|
Gan t ,eral No es
<br />1. A11 construction shall be done in accordance with the " Uniform Huild-
<br />izg Codo" lg7j e~ition. 2. Contractor shall verify all dimensions and .conditions on site before It"x81 hoNv P,F1ar'I
<br />construction ie begun. W z-'~~orrs~a
<br />3. Design loads:
<br />Roof live load 0 sf 4 P
<br />~
<br />r{. Concrete and stee3. s ~cificationst • P a. (a) ~;xterior eorcrete 4000 si (28 days) with 496 entrained air. ~ ~
<br />ab- - ~ BUG U fZJ•~L ~l. G3(~ I~I.A~I~I (b S1 on race ~i 2 S ~ a.. g 3oo0p ( days). tructural slabs 4000 psi (28 ~ ' l
<br />da s). Y
<br />(c) A11 other interior concrete except precast 3000 psi (28 days). ~i' ~ `
<br />(d) kll fill for bond beams, block lintels, block pilasters, beam , ('~D - D fi
<br />bearings, black galls, etc. shall be 3000 psi concrete with a ' ra~ximum aggregate size of 3/$". yl y"x ~oN , _ . _ ___w.._.._.. ~.,.,_.w__._.-,-.--_-_-__.
<br />L _ 1~ ~ 1 (e) k11 reinforcing steel shall be AST~1 A b15 68, grade 60, with a W ~ 5 / 48 d,~, y
<br />Cy Z. itld atren th of ~0 000 si exce t for ties in columns d ~ ~ Y B , P P ~ - _ _ . _ _ . ~d'~ ~~'-fir ~ ~~•Q
<br />pilasters, beam stirrups, and longitudinal (not transverse) wall , P _
<br />footing reinforcing, where grade 40 steel, with a yield strength ~ ~ ~ Z~•O" x I~-p l
<br />of 1+0,000 psi, may be used. ~ 2 'r5 !.d ,
<br />(f) All structural steal shall be ASTM A- 6 unless noted otherwise DM 3 , ~ ~I- in plans. - - -
<br />5. All reinforced concrete work shall be done in accor once 't ~ ' . ~ •
<br />d wi h the ~ ~ i Building Code Requirements for Reinforced Concrete (ACI 318-?1)". a ~ I- - pry. ~ ~ Q
<br />' I ~ f ~ I Z 5. Z y. i2 ~'OU~EGr~k.~E~ w a-~ ~ ~ ~
<br />Foundation Notes i I ~ 5~ r
<br />~ I I , . 1. All footing elevations shown are to top of footings. ~ " I i ~ ~ ~ ~ N ~ Q ~ H Ira. I 4
<br />: 5 I I 2. All footings to be centered under walls or columns above, unless - , - ~ , r~ I I ~ r7 (
<br />otherwise. noted. ~ ~ ~ ! ,
<br />31 Provide 3" clear cover for all footing reinforcement. I ' 4. Provide wa . f t' I 11 00 .r,g reinforcing in stock lengths and bend in field I ~ ~ w I' ~ the I ~
<br />as r~yuired. Lap bars min. 24 diameters for gradQ 40 bars and eta er I 4'~ 22 N 6 S 1;~ ~ 0l~'S 51 ~IIxI ~ ~ I p ~ i J01~b i ` I
<br />8g I _ splices. - I ~ ~ I , 1 ~
<br />a pN I t,g, . a ~ ~ 5 ~ I ZU -a 51 Cast dowels in footings to match bars above where reinforced walla or ~ I 2 ZZ~~E F ' ~ I
<br />columns occur, Column and wall reinforcing dowels to project 24 a' - I " ~t?, ~ ~ETa.~ flE~K C~uAI o ~ I _ u~~ ~ i l
<br />diameters. Provide 90 bend in column foofin a dowels and strai ht ~ - f oAl t g , g ~ i ~
<br />dowels in wall. footings. ~ ; ~ 6. Provide 6x6 i}10 1C welded wire fob is a s a •-an- d r I ' ID ' - - I / r is 11 1 b gr a unless ,
<br />otherwise noted. ~oIN (1u.~R I I It w•a ~ , 5''~vNL, 5t.,,es.l5 1~6xb t I ~ ~ f ~ ~ + Y
<br />~ ' ~'rorac, ~ ~ ~ hug . w ~ Shure all walls ado uatel before backfillin and com tin ~ , ______I I a5 q Y g i~ g ~ ~ fie io ~ - • IO/10 W~ILB M~~t~ i ~ I~~'rN.t
<br />d. Paint with asphalt bases of all steel columns, base plats, and anchor ~ I I ~ ;
<br />bolts before oncaain in concrete or masonr ~ ~ i 8 Y ~ ~ .I ~~1~ ~ I ~ `~3 t
<br />9. All footings were designed for 3ao0 psf soil bearing. Soil bearing 1 , i I' I shall bo checked b a com ®tant Soils 1•;n ineer tier to acement o Wo
<br />footings and if soil bearing is less than 3000 psf, the Structural I I r
<br />Ln ineer shall be notified so foot n size >aa be chan An i ~ I ~ L~~`" g i g Y Bed. y f 11 ~ core fEn i~------ I ~ , 't~r~, it~~ : ewe. ~ 4 i (
<br />n I~'`l shall ba granular inorganic fill placed in max. S lifts and compacted u~a ~ I ~I ~ 1
<br />to 956 Maximum f~iodified Proctor Dry Density. (ASi'M D-1757) It shall be 1~. ~ I I FILL C.t~FES U d ~ ` ~
<br />the Contractor's responsibility to et the excavations and fills ~ ~ E c~,. thoroughly checked by a competent Soils Engineer prior to the lAC®- ~ I ~r~, ~x~ 13~:~'1~~~? f~M~ 1'•a wl~tN~ ~ MIN, ` I ~ ~ f
<br />P , (J 1 t'~',r nt of footings so detrimQntal differential eettlrr>bent cannot occur. d 6 s ~ ,i : I -••r ,,i,r~r~ , Asa-: R
<br />1 ~ i 1 ~ i i ,
<br />z ~ _
<br />_ _ ~ i ,
<br />Masonr Notes vi~,p r+ ~ Z wE I 8
<br />1. Concrete Masonry Units: The quality standards for the units shall ,confor~ a ' ~ 1 ~ F fr~cE ~ ~ I ~ ~a_ I ~ s?
