HomeMy WebLinkAboutBLD89 - BLD Permit / Conditions - 12/6/1989 BUILDING PERMIT APPLICATION 1200a -06-(oao�
MASON COUNTY '5
DEPARTMENT of GENERAL SERVICES
P.O. BOX 186 5HELTON, WASHINGTON 98584
f427-9670 e _+ �S DATE ISSUED
o ICI( 066+(ryu MIT NO.
NAME MAILADDRESS CITY&STATE ZIP PHONE
OWNER I� IK� E O'. K '422 I
DIRECTIONS
TO JOB SITE - 3 R- Nlel e
PARCEL LEGAL
NUMBER DESCR.
AME MAILADDRESS � &STATE LICENSE NO. ZIP PHONE
CONTRACTOR t -7 G_ G l�) 5f' A
USE OF /'�
BUILDING CLASS OF NEW ADDITION ALTERATION REPAIR MOVE REMOVE
WORK ✓
WORK DESCRIBE WCCIN
E
BEDROOMS DECKS CARPORT NOTICE
SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING OR AIR
BATHROOMS TOTALSQ.FT. GARAGE CONDITIONING.
NO.OF STORIES _ BASEMENT ATTACHED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT
COMMENCED WITHIN 180 SAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR
TOTAL SQ.FT ' ) FIREPLACE DETACHED ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.
PERMANENT SHORELINE
SEASONAL
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR IN THE STATE OF
REGISTRATION LAW RCW 18.27, AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHINGTON AND I AM AWARE OF THE ORDINANCE REQUIREMENTS REGULATING THE
REQUIREMENTS FOR WHICH THIS PERMIT IS ISSUED AND THAT ALL WORK DONE WILL BE WORK FOR WHICH THE PERMIT IS ISSUED AND ALL WORK DONE WILL BE IN
IN CONFORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING
OBTAINING APPROVAL FROM THE BUILDING DEPARTMENT. APPROVAL FROM THE BUILDING DEPARTMENT.
T•ter i{ /cs -RV R
X OWNER DATE 1 1'��C X BY --DATE
FOR OFFICE USE ONLY
APPROVED APPROVED
DEPARTMENT ves/ No !FIRE
EPARTMENT YES No BUILDING VALUATION -2-�3
HEALTH 4�) UBLIC WORKS FEE
PLANNING BUILDING PERMITD.O.T. UILDING (` PLAN CHECK Z ZCIO
SPECIAL CONDITIONS BUILDING GROUP PRE-INSPECTION
SHORELINE
WOODSTOVE
f)G c) PLUMBING
MECHANICAL
STATE BUILDING FEE ,
STATE SURCHARGE
APPLICATION ACCEPTED BY rPLANSCHECKBY OVED FOR ISSUANCE PERMIT VALIDATION TOTAL
���_ � BY �. _. CASH CK MO
PLOT PLAN
ADDRESS I V -� / F-1 PERMIT NO °
: "
LEGAL NF � �
DESCRIPTION LOT BLK ADDITION
SITE AREAS S4•Ft. AREA OF SITE OCCUPIED BY BUILDINGS Ft.
101
INSTRUCTIONS TO APPLICANT
THIS FORM NEED NOT BE USED WHEN PLOT PLANS DRAWN TO SCALE OF NOT LESS THAN 1"-20' ARE
FILED WITH PERMIT APPLICATION. (EACH BUILDING SITE MUST HAVE A SEPARATE PLOT PLAN.)
FOR NEW BUILDINGS PROVIDE THE FOLLOWING INFORMATION IN THE SPACE BELOW: LOCATION OF
PROPOSED CONSTRUCTION AND EXISTING IMPROVEMENTS.SHOW BUILDING,SITE,AND SETBACK DIMEN-
SIONS.SHOW EASEMENTS, FINISH CONTOURS OR DRAINAGE, FIRST FLOOR ELEVATION, STREET ELEVA-
TION AND SEWER SERVICE ELEVATION. SHOW LOCATION OF WATER, SEWER, GAS AND ELECTRICAL
SERVICE LINES.SHOW LOCATION OF SURVEY PINS.SPECIFY THE USE OF EACH BUILDING AND MAJOR POR-
TION THEREOF.
N� INDICATE NORTH IN CIRCLE GRAPH SQUARES ARE 5' X 5' OR 1"=20' (1�
I I - I --1 P
C.
