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I: T� _ ».- a - �._ `, i - i , l I �- - _ : _ '- 3 1<' ; i ___ .,——— — t (p w F AT __- -- �._ 1 r Title : .- _ `!. -.L_.aa.+-.-+t+rw•--* i-/ .._�crm. .:per _ Vic. ,._ _...,-.,. _...._.__.. •--._-..^:._.r^' .. .- I ..,,,,, .�.: _ _ _ _ _. _..__. I TC 0 b M.5 3�5 i�•1/ = �12. d5 c�r.x i�.�: _O ! I TWO F ,X t�lTt* sF M,'�91 C7 I I G? Flu--t_D SCY�GsiZ1t' - C�� I✓VATIDNS -- - If --- i I I 7]oTf� W/ fE.� t El INSLILf�.TIM sl i TYPICA L--, VA - - OGW FoONVA.nQIQ EX trlf.KA FOOPPATIOi) _ •- _ ___— _ _ _ __—_ _ �,_.., ` �'� EGA I� ' " p - - \ - 1' D f Scale Date 3�1 1' i' " MAR .7,19s$ .3 �ourH � L-�\/ATIoIJ I _o II Drawn By Job Number �LA. 4 A.W- �t�12 Sheet: A•3 FM 5 2 Q 2 U I(n' -(nV4N ? ' �) % Z - 7i/Z 8-41Z'► EF- ,�� F"1�tit--p �'• "' E'`✓.- _.— NEh1 lOxb PRE`1`�u�'E 1-rCEA1CD ' ! u PcG>t5 ANAOP To 129 g+! 011 MIN. �Ft- C�ALV. Gowi-10 SASE C14'P•) ® G• OG, + -- _ ---- - GUtJLI"c'!?7E tZET'AIIVINI.t W CnWC'. WxLJ,. ✓-•I L L E L A � E t�✓� 3/ -4 TNIS ;AREA TC) I-I0fZ2C)NT-A.L, ��JiJ�. � 3OX D1A• , -- ,, - 1 _� i r'G'U IV t�A'1'!C7 kJ (.alp L..l, � •a' • � p N 'rC R E MA i t`I oT•E IT o NGW 3x 1614 ' Ib TS CJL L -1(t! 5AS E- F t- --- N I C7" x IC" X %4" l.,,r-VE.-L t{,. CCU -4NGt�E"E� f"�� ,� ttom!C i h�(P.) wAY I — -i I rT'� Tyf i e,A�. �o o - �, I _ _ TQOW i�L-ED C-o►x Gr�.P !N t- -J -- _ --1 l__ -- - -----�.. 1 a -! n� 1�.G�t.J{2t.t7 1=C>C� NEW Fc�tIM4-� - �� VIT 12 Qi" 1��-.�1 j�},emu 1- 1, V!F, Ili 2 r/1" 11, 0�y 14 n 4 4- g C4, `�. �vurlv�-r►ort w emu... � � ��,. EUML NAMILTOIIi .� 8T ' 1 ` 9 , TO E�i✓� 1 O�!�r FG�'_it�tG LL? !J� C4 FF�. L-E.T 11.1 -- _—_..__ ___,__ _......_ _____ _ _ _ _— Fog. L•I�1Tt�.+.NG-ta- ,°tL'�G ;/� __—_.—i � j i a N N r (� �... 0 2� (� _ (LIRJJC�N �jOL1trD 10 PohTh i l -fir IF - i N O i x t�l� ICo\ ZKI .'5 �J FLAT, tiA� TO N U!� I ' SIMON � _ L f I �-_ �XfGTINI=� � CN1U rOuhli7A7!C:►+I LJr'�Ll,-� A. FOUNDATIONS _ I All footings shall carry down undisturbed material b nq minimum bearing capacity of t square toot. Elevationssgiven correspond to the computed top of footings and are minimum depths , I s J ( which are not to be coestrs*d as limiting in any ray the depth of excavation required to reach good bearing. lasta 7- No footing shall be placed in water or oa frozen groand. 1. In general, exterior construction .ball be carried down a minimum of / feet below finished grade. 1. All tooting excavations arm to be [finished by hand. m W 5. All finished footing excavotJoao shall be inspected and reviewed ,w y 1� I I i I j , -- - ---=• = by the Architect or hts designate before any concrete is placed. V♦ �, 6. Backfiil shall be placed in aecordawoe with the beat practices Q of the Industry. j i I I C Q 7. The Architect assume• An responsibility for the sub surface conditions. a}i 1 i 1 y I B. CCNt RETE AND fORN$ es� ! concrete work shall conform to the latest *dittos of ACI Standards. 1 A ► rwds a F } 2. All concrete shall be controlled concrete, fixed and placed U the supervision of an approved Concrete engineer. N oT , P ��w ►� vX,� I , j O n a 1. All concrete shall attain i000 psi minimum compressive strengthun (D EaXI JDISTS ' I I 11 ! iii ! at !t days unless otherwise noted. Jq -4 I `I` I ' 1 i I j i -'- '- -" -~ --� /. Al concrete shall be placed without borisontal construction joints except where specifically called for. vertical and horizontal onscructlon joints !a architectural, shall only be mad* as show. 4.0 O S. wror■s• cplywood forms whoa need for concrete work shall conform to the j U.S. Product Standard po 1-14 for •plyfogno Class I or II and shall be W a minimum of S/t• thick. r i _-_--.._ - 6. Form Ties and Spreadsroi Standard metal type with no metal to within N 'Or M UJ x q T F k p II I 1' of concrete. ! _:.' _. _ +�' ' _ ,___ _ _ _ - --- ____.