HomeMy WebLinkAboutBLD16092 Metal Pole Bldg - BLD Application - 9/7/1984 BUILDING PERMIT APPLICATION
MASON COUNTY
P.O. Box 186 Shelton, Washington 98584
426-5593
DATE ISSUED
PERMIT NO.
OWNER NAME MAIL ADDRESS CITY&STATE ZIP PHONE
L£ U".J.dE If
NAME s 6-7/ 0o,yRt(wFILK Sf/ELTo A.) RJR
DIRECTIONS
TO JOB SITE 4)e5T 0Al S/71L7-elO SPr/N S /I,d;lAssEd _raz .LK "Are fL-4ew e"' r-ew 'FoA/o'q o�
LEGAL (❑ SEE ATTACHED SHEET) EF T.
DESCR. SEGTID.J !2 7-oW4)SAf/ .lOa1, ��v�e 4� 4l. ( 7-/r�cT y� SI,o�TP/.�T�2 / FYE �*3�9/�
NAME MAIL ADDRESS CITY&STATE LICENSE NO. PHONE
CONTRACTOR
l7+cJ 13[ d S'k P OILZ 0,PE
USE OF /�
BUILDING PAR r T/�yE /9NT0 /7 E�f3/2
Class of work: B"NEW ❑ ADDITION ❑ ALTERATION ❑ REPAIR ❑ MOVE ❑ REMOVE
Describe work:
3.2 X +iO .�'IE>-�� L E �L / E T. aZ s<rdi,c�
�iAR E Goo?S l2 /X, /2 L - ,;e dov.—
ol
Valuation of work:a PLAN CHECK FEE ,r�— 0-0 PERMIT FEE
ve,
73
SPECIAL CONDITIONS:
BEDROOMS--- (DECKS _ CARPORT ; ; NOTICE
BATHROOMS I TOTAL SQ. FT. GARAGE
ATTACHED I ; SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING
NO. OF STORIES
�/ BASEMENT i ; OR AIR CONDITIONING.
TOTAL SQ. FTfA- o FIREPLACE i� DETACHED I-'
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 " SHORELINES I
SEASONAL : FLOODPLAIN I
Firm E.D. NO. S.E.P.A. i
By Special Approvals IN OUT YES APPROVED NO
Lic. No. Date ZONING
PLANNING DEPT.
OWNERS FFIDAVIT HEALTH DEPT.
PUBLIC WORKS
I certify that I am exe t from the requirements of the FIRE MARSHAL
contract or registrati n law RCW 18.27, and am aware
BUILDING DEPT.
of the Mason C my ordinance requirements for
which this permi t . issued and that all work done will ROAD ACCESS
;be in con rman a therewith. MOTOR VEHICLE PERMIT
A LIGATION ACCEPTED BY PLANS CHECK BY APPROVED FOR ISSUANCE
��// !� r
Ow"rler _ )14;?:� Date e��'
PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION C M.O. CASH
`— /
!-I e w S 4E
looFT
1 o FT
o S � /►'I �7'�3 L go F T
La
1 �2 2b y
?RAcr /Q Of NE Nw
f2 O fl c� SN E L
PLOT PLAN
ADDRESS E �Of�/�CfIc��A L/� SNEC�,,J �J,9 PERMIT NO, f rno
LEGAL S+E-C-rfb,.) /22 TV 5h
et)A) , ZO A! �iA�v�e � ��7'iRe7— 5ha/rrP1.9r 6
DESCRIPTION LOT BILK ADDITION FILE # 3
� Qlu
SITE AREA Sq.Ft. AREA OF SITE OCCUPIED BY BUILDINGS Sq.Ft. ? a
N. SSo ' OF 7`fiC � /�O 'OF r�P F Zc INSTRUCTIONS TO APPLICANT m 2
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"'D SEWER SERVICE ELEVATION. SHOW LOCATION OF WATER, SEWER, GAS AND ELECTRICAL 4,
SERVICE LINES.SHOW LOCATION OF SURVEY PINS.SPECIFY THE USE OF EACH BUILDING AND MAJOR POR-
TION THEREOF. n
7 INDICATE NORTH IN CIRCLE GRAPH SQUARES ARE 5' X 5' OR 1"=20'
E�cE fi
CLL
I
v'1
O f O (
t
Z
v
P
O
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.
