HomeMy WebLinkAboutBLD2006-01416 Final Garage - BLD Permit / Conditions - 8/9/2006 T
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MASON COUNTY PERMIT NO.
BUILDING PERMIT APPLICATION
426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner F�'`�` Company Name
Mailing,Address Mailing Address -
City ` State V Zip Code I City State Zip Code'F
Phone Other Ph. Phone Other Ph.
Lien/Title Holder- Contractor Reg. # �,: Exp.
E mail address E Mail Address
Drivers Lic.# DOB Drivers Lic. #r DOB
SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic
Connect to Water System Name of Water System
Well Sewer System Name of Sewer System
PARCEL INFORMATION- 12 Digit Parcel No. !.• " ) .? Fire District ' '
Legal Description
Site Address (Please include street name, street number and city)
it I -
Directions to site
Will timber be cut and sold in parcel.preparation'?Yes/Nbo
Is property within 200' of Saltwater _Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?
TYPE OF JOB:'-,New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ,
Use of Building Describe Work -,!," (' `` ` 11
No. of Bedrooms No. of Bathrooms Square Footage- 1 st Floor 2nd Floor
3rd Floor Basement Deck Covered Deck Other Sq. ft.
Garage I Attached Detached Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make Model Year
Length Width Serial No. f° ` �` `iu No. of Bedrooms No. of Bathrooms
44
Type of Heat Purchase Price$ Replacement Unit? Yes/ No
Installer Name ` Certification No.
OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or the contractor. I further declare
that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all
the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work
proposed in_the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or
agent on owners behalf, represents that the information provided is accurate and grants employees of Mason County access to the above
described property and structm)e for review and inspection. This permit/application becomes null & void if work or authorized construction is
not comnlerfce4mit,h in 180 ays or if cons trict'yyoon work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY
MEANS OFA PROGRESS INSPECTION.INACrTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
X �:; n 4�._ f, a Date. '
Owner?`Owners lRe reserjfative/Contractor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: >)`,.. n ?,. Date
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department -
Planning Department
Environmental Health Department ,:
Fire Marshal T `
FEES
Building Permit Fee ��` Site Inspection
Plan Review Fee EH Review Fee
Plumbing & Base Fee `- fiY Planninq Review Fee
Mechanical & Base fee p Other
Wood /Gas/ Pellet Stove Fee `-- State Fee
Violation Fee Pre-Paid at Submittal
Valuation $ TOTAL FEES
MASON COUNTY PERMIT NO.
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W. Cedar• P.O. Box 186, Shelton,WA 98584
? P, Shelton (360) 427-9670• Belfair(360) 275-4467• Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION -, - CONTRACTOR INFORMATION
Owner I-L t -,.r- ' ' Company Name
Mailing Address -10> , 4 3 Mailing Address
City ! .��i� 3 'y A State It��t! Zip Code City Mate Zip Code
Phone 7ko ° �" F1 .` `L Other Ph. Phone Other Ph.
Lien/Title Holder Contractor Reg.4 Exp.
E mail address E Mail Address
Drivers Lic.# DOB Drivers Lic.# DOB
SEPTIC INFORMATION - Connect to New Septic Existing Septic. �+ Connect to Sewer System
Name of Sewer System
PARCEL INFORMATION - 12 Digit Parcel No. ` , r ?, -n Fire District
Legal DescriptionUv1arl ILLY-)iLr'4 A; -i 1 1i "'i, ' P , r,t k° _ 3 d rn rt
Site Address (Please include street name, street number and city) °" r t L U a4i'
Directions to site
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
TYPE OF JOB - New 'K Add Alt Repair Other Use of Building
Location of Fixtures/Units - 1st Floor 2nd Floor Basement Garage X Closet
PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS
Type of Fixture No. of Fixtures Fees Fuel Type:Electric LPCz— Natural Gas Heat Pump_
Toilets Type of Unit No. of Units Fees
Bathroom Sink Furnace
Bath Tubs Heatpumps
Showers Spot Vent Fan
Water Heater Propane Tank
Clothes Washer Gas Outlets
Kithen Sinks Wood/Gas/Pellet Stove
Dishwasher Kitchen Exhaust Hood
Hosebibs Dryer Vent
Other Other
Base Fee Base Fee
TOTAL PLUMBING_` TOTAL MECHANICAL
—
OWVER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of
such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this
permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is
required from any easement holder or any other parry in interest regarding this application or the work proposed in the application,I have obtained
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
PROOF OFNTINU TION F WORK IS BY MEANS OF A PROGRESS INSPECTION.
r
X Date:
Owner-POwners Representative/Contractor (indicate which one)
FOR OFFICIAL USE BEYONDTHIS POINT
Accepted by: `k t�ianning Pd Ck# Date Bld Pd Receipt No.
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Occ Group-Type Constr.
