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`10N& t INU
<br />N J - I il"OINT[RACI[OR SHALL MEYWY & SITE 0Ui0I11(x,!S �9 BUILDING UIWUSIONIS, a ° HAU.,
<br />RUPORT kh` VARIAIIUNS TO THE' DESIGNER FOR RESCILU'rION PRIOR TO
<br />COINSIRUC-110N, Y4RITTI-I'l IDIMFNISIONS WLL TAKE 161EcE[1,tU*,`-E OVER SCXED.
<br />CODES: 2016 RIT,"RNATIONAL RESIBEINTIAL CODE (!PC,), -90115 StAIE Eiliilrr1,4Y
<br />COUE (IKSEC)l 2015 UN'I.iFORM PL1moi,11i1G CODE ojocl, ,m5 I9TERNA110NIAL NIECHAIIICAC
<br />CODE (w,,'q AND ALL OflIEN APPLICABLE COOLS.
<br />I fiz
<br />SEISMIC 0,1/02 PER FIG. RI-1401.2(2) ?? 0141oINEERENG
<br />`41ND (EXP� 13) BASIC SPUED: 85 idPH PER FIG. RIIJOL2(4)
<br />LQAJ)3 /TABLE i,301.2(21
<br />TABL R-301,5 WIMIAM UNIFORMLY DISTRIBUTED ILIVE LOADS
<br />1 0sr
<br />115 ROOF (OR(JUND 1,210W), 21-5 PSF 10 PS1 Id PSF
<br />UNINNAUTABLE fiffICS N10 STOVA(3E 10 PSF 10 KSF 20 PSF
<br />UND IIHASITP U '-OUE AUCS UMIVED STURAGE 20 PSF 10 PSF 30 PsF
<br />HA11,311TABLE ATTICS &: ATTICS ',vl FIX0 STAIRS 3.. P"SF io KIP 40 P V
<br />DAL(XHIES (EXTEPIGIR) AND DECKS, 60 psF 10 P, F 70 PSF
<br />FIRE ESCAPES 40 psr,
<br />200 WS AT TOP ANY DIRECTION
<br />CUIUCM IN -FILL 50 LDS APPLIED 'TO 'I s Q. u,
<br />PASISONGER' VEHIC11111" GAVAGES 1540 PSF IF ELEVIED 2,000 L8 P-17,
<br />ROOMS 011-1EP 111AN SLEEPWO R00,-,,1v1S 40 P5F 10 PSF 50 f 1131
<br />SUEEP11,10 RoOiNI-3 30 PSF 10 PSF 40 PsF
<br />STINK' 40 PSF 10 P17 5 F
<br />01", 300, W P*r. LOAD ON 4 Ell.AU- REAMS, Gir-OERS, HEADERS, RAF0RS, JUSrs I'D BE wM n-R w. 2 op-,
<br />BETTOR AS NWO ON PLANS. CLUED LAMITWPEU 1111BEWS SHIALL BE MIANUFACTURIO
<br />&I LUENIIIFIED AS RZEQUIRED M AdTC, A19W & ASIM ,4I".z "03737.
<br />PLYVA410D INDEk W. TROO&SUBKOWNEATHNG PER 1AN-C 5T0121" 1(i).
<br />k,Up!l SrHVUfldW3 PEAUU R'60125I ,). SEIING FA'IIEN1rR' PER
<br />loll Pwa,-50,) & ("q,
<br />STRU0111,RAL IMIEEMOEIL FAbTEN!.`,RS PER TABLE R602,1`1(0,
<br />I filkc 1 111000 Ii'll C1011141 r V"1111 CGICMEPE, NEAR GAROW,@, OR, 4000 EXPOSED TO V,,PEATHER TO
<br />LIE PRESSURE TRIEWfED OR NATURAU Y DURABLE W 0D PER RJU
<br />(11-231SIIEEHL VIU
<br />F, m� I-o uElgipo, s -- j 'E �;f J,37M A706. WALL REBAR SIHAU. BE PLACE0 NO
<br />d6�! C13 THE OUTSIDE FACE THAN T11E WALL 'rHICKNESS, REOAP OUVEIR PER AU
<br />318. r"001INGS TO NEAR ON 1500 PS WITMUM UNNIS11JRBED SOIL. CONUTIE' TO BE
<br />MINIMUM F'r &,, 2,VA' PSI 28 DAYSS (3,000 PSl FOR OARAGE/CARIPORT SLAB`�,
<br />EXTERIOR PA'r11O SU0S ON GRADE, Py `hrEARHU, EXPO-5`0 UASSEMENT, 170011UNTION IWAL-13,
<br />PORCHES, AND SIEKS 1,V1 5J/r-7% AIR ERFRAIN4,1ENT). M11,11MUM DESIGN LQUIV� FLUID
<br />PRE'SSURE PIV UR PER �XNLS ANAUISrl
<br />INECTORS (AF EQUIVALENT STRENGIII MAY BE USP S-PRUC-R)RAL CON
<br />SUBSTI'lUffID FOR 'S8.4P;ON HOLDUNNS, STRAPS, ANC) CO�'11N1Ec,1r01 6'
<br />HOI-E RAILING NOT REWIR',ED
