HomeMy WebLinkAboutPermit File 5105 Macbeth Drive Y o. City of Anacortes
Permit#: BLD-2012-0472
904 6th Street Issue date: 11/15/2012
,$ PO Box 547 Expire date: 05/14/2014
co„' Anacortes, WA 98221-0547(360) 293-1901
Job Address: 5105 MACBETH DR Permit Type: Mechanical Permit
ANACORTES WA 98221-3029 Project:
APN: P59762
Remarks: Woodstove installation
Owner: MOEHL STEPHAN Contractor:
Address: 5105 MACBETH DR Address:
ANACORTES WA 98221-3029
Phone: Phone:
License#:
General Information: Fees:
#of Other Mechanical Units 1 Mechanical Permit Fees 34.15
Total Calculated: 34.15
Deposits/Receipts: 0.00
Total Due: 34.15
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kg in
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THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR g r`
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I r,
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL LAW°REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. '0
c. -` I,
SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY
0634604-1 0004 12/12/2006 002 4
Permit: Fees 007299 $87.83
"'CC Y C) , City of Anacortes Permit#: BLD-2006-0822
904 6th Street Issue date: 12/12/2006
'"Ir P.O.Box 547
Expire date: 12/12/2007
O.: Anacortes, WA 98221-0547
(360) 293-1901
Job Address: 5105 MACBETH DR Permit Type: Single Family Alteration/Repair Permit
ANACORTES WA 98221-3029 Project:
APN: P59762
Remarks: Convert carport to garage.
Owner: STEVE MOEHL Contractor:
Address: 5105 MACBETH DR Address:
ANACORTES WA 98221-3029
Phone: (360) 588-1451 Phone:
License#:
General Information: Fees:
Use Zone R2 Building Permit Fee 50.50
Building Valuation 5000 Plan Review Fee 32.83
Occupancy Group it-1 State Building Code Fee 4.50 1
Construction Type v-b Total Calculated: 87.83
Deposits/Receipts: 0.00
Total Due: 87.83
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I
HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL
PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR
NOT, THE GRANTING OF A P RMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER
STATE OR LOCAL LAW E TING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
V2iiiCe a case /Th
SIGNATURE OF OWNER RIZED AGENT ISSUED BY
G%IV 4) Residential Building Permit Application
Building Department
70
•irovit
47 P.O. Box 547 Anacortes, WA 98221
Phone No.: 360-293-1901 FAX: 360.293.1938
SITE ADDRESS: 5/o5 / CJj1 In
CONTRACTOR D Applicant PROJECT DESCRIPTION
/f3kD
I Name LC in4
CvnVcr Cuip17 :n-/C y4I GGI e_
Address JJ
III City/State/Zip
Phone FAX
State License# Exp
PARCEL:NUMBER
II!i City of Anacortes License
PROPERTY OWNER -❑Applicant LEGAL,DESCRIPTION - '
Name Steve
I Di CDC)Address ��� (.(.IG4k,n L/f- � "�,
City/State/Zip >'hn�.c ark /wA I{02 P;R03I�CT ALUATI?N
Phone 36O SC36 (°IS) FAX
Number of Dwelling Units
E-Mail Address Number of Stories
Building Area:
Cl Architect 0 Designer'El'Engipeer❑ Applicant 1"Floor s.f 2nd Floor s.f.
Name 3rd Floor s.f. Basement s.f. I
Address Garage s.f. Carport s.f.
City/State/Zip Deck s.f. Lot Area s.f.
III Phone FAX
E-mail Address
..O.., II
ONTACT :,: . ❑'Applicant . LENDER-
LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000
Ili Name IN VALUATION PER RCW.
I Address Name
III City/State/Zip Address -� F'— l"'+t j;3 'tK""', '
Itt k ` E ' L *
Phone FAX City/State/Zip }i Lai -b._:�;
E-mail Address Phone No. i `' i :_k V c s'7:1vd L .'
