4663 Pine Cone Cir41111
City of Eaall
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
r
Use BLUE or BLACK Ink
For Office Use
Permit #: / U (S-6—/
Permit Fee: (00
Date Received:
Staff:/19-
2012 RESIDENTIAL PLUMBING PERMIT APPLICATION
Date: &"21-l'- Site Address: L// 63 1ir1tCene c-'� &ja�.�. /14/V
Tenant:
Suite #:
RESIDENT / OWNER
Name: 405et. s Dort &I. lac5-eetk Phone:
Address / City / Zip: 4,13 Ne Cont Cr.r
CONTRACTOR
Name: Pac:5;ay‘Plimmi, :i,J kit . License #: PC6V3V 6
Address: 1-112q6.4.6412 _ cf. City: ' F t4 lack'
State: MN Zip: ,553%, Phone: 74,3-'/q 7`7t/'4
-
Contact: Mtcttae-I Iorese4A Email:
TYPE OF WORK
X New Replacement Repair Rebuild X Modify Space Work in R.O.W.
^
Description of work: p4z3L Powe to(
_
tt
t 0.TArr .s Jet ukAiDetr
PERMIT TYPE
RESIDENTIAL
Water Heater
Water Softener
Lawn Irrigation (_ RPZ / PVB)
X Add Plumbing Fixtures ( Main / Lower Level)
Septic System
_
Water Turnaround
New
Abandonment
L., L, Ba/L ,- ktkef bar
RESIDENTIAL FEES:
$60.00 Minimum Water
Heater, Water Softener, or Water Heater
(includes $5.00 State Surcharge)
Fixtures, Septic System Abandonment, Water
and Softener (includes $5.00 State Surcharge)
$60.00 Lawn Irrigation
$60.00 Add Plumbing
*Water Turnaround
$105.00 Septic System
Turnaround* (includes $5.00 State Surcharge)
and $5.00 State Surcharge)
TOTAL FEES $
(add $189.00 if a 5/8" meter is required)
New ($10.00 per as built) (includes County fee
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage.
Call 48 hours before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.org
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval of pla
x I eek Ko(J p-ef u
Applicant's Print Name
x
Applicari/Signature
FOR OFFICE USE
Required Inspections:
Under Groupe
ough-I n Air Test > ; Gas Test : Final
Parcel Files Cover Sheet
Unique ID: 11514
4663 Pine Cone Cir
105770005002
Dpof o ? 04? -??/ t?P L3ao?
RESIDENTIAL BUII.DING WP ?`? a o 1
? -?-? Permit Application Q? ? 3ap ?-
? City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694
?,L?9 ? ? ' .F k 1 ?? r(
?? ??'y.- 1
c_?? 3 - ?w ? `?
New ConsWdion Reauirements Remo ee ir R uiremen Office Use OnN
3 registe2d site surveys shwrifg sq. ft af bt, sq. ft. of house; and all roofed areas 2 copies of plan Cert of Survey Recd
(20% maximum lot mverage allowed) 1 set of Energy Calalations for heated additions Tree Pres Plan Recd
2 copies of plan showing beam & windax sizes; poured (ound desgn, etc. t site survey for addNOns & decks Tree Pres Reqd
lsetofEnergyCakulatians Addkion-irMkateHOn-sitesepNcsystem On-siteSepticSyslem
3 copies of Tree Presenafion Plan if lot Dlaped aiter 117193 r? r? S'E Y?l r? ?? r?
Rim Joist Dehtl Options selecdon sheet (bl?s wilh 3 or less unils
49? , u- I "_IQ ?
t-n
Date G
' l l U`'t" Construction Cost ?-7 l.tJV , W ?
?
lf"e
Sitp Address UniUSte #
L-0T , ( l ULK- o S
Descriptlon of Work I t?l•t???i"?71 %°.F C' `??
Multi-Family Bldg _ YX N FIreplace(s) _ 0 ? 1 _ 2
PropertyOwner mC)h Z3 ( (TT hC \ ) Telephone # (66 1) !>? ? ^ :2"? 1Z
Contractor
Address C?5)l
1? t _---? Ciri
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State 1 ? f(? ( t '
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Telephone #(0) ?'-2 0 O
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COMPLETE THIS-AitEA OWLY=IF CONSTRUCTING A NEW BUILDING
- Minnesob Rules 7670 Cateeorv 1 Minnesota Rules 7672
Enefgy Code Category . Residentlal Ventilatlon Category 1 Worksheet • New Energy Code Wohcsheet
(J submission type) Submitted Submitted . Energy Envelope Calculations Submitted
Have you previously constructed a building in Eagan with a similar plan2 _ Y _ N If so, 25% plan review
fee applies.
Licensed Plumber_'SChL.re-ir- p I Um 6nq
Mechanical Contractor L-d-?
u
Sewer/Water Contractor _ J
Telephone #(JpQ ?734-
Telephone # (?j) ? ?'??71 J
Telephone #9?3 41
I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate;
that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN
Statutes; I understand this is not a permit, but only an application for a pernut, and work is not to start without a
permit; that the work will be in accordance with the approved plan in the case of work which requires a review and
approval ofplans. /
ApplicanNs Printed Name ApplicanYs Signature
Y _N
-Y 2?N
_Y k!Tl
_Y _N
3/2 t p 1
OFFICE USE ONLY
Sub Types
? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool
X 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.)
? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 PorchlAddn. (4-sea.)
? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screeNgazebo)
? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage
? 06 04-plex ? 12 12-plex Plbg_Y or _ N O 25 Miscellaneous
Work Types
X 31 New
? 32 Additlon
? 33 Alteration
? 34 Replacement
,
O 30 Accessory Bldg
? 31 Ext. Alt - Multl
? 33 Ext. Alt - SF
? 36 MuIU Misc.
? 35 Int Improvement ? 38 Demolish (Interior) ? 44 Siding
? 36 Move Bldg. ? 42 Demolish (FoundaGon) ? 45 Fire Repair
? 37 Demolish (Bldg)' ? 43 Reroof ? 46 WindowslDoors
•Demolition (Entlre Bidg) - Give PCA handout to appliwnt Valuation I l oV b
Census Code I"/
SAC Units
Nbr. of Units
Nbr. of Bldgs ?
Type of Const ?h?
Occupancy /" MClES System
Zoning ? City Water
Stories Booster Pump
Sq. Ft. PRV
Length Fire Sprinklered
Width
-T-r-
? Footings (new bldg)
_ Footings (deck)
Footings (addition)
?t Foundation
Drain Tile
Roof Ice & Water Final
Framing
Fireplace ? R.I. )(AuTest IFinal
? Insulation
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Utility Connection Charge
S&W Pertnit 8 Surcharge
Treatrnent Plant
License Search
Copies
Other
Total
REQUIRED INSPECTIONS
? Final/C.O.
_ FinaVNo C.O. ,
_ Plumbing
_ HVAC
Other
Pool _ Ftgs _ Air/Gas Tests _ Final
--:;---Siding Stucco _ Stone
_ Windows (new/replacement)
_ Retaining Wa(1
Approved By Building Inspector
_----------------------------------------------------
_ VQ
!;74
-
-
.
r
Permit Number
REScheck Compliance Certificate Checked By/Date
2000 Minnesota Energy Code
REScheckSoRware Version 3.5 Release le
Data filename: C:\Program Files\Check\REScheck\mbc0l 17.rck
PROJECT TITLE: mbc0117
COUNTY: Dakota
STATE: Minnesota
ZONE: 2
CONSTRUCTION TYPE: Single Family
DATE: 01 /07/04
DATE OF PLANS: I ]/13/03
PROJECT DESCRIPTION:
Piney Woods Spec #2
Lot 5 Block 2 Piney Woods
Eagan, MN
DESIGNER/CONTRACTOR:
Manley Bros Construction
COMPLIANCE: Passes
Maximum UA = 564
Your Home UA = 447
20.7% Better Than Code ([JA)
Gross Glazing
Area or Caviry Cont. or poor
Perimeter R-Value R-Value U-Factor UA
Ceiling 1: Raised or Energy Truss 1467 44.0 0.0 32
Wall 1: Wood Frame, 16" o.c. 450 19.0 0.0 19
Window 2: Above-Grade:Vinyl Frame:Double Pane with Low-E 131 0350 46
Wall 2: Wood Frame, 16" o.c. 1611 19.0 0.0 81
Window 3: Above-Gnde:Vinyl Frame:Double Pane with L,ow-E 201 0350 70
Door 1: Solid 41 0350 14
Wa113: Wood Frame, 16" o.c. 1352 19.0 0.0 72
Window 4: Above-Grade:Vinyl Frame:Double Pane with Low-E 125 0.350 44
Basement Wall l: Solid Concrete or Masonry 1130 11.0 0.0 62
Wall height: 8.8'
Depth below gade: 8.2'
Insulation depth: 8.8' '
Window 1:
Basement > 5.6 ft2:Viny1 Frame:Double Pane with Low-E 20 0350 7
Floor I: All-Wood Joist/Truss:Over Outside Air 13 30.0 0.0 0
Fumace 1: Forced Hot Air, 90 AFUE
Proposed and Maximum U-Factor Averages
Proposed Maximum
Average U-Factor Allowed U-Factor
Above-Grade Windows and Glass Doors 0350 0.370
Includes Foundation Windows > 5.6 ft2
COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications,
and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 Minnesota
Energy Code requirements in RES check Version 3.5 Release le (formerly MECchec,? and to comply with the mandatory
requiremenu listed in the RES checklnspection C cklist.
Builder/Designer Date 1 r v?" '
REScheck Inspection Checklist
2000 Minnesota Energy Code
REScheckSoftware Version 3.5 Release le
DATE: 01/07/04
PROJECT TITLE:mbc0117
PLAN REVIEW AND INSPECTION ISSUES
This list of items may be helpful for Plan Reviewers and Building Inspectors to use as a guide for enforcing the
Minnesota Energy Code. The items apply to Group R, Division 3 Occupancies, one- and two-family residential
dwellings. The items marked with * apply only to detached one- and two-family
residential dwellings.
PLAN REVIEW ISSUES
FOUNDATION INSPECTION
[] foundation wall insulation R-5 minimum
[] foundation insulation extends from top of wall down to top of the footing
[] exterior foundation insulation is covered by a protective coating finish
CONCRETE SLAB OR UNDER-SLAB INSPECTION
[] slab on grade perimeter insulation R-5 minimum
[] slab insulation extends from top of slab to design frost line or top of footing
[] floors over unheated space R-30 minimum
WINDOWS / DOORS / SKYLIGHTS
[] average U-value is 0.37 maximum for windows and glass doors (excludes foundation windows)
[] window U-values consistent with building plan and RES check Certificate
window and door areas consistent with building plan and RES check Certificate
MECHANICAL VENTILATION ISSUES
[] residential mechanical ventilation system provides adequate ventilation per code requirements•
[] furnace efficiency is consistent with RES check Certificate or building plan
[] protection against excessive depressuri7ation is installed per code requirements*
ENVELOPE INSULATION FOR PLAN REVIEW
[] interior basement insulation R-5 minimum (if no exterior insulation)
[] ceilings with attics R-38 minimum or consistent with building plan and RES check Certificate
[] wall framing and insulation level is consistent with building design and RES check Certificate
INSPECTION ISSUES
CONCEALED INSULATION
Framing and Sheathing
[] wind wash barrier installed at attic edge
f 1 exterior wall corners framed so that insulation can be installed after exterior sheathing is installed
[] intersections of interior partition walls and exterior walls framed so that insulation can be installed between the
partition and exterior sheathing afrer exterior sheathing is installed
[] gaps beriveen framing less than one-half inch are eliminated by securing framing together or are insulated at the
time of assembly *
{] all penetrations between conditioned and unconditioned spaces made prior to framing inspecuon aze sealed *
Interior Air Barrier
[] all fire stops are air sealed
[] pipes, ducts, wires, equipment and flues and chimneys through the interior air barrier are sealed
[] a sealed continuous interior air barrier is installed on the warm side of the building envelope at ceilings, walls,
and floor rim joist areas *
[] air barrier behind tub and shower is sealed and protected
[] recessed light fixtures are sealed
Envelape Insulation
[ ] basement insulation R-5 minimum
[] wind wash barrier on wall separating house and garage is sealed
[] loose fill insulation is prevented from entering the eaves
[] insulation on skylight shafts and walls exposed in attics is suppoRed on the unconditioned side
Attic Insulation
[] attic access panel insulated to R-38 for ceiling panel and R-19 for wall panel
[] attic card attached to framing near access opening
(] notification of attic R-value and date of installation posted neaz building permit inspection cazd
This is a summary only. Other requirements may apply. See the Minnesota Energy Code. Questions? Callthe
Deparhnent of Public Service Information Center at 651-296-5175 or 1-800-657-3710.
