HomeMy WebLinkAboutBuilding Permit 01-0038
CITY OF PRIOR LAKE BUILDING PERMIT,
TEMPORARY CERTIFICATE OF ZONING COMPLIANCE
AND UTILITY CONNECTION PERMIT
I. White File
2. Pink City
3. Yellow Applicant
Date Re,
11- z- ~
I PERMIT NO.O 1_ 00391
(Please type or orint and sien at bottom)
ADDRESS'\) L A
157 qD !-<\1'D'tISMOY\\ {e..:(\U..c-
LEGAL DESCRIPTION (office use only)
secT 2. TWP //4-
LOT BLOCK ADDITION
I ZONI~~(OfficeuSe)
PID 25-tf02..-00/-0
..........
~~~R ~".t-~\ t').(! WII;'~ UG\kt:..
(Address) \1I~ E::r-n:tl-e.. Cr~~ fJrVf!... SE.
_ (Phone) q~"-441-q802-
1?1~(" Lf'lKF-. mAl
.
BUILDER
(Name) /!AAlNON CO~Ue.T70N, / Ale.-.
(Phone)
z51t/Vt::. /VUK;:-:::"'1U
507- Z.G,,3 - OD7PJ
(Address) /4--// Hwl/. 20 tJ. I C/J/I/ NaN FFfLL( I MA) 55 00 '7
TYPE OF WORK -,tNe: Construction DDeck DPorch ORe-Roofing ORe-Siding
DLower Level Finish 0 Fireplace DAddition" DAlteration DUtility Connection
o Misc,
PROJECT COST /V ALUE (excluding land) $ ~B:x:>. ~
I hereby certify that I have furnished' formation on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or
e above-m .ooed y......y...... and that all construction will conform to all existing state and local laws and will proceed in accordance with
aware t the building official can revoke this permit for just cause. Furthermore, I hereby agree that the city official or a designee may
X e rm needed in:pe:;}~ h\ . _ ""-~
SiMa re .-/ .. I~' Contractor's License No,
'3O,CIOO .00
I Permit Fee $ .J,.SfI(;f~ ,v' ~:Urk Support Fee
I Plan Check Fee $ - '2. ~~ t I SAC
I State Surcharge $ ,...-- IS-.DO I Water Meter Size 5/8"; I";
I Penalty $ I Pressure Reducer
I Plumbing Permit Fee $ I Sewer/Water Connection Fee
I Mechanical Permit Fee $ I Water Tower Fee
I Sewer & Water Permit Fee $ I Builder's Deposit
I Gas Fireplace Permit Fee $ I Other
es Your Building Permit When Approved I TOTAL DUE
.. '/S:OQ I Rece~p $!&80
/-!A-,(j I By",-
. ,
. ~ to certify that the request in the above application and accompanying documents is in accordance with the City Zoning Ordinance and may proceed as requested. This document
'<:d by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be
#
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J/-J5-2Peo
I Paid
I Date
Dare
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"Planning Director
Date
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$
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24 hour notice for all inspections (952) 447-9850, fax (952) 447-4245
'"....;,'........
Of"' 003'0
White . Building
Canary . EngIneering
Pink . PlannIng
TM Ctnltf .f tilt Lake Co..try
~U1LDING PERMIT APP~~PARTMENT CHECKUST
NAME OF APPLICANT
APPLICATION RECEIVED
(t / TY ( F j-/I! /(,L L;-/ K-E:
1/ 2 . c 0
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
/C-/QO
I
k) / j ~ G E 1'--1 C t-J 1
I
I've::.
Accepted
t/
Accepted With Corrections
,
Denied
Reviewed By: ~!IJ.z..- "'~II'~
~
Date:
l \ /1-- :t-/a:>
- .
Comments:
Jp
~/k; ~fie..
S~L-tf...
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~~ .AW~ ~A-I1.~~
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for. or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
0\,003(
J1tt. ,Clrlllf'l' of the L.,krCO...lry
White - Building .
Canary - Engineering
Pink - Planning
mrn.D1N~ PERMIT APPLICATION DEEARTMI;.NT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
(t I T)/ C F r'EI(;I(_ / ;--1 K-~
II 2 . co
The Building, Engineering, and Planning Departments have revieWed the building permit
application. for construction activity which is proposed at:
/57q{)
I
;dl UG S 1"1 CtJ /
I
1\\./6.
Accepted
v
Accepted With Corrections
Denied
Reviewed By:
Comments:
IlL
Date:
/1-/3 -00
/1/0 {/;hJm~ffi
"The issuance. or granting of a permit or approval of plans, specifications ancj
computations shall not be <:;onstrued to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
.ordinances of the juriSdiction shall not be valid."
o I ~ 003'b
TM C"nl..r of lh.. Lak.. Country
White - Building
Canary - Engineering
Pink - Planning
BUILDING PERMIT APPLICATION DEPART~NT CHECKLIST
NAME OF APPLICANT
APPLICATION RECEIVED
(1//71/ OF PI2/()e... LI'i K-5
I .
1/ 2.00
The Building, Engineering, and Planning Departments have reviewed the building permit
application for construction activity which is proposed at:
100GEf1cAfT~ AVE:.
I
/5-1QO
I
Accepted >t:.. . Accepted With Corrections
Denied n 11 /
Reviewed By: l r::e: ~ # Date: / - 2e.f. 2001
Comments:
"The issuance or granting of a permit or approval of plans, specifications and
computations shall not be construed to be a permit for, or an approval of, any violation of
any of the provisions of this code or of any other ordinance of the jurisdiction. Permits
presuming to give authority to violate or cancel the provisions of this code or other
ordinances of the jurisdiction shall not be valid."
"
~
,
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Date Rece.'k~r t<<N,~ l. iib~~te Reviewed
JU" 1101
PERMIT REQUIREMENT !
Date: 1I-1 <. - c.ooo
Request:
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Dale:
Request:
Date:
Request:
Date:
Request:
Date:
Reply:
Date:
Reply:
Date:
Reply:
Date:
Reply:
Building/Planning/Engineering
Permit >ompleteD
PERMREQU.OOC
Permit #
REPLY DATE
Accept 0
Decline 0
Accept 0
Decline 0
Accept 0
Decline 0
Accept 0
Decline 0
Permit Issued 0
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PERMIT :\..lUIRq~~ '
Date: Date:
Request: Reply:
No I'5sue3
Date:
Request:
Date:
Reply:
Date:
Request:
Date:
Reply:
Date:
Request:
Date:
Reply:
Building/Planning/Engineering
Permit CompleteD
peRMRECu.ooC
Permit # ,
REPLY DATE
Accept 0
Decline 0
Accept D
Decline 0
Accept 0
Decline 0
Accept 0
Decline D
Permit Issued D
Lareon Engineering of Mlnnesote
3524 Labore Roed
While Beer Lake, MN 55110.5100
651 481.9120 FIIX: 651 481-9201
~ Larson
FOUNDA nON AND COLUMN DESIGN
FOR PRIOR LAKE BAND SHELTER
PRIOR LAKE, MN
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Separate permits are r~qulred
{ . '. ,.,.,i)ing, Heating.