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CONTINUED ON THE BACK mG_..---"'"a_""-`--....ur
Residential Mechanical Fixtures
Fuel Type
❑ Natural Gas 0 Electric 0 Wood 0 Propane Gas 0 Other
Type of Equipment Number of Type of Equipment Number of
Fixtures Fixtures
Furnace<=100K BTU Clothes Dryer
Boilers/AC/Heat Pump Gas Water Heater
Gas Outlets Gas Fireplace
Ventilation Fans Fireplace Insert
Stove,Appliance Other Units
Range Hood
Residential Plumbing Fixtures
Type of Fixture Number of Type of Fixture Number of
Fixtures Fixtures
Toilet Clothes Washer
Bathtub Electric Water Heater
Shower Utility Sink
Dishwasher Hose Bibb
Hand Sink Water Piping
Kitchen Sink w/Disposal Additional Fixtures
I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY
WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL
CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS
LICENSE. STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT
PROPER LICENSE.
APPLICANT'S SIGNATURE DATE
. . .....„... .
,---------
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Y OF ANACORTES PERM ( uENTER I !'
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' PPROVED PLANS
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E ; I ADDRESS 3 /cc itAcilara-
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CP ' Project For: Steve Moehl 1F I
1 via to 11/22/2006 5105 Macbeth Dr. 360.588.1451 I 1
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BUILDING PERMIT
CITY OF ANACORTES PERMIT NO. : BLD99-0032
P.O. BOX 547 APPLIED: 01/29/99
ANACORTES, WA 98221 ISSUED: 01/29/99-
(206) 293-1901 EXPIRES : 01/29/00
SITE ADDRESS : 5105 MACBETH DR
ASSESSOR' S PARCEL NO. : 3824-000-102-0005
PROJECT DESCRIPTION: reroof over one layer of comp with class a roof
— OWNER — CONTRACTOR — LENDER
NANCY RAY SAVAGE ROOFING, INC
5105 MACBETH 911 31ST STREET
ANACORTES WA 98221 P. 0. 80X 336
293-8170 ANACORTES WA 98221
293-2021
SAVAGRI114P0
TYPE OF WORK -ADD AREA (sf) VALU. . . $ : 2800
TYPE OF USE -SF LOT • 0 REQUIRED SETBACKS----
CENSUS CATEGORY • 7 1ST FLR • 0 FRONT 0 ft
ZONING 2ND FLR • 0 SIDE • 0 ft
:R2 BASEMENT • 0 REAR • 0 ft
OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING--
:R3 : ? : ? : ? OTHER 0 TOTAL • 0
TYPE OF CONSTRUCTION HANDICAPPED: 0
:5N : ? : ? : ? NUMBER OF UNITS • 0 COMPACT • 0
OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf
. 0 : 0 : 0 : 0 : BUILDING HEIGHT. : 0 ft
— FEES — NOTES
Code Amount---- By- Date---- Receipt
PRMT $ 38 . 50 DM 01/29/99 9438
STBC $ 4 . 50 DM 01/29/99 9438
TOTAL $ 43 . 00
I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all
ordinances and laws regulating activities covered by this permit.
Issued by Applican o s Signature
24 Hour Notice Required For All Inspections
bld_prmt, Rev: 06/11/92
1
CITY OF ANACORTES
BUILDING DEPARTMENT
CERTIFICATE OF OCCUPANCY
THIS IS TO CERTIFY that the (description of building
or structure): tejhveie r,Cp.,-;;#7;44
vz:).e"ver
Owner: CC)C JeZ2 k 71
Street and No.: ;2)/s/95 .Ag.:5:2706:254/4e-
Contractor: till(241,21.13,- Fire Zone•/4411
Building Permit No • :5023a
Occ. Group: IC' Use Zone:
has been inspected and occupancy is hereby
authorized:
2 3 19 r32
In pector
C
CITY OF ANACORTES
BLDG. `I PLUMBING IXL MECHANICAL LA ..