Planning Department
Environmental Health Department
FEES
Plumbing & Base Fee Site Inspection
Mechanical & Base fee a UFC Plan Review Fee
Wood/Gas/Pellet Stove Fee Other
Violation Fee TOTAL FEES
PERMIT NO.
MASON COUNTY
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W. Cedar- P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670-Belfair(360) 275-4467- Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Company Name
Mailing Address "" _ Mailing Address
City ; 4: I,, State ; Zip Code�' 7. City -State Zip Code
Phone WL, ° .,,' to Other Ph. Phone Other Ph.
Lien/Title Holder Contractor Reg.4 Exp.
E mail address E Mail Address
Drivers Lic.# DOB Drivers Lic.# DOB
SEPTIC INFORMATION - Connect to New Septic Existing Septic. � Connect to Sewer System
Name of Sewer System
PARCEL INFORMATION - 12 Digit Parcel No. - . _" ''" -` ' 6 Fire District ``
L L
Legal Description Site Address (Please include street name, street number and city)
Directions to site
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
TYPE OF JOB - New `,, Add Alt Repair Other Use of Building
Location of Fixtures/Units - 1 st Floor 2nd Floor Basement Garage ^ Closet
PLUMBING FIXTURES (Show Number of each) MECHANICAL UNITS
Type of Fixture No. of Fixtures Fees Fuel Type:Electric__ LPCL_ Natural Gas_ Heat Pump_
Toilets Type of Unit No. of Units Fees
Bathroom Sink Furnace
Bath Tubs Heatpumps
Showers Spot Vent Fan
Water Heater Propane Tank
Clothes Washer Gas Outlets
Kithen Sinks Wood/Gas/Pellet Stove
Dishwasher Kitchen Exhaust Hood
Hosebibs Dryer Vent
Other Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
OVVNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.Acknowledgement of
such is by signature below.I declare that I am the owner,owners legal representative,or the contractor.I further declare that I am entitled to receive this
permit and to do the work as proposed in the application.I declare that I have obtained the permission from all the necessary parties.If permission is
required from any easement holder or any other party in interest regarding this application or the work proposed in the application,I have obtained
permission from them to apply for this permit and conduct the work proposed. The owner or agent on owners behalf,represents that the information
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
PROOF OF;PQNTINU/#-ION,QF WORK IS BY MEANS OF A PROGRESS INSPECTION.
r. r_l
.r,
X %.. Date:
Owner. wners Representative/Contractor (indicate which one)
FOR OFFICIAL USE BEYONDTHIS POINT
Accepted by: Planning Pd Ck# Date Bid Pd Receipt No.
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Occ Group-Type Constr.
Planning Department
Environmental Health Department
FEES
Plumbing & Base Fee Site Inspection
Mechanical & Base fee UFC Plan Review Fee
Wood/Gas/Pellet Stove Fee Other
Violation Fee TOTAL FEES
l••rwvta �,V ulv 1 x 1c,M WENTIAL PLANS SUBMITTAL CHECKLIST
Owner's Name• t L-(� L_ Date: l r Reviewed By.% (-
Documents:j
� fding Pamit Application Completed '
/ Intake Checkbst Completed,
ate plan includes:Allowable.building area,roof overhangs,decks,etc.
"Apparatus Access Road info requir+cd? Y No. "'
' tr4l3wU Code Application Dorm-O Eectric wall heater O Electric ewtril fi mm O UG Furnace
O Heat pump with elocuk finnux O Heat pump wm Lp0 fi mo* O Bona(heat-typo
. ,� O Other:Spccafp: --
adaaaicaVPbunb' Applicadion-WATBR HBATBI $�38L TYPE
E*Xaing? Yes (Need 2 sots of calmladoas)No (3cgtoshnical report or assossmma Yes No
Snow Load: Seismic Zone(circle oa�-_D for•D2
COW
COMFLBTB SBTSS f
P phod Scale .ws _Dross S
'on plan _�f Fruning place �lan—Use of rooms now(alt floor levels)
Plan-all flooelcvds rcpmimIcd? Lok ctalvlshaoe,etc.
• . �v' Framing p1;n,including cova+ed,porch framing
PJan
truss ky-art may be truss Qe`sBck fi�aaod? X
-- fiamimr Floor jo Floocbcams:
iadoWUa&mmadmdonplans: Typicalfader:
.�Foaodation:footing site,reinforeon a t
Walls-Does Canto Will Height Banned 97(E tgfncu(ng my be regdmd)
L�-'•�.i�dings at all exits? Less than 3r above gnde�Y H
ll-;�MaW-By.Furnace•LocaKoa ofAVWX ee
• land-to"Iafotmation Shown-hurl IypcJ LoQatlon(s):
• Sizes iviulood on Flaaa -
Braccd wall panels(shear walls)madood on plant or lateral engancerw (Plans racy not be appr*W4 00(P OVI&P
t_)14-story amP? (&ZMea+9AMY be requ&4 R6MI0.1,1"storyofa two-storyDl-45Ya D2-55%
COS: ,
BNC3IIdBffitIIdCi REQUlRBIa:' � • .
