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9PECIFICATIONS
GENERAL
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I LIVE LOAD~
ROOF
WIND
~EI5M,C
1~ P5F SNOW LOAD
W MP.. EXP05URE B
uBe lONE 3
2 ALL DIMENSlot-.S AND EXISTING CO<DITIONS TO 610 VERIFIED IN THE FIELD AND SHALL 6E
THE RESPONSI61LITY C!' n.<E CONTRACTORS
3 DET AIL~ NOT SPECIFICALLY SHow-.! ~HALL BE SIMILAR TO THO~E ~<--IOUN.
4 ~HOP DETAIL~ OF ANY FABRICATED ITEM~ TO BE ~UElMITTED PRIOR TO FA6RICATlON.
o ALL MATERIAL~ AND 001<KMAN~HIP SHALL CONFORM TO THE PLAN~ AND THE 2000 OREGON
ONE AND TOO FAMILY DWELLING ~PECIAL TY CODE
& THE CONTRACTOR SHALL BE RE~PCN~IBLE FOR THE ~AFETY C!' THE 6UILDINQ DUR:NG
CONSTRUCTION AND SHALL PROVIDE ADEQUATE ~HORING, 6RACINQ AND QUY~ D('RI"4 THE
CONSTRUCTION IN ACCORDANCE WITH ALL NATIONAL, ~TATE AND LOCAL ORDINANCE~
1-".
FOUNDAT'O~
I IlJHERE PRACTICA6LE EXCAVATIONS SHALL 610 AS '<EAR AS POSSIBLE TO THE ~EAT LINE~ REQUIRED 6'1"
~llE AND ~HAPE OF THE FOOTINC; NO MATERIAL ~HALL 6E EXCAvATED cJNIo,ECE~~ARIL Y U~E FORM~
FOR THE SIDE~ C!' FOOTI'K;S
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2 6OTT(;<1 C!' FOOTING~ SHALL BE E~TABLISHED AT MINIMlJ'1 1',0' BELOW FINI~...ED QRADE WITH
&'. e' n.<ICK FOUNDATION WALL
, DE~IGN eolL PREMURE . I"""" P5F.
4 A~ EXCAvATION f'ROQRE&&E~, CONDITION~ MAY DEVELOP REQUIRINQ CHANQES IN THE ELEVAT'ON OF
FOOTINGS $(JCH CHANc.E~ ~HALL 610 MADE ONL 'I" A~ DIRECTED BY THE ARCHITECT OR ENGINEER
CONCRETE
I FRG"VIDE r~. ;.~" F51 CONCRETE FC1Q: FOUNDATION$ EXTER:l0~ WAL.L$ AND OTI-fER VERTICAl.. CONCRE;"'e
lro!<l< ~XPOS~D TO WEATHeR 'e'l~ PSI FOR INTe""IO"" SLAea a< """-"D~ ~XC~PT c.A""""~ 1'\.00"" SLABS
rc..3~ FSI CQ.\CREiE!=OR PATIO 5LA66 AND &TEP& EXPQ$ED to T\.-IE u..EAt~ER. AND a~e FLOOR:
5LAf5! ~' 5LUMP MAX. ALl.. C~~TE TO ee AIR 5NT~,NEP ~..,,.
1 ALL CONCRETE TO BE REINFORCED UNLE~~ SPECIFICALLY MARKED PLAIN CONCRETE
3 CONCRETE FORMS MIXING PLACINCI, AND CURI'K; SHALL CONFORM TO ACI MANUAL C!'
CONCRE"E PRACTICE LATE~T EDITION AND ~PECIFICATION~
5TEEL REINFORCEMENT
I REINFORCINQ ~HALL CONFORM TO A~TM A'&lo, QRADE &0 u.ELDED WIRE FABRIC ~..ALL
CONFORM TO A~TM A.leo
1 ALL REINFORCING ~HALL BE CONTINUOJ~ STAOOER SPLICE~ IN ADJACENT BARS,
LA/" eARS A~ FOlLOWS, "3, 1',4', '4, 1',..', 'S, 2 -0', Ol'l IN ACCORDANCE UJlTH ACI , e,e$,
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3 PROYIDE CORNEI'l BEND~ CORRESPONDING TO ~llE, NUMBER. AND LAP S'DING LENQTH OF
PRINCIPAL REICFORCEMENT I
4 CONCRETE Co-lVER UNLES~ OTHERWISE NOTED $HALL 6E 3' BOTTOM AND SIDE~
FOOTING~ 1.112' ELSEUMERE 1
, I
o f-IOLD RENFORCEMENT IN IT~ TRUE PO~ITION WITH DEVICE~ 5UFFICIEN"L 'I" NUMEROU~ TO
PREVENT DISPLACEMENT I
,e I J
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ROuc.H CARPENTRY
I FRAMING lUM6E.R ~HALL BE D0\J6LAS FI'<. 1$% MOI~TURE CONTENT, C.RADE~ A~ FOLLOw~,
JOI~T~ AND RAFTE~' '2
PO~TS BEAM~ AND ~TRINGER~ '2 UNLEM OTf-IERWI~E NOTED
~TUD WALL FRAMING ~TD OR BETTER.