77
J
t-
I/We certify that the proposed construction will conform to the dimensidns and uses shown above and that no changes will be made without
first obtaining approval. 1:i ee_
401
N ME S) OF OWNS W OF A STRUCTUREM IPRIN TI SIGNkTURK OF OWNERS) OR AU THO IZ D R ES TATIVE
DO NOT WRITE BELOW THIS LINE
APPROVED DATE
DISTRICT AS NOTED
TC(D+L)- 2?.0 PSF `7 I F'1d11FT9 1FTF0FTFNKKJF7 UBC
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t6(c T -in) HYDRO-mAIL LOCATION(IN)
`� iNT IRO. 19 DATE 3/19/62 STRESS INC 1.15 NO. DF HF PLATE SIZE --X-- --Y--
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6
13- 5 13- 4 3 1/2 X 6 FT
15- 5 is- 2 3 X 8 PT
r
LUMBER GRADE TOP CHORD BOTTOM CHORD 17-11 17- v 7 1/2 x e Pi'
®DOUOLAS FIR• 2X4 2X6 2X4 2X6 19- 3 19- 0 3 X 10 PT
NO 2 17. 6 26- 53 21- 9 27- 1$ 20- 2 20- 0 3 1/2 X 9 PT
NO 1 20- 0 29- 7S 26- 34 39- 11111 22- 5 22- 2 3 1/2 X 10 PT
SEL STRU 22- 8 . 32- 5a. 29- 7a 45-10$ 25-11 25-11 4 1/2 X 10 PT (NEEDS 2X6 TC)
-HER FIRU 31- 1 31- 1 4 1/2 X 12 PT (NEEDS 2X6 TC)
NO 2 15- 0 22-10a 17- 8a 22- 3a 35- 0 35- 0 4 1/2 X 14 PT (NEEDS 2X6 TC)
NO 1 17- 5a 25- Ba 21- 2a 32- 1$ 40- 6 40- 6 5 1/2 X 16 PT (NEEDS 2X6 TC)
SEL $TAU 1►- 59 27- 8O 24- 7a 37- 44 J 2 17-11 17- 8 X 4 PT
&MSR-ALL SPECIES• 26-10 26- 7 1 1/2 X 4 PT
165OF-1.31 MSR 20- 48 31- 50 25- 6/ 40- 0$ 40- 6 40- 6 2 1/2 X 4 PT
1800E-1.6E MSR 21- Gs 33- 60 28- 8$ 45- 2$ SJ 2 22- 7 22- 7 4 i/2 x 6 PT 6 .1 1/4
195OF-1.7E MSR 22- 9t 35- 3$ 32- 71 48- 00 36- / 36- 7 7 X 8 PT + 8 '1 3/4
210OF-1.8E MSR 23-11a 37- 2$ 36- 3$ 48- 00 J 3 29- 0 28- 7 1 X 4 PT
240OF-2.OE MSR 26- 20 40- 64 42- 4$ 48- 04 40- 6 40- 6 1 112 X 4 FT
aREQUIRL3 2X6 DEl►RiNti $REQUIRES 2X8 BEARING J 4 17- 1 14-10 3 X 5 PT 5 1 1/2
21- 9 21- 6 4 1/2 X 4 PT 4 2 1/4
26- 0 25- 9 3 1/2 X 6 PT 6 1 5/9
ebRDquinements (Ft.-In.) 33- 2 32- 9 4 1/2 X 6 FT 6 2 1/0
39- 6 39- 0 5 1/2 X 6 PT 6 2 5/8
UNPRACED $RACED 40- 6 40- 6 4 1/2 X 8 PT 0 2
2X4 WEDS Y1 W2 W3 W1 wn W3 J 9 21- 3 21- 0 3 X 8 PT
STD-OF 36- 6 40- 6 33- 9 40- 6 40- 6 33- 9 24-10 2 4- 7 3 1/2 X 8 PT
CON-DF 36- 6 40- 6 40- 6 40- 6 40- 6 40- 6 28-10 28- 6 3 X 10 PT
STD-HF 34- 0 40- 6 26- 6 40- 6 40- 6 26- 6 34- 0 33- 7 3 1/2 X 10 PT
N CON-HF 34- 0 40- 6 40- 6 40- 6 40- 6 40- 6 38-10 38- 4 5 1/2 x 8 PT
2X6 WEDS 40- 6 40- 6 4 1/2 X 10 PT
co M02-DF 40- 6 40- 6 40- 6 40- 6 SJ 9 20- 2 20- 2 5 1/2 X 7 PT 2 1/4
w NO2-HF 40- 6 40- 6 40- 6 40- 6 23- 5 23- 2 7 X 8 PT 3 3/4
r cn 33- 0 33- 0 9 X 12 PT 5 3/4
f�3
Fome Information L=Span (Ft.) CHORD SPLICE OPTIONS
C 2 25- 3 24-11 3 X 4 PT
t- C)40RD FORCES WED FORCES JOINT LOADS 30- 0 30- 0 3 1/2 X 6 PT
v 't T�71 C 1- -229.51. W 1■ -43.8L J 1- 17.5L 40- 6 40- 6 5 1/2 X 6 PT +
C 2® -186.6L W 2• -27. IL J 2■ 30.01. C 8 17- 6 17- 3 3 X 4 PT
Qi ^ C 3• -18b.b1' W 3• 62.3L J 3• 27.2L 26- 9 26- 9 4 1/2 X 6 PT
C 8• 134.61. J 4 27.2L 32- 8 32- 8 5 1/2 X 6 PT +
G ��.w C 9• 217.8L REACT- -90.OL J 9• 2.OL 38- 7 38- 7 7 X 8 PT + (2X2 BLN REOD)
LQ C.L DESIGNED IN ACCORDANCE WITH TPI-78 AND NDS-77
co �. PLATES MARKED + REQUIRE 2X 6 CHORDS
p' it GROSS F'LATE RATING(F'5I ) FOR PTe171(1iF ) r 169(HF)
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ee omv.oe oyhng for han0l.ng w raauns0 3' a ) t
See Usage G.wo
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APPI
MASON €39JILDI : )PEC OR
IAA GES SUBJECT 70 APPROVAL
Date/ E -
�'S NAME �� 615 C'7��G BRANCH
BUILDING LOCATION -j� t ���./�/ — DATE
AND COUNTY -- �T�� �' �/ PHONE
Shaw bay spacing, open bays, partitions, including doors, windows, skylites, vents, T
` sheds, etc. Shwa type (clearspan, rows of poles, etc. ) . Shaw concrete slabs and
thickness. Show metal type (aluminum or steel) and color. Show north direction.
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