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Electrical. ~tc. --- PREPARED FOR
CANNO~ CONSTRUCTION, INC
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651/481-9120
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~24 Lobore Road
White Bear Lake, MN 55110
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While Beer Leke, UN 55110
651'481-9120
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Whit. Beer Lake, UN 55110
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Northfield
Minnesota
Land SUlVeying
Civil Engineering
Geotechnical Engineering
Construction Material Testing
Environmental Services
1604 Riverview Lane
Northfield, MN 55057
Tel. 507.645,0964
Fax. 507.645,2842
e-mail.mlc@mbi-nf.com
Established 1995
McGHIE & BETTS, INC.-MEMORANDUM
Date:
August 21,2000
From:
Mark Osborn
To:
Bob Rykken
Rykken Consulting
Subject:
Lakefront Park Amphitheater Canopy Addition
N0141/N0425
Bob, enclosed is the boring log completed for the proposed Lakefront Park
Amphitheater Canopy Addition in Prior Lake, Minnesota, If the need arises for a
geotechnical report for this project, we usually store soil samples for 6 months, If
you need bearing capacity values of the soil, there are two options to choose from,
The first is to complete a Geotechnical Report (this would include the signature of
a registered Professional Engineer, which is necessary on some projects), The
second option is to perform an Excavation Observation while construction is being
performed, We are available to provide services for either option,
Enclosures (2)
CC: Prior Lake Park & Recreation Department
L
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LOG OF TEST BORING
PROJECT: LAKE FRONT PARK AMPHITHEATER CANOPY
LOCATION: PRIOR LAKE~INNESOTA
DEPTH DESCRIPTION OF MATERIAL
(FEET) SURFACE ELEVATION: 99.Z
o I Fill, Mostly, Sand w/Clay and Gravel,
t- Brown
Z - ~......... Lean Clay wlSand, Brown to Reddish CL-SC
:f@ Brown, Medium Dense
3-~
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5-~
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8-~
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10-~
11-~
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16-~
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CLlENT/MBI #: N0141/N0425
BORING NUMBER: PB-l
---
GEOLOGIC N . SAMPLE LABORATORY "'ESTS
ORIGIN ~~ ~ No. TYPE MC DO LL PL Qu/RQD
Fill
USCS
1 HSA
Till
11 2 SB
15 3 SB
11 4 SB
t~ 5 SB
1~ 6 SB
16 7 SB
24 8 SB
26 -
27 -
END OF BORING
18 9 SB
28 -
29 -
DATE TIME
6-15-00 2:00 PM
I
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WATER LEVEL MEASUREMENTS I START: 8-15-00
SAMPLED CASING CAVE-IN WATER BAILED DEPTHS METHOD
DEPTH DEPTH DEPTH DEPTH
26 1/2' 2~ 1/2' None 3 1/~" HSA O'to 2~ 1/2'
R. Smith
END: 8-15-00
CREW CHIEF
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MEETING DATE:
AGENDA #:
PREPARED BY:
AGENDA ITEM:
DISCUSSION:
ISSUES:
CITY COUNCIL AGENDA REPORT
May 15, 2000 ~
:;ank Boyles, City Manag!r\~
CONSIDER APPROVAL OF PRIOR LAKE LIONS CLUB PROPOSAL TO
ASSIST THE CITY IN ACQUIRING AND INSTALLING A BAND SHELTER FOR
THE OUTDOOR PERFORMING ARTS THEATER AT LAKEFRONT PARK.
History: The Prior lake Lions Club has been very active over the years in
contributing to the development of City parks, In fact. their contributions have
been so significant that the City Council renamed Sand Point Park as "The Prior
lake Lions Sand Point Park", The Lions contributed over $200.000 to construct
park shelters, and to provide playground equipment and a fishing dock at this
location,
The Outdoor Performing Arts Theater as presently constructed was included in
the Referendum project. What is less clear is whether the band sheil was to be
paid through Referendum funding or paid through donation,
Current Circumstances: The Prior lake Lions Club is looking for a new project,
specifically within lakefront Park, The project must be significant and something
the Lions can have their name associated with, They have proposed to donate
funding to complete a band shelter which would cover the concrete stage in the
Outdoor Performing Arts Theater. '
A graphic is attached showing the type of band shelter contemplated, The cost
for the materials for the band shelter is $30,OOO:t including freight and tax. An
additional $5,000 is required for the following items: wiring and lights ($2,000),
wrap support beams in stone ($2000), and a small storage area for music stands
and folding chairs ($1000). Installation of the structure is estimated at $15,000,
The complete project budget is estimated at $50,000,
Attached is a copy of the Lions proposal. The Lions would provide funding for the
shelter up to $30,000, Payments would be made in increments over the next five
years beginning June 1, 2000. Payments could be accelerated at the Lions
discretion. On the other hand, if charitable gambling for the Lions is discontinued,
the Lions would be responsible for no further contributions, Finally, the Lions
would be supplied a plaque in a prominent location on the structure identifying it
as donation in part by the Prior lake Lions Club,
The Lions proposal raises policy issues for the Council to consider, Because the
funding source for the Lions contribution is charitable gambling, they desire to
make an annual incremental contribution, The Council needs to determine
whether it is willing to proceed with the instailation of the band shelter before
16200 Eagle Creek Ave. S.L Prior lake, Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
A\ C:QUAl OPPORTiA\1TY D1PLOYER
City Council Agenda Report Item 9E
May 15, 2000
-
actually confirming whether the Lions will be able to contribute the full $30,000
contribution,
On the other hand, the Council could accept the offer, but wait to actually
construct the shelter for five years. Over the five year span, however, the price of
the shelter and its installation is likely to increase,
Because of the costs of the overall project, the shelter, including installation,
would be bid and actual costs will be based upon the lowest responsible bid,
FISCAL IMPACT: The Lions Club commitment to defray $30,000 dollars of the cost is a significant
savings to the taxpayers of Prior Lake, The remaining $20,000 for this project
could be derived from the remaining Referendum funds if the Council believes
this is appropriate, (The City's $20,000 share is presently programmed in the
2001 draft Capital Improvement Program, This amount would be deleted if the
Council approves funding from the Referendum proceeds,) We have been
advised by the Lions that they will have $10,000 available for the first year
contribution towards this project.
ALTERNATIVES: (1) Motion and second to authorize the staff to enter into the appropriate
agreement with the Lions Club to initiate this project and to prepare plans and
specifications for the band shelter. The Council should provide direction on
whether or not the project should proceed in advance of receipt of the Lions Club
$30,000 contribution,
(2) Defer action for additional information,
RECOMMENDED
MOTION: As determined by the City Council.
I :ICQUNCIL IAGNRPTS\200010515 _ 9E. DOC
PRIOR LAKE LOINS BAND SHELTER PROPOSAL
THE LIONS WILL SPONSOR THE SHELTER STRUCTURE UP TO A $.111.(11111 DOLLARS OVER
THE NEXT FIVE(5) YEARS.
THE PAYMENTS WOULD BE IN $(..111111 INCREMENTS WITH THE FIRST PAYMENT JUNE L21101l.
THIS PAYlVlENT SCHEDULE iVlAY BE ACCELERATED AT LIONS DISCRETION.
THIS PROPOSAL IS CONTINGENT TO THE LIONS OPERATING CHARITABLE GAMBLING FOR
THE PROPOSAL PERIOD.
A LIONS SUPPLIED PLAQUE WILL BE DISPLAYED IN A PROMINENT LOCATION ON THE
STRUCTURE,
MARCH 7,10110
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Memorandum
DATE: June 7, 2000
TO: Paul Hokeness fD \-\
FROM: Robert D. Hutchins
RE: Lakefront Park Band Shelter
In a specification brochure from Litchfied Industries for the Band Shelter, there
are some Building Code items you may want to be aware of.
1, Submit building plans signed by a Structural Engineer registered in the State of Minnesota.
Minnesota Statutes 1800.5200. This is required for the structure which Litchfield Ind.
supplies ahd the footings and piers which it appears they do not supply.
2. Submit a soils report for the Band Shelter site.
3. On the brochure it mentions a 30 lb. ijve load on the roof, The Code requires 40 lb.
,
01/12/2001 11:53 6516537985
REW SUPPL V
PAGE 01
R.E.W. SUPPLY, INC.