PERMITan
ANACORTES, WASH. DATE /
PERMISSIOthil HEREBY GRANTED
OWNERSTREET
c F. —✓
ADDRESS C/0 5 - YU
LL�OCATION WHERE WORK IS TO BE DONE
!)
CONTRACTOR S ''d `&uatta -t
TO ERECT INSTALL IX OR REPAIR 0
IN THE F L OWING MA NER:
}.4 yJ -t t,w se
•1 9d„ ul �j�Lj1. `! 01 S /.mow
(' PERMIT EXPIRES O EA FROM'
ATE ISSU D +in��-
PLANS FOR CONSTRUCTION WEREWERE SUBMITTED
NOT M
WORK TO BE DONE BY OWNER ❑ CONTRACTOR I<
RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS:
APPROXIMATE VALUE
TYPE OF WORK PERMIT FEES
ISSUING 13 oo
•
BUILDING Wi1737 DO 327 00
GAS PIPING tie to 3 on
PLUMBING AND W.S. ; Lt0 F_ o
SEWER CONNECTION INSP. /5 p .
MECHANICAL
. ! Scv cx7 /G n o
PLAN CHECK FEE q ov
MISC.
TOTAL 7 9
SC7 b g 7 c o il9Sto
LEGAL D 4T1; �� T It> bi v g
r qepti Civasastata
t(
NpTe ., AIIJST BE FILLED OUT AND RETURNED TO BUILDING DEPT. BEFORE OCCUPANCY
— CAUTION —
This card must be posted in a conspicuous place on the premises.
INSULATION CERTIFICATION!
THIS IS TO CERTIFY THAT, IN CONFORMANCE WITH THE CURRENT THERMAL PERFORMANCE STANDARDS (REVISED CODE
OF WASHINGTON, TITLE 19.27, STATE OF WASHINGTON') AND APPROVED PLANS, INSULATION HAS BEEN INSTALLED IN
THE BUILDING LOCATED AT: LoI toZ — Dt9.g SKyLIN' 303�
5/0E— M,�.-gef—A. bRwe_ CeoTge D. 1- AyADDRESS OF PROPERTY .
BLDG. PERMIT NO.
Vapor barrier at 4 mil polyethylene or equivalent must be installed in crawl space.
Weatherstriping, caulking, gasketing and/or other treatment to prevent air leakage must be installed around all exterior openings.
ROOFS
at /I �'�t47/M�' f
Type of Materla Mansufacturer Thickness R Value••
/ (Dr trade name)
EXTERIOR WALLS)
�l/'�9 t!
Type of Material Manufacturer Thickness R Value"
CEILINGS (Or trade name)
BATTS:
Type of Material Manufacturer Thickness R Value"
(Or trade name)
Sq. Ft. Covered
BLOWN:
Type of Material Manufacturer Thickness _ No. Bags
(Or trade name)
Wt./Bag Sq. Ft. Covered R Value•'
FLOORS /' c g477
Type of Material r tCtR rj / ps6nufacturer Thickness R Value" //
SLAB ON GRADE or trade name)
Type of Material Manufacturer Thickness R Value"
(Or trade name)
Width of Insulation Inches
FOUNDATION WALLS (if required)
Type of Material Manufacturer Thickness R Value"
(Or trade name)
DUCT AND/OR PIPE INSULATION
Type of Material /�/ �M�anufact�urreer Thickness R Value••
General Contractor (Builder) J�/. '� %C� / �c! �' J S Contractor's Registration Number
By Title Date Sub-contractor (insulation Applicator) S c/(/, /)CR � Contractor's Registration Number sr7 No '// " 2C 9E e
(Insulation, Masonry, etc.) (State 'SAME" if same as General Contractor)
By _ Title Date 7 v7
'Revised Code of Washington . Thermal Performance Standards, declares: Upon completion of the installation of insulation, a card certifying
that the insulation has been installed in conformance with the requirements of this 1977 amendatory act shall be completed and signed by the
builder or insulation applicator. For this purpose, any certification card which contains all the essential data may be used. The insulation
compliance card shalt indicate the "R" value of insulation (material Only) installed in the ceilings, walls, floors, on the
When loose fill insulation is used the card shall show theyB perimeter,and ducts.
square footageuild andgthe number and weight ll bags atealled to obtain the"R" value
listed. The card must be posted at a conspicuous location within the building and will indicate the installation date.
