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Dt?GIL. cN LONER. ?"ET i-,�F ,• , -... -- - -------- --- - — MW 4� Eopor.NSrCZ Et r J ='NT S11!rJCoGG FAi to , 'T f 0 2on[= Gculip - s = _J ISN G S - sD tos t F im G'4GTIT,'AJ6 TO ------- Ex-ENA ''c ;,1&1.IDCQ41ce OF I I , �' C tx�L• I O' _ t .,_-.�""'^�1. :1 �. � -- - .-«1 1 -.� ..:�.e) `�_..:_.._ -.. �_ -�__..� —_ -^r ._ -.__ _.._- _—_. _ i - _ '—�G _ .. ......�. -� f._ _� �F -::=� -jf if - - _ M ! .—__ _ air �. lr,..._..,..k_ -- y.. - __ _ ` �...— :. .n. -_ _Y ►-.. i. if 4-- iL y . �- 2 I _ J f 1 I I 1 : S; V, GK.,A�`ti(a ^ art,. wFEAWA'. _ ----- M2'~Al_ 4tz.+'CiJVG .^1'J• Ct. AW.SZ,fi��sti � -r t- LZ k , s X. T t f/iin J ee IV, . L =R s•7 vF. t: I y 1-4 ! A N t':J � � i� 1h�J 4ia � '- % � ��+ � ��/ � ' .s�. ��'•'�' .�.��,�•i it E� r'� � �. 431 , -.u>dr"• , C, ...•_ate Y :, _:.. +. o rJ•'4:^' k p.:, -•--f_.. 6 -.:'- > R-oM:r v - .:,. .' w. �...a'„ '7•.r, . ■.... _ .at..._ ,rt;,r'i - ,.° . ..'l. .... _•,. i" t;db ,:. ,.. .4c... *� .y>.;:....:. > '- , ,�4. .. _.t> d 'S. � .3 'l':.. - tir J," ,` r In :reams 24" to 35" deg provide 1 M4 ntinuoure tie bar each face at- mid- The cbs�ection lure dad steal a h� y depth, ; in beams 36" to t�8", 1 - 4 cent sus tie bar at 1/3 points of de th, etc. (Suepw.Aed ceilings light Fixtures, ducts or corner ut 1 it des shi': ; not Ali �g�p; ►' r ram! cx.° CO NOTh_ " , be supported by the roof deck. ) ` r Provide u desp pockets in concrete foundation wails for all beams na grade �,c,►rser faor b4vy Rbeams bearin on walls. Provide 2_ - lb e,, els top and bottom from wall to Steel Deck unto shall be anchored to tt a supy,ortin " -areworc: to resist the App , Foundations are to be carried to elevations indicated a•id deeper if necessary g follow uplifts .— be , unless larger bars are called for. inn gross to obtain a safe soil bearing capacity of tons per sq .{re foot . 45 pounds per square foot, for rive overhang _iF _pro �r ,'�' f A/c �z 30 pounds per square fuc;t,. for All other roof �crthai -- y pF BARS Q �3Qrs No footing shall be placed on frozen s(-il and shall not be lose than 4'- %'" �.�. � below finish grade. The dead load of the roof deck construction may be deriucted from t.r e �,F,ovP ��.. - - ----- In general all stmetura..L steel shall eonform to "The Specification for the V,•n. ofr��/ �u x,• - -� � uplift forces. '+I'. Do not backfill against foundation walls with fill on orie side until floor Design, Fabrication ,and Erection of Structural Steel for Buildings" p slabs have been poured and walla erected; otherwise walls must be ade,Iuat e: of the American Institute of Steers Cora` ruction. For welded installations, welds shall be proportioned so that tt:e unit shear shored. Hand backfil_1 is required dja,cent to foundation waalls before the slab say be poured. Shop] Drawings shall be furnisheev "or art;•:oval xr one.. transparacy And one b� a stress shall not exceed i3,buu psi on the that of the fillet or plop welds or flack line print, as specified by the American Iron & Ste,": Institute's "Specifications for the Design of Light Gnge Cold Foral Steel Structural Members,11 � �oo '1't:T�a►ic% �c'� s � The Contractor shall verify all dimens� )ns and locations of all slots, +ipF h r sleeves, anchor bolts, etc., as required for the mechan.eacl tr,,nee before The Contractor shall. only use a; riroved onop drawings for erection in field Section 4.2. 1 . c.7rS 4 S.