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<br />GENERAL NOTES AND SPECIFICATIONS
<br />
<br />Th,s budding ;$ designed in occordance with the following codes Gnd sp.:ciiicc\ions
<br />Wisconsin Commelc<ol Guading Code (ViCee)
<br />2001 Edi\ion "Notional Dcsi(]fl Specifications IOf Wood Construction"
<br />
<br />Buildirlg C(!tegory:~--'---~-~~-l!
<br />
<br />Use GrolJp{s) Clossifjcoiion:w~~-~.S-'l
<br />Type of Construdjon:-~--'~~~--~--~--- TYPE VB
<br />Building Gross Square rootGge:---~_-_m_--~3640 $q n.
<br />Tolol Mezzanine Fioor Areo:- - 2596 5q n.
<br />
<br />Building Design loeds'
<br />Snow Design Dolo:
<br />DesiQn Truss lood- --39PSF
<br />Design Ground Snow load (Pg):--~-~--30 psr
<br />Design Flat Roof Snow Loed (Pr): - - 25.2 P$F
<br />Snow Exposure FDdor (Ce) 1
<br />Snow loed Importonce Fodor (Is): l.0
<br />Thermal Fodor {Cd: ~--L2
<br />Design Sloped Roof Snow Load (Ps):-~2J.6J
<br />Urlbolonced Snow locd' 0 PSF Windward
<br />Per Alternate Standard R200264-A 25.93 PSf leeward
<br />Wind Design Dota:
<br />Design Wind Speed:-
<br />Wind Exposure:
<br />Wind lood Importance factor (Iw):
<br />Earthquake Design Doto:
<br />Seismic Use Group: I
<br />Seismic Design Category: B
<br />Spectral Response Coefficients ~Sos): 0.1219
<br />\S[l1) 0_0739
<br />Site Class: 0
<br />Seismic Importance Foctar (Ie): 1.0
<br />Mopped Spedral Response Accelerations (Ss):-11.4%g
<br />(S,)~4.6%9
<br />6
<br />
<br />Response Modificolion Fodor (R).
<br />
<br />90 MPH
<br />C
<br />10
<br />
<br />2. All lumber, unless noted otherwise, sholl be S4S #2 spr Of better_ All lumber embedded in the ground
<br />shall be treated with Chromoted Copper Arsende to a retention !evel of .60 Ibs. per cubic foot.
<br />
<br />3. Soii sholl be groded to provide drainage away from building. Maintain the grade levcls shown on plans
<br />around the building perimeter.
<br />
<br />4. fill used for concrete floor slob sub grode, if present, sholl be reasonably graded granular moterial.
<br />fin used in columns holes shall be the excavated soil unless noted otherwise. AlIlill sholl be tree from
<br />debris, stofles.over 4~~ and frozen molerio1.
<br />
<br />5. Oedricol work is not 0 port 01 this drawing and sholl be installed os per opplicoble codes
<br />
<br />6. Heating, ventilating, ond air conditioning work is not a p.:lrl of this drowing ond shall be installed as
<br />per applicable codes_
<br />
<br />7. Plumbing work is not a pari of this drawing and sholl be inslalled os per applicable codes.
<br />
<br />8. All noils ore to be threaded hardened steel unless otherwise noled.
<br />
<br />This design is based on 0 building site with send, silty send, doyey sand, silty grovel, clayey grovel soil.
<br />As per the WCBC building code and per AHernate Standard #200271-A, on assumed soil beering design
<br />value of 2000 psi with increases fer depth Gnd width hos been used in this design. II information is
<br />discovered before or during construction contror! to this, the building designer should be contacted.
<br />
<br />9.
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<br />BUILDING LOCATION
<br />
<br />6433 NESBITT RD.
<br />VERONA, WI 53719
<br />COUNTY: DANE
<br />
<br />BUILDING USAGE: UNHEATED/UNOCCUPIED STORAGE
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<br />\~.. Madison, WI .
