HomeMy WebLinkAboutBLD23457 Pole Bldg Final - BLD Permit / Conditions - 10/10/1989 Shorelines: Np Plumbing:
Setback: Mechanical--
Special Interior:
Conditions: FINAL:,/, /` �c �� —
Nbbile Hamel
Smoke Detector:
R,ennarks
ooting: ���� � /
Setback:
Foundation
Walls:
Framing:
Fireplace:
Wood Stove:
TYPE POLE BLDG.-STORAGE
Permit No. 23457 No. Floors Sq Ftg 288
Owner NO. MASON SCHOOL DIST 4031 275-2883 Date 3-21-89
Address P 0 Box 167 8elfair Zip
Contractor Self
Address Zip
Legal Descrip ion Por
Direction to project site From Old B _lfair Hwy turn left
onto Northshore Rd, turn right on Sand Hill Rd.
Next to, water tower.
Plumbing Mechanical Sewer Wood Stove
Fireplace Deck Z rage rport
Basement -soft Other
s
BUILDING PERMIT APPLICATION
lD MASON COUNTY
VP DEPARTMENT of GENERAL SERVICES
P.O. BOX 186 SHELTON, WASHINGTON 98584 If
427-9670 DATE ISSUED��-a�'I
PERMIT NO. n 3 4//6 Z
OWNER NAME MAILADDRESS CITY&ST TE ZIP PHONE
DIRECTIONS rf r"� � I ( C r ��;r I I(Xr�TO JOB SITE �A,
PARCEL LEGAL tS' ,�'o? /VJ, ff6 izl)la. 56,/V5 If
NUMBERlp�33� /Q GDD DESCR. 3Q.. _ g
NAME MAILADDRESS CITY&STATE LICEN NO. ZIP PHONE
CONTRACTOR 1, � Sow- cSC ' �i�. �,<•-t-e- 41$15USE OF
Cab ✓C
BUILDING Uro-11 r' J rc."Ad� + i► �
CLASS OF WORK NEW l/ ADDITION ALTERATION REPAIR MOVE REMOVE
DESCRIBE ��\ + rU
WORK
BEDROOMS DECKS CARPORT NOTICE
SEPARATE PERMITS ARE REQUIRED FOR PLUMBING, HEATING, VENTILATING OR AIR
BATHROOMS TOTAL SQ.FT. GARAGE CONDITIONING.
NO.OF STORI ES BASEMENT ATTACHED THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT
�y`) COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR
TOTAL SQ.FT. -C.b b FIREPLACE DETACHED ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.
PERMANENT SHORELINE
SEASONAL
OWNERS FFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY AT I AM EXEMPT FROM THE REQUIREMENTS OF THE CONTRACTORS I CERTIFY THAT I AM A CURRENTLY REGISTERED CONTRACTOR IN THE STATE OF
REGISTR ION LAW RCW 18.27, AND AM AWARE OF THE MASON COUNTY ORDINANCE WASHINGTON AND I AM AWARE OF THE ORDINANCE REQUIREMENTS REGULATING THE
REQUIRE ENTS 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 CONJORMANCE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT FIRST CONFORMANCE THEREWITH.NO CHANGES SHALL BE MADE WITHOUT FIRST OBTAINING
OBJNER
G APPROVAL FROM THE BUILDING D ARTM ENT. f� APPROVAL FROM THE BUILDING DEPARTMENT.