<br />ON DECKS w1/IN 30" OF
<br />FINISHED GRADE
<br />SIDITIG NOTE: ALL �1000 EXPOSED TO W`EAVER
<br />701 BE PRESSURE TREAAED OgR HAMEE
<br />SIHEATI-IliNG NATURAL RE"I! TANCE TO DECAY
<br />LAVING FOR 14VA'ITER TICHTNESS
<br />PIR"T'D ,pia LEDGER SAME DEP'rH AS
<br />„5`,#3J®S A1'2`x4Yy LAC ROLIRS, SIAGGERM
<br />@.9 `26 '01�'T HANGERS !Vo� LUS J - V
<br />5/4,xll- 'FIREATO OR TRE - NG
<br />2Y' M, I N1 X5'r' S PEP, PLAN SOLID 0 OCKIN
<br />FLOOR J"USTSS.- 5/1%4 DIAGUNAL BiRACING 0
<br />UNDERSIDE OF JOISTS lill (2)16d
<br />K) EACH JUSJ
<br />SINIPSON LIT19 4, 4 LOCATIONS
<br />EVENLY DISTRIGUYEED ALUNG 00"
<br />�& I INITHIN 2' OF EA. END OF
<br />LEDGER. HOILDOVIVIN UVAC"ES SMALL
<br />FULLY ENGAGE DEW,' IJOIST
<br />Aj-0,6" L, 'FULLY TI-IR[EAI)ED LAG SCREw
<br />k--vi/ HVY WASIHER, PR20RILLL0 ;v/ 1,.A1IN
<br />31' PENEIRAT110N V-10 'RoP PLATE,
<br />STUDS OR HEADER
<br />4 GRADE
<br />1, 1 "'- A
<br />U n 1 A
<br />5/4A4 CAP AND RAIL (2)
<br />&J GNLVEr"ACII PICKEf
<br />2x2 Pr"KETS SPACED SO
<br />THAT A 4' SPikERE i`dAY
<br />NOT PASS -PHROUGH (LE'S
<br />PHAN 4" GAP)
<br />0
<br />STD. 3's' h vip'LL
<br />CPT, OKNI RAIL
<br />SPA U PICKETS
<br />so- uj") sPHERE
<br />MAY VWT PASS
<br />off6' SPHERF MAY NOT PASSla
<br />GALV: EA 11 A, , �-;C 'K E T
<br />ONEk�,
<br />TO RESF)-F, LF LOAD
<br />'jI
<br />'TO TOP OF RAIL H i
<br />y 4 "
<br />U2 'SVING0RIS
<br />10 W%'T"W00
<br />I(Vu c MAX
<br />jols-r SINW- WW(Ae'"-ftlft LQAV Of- "O�
<br />A FIRLDLOCK ADJACEN T
<br />ATqLo,--,o T-N ftwy wiQ%m6w PVT AVI vwta'Pu? mr, fiam
<br />SEAM PER PLAN POSITIVE Vt)jtq
<br />TO COWNIN 2� TREADS & 1 x FA SFE IR S ?
<br />,,__CONNECT
<br />'IP
<br />SCAB TIE tY,," 2%) CONTIML FULL
<br />EA, SIDE LENGIII K5,AIDPAL tMIT'r-I
<br />P
<br />1011' M11M. S1 ACE TO INALL
<br />RE'FUR'N ENDS TO WALL
<br />OR TERWHATE AT POU. >�
<br />4x4 PRE'5ISURE IVEXPED t�
<br />HANDRAIL 'R) SUPPORT 2CO m
<br />U LOAD APPLIED 1.11 ANY
<br />UPECTIVOIL
<br />simPSON CBSQ mf"i om will-LS e,
<br />COUNGS UNDER STAIRS )v MINIMUM JX
<br />COL. DASE MAXINIIJIM F NOSING -RE ACCESSUE
<br />CONCR'ETEE FOOTNNG, PER
<br />FOUNUIV110111 P1.,44
<br />a
<br />r_- C?
<br />1
<br />M
<br />1.
<br />'WIDTH OT' LANDIN105 SHALL
<br />NNTL'
<br />i 'Or ESs 11IAN-
<br />i,HAil OF. ."0' NflKNIUM IN
<br />5
<br />THE VIR0KA] 0 F '?AVE L13,
<br />D
<br />w
<br />La
<br />if
<br />1�y a 2�
<br />Ev,
<br />-77 5
<br />3
<br />CID
<br />SCAU V
<br />SID. 36' ,4 i WALL
<br />B'd 0 60{. OPT. OPEN RAIL
<br />ROOF SP9III0,\ SPA�ZIICK
<br />13 R 1 D GE BA 0 A R 0 4 z
<br />-VO PLATE,' N S 0 H E i T
<br />MAY NOT PASS
<br />7flA
<br />VOOT11i OF LAANURNOS 5',HALL
<br />NOT BE 11'5'zi IHAN' '1HF
<br />IQERVEU� LIN N, STAIRWAY NGTH
<br />IE "I M li SHALL k- J( " MiNhAWN N
<br />2 VA LEY PLX1 'E 1110, 4 WERTICAL
<br />IE PROMID
<br />o VIx" DIRECT01 OF TRAWE.L.
