10 - Original Construction_Part7.pdf

2 ABBREVIATIONS

A. B.

ANCH.

APPD.

l,>.PPROX, ARCH, B.,L.

fil_DG, BLK, !.ll..KG, 13M.

n11.i.

s.o.w.

APG,

BRIDG,

BSMT.

BTWN,

c.c ..

q_

CLR,

COL.

COl'.IC, CONN, CONST, CONT.

CONTR,

CN1R.

o. A. s.

DBL,

OE:PR,

DET.

DIA. ,,

OIAG.

OIM,

OWG,

OWL,

E.A.

E. P-.

EL.

ENGR.

AT ·

ACHOR BOLT

ANCHOR

APPROVED

APPROX I MA TEL Y

ARCHITECT

BRICK LEDGE

BUILDING

BLOCK

BLOCKING

BEAM

BOTTOM

BOTTOM OF WALL

BEARING

BRIDGING

BASEMENT

BETWEEN

CENTER TO CENTE.R

CENTER LINE:.

CLEAR

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CQt,.ITRACTOR

CENTCR

DEFORMED ANCHOR STUD

OOUEILE

DEPRESS

DETAIL

DIAMETER

DIAMETER

CilAGON AL

DIMENSION

DRAWING

DOWEL

EAST

EACH

EACH FACE

ELEVATION

ENGINEER

EO.'

e. s.

EXIST.

EXP,

EXT.

E, W.

FAB.

FNDN.

F. S.

FIN.

FLR.

FLG.

FRMG.

FT.

FTG,

GA.

GALV.

qL, GR.

GR, BM,

GYP,

H. A. S.

HOR.

HGR.

HOR.

HT.

1. F.

IN.

INT,

.JST,

.JT.

I<

KSF

KSI

L

EQUAL

EACH SIDE

EXISTING

EXPANSION

EXTERIOR

EACH WAY

FABRICATE

FOUNDATION

FAR SIDE

FINISH

FLOOR

FLANGE

FRA'vllNG

FOOT

FOOTING

GAGE

GALVANIZED

GLULAM

GRADE

GRADE BEAM

GYPSLM

HEADED ANCHOR STUD

HEADER

HANGER

HORIZONTAL

HEIGHT

INSIDE FACE

!NCH

INTERIOR

,JOIST

JOINT

1000 LBS. (KIP)

KIPS PER SQUARE FOOT

KIPS PER SQUARE INCH

I -

LBS.

L. L. H.

L. L. V.

LONG,

'L. S .. H.

L. S. v.

MAS.

MAX,

M, C, J.

MECH.

MJN.

MTL.

N, N. S.

NOM.

N. T, S.

O.H.

0, c.

OP"!G.

OPP.

o .. ,F.

P. l. P., PAR., P1ENET, PERIM.

Fl_ PRELclM.

PSF

PSI

PT,

P. C.

QTY.

R, R•..::

REF .

RE.INF.

,.J I ~-1c--- , r I

' . ' I

POLNDS

LONG LEG HORIZONTAL

LcONG LEG VERTICAL

LONGITUDINAL

LONG S !IDE HORIZONTAL

LONG SIDE VERTICAL

MASONRY

MAXIMUM

MASONRY CONTROL JOINT

MECHANICAL

MINIMUM

METAL

NUMBER

NORTH

NEAR SIDE

NOMINAL

NOT TO SCALE

OPPOSITE HAND

ON CENTER

OPENING

OPPOSITE

OUirSIDE FACE

POURED IN PLACE

PARALILEL

PENETRATION

PERIMETER

PLATE

PLUS OR VIINUS

PREL:!M!NARY

POL.NOS PER SQUARE FOOT

POL.NOS .PER SQUARE INCH

POINT

PRECAST

bUANTITY

RISER

REFER TO

REFERENCE

•RE•INFORCING

L L t I

REQ1D•

REQ'MT,

SCHED,.

SEC.

SHT.

SIM,

SP,

SPCG,

SPEC.

SQ.

STD.

STGR,

STRP,

REQUIRED

REQUIREMENT

SOUTH

SCHEDULE

SECTION

SHEET

SIMILAR

SPACE

SPACING

SPECIFICATI.ON

SQUARE

STANDARD

STAGGERED

STIRRUP

STL. STE.EL

STRUCT. STRUCTURAL

SYM,

T. & B.

TEMP.

