HomeMy WebLinkAboutBLD97-0521 Final Warehouse - BLD Permit / Conditions - 12/15/1997 MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
E3 U I L_ ID I N G P E R M I T FOR INSPECTIONS CALL 427-9670
BETWEEN 5pm AND 8am 427-7262
BLD97-0521 PARCEL : 1232943OOO2O PLAT : DIV : BLK : LOT :
JOB ADDRESS : NE 23681 STATE ROUTE 3 BELFAIR
OWNER : MITCHELL LUMBER 275-2090
CONTRACTOR :
LEGAL : TR 2 1 25 OF SN SE
CLASS OF WORK . . :NEW BEDR : 0 .BATH : 0 TYPE AMOUNT BY DATE RECEIPT TYPE AMOUNT BY DATE RECEIPT
TYPE OF USE . . . . :COM STORIES . . . . . . ..:O
OCCUP . GROUP . . . :S1 BLDG . HEIGHT . . : 26 .Oft EHCP $ 26.00 08 06118197 0
TYPE OF CONST . . :5N FIREPLACES . . . . : 0 STFE 8 4.50 0S 06118/97 0
OCCUP . LOAD . . . . : 22 WOODSTOVES . . . . : 0 PRMT $ 722.00 OS 06/18/97 0
DWELL .UNITS . . . . : 0 PARKING SPACES : 0 PLCK $ 469.30 0S 06/18/97 0
INSPECTION AREA : 1 SHORELINE? . . . . :N TOTAL: 1221 .80 VALULAT ION: 164019
SETBACKS-------------- TOILETS . . . . . . . . . . : 0 FUEL TYPES---------- BOILERS/COMP---- MOBILE HOME--
FRONT . . .E 115 .Oft BATH BASINS . . . . . . : 0 0-3 HP . : 0
REAR . . . .W 8O .Oft BATH TUBS . . . . . . . . : 0 3-15 HP . : 0 MODEL :
SIDE ( 1 ) .N 6 .Oft SHOWERS . . . . . . . . . . : 0 FURN < 1O0K BTU : 0 15-30 HP . : 0 -MAKE------
SIDE (2) .S 13O .Oft WATER HEATERS . . . . : 0 FURN >=1O0K BTU : 0 30-50 HP . : 0
SHRLINE . O .Oft CLOTHES WASHERS . . : 0 FURN - FLOOR . . . : 0 50+ HP . : 0 -YEAR------
AREA ---------------- KITCHEN SINKS . . . . : 0 HEAT PUMP . . . . . . : 0
LOT SIZE . . : FLOOR DRAINS . . . . . : 0 VENT SYSTEMS . . . : 0 EVAP COOLERS : 0 LENGTH : 0
BUILDING . . . : 6624sf DRINKING FOUNT . . . : 0 VENT FANS . . . . . . : 0 HOODS . . . . . . . : 0 WIDTH . : 0
BASEMENT . . . : Osf LAUNDRY TRAYS . . . . : 0 DOMES . INCIN :O -SERIAL#----
DECKS . . . . . . : Osf DISHWASHERS . . . . . . : 0 AIR HANDLING UNITS-- COMML . INCIN :O
GAR/CARP :? Osf GARB DISPOSALS . .. : 0 <= 10000 cfm . : 0 RELOC/REPAIR : 0
AT/DT . :? URINALS . . . . . . . . . . : 0 > 10000 cfm . : 0 OTHER UNITS . : 0
MISC PLM FIXTURES : 0 GAS OUTLETS . : 0
ROJECT DESCRIPTION:WAREHOUSE FOR BUILDING PRODUCTS
'ROJECT LOCATION:NE 23681 STATE ROUTE 3 BETWEEN SUBWAY AND POST OFFICE IN BELFAIR
PHIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED FOR A PERIOD
)F 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED, EVIDENCE OF CONTINUATION OF WORK IS .A PROGRESS INSPECTION WITHIN THE 180 DAY PERIOD. FINAL INSPECTION MUST BE
PPflOVEO BEFORE BUILDING CAN BE OCCUPIED,
WNER OR AGENT: DATE: �
LD_PRMT, rev: 03/31191 COMPLIANCE TO ATTACHED CONDITIONS I S REQUIRED I RED
CONCRETE MECHANICAL MOBILE HOME
Footings4Setback date by Ribbons
date by Gas Piping date b
Fovo! ation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date ^ by date by date by
FRAMING Walls FIRE DEPT.
date by date by date by
PLUMBING OTHER
Groundwork Attic
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
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MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
PERM I T COND 1 -F I ONS
Case No . : BLD97-0521
For : MITCHELL LUMBER
Page : 1
1 ) Owner/ builder assumes all responsibility if drainfield area is
encumbered .
X
2 ) The undersigned property owner is aware of the uncertainty regarding Mason County is
development reggulations created by the Growth Managment Hearings Board 's Order of
October 2, 1996, and in consideration of Mason County 's willingness to proceed with
processing of applications which might be affected by the Order , the undersigned
property owner hereby agrees to waive any lawsuit , action , or claim for damages against
Mason County which may arise out of Mason County 's actions in acceptance, processing
and/or issuance of such permits or approvals ( hereinafter "permitting actions " ) , which
damages are attributable to the County ' s decision to take permitting actions despite
the risk that changes to the County 's development regulations might later make the
C nty 's permittAng ap s invalid .
3 ) The use, handling and storage of hazardous materials or flammable and combustible
liquids in excess of 10 gallons is .not allowed without the approval of the Mason County
Fire Marshal .
4 ) Proposed structure or any portion thereof greater than 30" in height from grade line ,
must maintain a minimum of 5 ' setback from all property lines , easements and 10 ' from
all County and Sta a Road right of ways .
5 ) Approved per dimensions and setbacks on submitted site plan . X
6) The applicant shall maintain the 25 parking stalls ( includes handicap stall ) as noted
on the subm i tte&s i n . ---
i
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O. Box 186 Shelton, Washington 98584
7 " P
line , must maintain a 5 ' separation distance between adjacent structures and that
furthest projection . X
8 ) Must provide a ertified special inspector to perform all concrete test . Provide this
office with a o y of their certification and tests as they become due .
X .
9 ) All approv d plans are required to be on-site for inspection purposes . If inspection
is called for and plans are not on site, Approval WILL NOT be granted . In addition , a
Re- Inspection fee in the amount of $32 .00 per hour (minimum 1 hour ) will be charged and
must be collected by this department prior to any further inspections being performed or
approval gr nted .
