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GENERAL SPECIFICATIONS
<br />GORE
<br />2012 !NIBd Ai@'AL FISIDDDIK (WE (ER t) AT THE WA St. ENERGY
<br />Cat 2012 EDITOR ALONG WITHALL ADDITIONAL APPUue.E CODES
<br />BUILDING
<br />OCCUPANCY - 010LP, (ALL TIM V N
<br />STST:C -D- PER 1615 sw 25 n6 1615(1)
<br />SI" a40 /EEG. 1615(2)
<br />MIND (E)PCSURE B) BASIC SEED - 55 k-H PER FIG. 1609
<br />REOVIREMENTS: PRESSURE PER TASTE 1609.6210)
<br />CONTRACTOR STALL VERIFY AIL BEE CONDITIONS a BUILDING DUCENSONS
<br />MDR TO PROCEEDING MTH ME WORN, MY VARIATIONS FROM C010TDXS
<br />AND DLENSONS SHOWN ON THE DRAWINGS S AU BE REPORTED TO IN'
<br />DMOOTR RA RLSaURpI PRIOR TO FRO®ING WIN IE WORK
<br />WRITILV 016WONS SHALL RAVE PRESENCE OAR SCALED DYDHSDG,
<br />CONVENTIONAL LOADING PER TAKE 3m.5 VEffiY w/P3B6DCTON
<br />LOAnx. LIVE DAD TOT&
<br />ATICS II/STORAGE 2D PST ID PS w PST
<br />ATLCS 40 STORAGE ID PSI 10 PS 20 PS
<br />DECKS PER 502.21 /0 PS 10 PS 50 M
<br />EXTERIOR PRIMES 60 PS TD PSF 70 PS
<br />nu ESCAPE 10 PSr
<br />GAURDARALS/HANDRNIS 200 LEES AT TOP ANY DIRECTOR
<br />GAURDRALS (N-FILL 50 LEES APPLIED 701 so. FT,
<br />PASS AMIDE GARAGE 50 PST if ELEVATED 2,OOD IS PT.
<br />POWS (NON -SEEPING) 60 PS 10 PS- 50 PS
<br />SLEEPING ROWS 30 PS 10 PS 10 PS
<br />STARS /0 PS 10 PS 50 PS
<br />OR 3DO LL It LOAD ON A SO. 6T
<br />WMBER STRENGR PER 2012 RC a 2001 N.D.S. STANDARDS
<br />HER RR FOR b MEMBERS ODJG FIR FOR BEAMS 0 READERS U.N.O.
<br />RAFT r8M STRESS j4,R ELITE Y1
<br />h a 2 875 95 Ib
<br />AA 12 175 95 1.6
<br />AA OF '000 95 17
<br />EA OF 2 975 B5 IJ
<br />EA OF IJ50 Ati 1.6
<br />a 16F-VI Or ""a 165 1.5
<br />CA 2 au O-EAuh' 1-�.ivs47°2u-1s D/F 0 r IS
<br />ELUAAY BMS TO BE NLN ORES D.F. VIE
<br />TC STAMP.
<br />ALL STRIICNRAI MEMBERS TO BE R RDIIT!-. OR BETTER AS
<br />NOTED ON PLANS
<br />PLYW M POOL. CD ROOT AID SUSLOOR SHEATHING TV
<br />7AKE P501321 *) WALL SHEATCRG PER TAKES R6023(3)
<br />SEAICSG FASTENERS PER TAKES R6023(t) IT (2).
<br />NALL BRAONC A BRACED MALL LVS PER R637.10 BRACED WALL
<br />UOGRO!A M'L a AMY PER Tot R602.1a1.1/tAEtE REoL7au
<br />STRUCTURAL MEMBER FASTENERS PER TAKE R6023(1).
<br />A L WOE) IN CONTACT W/ CONE r0 BE PRESS TRTD.
<br />wan DEPOSED TO VICATMR TO BE PRESSURE ERro
<br />OR MNRNLY DURABLE PER 319.
<br />ALL fASTxR5 (LESS HORN 1/21 DA) NSIAnED N
<br />PAESSIiE HEARD WDD SHALL BE NOT CIPPED GAIVAN12ED 113171
<br />VRFY ALL NNUN4 BOLTING. AND OTTER CONNECT.ONS FO
<br />COMPLY WIN ENGAERS SEA VIAM SCHEML IF APPI)CA&L
<br />ROOFING OPTIONS: (vERIrY "N .URIm1CT011)
<br />O NAV IN p,�.N//roff211 YG OWAVE W�ps� ERSE STRIPS
<br />PER EA PIECE
<br />1,6 S OR DtR SiEpNP SNCITN
<br />WIN SOLID SNEATINC 0OVERHANGS
<br />(2) 6a EA PIECE, EA RAPIER/TRUSS
<br />O ON NONPERFORATED OF FELT
<br />FASTENED IF A OALV. FASTENERS PER OF
<br />PIECE
<br />1/2• CDA•PL SHEATHING OR E01AV
<br />WTI 1/2 CCx PLY SHEADIING O OVERHANGS
<br />NAKED W/Od O 6' O.C. CODES- 12- FIELD
<br />too; Go NI
<br />-8 ,2 arc Da SIX
<br />h6 PrREssLR
<br />nE.ARD vE RATE
<br />nl RAA RE)
<br />ANCHOR TE 101111
<br />E
<br />W
<br />n Lac MAu vm Mh
<br />INTMED. BRG. SUP.