??
w • LOT SURVEY CHECKLIST FOR RESiDENTIAL
' BUILDING PERMIT APPLICATION
PROPERTY IEGAI: ? &,4 5-
DATE OF SURVEY: `{
IATEST REVISION: Z- S? C y
m
m
t
m
t
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9
O i ¢ DOCUMENT STANDARDS
5r ? ? • Registered Land Surveyor signature and company
ga' ? ? • Building Pertnit Applicant
iz ? 0 • Legaldescription
ar p ? • Address
jg ? 0 • North arrow and scale
? ? ? . House rype (rambler, walkout, split w/o, split eMry, laokout, etc.)
? 0 ? • Directional drainage arrows with slope/gradient %
)gf ? ? • Proposed/existing sewer and water services 8 invert elevatlon
,W ? ? • Street name
)R' a 0 • Driveway
? ? • Lot Square Footage
? ? @iw. • Lot Covera9e (Shor+elck-,? Z?.'.,5 ??, ??oPly)
ELEVATIONS
Existina
? ? ? • Sewer service (or Proposed)
? ? ? • Property comers
? ? C • Top of curb at the driveway and property Iine extensions
? g ? • Elevations of any existing adjacent homes
?e ? ? • Adequate footlng depth of sWctures due to adjacent ufility trenches
?, ? ? • Waterways (pond, stream, etc.)
Prooosed
.? ? C • Garage floor
? ? ? • Basementfloor
? ? ? • Lowest exposed elevation walkouUwindow)
? ? 0- • Properry comers (so,?{G, rh? a-F(e, P;Pe ?e•NO?a.e)
o ? • Front and rear of home at the foundation
PONDING AREA (if aoolicable)
p? ? 0 • Easement Ifne
$ ? ? • NWl
59 ? ? . HWL
0,0 qlllp? • Pond # designation Cm??slny? n n
A ? ?? • EmergencyOverflowElevation?„„iss?'tiy?-?E? ?Ire??°'?' oT ?f'?OW
? K p . . Pond/Wetland buffer delineation
DIMENSIONS
9 ? ? • Lot lineslBearings & dimensions
?? • Right-of-way and sVeet width (to back of curb)
p? . Proposed home dimensions including any. proposed decks, overhangs greater than 2', porches, etc.
(i.e. all swctures requiring pertnanent fooGngs)
p? ?? • Show all easements of record and any City utilides wfthin those easements
yq ?? • Setbacks of proposed structure and sideyard setback of adjacent exis6ng sWctuces
??? • Retaining wall requirements.'rfany ack o ?tx -? ho sv C'o?vrPi C pP S 3° / s?qae
Reviewed: \G/ z- y o y
Name Date
GJFORMSlBuilding Permit Appliratlon
2009 03/09 08:25 FA% 8905883 8905883
=C0
INSTANT TESTING/ALLIED
Q001
iNSTANT TESTING COMPANY
7125 West 126'" Street Suite 500 Savage, MN 55378 •(952) 890-7366• Fax: (952) 890-5$83
DENSITY TEST REPORT
Post-it' Fax Note 7671
C
MANLEY BRdTHERS CONSTRUC710N
2713 CLIFF DRIVE
EAGAN MN 55122
Proiecr 4663 Pine Cone Circle Eaaan
Date Tested: March 3, 2004 @ 2 pm
Ordered 8y: Curt Srocker
(07.s`--s44r :
Reported: March 3. 2004
Field Technician: Jake Ashworth, tTCO
Inplace Densiry Results '
Test Number. ? Z
I,ocation: 7 9' from back T from front of
waN back center garage
of d
D th Below Grade- Grade
Visual Soi! Class: Sand 8 ravel
Proctor Curve Number. 03-01
Percent Maisture: 4.4 6.0
O timum Moisture: 10.0 10.0
Relative Moisuue, Percenk - 44 60
Field Densi , PCF: 125.0 126.8
Standard Maximum Ory Densi . PCF: 129.3 129.3
Relatlve Densi , PerCent: 97 gg
Re uired Minimum: 95 95
/
Remarks: Patls constructed of engineered fill oouid be subject to a loss ot consolidation if left unbuilt upon over a
single win[er. Penetrating frost combined with a season of freeze-thaw cycles might loosen sols to the
depth of the frost. This applies to fill composed ot efther granular or ftne-grained cohesive materiel. Alt
pads left exposed for more than one wlnter should be inspected by d geoteChnical engineer or teehnician.
Charge Codes: Dansiiy Tes[s 1-2 #801 1
Charge Per 7est #306 2
Mileage #612 25
Signad . m
-Daniel J. N , ssionai ngin r- qegistratan No. 20797
2004 05/09 08:27 FA% 8905883 8905883
?
Ifi-
=co
INSTANT TESTING/ALLIED
INSTANT TESTING COMPANY
7125 West 126" Street Suite 500 Savage, MN 55378 •(952
DENSITY TES7 REPORT
Q001
Post-ii" Fax Notg 7671 ,
ro -1 FMM
co.?acf• ?h fi-A c.o.
Plbnet PhWfICC
FeR p
-
MANLEV BROTHERS CONSTRUCTION
2113 CLIFF DRIVE
EAGAN MN 55122
Proisct: 4683 Pine Cone Cirole. Eaaan
Date Tested: March 3, 2004 C 2 pm
Orderetl By: Curt Stocker
Inplace Dengity Resuks? '
Rep6rtetl: March 3, 2004
Field Teehniclan: Jake Ashworth, ITCO
Test Number. . ? 2
LocaNan: 7 9' from hack T from frnnt of
wafl back center garage
of ad
D th Below Grade: G2de
Vsual Soil Class: Sand & ravel
ProetOr Curve Num6er. 03-01
PerceM Moisture: 4.4 6.0
O timum Mpisture: 10.0 70.0
RelaUVe Moisiure, Percent 44 gp
Fleld Dens' , PCF: 125.0 126.8
Standard Maximum p Oens . PCF: 129.3 129.3
Reiative Densi , PercenC 97 98
Re uirea tiqinimum: g5 95
Remarcs: Pads constri-rted of engineered fill cauld be subject to a loss of consolidation if left unbuilt upon over a
single winter. Penetrating frost combined with a season of free2e-th0w Wcles might loosen soil5 ro the
dapth of the frost This appGes to fl1 composed of either granular or ftne-grained eohesive material. All
pads lek exposed fnr more then pne winter shoufd be inspecfed bq a geotechnical engineer or technician.
Charge Codes: Density Tests 1•2 #spg I
Charge PerTest #306 p
Mileage #612 25
Signed
:Daniel J. N , r ssianal rgin r- RegisVation No. 20191
Address: 4663 Pine Cone Cir 55123
Lot: 5 Block: 2 Subdivision: Piney Woods
THE FOLLOWING TTEMS WERE/WERE NOT COMPLETE AT FINAL INSPECTION ON I rf Z4. Q4
Yes No Comments
Final ade - 6" from sidin
Permanent ste s - arage
Permanent ste s- main entry
Permanent drivewa
Permanent as ?
Retainin Wali or 3:1 Max Slo e
Sod/5eeded lawn
TraiUcurb dama e
Porch ?
Lower level finish ?
Deck
Fir lace
• Verify with your builder that roof test caps from the plumbing system have been removed.
• Turn off water supply to the outside lawn faucets hefore freeze potential exists.
_• Call the Ciry's F,ngineering Deparknent at 651-675-5646 prior to working in right-of-way or installing
irrigation system.
4 BUILDINGINSPECTOR: ??lce-
CONTRACTOR:
Manley Brothers Construction
2113 Cliff Drive
Eagan MN 55122
9528982187
° MAY.12-2004 WED 03,29 PM LYMAN LUMBER FAX N0. 9528982187 P. 01
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AUi'OMATED SUILDING COMPONENT5, INC. /l
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1o-7-e zia-a ze-a-a 3/
9/2004
All pla?es are 20 gauge Trusaal Connectors unlesa proceAetl by'M%" for HS 20 gauga or "H" for 18 gauge, poeldoned per Jolnt Detall Reporls evalla6le from 7ruawel aoflwere, unleu notetl. Scele: 1/8" =1'
AUTOMATED WARNING Retul all nofee:on this sheef nnd give a copy of it to the Erecting CorttractOC Job Name: PINEY WOODS SPEC 2
TusJeei?isforwindivi?udbuihtinQr4i?onw?uwwssayxvm Ithosbrenboaedovspecifwuonepovi0edby?hco?onrntmonufeet?ver Cbk; BUILDING uxlJoi?einwv?NmawiihJieartm?vcniwsofTPlmdAFPAAeeigosdndaNS.NOaO,neibiliryle+vumeJfwJimciuiweleccueacy.Limenaona
uremhverif dbyYSCOivponrninunufeemrtrvWwdtildiugJesiBwI'^^??°('b'imuou.'ITebuildingJuigneri?waocceOuintl?at1heloaJn ??? MJ
COMPONENTS al. ilusde6gonreiorexceedtlnbo0iugimpo? byNelacdbuiWivgeaWaodJ. pvUcWarepp1ka1imTheduignosswrcaNUtlr, cMN. w Diye 35.00 DeY ourtacs L-1.15 P=1.15
is IniwnllY broced by ihe mo(ortloor slwetltin6 eod Ju boaom choN is IaiemllY bmcW by v n8? ^katl?ing rt?eierid dirtc?lY etiacl?, unkav otle?ise '
mwLBmcingslnwniafwla?evls?ryinufwmpooenunmmbersoWy?ortduceM?eeklingkngihTfiiamn?ryweasM1allw?beMecWinonY TC Dead 7.00 Del RBpMbr Bntl 1.15
100 Zephyr Avenue South euvirowimm11Miwulcouaetl. moiwrccouiemofdxwoodwexexdl9%eaVorcemeconnecwrpla¢cortnaon.Falmcae,hvidk,iossoll ee rav. 0.00 D.: o.espazing 2-0-0
Montrose,MN 55363 M1rviceNsmusmrccoNwxwiffi ft (ollowingsundWa:'Jnwtend(,WniogUemllReryxuevulvbleeswqwtfiwnTnswalsofiwere',
PHONE: 248-4041 ANSI/IPII','WTGI'-WOOdTrvssCouorilMA?rcricoS1vedeNDerign Responsibitiue;'HAN?LMGINSfALL.INGANDBRACINGM6fAL BC DeaA 30.00 Def DB91y11S?10C IflC
(800) PLA7ECONNL'CTE?WOOUTRUSSES'-(HIB-91)wW'H3-915UA1MARYS{6?Bl'by7'PI.TheTrvvPleminefiwrc(IPI)islaueJmD'OnwfrioDrive,
FAX: (763) 675-3522 Mvliwn, Wiacooeio 57919. The A?rencan Fvre. wJ Paper Assxiabn (AFPA) ia locowl ot 1111 Ihh Srcat NV1, Sk M. WnshiueM? DC 20076. 1VTaL 52.00 oeE SGQO T8.4.10 - 0
g0??° BC CALCO 2003 DESIGN REPpR7 - US i Thursday, April ot, 2004 1S:AfJ
Single 11 7/8" BCI0400s SP
.1a0 Name:
Acfditss:
Clry, Sl-tle, 'Lipf ,
Cualomer:
Codo repoAs: NER 594, ICDO 5200
Tolal Florizonlal LBnglh - 22•06-00
psf 110 pE( OC Spacing iG• -' I
K .. . . . . . , .. . . , . ,
i
01-06-5U 06-08•00 14-00.00 i
81, 3-1/." 87, 3-111."
8G3Ibs L l 81016s LL 33Z lbs LL
BM1?t I7IDl 22 ICS DL ? BG Ihe OL
General Data
Veryiun: US
MumborType: Joist
Numbcr of Spans: 3
LolL Conlilovcr: Yns
F2iyht CantilovCr: Nu
Slupe: a/12
4C Spscing: 16"
Rapeli6ve,: Yes
CpnstruUlnnType: Glucd
Live Load: 40 psf
Dead LoaA: 10 psF
ParUlion Load: 0 psf
DUtaUUn: 100
Disclosure
'fho complctcness and eccuracy f
the input must bo ys,:ufi?y anyo i
wfro whn nutpul as
evitlence of suitability For d
partlcular aGPlic;etion. Tho output
obovu b^ b25ud uporl bliildiny
codo-acaciptod desiqn pruperlies
ond analysi; mcUiods. inslallation
of QOISE ongincurcd wooJ
praduols must be in accuidancc
wiNi lhe current Inetatlntion Guidp
anrllhe applicable building codr.s.