�wr°i, ,G,�/h�r� H/ G � S�T� e�� �.:►c Aors G � . ` '' ar 5 D1 t Air- e aw concrete is poured. wtei�ch are so stamped by tt,e sr,cer. All. Steel. Roof Deck shall be free of oi.l , grer.se ar.d dirt, and given 'r, � i a shop coat of priming paint or metal, to prefect the steel during shipment. `- r..C7rQ'�"r 5-i ze'• COry�C. S/ re. Minimum[ reinforcing of any foundation will, except -,,a noted, shall be 4 - #b, op connections may be welded, rr>olted with high tension bolts or riveted . "Truer Fa* -� Z 2 top and 2 bottom, continuous. Provide corner bars arn• dowels into adjacent Fiala connections, except is r'. tees shall be evade with unfinished bolts . The steel Boat Deck shall be manufactured by walls, ura�aaa 'Ghovvr) prtlerwi*ae. Mali bearing r:teel beams shah t- welder: to the bearing rlates . �s�� * ' F nr a member oft a 3ter1 Dock Institute. The Deck shall be desis"d and ■ameactured in aecor::%nice with the "Basic Design Spec- A11 slabs poured on srouno shall be reinforced with 6" x 6" - o ",,weldec plate shall be ,anchored to the, a. sWiry wall Witt. 2 -3. 4" anchor bolts ificatiame for Btoel Roof Deck Construction" As adopted by the Steel f��-� c� E•� '�Q�/— �A � Rt �/V� wire fabric. The fabric shall be lapped 6" on sides anc ends unless shown 2`-�'" long. Dock lbatitute. �������+ WALL otherwise. A.I. Structural steel to have one shop coat of paint except where encased in The Deck shall be capable of supporting a uniforwly distr iboted l iv teal ' T,'.S Il.ovations whom on drawings for underside of footings are for estimating *-orscrete ur �, ere to be field welded, of pounds per square foot , purposes only. Footings shall rest only suitable undisturbed bearing soil. � 1 The bases of footings shall be 'such that they do not fall within a 1 :2 stone All bearing plrit-es sr�a.ii be set level in 1 :3 "Bmbeco" grout. � All from the base of any ,adjacent footing. Deck plates shall be erected anc we'de� ir! �oraa, .•e witt. '.r;e rar,is:=: Structural steel frame, as erected, shal` be (braced securely until roof and specifications and erection layo:.ts. Cuttir' j.jpen;. -s thr ,up} th. rl- k _ems " floor is permanently in lace. f of t in area anc i 1 ske, rrrt, sr. be erf .r--' ec Provide 6 minimum layer of clean well graded well corr►pF+cued nand and gravel ri P lJ' P than ib square .: Q t1 L- - under all paving slabs. ' ' the field. 411 rivets and bolts shall be /4 rouW minimum (holes 1/16" larger) n Roof deck shall receive one , w 'oat zrardU. act z3rer s sf ancr�rrf p .ir�t,, Minimum bearing for beams shall be 80; tin;gle lintels shall be b". mom } �. r fl[J IK NTS All concrete work and reinforcing bar details shall conform to the latest Provide 9/16" round holes (21 -7" o.c., -tnggered) as required "or blocking f� or spiking*pieces. The first figure shown on drawings indicating size of beans is for thf width of l - ` A.C.I. Code and Building CodeZ. *- 15ui�rib �,�.,..,..-.-w.,.�,..�.... - - • - moss a►�r, �, •-- - the beam. Butch lintel angles for fastening sash %ecessary according to manuf-_ct, set a ` rArn ° Scavr, g�z +X - All concrete shall have the minivans 28 day compressive siren h. drawings. All supl.`orting mematers shall be centered under supported mee+:bers above un- rt y ' Footings, foundation walls, slabs on grade , p,s.i. YV' fa � a/ t ::err s<rUrr)� less shown otherwise. All other concrete ="r p•s•I.• " 81'�"s x !P45�0. Steal beans encased in concrete shall be %rapped with coarse wire r,esh Unless otherwise noted. W/4" - #10/#10 wire). firer sleeves are placed in concrete structural messbers they shall. consist of steel or cast iron ;ipe. Reinforeement shall be standard high bona deformed bars, ir,terme(;-at All structural steel shall meet kSTP A- ,,,. specifications. Amended to date. �A' �! / • - �� #lF� � grads new billet steel meeting ASTY A-15-3,)5 specifications. Al Ff. Contractor shall verify all dimensions in the f ield, •!