HomeMy WebLinkAboutBLD0208 Pole Bldg - BLD Application - 8/14/1984 BUILDING PERMIT APPLICATION
MASON COUNTY
P.O. Box 186 Shelton, Washington 98584
426-5593A"
DATE ISSUED
PERMIT NO. op G�d
OWNER NAME MAIL ADDRESS CITY&STATE ZIP PHONE
DIRECTIONS
TO JOB SITE
LEGAL (❑ SEE ATTACHED SHEET)
DESCR. t , w 70G/,tii -
NAME MAIL ADDRE S CITY S STATE LICENSE NO. PHONE
CONTRACTOR
USE OF
BUILDING
Class of work: ANEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
Describe work:
Valuation of work: $ PLAN CHECK FEE PERMIT FEE �j
G G, O .
SPECIAL CONDITIONS:
BEDROOMS — {DECKS CARPORT LI NOTICE
BATHROOMS (TOTAL SO. FT- GARAGE C
ATTACHED L; SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING
NO. OF STORIES BASEMENT [, OR AIR CONDITIONING.
TOTAL SC FT. FIREPLACE I DETACHED Li
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHOR-
CONTRACTOR AFFIDAVIT IZED 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
I certify that I am a currently registered contractor in WORK IS COMMENCED.
the State of Washington and I the
aware of the FOR OFFICE USE ONLY
ordinance requirements regulating the work for which
the permit is issued and all work done will be in
conformance therewith. PERMANENT i_I SHORELINES
SEASONAL Li FLOODPLAIN
Firm
E.D. NO. S.E.P.A. I J
By Special Approvals IN OUT YES APPROVED NO
Lic. 0. Date ZONING
PLANNING DEPT.
OWNERS AFFIDAVIT HEALTH DEPT.
PUBLIC WORKS
I certify that I am exempt from the requirements of the FIRE MARSHAL
contract or registration law RCW 18.27, and am aware
of the Mason County ordinance requirements for BUILDING DEPT.
which this permit is issued and that all work done will ROAD ACCESS
be in co rmance there ith. MOTOR VEHICLE PERMIT
/ qL APPLICATION ACCEPTED BY PLAN C� APPROVED F R ISSUANCE
Own r Date O
PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH
PLOT PLAN
ADDRESS PERMIT NO, f o
� o
LEGAL a
DESCRIPTION LOT BLK ADDITION u
SITE AREA Sq. Ft. AREA OF SITE OCCUPIED BY BUILDINGS Sq. Ft.
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 A"ID 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.
0 INDICATE NORTH IN CIRCLE GRAPH SQUARES ARE 5' X 5' OR 1"=20'
r•
i
I/We certify that the proposed construction will conform to the dimensions and uses shown above and that no changes will be made without
first obtaining approval.
NAME(S) OF OWNER(S) OF SITE & STRUCTURE(S) (PRINT) SIGNATURE OF OWNER(S) OR AUTHORIZED REPRESENTATIVE
DO NOT WRITE BELOW THIS LINE
APPROVED DATE
DISTRICT AS NOTED
SHELTON PRINTIN3
(
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•lJ000� 36'- 0• SPAN T43 3/12 ENGR.?-,U SEP 25, 1981
M-11 CODE TPI 70
TOP CHORD LIVE LOAD 20.0 PSF TOP CHORD 2X8 DOUG FIR it pOUC( ''• PoFESS/p''''
TOP CHORD DEAD LOAD 4. 0 PSF BOT CHORD 2X6 DOUG FIR i1 l;1;••••"••:�f �4,,
,1 or wssa, �':: ,'',�............. .
BOT CHORD DEAD LOAD 1. 0 PSF WEBS 2X3 HEM FIR 12 :`�;.t ��• Ao:O - ? NORMAN
�`�; • s
TOTAL UNIFORM LOAD 25. 0 PSF DOUGLAS 's`
TRUSS SPACING 6.00 FT CTRS LOAD DURATION ADJUSTMENT 15X WOOD
q,• ;W�i t No.34M •:
REACTION AT i 2650 MIN BRG- 4. 00 IN L.M PLATE SER 1 ES s •''••fss/pNALE��.••��. '9oF wro`!:�''
MEMBER FORCE MEMBER FORCE MEMBER FORCE T 20GA 164 PSI GROSS
1- 2 -7942 2- 7 -1590 3- 7 +1705 K 16GA 200 PSI GROSS I"•„"" �""" Kati
2- 3 -6631 N
p
rRofFf T7q��
1- 7 +7705 � ��GJNJ o: !r ' 9 t
7- 6 +5069 G:cp DF 2 p� '� N. p�
J'a-Ir1 D• '3-�3- ' z #4324 o A 5479 E ,Wi
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of�v�.,3� Z�C�;!en�srcaE°'ci`�s
SYM.
GX8.8w
6 1CB0 REPORT NUMBER 2625.
3X5.3x TRUSS DESIGN FOR BUILDING
SP VG ` X9 5X� 5 WITH INFREQUENT HUMAN
OCCUPANCY. TO DE USED WITH
LIGHT GAGE METAL ROOFING,
K5X10. 7 4. 0 12 PURLINS AND NO CEILING OR
3.00 �- 3 INSULATION ON THE BOTTOM
CHORD.
2
ALTERNATE LOADING
TOP CHORD LIVE LOAD 25 PSF
TOP CHORD DEAD LOAD 4 PSF
DOT CHORD DEAD LOAD i PSF
eg TOTAL UNIFORM LOAD 30 PSF
1 7
BRG 5X7
TRUSS SPACING 5.00 FT CTRS
K5X8 SECOND PLATE DIMENSION TO
BE PARALLEL TO CHORDS
UNLESS NOTED. (0)
36'- 0•
SPLICES SHALL BE 1/4 PANEL
EQUAL DAYLIGHT PANELS UNLESS NOTED + 1'-0• UNLESS NOTED.
THIS DESIGN SUGGESTION IS INTENDED FOR USE BY THE BUILDING ARCHITECT AND ENGINEER IN PREPARATION OF
THEIR FINAL DESIGNS. NO RESPONSIBILITY IS ASSUMED FOR THE ERECTION BRACING AND ASSEMBLY TO THE
COMPLETE STRUCTURE. DESIGN BASED ON CRITERIA ESTABLISHED BY THE TRUSS PLATE INSTITUTE AND •NDS• BY
LUMBERMATE COMPANY THE NATIONAL FOREST PRODUCTS ASSOCIATION. CUT MEMBERS TO BEAR. LATERALLY SUPPORT CHORDS.
SAINT LOUTS MISSOURI LUMBERMATE TRUSS PLATES OF GALVANIZED STEEL ARE INDICATED BY GAGE AND SIZE. PRESS PLATES SECURELY ON
BOTH SIDES OF JOINTS. CENTER PLATES ON JOINTS UNLESS NOTED.