<br />to the American Standard S ecifieation for Hollow Load-Hearin Mason ~ ~ - . p g '^'Y t7 d~~r~ , i ~
<br />Units (AST;~i C90-?0). ~Nor+ 2.0' ~ ~ t`r''~r~ . u 2. Mortar: the mor~ar used for masonry construction shall be Type M, and t I
<br />th Uniform Buildin Code ~ ~ ~ shall conform to ~,ll,the requirements of e S ,
<br />l 0 edition, 97 t~
<br />rst course of all hollow masonr shall be laid ~ i~ ~ 3, Construction: Tl:e fi Y ,
<br />is she 1 b© laid with full face shell , ~ ' •c ~ ~ " ` . in a full bed of :iortar. All uni 1 •
<br />mortar beds. All hood and end joints shall be filled solidly with ~ ~."I . , _I~ ~ 1`C "'~Qk mortar fqr a distance in from the face of the unit ar wall not lea., than ~ .
<br />the thickness of the ion itudinal face shells. Mortar joints shall be ",~1 a M . B 0
<br />" t • k ess for both the horizontal and vertical Oints ~ ~ ~r~ l'"~" ~ ~ h'',$ P;~'*; ~'I""~, ~ 'i`P'l fay;, ai tamed at 8 hie, n j ~ m n 3/
<br />unless otherwise noted. ~ Q` . ~ ~ i~ ~ ~ !
<br />-0-~la o e ua1 at 16" o.c. i.rl all meson walls unless ~ ~ , 4• Provide Dur l r q ,
<br />0th rwise noted in lens. Provide control joints at maximum 40'-d" o.c. ~ e P ~ , Z
<br />in exterior masonry walls above grade. } . other hiasonr :;otee ~ , Col e ~ 2- 5 s ~ X ;
<br />he of owa~ng requ ret*en s shall govern cold weather masonry construction: ! ,I . W
<br />Co traction materials shall be received stored and protected in ways 1. as
<br />at re ent vrater from ent©rin the materials. ~ i th p v r; ,z~,
<br />21 The mixing Dater ~~nd sand shall be hea ed during Steeling weather to
<br />t x rat res bet;veen ~O F. and 1200 F ~ x I produce mortar a Ipe u + b 4.
<br />3. ~Ihen the temperature of dry ma onry units is below 20 F. they shall ~ be heated so they are above 20 F. at their time of use. Over heating
<br />shall be avoided. ~ ~ ~ . . 4
<br />o L_~s~` . Duran below-nortaal temperatures (below 40 F1) masonry shall bd laced ~,r
<br />only on sound unfrucen foundations, Masonry Shall neeor be place on i
<br />a snotiv or ice-covered surface. ~ ,
<br />All co leted masonr shall be maintained above 32° F. for at least t~ , 5 nm Y w F ~ . _ "`t~4' - _ ~
<br />hours after being laid. ~ ~ 6. Ade uate roteetion shall be rovided to prevent moisture such as rain, I 'r ?C,I~I, ~~IN ; q P P y
<br />snow or sleet from enterin the masonry. Such protection shall cover ~ ~,c~;'s ~•I•a ~ , , g ~ . ~ r~ o a
<br />9 ~ - fac and shall extend a minimum of 2 feet down all aides of ~I - _ .=--.T ~ .,~t~= the top sur a , ,
<br />the masonry. a ~ .K~. ~ }-n ~ ~ r--~ ~ 7 ~ ~ ter- j ~ ~ l~b x! y' c,
<br />Cold Weather Concrete Notes ~ - - - - ~~fUr-~ F? ,~-..a ~ ~ ~ ! it ~ x ~
<br />' ~ o r cold weather concrete construction: ~ , 'lhe follow~.ng requirements shall g vs n ~z ~1 -
<br />' to oncreti ~ " " 1, The subgrade shall be protected from freezing prior G ng. ' .