T. &G.

T. O. B.

T. O. C, T. 0. F, T, 0, M.

T. 0. S.

T, 0, W.

TR.

TYP.

U.N.

VAR,

VERT,

w.

w/

WO·

w/o w~.

WT,

W.W. F.

r'Q •

SYMMETRICAL

TOP AND BOTTOM

TEMPERATURE

TONGUE & GROOVE

TOP OF BE"AM

TOP OF CONCRETE

TOP OF FOOTING

TOP OF MASONRY

TOP OF STEEL

TOP OF WALL

TREAD

TYPICAL

UINLESS NOTED

VARIES

VERTICAL

WEST

WITH

WOOD

WITHOUT

WATERPROOF

WEIGHT

WELDED WIRE FABRIC

YARD

'I i

'1 ,I

L' ~, L ~ I -'I\"_

"'----~ CORNER BARS ~CORNER BAR +-----, .

L = CL.ASS B TEN'SlON SPLICE

4 CORNER REl:NF. 5 l1NT.E,RSECTION REINF.

6 LOOSE

OPENING

5'6 11 or less

Over 5 1-6 11

Thru 6 '-311

Over 6 1-3" Thru 7'-011

Over 71-011 Thru s•-0 11

LINTEL

L INTF!. BRG. EA. EIND

L 31 X 3 X t 6 In, 6 In.

L 3~ X 14 X * 6 In.

L 3t x 5 >< i 6 In.

8 REINF. BAR SPLICE SCHEDULE

BAR SIZE SPLl,CE LENGTH (INCHES!

#3 16

#4 22 ' .11-----------------+---------------------1, '1 #5 27 i

#6 35

#7 48 j

1------------------+------------------------tl l-------------+-----------------+·----------------- ----,11 #8 63

Over 7 1-0 11

Thru 11 •-011

NOTE:S:

WBx10With PL t Bottom

·1, Pruvi<:Je one steel angle for each 411 or less_ of masonry.

2. All steel angle lintels to have 3f 11 leg horizontal.

8 In.

3, For steel llntels with openings larger than 8 1-0", provide 1-5/8 11 ¢ x 1 '-6 11 A. B, at each end,

4. For openings 81-011 or less, masonry under lintel bearing must be solid or have cells grouted full for 16 11 below bearing elevation.

5. For openings over e•-on, provide solid masonry jamb under Hntel at each side of opening.

#9. 80

#10 101

# 11 124

' NOTES:

1. Lap splices not permitted on #14 & #18. ·

I 1 •

2.

.J.

4.

GENE.RAL

Desrgn fabrication and constructlon of all structural elements ls subject. to the fi)rovTsfons. of the Ur,iform Bui,l,dln,g Code,. current adbpted edi lion, Live Loads Used in Design:

A. Ro.o.f ................ , ~ ............ JO: psf B.

c.

Win_d ••..•.• , .• , ••• ~ .•• , • • • • • .. • • 15_, psf;

Seismi.c .. ..... ,. ~ •••.•••• , ........ Zone 11

Concrete~ A. All cast !n ll)l:ace concrete: shal I have: a 28 day de~ compl'e,,siv• strength of .}000 ps.i.

B. Concrete sha·lal be: mixed, placed' and,cur-ed in accordill'!ce·with ACI:

c.

D.

E.

318, latest edition.

SI abs and bearn.s shall not have joints Tn a ho:l'.'i z.ontal pla,,·e. Where stop in concrete work f s r:recessar:-y at a pofnt other than a control· or, construct1on Joint. she·.= Of" !hes., draw,n:gs, t"he- Joint shalt' be made as .

di recte<I by the Engineer. V'ertlcal construe Hon jotnts 1n beams sh11J'I;

be, made wiithin the center tfn.ird of a, span. .. H:ori1zon·,t1ar shear< keys or- a::.

del fberate:l•y roughened su.-face- shall be: pr,:,vl.,ded. AH reinforceirrent shal'I be con,tinuous. rtiro>.:gh afl construction joints .• Sawn j<>i1'1ts in s.fabs on gr-ade shall be made· a.1, soon, as possible with-ou I damage ta. the sur1ace, bot ao l.onger. than 48 hours. · Alli rei,nforcing bar,; 'shall conform to ASTM Spec.iif.i'cari,on A-615. Grade

