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<br />GENERAL FOUNDATION NOTES
<br />
<br />t C<:'>>lTRACTOR TO COORDINATE $TF<\JCT11RAL AND ARCHITECTURAL
<br />PLANS FOR DETAI1-5. DIMENSIONS, ELEVAflONS. OPEN1NC.$.
<br />IN$ERTS. ETC. NOTlPr" ARCHITECT OF ANY VARIANCE BEFORE
<br />CCM'1ENCIl-6 CONSTRUCTION.
<br />1, iN NO CASE Sf.lALL s.rRllCTURAL AlTERAflCNS OR \l.lOl<K AWE-CrlN::;,
<br />A $TR\JCTI.lRAL MEMBER BE MADE. UNLESS APPROvED BY ENG.tNEER
<br />3. SIMILAR PORTIONS cr TI4E BUilDING SHALL HAvE SIMILAR DETAIL!*.>
<br />ll!-.'LESS NOTED Ol\.U:RUJI$E.
<br />4. FOOTW::iS si-tAt.L BE CENTERED ABOUT THE POSTS UNLESS
<br />NOTEDOTj.jER\UlSE.
<br />!i>. ll&E A TYPICAL LAP LENG1J.< OF 3" ",d-.,&.
<br />
<br />MILD STEEL REINFORCING PROTECTION
<br />
<br />FOOT1N(,$- BOnOM ~ SIDES
<br />FOOT!N65. ToP
<br />
<br />DESIGN STRESSES
<br />
<br />CAST-tN-PLACE CCNCRETE
<br />FOOTiNGS. ftOOR$, SlOEWALk$.
<br />APRON. GllTTERS f'c- ' 40@0p&,
<br />RElNFORCtNG STEEL fy . t:>0;P:l:ilJ P-'"
<br />$OIL ALLCWABLE BEARING CAPACITY - Cl" . I~ p"f
<br />VERifiED
<br />
<br />BOX NOTES
<br />
<br />DESIGN LOADINGS
<br />
<br />"
<br />,.
<br />
<br />iNTERNATIONAL 8UILO!N6 COOE u!Joe
<br />CATEGORY II B'lllDINc"
<br />ROOF 5NOJ) LOAD
<br />GROUND e.NOW LOAD. Pg . 30 p"r
<br />FLAT -ROOf' SN"QUJ LOAD Pr . 15.1 p..r
<br />SLOPED ROCf' 5NO.lIlOAD p" . 2:'.2 p~f
<br />SNOW EXPOSURE FACTOR Ce " 10
<br />5NO',(I IHPORTANCE FACTCR. I . I.e>
<br />Tl-IERMAL FACTOR - C\ . 1.1
<br />ROOF SLOPE FACTCK Ct> . Ie>
<br />IJJlNDLOAD
<br />8A!,;IC WMO SPEED " ~ "'ph
<br />Wlf,/O IMPORTANCE FACTOR. 1,., " 1.0
<br />\IJlND EXPOSURE' C
<br />iNTERNAL PRESSURE COEFFICIENT. </_ $5:;'
<br />Ca"iPONENTS AND CLADDING
<br />EXTERIOR WALLS, DOORS.
<br />UilNDOWS AND LOJVER5-j$ PSF
<br />ROCf'UPL1FT 1'3,~FeF
<br />ROOF OvER\.lANG UPLIFT 21.':l PSI'
<br />ADDITIONAL RCiCl" LOADS
<br />DEAD LOAD. TOTAL
<br />TOP CHORD
<br />BOTTOM CHORD
<br />UNBALANCED ROCf' SNOW LOAD!>
<br />VALUES FOR FlUURE 1-:' (ASCE 1~IZJ6J
<br />fLEFT)<!>.~ P9 1.6- p$/'
<br />fRlGl..n) P~ 15.2 PSI"
<br />DRfFI ADJACENT TO GABLE 13.1 P5F
<br />LENGTH Cf' DRIFT !;_~ P5F
<br />LIVE LOAD (MlNlM\k1) '" ~
<br />TRI.l55 DEFLECTION. MAX-LlX>'"
<br />SEI$MlC DESiGN DATA
<br />5EI$MIC FACTOR. IE " 10
<br />SEISMiC DESIGN CATEUORY A
<br />MAFPED SPECTRAL RESPONOE ACCELERATIONS
<br />5~" 0.10
<br />51"004
<br />SFEClURAL RESF0N6E COEFFICIENTS
<br />Sd~' o.n
<br />Sdl" $!l)f;>
<br />BA$lC SIE5l1IC-FORCE-RE5ISTlNU STSrEM
<br />CANTILEVERED COLUMN SYSTEM, TIMBER FRAME
<br />DESIGN BASE Sl.iEAR . ,,]@ L.BS
<br />5EfS,'1!C RESPONSE COEfFICIENT, C8 . @01
<br />RESF'C)!-.I5E MODIFICATION fACTOR' 1.5
<br />ANAL Y&lS PROCEDU,'~E USED
<br />EO'JlvALENT LATERAL FORCE
<br />
<br />. P5f
<br />I@P$f
<br />, p"
<br />
<br />DESIGN STRESSES
<br />
<br />CAST -IN-P'_ACE CONCRETE
<br />FOOT!NG5
<br />\!JALLS
<br />SLAe- ON CoRADE
<br />On-IER
<br />STEEL
<br />REINFORCING
<br />eom
<br />ANCHOR
<br />EXPANGiCN
<br />SOIL 8EARiNU PRESSURE CAPACITY
<br />Pf<E$UMED
<br />
<br />QJ FIRE EXrlNUUl5l-iER
<br />o TREATED WCOO PO$TS AT 4'.C' OC - TYP
<br />[2] ~~~~ ~~ll~:g~~b~E~~T~~si~;~' CLEAR
<br />[II ~~:~1~~~ET~~~~&I~~ ~~iAEiL~A:r~rs~i~~}~)
<br />FOR OJ.NER'$ PADI.OCK
<br />~ EDGE OF ROOf'
<br />G CCtiCRETE FOO1lt-k:> PAD FOR WOOD POSTS - TTP
<br />ITJ ~~t~~J~rE,.;;rD';: =~~;,.~t;: 2::;:.3" ASPl-1ALT
<br />o r-'.oJNT AT 14' AFF
<br />o PROVIDE UJEAmER PROOF SW1TCI--l
<br />~ ~~x~~ ~Eru~T~ OF TH'E TFJJ551NG USE A 1><4 SPANNER 6ETIl.E:EN
<br />
<br />o ALL WlRrNG IN Tl-i15 AREA 5l-1ALL BE IN PvC
<br />[EJ UNDERGRC:UNO CONIYJIT AND CONDUCTOR TO EXISTING.- GARA<;€
<br />~ CCNTRCL EXTERIOR UG14T 1).lRCU::;l-I DlJ5K TO OA\LN PHOTOCELL.