Braood wall panel&raced W;U Um are not madood on plans(R602.10)
Amotinfand location of>radng'docs notmxtminImma requirod iaMURM10.1
hIURBC3ULARBUII.DINQS(IU. ' uMah-.)k391-1
Ixrotularporuons of stru°#ball bo .49,w �wim a s gip . Aportionof abvUft sbaU1
sonsidatd to be imgular 44 o r va-¢ moraordo following conditions occar:
1)Exterior braeod wall 1ia.: BWP cantilevered or offset by more thaw 4'
2)Roof or floor is not=0ppor<_tod off all edges
?A)Portion of roof or floor Cdend than 6 ft.beyond the brucd wall lino.
3)Bid of BWP cam&MOM than 1 ft,over an opening more therm 8 R in width below.
4)Opening in a floor or.roof exceed t}u'lcarer of 12 B,or 500%of rho least floor or roof dimension.
5)portions of floor 1evc1 are offset veitically
6)Shm wall linos do not occur in two papondicular directions.
7)Whon a story above grade is includes masonry or ootucoto construction(=c:fireplaces,ebinmys,u d'vonoer).
When dais applies the cadre story shall be dosipa In accordance with accepted wgiaoering practice.
DMIGH CRITERIA:Wind 85 mph cxp B(unless proven otherwise), Seismic Zoner Snow: psf
2003 MC Plans=bmi W ctucuist.st"Mcam
Mason County Permit Assistance Center
Planning Intake Checklist
Owners e: Date:
i ( b Reviewed By:
Project: 1 ,r
Commercial Development: YE Comments:
Planner: GBM TSC CMM PBC RDH
Site Plan:
,"orth Arrow _
operty Dimensions: X 3,
-a'Streets and Driveways Shown. Road name: f r1
--All Existing Structures shown with setbacks
Septic and Drain-field Shown with setbacks ,
t_Lv—Xentify all surface war r(st
7s,ponds,shoreline,wetlands,etc.) �C yL�
—Topography(slopes) ,
v Proposed Structure Setbacks(Direction/Setback):
F: S / P S R:M/ L $L b /`.� J S2: / Z
�t �ility and Drainage Easements: Yes (No �if yes enter condition#5022)
a-'Oth�asements
a— ccessory Appurtenances
o County Access Permit Needed(add condition#0010)
��.Sftte Access Permit Needed(add condition#0020)
Standard Conditions to be added to all Building permits that planning reviews:#5019 and#0700
Are there any impedimeits that pay restrict access to your site? (dogs/gates)
Shoreline and Planning Info
Setbacks: Shoreline: 1"V- Slope: 1.
Shoreline Designation: Comprehensive Plan: Rural Zoning:
" t Applicable ❑ Agricultural 0 RR 2.5 5 10 20
❑ Urban 0 In-holding 0 RMF
❑ Rural 0 LTCFL 0 RC 1 2 3
O Conservancy p R1
❑ Natural RACj' 0 RNR
❑ Unknown Rom-Hamlet 0 RT
❑ Urban.Growth Area 0 MPR
0 Unkn Unknown
Water Body(type of water if unnamed): . kA _
SEPA: Yes No nknow#
Flood Plain: YES NO ovxm Map#
Aquifer Recharge: YES NO nknorvvn Map#
Tags/Cases:
RLC/SPI Case: - ��_ ') 6-Year Dev. Moratorium: YES
Eagle Nest Tag: YES—� Other YES O�
Addressing: Check box if needed 0 Reviewed by: `ati'�
Revised: 11-01-2005 1APLANNINGTACTLANNING INTAKE
1
Request To Revise An Approved Plan
Permit Number: BLD200-1P---_d�a--�_'Name_
Parcel Number - 5 _53�21 Phone Number daytime (--Nee) ) 898 to
Project Address jEd E Auhn ,Ave- Mailing Address-?.n
U nio r) I. A ge69a U n i o rn t i_JA R859 a
Please provide a complete,detailed description�the proposed revisions to the approved plans: .
D (�
• S 6'_ (U�
Are two sets of the revised plans or addendum indicating the changes included? lia/Yes ❑ No
Are the approved site plans included? i1"Yes ❑ No
Are the.revisions clearly and accurately identified on the plans or addendum? 19"Yes ❑ No
Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes a-fio
If Yes,Has the engineer or architect approved this revision? ❑ Y ❑ No
Is a stamped and signed approval included with this request? [ 'Yes ❑ No
Mote:No struch,rai chances to a"designed"plan will be roved without the written consent of the engineer and/or architect of record 1
Does the proposed revision modify the footprint or location of the structure? ar Yes ❑ No
If Yes,Is a revised site plan,.with all new setback dimensions included with this request?
ti?tes ❑ No
Additional Information:
Applicant's signature Date:
office use only Received by
Date Sent Assigned To Approved By Date
B. Original Valuation: $
Additional Valuation: $
P.