<br />2 All forms and reinforcin shall be ke t f tee from frost. ~ ~ • t'' o~¢r: W~u ~ ~ i, ' a IZI'rS~ u'ryd
<br />j. The minimum temperature of fresh concrete, as mixed, shall be 65 F. ~ 1 a,~ B~ o l`O+~• h cohere a as laced durin below-normal '~~IF`( P~tl~.iNCI~rJD pN ~ S, 4 4 _ - - ~ u/ ~ .alb ~~j V' a~, _ ~,,ti,,,,^, x l+~
<br />4. The m~.nimum).temperatur of free , p g ra ~XI ~ J01 I f~l,~f tem total es belo:r 0 F.) shall be 0 F. ~ ~ ~ ~ ~I pe ( 4 5 d ~ ~ ,
<br />e one etc shall b@ maintained at a tem stature not less than W~' N W `'T'~ ~ i~ 51 Al pour d c r P ~XI ~ iN b. L I?'-J • d hIL _ A_
<br />F far at least throe da s1 P~ ~ ~ ' 50 Y ~aN Pa I 1 t- ~
<br />m such that F ~ ~ ~ . 6. Sufficient protection shall be provided after removal ofofor s A~~Ibr.~. t~ W ' ~ ~F gBp,Q,,s I~o~. fi::,_: - IZ° GdNL 151,K ?+~A~.L 12~ GdN(,, hLK WAIL .
<br />t e first ~ ~ ~ vt:R, i c.~.S the cooling of the concrete does not exceed a rate of 40 .F. in h ~Xi~ iN I I .p r. ~ r: ~u ~ ~ . ~ Sri . ~ 1,
<br />24 hours after removal of forms.
<br />Steel Joists and Steel Deck Notes
<br />1. 5tee1 joists shall be fabricated and erected in accordance with the SJ1 - - ~ , . _ -
<br />Standard Specifications, and the SJI Recommended Code of Standard Practice, , r I . _ _ 5 NON- ~3~1~ W~,l-I..~ ~ l~E~~. ~ k WB rto WJ i I % ~~4"
<br />for Open Web Steel Joists (latest editions). _ - _
<br />2. Steel roof deckin shall be 1 " - 22 Ga e T e with a minimum modulus of ~-r- ~i g YP 1 4 t, ~ section of Din and a minimum moment of inertia of 0.43a in unless noted, i I~
<br />athervrise in fans. Decking shall be erected and anchored to structural - ~ , ,
<br />supports as per deck manufacturer's suggested specifications. ~ ~ ~,;,I~__ ~~~,t.
<br />.R. ~ ~ ~ ~ ~ ~ 1 ~
<br />~ K - _
<br />{ KEYWAY ~ r' S~LIAI?~ ~rO~L7 pis.!
<br />Q Mr - Ib ~ a ~ ~ i . - s_ GotyL.
<br />x 1 FORD oR 5M~K`tIT ~ . ~ , 1 ~ ~ ; A ~ 11 !I ~ ~ ~ f G
<br />OINT. F11.1. W/ ~OM17' 1r 11.1.,i'.R . ~ , 1 J
<br /> ~ ~ ~ x. - tail
<br />y' ~ ' P~ f=TL•a
<br />• `7 _ ,
<br />
<br />_ ~Lh6 G4N5 U~1'1O~1 ~OIt~1T ~TAI~. /y^'_~\
<br />C 1 wrl /~A..T r'i/~ I TiA.• IT M1~••?r 1-. n~ ti.. r. ~ . r•~n..n ~.e T~1A .ti~.J ~ ~ ~ FL M_ w 191 w 1 i w ~ . i . 1 I ? , / ~i \ r rv~ 1. 1. _ ~ ~ f A 1 / ~ _ n
<br />.7LJA1> VLOWIKW4 JVIN1 6JC1ar14 ~jUcm u7i" Ins.`-P'o` W" ! ~7 W 3, E .I b G~UNt]®N(fN f5~ 3 V-P%L f -7 I ELB NEW ""A`]G'NG'( C+ LIiV'~GL lSCI':; . { U Cab.
<br />`„~~."a?~ ' I ~s I x alp 470 1 Ail it. .-all
<br />I hw" car" flat taus peen. zVociAonum or ."wt REVISION'S PRmNfL-D
<br />%m papered by rNe a upiw my duvet eupnwishns ND. Oal1E DESCRiP710M 7•zs
<br />need that f awn a lily Moosbrod AreANnd under the 4!E5rp u L'TL1 r_k,,. L_ 1z ~L N JUL 2 41974 i r 7
<br />W" of the quo of x`111 ~Q7~~
<br />Nf/o KORSUNSKY • KRANK 7 - Zq ` ARCHITECTS, INC.
<br />17 - e
<br />5o GLE.~lE1~ANt7 1~~, NEirJ ~~1G1 G; ~"11I~N. KOiR6UiV~1 Y • KRIWI( ARCNITECTS. INC, / MZ7 6 o&ml I~RIN411
<br />Who SM WAYMA !l.YD, W.WEVIX18, hlftN. MWO cw
<br />
|