••R Value (thermal resistance) means the measure from the resistance of a material or building component to the passage of heat.The resistance
value (RI of mass type insulation shall be for the material only,"R" values shall be as listed in the current ASHRAE Handbook of Fundamentals,
or as teited in accordance with current applicable standards,
No certification of occupancy or similar certification that a newly constructed apartment house three stories or less in height, home, or other
residential dwelling is habitable shall be issued by such a building department unless the structure at least satisfies the minimum energy insulation
standards established pursuant to this chapter.
BU-3
1 0 v
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10P CHORD BOTTOM CHORD 10P CHORD 1S DIVIDED INTO 4 EDUAL. JOINT COMBO/616 CHORD Mnx SPAN •
I.0 fl p2X4 2X6 2X4 2X6 PANELS AND BOTTOM CHORD INTO 2 EQUAL PLATE SIIF. PLATE BITE FI 1N
•/" .r FT-IN FT-IN FT-IN FT-IN PANELS MEASURED FROM INSIDE OF SCARF. II3X 4 21- 7
3X 5 26--10
OF IS 32- 0 32- 0 24- 0 32- 0 FHORD SPLICES BETWEEN JOINTS 3% 6 32- 0
.U1 'pJi0. I 31- 8 32- 0 24-- 0 32- 0 TO BE AT 1/4 PANEL LENGTH.
HF .;S 30- 3 32- 0 24- 0 32- 0 N IX 1 32- 0 '
OFI. NO, 2 28-- 4 1 32- 0 22- 8 31- 6
IIF 0, 1 28- 4 32- 0 22- 3 32- 0 e N/sPL. 45 5 25 32- 0
HF . 2 25 - 2 32- 0 20- 0 27- 5 0-C SPL. 3X 4 32- 0
MSA . '450F(III- rm or) 29- 3 32- 0 22- 4 32- 0
MS 1650E f lr 'e' GO 31- 8 32- 0 217 0 32- 0 c 3% 4 1.0 27-11
'B4 4X 5 2.0 32- 0
ER MEMBERS 2%4 tIF STUD/STAND L` °".',„ FI-E SPL 3X 1 22- N
ORIIAMI P ttil. 3%, 5 30 1
4/?Zuw•�°'4" 3X 6 32- 0
c t tr.x'Ner j?ivNq.C i
' E 3X 6 I.S 32- 0
' ��tFF�//////O���RCES [MAX)
' n 283'/ II 2691 0 E -760 F N/SPL 5% 7 3. 5 12- 0
9' -2006 C E 845
' (T1`� Milt !TMtthnat •
L.HNr GENIC, LIIC
' - C AUTHORIZED FABRiC%tkUi(
12 WHOLESALE DOOR & 'MJSS Ca
REACTIONS 1MAX) -" 4.Do 606 Rainer St.
11 -1320 B 0 Snohomish, Washington 98290
12
i. 4.00 PIP"
•
•
2%4 ORG. E F -
ill • 32' 0" MAXIMUM SPAN
as I
awwwlw�rw�t��.