°'- . All shop and field connections shall be try welding or high strength bolts Pyasvide 04 at 12", temperature bars in bott0u, of all one way reinforces: (A• ) according to the AISC Manual, latest edition, and shall develop the For ninip ids nasaetry walla over ventilation ducts, heater intakes, recesses, slabs, unless otherwise noted. full strength of the mescbeir to be connected unless specifically shown other-. stg_.not Otherwise provided for, provide for each thickness of wall. v/k �'"� wise on the drawings,. All shop and field welded connections shall Le by �� - vier S�ze•� ��� Clear Concrete Protection certified welders approved b the State of Mass. and shall conform with os ed or oared on dry fill) - i t ;2" P y O� �4fvrr t Q'ou•'S x a. Slabs 3/4" (if exposed 1. Y ," the American Welding Society Code. b. Beau bottoms and sides, columns - t t/2 � . ST�B7. 5 IL 3 x "; x 5/1 rj for openings not over 5'0" long . .,#.�._�_ ._-- -• ..__ ._: .._..,,. C. Footings and walls on side poured Where beasts bear on masonry provide steel bearing plates. Where beams bear against eartt; or water -4 on hollow core sasoary fill the blocks with grout for bearing and/or anchorage ST5B6.5 Il 5 x 3 1/2 x 5'16-W interior) for wider openings up to 71011 long. apAir,at forma and weather - 2" of bolts, fill tap 2 eourass with grout continuously. d.. 3einforcement in opposite sic.e frown earth (inside) 1 1.12" ST6B9.5 II: 6 x 3 t/2 x 118 for wider openings up ',0 10'U'" long. Provide grout, of thickness as required, and J"' thick steel leveling plAtes Construction joints shall be keyed and shall be approxi2vately � ' -`�" under all column base plates. "ateRi t}n :e9C in pi+ix•s &trot-1 be plug welded together every 12 inches. '" @�' " f apart maximum in either direction and at aid-spans. (Or �s directed • Pnits shall be C covered r ed w i- t: _ _ i by the 11tgineer) All `" All looser lintel angles to have a minimum 6" bearing on solid masonry each oat shall be continL�.S. pastic asphalt or pitch 1/8 thick. AlAr rotor_+ columns encased in side of openings. exterior ceps columns encased �raacssa� /� f n l �{ I Al / At control joints on one half of steel reinforces continuous masonry units shall be provit,,> • wits + " x ti" x 12" long st,se. ' �,/ y '- � / v /!� JtV � " � anchor straps welded to column c 2' -8� c., stagq, ea. aide, � � n�-ter � All exterior lintels shall be galvanised. Provide additional i/4 at 1t" o.c, x 4n U" dowels at all construction joints• masonry coursing. Do not coat straps. Place reinfeeeemact at top faces of slabs and in the middle section of walls. c $ I Furnish and place all supports, ter lror ,ry and + . whett;er gh�r�nr All slabs on ground shall be poured in sits rnate panels not to exceed t Js.�v s:ausrF braeiag, noodling or sheet steel piling, necess iry t o �,r _c e ex ist i rig wa its c> F � l�t0 � r'4• C$,c Gr, '�/p feet. Unless directed otherwise by the Engineer. Joists shall be designed in accordance w .'. the latest [.S.C, Code to remain, and party walls, so that no horizontal or vertical settlement �+! ash W W Mesh and Manual. occurs to these walls, Provide #5 chair rods and metal nigh chairs or bolster for all reirifor , F /•C/scar in accordance with the latest A.C.I. Manual. Bridging shall be 5/8" steel rod, one top and one bottam, at int• rvals Provide < 't. cubes of unreinforced concrete as thrust blocks poured around not exceeding 7' -0" at the first floor and 1 1/4" x 1 `4" x 1/F" croas� and behind all bends and intersections in waters supply lines on the site out- IF F p p angles attached at the intersection on the noel'. Unless shown other, se. side the building. ' 4// Srr.