EXTERIO<< WALL~, 2X& AT 24' "'Co UNLE~~ OTf-IERWI~E NOTED
INTERIOR WALLS 1X4 AT 1&' "'~ UNlE$~ OTHERWISE NO"ED
QRAPING TO CONFORM TO IUlFA OI'lIloCLB RULE~ ,
,
2 lJY.)OD IN CONTACT WITH CONCR!; rE ~f-I ~Ll BE PRE~~URE TREATED
,
3 WALL~ . BLOCKING AT 1l',O' t-'AXIMuM
4 JOI~T~ . FULL BEARING WITH " eoLID BLOCKING AT ~UPPORT~
o PLYlJY.)OD A'<D UXlOD ~TRUCTURAL PANEL~ Sf-IAll BE C,D EXPOSURE ~ OR BETTER. CEN"ER
SHEeT~ ACCURATELY OVER ~UPPOR"ING MEMBERS SHEET~ ~f-IALL BE 1&' MINIMUM IN WIDTH
LAY FACE.QRAIN PERPENDICU1.AR TO ~UPPORT~ ON ROO!' AND FLOORS, AND ~TAOOER
END -~OI'lT~
& WA~HER~ MACf-IrNE 60l TS AND LAG. SCRE\U$ WITH f-IEADS OR NUTS 6EARING ON Il<OOD Sf-IALL
f-IAVE STANDARD MAlLEA6LE WA~HERS OR EQUAL PLATE WASf-IERS
, 60L T~ . DRILL HOLE~ ){&. OVE~~IZED, THREAD~ ~f-IAlL NOT BEAR ON lLC>OD
e, LAG. 5CF-EW~ - DO NOT HAMMER 5CREW INTO PRE,DRlllED HOlE~ THE MME DIAMETER A~
ROOT ON THREAD ENLARGE TO ~HAN!<; DIAMETER FOR LENGTH OF ~HANK.
, ,
~ All NAILING PER NAiliNG ~Cf-lEDUlE~ IN ot-.E AND TOO FAMILY DUJElllNli,oODE TABLE
&02.3 II) . III j I, ''<!-
10 METAL FRAMING DEYICE~ Sf-IALL 6E A~ MANUFACTURED BY ~IMP5CN CO" ~AN LEANDRO CA.
, OR APPROVED EQUAL
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PLUMBING
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I. INTERIOR FAUCET~' SHC\LER ~EAD, MAX 2~ GAL. / MIN.
, TOILET, I... GAL PER FLUSH
3 CO-ORDINATe ~lEEYl:~ FOR IRRIGATION AND RAIN DRAIN~ PRIOR TO POJRING CONCRETE FLAtUXlI'K
,
ENGINEERED LUMBER AND PRODUCT5 I
I V h
I Lvt.'S BY TRU~ JOI~T MACMillAN, F". 1&0~ P~I, F . 11l!; PSI, E . 19 MIN.
I I v l&-
2 PSL'$ BY TRU$ JOI~T MACMILLA'j. Ii:,' 1$00 PSI, F . ,$0 PSI, E . 2-0 MIN.
3 TJI ~OI~TS 6'1" TRU~ JOI$T MACMillAN. IN~TAllED PER MANUFACTURER~ ~PECIFICATION~
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NOTICE.
THIS PERMIT SHALL EXPIRE IF THE WORK
AUTHORIZED UNDER THIS PERMIT IS NOT
COMMENCED DR IS ABANDONED FOR
ANY 180 DAY PERIOD,
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CITY OF ~RINGFIELD, OREGO'./
~PPRO\'ED BY / JjW'- DI',T..f-1L:..?~-iJ L
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IN ACCORDANCE WITH ARTICLE 15
d THE SPR'~-ICF,ElD DE'vElCFMfNT (f)-A
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1I~I1U~ SETBACKS . I~TERIOR LOTS
~11 measurements are from Property Llnes
-Front yard to douse 10 feet
-Fro~t Jard to Garage 18 feet
-Slde lard to House or Garage 5 feet
-Rear lard to House or Garage 10 feet
P U,E, MAY CHANGE SETBACKS
..LSTREET TREES -'.RE
ARE REQLlRED Please
refer to attached De,elopment
Code SectIOn regardmg the
placement and types of
allo'Wable street trees
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