To ubtain an Install3tion Guide or if
yuu havo anyquestiuns, please call
(800)232-0788 6ofore 6eginning
proJuct installatian.
6C CALCIJ, OC f-RAMER91 6clO,
OC RIM OOARDTM, 9C OSB FZIM
BOARDT'^, BOISE GLULAM'"',
VEftSA-LAMaD, VEfySA-RIMNU,
VERSA-FIM PLU519,
VERSA-STRANb'"^,
VERSA-STUD^sd, ALLJOISTO and
nJS I" are traelumarks of
Boice Ca,cido COrporafion.
Pago 1 of 1
Filp Name: BC GALC Project :
Uescription:
Spcclfier:
Uesignor.
' Comparry;
Misc:
ID Descrlptlon Load Typo Ref. Sfart End 'Iypa
S Standard Load Unf, Aroa LeR 06-00-00 22-06-00 Livc
,- Dead
? Conc. LIn. Lefl 00•00-00 00-00-00 Livc
Dead
Controls Summary
Gontrol Type Valuo
Moment 2973 ft-Ibs
Ne9. Mamem -2973 ft-Ibs
End Rcaction 396 lbs
Int. Rcaclion 271016s
ConL Shear 2032 lbs
Uplift 149 lbs
Upliff OIb,S
Tulal Load Defl. 2xU366 (0.038")
Livo Load Defl. 2xL1544 (0.066")
Total Nog. DeFl, -O.UB"
Max Ocfl. 0.1 49"
Span / Depth 14.7
C3Ut1011S
UiAift of 149 lbs found at span 2-
k Allowable Duratlon
732%a 115°/a
73.2% 115%
33.1% 100%u
99.2% 115%
78.3% 115°/a
N0
n!a
49.2%
44.1 %
1G.U%
14.9"/
n/a
snug to tho lop oF the flenge. Follow Sho
Notes
Oesign meels Coda rninimum (2xu1 BO) Total load deAecuon criteria for ca
Design meeU Code minirnum (U240) Totalload deFlection critcria for non-
Design meeLS Codo minirtlum (2xL1240) Live load deilection aheria for cai
Design meets Code minlnwm (U380) Live, load defleclion crileria for non-c
Deslyn meets arbiVary (t') Maximwn losd deFlec6on cnteria.
Minimum bearinp length for 81 is 3-i12".
Minimum beanng Ionglh (or B2 is 3•1/2°.
Minimum Dcaring len9th for 83 is 1•3/4`.
EnteredlDisplayed Hor'¢.ontal Span Length(s) = Cleai Span + 1/2 min. end
Valuo OCS Dur.
40psf ifi" 100yu
to pst iG" 90°/a
9C0 ? 16' 11G'% I '
p ' ^-#
A44
4
Dad Case
3 Span Localion
4A
2 • Lcft
3 ?
1 - Fight J?
2 9 - F(ight ?y?
?
6 1 - Right
?- $
3 1-Right
6 ?
2. rziyl,l
6 3 , Lcft
6 1- Righi Suppoi t 0
G 1 - Right EuppuR
4 2
4 3
3
cpans Ove to rooF baAS.
:f Ep311"u.
pans duc to roof b,ids.
r spans.
+ 1/2 intermediato beaiirg
EO/ZO 'd 098bOLGZ96 'ON XdJ 838W(11 NdWhl Wd L'P;b0 fIHJ, b00Z-10-8dU
!N'
E
E)
2--6°
? -------- i? . ??
2 0
REINFORCEME7JT REOUIREMEN7S
• L' CY" Joisls m7y lig cintilovcred up tp a rtiaximum of 2'-0"
wh6in ;;upporting rou( IC•Mds, but mny need reiniorcemcnl.
Tho tables and details un lhis page indlcmrd ihr+ iype oF
feinfnrc(:mCnl refpiircd, if Uny.
• 1'ho tablcs nnU Jalaiis on pagcs 8 and 9 indicatc tlho typR oF
reinForcemenl. if any, is rcquirod for load•6mdny c2nlileveB
uP lo .9 mor.irnum Ikngth of 2'•0'. Canlilevers longcr lhap
2'-0" cannnt Ue relnfarm-d. f IGwevec lunger conUl2vers with
luwcr loads mny bn ,Aiowa6lc withGUl rzinforccment.
Malyzn s?;r.•r,ific ?pPlic;a?inns wilh BC CALC'softw,re.
i(tYTO RCQUlREO REINFORCEMENT
0 - Nn komforeemmd Rc+quired
WS - WcG S[iflen«rs Dt Suprinr!
1- Wub Slillenws Plus Une Reinfqrcer
2- Web ShffemnS Pius Two R«inforccre
X- Ucb Urepor Joir;t& or Closcr Spacin3
•'I'h"e rcyuin,mrnts aar,umN a 100 PLF w:All Iq;id nntl opply
to BG" 40uq, 450s, 500;;, oGOc and 0005 Ser(ee joists.
AdAiilnn;il oupourt nvuy bc mquired for othor loadlnpy.
..",eu RC CnLC^ prc>orvm.
? Conlsc[ P.uioo Nipincered Wvod Produol: fbr re.inforecincm
roquire:nienle on Lql. Ja;;t dcplhs 9re.fcr Ihmn 16:'
; .
. A i ? • ?
•
. ? ?
? I
pI ? ?JJ CY ? ? 1 N}t_?
?N a ,?a ; U.,
?
VI,: min, plywood/OGB or
runLomd clo.urc BCI° JoiN blockm;7 ?
Wy uimdfnr mulE,NCr
`?
?
SINCNf31 11.91H)I ?«' •.
' ?. '
?... %?..'' _.
rcmmroemnnt '
. • 'a " l;'l' : ?•??,
?
'?
? ti' ? '
?
a o, .
Q `' ` I.1
;..':.1?
??t-:: ? ••':.il. , ?f ,' ?
? ?:.
?
, Y. I •
?. •: ;.
r::ld? G:mAor r,mck
? ?
?.
PLriNOOD / OSd REINFORG°n/iENT
(l( Required per Tab1e on P?,ye 3f
• Gj/.:." inin. z d8" long yywood.b56 nt..d shcolliinq must
match ih<: fuIl deptl7 of ihe BCI' Jolot. Nail to Ihu BCI" Joict
with Sd noily el fi" o.c. mid n:lil with ;-Bd uails inlo 60clcec
When rcinWrcing GMh?Sidr.?-, stayger "115 roavuid
splilling. Instoll wiUt horizontal (acW grain.
L'CI° Joists are intendCd only for applicat?o\ that Fastcn the 2x8 minimum lo (he Oq" Jois1 by r?ilii,g lhrwuph tl ?e bocker Ubck .nd Joi,r
provida permanent proteclion from the weathEr. wcu wiin 2 rows or 10d n,iis at e• on t nle:c'Gs= 7Ed nails wilh BGI° 004;•. joisl..
.6L`I'.luislGlor.4an hlclc6r6 cldk ? .
Wr Sea nailaQ,Nfoaan z9 mm, • rer JoL?t
Wuod Slmc.il
PanelClosure Sptnfi/blocking
T?'.': =a°?n.?, c m: ? ?? y..T\??--..---. , :..-??..?_ ? - _ • ' I,
L
L rywall Leling ar
M
? WaoGSlNClurol Mim?>i,
p?pxi?nu Fpn.l SDffl . S6an. not to 34i min.
c
xcced 4''7 pparinp
'I'he3e dctnils 2pply la ca
II may be pwsiGle lo exa
h apcci(c.ipplicotiun with
uniforin loads only.
lions of these dr.latls by analyRing
:• sof(wIrc.
}5 EEwk Sppn,
nulm axccni
a'-a
EO/EO 'd 05860LbZ56 'ON Xd? 838W[ll NdWl,l Wd L5:b0 (1HJ, b02-10-8dd
APR.24.2004 12:11PM 8L15E
9u16e 96116ng Sdutio»s, Menuidoturing I
Engfoeased WOOd prqducts ;
145U(! MaAin p1ive 8004000 Jikfen 1"+rairie, MN 553q4 I
YS52 9.34 6?.al6 F98293415247 Alix;1 29, zcaa
Fx: 7301seTM 13C.I'?' Jaist Prodr.tcts - TttC Rasidaniiu7 Usq -,
I,}maui Lumber Conz}aaaiy i
i
1"pfl West'78th 5lrect,l'.O. Box 130
G'.1±aa:blosen, MAI I
?
1
i
T'o V/Iiuiri It May CQncaii; I
'Qeis Bs;i(er is 3n reszwn,se to youc questiun regarding iliz ccunplete rernovrd of ? I bl0wlusty .
p:z,??;l tsetu?een joists tluct aeo ez'aluwerc?l at the en.d dne to placement of Iarge?fVA.C
ciiaet lia eavity. The tattxrmum wi(ith of tlie o}en cavity is 16 inr,hes ry9th u9_I?ati t:4^,3ra:i;?,
,rval I raltovc+ at(owed unless squash blacks a•e used in the cavi±y.
Due tu tYie reutovul, 2" x 4" b)nzon;al struts will be acided betwee,:, the top fI 6gos ;uuT.
rho betvret:n the bottom fl8ngas stich tkiat no web exisls. StruE at top flfuyge sWt[ bt Wl_
nailecl {a jaisl xt ends. The struis should be attachc,?cl in:samc manner as i£_1?ic ]act;;,f?w-:
pauel fxisfisd so that the:suhfloor-is naileii and gIuecl to-tha 2" x Aclditinn?lly, z,i leoE
oue, biocking panel shall eaLSt on-each side,of the opeu cavity and Sp naip,y p1 'ed';i?
Ci:r+cfies.an conler-,ruther than b incbes on eenter ak the bottom flunge ;o plata rc,,r,er,Eioaa.
'f'hcre shali be a minimum uf 2 blucking punels for a total leng4h of at Ievst 48 ittches
hetwtien exc;)x open catnty when struts are installed in bpen cavity 9s indicaied above.
13C'1* Joists are to ba insta;Ied jn aecardanoe with our Installatiaa.attd SpeciCA;idss. ,
In ditAition, Technical Notes supplemexit our literature to pievi& mora"dcfaile detigrL "
t+stii inskalation requirements. Al1 of our d'Istribution centers and distrihutnrs i litivd chps.c's
af ouc?1'?.niaa{ Iyot? th at Catl Provide addiriorwl product infozxttati+m wU.en ruluir?e:J, f
k?ave tcL4o citta?:)iad att ;ilternAte deteil;which can ba tased insteud of blorlcing pa?a?]s,
c- - -_ -?
If yotir shardd tiavc; ;ucy c?iiestians, please feel freo ta contact mc ttk 877,2 b4.73'?7,
ex&;ts,sian 105, or i-mail nie a.t billtherbald@botsebuidclirrg. cona. i
.?.?AY1G:kS'Cly,
W11I1w71 lbFOb8ltl, ?.r.
Regzon Engineer
ZO 'd 0I8bOLbZ56 'ON XH 1,NddWOO 838Wf11 NdWA"1 Wd 61t; IO f1H,L b00Z-6Z-M
4'`fs dj
PAeximum al}owahle
laferal load = 180 plf
-- 23l32 floor stseafhing w?
48/24 span ratinfl - nail
+•Im board ciosure wJ 8d
at 6" O.C.
2X6 b10Cklhg kaGt1le+jti Bf„.d(xl`.a
Jolats. Nais to plate W! 1611
naft at 6" k,.r. ?
• P,4inimum 1" rim #oard clasure.
? Neil to BCI!A)S jobstwith 4?i3d
rai1 at iov t'< btm flan;le.. -.,--
z
wbod p1`od
-SCIIA-J a CANTILEVEFt..!WI'THCxVT 0
Lk7 QuA
Mirzimum 7f16" sheathing with
24116 span mfing. Nail a!I edqes
and fietd with &d nalls at 6" h.c. _
N-O!E-SY
2
2'_a" max,
1. Th45 detaii Is applicabls only to singie famity
const(uctiors.
2. Caritilevered joists must be propesly sizad fn
all design loads,
3. 131ackina over beadna wall must be oroVided
°C,;I ot F09
floos jois4
€r?c.r6att ?:;3cvs`??
ak'y Calf?G3?:lk?tJ t7Ut`.?P
i waJE iPl oi,'em tcl
i Yoll C3L°FC t!f f4#Yeli'
25 ft. af wali length, rAPFr to IRG 7able R642.1 0.1, wai!