<br />WERE APPUCABLE SCALE: 3/8" = 1'- 0'
<br />BAR REOUREMENTS
<br />YM .NL
<br />YM WbrMIIJ
<br />YNrY WII M TDYflm l 9II/9'RaVG
<br />IB/J11
<br />BAa,u HENRYra
<br />ea" WALLS - AGE �1 Lus95
<br />n
<br />1'
<br />IA 0NC CIE. mot 60
<br />NOW NWM- I I 1..p. I[ V --.L
<br />NOTE 6• WALL t i-6'
<br />xam GORE uaxna ONO. I BAR HMZCWYLr D WALE IS 2i FALL
<br />NOTE, ALL A.B. WASHERS TO BE 3'x3"xl/4
<br />.R Y
<br />�maau l� .I11-FI O?1 �ict o�Dl
<br />D [F16MID n
<br />n n: ZNXI , PR 9P,C3s
<br />E SAE) EYn1 RP Gx ,
<br />WMl PODI1.um
<br />Ffd1Lw6c IQo
<br />D¢¢ v,,m FOo R.IAA.0
<br />o: nlw FAaAUn
<br />Y T-O yTI P. rVAI R yA� ALMA,
<br />(0.p1 GU'[ 1lNi411-N W1
<br />a]RI[ 11RIbI ELL f9M ./Y' ,W�Md'1I50i:AC�MRA¢
<br />N100a L-p9b[ s ION n PIT./[LE).
<br />RESTRAINED FOUNDATION WALL
<br />WERE APPUCABLE SCALE: 3/8' = V- 0"
<br />OVER 6' TALL
<br />rr l
<br />RE-aG PmF MALS4i O 24*
<br />at
<br />PO¢1NG Ipl RAV
<br />BMr1E r/ T WE AS SAGE
<br />H1S HE. TS 1A TRES57RAITER
<br />} N-I a DENY oRER tR�Awirt To TO` MILS
<br />MILITATE]! h 6LtU2 EDT BXC
<br />PWT¢I TO IRONS REOF ram 1D
<br />12' APv;Dw HIP R- RP ,TOYb6 torn of
<br />61 WV &All Ma Paa SEM6 m CAN.. C Cat
<br />117CW&
<br />�WE 6@A
<br />2-M TO' MR6
<br />TTIfJl IAN 9
<br />LAP 6F� Ic WAen6a
<br />RCA PIN
<br />EA CIA" Dr. IDR
<br />MOOED
<br />ION w/Y roAa MARC,wIo:,e.(j
<br />FBI
<br />�a/IN
<br />'L �N�fln'
<br />-21
<br />RR0 UI "U JL' Nla.
<br />S
<br />�YyRm OR
<br />1/< ml PlYwlal 911E
<br />AR 7p6' OOCX[,Se MAL Be
<br />v
<br />(911Ai C.OEPR1 ^ ®IS)
<br />,,,B;At54'lsl
<br />Ey at
<br />R
<br />at
<br />m m s
<br />!�'
<br />R'R511R'�3"�'�ET�
<br />22--15o SOLD
<br />2. lame W/3-IN to sr
<br />I"*Y�,: APA RAIm rw m n,
<br />a Qµl xK RN ro RATE
<br />ODE ll W//IM
<br />•/ION 06' OG TIP
<br />6 4 t 0 EDDS B SlD"o
<br />LAP HANG la BEAR IRAN9Df
<br />MN.