__s( am •— -- _-- --. 7. Contractor shall submit eoacrala design mix for review prior to ordering concrete. a 1 8 j ( jjjj{ ; j i _- a - --• — T. t. verify with Architect gr his designate it a slab plaoemeat drarLg is required. M I T11 I C,�.• 1G? d E C F' jl -_— _ — ___� _—_ ____-_ -__--__ �1 Owner sihall retain a fisotslcMiical =nginear (l.i.) to inspect V and aertily all excavations, footings, bearings, and baakfills! FEW Istan for conformance with the contract documents and applicable codes. t Co Ln I�j Z to The Owner shall provide such subsurface investigation as is; , r, L. M f , � � � x �� r K I�T 1 �l-�'I� i •. 3I _. required by -the_.Geat�hx�ical -LagiAas ___ _ _- --- ----__ . -------- � � Z 4 x � � � 00 !i 1 GOnI�T ��G�1'►(�M I _. _�_ __ _l__,__ C. aalMrOPCING M1t-+. 1N POC,*-E:r � L to W 1. All reinforcing bar details mull eoaform to the latest ACI code and � ,G ,. 1 DecaU Detailing I6awsel. P,N i A,,, re-CuLl I W-,._�7 � r I z 2. A. All bars shall he RSTII A-fib, Grade f0, with detocmatiam* M 4a conforming at AM A-705. sale" otherwise noted. W T• Co a. Melded wire fabric shall conform to AS'1'fl 101. -- ---� ---__.__ 1. Provide and schedule with the *bap drawings all accessary sccesories to hold reinforcin severely to position. Minimum reegqniremewtt *ball be: Mi hchaIrs 7�-s• on centers, flab Bolsters, I'-6• on *esters, i i I 1 ! g Title .Support Oars for Bighchaic fo.3. E. M 1 wry 4PM 7 "1�i , �Z E � �� f C��ti.f I I 3 - ( Z — - 1. Clearance of reinforcing from ad}acest surfaces unless r4ors otherriN s — - i �i 1 ` I 1 - ^� .hall bey i "71 ills A. unformed anrtac*a is contract with ground or exposed to the weather ` I 1 j B. Bottom surfaces on slabs on gradf 3 - w I 11 { I - c. worsted satlaces in contact with the round or exposed to the weather' 1 : ti- 1 1. IS bar or smiler - t 1/2 I 2. Bare larger than fs ! . o. wormed srcfaees not exposed to weather or in contact with ground, �- -- - 1. Bar Mar or taller •314• SNG�TIl71't T l�AN �xI�TVl�1C,1 I(ci' GNIU. Fc.''ut-IDr�TION WALL. - --- � I. Bars iasyes them !li - 1 1/2•. Z 1 S. In all cams• not less then the diameter of the bars. Maximus daolatios from them. regsltssnwu *M11 be 1/4 for sections p-�OT�i ------- - 10 isebu thialt or less.1 — -- sdd 1/21 for *actions over 10 inches �I inspected and reviewed by the architect T Date ! _--_--__ S. or lhisidoaignatotbeforelconcrete to laced. �!! o I ---+-- thick. Cale x�7���1e,. 1fh� G01.. ZJ° FLooR - � � �- BFJ0.r) TO TOP OF FtiCS'r �LvaIC P�Eflr� -- -- - — 4. "bete eamtiasesa bars an called for, t *hall be run continuously area" eesaWA and la at necessaryloss, or hooked at discontinuous x ' „ GAP -� BtsE F'La TC ' ��P I —___-- ----._-- — _ _ _ . ___ .node. * altell be a Drawn By Job Number: �2 Lap liar disasters saeept where noted on drawings. Bar laps may be offset to avoid control or construction joints. _- 7. Unless otherwise noted, provide at all four sides of an opening. 1 IS top and bottom to slabs and 1 115 each face In walls extending 2'-0' beyond opening. Sheet W w a D. STRUCTUPAL ST"k * 6 q.AKPIE.P fo fr•.hi r7-� o f Tr J447 1. All structural stool details shall be designed in accordance with the 1i' E0411 Ko01- 470FF(-f latest issue of the American Inatitate of Stool Construction (AISC) specification for the design, fabrication and erection of structural tt i steel for buildings. 