ENGINEERED WOOD PRODUCTS
1775 Thury Court, St. Paul. MN 55110 Phone: (651) 426-1123 Fax: (651) 653-7985
FAX TRANSMISSION
Ig; ~AuL - ~L-~~ ~
.r A,~ o~ ~ (lMl~ ~~
, of page.j 1 D (Including cover)
Date: l - t L - 0 \
AE: q\Ll5lL ~lLE. 8N'JDSttBU-
Comment.: (,:)
YIWL,
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01/12/2001 11:53
6516537985
REW SUPPLY
PAGE 02
SOLID
2x6
WOOD DeCK LOAD TABLES
Douglas Fir / Larch (Me 15)
!}z.. x~" ACTUAL
\..-I
Allowabla Unlforml... Disuibuhd Tot.1 Roof Lo.d. PSF
I"AN IIMPLE I'AN TWO-I"AN CONTIN lJOlJS RANDOM LENGTH CONTINUOUS SPAN
."1 10"10 Io/J40 10'110 1.12'0 I. n'G 1.12'0 ("J
6.0 77 '57 156~ 138 130 97 6.0
U) 6.5 60 45 129. 109 102 77 6.5
LL. 7.0 48 36 115* 87 82 61 7.0
0 39 29 95 71 66 50 7.5
0 7.5
B.O 32 24 78 v 58 55 41 B.O
~
B,5 27 20 65 49 46 34 8.5
9.0 55 41 38 29 9.0
9.5 47 35 33 25 9.5
'--...I "AN IIMPLE I"AN TWO-SPAN CONTINUOUS RANDOM LENGTH CONTINUOUS SPAN
U) 1ft! 1./2.0 L/360 1./2.0 L/360 1./2.0 1./360 (ft)
~ ..0 194 129 306. 306* 255* 219 4.0
0 '.5 136 91 328* 219 201 * 154 4.5
0 5.0 99 66 196* 160 163* 112 5.0
...J
u.. 5.5 1Ei2. 120 126 84 5.5
NOTE:, When .olid wood d.ck ia uaed .s a floor, a minimum 5/8 inch under111yment
.is required over the deck.
2. Roof bendin9 atre., relate.
to 2-month duration.
Lay-up typa and dati action
formula,: r y ~
Simple Span: 4- 5wL' }
3&4EI L ' \
w w
, ~
Two-Span Continuous: 4'" wL" j
185 EI
Random Length P. ~ n ~
wL"
Continuous: 4'" , . . (
130EI
1. valu.. followed by (-) are
90verned by .tr....
3. When deck is u.ed for unequal
.pans, nonuniform loading or can-
~ilev'r action. appropriate adjust-
ment tactor. ba..d on the actual
load and .pan condition. .hould
be applied ~o the allo~abl. loads.
NOTE; . [ d
wn.t. .....ilOJ.. ClllCl:l.-l reQIui,. rhe UN of.,... n'D'e c:D"\..rv.ti.... ciUtg,\ """~
allow&tlle IaadIICll' ,at"dam I.ngth I.y...,p sho..lId be 'edlJ~ b)l no... '00 e I
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e1/12/2ee1 11:53
6516537985
REW SUPPLY
PAGE e3
DESCRIPTION
Nominal 2 x 6 Solid Wood De~k of No. 2 and .etter Douglas Fir . Larch
manufactured and usea at IS percent maximum moisture content. (M C lS)
..... ~
~ 'APPEAIlANCE l'ItADF.S
SELECTED DECXINC . Thi. grade ia re~ommendea for hi9h-~lass conatruction
for ~hi~h good .trength ana fine appearan~e ara aesiraa. Xnots and
other natural characteristi~s of specified limitationa are permitted.
See II.I.T.C. 112-81.
COMMERCIAL DECXINC - Thia grade i. recommended and cu.tomarily u.ed for
purpo.e. .erved by the higher quality when appearance and atrength
requirement. are le.. criti~al.
SERVICES AVAILABLE
ROUCH TEXTURE (Cros. Sanded)
PRESTAINING - Prefiniehad with one coat semi~tran.parent acrylic latex stain.
DID IIA'l'CHING - Tongue and groove end matched to allow for ran40m length
lay-up.
DESIGN DATA
F'b - 1723 psi E - 1.795.000 psi I
The above value a are based on a 12 in~h
1 . 4
. 3. 3 ~n.
width and 1
S - 4.26
1 5/32 in~h
in.3
thiclc.n....
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STANC'RD VEE pATTERN
INSTALLATION
1. Decking i. to be in.talle~ with ton9ues up on sloped Or pitchea roofs.
On flat roof. Or roofs wh!re deck is layed parallel to the slope. the
tongues should be outward ,n direction of laying.
e minimum recommended nailing is ona 16d blind tOe nail and one 16d
aCe nail per piece per support. Note, If a pull-up tool is used in
laying deck. t~ 16~ face nsils may be used in lieu of the blind toe
ar.~ face nail used above.
3. Care should be taken to protect the deck after erection to prevent
moisture absorption and .taining.
w
01/12/2001 11:53 6516537985
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REW SUPPLY
FILLER lING cor,,,,'}'
PAGE 04
... REII SUPPL!! 1CI011
Wood
Technology
in the
Design
of
'Structures
fiRM EDITION
ROBERT J. HOYLE, Jr.,p.f,
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Owl ...1 Iln.64'--' G
" ... Un.:.....
FRANK E. WOESTE, P.E.
--- .-.................
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.
01/12/2001 11:53 6516537985
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REW SUPPLY
~l'ICi CO.PAX~
.... kElI SUPPLY
274
WOOO 1ICHNOlOGY IN TNI DUIGN 01' SlJUc:rUlrs
_.... for prGIlIr __.... ThUl .. ........ is 11111 10 tIIpp1) . c1inl willi I "'I\I4-I.I....t
RillIiIIIII dII _ Dr IlIdIIlouIlulIIlIIS. applicllliol1 Iehr, Nld a f. holltl of ,ro"";o.." tilDe.
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11.5. 'artlclllloanl- ,lid FIbetIlomkheathld OillPh.llms
. The UIC Ull ''''''N "iNiIIr C'" (SDutbam alll1dlq Code CDDII'etI 1lll4) _rw. tabla of
all_diu'" fDl'pmjdelloarcl cIilpbr..,u aod slIcar ......1inaiIK III 'Ill.... 1'.111I411.2. Af'lllica-
We coUlIlllouW ~ coaslllted for 11IIo daIipIllICormmoll. The UBC QOalllns Il8bIc Dr sbeIt.w1ll
1\JeIllu fOI 1\1 ..,. . s,
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1'.'. Lumber DItpht..,... and She.. Wall.
Allhaulh pIJw_ baa vinllAllJ displlll:ed lumber for roof 'iapbr.sllld .1111I' "'..... IlIl11l1er CIIl
lIlI ..... ... ..... ~ arc ....aaJtk. Tll* Il\llbads, wbIclI .... DlII apl""" iD tills _Ir.. IN
... doIctIlIttIlD the ....,.", JIb,. u".....t (WesIem WoaII Prod_ AllQciIUio.. 1"1) uul in
~,., H.,I..,. IMHI4 D/qA,.,_ (AppIiId 'JiIduIolop eou,,"u IlIIO).
TIIere _ tn ..... ~ Of luIlIbtr c1iap1np1lU11l __ walll IFI,. lU). In one Iype dw
lloInlIan:l&IPW. ri&lU .... QI Ibc slIPpordlll joists. plldl"s, Dr .'lIds. III dw othu rt\c lbalbill'
boulIs an: IIlAI cIIa&OlIIIIy, " 45 4'IN'l to 1111" . , , ..: p, _bon. thus performin, Ihe fllDclion Dr
lIMlolIU. .. . .,,'. . iollllrlcll\J. A1t!ulllllt 1I0l11lna1 f-irl. IUIllIltr cIi..,llrapns an lIot IlClW ",14t1y bllill
ill \lie UlJtlll sa-. 111111I arc IIII111J' .-istiD.llnaclll.... .f tbit klad that tIIJlDaorl lDust leview fo.
upandlae u4 cootofJll_ 10 _I QOdI ,....Inm""... 1\I'0-iD, IDcI tbicker IIl1'Aber dIclUlII
dlapbrlllN _11II111I ."-DlOlllI"'. 'Ofce eo\IP'n provided ~.aa. al the COllllCio" b..._ the
_kin. _ lupportln, _Nn Iftlst ll1e diaphrqm .1".. for 1I~llis III rlJht lAlla '0 IlIpporu.
L.lefallllll NIIsIaM'" IlIt perlnl.* eoulCliolll of dll,olll1lbc1lhlrl1 proyilil the ICICIIflh 'or Ill..
tyPe of COIIIIrl\Ctlon. nl mill...,. to lltrJdilll .. . ... ... ~ rcsllIn IlIIely In 1M _oj", lIIIJDbcf" well.