X
10) PURSUANT 0 1994 UNIFORM BUILDING CODE SECTION 305 (C) AND SECTION 513 ALL SITES MUST
HAVE AP OVED NUMBERS OR ADDRESSES PRbVIDED IN SUCH A POSITION AS TO Bl� PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY . MASON COUNTY BUILDING
DEPARTMENT REQUIRES THAT THIS BE COMPLETED PRIOR TO CALLING FOR ANY SITE INSPECTIONS . A
REINSPECTION FEE BASED ON RATES IN TABLE 3A OF THE 1994 UNIFORM BUILDING CODE WILL BE
ASSESSED IF OWNED/CONTRACTOR FAILS TO POST ADDRESS ON SITE PRIOR TO REQUESTING
INSPECTIONS .
X
11 ) Any ch resin construction shall be reviewed by engineer of record and submitted in
writinghe Mason County Building Department prior to construction .
X
12) ALL ONS
X TION MUST MEET OR EXCEED ALL LOCAL CODES AND UBC REQUIREMENTS .
13 ) Chan s to approved building plans that effect compliance to the 1991 Washington State
Ene y Code, 1991 Ventilation and Indoor Air Quality
Cod , the Uniform Building Code and/or Mason County Regul ions must
be approved by Mason County prior to constructionX
t
14 ) CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED ��ERMASON COUNTY BUILDING
CONCRETE MECHANICAL MOBILE HOME
Footings-Setback date by Ribbons
date by Gas Piping date b
Foundation Walls date by Set Up
date by INSULATION date by
BG/SLAB Insulation Floors Final
date by date by date by
FRAMING Walls FIRE DEPT.
date by date by date by
PLUMBING Attic OTHER
Groundwork
date by date by
D.W.V. WALLBOARD NAILING
date by date by
Water Line FINAL INSPECTION
date by date by date by
I
I
MASON COUNTY
Mason County Bldg. III 426 W. Cedar
P.O, Box 186 Shelton, Washington 98584
DEPARTMENT AND UNIFORM RUII_ DING GODE . x
15 ) Must install a durable, readily visable sign in mezzanine . This sign must state that
this flo r i only designed for a 50 psf floor load .
X . AA
16 ) This roject is approved as an unheated structure , meeting the requirements of the
Maso County semi -heated exemption guidelines , and therefore exempt from the envelope
and mechanical requirements of the 1994 Non-residential Energy Code (NREC) . A floor
plan showing light lay-out and a light schedule detailing input wattage for each
fixture shall be submitted to the Mason County Building Department for approval within
30 days after the permit_ is issued . Total installed interior lighting wattage shall not
exceed 8369 watts .
X
17) 1 E ISTING FIRE SPRINKLER SYSTEM TO BE EXTENDED TO PROTECT WAREHOUSE .
2 . A E ATE PERMIT IS REQUIRED FOR THE SPRINKLER SYSTEM EXTENSION .
X
i
Initial Survey? (Y/N): N
Area: 4 Belfair Sys36 Name:
Owner Title: Mr Owner FName: Jeff Owner LName/Co: Mitchell
Owner Address: NE 23681 Hwy 3
Owner City: Belfair Owner State: WA Owner Zip: 98528
Owner Phone: Work Phone: ,
Parcel #: 12329-43-00020 LUC: LUCD:
Site Address: NE 23681 Hwy 3 (Lumber Store)
Site City: Belfair Site State: WA Site Zip: 98528
Building Type: C ^ U
Yr Last Pumped: U N
Occ Title: Occ FName: Occ LName/Co: 111
Occupant Phone:
Info on Water Consery (Y/N):
Would like workshop (Y/N):
Permission to Insp. (Y/N/NR): Y
Comments: Redye of repaired system
Initials: LHC2 Level 1 Insp (MoDaYr): 10/16/96
Level 1 Completed (MoDaYr): Level 2 Insp (MoDaYr): 10/24/96
Prosecutor referral (MoDaYr): System Type: S
Install Date: U Classification (P,F,L,PF,S): P
FAILURE PRIORITY (1,2,3,4,5): Shoreline (Y/N): N.
Completed? (Y/N): Y Completion Date (MoDaYr): 11/15/96
Observations: The septic system.appeared to be functioning at
the time of the inspection.
I �
7
1=�
Letter (MoDaYr): 11/15/96
ENVIRONMENTAL HEALTH INFO:
Date to EH (MoDaYr): Received by:
ILDate (MoDaYr): ELDATE (MoDaYr):
Action date for contact (MoDaYr):
Action comment: ,
Permit/Plan Received (MoDaYr): Permit Number:
Design Received (MoDaYr): Repair Completion (MoDaYr):
Repair System Type:
Repair Comments:
Letter #1 (mmddyy):
Letter #2 (mmddyy):
Svisit1 (mmddyy):
Svisit2 (mmddyy):
Pcall1 (mmddyy):
Pcall2 (mmddyy):
Pcall3 (mmddyy):
Certified Letter #3 (mmddyy):
Initial Survey? (Y/N): Y
Area: 4 Belfair Sys36 Name:
Owner Title: Mr Owner FName: Jeff Owner LName/Co: Mitchell
Owner Address: PO Box 310
Owner City: Belfair Owner State: WA Owner Zip: 98528
Owner Phone: Work Phone:
Parcel #: 12329-43-00020 LUC: LUCD:
Site Address: NE 23681 Hwy 3
Site City: Belfair Site State: WA Site Zip: 98528
Building Type: C
Yr Last Pumped: u
Occ Title: Occ FName: Mitchell Occ LName/Co: Lumber
Occupant Phone:
Info on Water Consery (Y/N):
Would like workshop (Y/N):
Permission to Insp. (Y/N/NR): Y
Comments: Complaint Investigation.
Initials: LHC2 Level 1 Insp (MoDaYr): 1/12/96
Level 1 Completed (MoDaYr): Level 2 Insp (MoDaYr): 1/18/96
.y
Prosecutor referral (MoDaYr): System Type: S
Install Date: 1950 Classification (P,F,L,PF,S): F
FAILURE PRIORITY (1,2,3,4,5): 3 Shoreline (Y/N): Y
Completed? (Y/N): y Completion Date (MoDaYr): 2/7/96
Observations: Sewage.was identified surfacing on the ground;
confirmed by a positive dye test and verified by a bacterial count of 92,000
fecal coliform per 100 mis.
Letter (MoDaYr):
ENVIRONMENTAL HEALTH INFO:
Date to EH (MoDaYr): 2/14/96 Received by: KAL
ILDate (MoDaYr): 2/14/96 ELDATE (MoDaYr): 6/5/96
Action date for contact (MoDaYr):
Action comment: Repair completed.
Permit/Plan Received (MoDaYr): Permit Number:
Design Received (MoDaYr): Repair Completion (MoDaYr): 9/2/96
Repair System Type: See repair comments.
Repair Comments: Broken catch basin replaced with'water tight
basin.