<br />Nl. ARA CE 6 YL 3UD1 TRY RAPPuT I� Sy--}'k� R00 DUN-1' DGI UIQ
<br />LAY 12' Mx a LP III ID SIT 3-LI6 LLB 0 111% Y . [ARM
<br />�'I•�'�'j(� A- U PDT PR N WASHED
<br />,
<br />r-c Lr'EL rnNTCI ro
<br />ONE STORY SECTION """'D6G11Pa
<br />WHERE APPLICABLE SCALE: 3/8' = V- 0"
<br />)/If tlGUY RYIOA 91:G
<br />fix
<br />S 1Y IIO
<br />hl PRSS IRED SLL RAh
<br />STEmow KDaEYars
<br />A,_�I
<br />5FILL fWAa
<br />+-M OE SLOPE WY
<br />FRW FLrNTIA71a
<br />01/A• PER FEET
<br />_
<br />L
<br />•I
<br />HOOF THAN-1. OOIIUIF
<br />SEPT IPW ,ic CHM
<br />.• D\ nu rR N WL9ED
<br />DUNE DNAtt7 to
<br />GARAGE WALL
<br />SECTION AmRDMo¢Gwa
<br />MEE.RE APPLICABLE
<br />SCALE: 3/8" = 1'- 0"
<br />2,6 R KYA1P
<br />RATED fIYCI ntSir
<br />! I' AAACA
<br />J/p11
<br />��
<br />I(4 bYD lY
<br />LL NK 71a}
<br />6 OC... a09.\G
<br />�2A BASE FEARYat
<br />IRRD
<br />...1
<br />b RM JOT
<br />SAD RA 0
<br />FILE X1'IIS/S'w7iN
<br />�B\yp pER
<br />4I
<br />/910r
<br />2-24 Ear RAT¢ J 3 SOLI
<br />UP 91RS @II. WAI
<br />NOR: F STRIP IALISAP IS qpp (lal-t6G
<br />ARTS GO RR¢EM M1M STEW`
<br />Rl L-
<br />I UI Sl Ux ¢
<br />• 01 MUTED
<br />D/ IA1lARD SPIN
<br />Im 91N1
<br />ALLOCATE YSR NTOK DNRAPE P IEVa
<br />SIAIDAyT W. RALL-} SIRE
<br />STMAR)R
<br />RR R/N
<br />AR slNaxo rNo WNL
<br />CANTILEVER
<br />SECTION
<br />S�iRpA[rA RR RAN
<br />"Y will LYN vil
<br />M,
<br />c
<br />IV -ERE APPUCABLE
<br />SCALE: 3/8" = 1'- 0"
<br />iD"RIOu1iI
<br />C.
<br />WIKWl•I1I
<br />I
<br />NOTE:
<br />IF FINDING 15 PCEi SLPERATLLY
<br />PROMDE to ROM t RTS O IB• MAY IQ
<br />O.C. MALL MIN STD. HOCK PER PIRA
<br />GRAYING. EXTEND TO 3' CAR 6• N
<br />TROM GOT Of FIG, 40TATC "DOE -
<br />-f
<br />Cx}CH90N PMAllf1 TO WALL
<br />TOR PROPER CONCRETE COVER.
<br />1
<br />TYPICAL PONY WALL S
<br />WERE APPLICABLE SCALE: NONE
<br />DIY.' R.WGm PEAR
<br />GA to .N Eo ton,
<br />-,/e' NApDOOAPa MEW
<br />I/Y Co.� U7. M SWSRsnP.
<br />N.sTpO ml W/
<br />SYWc BAMP
<br />1. n vM To W-a• RVA "ON. Y-P• 1 R IG LR.L R)11.1
<br />t. r4Aa5 10' ACM., SEE
<br />a.-YAS 1 a o, jL AN A
<br />> NA.w.a R1Au a B.• MN ♦ >c Aux AWK RAW
<br />an u" 4. ON
<br />y � ..... rNHEWN YA l.P nr.
<br />• MIQ [W(AINc a Np SMI= EPAV A NNL •ER P6PLe.
<br />1 IR.L M17 CAWLMD AND WXEOASa SPARE UDER STNRS TO
<br />TO eE W%MD WM A W%YUY tn' Goa.
<br />STAIR SECTION DETAIL
<br />WERE APPUCABLE SCALE: NONE
<br />NOTE- DEFERRED SURMITTAt ITEMS -
<br />I. ROOF MUSS AND LATFAL ENGINEERING
<br />2. MEOHANICAL DRAWNCS IF APPLICABLE
<br />PAE-fti2 NOG, stew TRUM 0 24' CAC
<br />MRNG rW FUN
<br />r r eAmt r/ I. 4. AGE STAGE
<br />J` I} 1 N21 NI. W G hVSAIUMIIR 29
<br />rX-1 0 [NDVY OITmL T6RRUr1EA To tCP RATES
<br />I,NR rv,9nw ruiooi Fo?•a5 N
<br />15 R. R?P6 la 111 WORT@i NK Rt�fG Bd GLLV 0 I'aCnUmM,�Rtx
<br />;t:s
<br />amxu
<br />Trrca RARGA
<br />w�epm
<br />'n 64 ORAdp Pcf. NOR
<br />IQ W/2' POW 9AO 0// 'tin
<br />Tn' cwe.