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i.ctIon 2S I I 011'" I" U.C dacri... I" CO""l'IIctlOll of diqoully slIalhed di.......1IIII with .
1111I1. layer ollwnbor IIlUlbiq .1.3 ,."... to lilt dl ,'..'.' , ,., lit.. Allowable ab., Ioacla on lbac
.,Ilr..... an u..iC.d 10 3CIO plllor tbe "WlIIlpedlled. fbi. ... ,:, ' 11Io dnt;ribe doablc-lbHlhed
IlI/Ilbe: ~....._ Witll "uludy, ." ..,,:. d... ......... lay.rs at 4' ~.. ", fa llIo ..... SUcb
~ -y ...... allowable iliac Io&d. lip '0 eo PII. In _II cu.. des!.... wj.h .upportllll
"'11,"",,- .....~ IJII11t lie tornillwd fa Ilw bllildlq &IIdlorlllll.
n. '",-", JftIod6 U. ... COlIIeinf \all'" olo1lowablc lbear lor dtaplvillllll .llmhoclllar....l
..dill'" d..... lO till: -. williaM wrItbnuI ..1IocI1IlCCI" odae aa/I..., A1low.bla .Jlqn con.lder.
ablJ ....... .... tlaoao JnCnIiorIed abo". lar ilia.. inlll\Si1'lly nailed diaphr.1IJII ue found in these
labia.
Althoulb ""'r.. d!uOIl" 4eekl", lio.. IUO., ud IIIII' diapbrqml, lh. vmicaJ rnil....c. lO
loldllpplllllS normal 10 tile fie.. 01 rho Ibcalhllll wiD lie r.d~, .. 1be I,... L ." . _, IUpPOnllUllI
,.alIello lilt IkdciJIr ulJ Ialtl_d b, a IKto, of "'14. TIIQ. wmlt 1'IlI1Iiri., ..,...ideralloo, Is
....dom u iIIlpcdImalt.
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Glued DecId.. Di.,hr.....
The u. of .....hl.11n cliaphtlpn cOII.lructioD lIu value blilll not widapread., the P_lbm..
Some ch.rabIe t1uIo..rlc adbaiva oollll published alIblbl. IIr_lth ud clQtj. ptopc1ia C&I\ be
ulcd rlilr .hoar CD.," ..'.... in boch " :. ",. and IYlDber dlapllrqmllo 1lI'00. equal ,.rorm_ wllh
''''''0< nalls U- .. .. .' liomal "oiled diapllloq....
liJid IdlInlva have IIDI ... IlHcIlO "'J JrCaI_C1lIID die...... JlttIbablJ for llIrt. nuODJ:
(I) \My &f1! - ........ for fWlI 'Ppllclllion. OJ Illey redu... rhe pcriad and laercue 1111 dYftUllic
farce OD lIle ~ .... to oeillt1lc loW, ....d (3) 1bey a1lnlinllle llw Cltpllllllon Joinl e!reel or lbe
rela11Ydy yWdlq ...... '" oIaalOmcric 1lI....1.. Jolall acedod 10 8COlItUlOd.le IwdliD, .ndlhrink....
s.vvaJ ~I all r_rdIlDd t1nilll ..IlIIOtI, for oJuI."...,;c adhesive-bollded diaphrqms .r.
iulllclcd ill lIle '.'maca. A dali,. mchod fOr oiQlomene.bondecl wood deckiDJ diaJlb.._ IN.
lithed by lhe POllatob Corpgrlllor. (I"') and aIJo lIacribed in .I'fttarch rcport of tbe Inlcrl>lllonaJ
COllfClCDQI 01 &..i1dinl OIIcl.l, (1'7)) it demollllnteclln BIWIIDIt 11.1.
IllAM'LE 1&1. .,... 01 .... ..,.... 1It"-. The cliQllrlllll lullll are dar...
IlIlIlalI in ... _er p.tvioUlly dtlCrillcd for plywood dlaPMIJlIU, for 1 flat.
_fed DlIiIcIlq of lhc ';..IlIo"'" In Fla. 11.3 wilb alatar"IoIclor ~ plf alollllh.
ad... The dlapll.1I'll w'.U be .0tlllrliClcd wilh 2v...x.7v...iII. J1*-lamln.m1
Dollflu tll _Ill.. (Dr IOlIaem pine) IJicl'''.aJlcI 10 lI1e 10.., dinlaalaa of Ill.
IlPllelvr.. n..1ld Iailll urlll....ellt.uJ be cOlltroDed, . '" ICllIlll. II cltJc,rihacl
III SeedO/l I'.' 011 I\IIQIler Ckcb.
.... In III. _ roll" plYWood daiJD. 1III1 diapJI"ldl il _I b.olly loaded by
wlQd f_ actIDJ " ." , . ,1~ 10 111I JOIllIld.. Tile mllltin, elld ,lIevll 'II p1f,
wbicll - both pcrpIDcIlc:_ and parall.1 tD tile build!D, ..u. and c1iminUllcs
IJo.rIy lO .... at 1IaldItaalIl. SllMr II raiSl8d II eacb racI by Dalled ~lilllMCllollllO
tile ... waIIJ.
TIaIa pertiadar Iiu or Ckcltllll it normally ailed 10 the IUPPDnl wllh lwo ZOd
nallt IlW C01I~, accordillllo lb. DWIuf:octurtl"1 cltIlaa re~o_end&lloll. The lal-
cralloIII for run pealtr&lio<l ollhil lWl inlO OrDUP II woad II 139 .... Adjulla4 for
actual ,....,alion (I.7!1I.!IZ), ror diapll..... Ipplieallon (1.1), &llCI rot wind lo.d.
dumioll (1.'3), tlliJ nail'l Iller" Ilr....th iI 21' lb. n-o 1I.i11 par 7.......ld. aaUr..
wiD ~forr ,.utl ill . .1Iol ntlll_ or 731 plf, which _'., L tIl. 4)1"If
.. .'. .1 "*' ratniac, The aailiIIl .holild be carrledllOlIIIli 1M peri.._. s_-
iIII 0' \be _alii iIIlhe 1011I licit IIlaY be 011l/0')12 . 6 10.
The 1lI1IIIl... bond bet_ coursu will be .ulljecl I;J 'JI ,If al the o"om.
PAGE 0&
~Olj
275
01/12/2001 11:53 6516537985
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WOOD TKttNOlOGY IN TItI DISIGN Of mucrlJlIS
IllCII or ~ 4': ";",, , " . III a PM Unc tIftIIIlh or IhI. _t JIl\lll be plO\'IdId.
Table lU IIloWJ diu 1M 3N5Z30 I41IaIv.. wkh alluc Iiac ratio or 0.' wouIcl
provWe 461 pit. ClIuc JIM ,AI. U Ille potlioa orllle ... Dr a cwn. IlIatlllU\ "
looacIad In 1M __ ,1IO<OrD III Fit. I' .10. A 0.' -'lie IIIIe lalla 1Il_lh. a\loulll
IlL ill ....., f_ .. lie allied. TbiI C&Il Ile reductclloward th. lIIillop&l\, u llIe
.a- dlmlllllltlll, ta a lIlilliJaUJll of 0.2. Of IbGlIt J iII.1ft III tII. mIcWIa bait ~ lhb
41 ,,,,'
1iIIIlle ,.... C,
. fur ,
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so_: 1DW11Iw.I c.r... .,...... 0IIdIIil.
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... 70 plI, udll 41 pli. a a1uc Iill&' ratio Dr Pout 0.115 _lIld ... tOliluirtcl ~bJc
I"". Let u. .ouider . tliapltr..,. willa. a1ve Hilt rallo Dr 0.' for Iltc cmrlllll Zll ft
1& _II Illd ad 0.4 tor tbe mi4dle .0 It or lite 120-ll-Iolll dllpht'lllD. The a-ace
vtluc IIr the aJue IIDt *0 .w lie ~ ... O.Ji6.
TIle ..tIeelion formtdu tor tlzir type IIr cleek.. diaplnpa clISlSidltr cllartI
ltcatIlaI lSIeI _ .... .,~. DetIocIioll. pcrDOlldiwlar 10 lite -killI
ClIlunail
4 . ((6tJt,L.')I (EA.L1l + (2OkJl,L,)/ (A,.(i))(1 + /III
wlla'c 4 >= tile .",pall d,flfcdolllll Utcbc$, t. ..,d k. - III. __.. fsolll ......
