HomeMy WebLinkAbout1992-004808 - gable roof over flat PERMIT
CITY OF ORONO PERMIT TYPE: BUILDING
1335 Brown Rd. South • P.O. Box 66 Permit Number: 004808
8
Crystal Bay, Minnesota 55323 Date Issued: 11/19/92
(612) 473-7357
SITE ADDRESS:
3800 Hca WAY ATA BLVD W
_TB
P . I . N. ' 'X29-118-2.3-34-0009
DESCRIPTION:
GABLE R OF OVER FLAT
Building Permit 'Type COM-ADD/REMODEL
Building Work TYPe COMMERCIAL
UBC Occupan+4y B-8 B--2 CITY OF ORN
Construction Type VN FI,VANCE G'FFICE
13131 t1�i44s7 #
01 CLQ' 228.75
i.' 'ID
01 WN 22T.75-
13131U�tt1
01 WN 135.00
1350100008
jj��;j��1J�(fom&,�rN
87.75 }
1 LLLi�f1
v1 CEN ,#.
UIECK ,2 Lt8.75
M101-17M rov
REMARKS: ' r.,,
#25907:# ,.,101 .W1 T1u.14
SEPARATE PERMIT'S REQUIRED FOR PLBG & ELECTRICAL (STATE) . EXI=.:TING MEADC-fll/19/9
I ZE MAY MEED TO RE T NcRFA9,FD DUE- TO LONG THUS` SPANS.
FEE SUMMARY:
VALUATION $12,000
Base Fee $133.0
Plan Review $87 . 75
'surchar=ge ------ --*!E,--0Q
Total Fee x4,28 . 75
CONTRACTOR: OWNER: - Applicant. -
OTTEN MANAGEMNET
BOX 249
L+;NG LAKE MN 55356
473-5425
<, E P -' S-
TS, IFRDtiE �
C � .IANCEWITH--,ALL CI T
I NG, CCi?E W(J I u
APPLICANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE
CHECK OFF LIST FOR ISSUANCE OF PERMITS
FOR OFFICE USE ONLY
`)DRESS OR LEGAL: 3-600 WW�4`tZ-x'1-19 &4JOPID:
BSCRIPTION OF WORK:
-------------------------------- P
^KING REVIEW BY: /V 1A DATE APROVED.
UILDING REVIEW BY: DATE APPROVED:
--------------------- --------------------------------------------------------
'=S TO BE CHARGED: Misc. Fees Calculated By:
')F.RMIT Yes v No
REVIEW Yes 41" No SEWER CONNECTION
)TATE SURCHARGE Yes .-� NoWATER
RFCONNECTION
INVESTIGATION FEE Yes No PARK
EE
SAC Yes No SITE INSPECTION
Number of SAC Units OTHER (specify)
----------------------------------------------
ZONING CHECK LIST Zoning Distri
Fire Department: Post Office: School D' st ict:
:ot Area: Width: Depth:
Survey Submitted: Y No DateXf
Sur v y:
?roposed Setbacks:
Front (Lake) : Ri t Sid
Rear (Street) . ft Sid
Adjacent Str ctur s: Wetla d:
Building Height: Def. Hgt. L P k Hgt.