Bracing) ?
4. Detail sltawn above is adeGtaata for BCUAJS jai?t I0temi
stability. Additlonai latefal i•eslstartce nay iae reflulrad
in high wlnd and/or seismic laad areas; cpnsuft i F?
pra)ect's deslgn professional af eecard. !
C;ifltlk3lbt
Page 9 of R
60 'd OlBbOLbZ96 'ON XdJ ANddWOO 83801 NdWb'1 Wd
6lft
10 nHi booz-sz-add
2'_6"
2-_0"
a 100 PLF
00,450,
Contact Boise Engineered Wood
Products for reinforcement require-
ments on BCI° Joist depths greater
than 16'
9
BCP Joist blacking
requlretl fa canGlevE
"hz' min. plywaod/OSB or
nmboertl dosure
SWCturel Panel
-.? ! c ?? ,?' ?' , e o . • : - • . ? . ? ??hi? ? ?, ?. f j
BCIa ;lOists-ace intended only for applications that Fasten the 2z8 minimum to the BCP Joist hy nailing through the backer block and joist
provide permanenf protection from the weather. Wen wim z rows or toa naiis at s• on center. use 16d naiis wim ea•soos jasis.
Wood
BCPJdstblockin backerblack y?g'min. i? BCPJOist
9 -- ` WoodSWCNaI SeepaBeBWWestem
PanelClosure SpeufierGUide ? blating
. ..... ,.. - .\ ? .. "' / - _..... ....' p?
?. " - % . . . . . .
? ? hM
__" '
..,? /1..
, . Orjwail,Cellingor ?- ` Secllon
Woo05tructurel ?- Minimumi+hfimes I ?
Back Span Mazlmum ? !Panel'Soffit
Ii
at m excaed 4'-0' 311i min. I I Back SPan Marimum
y9 Back Span,
• These details a I to canD7evers witFfuNform loads onlY. 6eanng , .
PPY ?. nottoe:ceed4•-0•
• It may hapossi6le.toexceed the limitations of these details by analyzing -_?a specific application with the BC CALC software. . ._ '
i
Small gap
118' min. . z,mm. •
? ;A'
z• min.
4' max.
See chart entitleC '
Web SUlfaner
NaiGng ScheGWe.
rynt rti
2' min.
4? moi'
SwcWral panel web stiffener:
'
'h
x 2?/le min. -400 Setles
s/e" x 25/ie min. -450 Senes
314' n2she'min. -500Setles
' 1'x2sNe'min. -WOSerles
1112' x 3+h' min - 900 Series
• Web stifreners are op6onal ezcept as noted below.
• Web stifteners are ahvays required at supports on 18 & 20 Inch BCI° Joisis.
• Web stiffeners are always required In hangers that tlo not eMenC up to support the top ,
flange of the BCI° Joist Web sti4eners may be required with certain sloped or skewed'
hangers or to achleve uplifl values. Refer to the henger manufaclurer's mslallation
requvements. .
• Web stiflaners are alweys requlred in certain roof applications. See Rooi Detalls on Page 17. . .
• We6 stiffeners are always requiretl under concenVated loads [hat exceed 1000 pountls.
Install the web stlttaners snug to the top flanga in this skuafion. Follow the nalling
schedule for intertnediate 6earings.
• Web stifteners may be used to inaease allowable reaction values.
See BC!° Design Properties on Page 32 or the BC CALC saftware.
PLYWO00/OSB REINFORCEMENT
(I! Requlred per Table on Page H)
• 23I33 Min. z 48" Iong plywood ! OSB
rated sheathing must match the full
depth W the BCI° Jolst. Nail to the
BCI• Joist with Bd neil< nt f,' n c, antl
Joist Joist Bearing iocation
Series De th End Intermediate
sW° 2-ea z-aa
$CI0400 117ib" 2-8d 3-8d
, . 14' 2-8d 5-8d
9k" .2-8d 2-8A
BCI°450 117i5" . 2-8d 3-8d
....14".. 2-8tl 5-8d
1s^ z-aa s-sd
9h"' ' ... 2-8tl . 2-8d...
BCI°500 117ib" ? 2-8d 3-8d
. 14" 2-8d 5-Sd
16'
..
.... . 2-8d
. 6-8d
. .
11 i6" 2-8d 3-8d
BCI0600 ' 14" 2-8d 5-Bd
16° 2•sa s-aa
18° a-ea 7-ea
. 20" 3-8d 8-8d
11 tk" 3-16d 3•16d
BCI°900 14" 5-16d .5-16d
16" 6-16d 6-16d
18" 7-16d 7-16d
20" $-16d 8-16d
• The tables and detalls on pages 8 and 9 indicate the
lype of reinforcements, if any, that are required for load-
bearing canUlevers up to a maximum length of 2-0".
Cantilevers longer than 2'-0" cannot be reinforced.
However, tonger cantilevers wRh lower loads may be
allowa6le without reinforcement. Malyze specific
applications with the BC CALC soflware.
LATERAL SUPPORT
• BCI• Jolsts musl be lalerally suppaMed al Vie entls with
hangers, BCI' nm Jdsis, rim boards, BCI' blocking
penele a x-brocing. BCY blocking penels tt x-bradng
are requ'vetl at canfilever supPOtls.
MINIMl1M BEARING LENGTH FOR BCI' JOI5T3
• 1%a InUias Is requtred et end suppons. 314 inches is
requlred et canUlever antl inlermetllate aupporte.
• Longerbeeringlengihsallowhigherreactlonvelues.
Refer l01he builtling code evaluatial reporl wthe
BC CALC softwara.
NAILING REGUIREMENTS
• BCI' rim joist, nm 6oard or dosure panel lo BCI• jdsl:
- Rime or closure panal 73/a intlies wide and less:
2-ed box nails, ona each In the mp and bottom
flenge.
- BCI' 500 rim Jast: 2-10d hox nalls, one each In the
Mp antl bottom fianBe.
- BCP 600 rim JoisC 2-16d boz nalls, ane each In ihe
top and boHam fienge.
- Bp'I 900 dm joisl: Toanail top Ilange lo dm joist
with 2-10d box neils, ane each side of flaige.
• BCP rim jdst, nm boaN ar BCP 61ocklnB Panel lo
support
- BE nails at 8 intlies an center.
- When used Por shear Vansfeq (ollow Ihe building
designars speciflcatlon,
• BCI°Joisttosupport:
- 2-80 neils, one on each sltle of Ne we6, placed
7 k inches minimum from the enA ofihe BCI•joist
ta awid spl0.ting.
Code Ebafoetiorts - fCBO ES PFC4665
NER4/B
Notes for Floor Details
• SheaMing to BCI'jolsl:
- See C/oseaf AllowaMe Nail Spacing on Page 32.
- BCF 400, 450 8 500 Jdst: Mawmum nail spadng la
181nehes on center.
- BCI'6008900joistMazimumneilspecingls
26lnches on cenler.
- 14 Bauge sUples may be aubstituled for Btl neils If
ihe sWples penepate at leest 1' 'st.
BACKER AND FILL R BLOCK DIMENSIONS
en er&akThickness ess
400 W a ib' wood penel Two W wnotl panels w 2 x
._. -.
450 ?'e'ar3'i vrooGpanH Twai4'wootlpanelsor2x
500 37' a'h' woa0 Dmel Two Yi wood panels or 2 x_
"._ _.... . __ ..... ....... ...
600 1?A'tt ....2x +3b'or
hvo 3Y wooa panele 3'i wmd penN
..__. ...
J?o Z%_ DWUI02N_
.r Cul backar an0 filler Wocks ta a meximum e
Lequel lo ihe jmst tlapth minus 3%4 Inches to avdO a
forc80 fit.
WEB STIFFENER REQUIREMENTS
• Sea Web S6'flenrr Requirements In the Westem
Specifler Guitle.
PROTECT BCM JOISTS FROM THE WEATHER
BCI•loists am intendetl onty lorapplications tM1at
provitlo pennanent pioter.tion from ihe wealher.
Bundlas ot OCWjoisls shouitl be covaretl antl stored
ol( of Ne ground on sOckere.
BCI' RIM JOISTS AND BCI' BLOCKING
Depth Cepaciry
Serles in Depfh Capadty
Seriee n I
400 9% 2400 900 117h 2500
450 1Ph 2250 id 2400
soo 14 zioa ia zsoo
fi00 16 2000 78 2700W"
18 28001" 20 270W'?
20 2600^1
1. Web stiifeners wIM 3-Btl nalls are requlred al each entl
of 18 8 20 inch BCI' blocking panels end at 16 inches
on cenler along 18 & 20 inch BCI• rim joisls.
RIM BOARD
Tyye 11 " DePth Pnl Caoadlv IPHI v'
VERSA-RIM'* 516 4250
18&201'? 3700
VERSA RIM PLUS° 516 4250
78820" 3700
_ __ _.._
VERSA-STRANO° 520- 4250
t. Dimensirn lumber ia not suitada kr use as a rim boartl
in BCP Jois[ fioor systems.
2. Compression load capedty when set belween e well
ebove and a suppart 6elaw.
1 VERSA-RIAA' nm Intentled ta uee as heatlers ar beams
acrass openings.
d. 18' and 20' mey nm be evailahle, check wiM wpplier
or Boise EWP representetive tor qoducl evailabiliry.
For rtrore irHamaNon, see VERSARIM' 98 and VERSA-
STRANO^ on peges 33-35 a/Ne Westem SpecfieiGUide.
To locate your nearest Boise Engineered Wood Products distributor,
call 1-800-232-0788
BOISE, VERSMLAM, VERSA-RIM 98, VERSA-STRAND RIM and BCI are Vadematks of Boisa Cascada Carporation. 02002 Baise Cascade Corporation.
Printed on 8oise paper.
www.BoiseBuilding.com/EWP WIG 01/2003
Floor Details
Notes for Floor Details
Floor Details
F1 through F10
F1 F2 F3
8CP Joist 61ac1Ung BCP Rim Joist BCP Rim Joist
NMe: 9CP Iloorjolst must 6e Jesigned to farty
well a6ove whan not stackeG mer wall GeJOw.
F4 FS See Load Beanng Cenfilever DefaAS. Fs Load beannq well above
One Bd common nall - (sterked ovar well 6elow)
each ada at 6earing
°- SheaUingw
\ nmhoaN dosure
1314'minimum baenng .
length al all Baor end
roaf details
To avoid sDlitdng Aanga, stert nalls et least 11/:" BCI^ Jolsl blotkinn
from entl. Nails mey nee0lo be dnven at an . , r¢a??irM for cantllever BCI" Joist bloddng
engle to preveM splitting of beanng plete.
F7 F7a Ab
V
??
2x Ladger
v?
Nail VERSA-RIM° o
BCI• Joista with 2- 8tl nails,
one at the top antl one et Bull sectbns of nm boaN end ro end.
Na 6ottam. Joinls ahwld accur beMreen joists.
FS • F9 F10
LoaC bearing wall above Beckar 61odc.
(sGCketl over well bBloW) Neil wiM 70.10d
Topflange nalls
jolst hanBer
?
1116' Fiiler black
rvan wim io- 10a maa.
Solid block all posls fram
abave to bearing 6elow. 2x dock Beckw dock reQuiretl where top Penge jdst hanBer
load exceede 250 Ibs. Inslall tighl to top flange
''" 0- No Reiniamema?l WS - aWeb SliRanars 1- Wab 54Renera Plue 2- Wob 541fonas Plua X- Use Oeeper Jmsis n
I
TABLE aeym?m t swoon n oneaamronw. Twoqeinforcere CbserSpacng.
24 0 - 0 X 0 X X 0 % . X
. zs o? - a x o z ' z? '?. x x x
]8. 0 . 0 ? X ?0 X? X ' % X' %
? p 00 0 0 X ? 0 X %? %? X X
0 32 Y % X ?X X %. '?.X. X? ?X
at 'a z x x x z ?x x x
? 36 0 % X' % X % ?. X % X
38 '?. 0 ? X X ? % % X `- X % %
o. . z . x .:.x x? _z x x -x
_. ..?_ .._a... _o n ..u. ? a.? X: sp, %: .%.
zs a o a-
- o o z. a x? x?-
?ze '?. o 0 0 o a z? o?:. ?.z .¦.
a ?30 `0 0- X O X % ?0 ?%? %.
?.33. .. 0. .0 X' 0 X %. X X' $
o, < I. .??..; o . o x . a. X ?X?? X x. =z:.
?06 -0
? 0 ,X?? .0? %? % X
? %- X
?