<br />~ ~~~~~ rJ:~~~rJ~g{;~~p~~t~~~)
<br />HtlB6EL 'l.!lPZ0M
<br />~ OIAc.CNAL STEEL CABLES BETWEEN P05TS AT \5'.<2'>' AfF
<br />~ ::e:iE~~~~~~IN LINK FENCE ~D CHAIN Lli-b< WJlNG GATE
<br />@ EXIST1NG GARAClE TO REMAIN. SEE em, PLAN
<br />~ REL.OCATED C!-lAlN Lll--K FENCE
<br />
<br />GENERAL NOTES
<br />I, ALL OIMENSIONII>IG 15 TO FACE OF FRAMING OR CCNCRETE.
<br />7_ DO NOT SCALE DRAWlNGS_ IF DIMENSIONS ARE IN CUE~;'-;ICN, THE
<br />CCNTRACTOR SI-IAl-L BE RESPONSIBLE FOR 06tAIHiNG CLARIFICATION
<br />FROM TI-lE ARCI-IITECT BEFORE CCNTIN\JlNC> wm-l CCNSTRUCTiON.
<br />J. TI--IE CONTRACT DOC\.t1ENTS CONSIST c;= THE SPECll'lCATlON MANUAL
<br />A"ID DRAUIlNGS UMICI-I ARE INTENDED TO BE Cct1PLEMENTAR, AND
<br />TO BE USED iN CCNJUN::::TICH W1TH ONE ANOTHER. .
<br />4_ lF DISCREPANCIE5 OCCUR SEl"ll.EEN THE 5PEC!FICAH?N MAl"VAL
<br />A'-ID TI-IE DRA&IING5. NOTfF'( THE ARCI-lITECT FOR A RESOlUTION.
<br />5. ALL LIGHT FI>1TURES Sl-IALL eo: LAID OJT ON SITE AND DETERMINED
<br />BY BUILDING STf<:UCTURE.
<br />
<br />r'c ~ 4000 p8'
<br />r'c . 400-0 p~t
<br />r'c . 4000 P&l
<br />r"C" Je>0<!>~,
<br />
<br />ry, 0$k.s'
<br />
<br />1"i554. GRADE *'
<br />u.EOGE TYPe
<br />
<br />q.150<!>p&f
<br />
<br />TIP'
<br />
<br />OESCllIPllON
<br />
<br />02 4'WETSlJRFACE1tAM?
<br />
<br />WATTS
<br />
<br />FIXTURE SCHI::DULE
<br />LAM? TYPE LAMP OTY, MANUFAC1URER
<br />OAYBRITE
<br />METALUX
<br />COWM81".
<br />lUMARK
<br />G"OCD
<br />NOR1l1STAA
<br />
<br />CATALOG MJ/&lfR
<br />DWAE_231-UNV_EB
<br />fT2.131!)R_WL
<br />tUN42_31_120
<br />PlIP_T..52.E_BZ
<br />101-MU2tlOF-110-BRP
<br />AWMT_FT.9--211(l
<br />,
<br />
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<br />
<br />f31WISf>351AlTO
<br />
<br />f'Xl"ERORWEOGe OOWN ll3HTFWORESCENT1
<br />lAMP
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<br />
<br />GENER.....NOTES.
<br />1.AUAJ;T\JRESTOBE110VUNlESSOTHERWlSf'NOTEO.
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<br />2l;lM>"';.oV>>lCE CAT# 1Of>.2P~2'SC@12~(l'OCUS CNENEIl.GYlNCWTl'<lOj OR<:OlJN..
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<br />NOTE
<br />CONSmiCTION WORK ON SITE S>-lAlL NOT CCt""d"1ENCE L:NTlL AfTER
<br />,\iJ6UST I. 1010. A ZON!N6 Cl-ItoN:;;E APPROVAL AND EROSICN CONTROL
<br />AND STORM WATER MANA6gMENT PERMIT-MUST BE., OBTAINED FROM
<br />DANE CO\1NT'l' BY Tl-lE Too.N AND MSA.
<br />
<br />A79-113
<br />
<br />P/tOOfultG1G311G171ll1(l170l}1/CAD0I
<br />
<br />A2.1
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