Letter #1 (mmddyy):
Letter #2 (mmddyy):
Svisitl (mmddyy):
Svisit2 (mmddyy):
Pcalll (mmddyy):
Pcalll (mmddyy):
Pcall3 (mmddyy):
Certified Letter #3 (mmddyy):
04 G.
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JUL=08-1997 09:31 MLC FX 2753050 PH 2752090 p•02
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SILVER0ALE. WASH NGToN 9e3B3
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FAX: (360) 692-S600 ,r, z
TO
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wF-ARE SENDING You ❑ Artachea ❑ Under separate c&,gr is
the following items:
❑ Shop drawings ❑ Prim ❑ Plena p Samples ❑ 5
Deaf ICdUOns
❑.Cnoy of letter ❑ Change order ?y�i 7 /,Vjo;b pr
I
COPIES BATE Np,
QEsc�no+v
THESE ARE.TRANSMI TED as checked below;
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TOTAL P.02
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OCTi21-1997 11:48 MLC FX 2753050 PH 2752090 P.02
TRANSMITTAL
LETTER
KR,AUTER STORAGE' SYSTE
MS
Divisiffit of Kra ff r Egtli¢unent Co.,hr- E=bli5hed 1964
3M,NORM ARLVGTDN AVENUE.)NQIANrt MLIS,IN 4218
7Z EPHONE:(J l7)W,= ' TELEFAX-(317)5V-M61
USA WA'I9:1-83116992-ZE9A
PROJECT: T�JT�f�Eu. L.11N1 � ARCHITECT'S
(name, address) PROJECT NO:
DATli: ) b 9/9 7
TO: FM rrzAELL- If enclosures are not as noted, please
P 0, $a X 310 Inform us immediately.
If checked below, please:
ATTN: ( ) Acknowledge receipt of enclosures.
Return enclosures to us.
WE TRANSMIT:
therewith ( ) under separate cover via
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FOR YOUR:
( ) approval ( ) distribution to parties ( ) information
( ) review & comment ( ) record
(rse ( )
THE FOLL WING:
( ) Drawings ( ) Shop Drawing Prints ( ) Samples
( ) Specifications ( } Shop Drawing Reproducihles ( ) Product Literature
( ) Change Order v
ACTtOr4
COPIES DATE REV.NO. DESCRIPTION CODE
wor 57�^�0 514111 Q SiGN4-rv2,tZ ��OX^�Dv.►� >aa
�l CA uvt�tTl�n1S
ACTION A. Action Indicated on item tr2nsmitted D. For lignature and forwarding as noted below under REMARKS
CODE B. No attlon MQUIted E. Sea REMARKS below
C. For signature and return to tills olflce
REMARKS 7::11i
COPIES TO: (with enclosures)
OCT-21-1997 11:48 MLC FX 2753050 PH 2752090 P.03
1AUTER
CIV Cu MITCHELL LUMBER
RFIZMI
PROJECT
�oRKRAUTER STORAGE SYSTEMS
INC. SH€ET NO. . A OF 3
RAGE SYS IAL HANDLING ENGINEERING AL A. 09-09- 1997
86"989 FAX: (909)869-0981 CALCULATED BY DATE
161 ATLANTIC AVENUE • POMONA• CA 91768
COLUMN ANALYSIS 3X3X1 I GA (EXPOSED POST CHECK-FRAME C2)
ANALYZED PER DIV V, CHAP 22 OF THE 1994 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION.
P= 10,316 LB
M= 0 IN-LB A
KxLx/rx= 1.2*5 IN/1.31 IN
= 4.6
KyLy/ry = 0.8*44 IN/1.055 IN t
= 33.4 <-_ (KVr)max
AXIAL B
Fe= TrAZE/(KVr)maxA2 (EQ C4.1-1)
= 261.5 KSI
Fy/2= 25.0 KSI
SINCE, Fe > Fy/2
THEN, Fn= Fy(1-Fy/4Fe) (EQ. C4-3)
= 50 KSI*[1-50 KSI/(4*261.5 KSI)] SECTION PROPERTIES.
= 47.6 KSI -
Pn= Aeff*Fn (EQ C4-2) A= 3.0 IN
a 47,372 LB B= 3.0 IN
flc= 5/3 + (3/8)*R-(1/8)*RA3 C= 0.75 IN
= 17s t = 0i201N
Pa= Pn/f2c (EQ C4-1) Aeff 0.995 INA2
= 4737Z LB/1.77891 1 851 20368 Ix = 1.709 INA4
- 26,630 LB Sx� 1.139 INA3
P/Pa= 0.39 > 0.15 rx= 1.310 IN
FLEXUBE ly - 1.108 INA4
CHECK: P/Pa+ (Cmx*Mx)/(Max*Nx) 5 1.33 (EQ C5-1) Sy = 0.718 INA3
P/Pao+ Mx/Max 5 1.33 (EQ C5-2) ry= 1.055 IN
Pno= Ae*Fy
Kx= 1.2
= 0.995 INA2 *50000 PSI Lx= 5.0 IN
= 49,750 LB ,N►�� Ky= 0.80
Pao= Pno/Clc S�,olr Ly= 44.0 IN
= 49750 LB/1.77891 1 851 20368 Fy= 50 KSI
27,967 LB E= 29,500 KSI
Myield=My= Sx*Fy
= 1.139 INA3 * 50000 PSI IIf= 1.67
= 56,950IN-LB Cmx= 1.0
Max= MyAof SZONAL Cb= 1.0
56950 IN-LB/1.67 _
= 34,102 IN-LB E}CPUtES
Pcr= r7A2El/(KL)maxA2 (nc*P/Pcr)]}A-1
= TFAZ*29500000 PSI/(0.81144 IN)A2 = {1/[1-(1.78*10316 LB/260432 LB)]}A-1
- 260,432 LB I = 0.93
THUS,
(10316 LB/26630 LB) + (1*0 IN-LB)/(34102 IN-LB*0.93) = 0.39 < 1.0, OK (EQ CS-1)
(1.0316 LB/27967 LB) + (0 IN-LB/34102 IN-LB) = 0.37 < 1.0, OK (EQ C5-2)
SINCE COLUMN IS LESS THAN HALF STRESSED, IT IS OK FOR IMPACT LOADS (PER SECTION 2231.5)
II •
OCT-21-1997 11:49 MLC FX 2753050 PH 2752090 P.04
. PROJECT MITCHELL LUMBER
FOR KRAUTER STORAGE SYSTEMS
INC,
SHEET NO. A2 OF A
MATERIAL HANDLING ENGINEERING AL A. 09-09- 1 997
TEL: (909)869-0989 - FAX: (909) 860,0981 CALCULATED BY DATE
161 ATLANTIC AVENUE - POMONA - CA 91768
COLUMNY I 3X3Xl 1 GA (EXPOSED POST CHECK-OUTSIDE CANOPY)
ANALYZED PER DIV V, CHAP 22 OF THE 1994 UBC. SECTION PROPERTIES BASED ON THE EFFECTIVE SECTION.
