DIMENSIONS WERE- ADJUSTED ACCORDINGLY
N. Cn
Z (IF ANY) .
z
2) SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, ETC. , AS
SHOWN AND OF RECORDS (IF ANY) .
S a "• .."L=75.50 ;' R=1260.00 - ° S
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0
irifLI;ENTERLINE 01 DOON WAY gr(60'R/Wg"""-p-_10
sz/`-4 n
RAYMOND C. SMITH
SYMBOLS : 28710 B. LOS HACLENDAS
PREPARED FOR: SUITE 102
0 J. k TEMECULA, CAL 92390 TEL: (714) 676-8534
F/N0= REBAR & CAP (FOUND/SET) 4),�4, 43#4 ""I, SCALED i" 30' DRAWN BY; T.W. JOB NO: 1384-4b
STREET MONUMENT (FOUND) ' a i i i DATE: 11/30/88 APPROVED BY: j.v. DRAWING NO: - " -.
0 p DESCRIPTION: LOT 64 - SKYLINE NO. 7: VOLUME 9 OF PLATS AT PAGE 71.
o-96'448TER4. RECORDS OF SKACIT COUNTY, .WASHINGTON
'gin Uny, JOHN J. VA➢AI 6 ASSOCIATES MERIDIAN; PER
Phone: (206) 293-9591 5809 SANDS WAY-SUITE F Anacortes, Wn. SUBJECT PLAT
L_ g1 , So ►2-- 1360doo
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