�y- Sq,Ft. x$ $
' Sq.Ft. x$ S
E.H. / Total New Valuation S
P.W. Additional Fees:
Additional Planning Dept. $
Additional Plan Review $
New Setbacks: Front / Rear / Additional Building Permit $
Sidel. / Sido2 / Additional Plumbing $
Additional Conditions/Comments: Additional Mechanical $
Additional E.H.Dept. $
Other $
Total Amount Due: $
Amount To Be Paid Up-Front$
Rvdmd sac W2V=
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4-ao�Go.L�Caw�-
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SA-rP-QA-
'L07 LAN] PLAN PLOT REVISION
IVED
DATE___
57�-5-3 oa :. r A i L
. 53 "43 1 - 2S- _
Joycelyn Johnson : - � r :t_ a1 ?_._
Certified Designer o 101 2a' 30' 4a�
Septic Systems _
FROM,,;' FAX NO. Dec. 25 2003 10:05AM P1
1 ha Steel Building, Inc.
To: ��gr�irrr
From:
Date:
Subject: �l�s
� T �2-.cc) LD
i
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a I e'/Ci-e_
4
FROM FAX NO. Nov. 22 2006 12:09PM P1
Alpha Engineering
civil•s -C"o 'hWcW
12701 111th AVE
.PuyW&q%'WA 983 4
(253)$40-3399
. b s
rje
kc
U)i'?h 236.lL
FROM FAX NO. Nov. 22 2006 12:09PM P2
GEORGE GERGM P.E.
CIVLT-STRUCTURAL-GEpTIECHMCAL
12701 111 th Ave B
Puyallup, Wa 98374
(253)940-3399
-P- FN
Nov 19,2006
Mr. Bob Smith,President
Alpha Steel Buildings
Enumclaw,WA
Re. New pole building located at 1.81 Koehn St,Union,WA 98592,Mason County.
Owner.Allan Pierce
Dear Mr. Smith:
At.your request,this letter is to address the subject pole building.
PURPOSE OYLETTER
This.letter is a follow—up to the letter dated Nov 08,2006.This letter is based-on a
contact with Mason County to contact the inspector,Mr. Kelly-based-on his inspection
letter.We eontac W Mr. Kelly and discussed the site condition,his observation alter thei
continuous heavy rains.The following details this discussion and some recommendation
to address.the findings.
*MDWGS AND CONCLUSIONS
In the discussion with Mr. Kelly,we understood he visited the site post the heavy rains
that continued heavily for long and extended period We understood that the piers were i
excavated to an average of fora'feet and sometimes wider.'After the rain the over
excavated backfdled areas settled about two inches.Also-as informed by Mr.Kelly,that
the soil has traveled and covered the graveled piers.
'Our previous letter considered about three feet of over excavation,therefore we
recommend the following.
a)Compacting the filled areas utilizing 4 vibratory plate compactor or any other
adequate machinery. We believe that the descnbed machine is most adequate due to
the small size of the ailed areas.
b) Install the previously recommended steel reinforcement. Due to the larger sire of the
excavation,the steel to be at ten inches on center,both direction,and to extend a
minimum of six inches beyond the fill,as shown_
c) It is recommended to expose the covered gravel piers.
i
FROM FAX NO. Nov. 22 2006 12:10PM P3
Alpha Steel Buildings
Page 2
Alban Pierce
Based on the'above,it appeals that the concrete slab may be over'four inches thick in
some areas. If exceeds.six inches we recommend#4 bars.
We note that,as understood and previously mentioned,the piers were excavated to a very
solid ground.This letter is the address the areas of fill located inside the building. The
slab on grade is cosmetic and would have negligent effect on the structure
Should you have any questions regarding the content of this report,please cowAct George
Gergis at the above address.
Sincerely,
�.C6
�o
FROM FAX NO. Nov. 22 2006 12: 11PM P4
GEORGE GERGM P.E,
CrVIIsPuCiv ;
CWUCAL
1-2701 111th Ave E
PuyaUM Wa 98374
(253)840-3398
-511 zz:�-r 3
AL`"4A STD L.. 3L1�c�
AUA
A l5a•r -
• �.t51rSr C'rKSY�ed--r..�cJ� --
C��•�r 1�,aa�l Tv Sal:c� 1�a uh C` • - �
j a
3 rd^Q G E-Wt�y_
p '
Cu r lvt. o v cY B%(Ca.V a\
e ` En��u, eJ
0n
11/22/2006 12:12 FAX 360 427 7798 MASON CO PERMIT CTR Q 001
RX REPORT
*�:kacxc��cxc�&�k�Scxc�6�6*��8�akak
RECEPTION OK
TX/RX NO 9992
CONNECTION TEL
CONNECTION ID
ST. TIME 11/22 12:08
USAGE T 03'39
PGS. 4
RESULT OK
FROM FAX NO. Nov. 30 2006 11.05AM P1
GEORGE GERGIS,P. E.