�e^s All continuous reinforcing bars shall be lapped 3,' diameters at splices �' '`�®1 and at corner unless otherwise shoran. Terminate continuous bars at nun-c,.nt1rl,o,•s v • w O ©d" : derr�n tanunle s o h is continuous top to c at center between suPl)orts Joists shall receive one shop coat of paint. approved by the Architect. All trenches dug in earth under basement slabs for grade beanis shall be lined 45 ends with s P caarplotol� with a 1" lean concrete mix to stabilize the bottom and eloping sides. and bottom bars at supports as required. Joists sttiall have a minin;um bearing of 4'' riAsonry; 2 " on steel . In 5t�? rs C/�,. s and slabs to be oared monolithically and keyed as noted. All sgbrcontractors shall submit one copy of each of their shop drawings to the rS/�QiCt7 �iH Stera f � , All Dean P /Cr Outrisgers shall be furnished as 'hokri. Building Department for approval b f if required. opt "s�7 7- -7- /�J �r� /�- •All footing keys shall be 2" x 4" (nominal) with beveled aides unless i ~�. +.�! (• / R �t. !7 F r!/V f a otherwise shown. Ceiling extensions shall be fora .hhea as :�equir++d. All work shall conform to the requirements of the Building Deofi rtmeat. ,�` f r f�,Q 1 provide connections for cross bracing where ir�r:icl�t.ed, Coordinate all structural work with Arehiteeturral Mechanical and Electrical f ��"� r "�`✓ All slabs shown keyed or seated shall have 2" (nominal '1 sent unless other- Joist manufacturer anal p , r+t/hPrc rt/9�7f ©5S.' �/c t- # >Znrawi�s for verification of locations and dimensions of chases, inserts, to ,.�tQinforn 2�0'-�,5;,� NT 5 wise shone. Where Joists bear on concrete or cinder block at le:list 3 courses of brick- openings, sleeves,, dr# w, danpproofint, curbs and other pro�•ct reQuirdmants. %>,r�r� 'nr57 �� .6cr1 The Contractor shell submit five copies of shop drawings and placing plans Jr � soli,, t„ock hall. be laid directly �snder ,� isle, unless out erwisE° ' of all reirnfeeoeesnt arrtd shall receive the written approval of the Architect noted. p�-� //^ / bef ore fabaripatiart. T T P�L. r"1[.. �� r" �//-G�/ v('y h 11 submit four col .der+ �f steel;: drawirrga stowing the t;�c=t •• The various portions of the structure are designed to carry the following The Contractor s a iemsrete bases with anchor bolts shall to provided for all mechanical of all Joists and the required details t =r prober installation to the live loads in addition ,to specific m- chinery and equipment lo•ids - Foof II , A� / er � f/ ,/► Q where required. Architect for approval. Fabrication ohs:', not bestir, without the wr :tter im.s.f.; Floors A.s.f. ; Wind _�p.s.f. for full height ir1 1"1 i�.. ./ ____4-;��`��✓ et*ipse approval of the Architect. Shop Drnwingrs shall t?e furr: -hod for approvaa: building. Dead loads - heavyweight concrete, 1SC lbs. per cu. ft., ti r S. + one transparacy oral one blue or black litre print. TYe .' rector ghat; irchitsct shall be ntatified by the Contractor before concreting. The y" approved shop drawings for erection in field wnict; are so Ar+ehitect shall inopect the bottom of all footings and his apt naval obtains es� Pth �� e foots may be poured. stamped by the )dtgineer. Fi I l S la'd wi f M or ar- before concrete .n8 Y Po - Concrete block walls s!►all be tied to concrete walls and .olumrr5 b..: wide x i/lei and Adjacent to mason,:. wall shall be attact;ea to wain by f,vr�.s��. ��� 4 , „ lops,s parallel Stf'e 9t r ip5 Ot OS ate e�AcE, hridrinp and not t�: exceed "" dovetail anchors at every ?ttd course. Under all floor slab an 6" layer of 96% orVlctee ar,;vei ^,'r,al ue 1.' -cod, The joist manufacturer shall be a certified meriber of '.t e oteel Joist i c *are being taken next to wall: a^id �;i er's, to prov ide a firer , approved b the Architect. • i • Ti"Q�QAQ(,� e and l Institute pP Y 0 rt/ solid base for the olUba. C) uniasi otherwise noted provide 6" x G" x t 4" Base F1Ate under eacr ';oist. . So structural member is to be placed wit = horizontal construction ,joint. Aster• Joist to masonry wall by 2 -5/�" an,~r r bolts At each end. See - nt and stcas shall l?e lacoc at points of rr,i,inur a , / �" r _... — G� 'id qQ f�/aC`fG+rS r a+ Are chore r! &' All vertical construction ,poi s P Pate P_1. 