2. A. All •tool beams, columns, braces and base plates shall be ASTM A14. S. All anchor solo .hall be ASTM A-I07 (Grade 110. ( , 1. Shop and tisld connections, unless otherwise noted, shall be made by 'I— wlding or high-str*gnth bolting. Stiffener plates ate to be provided whore required. Nu connections shall support a reaction a equal to halt the total uniform load capacity for a given shape, span and steel •peaiticatioa in accordance with IAISCI. 4. All standard open web joists material and workmanship •hall conform to the ` _ latest editlea of the S.J.1. 'Standard Specifications for open Web ' ' I I y li i I C steel Joist* Construction.' I I �l Lor review prior to ordering any stsgl or joists. — S. Submit shop drawingsp 9. FAACK l. Grout mead in reinforced sleek, lintel blocks end under bearing booms shall be a minim= V • 2,500 with no aggcegete mom than 1/0•. Reinforced I l CM0 shall have a ■laimum compressive strength of 2,500 psi. !}I I braced during construction until permanent i , I I I I _ 2. All CM walls shall be 9 � \` J restraints have been installed. If. "llSC9""11l I I �;i12 FJI j�taLD f�DG� (�i ��ih 7 ('r:2�#" tD{L. I r-Ai ! 1. Contractor shall verily all dimensions on the job. y 2. Consult the architectural, mechanical- and electrical drawings for I I j �E 'I�l �' �I �`4h ril I verification of location and dimension of chases, Inserts, openings, ! I sleeves, walls, drlpa, reveals, collets, depressions, equipment pads, and other project requirements. O hen squat are not shown. 1. openings in slab and walls less than 12 ins q penetrations of structure by mechanical, electrical, and plumbing services an generally not sbaowa. It is the contractors responsibility to coordinate the" openings with the shop drawings for reinforcing, structural steel and metal dock. 4. Unless otherwise noted. all footings shall be centered under supported i members. S. All foundation walls and grade beams shall be braced during the operations 1 1 a of backfililnq and compaction bracing shall be left in position until "D•1 II,' ! ` � permanent restraints have been installed. { G ` S 4. The Contractor shall verity and coordinate all elevations on plans and sections with architectural drawings. I � I G. QtflGw WADf C ) � � � � ! I � ! � �.,< ►LOOS LOAM -------... ----70pi► SNOW LOADS -►_-_--.�_-.--lute► QJ MIMD LOADS --------2.1•!s► tARTSOUARt LOADS IN ACCOIIDANCL ■ITs Tat OWI►OIAII 9UILDING 0009. S. LINTEL SCREDULt Unless otherwise specified on the drawings, provide and install liatels tam masonry, openings in accordance with tha following aebadsler UI k�, I. CUNCRCTt MASONRY- UNITS AND PRICIL I I I -- 1 I ! MAx. MASONRY, OPENING 1 ISCS WALLS 4INCS MULL/ 0'-0' to 5'-0 111 1 40 MO/S 121 2 7 1/2 n 2 1/2 : 2/8 f 5'-1• to Io•-0• (SI 1 $:I 1/20/e 441 2 2 1/I s 2 1/2 s 2/1 I j • fi MAX. MASON O►CMING 4410 INCI11 WALL• 12 IPCS NALLe { I Mi6T ._.._____-_-__ _-__. _� • _ _� --� _._. __ ,: MAC %ON w 0•-0• to S•-0• (l) 2 4X3 1/2%1/4 141 2 427 1/2W1/4 - _ _ __--- _..__— -- --- _--- �e �T ON -_ S'-1• co 10•-e• 171 ! isl 1/2:)/e lsl 2 dsa 1/2:2/t Where lintels occur in exterior walls, misiava thickness shall be e/140 and i galvSni:ed. Lfatels shall be 12 inches longer than masonry epeaiq, long la( ���.A4tT �Q. N vertical, provide 1/4• clew(• plates at hot lintels where'rsgsir by •�x�' Ib 'L' � -'-' --' -- ---- ---�--- /t ��(��� Architect. See architectural drawings tot loeatiea. v Ei�R v 2x i Lt 1GR I , • IU'L) Aft LK FKAMCr% �D 1xV.ih To 1 Ruhy FOR, V[..r;HA'1J(1 -tit (-,105� FQ1.Ai l'fq?) _. �, ra / r V -W0 r- to -Tt le)u('o {ijot'iv; 10 pag'1y - N 2 � O O _ J. Ill t�1�m _ sw V V _ o coo t+ad Pt;1 ..