CiVII.-STRUCTUkAL1GEOTECF MCAL
1270I 111 th Ave E
Puyallup,Wa 98374
(253)940-3399.
Nov 28,2006
Ms. Debra Crocker
Mason County
Building Department
Re: New pole building located at 181 Kouhn St, Union,WA 98592,Mason County.
Owner. Allan Pierce
Dear Ms. Crocker:
At your request,this letter is to address the subject pole building as per our recent phone
conversation.
PURPOSE OF LETTER
A previous letter dated Nov 19,2006,has been presented to address the over excavation
sii�oasv%ding tlw rime of the lulilding As,understrmwL The County has asked fora.
compaction test to these areas..
This mentioned letter has specified a compaction of the ruled areas with a plated
Vibratory wmV4L;tur.Tfwl wus clue w
tv dpo all width ul'iu tuczrs,abvact uoc-��rot -
width. in addition;the letter specified reinforcement installation for the same areas. The
steel placement to be in both directions,covers all the graveled piers,the filled area
around,and beyond. The purpose was to connect and bridge over the small width filled
areas. Also recommended was not to add more site soils but to fill with concrete during
the slab pour. The reinforced bridging was to provide the needed concrete strength to
accommodate and differential settlements,if any. It is also to distribute the loads to the
solid areas.
The compaction test,is a presentation to randomly selected areas. We believe that
utilizing the reinforcement,as specified,is a.better way to address the issue for the
following reasons:
1- The piers were dug to a very dense ground and therefore the graveled piers are
stable for bridging.
2- The-width of the over excavated areas is small and utilizing vibratory equipment
will be adequately sufficient for acceptable results
3- The very wet period did not result in any movement in the structure poles and
therefore the structure is on solid ground. Some settlements occurred in the filled
FROM FAX NO. Nov. 30 2006 11:06AM P2
11./2S/06
Alpha Steel Buildings
Page 2
Allah fierce:
areas only.
4- The reinforcement will support any possibility of differential settlements in the
slab,although unlikely.
5- The building is enclosed with protects the interior side. As per any other structure,
we recomunend a well drainage system.The roof gutters and downspouts to be
diverted and disposed in an area far and lower than the building finish floor. As
understood,this has been already planned by the owner and to be confirmed by the
county.
Although a compaction test is conventionally utilized,by comparison,for this site and
based on the affected areas and the founded conditions,the steel placement,in our;
opinion, is the best requirement to address the slab on grade.
Should you have any questions regarding the content of this report,please contact George
Gergis at the above address.
Sincerely,
Geor F W
ONAI. V,
FROM .: FAX NO. Dec. 25 2003 10:05AM P2
FROM FAX N0. : Nov. 10 20OG 05:522PM Pi
GEORGE GERGl&P. E.
rrvn,. rAL
12701 111 th Ave E
PWOup,Wa 98374
(253)840-•3398
106
I& Bob&noA%President
Alpha Steel Buildings
Bnumolaw,WA
Re: Now pole building located at 181 Kouhn St.Union.'WA 99592,Mason County.
Owner:Allan PW=
Dear Mir. Smith: .
At your request,this setter is to address the subject pole building.
PURPOSE 0'LETTER
This letter is a fouuw-up to the let w dated October 20,2006. The main purpose is to
address the pole building piers.As pre viowdy stated,we wane informed that the pinre
were ova excavated to about(arty inches diameter.
FIN INGSS,AND CONCLUSIONS
As understood,the pint ware filled with the specified crushed for the design diameter.
The exam sumoundit was Mod with give soils. As understood,the o wavoon of the
pion was down to a very solid ground and that the native:soils were relatively packed stud
may require extra compaction Due to the small width of the area filled with soils,we
twomtoend to add For that purpose.This ttaway be done by adding#4 bars
through the posts at mid`slab thickness. Other#3 bare may then be added across;as
shown in the attached sbeat_This to reduce the diffetedial smart of the concrate stab
Should yw have any 9ues<ioat tagwtding the caWnt of this please contact Grove .