II.S. 1', . till UlRIIoad 1CtiJt., " , " .,'. , lu' '0 the _kill' alii poun.... L. ...
the di~lII Wi$ll wall,. to tile cIac:!dq ..u ia fm. 6 ... the..de JIladllhu of
I" dCdtln. itt PIi. t; ... tItc..... .'0_100 c...taal frolll1llblo I........ ... lIII
are. orllle cltord (h..4C1') in ill.', A, ... lltc ate. or the deckilll c,or. 'eolioD In Ill.',
aad III ... lb. d.flecdClJl CO_ frlllll '1lIb" I' ... Uoe lb. a_aae t1ue IIIle ,ado (PI
ID obwIt '" trOIll thc llIb1l1.
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. ~o,o."O,"](I.U). I.'~"'.
TIll dill_Oil clIIIlo IcIIil _111I ,.,.u.Ito tII. docklq uil ia
A . (61'.1L.) 1~.Ll)llEA.L,) .. ('.lllIO'"'YpJU .. "'I
(1"')
wlllre" . IIIIlIIIcbpu dttlcction ill ilK.... 1'. ~ I'. total load loIln. ...all.IIO
l/IC"u., _ ill JIOu..... L. z: t", dlaphrqlll IrticWI . ... ., . ";War 10 III. deckilla
_In r..c. II - IU,/b, ...11 6 . tile wldtll 0' 0" _"e or deckiJIJ In illc:bes.
ror tIIi. _pie
" = U(->.f7.IV . 80.'
s ~3SO x ~ .. [ 5!"1' .. U(80;XJO'"']ll '51
120 !loI(l,toD.llOO)(~I.75)1~ O. .
= 14O{(%.tIM)(IO''1 + (1%1)(10'",)IU3 - D.I ill.
1lIcIt 11'1 vrry ICllCPl&IIle Ili___ dtflcdDD IlICI bid..... wbat c.tn be
_pIbllcd .ructurllllY lIIiIlI durlblc du~ _baivw wflll wJI. '" ." " ." .
cd _u,* prol*Uel. TblI peJ'l.icullr lIdIIcsl...... . llIur lIIOCIullll or about 100
PIi IIId ID uIIbnatt etr"'llh or _ ISO pIi. Tile c\nip.... '-n ...pro~ ror I
panicular lIIlMllvl UICCI wllh . pallJc~1ar ah,I\I.13l11inalld deckil\l prodUcl. Tb.
....ic COIlCeIl' il appilcablo Iq other """_0"'" wood m..crilll. a1lholllh tlto
puCjcuJar CQlIlW1I1 in ~bll I U lIIIP!Y only ..hfa IlllllpICllIed docklr>, ...d adlle.
II... _ IIHCI.
11.1. Tllnod WIll or. ___1124 n IIIlhlKlliO It lonl_ II cOll8iltl of lIt-in., '-PlY. CoD INn%/
I' plywood 011 2 lC 'YUlicU IlUdlllIICICI " ill. OUt. T" f_ill is Dau,lu lir, .... .11.
p.... If llle lOp af tile wallldd IIiIIIt tho bottom .. JlollliaalZ )( 61.....bet. Do.... opminp
~ II' %0 n of tile ......leqlll. ..... 40 1.10 ruIa IIlCll. Peturnille till: dIIllD end IIIoar
die WlID caIl'....lf adoqUiebr ~ and lpeelry !be requirtclllAillnl.
ANSWER: Z1,1ZO III for I rully blocked IIId will Ulinl \lid lIailt 1):IaC.d 2 ill. "","1101\1 pUtl
odIa au U In, IpeIt oa Iateniudl... ....
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WOOD TICHNOtOCT IN fHl DISlC;N Of' nlUCTl.Ilrs
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The clAd WIi,IIl Of ilia c1laphralm indudla. .ributarY wallJ '/ld .I"h~ .,Ulpmezll j. 1.'00 Ibl
It lit blllldlna lealth. lal J)ltennine IIle .... .bear lor thil rool dl, ,,,,, ". In .....hliu.ke JODI J.
(Il) o.raftllinc llIe di.,hrqm cDII.wmon I'CQ\llr.lIWIIll rreJll1llltla I'. I. AMume m. boundary
_... /lava ., _, ~., Ill. 1II aailill' aurfac. wldlh ...d lIIe f~IlI" -uw J-In, IUllllle,.
___ DautJ.. fIE. (01 AI -ba, in""'" would .hear \Val" of .Ile .~ ~bc4 i.. Problelll
11.1 lit nqllirelllo CII'IY Ibl. "waf"?
Al'lSWBIUi:
(a) u. ,If
~) (rile v.....y II' I/TIII .,' ",' 0' pl)'WDlId ill llIblc 11.111I_ u.."b... caD lw _tt Ill...
lIIIC '" . . . ,., _r. Otsl1 CIIIC is pVCllI1cre.l u~ a blDClltd cll8phrqm wltb Id co_on nails
a-" , ill. ..II till boundvY 18$"'r., , ill. lIa lhc,enol cda... uull2 In. .... tbe ~.
"'1 P.' .....",JIlI....bc". TIl.pl)'~ ~nl may lie eI.he. C_I Dr Cue 2.
(e) 1lmI end-,.,a1J abur to II.NlI". Iaa dlU! 27.720 lb. The .ba.. ,.,a1111l 'r..ble... 18.1 ;,
.......b.. .. lha ... ..r lilt ,,,.lldln,.
II.'. lJoleraine rlw cbed 1_ for the ..,hraam In Problem 11.1. Ullna N... I Sl1\IGI",al JIl'
Do\IIIU fir hllllller ... ~a .ha required bou/ldan' INch.. of at ... Z.J in.
ANS'NJ!.: U. No. I Douclu 1Ir' " 1 e"..rdl. SpUo:e *,lh .,.... plar" alld t<Io'o 2"-111, shear
plaia ill _h .lde lit each ad of I.... ell"'" ~tI ill . 114.la tow.
I.... Calcu!al. tbe clen..tion IIftllelllaphrll'U ill pr..bletN 11.2 and 11.3 ton IIII_lIod oj JfJrJ Ibl
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IlIearlorw, I'" "Ulll~ II.ip JIll' jllill!, and whe"'... or IIDI Dailina i. red~ i/llM 1...,..h_
porliolU of rIIa clltpll...... For lhis a/llwa- it w.. usurnad Ihat Ih. ohord. "'.~ anacIa Dr 16-('.
len;; 3 ~ a m<lIll>.t. ~i Nil, J Dllu,lu fir willi a buuloiDI ",.ry 16 !I and .,Uc. ,lal.. .1 all bUll
Jllillu. ne Illp per joilll w.. ,"umlJll to boo O.062J ill. TIla uiUna "'" 011I relIuced 1ft tile ...""-
... ,an. or .be dlapllf~. (Tbere arc OIlier JlClIlibll IUI_.. dcpendlo, on ilIa cllwd .~o
om..... ill ProblClllII.3 and Ill. nail IpIC!III olllaialed In Problem 11.2.)
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Ppa 71...... "0101, Colil.
la......tloIIoI ColII_ 0' ..1IlIu.. OIiclol.. Ilnl, &ai_it A~1w ......,
D/9IrIfII"~, R......ch C.lIliO.", R__Mollon Ilopoff 1<0. U7lI. W~;.IiCl'.
Calit.
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huJ.l. Yo, 0IlII 0a\lIIII It. CIIIuna. 11IU. NoaIiDMr ....I,oi. If ,lIoalhod"- diaphtqms.
I. SI",". 01.. IlJCI J 10lYl:am..1.
baoI. R. y" O. I. Jfir8I......., Il. J. HoJlc. Jr, .'11. Par....II'" Ifttl...elftl beII..iol of
lliapJ!........ I. It_I. DtoJ. A~ 1GJ(21:J6t-'f,
1....;,Il. Yo. H. M. IW....hod. aAd ... J. Hoyle. Jr. 1'81. bporiftlonla!...hlaliclll 01 <OIllPOS'
ill *,Ion \dIapbrlllllll). J. "Ntl. Di.. ....SC. 107(31;551-65.