Ma design rs m&crwdmrs will"inn Design Seethcdlber Im tI9N Metal Aab Connected
Wend Losses WH the IISlwd cute Nan ate m bo meow/bb both sides al the puss woes SPAN 32' 0" TC LL 25. 0 PSF ,1���r CODE U8F
tonne symnlepavlry on pm(wee!whew dmrnwuns are shown See 1680 moil No 1695 m - 1��1r PROFESSIONAL
- appropriate argtmai lot phle design odomenen lbb puss must be braceddu/h moon.and PITCH 4. 0 TC OL 7. 0 PSF IIILLL"'��JIIIIILLL JJJ1,111111ys.11.._ WOOD TRUSS DATE 1Y..O•J_7g
pmnvnanny brxed belaeany bads ate wvben 6ewmmadrepb rnvonsimgN Dray im spuc SPACING ENGINEERING JOB
tmq de5tyu of Dues II n Ibe IntdMtyl devyrm s resvnnsdJry to sperAy wMheM Waemg l0 24. 0 " BC DL ' 1 0. 0 PSF
' m:naam loading of vitae shmb'l STR. INCR. TOTAL
�' BY
'-" P.N Bowman Co.Inc,P.O.5718,Seelde,We.98105 1 5 Y 42. O PSF 4/2 - 42 - 4. 0 a}I+,rw' ;78 J8
I y'
y2 -b /°Z
TOP CHORD BOTTOM CHORD TOP CHORD 19 DIVIDED INTO 8 EQUAI. JOINT - COMBO/G18 CHORD MAX SPAN
LUMBER - 2X4 2X6 2X4 2X6 PANELS AND BOTTOM CHORD INTO 4 EQUAL PLATE SIZE PLATE BITE FT-IN
FT-IN FT-IN FT-IN FT-IN PANELS MEASURED FROM INSIDE OF SCARF. A 3X 8 38- 1
9% 8 40- 6
DEL Ss 42- 0 677, ca 81- 1 CHORD SPLICES BETNEEN JOINTS 3%10 44-I1
OIL NO. 1 39- 0 57- 9 39- 0 57- 3 TO BE AT 1/4 PANEI. LENGTH. 3%12 59-10
HE SS 37- B 55- 0 37- 0 55- 1 oolif, % LMy4 '4%12 et- t
DEL NO. 2 34- 7 52- 9 33- 6 44- 4 •0" 1v0 j 1.r-w,4•
HE NO. 1 34- 6 52- 0 32- 9 49- 0 i-- '•- z J 9 Ix 1 B1- 1
11F NO. 2 30- 7 48- 9 28- 6 37- 6 ""OGON k""af
a r0pygf{ 9-C 9 4 40- 0
PM1450E INr "N ofJ 35- 9 58- 0 32- 8 51- 0 ""Nr 59- 2
NSA I650F ow OM on) 38- 6 80- 6 37- 9 59- 1 I. I 8 81- I
I war BAAP a1 TB 5e •►d
Z i&ES 59 to lb tai 1c 9 x !�``' I-S 47- 8
NEB MEMBERS 2X4 HE 9TUD/STAND MCI NOTEp /+',., -„ 8 -.5 59- 0
Os.. , .i
81- 1
AUTHORIZED FABRICATCR'T 81'<17,'l . . - '
WHOLESALE DOOR & TRUSS `_, -.; c N/SPL. ^ 44- 4
FORCES (MAX) 606 Rainer St 9. V s9- o
A 8 •-6461 A F sus 8 F -TSB Snohomish, Washington 98290
WNW SUMS tm 8% {.0 61- 1
B C -5817 E D 4983 E C 924 0 D 4% 5 1.5 49- 9
C 0 -4019 CO -1423 ;
6x8 • 81- t
0 0 1912 BF <jTilo 54e 4" 'lb (OII a
¢" 12
.44
C 4.o0 F sx 4 l.s 32- s
p ..Q E 9% 5 1.5 42-ID
�C O„ y�I 312• , 4X B 1.5 81- 1
REACTIONS (MAX) 641 15� I.