P= 1,220 L6
M= 0 IN-LB I A
KxLx/rx = 1.2*90 IN/1.31 IN
= S2.4 (KI/r)max
KyLy/ry = 0.8134 IN/1.055 IN T.
AXIAL B
Fe= TTA2E/(KL/r)maxA2 (EQ C4.1-1)
= 42.8 KSI
Fy/Z= 25.0 KSI
SINCE, Fe > Fy/2
THEN, Fn= Fy(1-Fy/4Fe) (EQ. C4-3)
T 50 KSIT-50 KSI/(4*42.8 KSI)] SECTION PROPERTIES
= 3 5.4 KSI
Pn= Aeff*Fn (EQ C4-2) A= 3.0 IN
= 35,233 L8 B= 3.0 IN
flc= 5/3 + (3/8)*R- (1/8)*RA3 C= 0.75 IN�
1.90 t= 0.120 IN
Pa= Pn/Slc (EQ C4-1) Aeff= 0.99S INA2
= 35233 LB/1.89741497163865 Ix= 1.709 INA4
= 18,569 LB Sx= 1.139 INA3
P/Pa= 0.07 < 0.15 roc= 1.310 IN
FLEXI iy = 1.108 INA4
CHECK: P/Pa + Mx/Max < 1.33 (EQ C5-3) Sy = 0.718 INA3
ry = 1.055 IN
Pno=.Ae*Fy E, a Kx = 1.2
= 0.995 INA2 *50000 PSI ��► o Lx = 90.0 IN _
= 49,750 LB Ky 0.80
Pao= Pno/nc Lys 34,0 IN
= 49750 LB/1.89741497163865 Fy= 50 KSI
= 26,220 LB E= 7-9,500 KSI
B
Myleld=My= SxFy
= 1.139 INA3 • 50000 PSI G nf= 1.67
= 56,950 IN-LB SlONAL Cmx= 1.0
Max= My/nf C6= 1.0
= 56950IN-LB/1.67 JENYMES W12L7Y
34,102 IN-LB
Pcr= rrA2El/(KL)maxA2 Nx= {1/[1-(flc'P/Pcr)]}A-1
= TTA2*29500 KSI/(1.2*90 IN)A2 = {1/[l-(1.9-1220 LB/42647 LB)]}A-1
= 42,647 LB = 0.95 _
THUS,
(1220 LB/18569 LB) + (0 IN-LB/34102 IN-LB) = 0.05 < 1.0, OK (EQ CS-3)
SINCE COLUMN IS LESS THAN HALF STRESSED, TT IS OK FOR IMPACT LOADS (PER SECTION 2231.5)
OCT-21-1997 11:49 MLC FX 2753050 PH 2752090 P.05
PROJECT MITCHELL LUMBER
FOR KRAUTER STORAGE SYSTEMS
SHEET NO. A 3 OF m
MATERIAL HANDLING ENGINEERING AL A. 09-09- 1997
TEL: (909)669-0989 - FAX: (909)869-0981 CALCULATED BY DATE
161 ATLANTIC AVENUE • POMONA• CA 91768
DOUDLE COLUMN ANALYSIS P E T -FRAM
ANALYZED PER DIV V, CHAP 22 OF THE 1994 UBC. SECTION PROPERTIES BASED ON THE EFFEcTiVE SECTION.
TORSION 15 NOT A CONCERN FOR THE WELDED DOUBLE CHANNEL SECTION.
A
P= 15,435 LB
M= 0 IN-LB
KxLx/rx - 1.2*48 IN/1.317 IN
. = 43.7 <� (KI/r)max t
B
KyLy/ry = 0.8"44 IN/1.831 IN
AXIAL
= 19.2
Fe- TrA2E/(KUr)maxA2 (EQ C4.1-1)
= 152.2 KSI
Fy/2= 25.0 K51 D
SINCE, Fe > Fy/2
THEN, Fn= Fy(1-Fy/4Fe) (EQ. C4-3)
= SO KSI-[1-50 KSI/(4-152.2 KSI)]
45.9 KSI
Pn- Aeff*Fn (EQ C4-2)
= 99,677 LB . SECTION PROPER
(lc= 5/3 + (3/8)*R- (1/8)*RA3
= 1.81 A= 3.0 IN
Pa= Pn/(lc (EQ C4-1) B= 3,0 IN
89677 LB/1.8103229347816 C= 0.75 IN
= 49,536 LB D= 3.0 IN
P/Pa= 0.31 > 0.15 t= 0.120 IN
FLExIJRE Aeff= 16954 INA2
CHECK: P/Pa + (Cmx}Mx)/(Max*px) < 1.33 (EQ C5-1) Ix= 3.391 INA4
P/Pao+ Mx/Max 5 1.33 (EQ C5-2) Sx = 2.261 INA3
Pno- Ae*Fy rx = 1.317 IN
= 1.954 INA2*50000 PSI E• F l+' iy - 6.548 INA4
97,700 LB SQ' otI _, Sy = 2.167 INA3
Pao-_ Pno/(2c ry = 1.831 IN
= 97700 LB/1.8103229347816 Kx= 1.2
= 53,968 LB Lx = 48.0 IN
` Ky= 0.80
Myield=My= Sx*Fy �v Ly= 44.0 IN
2.261 INA3 * 50000 PSI I
= 113,050 IN-LB TONAL G Fy= 50 KSI
Max=Maxo= My/flf E= 29,500 KSI
= 113050IN-LB/1.67 Qf_- 1.67
= 67,695 IN-LB y 7, Cmx= 1.0
Pcr= TrA2EI/(KL)maxA2 Cb= 1.0
= TrA2*29500 KSI/(1.2*48 IN)A2 px= {1/[1-((lc*P/Pcr)])A-1
= 297,581 LB = I1/11-(1.81*15435 LB/297S81 LB)]IA-1
0.91
THUS,
(15435 LB/49536 LB) + (1*0 IN-LB)/(67695 IN-LB*0.91) = 0.31 < 1.33, OK (EQ C5-1)
(15435 LB/53968 LB) + (0 IN-LB/6769S IN-LB) = 0.29 < 1.33, OK (EQ C5-2)
SINCE COLUMN IS LESS THAN HALF STRESSED, fr IS OK FOR IMPACT LOADS (PER SECTION Z231.5)
TOTRL P.05
Maxtrac Radio- Dispatch
10/21/97
CH Transmit PL Receive Description
1 154.190 110.9 - 2Z 154.190 Mason County Fire
2 155.145 110.9 -2Z 155.145 LGS - Fire ground
3 153.740 110.9 -2Z 153.740 District 2
4 153.830 Open 153.830 Rednet
5 155.340 110.9 -2Z 155.340 H.E.A.R
6 154.370 110.9 - 2Z 154.370 Kitsa / 1, kc,ckcje
7 151,205 141.3 - 4A 159.255 DNR Area - Gold Mt D
8 151,415 Open 151.415 DNR Common - Simplex
9 151.295 156.7 - 5A 159.420 DNR State -Wildlife - State Parks E
10 156.135 Open 155,135 OSCOR/DOT/DEM
11 155.160 Open 155.160 Search & Rescue
12 156,800 Open 156.800 Goast Guard CH-16 - Emergency
13 153.890 131.8 - 3B 153.890 Pierce 16 CH-1
14 155,115 110.9 - 2Z 153.860 Jefferson Fire South
15 155,115 Open 1 155.115 1 Car-to-car
16 153.860 Open 153,860 Jefferson Simplex
Mason County Frequency Plan
VHF Radios-All receive channels are open PL
GENERAL TESTING LABORATORIES INC.