Avg. Setback: Lot Cov rage:
Ex sting Prop sed
Hardcover: 0- 5 ' --
75-
75- 50 '
250 500 '
500 1000 '
Hardcover Variance R q ired: es No Date of Cou cil Approval:
Grading: Staff Appr v l Date- By: Counci Approval Date:
Septic: Staff Appr v l Date By:
Zoning File:# R olution #: Reso ution Date:
S (in house) :
BUILDING REVIEW CHECK LIST
Y
UBC: Z CONSTRUCTION TYPE: y
Sq Footage $ Per Sq Ftg
Basement x -
lst Floor x =
2nd Floor x
Garage x =
x =
TOTAL
Estimated Construction Value: $ 1 Z_, 6oc)60
Inspections Required: work Requiring Separate Permits:
Site D(Plumbing Grading/Filling
Footing Mechanical Fire
_4Framing Septic Water Connection
Insulation Fireplace Sewer Connection
Wall Board (Masonry) Lawn Irrigation
ac,Final (Mfg.) Other
Other Well (State Permit)
Electrical (State Permit)
---------------------------------------------------------------
REMARKS (IN HOUSE) :
----------------------------------------------------------------
REVIEW BY OTHERS: DATE:
Access: Existing New
Access Approval: Date By:
-------------------------------_----------------�-----------
__
REMARKS (TO BE NOTED ON PERMIT) : EXI5 T/nl6 !-16� 49 -'512-515 /lti9�/ e�
t ISS ca-eY _-,xLP Lye- 4— LpK.l s5 �A�
CITJY OF ORO'NO - BUILDING PERI�41T APPLICATION
^otal Fee: $ o' Date Received:Date Approved:
Approved:
_ntered Bv: Permit':
%LL INFORMATION MUST BE SUBMITTED IN FULL BEFORE PLAN REVIEW WILL BE STARTED
(See Check-off List Enclosed)
-----------------------------
------- ------------------------------------------
"HE APPLICANT IS: (circle one) OPTNE or CONTRACTOR
JOB SITE ADDRESS: ,��D L'✓ L�/f��/l/ T /3 v ZIP:
(work)
NAME OF OWNER: � z�7 .��� PHONE: (home)
!4AILING ADDRESS: �D 6i� ,,2�f S CITY: i C �/y ZIP:
IONTRACTOR: PHONE:
'!AILING ADDRESS: CITY: ZIP:
STATE LICENSE: '
jo ick
'iRCHITECT/ENGINEER: e n C r N s t PHONE:
-(AILING ADDRESS: CITY: ZIP:
;'AME: S 6zad REGISTRATION ' / 7 3 P'-!r
,YPE OF WORK: New Addition Accessory Structure Move
Demo Re-model/Alteration--e Renovate._ Land Alteration
'ROPOSED WORK (describe in detail) : c,/
a
TORIES:_ S4. FEET OF EACH FLOOR:
;O_ OF BEDROOMS: GARAGE STALLS: ATT. DET.
:STIMATED CONSTRUCTION VALUATION (excluding land) : $ Aw O O e
hereby apply for a building permit and I ackncwledge that the information
bove is complete and accurate; that the work will be in conformance with the
,rdinances and codes of the City and with the State Building Code; that I
.nderstand this is not a permit and work is not to start without a permit; and
_hat the work will be in accordance with the approved plan.
DATE:
,pPLICANT'S SIGNATURE:
CITE'"Of ORONO
Post Office Box 66•Crystal Bay,Minnesota 55323•Municipal Offices
0
On the North Shore of Lake Minnetonka
DATA PRIVACY ADVISORY
In accordance with M.S. 13.04, Subd. 2, "Rights of subjects of
data", we would like to inform you that your request for a permit or
license from the City of Orono or any of its departments may require
you to furnish certain private or confidential information.
You are notified that:
1. The information you furnish will be used to determine your
qualification for the permit or license requested.
2. You may refuse to supply data, but refusal may require that
the City deny the permit or license.
3. The information may be snared with other local , state or
federal agencies to the extent necessary to process the permit or
license.
4. If your requested permit or license requires Council action
to approve, some information may become public.
5. You have certain rights under M.S. 13.04 to review private
data on yourself.
6. Your full name is required to process this application or
permit.
First Middle Las=
D,
Address
City— State Zip
X73 s
Phone
I understand my rights as stated above.
Q
S ue
BUILDING& ZONING-473.73S7 • ADMINISTRATION&FINANCE - 473-7353 • PUBLIC WORKS-473-7359
ASSESSING
►o
DES. BY: TJH CHK. BY: / TPI -85 ANALYSIS
TOP CHORD LIVE LOAD 40.00 PSF LM PLATE SERIES: LDVM= 1
TOP CHORD DEAD LOAD 7.00 PSF T 20GA 219 PSI GROSS
BOT CHORD DEAD LOAD 10.00 PSF K 16GA 200 PSI GROSS
TOTAL UNIFORM LOAD 57. 00 PSF
LOAD DURATION FACTOR 15% TRUSS SPACING: 2.00 FT. CENTERS
T1 2X4 SPF MSR 2100F-1 . 8E REACTIONS: VERT. HOR. MIN.BRG.