60, excep.t collllmn ties, beam stirrups, embedded pt ate anchprs il!)'l,c;:J! _ , bars to be fiel'd bent or fiel.d wel,ded shaH conform to ASTM Sp.ec.iiiilr~, lion A-/11'5 Grade 40. Welde-cl wfire fabefc shaU confor.m to .AST"M Spl!Ciio.-, fi,cation A,-185, F. Minfmum crea,. concrete,protectlon for reinforcement shall' t!>e as follows un I ess otherw·i se noted:

1. ConcC'ete i:,!aced directly again,s.t earth, ..••.••.••. ., 3n

2. SI abs on gf:'ade .••• , , •.•• , .••. , •.•••••• center ot slab. ,

3. Formed surface-s e-xp.o.s-ed to weather or earth:: .

a. #5 bars or smaller •.•••••••.••• , ••.• , •• ,, •••• 1-1/2 11 b .• 116 bars or larger • .- ••••.••.••.• ~-······ .••••• 2u 4, Bffi'lm:S

LongHudinat rei 1nf:orc.ing1, ties, sti""Prup.s .......... ,. 1-1~/2't,

5. Sla·bs .................. , .............. •-• ................... ~ ... 3/41'

G.

-----·- --~----j , : f

'\ = I

J ·,m !1

O. n,mber connectors cal I ed for ·on the draw in-gs aMe as ·mamufactur.,d by , • !. I th<e Simpson Comp~ny. Coranec.tor,s 'by other m•nufactur-er,s may 'b"' , .._ ,. . I ID us.ed If the load capac,ity is equal to or gre-ater :lm!r:, .fhe ·conn1:letor ' 'iii sp,ecified. Use ""',rwfacturerls furn·i·shed :naits caDd 'bdlsts. · 1 .,a:., E. Plywood • .- I f; ~ :

1. Plywood for roof, wail I and floor sh~hlng sha.M be '.A;R./!I. Grade 1 .._ ""' trademarked Structural I wfth ·~Kt-er'ior gl,..., 'l!lnd shell c.,nt-orm to 'I =-• I, American FJywoo,d Association Standard PS1, 'I ale.st edi_tiar,, \ i; · 1 !: t.

2,- Diaphragm sheat!h!r,,g shal.l be of !he lhicl<ness and iinde><,n.umb-'8r 1i:! " shown on plans, placed wfrh the face gl"ain.pel"p-er,.!J:icular to 'SUP- ) .i ports and with end jo,·nts staggered. Nails sha !J he of the s lze , - , IC and spacing shown an the.plains. ' · '' ; j ! a!!

l.

Provide suHabl e edge support 1:>y -0~ ·of plycl ips-, tongue al'ld :gr'oove , -·; i ·'ll;t ' panels or ,sol id wood blad.£it,.ti betw.:.en supports.· ' ' , • I, : : ·- '"'· i=-a,sten a!I wood mem!;,er., wiJ:h common•,nail,; -tiocor"dirng n, .the .. Uhifform ' / &;. IC i

·' Bwi!dirig Cade schedule l1J"IJ.ess shown otherwise: · ' · j '$ ~ : :! \II f . t=:, Trussed joisJ med.);;-.,.-s small b·e ·as m-ame1f..-ctu.......i!! it1¥ 'lt.e'~~;..1 Cor-p. , ICC !Iii ,V. I di:-· a~pro':'ed eo.ua1, ard shal,t be,...,.eiei!rd ~.•"'l"!·•- with "'me rnanu-- · I 'E ..._ ; ~\!, t fa":turer 1s re.corr':mci\d.ations, Ca1Cl!J!l~~,sih;e!;lb,, 1'1.U:bmHt-ed ,for :"Vii!'w _ !. :1! l) ' iDl \; 1, pr•tor to ~·:t.bric.ah-on, . ~ . . . ·-~/.: ;:~ I •• :t' -~· ., ,-:~K ~-· ~··. •:t.;-~'' r J ,_!··I Z -,~c-., ·;i.