<br />24' 0.0. 2 115d INTO A. TRUSS
<br />0, K"RAMING COWMIUOUS #4 HOW. BAR
<br />DARS AT A SPACING ilffli
<br />r, ExC, DING 48 iNCHIE :�S,
<br />2-xpv IRUS;KS TO BE LOCARll 8,* 0, Lo`v j
<br />IRC R404.1A..2
<br />VERKAL-` Ad-,
<br />Iv. 9 24, V, TOP OF WALL
<br />HAR. X` PN V VA'L V, 0 DEIL
<br />48" 0.111,
<br />2x4 POST 43 x A35 TO 50*110,
<br />j
<br />1 11 k
<br />DUUMlx.11) REDAR
<br />6' PHERE N.1AY N"Of
<br />D 2x6 AT SA!'AlE ANUE I fl
<br />TR vl�l V
<br />AL 1�1bo HKOILOCK t JACUNT VLS
<br />u s &,Pi p[JURE AS VALLLY ACROSS SWEAIHING. ji GR 1 A01, -� I R 0 V 'PASS's TIHIRU VNIANGUE
<br />V E tv N,3102,8
<br />21664 TO EACH TRUSS
<br />4�' -p
<br />A355 POST-,
<br />uot L
<br />IA
<br />7
<br />X1111111 I de, ", >� i i I
<br />TO V
<br />pp IN - 2`0 CON11N. FULL
<br />1,513"USS POST UOMV M A Y U EA, R 2d WNW ki 4 R 0 0
<br />U-1 I WEEN IRUISSES W LEE N 0 I'd HANUFAIL %VA'r1PI
<br />HORIW)�j "�- J�, "'Y' muit URAIN' .2��'
<br />24 PLATE IS COWMNUOUS WALL, LX)' M I K �S P A CE 10
<br />o PE R F PETURN END,.; TO "WALL,
<br />STD. HOOK
<br />FI(I DRAIN OR I'E"N"ANAIE AT PWT1
<br />m i N.
<br />CUT 192'xtt' VUHILAIIoN
<br />11111 GRAVEL
<br />HAINIORAIL TO SUPPORT 2UP
<br />-NING5 AT W-O' 0XI r y
<br />Wit
<br />1T CT Lb, IWAD APPLIED IM AN
<br />CUT 22'x48' ACCESS DIRMIOK
<br />FACT IN IL 5PAM P�
<br />-NIIN(l BETWEEN TROUS S 041 E
<br />WL, 4,0131S. A3TO
<br />S
<br />'b 2x Tq, 4, Im RKUS B' IND.
<br />7
<br />z
<br />Y.
<br />"C" n on
<br />............
<br />T AREPROTEECT ENICLUS,;1I U111DIER
<br />2x12 STRINGERS 6'�'v
<br />-
<br />lip "' ER -xIEND T."oss. two,"or -dZ, -,TAIR YVALLS & SOFFIV3 wl IGER Pi IF F001ING POURED �EPARATNLY (2) UNT11M. 44 HO; 161,o/c �vlm
<br />5 HE A Tir i I NG V flf),F R PROVIDE j4 BAN VT flC� M
<br />IRUSS E r-BAiR .3`-4` f'k0M SOT.
<br />AX
<br />OVERFRAMING TO Vi"I'lli SID� Ho(X EXTENID CO-3 OF FfG, N4,, m"i'mmum
<br />END or 1RUSSES CUR. FRI0,11M 90T. OF M. [jr! 110" NIINL 1 3 TORY 11AXIMUM NOSING'
<br />'r - 11 'IN, 2 STORY
<br />H 215K M-Iffill ?d
<br />1 A R L)E-----
<br />�-NALL FOUR PROPER CONC, COMER. VIV MIN, 3 cl F I A, L SCALE: �55' V-0`
<br />I ;1 -7 &DA-7 A I[-, T A I
<br />%(W DPAIN TO BE TEPARATE FROtill FOUNDATIUlt'l URA
<br />J I M 11
<br />-N A I 1�1 C - / '\] /
<br />%,TIG,K fILL S5 W/ 24 RAFIER U. I lu L I A 1 L
<br />(Y0 ITRUSS 5 0 24'V<;. lk' I L Y,
<br />MAK SPAK POST OU 01 4'ax� vu TRUSSES OELOV1. fn J/9 ) I
<br />STA('30'.]IR POSTS OF ADJACENT RAFUS TO ALT. -ITRUSSE-S. SEISNIIC ZONE '0" L Z -ya
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