X • DATE 3 7 (1 X BY DATE
FOR OFFICE USE ONLY
DEPARTMENT YES
PPROVENo DEPARTMENT YESPPROVENQ BUILDING VALUATION -
HEALTH PUBLIC WORKS FEE
PLANNING FIRE BUILDING PERMIT
D.O.T. BUILDING al/t PLAN CHECK 11966
'
SPECIAL CONDITIONS BUILDING GROUP PRE-INSPECTION
d12Ap C 2 1� • SHORELINE
m WOODSTOVE
/r j1 v S E _ PLUMBING
fVLt- L ti N 6U T� itp,FE tf S 7cio b'� cs MECHANICAL
STATE BUILDING FEE
�Z X ZL( _ ,2�i�'�' Q - a,s �Z� STATE SURCHARGE I
APPLICATION ACCEPTED BY PLANS CHECK BY APPROVED FOR ISSUANCE PERMIT VALIDATION _
7 j r�ta 40► BY � aII�`r CASH CK MO TOTAL
/1 L.� L "4 ^ , -� d- cr7 'n r
PLOT PLAN
ADDRESS PERMIT NO. 4 0
L = s
i o
0
s
LEGAL
DESCRIPTION LOT BLK ADDITION
SITE AREA Sq. Ft. AREA OF SITE OCCUPIED BY BUILDINGS Z 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- V'
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 r
SERVICE LINES.SHOW LOCATION OF SURVEY PINS.SPECIFY THE USE OF EACH BUILDING AND MAJOR POR-
TION THEREOF. C
J
INDICATE NORTH IN CIRCLE GRAPH SQUARES ARE 5' X 5' OR 1"=20'
4
UJ k V-
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.
N P,s\r,J-
NAME(S) OF OWNER(a) OF SITE STRUCTURE(S) (PRINT) I4TUOF OWNERISI OR AU TM R D REP ESEN TA TIVE
DO NOT WRITE BELOW TH/S L/NE
APPROVED
DISTRICT AS NOTED DATE
MASON COUNTY
DEPARTMENT of GENERAL SERVICES
Courthouse Annex I N. Fourth & W. Cedar
P.O. Box 186 Shelton, Washington 98584
(206) 427-9670
building environmental health maintenance landfill parks&recreation fair/convention center planning sewer&water
March 10, 1989
North Mason School District #403
Post Office Box 167
Belfair, WA 98528
Attn : Chuck Jeu
Re : Sand Hill School Pole Building
The Environmental Health Division has reviewed the
application to construct a pole building at the Sand Hill
School and we have some concern. Your plot plan indicates
that the pole storage building would be inside the well 's 100
foot protective radius (as close as 30 feet) . WAC
248-54-125(1 ) , second paragraph states that "within control
area, no source of contamination may be constructed, stored,
disposed of, or applied without permission of the department
Since the structure is described as a storage building, there
is the potential for storage of supplies containing
unacceptable constituents . Accordingly, several solutions
may be available :
1 . Relocate structure beyond 100 foot radius from well
casing.
2. Obtain a variance based specifically upon excluding from
storage any potential water contaminant . This would
require strict controls and accountability. You should
discuss this option with your insurance carrier since it
could impact on your coverage.
Should you have any questions , contact me as soon as
possible. The building permit approval for this structure
will be delayed until the foregoing has been resolved.
'nc e l y
`YJ
J G. DENISON C
Environmental Health Specialist Q,
n (6A o
JGD/nIp
SC►C DUL E A PD.ICY NO;
cunt i nurd) ArGEN7 ORDER NO i 2 6.38
LEGAL DESZRIDTIQw
TEE S:.TH CALF Or THE S.UTH HA�v OF THE NORTHEAST DJARTEG OF THE NORTHEAST DutR'ER ANC
WEST Md,F OF Tr.E SGL'7HEA5" QJAR'ER OF THE NCR?HERST 0_?AR7ER AND THE NORTHEAST
G;;QR'EF OF TwE SD�,THEAST CiORTER OF THE NORTHEAST CJcRTEK AND THE NORTH HALF OF THE
SCUTHErfST C_CiR'EC Or T+-r_ Sj—Ll`HEQST C:JAnTE;; OF THE 0= SE_ I=`. 3e,
e
»0►1F0
I:FN1
FOR
®r
L L Mom. � � /' e^+• � fig. �.. .. w..r�r
LUMBER SPECIFICATIONS MEMBER FORCES FROM LEFT TO RIGHT:
TOP CHORD 2x6 ■2 Of-L TOP CHORD BOTTOM CHORD WEBS REACTIONS
i l= -5022 B t= 4872 W I= 84 REACTION c 8 l= 2436
BOT CHORD 2x6 •2 OF-L r 2= -5022 B 2= 4872 REACTION a 8 3= 2436 2 COMPLETE TRUSSES RE�UIREDI
WEBS 2x3 STANDARD OR SiuD OF-L CONNECTION REOUIREMENrs
BEARING REOUIREHENTS BEARING AREA REO'O ISO IN) T.C. 160 NAILS STAGGERED AT 7' O.C.