38' i 0 0 X. X X %- ?. X %? %
Jqlt
24 ? o 0 0 o o ws o 0
zc . o 0 0. a o ws ?a a
?]B ? 0 0 0 0 0 WS 0 WS
90 0 ? 0 0 0 0 WS 0 WS?
° i ws o o s
v !a o n ? x o ws
36 0 0 WS.. 0 ? WS X? 0 W8?
108 0 0 W5? 0 WS X-. .WB %
'?. 14 ? o o? o 0 o ws o ?o w:
'26 a o o? a o ws o o W.
za o 0 0? o a ws' a ws t
30 . 0 ? 0 0- D 0 WS U Wb??. 1
i°n .]3 D. 0 WS 0 0 WB 0 WB 1
o o ws a o 1 o ws x
96 0 0 WS' ' 0 WS 1 0 WB %
? 38 P? 0? WB.. 9 WB? t? WS 1' X
26' f 0? ? 0 0 .0 0 t.
? .SO 0. ?.%
zs a -o? o 'o -o? x o , x
za o? -o :o.?. :..o o x?- a 1 k
o ?30 -0 0 7. 0- 0 ?% 0 1? %
N 0I ? 0. 0 1 -0 1 .% 1 % %
o o x a I ?x I x x
-?fi 0? 0 X'- 0 1 % 1 % %
96 0 0 X 0 '%? %? 1? % X
$
?
?
I l l I
? s? s
e: o o ?
x ?o x z
? a x z
a o a o a o 0 0 '
-o a? o o o ws o o.
- z
?o o -o o o wa o z
?.o
- 0 0? o a- r o -? ws ? z
o 0 0.. o o. ? o 1? x
"o o ws. o o. x o 1 a
38
.
? x o o ? a,? o o ?ws o o t
ze ?. o 0 0?? ?.o o - ws o o i
se o o a o o W S O ?ws x
30 ?0 0 0? 0 0 1 10 WS X
?m ? x
?
u? ? o a ws ? o o ? 1 a f X
06 . 0
? 0 WS 0 ?.WB X 0 1 %
M 0 0 L. 0 WS X W9 t %
40 o a ? o 1 x I z x
u ' o 0 0 0 0 0 0 0 .1
xe o 0 0??. o a a ' 0 0 1
ze a
? o a ?a o wa ' o o z
o eo o 0 0. ?
? o o 1 n o? x-
? . s; o?
' o o ?. o
? o? f. ?a t ? x -
? o a o . o
? o x
? ?. o . i z.
38 0 0? WS'? 0 0 % 0' 1 X
JB . 0? 0? ? 1? ? U 0 % 4? i X
,.
.
m l
l 1 l '
.
x 0
:o 0 0 0 o a
0 .
t. ?e ??aWkwq,?yrtmaimsi.?ma2espana??p?uidsusez3nznaaaemd
hahmW (?iwe Ma?a• amawo? m?oma ?
2. Fea?en W ?evdo'cxb IMI?flmB? ?iN ? iuis e14 0. c NTm
RY/dfYQ '?I BNH. B?BBICI! 119?B N HYGE B?IIJ N0?(?91?09.
_ 3. AtlsAV.ebaMaenGelbtlnm?aleVJ?5lMenarNelire3rMtlWeanuuaB.
4. VaeMeBCCRLCeoflwan?oenaymmnUNduNalaremtm.wetlDyiNv
?de.tl?y beW?blemmweCNeFmAatlmaNtltie?zt§Wa?eN'?Be
?eaACapqir?on xiN BC CPLCmM,ae.
u...a .o a? a a ws a a
zc o.a o o?. o ws o o ws
RE7NFORCEMENT REQUlREMENTS
• The tables and details on Pages 8 and 9
of the Specifier Gulda indicate the type W
reintorcements, 'rf any, that are required
for load-bearing cantllevers up to a
maximum length of 2'-D". Cantilevers
longerthan 2'-0" cannot be reinforced.
However, longer cantilevers with lower
loads may be allowable without reinforce-
ment Analyze specific applications witli
the BC CALC• softwere. _
YB 0 0 0 0 0 WS 0 W8 i
]0 0 0 0 G 0 WS 0 WS 1.
? y 9Y 0 0 V/S 0 0 WS 0 W8 t
u o o ws a wa t a ws i
se . o o ws.. o ws 1 o ws z 'H' ebrodorej
38 0 0 WB U VIS 1 WS 1 Z clwureor
0
WS
?
G
WS
....I...
'WB.
_._J_.
' % \
u o o o 0 0 o 0 0 .ws
se a a o a o a o o ws
ze a o 0 0 o ws o o + a
•
o. ao o 0 o a a ws o o I iaeMmte
en
az o 0 0 0 0 ws o 0 -1 ^'eaBf
U'
o-
o
0
0
o
i
o
ws
t \
ae o a o 0 0 1 0 ws z
. 38 0 0 WS' 0 0 1 0
' t % S--"
41 0 1 ws a o 1 o + X. P,,,eI /
_ u. o o o o 0 o a e a /
1e a u o a o a . o 0 0
ze o 0 0 o a o . o a a zo
o aa a o o a o o . o 0 0 ?
31 o- o 0 0 0 0 1
o
a.
x o 0 0. o a n a o WS
]B 0 0 D 0 D I 0 "0 1?
ae o a a- o o a a a r
a. a
n
xe
ao
.92
,
36
']B
10 o
' o
o
o
o
. o
0
0
0 0
0
0
a
o
o
0
0
o 0
0
0
o
WS
ws
WS
WS
ws 0
0
0
o
o
o
0
0
o o
o
o
- o
o.
o
WS
WS
ws ws
ws
ws
ws
We
ws
'Mf8
1
? : o
o
o
a
o
a
0
0
ws o
o
ws
ws
W8
ws
WS
YIS
ws ws
ws
ws
ws
1
1
1
1
?
ta o 0 0. o o ws o o ws
]fi 0 0 0 0 0 WS . 0 0 WS.
xe o o o 0 o ws o. ws ws
o aa o a a o o ws o ws ws..
y u o o ws o o ws o ws I
u o o wa o ws ws o ws a
OB 0 0 WS U W3 WS D WS? 1
06 0 0 WS.. .0 WS 1-
- WS WS'. i
? a _o vrs. _o ws i
_ ws ws n..
24 o -o a a o. o a :o ws
.xe. o 0 0' 1 0 0-. -o o wa
xa o 0 0 0 0 0 0 o ws
ao o 0 o a o ws a a ws
? az o 0 0- a o ws o o a
34 o 0 0. o o ws o wa. f
as o 0 0 0 o wa o ws t
.an - . o a o a o t o -ws 1
40 . o . o ws a a t o ws s
ie?l.o? o o?l o o.n o o w!
BCNJOisI
PLYWOOD RE/NFORCEMENT
•_3,(g'?XA8" CDX sWCLureJp?l_
reiMorcem n or other 3/4" _APA_4?8l2?4
rated sheathing must maich the full-
depth ot the BCI° Jois[ Nail to ihe BCI•
Joist with Bd nails at 6" o.c. and nall
with 4-8tl nails Into backer hlock. When
reinforcing both sides, stagger nails to
avoid spliriing. Ins`tall with_horizontal _
face arein.
Load-Bearing Cantilever
- Roof Span -
40 psf Live Load
15 psf Dead Load
_ . .
Plyvvood Reinforcernent
3fi APA a1M shnathinn
See
Use 3°(tOtl) nE
ALLJoisN blaM
2'-0^ max.
FDoujbbke_' Plyvvood Reinfarcement ?
? 3/4' APA reted sheathing
oreqUivalent i
See note 6
3" (10d) nails at 6' o.c for
JoisC blorking panel
Reinforcement Requirements
Roof Live Load . 20 vsf 30 cer 0 ner 50 Psr
JoistSpacingo.c tr ia iss• ir is- isx u• ie' 19.2' 1r ie^ ie.r
zr o 0 0 0 o i o 1 x o x x
26'
9 Y
° 28' a 0 t a 1 X a 1 X t x %
2 9tl
sz o o x o x x i x x x x x
1•
36' 0 % % a % X % % X % X %
24'
n m N o a o a o o a o i o i i
° 11 Ye" ?
2 Za'
av
o
0
o
a
o
+
a •
1
i
o
i
x
:s
' 4
6 ?
x. o 0 0 0 0 1 o 1 x o x x
x o 0 0 o a o a a o a o v
N
-
ze' o o a o 0 0 0 0 0 0 0 i
14" 30'
ar o o o 0 0 o a o i o i z
x.
1. o 0 0 o 0 0 o a x o i x
Reinforcement Legend:
= Noreinforcementrequired.
= ReinTorcement required on one side of loisl.
= Reinforcement required on both sides ofjdsl
= Reinforcemem will not woAc, Reduce spacing N jdsi and recheck
4'-0" min.
Notes:
1. Use ?a' APA rateE sheathing 49h4 4-ply w more fa extenor ezposure or
equivalenL Install PoII depth M joist ' ce ' Ilel W' ' I o0
?Ilv ?n w n ?i??, ai plywaod to op and bottom
?rein nttn
7oist Hanges with 21h" (Bd) nails at 6' o.c. When reinforung both sides,
stagger nails lo avoid splittlng. .
2. Minimum hearing lengtlh 3'h'.
3. Pravide full depth blocldng behveen ioisGS.
4. Use 4'-0' IengM of plywood, minimum.
5. Maximum can6lever IengM is 2'-0".
6. Edae afLOl? e shall 6ea?s miwmum of 3' ho? m en?blocking panel
Table assumes a 40 psf live load and a 15 psf dead load
on the floor and an 80 plf wall dead load, and a 15 psf
roof dead load.
8
BCIO Joists
KEY TO 0- N. Reinforcement WS - Web Stiffaners 7- Web Stiffeners Plus
_ 2-
We6 Sliffaners Plua X- 1JSO Deeper Jolats or
TABLE Requ lretl at Support One Rainforcer Two Rainforcers C loscr Spacing.
Roo/ R oof Total Load e RD« R oof Tolal Load Ep! p
Joist Joist Truas 35 45 55 Joist Joist Trus? 35 45 55
Depth Serim Span Jolat 5 ecin In Oapth 9srien Span ?abl 5 aeln n
[inl [R] i6 79.2 34 16 19.2 24 6 19.2 24 fnl . [n] 16 18.2 24 76 79.2 24 76 19.2 24
za o o x o x x x x
' za o 0 0 0 -o ws o o ws
26 o o x o x x ' x x x zs a o 0 0 o ws ' o a ws
za o a x o x x x x x zs o 0 o a o ws o ws - x
0
30 ?
0'?.
?0?
K
0
X
X
X
X
%
' 0?
30
? 0
0
0'
0
0
WS
?. D
WS
X
0
y 32 . 0 X X X X:
' X '?. X X X . a{ 92 0 0 W3. 0 Q WS ?. ? O WS X-
34 '?. ?. D? -X X. X X
?? ?X ? X? X X 34 0 0 WS 0 0 X ' O WS X
36 0 X X X X X . X- X X 38 0 0 WS 0 WS.. X? . 0 WS X
38 ?. 0? X - X?. X ' X X X? X X? 38 0 0 WS-? O WS X ? WS?. X X
40 ?. . 0 X X X X X X X X 40 ? 0? 0 WS??. .. A. WS X ?. !.WS. . X? X. ??-
24' 0?^ "O' 0' 0 0' X ' 0 X X 24 0 0 0 0 0 WS 0 0 W3?.
26 0: 0 0 0 . 0
? X -0 X X?. 26 ? 0 0? ?0 ?.
? 0 ?-'0 W3 -:'0 ? 0 WS
? 28? ' 0 ?O ? 0 0 0 X 0 X X ?.
? 28 0 0 0 0 0 WS 0 WS 7
' p 30 0 0 X 0 X X ?. 0 X X O 30 ? 0 0?. D 0 =0- WS 'O ' W^a 1 I
? a 92 ? 0? +0 X? ? D X X ` X? ? X ? X y 32 ? 0 0 WS a 0 WS 0 WS 1
34 0 0 X 0 X X X
? X X 34 0
? 0? WS'?. ? 0 ?0 . 9??. -0 WS -X?
38 0 0 X? 0 X X X X ?X? 36 0 0 WS?. 0 WS 1' 0 WS X
38 0 0 X X X. X ' X X °X . 38 . 0 0 WS' 0. WS= 1?? W3 1 -X?