Corgis at the above addraw. �1 o$ nG
Sixtcerely,
aH��v
FROM FAX NO. Dec. 25 2003 10:05AM P3
FROM FAX NO. Nov. 10 2006 05:52PM P2
�GFc]►RGE G�ERC[S,P.E.
c�s�vc�►r.-c�oTcAt,
12701 11 lth Ave R
Puyallup,WA 99374
(253)W-339B
5HE_-r
_AL A sTP-W
Alm N 71 EMS - ...,
.4
To
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�
RECEIVED
DEC 2 01006
426 W. R ST.
i�.
�,
jx - � ��g /phalpha teal Building, Inc.
y
To;
From: �6
Date: ���9► /�-p�6
Subject:
vy Z�
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Ja,n - 27 . 2006 10 : 11AM TRUSS SPAN No , 6591 P . 6
Job ALPHA DFMISr
MOWS) 1-AGS 2
107-]T"L" 7:0,1'sIT �0'y Pity I Job Reference(optJonall
Trus&-Span Lumbermen,Aubum.WA SOD01 6.100 s Sep 17 20134 KSTek Industries,Inc. Tue Mar 01 12:49:32 2005 Page 1
B-2-6 11-1-4 i�o 20-113-12 21.s-8 32-mo
8-2-6 41012 4-1612 41012 6.2-8
Scale=1:56.3
CONT.2X6
4.001 j� 5XII M1120 I I SLCX'KING
If
4x4 W 4x4 M1120= TYP.10d
5x5 M1120% NAIL
5X5 M1120-.-:- NS 141117=:7. 78
45 3i 5X5 M1120::
9 z 2X6 B.0
5*M[120:t _�3 5x8 M1120::
2 2 97"' axe M1170= 10 $ECTION A-A
r J9 ~ram LET~
A
ilii
a 1120-.._
- i -.1",
*-J UB M 1120--
4XlDMI120- 14 i's 12 4A0 MIE20-
7X14 M1120H= 5x8 M1120= W M1120= 5x6 MUD= 7x1 4 M1120H
6-7-14 16-0-0 23-4-2 32-0-0
&7-14 7-4-2 7-4-2 8.7-14
Plate Offsets(X,y): [1:0-0-4,Edgcl.[1:0-I0-4.0- -121J270-1-3-0-2-4j.F�1*6'0-140-2-41.F11:0-04,bag;j,
LOADINO(pst) SPACING 6-0-0 C51 DFFL in (loc) t1detl Jd PLATES GRIP
TCLL 25.0 Plates Increase 1.16 TC 0.78 Ven(LL) --0.35 13 >999 240 M1120 185/148
(Roof Snow=26.0) Lumberincrease 1.15 BC 0.72 Verv(71-) -0.57 12-13 �669 180 M1120H 165/146
TCDL 5.0 Rep Stress Incy NO VvB 0.79 I-lorz(TI-) 0.19 11 n/a rv;A
BCLL 0.0 Code IRC2003rrPI2002 (Matrix) Weight 211 lb
MCDL 5,0
LUMBER BRACING
TOP CHORD 2 X 6 DF 240OF 2.0E TOP CHORD 24)-0 oc puffins(2-6-7 max.).
BOT CHORD 2 X 6 DF 240OF 2.01E BOT CHORD 6-04 oc bracing.
WEBS 2 X 4 HF Stud/61d 'Excepe WEBS 1 Row at midpt 4-13,113
4-14 2 X 4 HF Not,B-12 2 X 4 HF No.2 JOINTS I Brace at Jl(s):6
OTHERS 2 X 4 HF Stud/Std
WEDGE NOTE:ACTUAL SPACING OF THE TRUSS 1S TWO TRUSSES
LeTt 2 X 4 SYP N0.3 Right 2 X 4$YP No 3 EVERY 12'-0"oc(SEPARATED BY A 5-1/2"SPACE). THE
SPACING OF THE BOTTOM CHORD LATERAL BRACING
MAY BE INCREASED TO 12'-0"oc PROVIDED CONTINUOUS
REACTIONS (IblalZe) 1=331210-5-8,11=331210-54 2X6 BLOCKING IS USED ALONG THE FULL LENGTH OF THE
Max Herz 1=1 13(Joad rase 7) BOTTOM CHORD(SEE SECTION A-A). CONNECT BLOCKING
Max Uplffl=275(load case 5),11=276(load case O)
Max Gravl=39030oad case 2).1 1=39MIoad case 3) WITH 1 Od NAILS AT 6" OC ALONG EACH B C
FORCES (lb)-maximum Compression/Makimurn Tension
TOP CHORD 1-2---4KI6/719,2-3=7574/637.3-1=7344IM2.4-5=-5551/448,5-6i,-3774[323.6-7=3774/325.7-8=55611452
B-9=7344/547,9-10=75741532.10-11=94161720
50T CHORD 1-14=-S80/8839,13-14=-491/6546,12-13=-41&6846,11-12=-60318639
WEBS 2-14=-13351243,14-15=-311285,4-15-5/1299,4-16---19901391,13-16=-2067/418,13-17=3411370,17,20=3411378,
6-13=19901391,8-19--2/1299,12-19 L011285.10-12-133512313,2-15=-607J69.