H.. Laminated Beams · ,. , .. ·· .. ·- . ·. . . ~ .. ,. i' :if::;, 1-r.j I ii

'. 1. Al I lami.rna:ted mem~ers sMal I be-:f,abr,-ce,ti,d liOllii!.~ •lµn:iber of one ~r '/' ·1, .Q_C) ,$ ( ' ' the f.ollow1trg spec,es: ·Wesi~a.Dc>~~:a,sF,{.f:',, ,_wesiCoiua_ .:tjf I !m, , ··.,l! J;.(, _, Hemte.:;k, Weste:r,n1L'!lrch or So,~ IP'.'!!"e,. ·:""., . ·\.. · •· _ _ . ,:c ·Sl?---,1 1, · .. ' '

I , ; .~ 2;_ Laminated memberji sh.al I l:>e detBJ)IM .~ .ff,itt;r"<I:,a1'l>dl ,J,n ~,: . :0 'l'II _ ··- " - [

'• with the ''Stan<!l<!"rtl" S.,ecH;Qlllilll'l'lS ,.,,,., ~ ~ ~ 1"'orltn!irJ:Mt1'91'1 '{ '!'13 )th .. ,::!:: . ·~ / ,, ;"

of Struct,ur<al Glued L.ami,nalB'd ~"'• Alnrt: :itm7,, l~t ~bllr;\. ·• : ~-~ ,0 -J:i j • ,-...

... publishe.d ,by the An<>er·tcan lnsiJilll!l't~~~~m&.er.~irJ!>ll).iE!Cl~:.!"*' , ·l· ._;9_.~ . ; .2 j .. , -· appropriate lum!ber p.rowcer-'s """""""""'11·- , : ~ .. ' ..... . o:C... ·- -~ !

AIIGWable unit stresses r1,q,.ii,r.efil f.or rciir'!f;Dllllllll!, . -i -~~- . _<lllf u_se f.or f;;tm... ·,,- , ·:.', 0 _~_;_ ..... _ . ;;11);~ ( '

t. ' ¥ r« -.;,. ' ,.· inated members ·ar_e .. s sl>ol l.ows! .. , • · , , . , "'_· . _ _ . _ _ ,_,. ., ·-=-· ..

! f E·I -.. ···• - I """'fili~I!> ....,, .. '' v . ·.- l o. Modu us O Q-1,'tlCll~Y . ..... "".: ....... -............ J~.v·_:~ 'f''.SFI t , :C · . ·-.,.,Ji .

b. Ben·di,ng .............. , ..... _ .. ............. _ .... ; .... ~.:•·••··~.,: f . .Or:p;1~i -·.-.. - ~ -~e £ X 1 (

c. Tension parallel to grain ••••••••••••• , ••••••••. ,lt\OOD;l!>Eii .. :"· ! -~ .,, ,\}, I .-.

d. Comp,C.essl,on para I I el to gralt:1 ••• ; •••• • •• _;-••••••• 1$_00 •;J!>Si ' 1'' , :,'!! ;!: '.:,, ~i'. 1 ,.

, ~- . I h ' ' , ' ,., , ' 1 e,c - • . ; ' (nj.Q IQ.· . I' •

3.

i , r j '

II, ,·,.'f.

.: 'f . ' ' ' . ,,, '

• 1 a. riu•r_i_z~ta s __ ear··~ .. ~ .... .- .... ~ ...... ,.•-•· .......... ····· ~··. · -..>~.~1 • "''.j '; ·. - ·· · ,. ·~. f:

• f, Comp.r'e.sslon pe,r,p,en<l!QUla."'. to grain •••••••• , •••• ~ _pei . . ·• ·, /~ ' 4.,. Laminated tnemb,ers shall t>e; b!lih ,wp ·usl.'19 2."·no,ninal 1•,t,nel'iial. ':<- ,. f .•: · · , · '

T. • L-~imtnated member si_zes shown are net; other ,ff\errtber sl.ze·s -~~r,e n_orriirtt:il.

All bar l,engths are drawn to seal e unless n.oted. No s-p,1.ices. nf ,.ein,-.

forcem,ent shall be made and no welding to reinforcing- shael.r be per mitted except as detai t·ed, or author1:z:ed by the Struct.wral Engineer, Any weld<ng 01' reinforcement which is detatli:ed or au.lhor-Ized shall be.