F-D 9PL. 4% 7 50- 0
A -2542 \ B + SX 7 54- 9
/^ 5% 8 81- 1
12 - 0 4X10 I.5 58- 2
4.00� SX12 1.5 81- 1
n
0 N/9PL. 8% 7 3.5 54- 3
7x 8 4.5 58- 2
(X4 BAG. F G H 8X 9 4.5 81- 1
To 36' 0") ,:n
I, 61 ' 1 " MAXIMUM SPAN
lho&Yon Is In=mdan s will"Um Design Specifications be Upfi1 Meld PIM Connected
Wood t,usees"and me Sued cods Rates we b Ps posed Into Your uses of am Ines loot SPAN 61 ' I • TC LL 25.0 PST CODE UBC
Lonkrymmepon/laely plan,
swept don MS Ues shown See
rudd mgeIec l695a � ,�I WPROFESSIONALDRUSS
Locals
YklpplT9 la plek Sic nWWINdOn MS limn must be YNeed(J,e ulo I69edd PITCH 4.0 TC DL 'l. 0 PSF Jlt\9L WOOD TRUSS DATE 02-29-80
!; nommen.,°"eed balms wyloads me+Pon"'Bowman nags euponsWBeosylwSUM' SPACING 24. 0 " BC DL 10. 0 PSF ENGINEERING JOB '
unr drspn M oust II k the woo,*deu4nor snpmYOBly b spespy wlleltnl Mamg b
withstand ka"e. d e mows STR. INCR. 15 x TOTAL " . . 0 PSF. 6/4 -- 42 - 4.0 .�}! tr�76 BY .JB '
I P.N. N CS.Inc.,P.O.4T18,WWI,Ws.48105
F A ,. _ .. .. .. . . . . .. . 0
7 M l`/ a� r
42 -to 2itz-
TOP CHORD BOTTOM CHORD TOP CHORD IS DIVIDED INTO O EQUAL JOINT COM0V/016 CHORD RRX SPAN
LUMBER 2X4 2X6 2X4 2X6 PANELS AND BOTTOM CHORD INTO 4 EQUAL PLATE SIZE /LATE BITE FT-IN
FT-IN FT-IN FT-IN FT-IN PANELS MEASURED FROM INSIDE OF SCARF. A 3X 9 23- 3
3X10 25- 4
OFL SS 29- 3 4 1 35- 3 0 CHORD SPLICES BETWEEN JOINTS 3X12 30-10
DFL NO. 1 26- 9 40- I 31- 5 9 TO BE AT 1/4 PANEL LENGTH. 4%12 38-11
HF S5 26- 2 38- 1 29- 6 42- 7 4X14 42- 7
DFL N0. 2 23- 5 36- 3 26- 2 33- 0 HORIZONTAL DISPLACEMENT RT EACH
HF NO. 1 23- 8 35- 9 25- 6 38- 7 REACTION DUE TO LIVE LOAD • V4' B 1X 4 42- 7
HF NO. 2 20- 7 32- 0 21- 6 27- 2 -t` MC .
MSR 14SOF-1.3E[UFI 24- 8 38- 7 25- 0 39- 2 '4( ROOM-GI 1X4 CONT. BRACE 99' 0' TO 42' 7' 3X 6 38- 7 B-C SPL. 3X 5 31- 0 1
M5R 1b50E-1.5EUIFI 26- 9 42- 0 30- 6 42- 7 �1, - - - -
STRUT(DCT) HF STUD 21n1-G11 TO 35' 15" 4X 6 42- 7
HF CONST 35' '3" TO 421 T"
C 3X 4 41- 3
WEB MEMBERS 2X4 HF STUD/STRNO 4 NOTED LATERAL
Qa��N 3X 5 42- 7
.. . - (-::[`'_II,:- lt�� �I �f? i�/N'G C H/SPL. 5X 6 3.5 42-2.5 17
- . REGIME!) 0 4X 5 1.5 24- 9
FORCES (MAX) V 6X 7 4.o 42-17
i R B - /785 A F 7487 B F -794 AU I HG'i-ZED FAt31-&„.9 I iik F 3% 4 1.5 42- 7