18-19=-581175.10-19=-60//77 b-20=19761163. 7-20=18'(61162
NOTES vo
1)Wind:ASCE 7-915:35mph;h=251t;1'CDL413.Gp9f;BC0I-=3.QpsF;Category 11;Fxp El;enclosed.MWFRS interior;eone,cantilever left and
right exposed;cnd vertical left and right exposed;Lumber D OL=1 33 plate grip DOL=1.33
7.)TCLL:ASCE 7-98:Pf--25.0 psf(flat rod snow);Exp B;Fully Exp.
3)Unbalanced snow load$have been considcrcd for this design.
4)Dead loads shown include weight of truss. Top chord dead load of 5.0 psi for less)is not adequate for a shingle-roof. Architect to verify
adequacy of top chord dead load.
5)This truss has been designed for a 10.0 psf bottom chord Ihm load nonooncurrent with any other lhe loads.
8)All plates are MT20 plates;unless oftr*iuc indicated.
c.c.
7)This trims is designed in accordance with the 2003 1 nternational Residential Code sections R502.11 1 and R B02.10.2 and referenced C!A.. -GJSTT-
standard ANSVTPI I SSION A L je�0
LOAD CASE(S)Standard
EXPIRES:12.19-06
March 2,2005
-M GreenbackLam Slam
A WANIZIOG-V-,b d.W :mils 109
M pW=WdoT WWWXAD AOO*ON UM AND DKX-MW MMW A&FWXH(ZJ-AW AM 74 0 7
Design void for use onty with M1 ck cor,nectoms.rhia design I,bored only upon pcean-tm,Lhe v i,and k ice zid iedim uni kAAd6-,g ceyqxsff:nt Chn"H#iqhLi shovm ,Ck 2561
? -fabifity during construciion�the responsibiffly of the
R far lolwal support of individual web rnernbers.only.Additional fernpormy bracing to insure
�PrAcabilitv of de =ornenlm and proper incorporation of conNumnt Is re-iponsJUIly of building acuig6ce-not truss dc�ilgncr.Ezc�dng
-xtvlor.Additional permarenl bracing of the overall structure is the rexxxvibiliy of the building designar.ror qcndxal poicicnize reganding
fdrilk'niv.n'fpmliff fnMeN, (JAS-my,"*KA..,nand bvt*v.consult AN$IJThtI OaaEly Cdierlo.b5Mtt9 and 1CS11 Iwfdln9 Compmetri M g-.Tft
llavaiavailableSasety Intanna available from true Plate inatituin,5ki Uomvek�rvivk,MeefiLew,,W1 53719. awk
J•a n - 2 7 - 2006 10 : 11AM TRUSS SPAN No - 6591 P - 5
Truss Type �QW Ply ALPHA DENISE R15460524
1-AG COMMON 6 1
Job ReerenCe(OP flora
D,
Tnjaa-.&qm Lurribmcm.rWbum,WA 98001 6.100 a Sep 17 2004 M-iTek Indua*!P.Inc. Tue Mar 01 12:49:30 200', Page 1
6-2-8 1-1-1-4 18-0-0 I 20-10-1Z 25-" 37-:9-0-
628 A-10-12 4-10-12 4-111-12 4-10-12 �2-8
CONT.2XG
BLOCKING
fts M1170 11 G
4.(10]
5 ---TYP.10d
5x8M[l20:-- NAIL
fixg M1120- a
5XD M1120,-
7
3x4 W20,1N, 3 3X4 M1170
SECTION A-A
2 0-
4EZ
A 4—
T IN
A
4x10 M1120- 12 11 10 4x10 M1120
7A4 MlMH- 54"lln- MM1120- 5)6MI120= 7X14 M1120H
i 16-" Z&A-2 E 3243-0
It 7.14 7-4-2 7-4-2 b-7-14
Plato off5cw(X.y): 1-12],I4.0-104.0-1-121,[9:0-0-4,Edge],[1 1:0-4,0,D-4-12]
L6061ING(psf) SPACING 6.0.0 CSI DEFT- in (too) Vdefl Ud PLATES GRIP
TCLL 25.0 Plato$InCre*se 1.15 TC 0.78 Vert(LL) •0.35 11-12 "SO 240 M1120 185/148
(Roof$now--25.0) Lumber increase 1.15 BC 0.72 V*M(TL) -0.59 io-11 }637 180 M1120H 16SM46
TCOL 5.0 Rep Suess Incr NO WS 0.80 Harz(FL) 0.18 9 Na n/a
BCLL 0.0 Code IRC2003rFP12002 (matrix) Weight 179 lb
BCQL 5.0
LUMBER BRACING
TOP CHORE) 2 X 6 OF 240OF 2.0 E TOP CHORD 2-0-0 or,puflin5(2-6-6 max.):,
BOT CHORD 2 X 6 OF 2400F 2.0E F30T CHORD 6-"oc bracing.