<lone by ce·rtifi ed· welders in strict conformance- ro the 11AWS R'ei,rn forcin,:, Steel Wel"ding Codt!H' of the A>lierk..., w,,l'd.fng Soci,•e1'.I' (AWS

012. 1 l atest edi tionl. Minimum leng!.h of lapped spJ.ices shaH be as indic«ted by !he re:n~<>rcing t>ar splice sched(.J,f'e on Sheet S-l. Weld ..

ed wire lab!"fc shall, be lapped one fu,f.11 mesh a;,t 1tne si'des and one full ITlesh p!·us 2'1 al the ends .. Make air outsi:de ba:rs. cont:Jnuous around ,:,-or-ners or prO\-'ide ccrn·er bars- of equal sf-ze and spacing ..

. ~- , Mason-y! . _,· ": . , . , ·_ · :;;-j Al!I masonry block units· $an confonm .to.ASTM C-.9cll,, _Grade N, -Type 11~, 'I_, Al- I brick uni ls shall conform lo ASTM C-652., 9W .Grade, -"type HBS. , .. 1

.. ·f I :·:

H.

.J.

K.

-1- --- •

Detail aJ I reinforcement in accordance with tne AC! Detailing Manual, latest editio"1, Provide 2-#5 bars, one eachsfac<>, with 2 10 1·' projection°"" all s·ides,or al 11 openings in concr;""ete.. ' Continuous; b,u-s in grcade beams shal I be spliced at midspan for tofi) bMs and Ol;ler supperts for bottom bars ..

Reinfo.-cement fol"' slabs on gr.ade shall be 6 >< 6., - 10/10 w. w. f. for 4 11 or 511 thkk slab·s and 6 x 6 - 6/6 w •. w. i. for 6·" thlck slabs unl,ess no•ted ' otherwfse.

Wood:

A. Al I str-ucturaJ framing sha,JI grade as follows:

be. coast region Oougt'as Fi rr~l.af"cz-h, vi,sual ly

8.

c.

Framfng Grade

2"- thick - 4'' wide •••• : ..•••••••••• , .• Stud I\= 000 psi) zn thick - 6" &- wider ........ , ............ No~ 2 (fb = 1250 1>si}

411 & th.i.cker - 6 11 & wider,, .••• , ••• , •• No. l' (fb = 1•300 psi)

Glue la,ninated beams .•••••. , •••• , •.•• Comb, 24~ (fb = 2-400, psi)

Provide 1 x 4 c:ros5 brfdg!.ng not ove_l"" 8'-0H ori_ cen-t.er- for a~I, woodJ joists where depth i,s equal; to or more than 6 tJmes thrickne..,,-, and' solid 2 X blocking between joist_s al SlJPPOrls. Standard grad~ llumb1,r may be used for bridging, blocking ar,cl. wall s:tuP,,.

PrO\/ide double jolst·s under aH partitions running paral'l1eJ. to jol.sts ar.d sol id blocking between joists u,der aJ f1 par--tiHa,s running: pe:,.-pen-dicuRar to, io,i sts" ·.

3/16" MAX. K t/4. DEE:P' t-= f""' ,__.,..,.--...,,-.,._.__,,,_(_..,,.----------_-=+SAW ro, SAW CUT

CONTROL JOINTS

ELASTIC CONTRQ!i. J,Q'!Nff, r-- CONT VEAT.

I

\ ~ I , 7 MAS" CONTROL JT.

A.

Et C. S:.-ick masonry shall develop· a 1Pr'i.sm con,pressive ,st•rength of f!m = . '

' 2En00 psi in 28 days.. Block masoriry shal'I develop a ·pri-..m compress,1v~ ' snrength of f 1m = ,1350 ps.; in 2$ days. ' , D, Al'I mortar for ·'"'l!·ioforced ""~ 'w11Us shal•I conform to ll'.'5W!'.l\'C:~'7Q~ li\vpe S. · Grout f'or masonry borrd ~s and f:l lled ·.ceJ,1$ ,;;ha"U KlM,~ !