18970 TH1RD AVENUE NE,P.O. BOX 1586,POULSBO,WA 98370
City/County
Permit#
' CONCRETE TEST REPORT
CLIENT Mitchell Lumber REPORT NO. 1
PROJECT Belfair Warehouse PROJECT NO. B8756
CONTRACTOR Merit Construction
DATE CONCRETE SAMPLED 06/12/97 INSPECTOR Mark Robinson
CONCRETE SUPPLIER Fred Hill
LOCATION OF CONCRETE PLACEtIEP.IT Floor slab/footings_("ti,Iono!ithic Placement)
LOCATION SAMPLED Northeast corner of slab
NO. YARDS PLACED OF 36 TRUCK SAMPLED 64 TIME SAMPLED --
MIX DATA INVOICE NO. 40021307
CEMENT 5.5 SK TYPE I & I I MAX. SIZE A GGREGA TE 7/8 "
ADMIXTURES Air entrainment AMOUNT 5.5 OZ/YD
AMOUNT OZ(YD
SLUMP 5 1/2 AIR CONTENT 4.6 % CONCRETE TEMP. 70 °
REQUIRED SLUMP 4 REQUIRED AIR 5 - 7 % AIR TEMP 62 °
WEATHER Overcast
REQUIRED 28 DAY STRENGTH 3,000 PSI
COMPREHENSIVE STRENGTH TEST RESULTS
CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS
NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI)
i A 6 20.2 7 06/19/97 7 29^00
1 B of06/26/97 14 3740
1 C go07/10/97 28 3930
1 D 07/10/97 28 3880
CERTIFIED BY: DATE:
Laboratory Manager, General Testing Laboratories.:
Quality Assurance for Northwest Construction
360-779-9196
F
`F
GENERAL TESTING LABORATORIES, INC.
18970 THIRD AVENUE NE,P.O. BOX 1586,POULSBO,WA 98370
ORIGINAL city/County
Permit#
CONCRETE TEST REPORT
CLIENT Mitchell Lumber REPORT NO. 2
PROJECT Belfair Warehouse PROJECT NO. B8756
CONTRACTOR Merit Construction
DATE CONCRETE SAMPLED 06/12/97 INSPECTOR Mark Robinson
CONCRETE SUPPLIER Fred Hill
LOCA77vCN OF CONCRrcTE PLACEMEti,T Floor slab/footings (Monolit"ic Placement)
LOCATION SAMPLED Center of slab
NO. YARDS PLACED 81 OF -- TRUCK SAMPLED 64 TIME SAMPLED --
MIX DATA INVOICE NO. 40021307
CEMENT 5.5 SK TYPE I & II MAX. SIZE AGGREGATE 7/8
ADMIXTURES Air entrainment AMOUNT 5.5 OZ/YD
AMOUNT OZ(YD
SLUMP 5 1/4 AIR CONTENT 4.2 % CONCRETE TEMP. 69 °
REQUIRED SLUMP 4 REQUIRED AIR 5 - 7 % AIR TEMP 62 °
WEATHER Overcast
REQUIRED 28 DAY STRENGTH 3,000 PSI
COMPREHENSIVE STRENGTH TEST RESULTS
CYLINDER LAB DIAMETER AREA SQ. DATE AGE UNIT LOAD REMARKS
NUMBER NUMBER INCHES IN. TESTED (DAYS) (PSI)
2 A 6 28.27 06/19/97 7 2780
2 B 06/26/97 14 3240
2 C 07/10/97 28 3460
2 D 07/10/97 28 3520
CERTIFIED BY: DATE:
Laboratory Manager, General Testing Laboratories
Quality Assurance for Northwest Construction
360-779-9196
9-15-1997 11 .44AM FROM 089919724367901 P. 1
KraL ter Storage Systems' ,
. ; X
FA
3601 N. Arlington Avenue
Indianapolis, IN 46218,
®ate
Number of pages including cover she
i
To: From: Krauter St rage Systems
-Ae 6 — a+ •
T'1 I LvM e
27 T o s
Phone ' Phone (317} 542-0822
Fax Phone (800) 992-2824
CC: 4 Fax Phone (317) $42-8961
REM
I . p Urge , For your review [3 Reply ASAP p Please comment
JNGI�s�1TSGp Pa.F.�+s>E �>NE7 7P.�� A1t�LYso S o 7}1�s
r
tab vsrQ jz E jtN.r b M Y CA". � �/t:it. �' 5Z J0sWef
t.��tl-� �I �r ST�►s+�►� � Shy f�.�a-r�r�, ��o�x
F
7�1 iS SATrsmolt s -MASo> cov VrY .
l�4C C/,A C' Get 1V Svosmm-,W) A5 A 1J,7►ur/ ro
t
9-15-1997 11 :AAAM FROM 08991972A367901 P. 2
RECEIVED' � a -
PAoLIEc -MITCHELL UMBER
SEP. 15 1997 F FOR KRAUTER STORAGE SYSTEMS
INC. ;
SHIM N:�. A 1 OF
A 3
►AI1;ER STORAGE SYS IAL HANDLING ENGINEEFiNG i AL 09-09- 1997
869-M9 - F :(909)861-0961 CA4CULPTED BY DATE
161 ATLANTIC AVENUE• OMONA- qA 91768
COLUMN &NALYSI 3X3X1 GA (EXPOSEd POST CHECK-FRA E CZ)
ANALYZED PER DIV V,CHAP 22 THE 1994 UBC.SECTION PROpERTI,:_S BASED ON THE EFFECTIVE SECTION.