WEBS 2 X 4 HF Stud/Std 'Except' WEBS T-Brace: 2 X 4 SYP N0,3-4-11,6'-11
5-11 2 X 4 HF No.2 Fasten T and I braces to narmw edge of web with 1 Dd Common wire
WEDGE nails,gin o-c.,wfth 4in minimum er-,d distance.
Loft 2 X 4 SYP No.3,Right 2 X A SYP No.3 Brace must cover 90%of web length
JOINTS I Brace at Jqs;)'5
NOTE:ACTUAL SPACING OF THE TRUSS 15 TWO TRUSSES
EVERY 12*-0"OC(SEPARATED BY A 5-1/2"SPACE). THE
SPACING OF THE BOTTOM CHORD LATERAL BRACING
MAY BE INCREASED TO 12'-0"or,PROVIDED CONTINUOUS
2X6 BLOCKING IS USED ALONG THE FULL LENGTH OF THE
REACTIONS (Iblaize) 1=331210-6-8,9=3312/0-" BOTTOM CHORD (SEE SECTION A-A). CONNECT BLOCKING
M—Harz 1=1 130oad mse 7) WITH 10d NAILS AT 6" oc ALONG EACH B C
Max uplifti=-275(load case 5),9=2760oad case 6)
Max Gravi=3903goad case Z),9=39030 cad case 3)
FORCES (lb)-Maximum CornprtssionNoximum Tension
TOP CHORD 1-2=9402f717,2.3=-79741593,3-4-7747159'/,4-6=6380966,5-6=5380/406,6-7=-7747/598.7-8=79741583,
8-9-9402f719 4
BQTOHORD 1-12=-67916625,11-12=-45716554,10-11=-378/6554,9-1D"60118526
WEBS 2-12=1696268,4-12t-1911450,4-11=-2715= 5-11=119t2334.6�-11=2716r283,6-10--20/1450.8-10=15961269
NOTES
1)Wind:ASOE 7-93;85rnph:h=26ft TCDL=3.Opsf.BCDL=3.Op*t.C*togory 11;Ekp B;enclosed-MWT:RS interior zone:imnlratE.Wer left and
right exposed:end vertical left and right exposed;Lumber DOLw-1.33 plate grip DOL=1.33.
2)TCLL ASCE 7-98;Pf--25.0 P-0(flat roof snow);Exp B;Fully Exp. N7,
3)Unbalanced snow loads have been considered for this design. to verify
4)Dead loads shown include weight of truss. Top chord dead load of 5,0 psf(or less)is not adequate for a shingle roof Architect
adequacy of tap chord dead load.
5)This truss has bcon designed for a 10.0 psf bottom chord live load nonconcurrent with any other livt,loads.
6)Ail plates are MT70 plates unless OthervAse indicated. EXPIRES-12-19-0E
7)This truss is designed in accordance with the 2003 Intornatiprivil Residential rode sections R602 11 1 and R802.10 2 and referenced E— F%%��M
standard ANSVrPI i March 2,2005
PA aVID.U4JL n77 Grefflml*Lane
A PAS0-"'E"D NoTs"Wr W"M M'PMWXW az mu 73 Sure 100
rjoiVn void ter use only%kilh Wek connee:lots.T*dmpgr Ow�m>aocl c3rily upon pararretm shown,and is for an individitood knal&i'w)eaYPQ=nt. cdrus Heights.Ck W10or
A oislily of Pararrienlem vj prvT, c;omponont 0.mspon biiiv of bLmldriq desigr�-r�l 1rVs-VdJrjeCff.aroong mown
Is cx , to ins K the-PC-ibillily Of fhe
mleralsupp irjdj6(jV01 VARID&WRYIhm only.Addrtlortol fem 19
�Iw.Adcfilioywl F�,,X-IAM k,*oc:inr4 or the 0�011stP�fum is the==Tf the bujAng diu—Rw Dc-neral gupdon==orcltnp
11/30/2006 11:06 FAX 360 427 7798 MASON CO PERMIT CTR 2001
�exc RX REPORT �c
RECEPTION OK
TX/RX NO 5032
CONNECTION TEL
CONNECTION ID
ST. TIME 11/30 11:05
USAGE T O1'21
PGS. 2
RESULT OK
11/30/2006 10:16 FAX 360 427 7798 MASON CO PERMIT CTR z001
xc RX REPORT �c
RECEPTION OK
TX/RX NO 5030
CONNECTION TEL
CONNECTION ID
ST. TIME 11/30 10:14
USAGE T O1'28
PGS. 2
RESULT OK