w.i th stone aggregate and shal'I dIDl~1~ 3000 .psi compressive ;scr:en_gth . . ' in 28 days, . , . ' E. Horizontal join! reinforcing i:n all masonry walls sha,J;I be standard Dur- , o-wal, or approved equ.al, unte1rs noted otherwise. , I

F. Vertical re,inforclng shiall b.e 11'1!Mi, ·si:ze and SJ>'aCin.g shown on the dr,awings I arn-d e><tend full height of wall. lfii._.,,,.,for,er111>g shall confo..-m h, ASlTM A-615, 1 G·rade 60. Al I cen s containing nelnf<>rem:si or anchor bol t,a .eiha!il be fully gr•outed. .< , ;

I ,. •

G. Alli dowels from foundation shall match size & locatl1>r, ·Of vertici'll rein• ,. j forrclng Tn masonry. Ex,tend ,dow.Eil a m!n•i'.mmm of JO iba,r ·diameters ·into '.[

"!I!! .. .

i I wall and foundation. All vertical -,w;tll ~='"19 sh<1II be tapped·4ll , l barr diameters@ splices. ' ·. ,11-------,,..--,,.,-..,,~,1

H. :~'.~le::~ ~~i: ;;:,1 :~:~,:~:I~ si!~:Yr;~:~i~~:"~/:~:i:~~::~t;::" loa~. 1! : i I t i i I Wlhere steel joists bear on masonry provide 3 courses of sol id ma,s<m,:y , ·: 6:~

[ ~j l i!

or· bond be.em under bea.r'i,ng. ·1 1 1 1i.'·J'\f "rl Provide bond beams with 1 #5 continuous at t<lp of parai,,et, roof bearing i ~ c}I !,:::1 !

el,evation and floor bear-ing el•evatlons. Lap bond beams 4 1-:0 11 where I' ~ · ;J ,I st ,epped. ·,,! i e -"( ·,~ ,1i Vertical contro,1 joints shall be provided In masonry wall as-·'Sihown on .is ; -~ ·1r: ',~ ' !

dr,•awlngs. • · -i ·co Ll ,:m .u! ·ia!. T!

Prrovide steel lintels as shown rn schedule on sheet s...:i for al;l open- ' ,,ii _____ _.,, ._, .... ,~·-'._..._~

I.

J.

K, ' ·1 i'n•gs in masonry w,al.ls unless shown otherwi-Sl!O, , L. Care shalJ be exef'Ci sed to mln1ml:z1!! Jhe penetr,ation of ,rinortar into

• ' 11 gr,-out spaces, , Provide clean-outs e,;t,bottmm of earibgr,ou\ed ceM. Use / loli!gh pressure air or water to c'lean grmit space and .reinforcing. Rlu_g , I ,:@fj})·. -_._ : ., ,' ...

~· a::tiean-ou:t·s with masonry uni'ts and b_rac.e :ag-a·inst· gr.out ,p.ressur.e_. ·- I •· 5, lf'<lll_,,iatlons: ., , ' • '. <@

,,e-:,i

. A. o':sign of foundaHon ·is based ·OM rinformaHon contained 1in ;sort r,ep:ort # l '"'_, T564Z prepared by Geotek, Inc,, dated 1/.17/7'!! and f"ecommendat1ons co,ntalned ·1herefn are h<i>reby incorpor;ited as ·a par<t of these drawings. .

· B. Alli foolf.ngs shall be carl"ied to fli'm bearing or 10 a minimum•.&,!p!,1.si'hovrn,I wlhlchever ! s deeper. Allowable so.I I bearing pressure used j_m<Cleal,11,n 1ls ZJ.llOO psf total load. Mle,imum "dead load pressure maintained ln·,.de,ii'@m ls; 500 Psf.. >t ! ,_

'~_'· l.\Ji~ ·"ll:r:=o

'@)·''_ j' i© '(lll/)' i_ • _-- .· frll?i\_' W1r!)

!ffi

.,s;,.., ...

r ikt(_'lmfir ,: .

\'f:!!JlrJ!)

;:J!

SMeet No j I I

'Ii .: .s-n ,, :~ & I I ' 0 , Scale ,.'

L-------------------------------------.L-------------------------...1----------------------------~--:-------------------------------· ... ,·-=-~·,-::-1:""i!'-=:-:== . . ~it-- :S. - 7/l'SOB'~

I -

Rock cover