40 ? 0 X ? X?. ? X ? X X :X ' X X- .40 .0 0 W3. 0 WS 7. WS 1 X
24 0 0. 0 0 0 1. '?.. D 0 X.. 24 ,0 0?. 0 ! 0 O WS 0 0 ?WS`
? 26 0 O -? 0" 0 0 X 0 1' X ? 28 0 0' ?0 ' 0 0 WS 0 0 WS ?
28 0 O 0.. 0 0 X 0 1 X.
? 28 0 0 0 . O? A WS 0 ? WS Y
0 90 ? D ?0 7? 'D 0 X 0 1 X - O 30. 0 0 0 0 ?0 WS 0 WS 1?.
'
32 0
? 0 . 1.
? 0 1 X 7
' X X 32 ? - 0. 0 WS?, . 0 .??0 ? WS 0 - WS ?.7
t?' 34 ? 0 0 X- 0 7' X 7 X X 34'- 0 0 WS 0 WS 7 0 WS 7
36 0 O X 0 1 X t X X 36 0 ? 0 . WS ? Q? WS 1? ?0 ? ?WS 2' -'?
38 ? ?. 0 ?0 X 0 X X 1 X X 38 0 0 W$ 0 WS 7- WS 1 2
40 ? 0 O X? 1 .X X X -X ? -X
? 40. ?...0 0 WS': - 0: W3 1?: .W3 t X -?
..
24 . ..
' 0 _
0 ...
0
0 ...
0 .
WS ... .
' 0
0
X
24
0 .
0? ..
0 .
0
0 .
O .
0
0 ..
WS s
26 0 9 0 0 0 . X 0 ?.. 0 X?
? . 26 0?'? ?0 ?0? . 0 ?0 '0'?. 0 ? 0 W3
28 0 0 0 0 0 X 0 X %? 28 .0 0 0 0 0 WS 0
? 0 1:
30 0. 0 WS
? 0 . 0 X .? 0 .
? X
? X 30. - 0 0 ?0 ' 0 ? 0 WS
? b 0 7 ?
.} 32 ? 0? 0 WS 0 0 X D X X o- 32' . 0 0 0? 0 0 W5
? 0 0 7
34 0 0 W3? 0 W5. X 0?
? X?. =X 34 0 ?0'- ?0 0 0 7
?? ?0 WS 'I
96 ? 0 O X 0 X X X X X 36 0 0 0 0 A 1 0 WS 2.
38 0 0? X, .. 0 X? X -X X X 38 0 0?. W3. ff
? ?0 ? 1" 0 ?1?. X?
40 0 0 X 0 X X X X X ? 40 0 0 WS 0 0 1 0 7 X
24 0 O 0 0 0. 0 ? 0 0 7? 24 0 0` ?0 ' 0 '0 0 0 0? 0
. 0 O 0? 0 0 WS 0 X 26? ? 0 0 0 0 0 O 0 0 -0?.
? 0 0 0 0 o ws o x 28 o 0 0 0 0 0 0 0 0'
' O 0 0 0 0 0 'I W3 ?X 30 0 0 0 0 0 0 ?0 0 0
?. 32 . 0 ? 0 0- 0 0 7 0? = tr X p 32?
? ?O 0 D 0 O 0? ?0 0` A
34 0 o WS 0 0 X 0 1 X 34 ?0 0 0 0
? 0 O' 0 0? WS.'
38 ?0- 0 WS 0 WS? X ?0 X ?X 38? ?.0 0 ?0 0° 0 O 0 0 9-
38 ? 0 0? 1 0?
? WS X 0 X X 38 0 0 0 0. 0 0 D 0, 1
.. 40 -? 0 . .. 0? .1. • 0 ..1 - X ? ?1. . X?? X ??. .?.. ?40?' .-0 0??. D 0 0 . 0? r0 0= 1
24 - 0 0 0 ? 0 0 WS 0 0 1 ? 24 ?0 O 0 ,. 0
? 0 .- WS 0? ?. 0 WS?-
%? 0 0 0? '??.. 0' 0 W3 '-'0 Q' 1' ? 26 0 0 0 0 ?0 ? WS 0 0 WS ?
28 0 0 0 0 0 WS 0 WS X 28 0 0 0 0. .0 . WS 0 W3 WS??.
p 30? .0 0 0 0 ?0 9 0 W3?- X N' 30 ' -?0 0 0 0- 0 WS 0 .
WS? W3
32 0 0? WS ?. 0 0 1 U 7 X p? 32 0 O WS O 0. WS .. 0? ? WS? 1..
. ? 34 •-0 0? WS '?. 0? 0 7' 0? 1. ? X 34 0 0 WS ` 0 0 WS' 0 WS ?1 ?
36 0 0 WS 0? WS X 0 1- X 36? 0 0? WS . 0
? WS - WS 0 :WS -'I?
36 .0 ? 0- 7 0? WS X W3 1: X . ?98? ?0 0? WS 0 WS? 7? 0 W3? 7
40 . 0 D 1. '. 0 1 . X 1 X X ? 40 0 O WS . O- WS I'.. ?. W3? WS??. .1 ..
?. 24? ? D 0? 0 D 0 0 ' U? 0.. 1 .. . 24? .0 O? ? 0 0 0 WS 0 0 WS
26 0 0?. 0 0 0 0 6 0-? 1 ? 26 0 0- 0 . 0 0 WS 0 0 WS
28? .-0 0' 0? 0? .0 WS 0 ? O? X 28 0 0 ?0 0 0 WS D W5 WS
30 0 0 0 0 O 7. 0 0 X O 30 ?0
? 0 0 . 0. 0 W5 0 W3? WS ?.
p -32' D 0? O 0' '0 ? 7 0
? 1 "X ? 32' 0 0 W3 0 0 ?WS O ?WS 1
? 34 0 0 b 0 ?0 X 0 1 X 34. 0 0? W3.. 0? WS .W3??. 0 -WS 7
- 38 0 ? 0 WS 0 '0 - X" 0 T X ?36' -0 0? W8' 0 WS WS 0 -WS 7
0 O 1 0 0 X 0 1 X 38 ?. O 0. WS ?.. 0 WS 1' . WS WS I?
0? ?. ?O 1 0 -1 %. .'4 X X 40? 0 0- WS ' 0 WS 1 ? WS WS 1
0 0? 0 0 0 0'?. 0 0 0 Zd':' 0 0?. -0 0 0 O 0 0? WS
0 0 0 0 0 0 b 0 9 28 0 -0 0 0 0 0• 0 0 WS
0 0 0 0 O 0 0 0 0 28 0 0 0 0 0 0 0 0 WS
[ 1 0 O 0 0 0 0 O o 0 30 0 0 0 0 o WS 0 0 WS
0 0 0 0 -0 0 0 0 0 0 32 0 0 0 0 0 WS 0 0 Y
-0 0 0 0 0 0 0 0 1 0 34 0 0 0 0 0 W3 0 WS 1
9 0 0 0 0 0 0 0 1 36 0 0 D 0 0 WS 0 WS t
0 0 -0 0 0 0 O 0 1` 38 0 0 0 0 0 1 0 WS 'I
4 0 0 0 ' o 0 0 0 0. 2 ao
? a o ws o o t o ws- s
7. Cut 48• b ng rein fawra fo matdi ihe j ds[ tlepih. Use min. 23r12' pywood/056- 24
? 26. 0
0 0
0 0
0 0
? 0' 0
0 O?
0 0
D 0
0 0.
D
rate tl ehe athing, axpos ure 7, 48/24 sp
' an reted. The (ace g rain must be . , 28 0 0 0 D 0 0 0?. 0 0
hon zonlal (meas ura llhe 48
di mensa n abrg the long edge d tha peneq. 30 9 . 0 0' -' 0 0 ? 0 ? 0 0 D
2. Faa len ih a relnfo rcer lo the Joist flang es wtlh Bd nails at 6" o. c W hen . ? 32 . 0 0 0 0 0 0? 0 0 0
raln fwdng botli s iCes, staqger the nei ls to fi mk spGIEn g Ne joist flenges. ?
? 0 ' 34` ? O 0 0 ? 0= 0 .
0 0 ? 0 WS
3. Atta ch we b stiffe ners per IrMimediale Web StlRmer Neil'vg Sdhetlula on pege 9. 38 0 D 0 0 0 0 O 0 WS
38 ?0 O 0? ? D- 0? 0'? O' D 1
4. Use
bd the e
e It m C CAL
aY Ee C aortwara to anaNz
Ibk W exceed ih e candPoons lhat are
e IMib^^^= ^? -m not coveretl by q;is
? r,? =^=n?;^^ _ : 40? 0 O 0 0 0 0. 0 0 1
P?s
spetlfic applkaUOn wHh BC CALCSOftware.
Report No NER-446
Btl or t(d_.box no-r
,SAIt naits stuxll f
_-
2' M[N
1/8' MIN 2' MAX
(A4 tap far bearing polnt, nt botbom
for concentrated tond)
Far E 9/16' xide ftar,ge ontl thinner use:
CDR Ptywoad or US& boih siQes canplying with
the reqw renents aF the eppllcnple cqdei .
1/2• khick far 1 112` nlde ftanpe
5/8' thl[k fOr 1 3/4' 6 C' wide Flange
3/4' thid< for 2 5/16' and 'c 9/16' wide 4lanpr.
For 3 1/2' wide flnrige use Construction grade 2x4
2' MIN'4' MA SNUG FIT
r(At bot{um For beuring p9int, nt {op far
cancentrn'po laad)
FIGURE 1 - WEB STIFFENERS
NOTESi
1. Nnb vblfFenrrv shnll be.,insSoUtM o! bearing points Fnr ,faln}s or a'6'encF end\Par
' bloc:klng pnnels\ns requlrpd by TnWle 1 Ur 3, respect;vely. ?- -- ?`
2. Cnternedlate weq s'tlffeners ore reyulred nt concentroted loads exceedlnp 1000 pounds.
3. Ile6 stiffeners ore requlred on ¢(t Jolsts supported by U-type hangers when the sidns ^
af the hnnger d4 not oxkand up £or anough !a support the top flonpas letervxtly.
4. Nulls shutl 6e equally spnced vertic¢lly.
• 0 ? 9528982187
MAY-14-2004 FRI 10:08 AM LYMAN LUMBER FAH N0. 9528982187 P. 01
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pUTOMATED BUILDING COMPDNENTS, INC.
COMPONENT PLANT
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P.O. BOX 7 • MONTROSE, MINNESOTA 55363 • TEL. 763-6757376
riA?-14'2004 FRI 10:08 AM LYMAN LUMBER FAX N0, 9528982187
moisE» BC CALC@) 2003 DESIC+N REPOR'f - US
P. 02
Thursday, May 13, 200416:23
3ingle 11 7l8" BCi10 4005 Sp F18 Name: BC CALC Pmjecl : JOt
lob Namc: Description:
16dfe55: Specifier.
;ily, S1ate, Zip:, Designer.
:ustomer. Comp3ny'
:ode reports: NER 594, ICBO 5zae Misc:
LSlandar0 Loed -ao psf ll0 par oc spannq? io
:3•7f2" -- -- 62, 3112"
7g91 IbS LL 8101b6 Ll
898 IAs qL 10 Ib4 OL
ToWI Harizontal Lengtti - 22-06•00
B3, 1-314"
33316a LL
B716s DL.
General Data
Vetslon: US Imperial
Momber 7ype: Joist
Numbar oF Spans: 3
Le(l Canlilevor. Yes
RigM Canlilovcr. No
Slopa: 0112
OC Spacing: 18"
RepeGtive: Ves
Con5lruclion Type: Glued
Live l.oad: 40 psf
Doad Load: 10 psf
Partition Load: 0 psf
puretion; 100
AiSelosure
7he comploteness and accuracy of
Ihe input must be verified by anyone
wh0 woUld rely On lhe Oulput as
evidenca of SUiWbility for a
particular appficatian. 7he oulput
above is pascd upon builtlirg
code-accapted desiqn proporties
and analysis methods. Inslailation
OF BOISE enginflOYed t'rood
• producls must bo In accordanca
with the currenl Installation Guido
and Ihe applicable building Godes.
7o oblaln an Installation Guide or if
you have any questions, please call
(800)232-0788 6efoie heginnino
product InsiallaGOn.
BC CALCO, BC FRAMERG, BCIO.
BG RIM BOARDYM, BC OSD RIM
BOARDTM, BOISE GLULAM'",
VERSA-LAMO, VERSA-Rltvt@,
VERSA-RIM PLU5O,
VERSA-STRAND^a
VERSA-STl1DGil, ALLJOISTO snd
AJSTM aro trademarks of
6olse Cascade COrpOraGon.