ALL BEARINGS SHOWN ARE 3.5' EXCEPT AS NOTED: BEARING a I 6.01HF/ 3.90DF B.C. 160 NAILS STAGGERED AT 12' O.C.
BEARING a 3 6.OINF/ 3-90OF WEBS 160 NAILS AT 12' O.C. THROUGHOUT
TRUSS LOADING ICON I)
NOTE: WHERE NO RIGID CEILING IS APPLIED LL+DL ON TOP CHORD = 28.0 PSF ONE TRUSS ATTACHED TO
DIRECTLY TO THE BOTTOM CHORD IT TT OL EOEgNg``CCGEILppINpGp = 221.0 PSFF
SHALL BE DRACED RT INTERVALS NOT LSRDLOURAi[ONL(NCREASE9=0LP15 SIDE OF POST
EXCEEDING 12'-0'.
NOTE: LOCATE TOP CHORD INTER-PANEL SPLICES 46
AT t/5 PANEL LENGTH ./- 6 INCHES.
BOTTOM CHORD SPLICES MAY BE LOCATED
TO OPTIMIZE LUMBER WITHIN THE
PANELS INDICATED. 141 —011
PLATE ROTATED 90 DEG.
4�\� �GINF � \ t2 a0a5 12
3 3
Q 1 79 r\1
o
,4 3260/ 3280
�'d i� �`�,i
0830
6'-0-0" 6'-0.0"
12'-0.0" OVERALL SPRN
PLATE CODE SPRCINO DATE IT 16 THE RESPONSIBILITY OF OTHERS TO ASCERTAIN THRT THE LORDS UTILIZED ON THIS DESIGN MEET OR EXCEED THE
R-5000 UBC 16@•DO• D.C. 12/29/88 ACTUAL DEAD LORDS IMPOSED BY THE STRUCTURE AN THE LIVE LORDS IMPOSED BT THE LOCAL BUILDING CODE OR
HISTORICAL CLIMRTIC RECORDS. NO REBPON61BIL ITT Ib Ab6UnE0 FOR DIMEN61ONAL ACCURACT. VERIFY ILL '
OIMENSIONS PRIOR 10 FABRIC R TION. CONNECTOR PLATES SHOWN ARE TRU6W RL I6. IO OR IO GR GE R5 SPECIFiE0.
FRBRICRITON SHALL COMPLY WITH THE "QUALITY CONTROL MANUAL" OF THE TRUSS PLATE 1N S71TUTE (TP11 AND THE '
Tfl U6 WqL Tft USCOn MRN URL. ALL PANELS NOT IF,CALL OFSIGNRTE0 ARE TO BE EQUALLY DIVIDED• • OENOlF6
R N R N Y T R U S R D E S I G N T R U S W R L SPECIAL CUTTING. ONLY LATERAL BRACING REOUIREO OF INOIVIOU17 TRUSS MEMBERS I6 NO7E0 ON TH16 DRAWING.
THIS DESIGN ASSUMES THE TOP CHORD TO BE CONTINUOUSLY BRACED BT SHEATHING UNLESS OTHERWISE STRT ED• WE
RE
NO RIG1O CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD. 1T SHgLL BE BRgCEO RT INIERVAL8 NOT EXCEEDING
10'-0'• PERSONS ERECTING TRUSSES ARE CAUTIONED TO SEEM PROFESS IO NRL RDVICE REGARDING TEMPORARY ERECTION
SRRCING WHICH 16 ALWAYS REOUIREO TO PREYENT TOPPLING AN "OOMINOING-. REFER TO "BRACING WOOD TRUSSES.