i
P= 10,316 LB
M- 0 IN-LB I
A
KxLx/rx= 1.2*5 IN/1.31 I
= 4.6
KyLy/ry= 0.8*44 IN/1.05 IN { [Tt
= 33.4 <___(KIr)max
AXIAL B
Fe= nA2E/(K.L/r)ma)A2 (EQ C4.1-1)
= 261.5 KSI
Fy/2- 25.0 KSI
SINCE, Fe > Fy/2
THEN, Fn= Fy(1-Fy/4Fe) (EQ.C4-�)
= 50 KSI*[1-50 K i/(4*261.51'KSI)j SECTION PR PE E
_ 47.6 KSI
Pn= Aeff*Fn (EQ C4-2). A= 3.0 IN
= 47,372 LB s B= 3.0 IN
flc= S/3 + (3/8)*R-(1/8)*RA3, C_ 0.75 IN
= 1.78 t= 0.1201N
Pa= Pn/Oc (EQ C4-1) Aeff= 0.9951NA2
= 47372 1_9/1.77�9118512Q368 Ix= 1.709 iNA4
= 26,630 LB Sx- 1.139 INA3
P/Pa$ 0.39 > 0.15 ' rx= 1.310 IN
BLE
E { iy= 1.108 INA4
CHECK: P/Pa+ (Cmx*M /(Max*/rx)}< 1.33 (EQ C5-1) Sy= 0.718 INA3
P/Pao+Mx/Ma < 1.33 (EQ CS-2) ry= 1.055 IN��
Pno= Ae*Fy = Kx= 1.2
= 0.9951NA2*50 00 PSI Lx= 5.0 IN
= 49,750 LB p �, j" Ky = 0.80
' Pao= Pnomc 54„ Ly= 44.0 IN
= 49750 L8/1.77 9118512 J368 a Fy= 50 KSI
" 97,967 LB j E= 29,50w0 KSI
Myield-My- Sx*Fy .. �+
= 1.1391NA3* 5g000 PSI { flf= 1.67
= 56,9501N-LB I O Cmx= 1.0
Max= My/fit I ONA:,,E� Cb= 1.0
= 56950 IN-LB/1. 7
34,102 IN-LB EXPIIZEs; `� ET
�Y 71,kllclPcr- rrA2EI/(KL)max 2 i "" /Pcr)][A-1
1tA2*2950000 PSV(0.8*#IN)AZ ! _ {1/[t-(1.7 *10316 LB/260432 LB)))A-1
= 260,432 LB = 0.93
THUS
(10316 LB/26 0 LB)+(j..*0 IN-LB)/(3410211II-1 B*0.93)= 0.39 < 1.0, OK (EQ C5-1)
0 03 6 LB/27907 LB) +(0 IN-LO/34�t 02 III-LB)- 0.37 < 1.0,OK (EQ.C5-2)
1
SINCE COLUMN IS LESS THAN F ALF SIRE D, rr IS OK FOR IMPACT LOADS(PER sEc rION 2231.5)
r
9-lS-1997 ll :ASAM FROM 089919724367901 P. 3
PAOQECT MITCHELL LUMBER
INC.
FO KRAUTER STORAGE SYSTEMS ".
OF
MATERIAL HANDLING^I ENGINEEWNG simiruI'O• A2 A3
TEL: (909)86M989 • F : (909)80-0981 CA4CULATED SY AL A DATE09-09- 1997
161 ATLANTIC AVENUE• IPMONA to 91768 i
=MN ANALYSIS 13X3X1 GA (EXPOSEDI PM7,r CHECK-OUT IDE CANOPY)
ANALYZED PER DIV V,CHAP 22 OF THE 199� UBC. SECTION PROpEkWcS BASED ON THEEFFECTIVE SECTION.
P= 1,220 LB
M= 0 IN-LB i }
A
KxLx/rx= 1.2*90 IN/1.31 IN
- 82.4 <---(Klkr)max
KyLy/ry= 0.8*34 IN/1.055 IN i t
25.8AXIAL I III
Io
B
Fe- stA2E/(KL/r)ma AZ (EQ C4. -1)
42.8
KSI
/ = KSI Fy 2 25.0 .
SINCE, Fe � Fy/2
THEN, Fn= Fy(i-Fy/4Fe) (EQ,C4- )
= 50 KSI*jt-50 K /(4*42.8 qS1)] gN P PERTIE
= 35.4 KSI _
Pn= Aeff*Fn (EQ C4- ) A-
I = 35,233 LB I B= 3.0 IN
Qc= 5/3 + (3/8)*R-(1/8)*RA3► C= 0.75 IN
= 1.90 t= 0.120 IN
Pa= Pn/Oc (EQ C4-1) AefF- 0.995 INA2
= 35233113/1.89 41497163865 tx= 1.709 INA4
18150 LB i Sx= 1.139 INA3
P/Pa= 0.07 1 < 0.15 rx= 1.310 IN
ELEXURE I ly- 1.108 INA4
CHECK: P/Pa+ Mx/Max 1.33 (EQ C5-3) Sy= 0.718 INA3
ry= 1.055 IN
Pno-- Ae*Fy �.. Kx= 1.2 ,
0.995 INA2*50 00 PSI Lx= 90.0 IN
= 49,750 LB 4+a Ky= 0.80
Pao= Pno/f2c Ly v 34.0!N
= 497S0 1-8/1.89 41497163865 Fy= 50 KSI
= 26,220 L8 a E= 29,500 KSI
Myield=My= Sx*Fy
1.139 INA3` 50000 PSI 'sfC'IdAL Of- 1.67
- 56,9501N-LB ' Cmx= 1.0
Max= My/f2f I -� Cb= 1.0
= 569501N-LB/1.67 _-
= 34,102 IN-LB
Pcr= TtA2EV(KL)max I2 i ux= (1/[t-(flc* /Pcr)]}A-1
- nA2*29500 KSW(1.2*9 0 1POA2 _ (1/11-(1.9 220 1-8/42647 LB)IIA-1
= 42,647 LB = 0.95
THUS,
(12 0 LB/18568 LB) +(0 IN 02 IN-LB) = 0.05 < 1.0, OK (EQ CS-3)
SINCE COLUMN IS LESS THAN 1 fiALF STRESSED, rr IS OK FOR IMPACT LOADS(PER SEC rION 2231.5)
- I
i
9-15-1997 11 =46AM FROM 0899197243G7901 P_ A
' PR�JI'CT
MITCHELL UMBER
i F0 KRAUTER TGRAGE SYSTEMS
INC A 3 A3
MATERNDLINGi ENGINI:EF�NG SH�E7 tv��
IAL iiA AL A 09-09- 1997
TEL;(909)869.0989 • F (909)66"981 CA4CUI ATED BY DATE
161 ATLANTIC AVENUE• MOMONA• A 91768
MOLL OWN ANAL�515 MMED POST CQQL(-FRAME
ANALYZED PER DIV V, CHAP 22 QF THE 1994 UBC. SECTION PRO�EiTIPS BASED ON THE EFFECTIVE SECTION.
TORSION IS NOT A CONCERN FOI THE WELDED DOUBLE CHANNE�SECTION.