<br />SCISSOR TRUSS SECTION
<br />WERE APPUCABLE SCALE: 3/8" = 1'- 0
<br />PE- W. ROOF MEW 0 2i O C
<br />RDAP10 PCR RM'
<br />NSTNL RR Yrc SDIs
<br />t7 99Cf BRAT[ w/ Y M}I AR Sv.a
<br />�PMx N-1 fVEAT GRNMWiNxI ERRRSSL,ffi7 tlP RATES
<br />NSA BATtt p1P1AS TOT
<br />1 F
<br />1Y Wv -PALL R. PP IRn 7A�' roT nit -R�A�
<br />NAl PEO 91N m GlV
<br />6• ABV BAIL
<br />I/i' CAECA -�
<br />'6 a Car
<br />/-mm ou T
<br />2-bs TIP'WES
<br />TYPICAL FASCIA
<br />LAP SR:CES Af W18)IU
<br />4sa IA6Ru NOTE
<br />PrR vIAW
<br />MUSS NOTE)
<br />ION w/ 2• POW xAAo
<br />I/Y CIS
<br />QAr la nfL
<br />0/ LEI DIET.
<br />P-T .M9AAlON UNa
<br />xu ro PEON ma a
<br />mow.i
<br />Vµc/FLn ewERTUT .
<br />STUDSa
<br />Dat
<br />o 7v Ox. STAptH.F.
<br />RAMS
<br />STRICT. MEMBERS To BE
<br />R ItM1R CA BETTER
<br />bs am R- wA6d O is' CAC
<br />�� BC © Oil APA BATTLE) It
<br />/ To a1 a 2-1 a STAD
<br />AT. CALF LID IT
<br />�Da1. O EDGES A SJ`-G
<br />1111305
<br />/a %my Ai SLED RATE
<br />O at IV ❑la
<br />wptd 06• CAC M
<br />UP 20THOG 0 N BON
<br />RDOB SIB PER RAN
<br />TRl L%w Pmmin PART.
<br />OR UN3 FBI I TiW9a
<br />I/f Coal �
<br />PBaAO[ V4rN RATED` DAI
<br />2-m TOP MT6 /
<br />LAP 9Va5 IC Ye)lU
<br />WAAII am D DrIATOM a PO
<br />Oro a1 100 Of NNL
<br />('LORE ND 0 GARI.GE TO HOUSE)
<br />UN,1SS NOTED
<br />.CAD W/ } MAN BOARD
<br />s E T-1-11 FILM OR
<br />fY
<br />In'GM&
<br />1 Ql RYW= 91R
<br />OR116'O.S0 NK EEC
<br />6' OIna- I? ION R�1
<br />}A� Mr STt6 O I6' CAC
<br />(2A' BC SMS
<br />(9QANWYI WRnA PR[Sa6)
<br />OR 71' at 51Aa"WE
<br />STREET Y1Ya7S loaf
<br />R IIEY/lT1 BE TITER \
<br />b6 BASE R. r716! 0 16' OC
<br />TO ST a 2-, G STA
<br />b IMlilfl w/}16d U SI
<br />J/ WA ED EN N1
<br />^LONE AM. RYTa PLATE
<br />r Ne COCTTP
<br />aF�l11
<br />a G C a m0s a %nl n ETA,
<br />,AP 9unrG FOR WAR TVA9ls
<br />If 0 MOTOR BRANS NBA RUMS"'It16a
<br />+-a1.1CG SLOPE A."•s¢
<br />IR.RAR Ra.DT9mlrs (LED Bur. CaNul
<br />T ix h ` TOOT
<br />111. ffM
<br />PontwAM-1• PTNTMT
<br />6 Mt NICK PONY BAPPLA I. A
<br />A.
<br />GO, mW FIC GRAN
<br />UP If MEN UP F/W to SILL
<br />OA PERT nR IN W19m
<br />STORY
<br />ERAMrPOL3D
<br />CONNECTTWO
<br />-SECTION
<br />,PQ
<br />WMERE APPLICABLE SCALE: 3/8 = 1 - 0"
<br />MITI
<br />L YWA, T6GhiSS FM RAN COL4h IOlOAIFN
<br />WNts BALL BE a ENDQS On MW) DID1 -I6
<br />TWO STORY 2x6
<br />Nva (I52 ww) 6lpwrlm Waif THE M.m6Y
<br />2012 I.R.C.
<br />vat loan 6. Ym, 6 x0a Dm Im
<br />2012 W.S.E.C.
<br />Rw-w ONfAh r41 mcom M MOIM33 a
<br />PAGE 1 OF 2
<br />a1IJ!ER roATUTIa, wN15 SHALL AT raEN To a ORA"
<br />NW 14 Y CRAM a ME wW M TE $LOLL IJU,C
<br />FAWN CREEK DESIGN
<br />Raor
<br />Tono9kel• WA
<br />509-486-1988
<br />06�
<br />
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