Load Sumrttary
lo Descrlption Loatf Type Rof. StaR End
S Standard Load Unf. Area LeR 00-00-00 22-0E00
ConC. Lln.
Left oo-00-00 00-00-00
Controls Summary
Gontrollype Value
Moment 3787 ft Ibs
Nep. Moment 31187 fhlbs
End Reaction 3981qs
Int. Reaction 28891bs
Cont. Shear 21751bs
up;ft teem5
uqirc o Ibs
Total Load Datl. 2xU339 (0.706")
Live Load DeB. 2xU503 (0.072')
7otal Neg. DeA. -0.084'
Max Deil. 0.15"
Spen / Depth 14.7
7ypa Value oes Dur.
Llve 40 psf 16" 100%
DG7d 0 f 16' 00%
1 e 70 5 pif 16" 715%
pem 5210( 16" 90%
r z'sj?. p?i?- 173-F•,l l a,d.
% Nlowable Duration Load Case SPan Location
78.4% 515% 3 2 - Lefl
78.4% 11596 3 1 - Itigh[
33J% 100% 2 3 - Riphl
85.0% 115% 6 1 - Right
83.8% 715% 3 1 - Right
ya 6 2. Righl
3 - Left
53_1% 6 1- RigM SuppoR
47 7% g 1- Right Support
116.8% 4 2
15.0% 4 3
Na 3
CBUtiOnS
UpIiR oi 188 Ibs (ound at span 2- Right.
Left cantilever requires 3l4" PlywootllOSg rainforcement on one side of I-Joist.
For proper reinforcement inslallation, see Boise Specifier or InstallatiOn GuiGes.
oosign assumes Top and Botlom flanges lo be reslroined at cantilever.
Web stifFeners are always requircd under conceMrated laeds that oxceed 10001bs. Install the
web sCrffeners snug to the top of tne flsnfle. Follow the nailing achedule For intercncdiate bearings.
Notes
Design meets Code minimum (2xU180) Tolal load deAsction crReria for cantilever spans due to roof loads.
Design meels Codc minimum (LY240) Total load deflection criteria for non-caMilever spans.
oe5ign meels Cade minimum (2xIJ240) Livs load deflection crileria for cantilever spans due la rOOf loads.
Deslgn mcets Code minlmum (V360) Livo loatl Ceflection crilcria for non-caMilevor spans.
Pesign meel5 Blbitrary (7") MeximUm load defl6CliOn criteria.
Minimum bcaring length for 81 is 3•1/2".
Minlmum bearing lenglh for 82 is 3-112".
Minimum bearing length for 83 IS 1-3/4'.
Entered/PiSplayed HorizOntal Span Lenglh(5) = Clear Span + 112 mim end beariiug + 112 intemmedi31¢ bearing
l3b_=t' -,* I 3el1'14= 1375.167 f,14
[r?f7
Page 1 of 1
KAY-H?-2004 FRI 10:08 AM LYHAN LUMBER FAX N0, 9528982187 P. 03
.
.7"
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AUTOMATED BUILDING COMPONENTS, INC.
? COMPONENT PLANT
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F.O. BOX 7 • Mt)i ? i f405E, MINNESOTA 55363 0 TEL. 763-675-7376
9528982167
MAY-14-2004 FRI 10:33 AM LYMAN LUMBER FAX N0, 9528982187
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:\UTO.MATED BIiILDING CO.MPOVEN75
PHONE: (76J) 675-7376; (800) 2+3•4041
FAX:(763) 675•3521
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AUTOMATE6
BUtLDING
COMP4NENT
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,Montrose,Mk 55363
,PHONE: (800) 2984047
FN(: (763) 675-3522
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Scal@: 3116' = 4'
Jah Name: PoNEY YIOODS SPEC 2
35.G0 Ds! DurFacs L-1.15 P.{45
7.00 psE RepMLrBnd 1.15
0_00 Faf O.C.SpaCliry 2-0-0
1V.00 psL GasigttSpec ffiC
52.00 psc I seqn i6,41A5 • a
zoos RESIDENTIAL PLUMBlNG PERnnir aaPUCATIoN
CITY OF EAGAN
3830 PILOT KNOB ROAD, EAGAN MtJ 55122
651-675-5675
Ptease complete for modifications to existing residential dwellings.
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C-9elephone # V3?4
Contractor
City State? Zip
Addres?I
' The Applicant is: _ Owner /V-Contractor _Other
Septic System _ New _ Refurbished Submit 2 sets of plans and MPC license
fee
Includ $ 100.00
Per as-built $ 10.00
I
Alterations to existing dweiling
$ 50.00
Add plumbing fixtures. This fee includes installation of a water softener and/or water
heater at the same time. If you are insfalling onJ a water softener and/or wafer
k?tb
heater, do not complete this section; move to the next section and chr?ec
?
D(? ?ra
! appliance(s) you are installing. ? D
_Septic System Abandonment ? ??N 2 q 200
Water Tumaround (add $130.00 if a 5/8° meter is required)
Othec
Water Heater
? Water Softener _
$ 15.00
new replacement
w repair rebuild
PVB ne
_RPZ
Lawn Irrig
$ 30.00
E $ 50
State Surchar
$
Total
..?... :..?.,....?.;,... ?? '?i P+o an(i ar.curate: that the
I hereby apply for a Resitlentiai riumomg rerrnn anu a?RJJUwJCUy? L'.a< 1.11 ,1.---•?••?•• --- ?-- -
work will be in conformance wiih the ordinances and codes of the City of Eagan and the plumbing codes; that t
understand this is not a permit, but only an application for a permit, work is not to start without a permit and work will be in
accordaace with the apprqved plan in the event a plan is requiredA be reviewed and/pproved.
A i nYs Printed Name lyplScanYs Si?naiure
?
7,;o29l)
2007 RESIDENTIAL BUILDING PERMIT APPLICATION
City Of Eagan
3830 Pilot Knob Road, Eagan MN 55122
Telephone # 651-675-5675 FAX # 651-675-5694
NewConsWdion Reauirsnenffi
3 registered site suiveys shoxing sq. fl M lot, sq. ft. ot hase; and all roofed areas
(20%mazimum lol coverage allawed)
1 Shcs Repat'rf proposed buiking is to 6e placed on disWrhed soil
2 wpies ot plan shavmg 6eam & window sizss; poured fand design, etc.
1 set M Energy CelculaUons
3 copies of Tree PreservaAOn Plan if lol plelled after 7/1N3
Rim Joist Detail Optlons sdection shcet (buildings wilh 3 a less units)
Minnegasoo mechanical ventlation fam
RemodeVRenair Rewiremenls
2 copies of plan shovring foo6ngs, beams, joists
1 set of Enargy Calculations ta heated addiGOns
1 site survey far additions & dedcs
AddiSOn - indcafe Non-sife uptlt syslem
ll'gb, 6t)
btflm Uee OnN
Certd9uveyRecd _Y _N
Shce Repvt _ Y _ N
iYme Ree Plan Recd _ Y_ ly
TreePreaRequtred _Y _N
Onalle80cSyelem _Y _N
y/a7
Plans are considered ublic information unless ou state the are trade secret and the reason.
Date 0 Li / 03
Site Address L{ („ ( / 01
e 3 ?;,,,o C o Construction Cost
r2 C: r G ?P UnitlSte #
Description of Work -Dg,C_\L
Multi-Faroily Bldg _ Y X N Fireplace(s) Y 0 _ 1 _ 2
Property Owner ? r%te.\G I.,?G \ 0.!'C \? Telephone N( )
ContraMor?? ? AtI Se 9 SQ ns Bu'1 lti 1 n? c('j
AddPe33 IL{Z
Statenl?rltl (}C, Zw[rt.
eSo-4 Y7UP- J.
Zip?530? City g UV'Y\CUi\le
Telephone#(95Z) Z°k-(e`6'-AS
COMPLETE THIS AREA ONLY IF
Energy Code Category - Minnesota Rules 7670 Cateeorv 1
Residen6al Verrtilation Category 1 Worksheet
(J submission type) Subminetl
• Energy Envelope Calculations Submitted
A NEW BUILDING
Minnesota Rules 7672
• New Energy Cotle Worksheet
SuCmitted
In the lasi 12 months, has The City of Eagan issued a permii for a similar plan based on a master plan6
_ Y _ N If yes, daTe and address of master plan:
Licensed Plumber
Mechanical Coniractor
Sewer/Water Contracior
I hereby apply for a
Telephone # ( ti
?a!
Telephone #( 0160
)
Telephone #( )
Permit and acknowledge that the information
that the work will be in conformance with the ordinances and codes of the
Statutes; I understand this is not a permit, but only an application errt
permit; that the work will be in accordance with the app? pl ' the
approval of plans.
?1 MCCr-nVS
Applicant's Printed Name
e;
City of Eagan and the State of MN
it, and work is not to start without a
of work which-rei:fu-ires a review and
?
R
DO NOT WRITE BELOW THIS LINE
Sub Tvpes
? Ot Foundation
? 02 SF Dwelling
? 03 01 of _ plex
? 04 02-plex
? 05 03-plex
? 06 04plex
Work Tvoes
? 31 New
A 32 Addition
? 33 Alteration
? 34 Replacement
? 13 16-plex
? 16 Fireplace
? 17 Garage
A 18 Deck
? 19 Lower Level
? 20 Pool ?
? 21 Porch (3-sea.) ?
? 22 Porch/Addn.(4-sea.) ?
? 23 Porch (screen/gaze6olpergola) ?
? 24 Storm Damage
? 25 Miscellaneous
30 Accessory Bldg
31 6ct. Alt - Multi
33 Ext. Alt - SF
36 Multi Misc.
? 35 Int Improvement ? 38 Demalish Interior ? 44 Siding
? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair
? 37 Demolish Building` ? 43 Reroof ? 46 Windows/DOOrs
•Demolklon (Entire Bltlg) - Give PCA handout to appllcaM
DCSCrip[IOIf: WaterDamagB_Yes
Valuation
Plan Review N? 100% or _ 25%
Census Code
SAC Units -
# of Units
# of Bldgs
?-
?
Type of Const -
?
Occupancy /\'( MCES System ?
Zoning City Water ?
Stories - Booster Pump ?
Sq. Ft. PRV ?
i ?
Length Fire Sprinklered
Width _P1
Faotings (new bldg)
? Footings (deck)
_ Footings (addition)
Foundation
Drain Tile
Roof Ice & Water Final
_ Ftaming
_ Fireplace _ R.I. _ Air Test _ Final
Insulation
Approved By:
Base Fee
Surcharge
Plan Review
MC/ES SAC
City SAC
Utility Connedion Charge
S&W Pertnit & Surcharge
Treatment Plant
License Search
Copies
Other
ToWI
? 07 05-plex
? OS O6-plex
? 09 07-plex
? 10 08-plex
? 11 10-plex
? 12 12-plex
REQUIRED INSPECTIONS
_ Sheetrock
FinaVC.O.
?- FinaVNo C.O.
HVAC
O[her
_ Pool Ftgs Air/Gas Tests Final
_ Siding _ Stucco Lath _ Stone Lath _Brick
_ Windows
_ Retaining Wall
Building Inspector
! . ?_ .
2422 Enterprise Drive
? Mendota Heights, MN 55120
*P'ONMEp LAND SURVEYORS . OO1L ENqNEERS (651) 881-1914 FAX:881-g488
? ane neer ng LAND PLRNNERS• LANDSCME ARCHITECTS 625 Highwoy 10 N.E.
?k Blaine, MN 55434
* ? * (783) 783-1880 FAX:783-1883
Certificate of Survey for: Jy1ANLEY BROTHERS CONSTRLIC:TION
4663 PINE CONE CIRCLE BUYER:SPEC
EAGAN, MINNESOTA
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BENCH MARK
TOP OF SPIKE------
ELEV.=931.74
?
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(VACANT)
4OA. I)
l0T AREA - 18,704 sq. ft.
HOUSE AREA = 1,557 sq. ft.
GARAGE AREA = 974 sq. ft.
PORCH/ PATIO = 149 aq. ft.
EGRESS AREA = 28 sq. ft.
DRIVEWAY AREA = 812 sq. ft.
COVERAGE = 18.89,
BENCH MARK
TOP OF SPIKE
ELEV.=932.18
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(VACANT)
i
N8932.32 pE
-so•---------T alo? ?
?
131.8 Op ? q??/ r 7
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47.54
SERVICE INVERT
ELEV.=922,3 (PER PLAN)
HOUSE TYPE: WALKOUT
„w:
's
?- .
a'L7i.S?