John....., J. W.IMI. fI.~/D;fP/I"''''' ..."IIJ./II.II Cork!_.: EI.<t"'A~;"'rmdOp<.'
JIIp, OrelOn S~.1Ja:"..;tl, Forar ProdUicU uboratorY R....' T-2!. CotvaJJil, Ore.
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acpan UI. -..-. -...
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PAGE 11
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Lateral T e$ts of Wood Roof Sections
Sheathed with Decking
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_h _, UuI ..... ....._ Rlrr_. ,_ of ...
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L&tml ... .... ."liod III !he ,oof ..... ..
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PAGE 12
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MAl'lMV'" DC' .ECTIOllll, INC:MES
.... I. _ .......1'-' .. ..... .... ....,.,.. ~jII"~ .......
.....".. Ad lit,.. "-I .-... ,._____ .... ~ ............. --
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PRIOR LAKE
INSPECTION RECORD
DEPARTMENT OF
BUILDING AND INSPECTION
SITE ADDRESS J 5'7"0 R:4rf IAA~
NATURE OF WORK ..:]....."Q ~~, l
USE OF BUILDING
PERMIT NO. () 1- nn3~ DATE ISSUED 11- Ll;-~
CONTRACTOR (1".......... {&...~I.._ 5'07-'210'3 -oo"1e,
NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW
THE PERMIT IS BY SEPARATE DOCUMENT
INSPECTOR _ ,
I FOOTING ~,..q fJI;..? .;...6-:J... ~ 5hs-/,..". ((.i-.t. I S/14/Dl
l FOUNDATION (Prior to Backfill) I I
PLACE NO CONCRETE UNTIL ABOVE HAS BEEN SIGNED
ROUGH - INS
I DAlE
FRAMING
~ "-- t)/3J!o (
ELECTRICAL
GRADING (Prior to Sodding)
BUILDING
ELECTRICAL
==-
COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED
I I
FINALS
fIIlf _
~
,/ ul!trZ/
q b ~io-./'
'/
I
DO NOT OCCUpy UNTIL ABOVE HAS BEEN SIGNED
NOTiCE
This card must be posted near an electrical service cabinet prior to rough-In Inspections
and maintained until all Inspections have been approved. On buildings ,and additions
where no service cabinet Is available, card sh.l~bat placed near main entrance.
Call between 8:00 and 9:00 A.M. for all inspections
FOR ALL INSPECTIONS (612) 447-9850
DATE nilE
CITY OF PRIOR LAKE tJ/- ,/
INSPECTION NOTICE SCHEDULED 7/~3~ A. (;
ADDRESS ,,,,s;,.790 j'2tOq&'rJo/llT: -';';
OWNER CONTR.
PHONE NO.
PERMIT NO.
of--003€!J
o FOOTING
o FOUNDATION
o FRAMING
iNSULATION
FINAL
SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
o EXIGRADlFILLlNG
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASUNE AIR TST
o
COMMENTS:
$Fl/VD S#Gl-<./
(i~
-
~
~~?
!!. WORK SATISFACTORY. PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector. ~...
Owner/Contr.
, /
CALL "7.9850 FOR THE NEXT INSPECTION 2. HOURS IN ADVANCE.
CODE REQUIREMENTS A.RE FOR YOUR PERSONAL HEALTH & SAFETY/
INSNOTI
DATE
?/~~ k7>
/~/C;O ~1'd1d"41tI ~A we
CONTR. -L, 'j../l'Jf-fJr/cJ/1..~f:o
1
0!-~q
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED
ADDRESS
OWNER
PHONE NO.
PERMIT NO.
o FOOTING
o FOUNDATION
o FRAMING
o INSULATION
Cs::.Eit!AL
o SITE INSPECTION
o PLUMBING RI
o MECH RI
o WATER HOOKUP
o SEWER HOOKUP
o PLUMBING FINAL
o MECH FINAL
COMMENTS:
,4J(t9~
TIME
~AAnll:aj) ING
o COMPLAINT
o FIREPLACE RI
o FIREPLACE FINAL
o GASLINE AIR TST
o
()!:..lttORK SATISFACTORY, PROCEED
o CORRECT ACTION AND PROCEED
o CORRECT WORK, CALL FOR REINSPECTION BEFORE COVERING
Inspector: -?1'~._ _ Owner/Contr.
CALL 447,9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE,
INSNOTI
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
ADDRESS
/~?qO
...,,.,,, ~~~
1f;da morvt- LMro~A<.
CITY OF PRIOR LAKE
INSPECTION NOTICE
I
OWNER
CONTR.
PHONE NO.
PERMIT NO.
1- ,~g'
)( FOOTING 0 PLUMBING RI 0 EXIGRADIFILLING
o FOUNDATION 0 MECH RI 0 COMPLAINT
o FRAMING 0 WATER HOOKUP 0 FIREPLACE RI
o INSULATION 0 SEWER HOOKUP 0 FIREPLACE FINAL
o FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST
o SITE INSPECTION 0 MECH FINAL 0
COMMENTS:\."::.._~L --Je-r<.- f~";
D.~
2-. \=~_. 1....c:..S'
Ml./ir'"
-,
~ f:J-D~
..
o WORK SATISFACTORY. PROCEED
)(soRRECT ACTIONn PROCEED
o CORRECT ,~K. L FOR REINSPECTION BEFORE COVERING
Inspector: f-< . ... . Owner/Contr:
,
9ALL 4U-9860 FOR THE NEXT INSPECTION 2<1 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY!
INSNOTl
CITY OF PRIOR LAKE
INSPECTION NOTICE
SCHEDULED 5~fr--..--..
ADDRESS
~ooo
!::op
PkwV
-------
OWNER
CONTR.
PHONE NO. PERMIT NO.
~TING 0 PLUMBING RI 0 EXtGRAD/FILLlNG
[J FOUNDATION [J MECH RI 0 COMPLAINT
~ illIG - [J WATER HOOKUP [J FIREPLACE RI
, INSULATION [J SEWER HOOKUP 0 FIREPLACE FINAL
[J FINAL 0 PLUMBING FINAL [J GASLINE AIR TST
[J SITE INSPECTION [J MECH FINAL [J
~OMMENTS:13~ ~
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II
[J WORK SATISFACTORY, PROCEED
)llICORRECT ACTION AND PROCEED
:s::o:CT WORK~O~ REIN::::!:~~FORE COVERING
./
CALL "7,9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALm .. SAFETY!
lNS/'IOTJ
DATE
TIME
t(-(I:))CJb
CITY OF PRIOR LAKE
INSPECTION NOTICE
ADDRESS
IS '7Q 0
SCHEDULED ~~/-,c?1
J;?/ aM (0 JJt tJ vi-
CONTR/
OWNER
PHONE NO.
PERMIT NO.
1- 3f
o FOOTING 0 PLUMBING RI 0 EXlGRADIFILLlNG
o FOUNDATI~ 0 MECHRI 0 COMPLAINT
I! FRAMING 0 WATER HOOKUP 0 FIREPLACE RI
o INSULA TIO 0 SEWER HOOKUP 0 FIREPLACE FINAL
o FINAL 0 PLUMBING FINAL 0 GASLINE AIR TST
tJ SITE INSPECTION 0 MECH FINAL 0
COMMENTS: / mfroJJ!- ~
~
Koof
"ltk.RK SATISFACTORY, PROCEED
~~RRECT ACTION AND PROCEED
o CORRECT ~ CALL FOR REINSPECTION BEFORE COVERING
Inspector: (1/1' OWnerlContr.
CALL 447-9850 FOR THE NEXT INSPECTION U HOURS IN ADVANCE.
CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETYI
INSNOTl
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PRIOR LAKE, MINNESOTA
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ON SITE STORAGE
Glulam material should be stored on the job site with the same
care as millwork. If cOllered storage is not alloilable a lellel
starage area should be prepared, on the site. The beams should
be set on supports, with a minimum thickness of 6 inches
(150 mm), at an approximate spacing of 10 feet (3 m) on center.