8 C -6978 F G 6131 F C 787 ige E.�„4 s DOOR
C 0 -9918 C G -1413 it�e.ta G TRUSS
S Cux
0 G 2700 606 Rainer St (r F H/SPL. 5X12.6 G16 3.5 4?.- 7
Snohomish, Washington 9829C!.J ?! lir F-C SPL. 3X10.0 016 30- 5
- 4X12.5 G16 42- 7
U
12 G 6X 7 3.3 26- 0
REACTIONS (MAX) ---4.0 7X 9 3.3 35-
- 8X 9 5.6 36- 0
A -1555 C E 9X10 5.0 'I Z— 5
10X12 5.3 42- 7
„isec
/iNs,,,,4
B A L:R
A H I droi ro : yo. . 1
F k A'•; kt5 { 11 ,* 0
12 n 115 '•.'Ff01S o .skill
2%4 BAG. (To 40l' �) 42 ' 7" MAXIMUM SPAN ^ ��s��Na� �100$
500
,:- tu l N•Itl Pr nnf w L'XwnwP JmN Elwm SPAN '12' 7" TCLL 25.0 PIF BOWMAN mmmen CODE U8C
I
�ur11F!It mnn m un5m'Ill0Eftl11110. ENS PCNINFINLXRO 01(11rLV OltMM6 nnr LOONS SLOPE 4.0/12:2.0/12 TCDL 7.0 RV ww[pm DATE 07-27-8I °1
MAXIM,1.11. " IKIwINIw .w
.rc.r IINtlllIll null inn alnuclh0NI ur510X 5' IRONS. IT IS ux xmmlw MINN-
-WY SPACING �4.U BCDL 5.0 P9F JOB 01-2697
o 1, l E.x 1
"IN ,N I, .11 uru„IIN Ir,I NI
N. I...mIUII IN ,1I,u1 sm.Haul wuux.m III LNnumc m nu m[slxuuwL.
WONTED BUILDING COMPONENTS. INC. SIR. INCR. l5 7. TOTAL 37.0 PSI b/4-3T-4.012.D�t1U�y,0 BY ON
....- BDNNRN DIVISION
-w.... 9ERTTIC. NR. ;
I 11
21 -3 44..//2 e
TOP CHORD BOTTOM CHORD 10P CHORD IS DIVIDED INTO 2 EQUAL JOINT COMBO/GIB CHORD MAX SPAN -
LUMBER 2X4 2X6 224 2X6 PANELS ANO BOTTOM CHORD INTO 2 EOUAI. PLATE SIZE PLATE BITE FT-IN
FT-1N FT-JH FT-IN FT-IN PANELS MEASURED FROM INSIDE OF SCARF. A 3X 4 18- 0
3X 5 20- 6
DEL SS 15- 0 (21- 9 ) VW 21- 9
fHORO SPLICES BETWEEN JOINTS 3X 6 21- 9
OIL NO. 1 14-- 2 20- 8 - • 21- 9 TO BE AT 1/4 PANEI. LENGTH.
11F 55 13- 6 19- 9 21- 9 21- 9 a B 3% 4 1.5 16- 0
OIL NO. 2 13- 1 19- 2 21- 0 21- 9 LATERAL, BRACING 3X B 1.5 21- 0
21- 9
III NO. 1 12- 9 18- 8 20- 5 21- 9
HF NO. 2 12- 0 17- 1 18- 3 21- 9 REQUIRED B N/SPL. IX 5 2.5 21- 0
NSR 1450E (tin ON on) 13- 2 20- 3 20- 6 21- 9 4X B 2.5 21- 9
MSR I6S0F OF OR DR 14-- 1 21 - 8 21- 9 21- 9
- B-C SPL. 3X 4 21- 9
NEB MEMBERS ?Xi HE STUD/STAND C IX 4 21- 9
* *1 x4 CONT BRACE 131 -1O" TO 211-911 0 IX 4 21- 9 I
- 0-E SPL. 3X 4 - 17- 3
FORCES (MAX)
A 8 -2502 A 0 2406 0 0 212 �RAgYgi;HEeiy{�SLgta_Dg6FALqp:i,l; lUhc p� 3X 5 21- 9
B C -0 0 E 2406 0 E -2375 WHOLESALE DOOR & TRUSS CU.