A
P= 15,435 LB
M- 0 IN-LB
KxLx/rx= 1.2*48 IN/1.31 1N g
= 43.7 (KI/r)max t1
KyLy/ry= 0.8*44 IN/1.8311 IN B
19.2
MIAL
Fe- uA2E/(KL/r)maxA2 (EQ C4.1-1).
= 152.2 KSI
Fy/Z= 25.0 KSI t2
SINCE, Fe > Fy/2 D
THEN, Fn- Fy(1-Fy/4Fc) j (EQ. C4-l)
= SO KSIT-50 KIV(4*152.2aKSI)]
= 45.9 KSI
Pn= Aeff*Fn (EQ C4 )
= 89,677 LB ! SECTION.PROPERTIES
f2c= 5/3 + (3/8)*R-:(1/�)*RA3 r
= 1.81 A, 3.0 IN
Pa=. Pn/fic (EQ C4-1) 6= 3.0 IN
= 89677 LB/1.8193229347816 C- 0.75 IN
= 49,536 LB D= 3.0 IN
P/Pa= 0.31 > 0.15 t= 0.120 IN
FLEXURE Aeff= 1.954 IN^2
CHECK: P/Pa+(Cmx* /(Max*yx)5 1.33 (EQ C5-)) Ix= 3.391 INA4
P/Pao+ mx/max:5 1,33 i (EQ CS-2) Sx= 2.261 INA3
Pno= Ae*Fy I rx= 1.317 IN _
= 1.954 IN^2*50Q00 PSI 1 S. ly= 6.548 IN^4 _
= 97,700 LB I �Q°,�f _ s� Sy= 2.167 INA3
Pao= Pno/fic I I Fw ry= 1.831 IN
= 97700'LB/1.8103229347616 Kx= 1.2
= 53,968 LB I-x= 48.0 IN
Myieid=My= Sx*Fy j > Ky 0.80
= 2.261 INA3 *Sg000 PSI # ' Ly= 44.0 IN
= 113,050 IN-LI IvAL `G Fy- 50 KSI
Max=Maxo= My/of I h Ee 29,500 KSI
= 1130501N-LB/1.67 ( Qf- 1.67
= 67,695 IN-1-8 i `S Cmx= 1.0
Pcr= hA2EI/(KL)maxt2 Cb= 1.0
_ .rtA2*29500 KSq(1.2*4811�A2 I px= {1/[1-(i2c* /Pcr)]}^-1
297,581 LB j _ ;1/[1-(1.81* 5435 LB/297581 LB)]IA-1
0.91
THUS,
(15435 LB/495,"36 LB)+(f*O IN-LB)/(676951 Lay.91)= 0.31 < 1.33, OK (EQ C5-1)
(15435 LB/539"LS)+(0 IN-L8/67 9511°J-LB) 0.29 < 1.33,OK (EQ CS-2)
SINCE COLUMN IS LESS THAN I ALF STREISED, IT IS OK FOR I PACT LOADS(PER SEC fION 2231.5)
r
Permit No.
MASON COUNTY
BUILDING PERMIT APPLICATION .
I
426 W. Cedar/P.O. Box 186, Shelton, WA 98584 427-9670/1-800-562-5628 q�dal
(Calling From: Seattle 464-6968, Belfair 275-4467, Elma 482-5269)
PLEASE PRINT V
#1 Owner_ Phone#_ 360
ite Address_ !rC- a-3 P. Fire District# .
City
St (A." ZIP g�
Oirections to Job Site A 1 ram({ ,L N,t 2 cc>
3 en-e EeN o �'> Reek—l-AI F rcE fknJ t7
Owner Mailing Address
City t3EL c� St U-�4 Zip
LienlTitle Holder
Address '
City
i.�.
St Zip
42 Contractor Name cz> p'cT Contractor Reg#
Address Expiration Date
13 Cit)r St Zip Phone#
#3 If septic is•located on project site, include records.
Connect to Septic?j p ✓ Public Water Supply ✓ Well
,i,
,J Connect to Sewer System? Name of System �`��'r a �g�
11, (If resldential,'proof of potable water is required)
See- a 6�<"
P H PS
arc I No`� . �1LT1-1 ��I�>
LegaLDescription
inBulldmg'Square Footage: PLe22s4�+�:►a:
2nd FI &F y 3rd FI Loft
Basement
#bathrooms Deck
#,Bedrooms Other av�r2tf�n•G
Garage Carport Circle:Attach
( Attached or Detached )
f
tU vof building. 8ui�t� n.�G m 4-r--� Describe work
3 u d 4'l1"1 i t 1
of Job New. .. Add ., Alt Repair Other S7z>( E Su
s� 8 .` � MOBILE/IVI UFACTURED HOME;INF_,ORWATION
� ModeLaYear' Y Make Model
,Length_Width Serial No
=��y #Bed rooms ` #Bathroo :Type of Heat
Purchase�e$
r ..
' , Sri , "'lndlc4te by circling.the applicable source;If any.water is on or adjacent to subject property: 5�
1 River Pond Creek•'Stream Wetland Lake, Marsh Saltwater Seasonal Runoff Other
�,
I
Show following on the site plan
Lot Dimensions Fences
Existing Structures
Existing
Structure Setbacks Shorelines'
Water Lines- Topography
Drainage Plan Wells
Septic Systems Easements
Proposed Improvements
Name of Side.Street ' Indicate Directional by (N, S, E, W)
Name of Fronting Street in relation to plot plan
APPLICANT TO DRAW SITE PLAN BELOW
5eQ g
a All PLICANTTO.DRAW TO PROFILE BELOW
c r
l
r
_,t.
�r
Plumbing Fixtures ( 3 35 each Fee Mechanical Fixtures ($6 75 each)
No. Toilets
CIRCLE FUEL TYPE: Gas, Electric,
—Bath Basins Heatpump, Other
�3
—Bath Tubs No. Uni E
_Showers — Furn BTU i
Hot Water Htr
Heatpumps
—Laundry Washer Vent Systems
ti
_Sinks — Spot Vent Fans
—Floor Drains No. Boilers/Compressors
—Laundry Basins — HP
—Dishwasher No. Air Handling Units
—Disposal cfm#
—Urinals No. Fire Protection Systems
_Other �C Auto. Fire Alarm Sys 50.0, i
1
Fixed Fire Supp. Sys 50.00
Permit Basic Fee 16.75 Auto Fire Sp rink Sys 35.00
TOTAL PLUMBING $ No. Other
Gas Outlets
Wood, Gas, Pellet Stove
NOTICE: THIS PERMIT BECOMES NULL AND VOID IF
WORK OR CONSTRUCTION AUTHORIZED IS NOT COM-
MENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR Permit Basic Fee 16.75
WORK IS SUSPENDED OR ABANDONED FOR A PERIOD
OF-180 DAYS At ANY TIME AFTER WORK IS COM- TOTAL MECHANICAL $ lar
MENCED. PROOF OF CONTINUATION OF WORK IS BY
MEANS OF A PROGRESS INSPECTION.'