If space is allailable. the beams should be set on edge and oriented
in a north-south direction. If the beams need ta be stacked
to conserlle space they should be separated by spacers of not
less than 1 1/2 inches (38 mm) in thickness and spaced at
10 feet (3 meters) on center. The wrappings should be slit or
punctured on the underside to permit drainage of water due to
precipitation or condensation. Finally all the members should
be cOllered with a loosely fitting tarpaulin.
SHIPPING AND HANDLING
All glulam members are wrapped at the factory and care must
be taken not to remove or tear this wrapping during off loading
or when moiling the members around the construction site.
TORN WRAPPING MAY RESULT IN ll-lE DISCOLORAllON OF ll-lE BEAM
SURFACES DUE TO EXPOSURE TO SUNLIGHT OR RAINWATER.
Except at points of bearing, the protective wrapping must
remain in place until the members are enclosed within the
building.
Glulam is looded ond shipped without spacers to ovoid localized
bruising and to minimize load shifting. Unloading will include
separation of the members before slinging.
Delivery should be coordinated between Western Archrib and the
contractor ta ensure that off loading equipment is available
at the job site. Laminated members should no be dropped.
Mechanical damage to beam surfaces (especially corner edges)
can weaken as well as disfigure the members.
Podded or non-marring slinga should be used to lift the beams.
If allngs are unavailable. wire ropes may be used provided the
corners are protected with woad blacking.
All members sholl be erected true and plumb, and temparary
erection bracing sholl be introduced wherever necessary
to restrain 011 loads to the structure which it may be
normally subjected ta, including equipment and the operotion
of same. Such bracing shall be left in place as long os may
be required for safety. Excessive concentrations of construction
loads. such as bundles of sheathing, piles of purlins, roofing
materials, or other such materials should be avoided.
GLULAM NOTES.
FASTENING BOLTS
Nuts on machine baits should be tightened snugly,
but not so tight as to cause cupping af washers or
crushing af the wood under the washer or plate.
Lag bolts should be installed by turning with a wrench,
not by drilling with a hammer.
A long handled wrench or a wrench with the handle
inserted in a pipe will ease installation. Using soap
ar some other non-petraleum based lubricant may
also help. Under no circumstances shauld 0 pneumatic
impact wrench be used. Washers shauld always be
installed between the wood and the bolt heads.
--.....
..
....
BEAM ON IT'S SIDE
INr.ORRFr.T LIFTING hAETHOQ
MEMBER ORIENTATION
Glued-laminated timber beams have, a specific "TOP" and
"BOTTOM" face. This makes it essential that beams be
installed in their correct arientation. The erector should peel
the wrapping back from one end of the beam and locate
the manufacturer's stamp indicating the top of the beam.
If in doubt Western Archrib should be
contacted for clarification prior to any erection commencing.
\-'1
-- SLING
.\
- SLING
t 1 -:
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SINGLE SLING FOR SHORT U8.4SERS
--- SPREADER BAR
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DOUBLE SLING FOR lONG MEMBERS
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CAMBER
Positive (upwards) curve of 0 beam.
Standard camber is based on a 2000 foot (610 meter) radius.
Special cambers are for beams which are cantilevered or span several
Some beams may be specified with no camber i.e. Floor Beams.
r CAlIBER
T~
~
CHAMFER
Chamfer cuts to ends of members ore to allow installation of steel
connections havin9 fillet welds in the comers.
Usual depth is 3/B inch (10 mm) along the length of the weld.
COUNTERBORE
Abbreviated (C. BORE) on shop drawings.
Round countersinks similar to daps.
Most commonly used to conceal bolt heads and washers
DAP
Small notch in a beam. Most commonly used to establish
o flush fit with the bearing plates of steel beam hangers.
FIELD FRAME
End of a beam is cut long. Final cutting and framing to
required length is performed on site by others.
WILD END
One end of the beam is left U",,"t Finnl ,,"tting to reouired lenath
is performed on sit by others. The extra len~th associated
with the "WILD" end varies anywhere from 1/2 to 1'-0".
LENGTH
I WILD END
...
I
SHOP DRAWING TERMS
GLULAM RIVET:
Abbreviated (G.L.RIVET.) on shop drawings. Glulam rivets are high strength fasteners specially
developed for glued-laminated timber construction. Design criteria for glulam rivets are based
on the rivets being driven through circular holes in side plates until the conical heads
are firmly seated. Each rivet shall, in all cases, be placed with it's major cross sectional axis
aligned parallel to the grain. Glulam rivets ore available in lengths ranging from
1 1/2" to 3 1/2" long. Drive outermost rivets first. The use of safety glasses is recommended.
supports.
~1/84. dla. hole In plata
11/32"+-0.010 7/32"+-0.010
~
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VARIES
-v"., l_
.
_ J 1/4"+-0.0J0
"-.
1/8"+-0.005~~
LI I- '/4"+-0.008
..
FIELD DRILL
"
"" ...../
PILOT LENGTH
eOUNTERBORE
Holes for machine bolts shall be accurately aligned
and drilled not less than 1/32 inch (1 mm) or more
than 1/16 inch (2 mm) larger than the bolt diameter.
Holes for lag bolts shall be drilled in two stages
to create 0 hole in accordance with the diagram.
SAW KERF
A deep dap in a member usually for concealed
connections. Bolts or steel dowels are used to
connect the glulam to the hardware. A typical
kerf is 3/B inch (10 mm) wide.
NEAR SIDE
Abbreviated (N.S.) on shop drawings.
FAR SIDE
Abbreviated (F.S.) on shop drawings.
~~~~
~WM~~
COUNTER BORE DIA.
- PILOT DIA.
COMPLETE:. WI I H
Abbreviated (CjW) on shop drawings.
ON CENTER
Abbreviated (o/e) on shop drawings.
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PRECAUTIONS TO MINIMIZE
SURFACE CHECKING
To minimize checking the following suggestions should be considered;
Checking of wood is due to differential shrinkage of the fibers in the inner and outer
portions of a wood member and is associated with rapid lowering of the moisture content
at or near the surface of the member. Minor checks confined to the surface areas very
rarely have any effect on the strength of the member and may be disregarded since there
Is ample factor of safety used in the development of allowable shear stress values. Deep
checks may be significant if they occur at points of high shear stress (Mid height of the
member or near supports).
1) As checking is related to moisture loss, great care should be
taken to prevent the members from absorbing moisture after
fabrication. Proper on site storage will aid greatly in preventing
further moisture absorption by the members.
Differences in the shrinkage rate of the individual glued laminations tend to
concentrate shrinkage stresses at or near the glue lines. For this reason, when checking
does occur, it is usually adjacent to glue lines. The presence of wood fiber separation in
the laminations of checked members indicates there is adequate glue bond and not
delamination.
2) The application of wood sealer will retard, but not prevent, checking
under extreme conditions. Regardless, the value of ordering glued
laminated timbers with factory applied sealer cannot be understated.
The standard factory application Is one coat to side grain surfaces
and two coats to end grain surfaces. If severe conditions are expected
ordering members double coated is recommended for added protection.
"
One of the major advantages of glued-laminated timber is freedom from major
checking due to the exclusive use of kiln dried lumber in its fabrication. However some
seasoning checks may occur when timbers are installed under conditions of low relative
humidity that require rapid adj.Jstment to a much lower equilibrium moisture content.
Laminated members glued within the range of moisture contents stated In CSA Standard
0122-M19BO (7" to 15"> approximate the moisture content in normal use, thereby
minimizing checking.
.
3) After the structure is enclosed, and heat is introduced, the
temperature should be raised very slowly, over several days if
possible. Especially in dry weather, during fall and winter, the
.
air in the building should be humidified and maintained at a
minimum temperature over several weeks to allow gradual drying.
-""
"",."''''
4) The factory applied sealer is intended as a temporary protective
coating, NOT AS THE FINAL FINISH. Therefore, as soon as
possible after enclosing the building and always before excessive
heot is introduced, one coat of a quality varnish or varathane or
other undercooting should be applied then followed by the finish
coating in accordance with the architect's finishing schedule.