SYSTEMS COMMENT RAT FIND RECUMMENOATION6- (TPI I. WHERE CONFUSION nRT EXIST CONCERNING PROPER FIEL❑ ERECTION.
CLEARLY MAIM INTERIOR BEARING LOCATIONS. CA N7 IL VERB. RHD THE CHORO6 OF THE TRU56 TO PREVENT IMPROPER
DMO• FILE- T-12-3-29 INSTALL R TION. TRUSSES SHALL NOT BE PLACED IN ANY ENVIRONMENT THAT WILL CRUSE THE MOISTURE CONTENT OF THE
B-2 9 7 1 5 RUSWRL 9T9TEn9 CORP ORRilON R 9[ONOOE COMPANY NY JUOD TO UDIC 1 O USX APPLO1 CRT ONO/OF AN0RCEXPERIENCECT ANORUSE CONNEORPL THEREFORES ISNOUTSIDEE THE W SCOPE E OFS RESPONSIBILIHEN NCE5ARY. IS TYOE OFR TRUSWRLT
1000 100 MARC ST• GERMAIN M a N
2.05 / 1.04
ERICKSON . McGOVERN
ARCHITECTS
130 SOUTH 131 STREET
TACOMA, WA 98444
(206) 531.0206
April 13 , 1988
Mike Burns APR 15 1988
Mason County General Services
P.O. Box 186
Shelton, WA 98584 GENERAL SERVICES
Re: Sand Hill Elementary School
North Mason School District
Mike Burns:
This letter is a summary of the major items discussed at our
meeting with you on April 12 , 1988 .
1) In two pods there are no doors between the classroom and the
central activity areas, and there are openings between the
Administration area and the lobby. For these reasons we
have placed exterior doors on all classrooms and the Library
as a means of providing direct exiting to the exterior and
thereby allowing the corridors to be non rated. The
following spaces will be of one-hour construction with rated
door assemblies: 110 Work Room; 111 Custodian M & E; 121
Storage; 122 Storage; 124 Storage; 125 Kitchen; 126 Storage;
128 Storage, 140 Kiln, 148 AVS Storage; 163 Custodian; 176 M
& E; 180 Book Storage.
2) A straight convection or a combination convection/steam oven
will be installed in the Kitchen. There will be a
ventilation hood over the oven. Since this is a warming
kitchen only and there will be no grease-laden air produced,
the hood will not have a fire suppression system installed.
3) A heat detector and pull station will be in each classroom,
smoke detectors in the corridors, heat detectors at the
mechanical units, heat and smoke detectors in the kitchen
and smoke detectors in the gym.
We are also enclosing a sketch of a typical catwalk which will be
installed in the attic space for access to mechanical unit.
Please review this catwalk and related safety rail detail .
Mike Burns
Mason County General Services
April 13 , 1988
Page 2
Please let us know if you have questions or find any
discrepencies with our evaluations. Your willingness to take
your time to meet with us as we progress through the final design
has been extremely valuable. We will send you an updated set of
plans in a few weeks in an effort to keep you informed of our
progress.
Again, thank you for your assistance.
Sincer ly,
G y
GHY/mf
Enc.
ERICKSON•McGOVERN
ARCHITECTS
Jim 130 =SOUTH 131 STREET
TACOMA, WA 98444
(206) 531.0206
CHALKER MEMO JOB NO. —/ 7 7L 0
PUTNAM CALCULATION DATE. I - /3 -
pCOLLINS MEETING MINUTES BY QC ��-t
SCOTT TELEPHONE RECORD SHEET of
CONSULTING STRUCTURAL ENGINEERS
9%SOUTH FAWC.ETT,SUITE 301 TACOMA,WA 9W2
I2061383-2797 INCORPORATED?%9 PROJECT. +-�--
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