Bt 2X4 SPF MSR 2100E-1 . 8E 1 2263 -0 3. 59 IN. [XI - 2x4 CONTINUOUS LATERAL BRACING ATTACH
W1 2X4 DOUG FIR #3/STUD 7 2263 0 3.59 IN. WITH 2-16d NAILS IS REQUIRED AS SHOWN TO HO
L
DESIGN LOAD.
TOP AXIAL BOT AXIAL WEB AXIAL VYEB AXIAL PLATE SIZES AND GAGES SHOWN ARE CONTROLLED B
MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR MEMBER FORCE LBR TRUSS FABRICATOR PLATE INVENTORY.
1- 2 -4713 T1 7- 8 4345 81 10- 2 -691 W1 10- 3 656 W1 1 HEREBY CERTIFY THAT THIS PLAN, SPECI -
2- 3 -4103 T1 8- 9 3517 B1 9- 3 -1113 W1 9- 4 1673 W1 FICATION. OR REPORT WAS PREPARED BY ME OR
3- 4 -2921 T1 9-10 3517 B1 9- 5 -1113 W1 8- 5 656 W1 UNDER MY DIRECT SUPERVISION AND I AM DULY
4- 5 -2921 T1 10- 1 4345 B1 8- 6 -691 W1 RE I FRED PROFES NAL ENGINEER UNDE THE
5- 6 -4103 T1 L OF MI NNE SOT
6- 7 -4 7 1 3 TI � y4i5z y talc
20'-0' DAT 20 ' -0' REG. NO. 385
ES+GN—UNDE-
7'-1 "-3 6'-7"-6 6'-3"-6 6' -3"-6 (AS AM€NDEO Y STA JF MI4. )
12
CITY, 112 � 1989
BUILDINIT
NsQga�lq - I!z1_
DATE 1r;_14 Z�
4 �� APT ,,, D 13
6x7-,- , tiAS NOTED
\ 3 5 1-hese ce;nmen � k .hal! he done
In tull cnmp:iul r +
1 . 5x3. 5 a:Jlrements irc{Lr r 1 gzt fl;u & zoai:: hero.
� 'i� r:e12u in this
T,, P�, fJ -SET JN SiL AT ALL TWBS. t
K3x 1 0 . 7 = K�3x 10
I.�_7=
7
4 � 1 1
10 4x5. 3= 9 6x8. 8- l 8 4x5. 3-
3 . 59 1 N 3. 5 9 1 N
BRG ## BRG ## 2' "
2'-0" 40'-0" 40-0 C5
SCALE: 11 '-2"-5 8'-9"-11 8' -9"- 11 11 ' -2"-5 542416
1 FT=. 1862" V6. 18B
•:;CEAAL NOTES. UNLESS •7THE}TWISE t1OTED 00•y-'E. CESI71 REQUIRES TC.P Atm BOT7Cf1 CH AOS Irr'LUDIrr' THOSE WITH TRUSSES SHALL BE r71tUFA,TUPED TO THE SFECIFI CA Ti If6 CF TPI
FUPf'ISH A COPY OF THIS CL;hT1 TO THE BU1 LDi tr:, CESIQER AND PI'S,=l BaC15 ':R FPANIrlc T•'? Ha VE �:rr ITItUCUS LA TETaL SUFP'RT OUa L1 T'! STnfILW PD FCR t'ETaI PLATE ftECTID Lt}-.D TRUSS' .