1 s shear at locations approve by the Engireer. Add a mrinisur. reinforcing drf3sr�r+ed burs bars. l IR4 nAad ' i 1 Nod ornfeoA' bunny.rtOnfrn rx,7tita► 1 equal to 0.5% the cross se :tional area of vertical constriaction joints. PrM►ide � :>.hn Joists under all partitions ... .,, their length exceeds t,u51 �• � � ' of the joist span. 1 _ -- For 40 P-41 Opeai�tss in concrete beam. shall occur a t or near the central axis. 0penings in beanie shall no . 1,e made with-3ut approval by tie Engineer. " � clear from each end wall exlerrot- �<-e C'au/kln9 a� ck • ; Pretsride 1 typical joist not ware than 4 in 4 Fo�'o'n 9 , Where concrete beams or sl abs rest on ,masonry walls, the top 16" of wall or 9ther self supporting wall parallol to ru.t' ->f joists. shall be filled 'solid with mortar. STZIL .�; .� T �'R f CA,L CDIV T R c:� L. �,/ O � i�.1 ?' /A1 ray A,'ES•• ram?'/ �% ,� ��-s � � �'L u E C tk t c � _ ----- c. A T C WA LLB _. 9r�suctural drawings shall ' e used in conjunction with areL iteetura; And A `� N Y - rrc mechanical dratniags fag• pr,�per locations and sizes of Openings, etc. No All concrete over ,joists shall be places: on Standard Corruform as manufact.urpr / "'"''� all mice .d bars shall be cut or omitted due to openings in the structure unless by Granco Stool Products Company, Granite City, Ill ino.is' or other r . odurt Ap' r•. f t, by the Architect. _ n shown ,r d irf cted otherwis•- by the Engineer. /t'o"" Min. f t. ".dial r with Cons. f'ar �— Corrufors shall be corrugated from tough temperrcl low carbon, cold reducer) stem. Full height off' Wa// � to a nominal corrugation pattern of (pitch) 2 1/8 x (cepth) 9/16". :3heets shall have a minimum section modulus of u.U36 ir,- T° ; - ° ' eV i e bars shall be high bond deformed tars, meeting ASFI'' A-3;6-)0 T � All reinforcing ing and a mit;Lnuet moment of inertia of J.u�,• in � • 'r i bond toquiresnwts of either new billet steel, intermesh- to grade or re-rol :ecr a , a / . w f s U sti0 Psi unless shown otherwise. with corru ataon edges u and with cor:,uv.ations . rail steel, ith y 5 , P Caeruforn el be placed i g g P M a I C 4x 4-�r Where tads lap, or are spliced, provide 32 diametAk er lap unless otherwise perpendicular to supports. _ °i- '' �--�-- v supporting in oasts or beams. noted. s shall always occur over pp g � ., Ltd lap Ya Clearances or reinforcing steel from ac4Jacent surface shall be: Shoete shall be attached to supports by corruform side clips placed alter- a. Slabs 3/4" (if exposed or p:aced on dry f ill ) 1 " --~- - _ bottoeres f sides & cols 1 " yAtely on each side of Joist tOT chord car attached by plug welcingti;rouph �,VGt,�OfsrlNf3 p_�N� b• Beam 2►, 0, curbed wesnors to supporting top chords, Clips shall be placed on every C. Foundation walla and piers, „ mist al sheet edge with a minimum of 25 cLr)s per square. a T MASQ I Y 7 d. Footings, a 1 " & 1 t '2" to ties and chirrups) YPI �' L4x 4x �r e. Cssluruts and beams, is . cell and ae a s, V,k, unless otherwise noted, 2" Caerutorm attach l o > rye. into shall t,Ave the following minimum requiremen f. Mis ;$ _ weld + gyp sheet in val::ey of side lap (through four sheet P.occur in walls or slabs, unless otherwise ricked, provide 2 #6 ttickness and again at nid(.le of sheet. ) Where openings ' , top and bottom on all sides of the opening and extend at least 2' - 6" b. Istorlediate supports - weld in X n at'err ' ' �° s w,. :•� it valle,v of beyond opening. side lap on every other ,joist and in the valle,r if the center ©rru�ai`tc�� � �'qN-�- ��" + ch:,irs and other accessorter, ea the remaining Joist. !