ST.M.H. (,QEMOYE.?,
,
'.EXISTING STORM PIPE
REMOVED
'IjenC?1mar?L. Top ??,? Hyc?CQ..? _
(p{-S 3 f q-, +31ock Z 3:9 Maxfmum Slop2s
?Iera"?tor - q3dna orFie4aining Wali Will
88 F10QUIrBd
a
?:,::,., ., .,..._.. _... . .
NOTE: PROPOSED CRADES SHOWN PER GRAOINC PLAN BY: PIONEER
NOIE: BVILOING UINENSIONS SHONN ARE FOR HORIZONTAL FND VER7ICAL LOCATION'? ?
OF SIRUCNRES ONIY. SEE MCHIiECTUAL PLANS FOR BUILOING RND FOUN011110N UIMENSIONS ? ?? t? (?- Y,? A•.? rl p-n
i1 ? ?a V t' ?e '17r
NOTE: NO SPEpFlC SOILS INVE571GATON HAS BEEN COAIPLE7ED 0!1 7H15 LOT BY THE
SURVEYOR. THE SUITABILITY OF SOILS TO SUPPORT THE SPECIFlC HOUSE
$Y ?
PROPOSEO IS NOT THE RESPONSIBIUN OF THE SURVEYOR. ?'7
NOIE: 1HI5 CERTIFICATE OOES NOT PURPORT TO SHOW EASEMEN75 OTHER 7HAN '` Da?`---?-+-(?-
7HOSE SHOWN ON 1HE RECOROED PLAT. EAGAN EIVGIIVTERIIIIG' J)?='?
NOTE: CONTRACTUR MUST 4ERIFY DftIbEWAY. 0E51GN. ?
*d:.,........
NOIE: BEAPoNC$ SI10NN ARE BASED qN AN ASSUMED UATUM
l
6 ?
HWL=918.0 ,
OUTLET=915.5 ?
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914.???
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PROPOSED ' ELEV ON
LOVJEST FLOOR ELEVATION: ?.0 2
? ' q3 ?,4
TOP OF BLOCK ELEVATION:
GARAGE SLAB EIEVATION:
X 000.00 OENOIES EXIS7INC EIEVAlION
( 4,00.00 ) DENOTES PROPOSED ELEVq710N
--- DENOlES DRPINACE AND U1ILITY EASEMEMT
=-? DENOTES DRRINACE fLOW DIRECTtON
--?- DEN07E5 SPIKE
B DENOTES OFFSET HUB •
WE HEREBY CERTIFY TO MANLEY BROTHERS CONSTRUCTION THAT ThiIS IS A TRUE AND CORRECT REPRESENTATION OF A
SURVEY OF THE BOUNDARIES OF:
LOT 5, BLOCK 2, PINEY WOODS
DAKOTA COUNTY, MINNESOTA (THIS LEGAL DF.SCRIPTION IMILL BECOME VALID UPON FILING THE PLAT PINEY WDODS)
IT DOES NOT PURPORT TO StIOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT AS SHOWN, AS SURVEYCD B`! ME OR
UNDER MY DIRECT SUPERVISICN THIS 5TH DAY OF JqNUARY, 2004.
SCALE : 1 INCH = 30 FEFT OZ.??°Q-
REVISED 01-07-04 STAKED HOUSE
REVISED 01-14-04 ADD BRICK LEDGE r
I8? 103327.000 NJl\TJW OI(Zi L4
r ES 0 5 RECn
?
?..?
P.A..
pRO?I
O 0
Date:
City of hp
3830 Pilot Knob Road
Eagan MN 55122
Phone: (651) 675-5675
Fax: (651) 675-5694
AUG AbNA1
Use BLUE or BLACK Ink
For Office Use
(�
Permit #: /9 (ii?
Permit Fee:
Date Received:
Staff: )
2012 RESIDENTIAL BUILDING PERMIT APPLICATION
RESIDENT
OWNER ..
Site Address: t+6,3 1 114 CP16Gt(Li f' Unit #:
Name: Ioi 4 A -rel e ft'Vl!-Se A—K— Phone:
Address / City / Zip: 14(s' (# 'i"I NU. Lerma t Cil 2C t.F✓
Applicant is: Owner Contractor
TYPE OF WORK
Description of work: 1.-oLo' 'ft-Ve,Ut'1/ (j
Construction Cost: Alt. 30, O2O
Multi -Family Building: (Yes / No_)
Company: CA,re_s l (sit% (& ` 60-r Contact: \Ig-DP !%
Address: I tle T-14.1W.j i..3,
City: -C--7.064, il2A1
State: Zip: Lt Phone: ( 2) �' 1 5 00 3.
License #: 2..Se Lead Certificate #:
If the project is exempt from lead certification, please explain why: (see Page 3 for additional information)
Bait.. Y /tr Iy
COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING
In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan?
Yes No If yes, date and address of master plan:
Licensed Plumber:
Mechanical Contractor:
Sewer & Water Contractor:
Phone:
Phone:
Phone:
NOTE: Plans and supporting documents that you submit are considered to be public information. Portions o`
the information may be classified as non-public if you provide specific reasons that would permit the City to
conclude that they are trade secrets.
CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours
before you intend to dig to receive locates of underground utilities. www.gopherstateonecall.orq
I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of
Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in
accordance with the approved plan in the case of work which requires a review and approval of plans.
Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180
days of permit issuance.
J0C f-Jkli
Applicant's Printed Name
x
Applicant's Signature
Page 1 of 3
SUB TYPES
Foundation
Ali
Family
Multi
01 of Plex
Accessory Building
DO NOT WRITE BELOW THIS LINE
Fireplace Porch (3 -Season)
Garage Porch (4 -Season)
Deck Porch (Screen/Gazebo/Pergola)
f'— Lower Level Pool
WORK TYPES
New
Addition
Alteration
Replace
Retaining Wall
DESCRIPTION
Valuation
Plan Review
(25% 100% Y I
Census Code
# of Units
# of Buildings
Type of Construction
iazie
Interior Improvement
Move Building
Fire Repair
Repair
Occupancy
Code Edition
Zoning
Stories
Square Feet
Length
Width
REQUIRED INSPECTIONS
Footings (New Building)
Footings (Deck)
Footings (Addition)
Foundation
Drain Tile
Roof: Ice & Water Final
Framing
Fireplace: Rough In „Air Test 444 - Final
Insulation
Sheathing
Sheetrock
Reviewed By:
Siding
Reroof
Windows
Egress Window
Storm Damage
Exterior Alteration (Single Family)
Exterior Alteration (Multi)
Miscellaneous
Demolish Building*
Demolish Interior
Demolish Foundation
Water Damage
*Demolition of entire building — give PCA handout to applicant
Zit
Xala
R-1
1
MCES System
SAC Units
City Water
Booster Pump
PRV
Fire Sprinklers
Meter Size:
Final / C.O. Required
Final / No C.O. Required
HVAC Gas Service Test
Other:
A/.
Gas Line Air Test
Pool: Footings Air/Gas Tests _Final
Siding: Stucco Lath Stone Lath Brick
Windows
Retaining Wail: Footings Backfill Final
Radon Control
Erosion Control
, Building Inspector
RESIDENTIAL FEES
Base Fee
Surcharge
Plan Review
MCES SAC
City SAC
Utility Connection Charge
S&W Permit & Surcharge
Treatment Plant
Copies
TOTAL
67 f �3s� /�'/�,,i,o a 6o'/tai / 8i4O'
3,21 ie
Page 2 of 3
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA106767
Date Issued:09/11/2012
Permit Category:ePermit
Site Address: 4663 Pine Cone Cir
Lot:5 Block: 2 Addition: Piney Woods
PID:10-57700-02-050
Use:
Description:
Sub Type:e-Fireplace
Work Type:Gas Fireplace (new)
Description:SEE COMMENTS
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:9/11/2012 Contractor pulled a permit for fireplace and he did not need to since the fireplace is covered under the building
permit #106487. Contractor will email me and I will issue a credit. pf
Improvements to the home may require smoke detectors in all bedrooms. Chimney / flue must be inspected prior to
Valuation: 3,000.00
Fee Summary:BL - Base Fee $3K $88.50 0801.4085
Surcharge - Based on Valuation $3K $1.50 9001.2195
$90.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Donald W Balascak
4663 Pine Cone Cir
Eagan MN 55123
Twin City Fireplace
6916 Washburn Ave S
Richfield MN 55423
(612) 282-2684
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA113697
Date Issued:09/06/2013
Permit Category:ePermit
Site Address: 4663 Pine Cone Cir
Lot:5 Block: 2 Addition: Piney Woods
PID:10-57700-02-050
Use:
Description:
Sub Type:Reroof
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:If there is no ice protection inspection prior to final, the contractor must meet the inspector w/ a ladder and flat bar.
Pictures are not acceptable in lieu of inspections.
Carbon monoxide detectors are required by law in ALL single family homes .
Elizabeth Hess
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Donald W Balascak
4663 Pine Cone Cir
Eagan MN 55123
Sela Roofing Remodeling
4100 Excelsior Blvd
St. Louis Park MN 55416
(612) 823-8046
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA125907
Date Issued:08/07/2014
Permit Category:ePermit
Site Address: 4663 Pine Cone Cir
Lot:5 Block: 2 Addition: Piney Woods
PID:10-57700-02-050
Use:
Description:
Sub Type:Siding
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please leave printed pictures of house wrap on site for the final inspection.
When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to
ensure maximum ventilation to attic. Call for final inspection after installation.
Valuation: 4,000.00
Fee Summary:BL - Base Fee $4K $103.25 0801.4085
Surcharge - Based on Valuation $4K $2.00 9001.2195
$105.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Donald W Balascak
4663 Pine Cone Cir
Eagan MN 55123
(651) 238-4066
Blue Ox
308 6th Ave S
South St Paul MN 55075
(651) 303-4190
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA143607
Date Issued:06/21/2017
Permit Category:ePermit
Site Address: 4663 Pine Cone Cir
Lot:5 Block: 2 Addition: Piney Woods
PID:10-57700-02-050
Use:
Description:
Sub Type:Reroof & Siding
Work Type:Replace
Description:
Census Code:434 -
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Please print pictures of ice and water protection and house wrap and leave on site.
When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to
ensure maximum ventilation to attic. Call for final inspection after installation.
Valuation: 8,000.00
Fee Summary:BL - Base Fee $8K $162.25 0801.4085
Surcharge - Based on Valuation $8K $4.00 9001.2195
$166.25 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Donald W Balascak
4663 Pine Cone Cir
Eagan MN 55123
Sela Roofing Remodeling
4100 Excelsior Blvd
St. Louis Park MN 55416
(612) 823-8046
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Plumbing
Permit Number:EA154501
Date Issued:03/27/2019
Permit Category:ePermit
Site Address: 4663 Pine Cone Cir
Lot:5 Block: 2 Addition: Piney Woods
PID:10-57700-02-050
Use:
Description:
Sub Type:Residential
Work Type:Alteration
Description:Replace laundry tub and washer box
Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size
Comments:Please call Building Inspections at (651) 675-5675 to schedule a final inspection.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Building Code).
Fee Summary:PL - Permit Fee (miscellaneous)$59.00 0801.4087
Surcharge-Fixed $1.00 9001.2195
$60.00 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Miriam Brown
4663 Pine Cone Cir
Eagan MN 55123
(612) 414-1918
Weld & Sons Plumbing
3410 Kilmer Lane North
Plymouth MN 55441
(763) 475-0296
Applicant/Permitee: Signature Issued By: Signature
PERMIT
City of Eagan Permit Type:Building
Permit Number:EA174274
Date Issued:01/13/2022
Permit Category:ePermit
Site Address: 4663 Pine Cone Cir
Lot:5 Block: 2 Addition: Piney Woods
PID:10-57700-02-050
Use:
Description:
Sub Type:Windows/Doors
Work Type:Replace
Description:Two or More Windows/Doors
Census Code:434 - Residential Additions, Alterations
Zoning:
Square Feet:0
Occupancy:
Construction Type:
Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow
windows, call for framing inspection. Call for final inspection after installation.
Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State
Valuation: 5,000.00
Fee Summary:BL - Base Fee $5K $118.00 0801.4085
Surcharge - Based on Valuation $5K $2.50 9001.2195
$120.50 Total:
I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State
of Minnesota Statutes and City of Eagan Ordinances.
Contractor:Owner:- Applicant -
Miriam Brown
4663 Pine Cone Cir
Eagan MN 55123
Renewal Andersen
1920 County Road C West
Roseville MN 55113
(641) 264-4088
Applicant/Permitee: Signature Issued By: Signature