CCffTAa CTrR FCR THEIR APPROVAL ariD USAGE. CESI•JI SU.-. AS ATTa•:HED -HEAT1Hn C. PURLIr6 ':A BAaClr1:. TRUSS PLATE CR IE71iAT{CfJ IS SF';4f1 BY PLATE SL•?T CI PEC TI IN.�_
Ca L'ULA T{CfIS AND TRUSS PW TE lM6Ti TU lE (TP() PUBLI CA TI CfS P.FACTI C?H PD BPP-AIAL F•-ArES SHALL BE TRAt6FIERPED TO THE PETER i0 Ui STAT ILW RCS FCR C11 TE ALACEIEI IT fE•=IFICa it Cf 6.
BUILCIrr' STRUCTURE. TRUSSES WITH SL^PED BOTTCfr CH'7RDS Hlf4D SPLICES SHALL BE LCCA TEP AT 1 •7 PAiEL LF?17TT/ '
ARE Hu"ILABLE FRCH LUfIBERtIATE +Ltt+. APE SUDJE T Tn wNl ZCf rtaL DI SPLA''EI ET ITS aND•�R TPAt6FEA 1'-i7' PAIELS It' EACH HCRD SE-301T HAI.IE EQUAL CAVLICAT
THIS CESl Q1 IS F''R a TRUSS. L/HICH IS A :cf'PYRIT. IT SHA I_L l+':AI L�f'TaL F•;P•:ES TO THE 0EARIII'S. 1!:•:A TICtiS •F LATEP.AL PAt ELS E:•.CLUDIN: IEI•�S atjE) PEIrF_R•:rlr: rEl®EP.S.
BE INTE•71ATLD ItIFJ TfE BUILCIr I.; C£SI'71. CLS IC7' LCADS at'D LT:D BRA':I H' PEQUIPED TO PESIST SU-_ r I' APE ItIDI ATED 'fl EPF:T{Ct1 BRAS If1- Af'D FEf-14T71T OPaCIrT: APE auw'/S PEQUIPEL•.
GItT7CICtG SISALL BE '!EAI FI ED B') Bl1I LL•Itr-,
ECS I.76i. CES I'll THE TPUSS CESI UI av C>1. CESIQI F•;R BEARINS. ArI:HLRn'E. Pf- TO TPI BPa Ilr' LI+D TRUSSES' H,+r'GLE af'D ET'ECT
f ETH•:•C•_L'i�1 {fl wtI::E LII TH at'FYi•_FT11A i E TPI STAI'C,ARES. BRACIII: Af'D ItrSTALLATI•_N BV '?THOlS. LII 1'H 'APE. C•7 11J7 ERECT 'R USE Ca1TH:ED 7PV SSSS. CO rlii
TRUSSES =HALL BE USED Itl E?I'Lr SED BUILDIMKIA Irl rA:f f CCRROS I VE TRUSS PLATES AS SPE'IFI ED AM fwf UFACTUP.ED BV rUT• CRI LL 'A aLTT3? TRUSSES. TRUSSES SHALL BE It6 Ta LL£L•.
0 IJ I RCt f E7 ITS LATH ACEQUATE JE7'rrIIATICN. - STRA104T� PLU11B Ar ID ALI'7 ED. AI ID !AI EI IiED a5 CESIQFS•-
:aL•-ULATED VERTICAL CEFL£CTICN F--,A LIUE rR SrI:EJ LOAD CIES p THIS IS A TIIF_LV CLSIrSI FCR A SPECIFIC BUILDItY:. DIrFIFIrN
NTT E•'_EED L,360 FrA FLI•:A TRUSSES. L x•10 F'•:R P'i:F 7RUSSF_S LUMBERMATE COPYRIGHT 1989. Fr_LL'4JIr I' Ir I;HCS Ir(DI CA TES SI)TEEI'THS •-F Arl FAB
ATI ?I1
WITH •_-
LI r'— arm L'100 FCR rH'ERHAr IJ; At'D Pri:F TRUSSES DIUISI.:f1 OF ILPIIE E]r:IrCERED PR'DIU':TS. Irl:. BASED fHlLLr1DE7a 1•IOI SIURE BELCN 13% aT Tlr£ CF Fa BRICA TI Cf 1.
LII TH•_UT •:EIL1t C_S. CAMBER IS REQUIRED TO CG'IPE76ATE FC0
ACTUAL CEAD L=a D.