C E -301 605 Rainer $C. C E 3X 4 1.5 17- 7
3% 5 .5 21- 9
Snohomish. Washington 98290
. tarter ..s..: b&
r :;;r:++ i w , t
PrSt Wash, t 1195._ ,g, . s
_flEflCTIONS (MAX)
A -891 S% Cert lC2lfi, ' D
E -891 4.001
2.. I .a -1 EAik
A 0 ,fi,oewrEs. Ir 41oupwr,
)19�2.00 i//iS. - ^
12 a or 4'
_. 011(CON _/ eranrts' !"
2X4 BAG. L• a to -t UNA i"
I � I LPHe
L 21 ' 9" MAXIMUM SPAN
lids design is In accordance wont Inc" Design Specdgltons for light Metal Plain Connected
Wood busses'and the owed code Prates are to be pressed Into both sides of the Huss lends SPAN 21 ' 9" TC LL 25. 0 Psr r^ n CODE UBC
1 locate symmeblcally on purl ees2pl where dunenslnns are shown See IC60 mewl No 1695 cr r' �(�I' PROFESSIONAL DATE
R appnpuateaPwuvalfor plate design inlonnabun Dos buss nwslbabuud Owing eredbn,and PITCH 4. 0:2. 0 TC DL 'J, 0 PSF rllr0l/( IUiltlls.11' WOODTRUSS 01-22-80 .
peunemney biased holm any loads are applied Bowman accePls responsibility only for Mx- SPACING ^ BC DL tit
. ENGINEERING JOB ,
8 tnul design of truss II 1s the building designer's responsibility to specify sullweni biaern 10 2 4. 0 1 0. 0 P5F
iq wdhsWod load ig of emue structure STR. INCR. TOTAL `'°
d P.H.Bowman Co.Inc.,P.O.5116,Seattle,Wu.98105 15 /. 42, 0 PSF p I1S_7/2 - 42 - 4. 0;2,0 s?ali-''a78 . BY CJB
. . . .... wO.btma twin *.
k
I.
CO
\Ea/DO,
99 9- _ — _ —
Z i
...ivHe'ea %9'ER -
0 CPI
f I
cS
/
—
.. _— '� I Z
_ 0
I k9)
I •rn II' NA_ IN
D 2S'-�O
I' -1)
•
•
it
I 1 0 .
Co j�
NO it)
/ — PO ' IN
tku IZ
I
{% Zoe 10 h.1
I�
2 10 20 '
I0
11/1\ — •. - - - - - - � - -- . .. -- - - -.. . ___I
Al
a _:/03 - — �Lr=/OHS
E fl 4- �163 3�S 'O7 •
ER- /2T�'s /ROM P/PE FND -- — — •
/RON PIPE FND 9 /N CEMENT I
/N CEMENT Otp lb �b 06 O` fe
,
REMARKS : f 4
1) The resurvey of this lot was based on the street monuments found in the
vicinity of subject property and the dimensions were adjusted accordingly. .
(if any)
S yin B0LS :
2) Assumed local Elevation Datum.
0 = REBAR(SET)
3) Minimum Building Setbacks (per city zoning ordinance) : 110-MONUME7V7/FOONOI
a) Front and Rear = 20 feet .
b) Side Lines = 10 feet on one side - 5 feet on the other. E=/GM'=ASSUMED LOCAL Ea-VAT/ON.
4) Direction of view: South Westerly.
George D. Ray
PREPARED FOR: P .O. Box 55
01( w .4ASsi 0 Libert ville, I11 60048 Phone: (312) 566-5600
1.4> I SCALE: 1" = 10' DRAWN BY: JJV JOB NO: 915-81
-I DATE: 8/15/81 APPROVED BY: DRAWING NO: 915-81
' DESCRIPTION: I.ot 102. Skyline. No. a, Volume 9 of Plats, Page
4/1
. O R� 73, Records of Skagit County, Washington.
JOHN J. VADAI 6 ASSOCIATES MERIDIAN:
Phone: (206) 293-9591 2916 Commercial Ave. , Anacortes, Wn. Per Subject Plat