-'rovide spacers, tries, chair barb, bols.,e •a, high r to hold the stool securely in place until the concrete is poured (also see Side aminaIIllIIIIm of one corrugation with previously placed row. specifications). Chair Zara shall be #5 rods. Accessories for concrete exposed (even if surface has finish applied directly to it ) surfaces shall be plastic tipped. The requirmoMlts of this section, shall goverm only ribbed steel roof a. Complete shop drawings AM schedules of all reinforcing steel shall be deck construction, with longitudinal bearing ribs Yaving a depth of less prepared by the Contractor. Four copies approved by the Architect before than 3", used for the support of fin�ahed roof mate-ials and with v�{ryir,e fabrication can begin. All accessories must be Show on the shop drawings. eonfirguations peculiar to each steel deck Pr ;:nufacturF r. Unless otherwise noted. or specified accessories and reinforcing shall be detailed is accordance with o$tandai-d Practice for Det-siling Concrete Stresses and Material. The unit design stress shall in no c,se exceed the Structures of the American Concrete Institute," #315 ar.'.ended to date. minimum yield strength of the steel, divided 'r7Y 1 .c)5. The maximur, working stress shall not exceed 20,ti1� pounexr per square inch. The b. Shop Drawings shall be furnished for approval in one tr nsparaicy red one we of material before coating with paint car, metal shall be in conformasnce blue or black line print. -with the manufacturer's standard ga �e for sthset.s (uncoated). c. The Contractor shall only use approved shop drawings for erection in fieic Structural adequacy of deck sections shall be established b the determinatior which -are so stamped by the Engineer. of Section Modulus and Moment of Inertia, computations for which shall be in gecordanee with conventional methods of structural deS 4 gr . 3uch Where continuous bare are called for, ttiey shall be carried continuously co putatious shall reflect the concert; of ",•''festive corpres: i ,r, flange width" around corners (see Standard details), doweled i-rsto Intersecting walls and as limited by the appropriate previsiur s o °t,e t yb,, E;cition of Lip.ht GA,�F hooked at discontinuous ends. Splice as directed by the Engineer. Col, -ftsu" Steel Structural Members. It is to be noted that arbitrarily a+s- stlmod effective compression flange widths shall not be allowed. Testing Provide 145 minimum top Stirrup bar in all beasts. Where top stirrup bare &!tall not be used in lieu of the above in determination of vertical load are not otherwise shown. carrying cal.<<Ie ft;y; +,eel deck. Splieq in flat slab reinforcing shall be kept to a minimum. If splices are ant of splices r e s1ea►1 roof deck units are welded to the supports, a masrent coef f is lent U S �-{ N G T O N � U �� ,v �� required tbey shall. be made at point$ of minimise stress (point p►f i� lu stra.il ,.,e used for 3 or more spans, and deflection coefficient of tion or vend up point of truss bass). 3/364 shall be used for all. a*copt simple spans. All other steel roof - HYANtJ15 � MASS. �.-� OWAR D ROCK ST ROM - ARC ,-tITEC tree whole Mean,, o deck installations shall be designed as simple a. ans. In the been schedule, where stirrups are not specified for for any part of the beam,, provide #3 8 12" stirrups. �J 1 r , � : f - - I MIS" ,. � >` LEAR:- �J l�.l u L A 5 to. ,yur- -rYPtGA OAK µAesp l 11 ELEI$A�CQ•. '� II • - I -- ---- _ _ I F n_�coo�. 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