5) Glued laminated members located close to building ventilators or
hot air outlets, require special consideration. Some method
must be used to direct the air flaw away from the member.
If this is not possible or practical it is essential that the members
receive at least two applications of surface sealer before the
ventilation system is turned on or excessive heat is Introduced.
6) If surface checking does appear, no filling should be done until the
member has reached a moisture equilibrium between the inner and
outer fibers. This usually does not happen until the second heating
season. It is therefore recommended to delay any filling of surface
checks for not less than one year after the checking was first
discovered.
E
SHOP DRAWING AND NOTES FOR
GLUED LAMINATED TIMBER
The conditions and requirements of 011 notes are
hereby mode a part of the shop drawings.
YVlQQJL"J~D "'{
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~~ 8[AMS lRUSS[S ARCH[S
CANADIAN ADDRESS: P ,0. BOX 580
BOISSEVAlN, MANITOBA
ROK OEO
Phone : (204) 534-2486
FAX: (204) 534-2236
USA ADDRESS: P.O. BOX 490
DUNSEITH, NO 58329
EMAlL: westernorchribotechplus.com
Correction of minor misfits. trimming and reaming
shall be considered a legitimate expense of erection.
Field cutting should only be conducted in accordance with
the shop drawings or with approval from Western Archrib.
All field cuts should be coated with an approved sealer
Western Archrib accepts no responsibility for patching
or re-staining surfaces damaged in handling at
unloading or installation.
FOR APPROVAL ONLY
NOT FOR CONSTRUCTION
PRIOR LAKE
BAND SHELTER
PRIOR LAKE. MN
This document consists of 8 ~ages._
A
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I'- W
T +G DECKING,
- LAY UP 5HALL BE RANDOM LENGTH CONTINUOU!:
- NAILING SCHEDULE' FACE NAIL DECKING TO
BEAMS WITH 2 -12d COMMON OR RING SHANK
NAILS. TOE-NAIL COURSES TOGETHER EVERY
30" WITH (Qd NAlLS_ OFFSET ALTERNATE
COURSES BY 15". TOENAILING SHALL BE
STARTED APPROXIMATELY 12' FROM END OF
EACH PIECE.
,
0 30'-0'
. - I
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F2
~__________________________________ . ~.. J---__~,~
B3
o
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30'-0'
B2
,-" ...,---- .--------- - - - ------- -. - .-- --
42'-0' - --------~
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2x(Q NOMl'lAL T +G DECKING--'
------------~-"'.'.-
Bl
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SECTION A-A
Fl
54'-0"
100'-0'
PLAN VIEW
A
::l:
NOTES'
'-
'\
DESIGN LOADS
LIVE LOAD' 40 psf
DEAD LOAD' 10 psf
1) SUPPORTS FOR CURVED BEAMS B1.B2 AND B3 5HALL
BE DESIGNED TO ALLOW FOR THE FOLLOWING HORZONTAL
DEFLECTION (TOTAL).
o 3/4' FOR Bl
10 5/8" fOR B2
110 1/2' fOR B3
2) ALL BEAMS REQUIRE MINIMUM 3" BEARING LENGTH
.
ENGINEER
ARCHm:cT
COHTRAClllR
R.E.W. SUPPLY, lNe
ENGINEERED WOOD PRODUCTS
1775 THURY COURT, ST. PAUL,MN 55110
PHONE: 651-426-1123
FAX: 651-653-7985
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mESIlIE-
P.O. BOX 580
8OISSEYHN, MANITOBA
_ : (204) 534-2_
FAX: (204) 534-22Jl1
EIlHL : WfSTERNA'" ,'''I ' ImiPUJS.COII
PROJrcT
PRIOR LAKf
BAND 5I1fL TfR
PRIOR LAKE. MN
PROJrcT NO. FILE NO.
00-492 BC-091
INDEX
PlAN
SECllON
RE.VlSION lII\TE DRAWN
~ OCT 00 DJ
W 12/12/00_
W 01/18/01 ~EET
[15 -- 15M )( 35' REBARI
R = Z8'-O'
N
"
....
I'
<')
5 1/1(0'
U J
ON C.L.
Z4'
TYP.
R = 31"-7 1/Z'
161
1 REQ"O -- I;; 3/4'x 37 1/Z' x 51;;'-"1 1/4' 5PAN
115 -- 15M x Z"I' REBAR]
R = 28'-0'
15M x 2"1' ON C.L.
,V>
...
,
...
"-
~
24'
. TYP.
5 1/11;;'
V *
--
162
1 REQ'O -- I;; 3/4'x 31 1/2' x 44'-"1 1/4' 5PAN
rta,u
5 1/11;;'
IJ
1
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NDr~ ;
fOETAL A
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5 1/1CD'
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DRILL 3/4' DIA. HOlE ON C.L.
FOR 15M REBAR AND EPOXY
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DETAIL A
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EJIGlNEER
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CONTRACTOR
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lUllIlER: . D.FlR
~ SIZE: . 1 1/2.
SlllESS GRADE: . 24F-V4
N>PfNW<CE CRAQ€, . ARCHIlEClURAl
GLUE: .o'\o:..:IO.............OL
CIoNllEjl, . AS NOlED
_NO: .~ ONO
SfAlER: . HEAVY
R.E.W. SUPPLY, INe
ENGINEERED WOOD PRODUcrs
1775 TIillRY COURT, ST, PAUL, MN m 10
PIIONB: 651-426-1123
PAX: 651-653-7985
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USHmMmlSiIIiJ
f'.O, BOX _
IlOlSSEVAIN. llAN1TOIlA
Phone : (204) 534-2486
ff>:1. : (204) 534-2236
ENAlL : WESfERN,tRC, ,~...:. '':''''' ,-.;..US.COM
PRDJECr
PRIOR LAKE
BAND 5I1EL TER
PRIOR LAKE. I"tl
PROJECr NO, FILE NO,
00-4"12 BC-O"l1
INDEX
81
82
REVISION DAlE DRAWN
W ocr 00 OJ
W 12/12/00_
SHEET
2
.
= 28'-0' 5 1/1G"_
V
163 1 REQ'D -- I<i 3/4'x 19 1/2" x 32'-9 1/4' SPAN
= 28'-0'
....
1f1
1 REQ'O -- 1 3/8' x 7 1/2' x lDO'-O' SPAN
"""'-"-"'-
in
t
~
SAME
= 31"-7 1/2'
fiELD fRAME ENDS -- LEAVE ENDS WILD
N.s.G,
-'
lf2
1 REQ'D -- 1 3/8" x 7 1/2" x 30'-lD' SPAN
fiELD fRAME ENDS -- LEAVE ENDS WILD
15'-9'
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fiELD fRAME
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If3
2 REQ'D -- 1 3/8' x 7 1/2' x 2G'-0"
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ENGINEER
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ARCHITECT
CONT1lACTOR
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LlJlotBER: . D.AR
lAN, SIZE, . 1 1/2"
STRESS GRADE, . 24F-V4 0,':'.0.
APPENlANCt: GRADE, . ARCHITECTURAl.
GLUE: . RESORCINOL
CANBER: . I>S NOTED
WRAPPING: . YES 0 NO
SEALER, . HEI\VY
R.E.W. SUPPLY, INC
ENGINEERED WOOD PRODUCTS
1775 TIllJRY COURT. ST, PAUL. MN 55110
PIlON!!,651-426-1123
FAX: 651-653.1985
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~1iJiil1I iJID) m'
liil1lliJlltlliJ ')
IERlS ES IlDIIIS "
P.O. BOX S80
BOtSSEVAlN. MNllTOllA
Ph.... : (204) 534-2486
fAX: (204) ~4-22J6
ENAlL , ~TECHPLUS,CO"
PROJECT
PRIOR LAKE
BAND 5HEL TER
PRIOR LAKE. ~
PROJECT NO, RLE NO,
00-492 BC-091
INDEX
BJ
f.
f2
fJ
RE\/1SlON DATE DRAWN
"W OCT 00 OJ
W 12/12/00_
SHEET
3