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<br />I hereby certify this engineering document was
<br />prepored by me or under my dired personol
<br />supervision and that I om 0 licensed Professional
<br />Engineer under the IGWS of the State of Wisconsin.
<br />
<br />
<br />.16) )j
<br />Dote" '
<br />
<br />My liceosc renewal dote is_Julv 31, 2012
<br />
<br />Pages covered by lhis seal:
<br />
<br />PaQes 1-11
<br />
<br />
<br />ACCESSIBLE PARKING STALL
<br />
<br />IOJ1e
<br />MlNlMUM Of ONE 9&" Wlot VRJ ACCESSiBU
<br />PARKING STAll AN!) ONE 96' ',',1DE PARKING
<br />ACCESS AISlE. W MORE llWi 25 TOTAl
<br />PARKING SPACES, A WNl!,IUM or ONE VNl
<br />A1/{) ON[ CAR ACCfSSl8tf PARKING STAlL
<br />SHAR!NC QN( ACCESS AISLE IS REQUIRED.
<br />HANDlCAPPARKlNGSIGNSSJ-Wl.BfPlACEO
<br />ON ADEQUATE SUPPORTS NOT LESS THAN 4'
<br />fROM PARKING SlJRfACE OR CURB AND- Sl-Wl
<br />INDICATE WHICH SPACE(S) ARt DESIGNATED
<br />SIGN DESCRIPTION SHAll COMPLY WiTH
<br />TRANSPORTATION RUtE 20(l07.
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<br />36' MIN. ACCESSIBLE ROUTE TO ACCESSIBLE WOR
<br />
<br />TABLE OF CONTENTS
<br />
<br />
<br />=
<br />
<br />=
<br />
<br />IOJ1e
<br />NO FORM Of PUBUC TRANSPQRTAOON
<br />STOPS ADJACEN1 TO PROPERlY
<br />
<br />1. PLOT PLAN
<br />2. ELEVATIONS
<br />3. FLOOR PLAN
<br />4. DECK FRAMING PLAN
<br />5. ST AIR DETAILS
<br />6. TYPICAL SECTION
<br />7. STITCH SCREW DETAILS
<br />8. ENDWALL BRACING DETAILS
<br />9. HEADER DETAILS
<br />10. DIAPHRAGM ACTION DETAILS
<br />11. TRUSS DIAGRAMS
<br />
<br />b
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<br />PlEASE B( A!MSUl THAT AR1l!Xw. lIGHl1NG IS NOT PART
<br />Of THIS OESfG.'I. AR11flCW. UGHllNG IS R!-:QUiRffi TO Ilf
<br />DESIGNED BY A REGlSTERffi PROFESSlDtw. TO CQl.tf'l'r Wffi-l
<br />COMM 63.0501 AND 63.0S05. mE DESlGH IS R(QOlRED TO
<br />BESU8MlTIWTOSAfflYANDBUllOlNGSFORllf<AEWANO
<br />A COF'Y Of WPIllM:D PtANS SHAlt Bf KEPT ONSlTt FOR
<br />R(\>1EWBYTHEBUllDlNGlNSPECTOR.
<br />
<br />IOJ1e
<br />A SEPARATE ROOM OR SPACE SHALl
<br />BE PROVlDEO ON THE SlTf. FOR THE
<br />S10AAGE or R[CyCtABlEMAT[RIALS
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<br />DArE
<br />10/12/10
<br />DRAWN BY
<br />A.. JORENBY
<br />SCALE
<br />NONE
<br />SALES SPECIALIST
<br />ZEAL
<br />VERONA
<br /> REVISIONS
<br />NO. DATE BY
<br />1 -..-- --
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<br />CLtARY.
<br />BUILDING CORP_
<br />Cleary-Building.com
<br />190 PAOU STREET
<br />P.O. BOX. 930220
<br />VERONA, WI 53593
<br />(800) 373-5550
<br />JOB NO.
<br />2010114608
<br />SHEET
<br /> 1 OF 11
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