OWNERS AFFIDAVIT CONTRACTORS AFFIDAVIT
I CERTIFY THAT I AM EXEMPT FROM THE REQUIRE- I CERTIFY THAT I AM A CURRENTLY REGISTERED
MENTS OF THE CONTRACTORS REGISTRATION LAW CONTRACTOR IN THE STATE OF WASHINGTON AND I
RCW 18.27, AND AM AWARE OF THE MASON COUNTY AM AWARE OFTHE ORDINANCE REQUIREMENTS REGU-
ORDINANCE REQUIREMENTS FOR WHICH THIS PER- LATING THE WORK FOR WHICH THE PERMIT IS ISSUED
MIT,IS'ISSUED AND THAT ALL WORK DONE WILL BE IN AND ALL WORK DONE WILL BE IN CONFORMANCE
CONFORMANCE THEREWITH:'NO CHANGES SHALL BE THEREWITH. NO CHANGES SHALL BE MADE WITHOUT
MADE WITHOUT FIRST.OBTAINING APPROVAL„FROM FIRST OBTAINING APPROVAL FROM THE BUILDING
THE BUILDING.DEPARTMENT. ' DEPARTMENT.
X OWNER. X BY
DATE DATE
_ y
4.k *s.- i ,•i 5t ss a s ry F Ser y . f 3 4 q: NF Wf YRS,.' fa vve, r
2:%ii.e.a.a','s.z3r1.�`.;z.,i�w`t..i.nniS;�A^.ww...;w;spa;S;ils,"..cw»"3rauw."e,r..o-G:r"3.,ua„ak<.vz..xa:�z..sz.Est,.wa.....Y:s3.sxoxo,..usrsia:Ga.t.ve.,,:�.„az ',,.w;�,:�i h ��'�.t '���;Mk ...•�a
DEPARTMENTAL REVIEW
FOR OFFICE USE ONLY
Approved Cond. fiold
Approval
Planning: a
Environmental Health:
Building Plan Review kx-
co-i2--1 7
Occupancy Group: S-` Type of ConstrM::- N
Fire Marshal:
Other:
Special Conditions: FEES
Building PermitZAA
00
— Plan Check - /6 5 , 3
74 a to x �� ��3 Plumbing Fee
Mechanical Fee
Wood/Gas/Pellet Stove
Radon Monitor
Violation Fee
Site Inspection
Building State Fee
Other
Other
Building Valuation: �- � /lv10 TOTAL FEE
From:KC To:Jeff Date:10121/97 Time:09:16:50 Page 1 of 1
October 21, 1997
TO: Mitchell Lumber
RE: Insulation
This is to certify that the insulation material used for the referenced property
has a flamespread of 25 or less and that the packages when shipped to the
site bore the U.L. label. (Certification from either the architect, contractor,
distributor or supplier is acceptable).
J.T Johnson
7820 South 200th St.
Kent, Washington 98032
(253) 872-4100
CI
1 7
10-20-1997 10:01AM FROM 089919724367901 P. 2
L
)NC.
IATMA L HANDLING EN GTIWERING
E$T.aS65 i
TEL (909) 969 - 0989 FAX: (909) 869 - 0991
kX
14:TTAL'RAMS
COMPANY KEAUTER STORAGEY S DATE: OCTOBER07, 1997
ATTENTION: C RIS KJXAUTER FAX: 317-542-8961
NUN ZER -OF PAGES: _ ( OVER PAGE INCL. TELEPHONE: 317-542-0822
i
SUBJECT: MITCHELL L MBER ' (#97-03I.9)
MEMO
TO WHOM iT MAY CO Eft�I,
THE PLATFORWDECK FOR{ PROJECT, ORI+JINALLY SPEC'D OUT AT A
.LIVE,,LOAD OF 50 PSF AN SA�MY MAINTAIN LOADING OF UP TO 100 PSF. A
I
�ONNCENTRA'T ED LOAD OF 343 ELB CAN MAINTAINED BY THE BAR GRAnNG ALB
'MAINTAINING DEFLE OI�I RE�UIREMEfi'T5. TIFF SLAB ANb SOTi.ARE ALSO
I f
'ADEQUATE IN SUSTAINING TH 100 PSF PLATFO'1K LOAD.
�►ti FA
g CMS
BY: AL AgOL
ILI
161.Atlantic Stan omom California 917668 Contractors License NO. 6e374
10-20-1997 10.01AM FROM 08991972d3G7901 P. 1
G i
1
:CUTER STO GE YSTEMS
i
Di imofl{raute n�L Cu., E W 1964
3501 NORTH ARI.Q�1G'I�ON AVENUE, )IAN.4POIdS,IN 46,18
TELEPHONE:C31 •TE FAX(317)50WI
US.A A7S:1
I
October 20, 1997
I
F. 1
Project: Mitc
hell LWU,, x
Belfair, Wasbin9tcn
Subject- C.ar'if icatl
Regarding the questio w by t building i ngop ::t?r cutlined in a' facsi Tr'L e
dated Ocher 6, 1997!:
I. Me slab and sbil capacity is adequaL4 for supporting
the 100 psf form lad. Refer to aie rg= submitted
by the struct erg' 4 r (item f AS)
2. End 'view 2, t A-1 { a detail of tle gable end truss
attachment to �n en�This detail ::s accurate. How�v r,
the area cited on the end view is not tt.is detail. it is
simlar but th a detail-shown should adtuc-aly reference the
adjacent post cn the e> d view. Refer;to,the item rB' for
clarification.
3. End view ld
3 Of� t A-1 icts girt leati.c�ns. 'die is the
cslly sine ' Igl bui U19 that regained -6" 'S' girts. A
note to the left of tho end view ccnfin% this.
4_ Elevation 44, stet A-1�depicts girt lga.Xt:i Qz1s. Mle field
change using wbod atthe uppermost location is
satisfactory_ i See the maw submitted.:4r .the structural
engineer regairi ng t..hg;alteration (item 'C'') .
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MATEMALHANDLING 'iF,�INEERING
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DATE: OCTOBER 15, 1997
ATTENTION: PAR N G. FAX: 317-542-8961
NUMBER OF PAGES: 1 (COVER PAGE IINICL)TELEPHONE: 800-992-2824
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SUBJECT: MITCHELL LIMBER( .97-0319)
MEMO)
TO WHOM IT MAY.CONCER N, f
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THE REVISED GIRT SYSTEM CONSI NG-OF DOUBLE b.4 LUMBER REPLACING THE STEEL.GIRTS IS
SATISFACTORY UNDER ST TIC �AN WIND LOAD._ ,�; NS. PLEASE FEII.FREE TO CALL IF YOU
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