! / < -7/--
lt'1/T' .► ��/IS E!/v.l'.✓6 s� 1�E �,9 TE 5 t.� .a5�2_ ,�La-
NAME(S) OF OWNER(S) OF SITE S STRUCTURE(S) (PRINT) SIGNATURE OF OWNER(S) OR AUTHORIZED REPRESENTATIVE
DO NOT WRITE BELOW THIS LINE
APPROVED
DISTRICT AS NOTED DATE
SHELTON Pii1N7INi
NW0002-10 40'- 0' SPAN T64 3/12 EHGR,'S) SEP 25, 1981 "
_ NpOUG(Pf,, PRpFfJJ �'�pPROFfJ 0—
CODE TP
'���iy;•. `: c?> �41NFF� 'o S�
��'' �•. o`: t EM Fp of 1
o'er i N DOUGLAj Y
FOP CHORD LIVE LOAD 20. 0 PSF TOP CHORD 2X8 DOUG FIR •1 Zi" `•� �� ( z 14324 o D `"0°D
TOP CHORD DEAD LOAD 4. 0 PSF DOT CHORD 2XG DOUG FIR SEL STIR '�� s uaco. o O s 0 o 5479E
BOT CHORD DEAD LOAD 1 . 0 PSF WEBS 2X3 HEM FIR /2 *o'lFFun<<' '��� °r 'i, 0 " �l rIts o 4
TOTAL UNIFORM LOAD 25. 0 PSF `fJJi ��` y+ti "' s� t�yFOf\0 ��'S' �
„ OMAL + Douc. OQUG% NAIL - O
TRUSS SPACING 6. 00 FT CTRS LOAD DURATION ADJUSTMENT 15%
REACTION AT 1 - 2950 MIN BRG- 4.44 IN LM PLATE SERIESs
MEMBER FORCE MEMBER FORCE MEMBER FORCE T 20G A 161 PSI GROSS
1 - 2 -9806 2-10 -1458 3-10 +1006 K 166A 200 PSI GROSS
2- 3 -8462 3- 9 -2101 4- 9 *1934
3- 4 -5792
1 -10 •9514
1 0- 9 •7499 4 Zxat'-Z PF' !p4►67
12 SYM.
3. 00 I r
5XB.Bx
5X7 5
ICBO REPORT NUMBER 2625.
5X7
TRUSS DESIGN FOR BUILDING
3X5.3■ 5X7 5 WITH INFREQUENT HUMAN
OCCUPANCY. TO BE USED WITH
3 LIGHT GAGE METAL ROOF1hG,
PURLIHS AND NO CEILING OR
K5X8 2 PLATES , INSULATION ON THE BOTTOM
CHORD.
ALTERNATE LOADING
2 TOP CHORD LIVE LOAD 25 PSF
TOP CHORD DEAD LOAD 4 PSF
DOT CHORD DEAD LOAD 1 PSF
10 9 TOTAL UNIFORM LOAD 30 PSF
1
BRG 5X5.3 TRUSS SPACING 5. 00 FT CTRS
K5X9.3 GXB.8 SECOND PLATE DIMENSION TO
PA,Q, PT, SPL-14-E K S o 41•3 b BE PARALLEL TO CHORDS
w/5.� oA� , , UNLESS NOTED. (4)
Foft 3` -o a �E5 S. K l c
`I- 3 w/4'z" eaJ 6,c,
40'- 0'
EQUAL DAYLIGHT PANELS UNLESS NOTED SPLICES SHALL BE 1/4 PANEL
+ 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 1S ASSUMED FOR THE ERECTION BRACING AND ASSEMBLY TO THE
COMPLETE STRUCTURE. DESIGN BASED ON CRITERIA ESTABLISHED BY THE TRUSS PLATE INSTITUTE AND 'HDS' BY
LUMBERMATE COMPANY THE NATIONAL FOREST PRODUCTS ASSOCIATION. CUT MEMBERS TO BEAR. LATERALLY SUPPORT CHORDS.
SAINT LOUIS, MISSOURI LUMBERMATE TRUSS PLATES OF GALVANIZED STEEL ARE INDICATED BY GAGE AND SIZE. PRESS PLATES SECURELY ON
JOTH SIDES OF JOIHTS, O
i
I
a
E
i
I
1
Aj
,
�._. �,
low
L
Z_e-ft- VVu tLI4S__
?P.��Sc��nl�3-2or1• _
-
'
1L Oe 1"
Os
ja • ' ' [f}9-j 7r-gj.1SS
_ LL �C(o �� 13L.a' SeLI tJS�J�3
i1 El�.StJE PIA�I kf�lo- ZXZc�2'F1(�U►.1 - ----
ZX�_1�171 �� ?,NAIL
11A CAD.
�Lr�T�SCe£uJS _
—
�2
I '�A T'� �1►.1� II' rj�lO1J TLll4.! �J+:-�v��=+L� 1
TAsLE-
.�AVI: #•��1C��'T Ste,-:�.t�t�lrF�-1.
14
I
N 1
1 =-
'' � Via' ?GZ,::�/�r`'� -- -• J/ .I
►./a
l