�ROr1 2.KI�I� F T P'A,{L f0 ! uMDERS117L OF �01'Z1 2. T111ber floor mad r00! trugrsS •hall bs deeiga.d by the N maaatactmrer to AITC Standards for all applicable a� L Maiow be� tab( lam.lA ge w t calculations or AIL i 2, The General Contractor and =ruse iroctor shall loll fi � t the aaaytactur•rs requisew•nt• mad good construction � • � practice in handling. storage and erection of root trw•slo and shall provide adequate construction bracing O �,... for the work until permanent r•atrainte are in place. W a Yd 2. pressure treat all sills, etc. in contact with concrete or exposed to the weather, to the Standards for 0. hrmaasat Structures of the ♦.M P A 4. Design shall laclude all indicated loading* of the � � Z - _ contract document•, construction loadings, erection -- — — — -- - ----I , --- --�--------- l cad i a • and as nay be additionally required by all a EEN - — — — --� -- -- — governing codes, ordinances. etc. include ceiliags, Ij --t~~- ----~- -- ■ochanical, plumbing eprinklers, finlph•s and �/ partitions In dead load. See Architectural, Q) Mechanical, Plumbing and Rlectrical Drawings. N I 1 O Q 5. Coordinate with truss layout to avoid conflict with { 1 I ! zCM stool columns and connections, and to aaiataia _ _ _ ( _ I alignment of truss** with bearing studs. General I /� X \� 7'"- -I- ---- --- Contractor coordinate with chases and penetrations of �..-�i -- - L - - -_ ___ - all trades. O i I I i I ! (21 Zxlo Fw�N FRAMED TAP ! - W 1 I � r ! i � I r � ,- L.�-.._______, __— _____ �>• 1 __,_ d. !Sots snow drilling and •hsddiag eoadltlons for design A M = �,{, "-��� �-'��Y� - of root areas in contormaoce with the code. - - - - _ _ $ its _ _ _ - - __ - - a. 4 0 - - _.__ Q_ - _-- __. _ _- -- --- _ - _. _ T Raft b ocki ben etude and i ist• . � " ". ' _ _ 1 i� _ -� Z ors. P *tea, 1 non- r1 0 t v.l I$xi 15 jCOlJi1Jt1,7u N ,� X 3 ng, ng p m �, —. _. ._ ���.__.._ _._....-. },cam a _-��- __�_ shall be No. 2 USN-FIR or No. I Rastern Spruce with r \ ga�-Tf _D L P. /� l •5, PRO ID K I r petative somber fb■ 1150 psi. `71 �r Pt,,; ' St E F E @ �fi01.I I.Q ATI N .. _ . e _ i Lbw I I __----_ _..__ ��- __-- _ a. NL indicates Micro-Las built-up beams as manufactured V i f { I I I _ __+ 3 the true Joist Co. Z --- - _ - �+ by 9. Plywood for floor docks shall be 2/4 inch tongue and \ CO /7 , � I (-Ll �:�*� • - groove sturdi-floor, and shall be hied and •crew UJ Galled in accordance with •taadasd A.P A. floor system. _.. -. .. ..-.....,.._.._. 17LYWr70C� SF1Ai+- 0< t1NFR.aAYMLWr 4rZ/..D6. I j 10. connectors to be Standard types a• naautactur•d by the N m_ _ . . _. _ ; C 0 , Jo�ra 5'I Cs� E, PU 49 1 I L P) ( _—_ _. _ Siapeom VG— . : {— 11. aztesior wel l Shoathiag shall be exterior grade 1/20 M W r I _._.__ I - 8 ODY plywood nailed lOd at S• O.C. at edges and 120 In I I f 1 1 i ____-__�_.._�._ ___- _ Ups` �. field. except let floor Shell be nailed 100 at L• O.C.. t _ h blocks of sac rt•d with Ip uppo f edges As. a mf awaths".shag 1 be a~1" ova*. %,•Goa. mai lee Title I" at s• D.C. at Nees am W la field. Is. "wine wall atw a" pant• "all be S s s at ta• D.C. > 1`� � �oo ".I w-sir with a tattvs maaibsr fbmla0g pal place , i � 111 + ( i � _. - I _,,,•.��� _ .. �,..., _ i- ....,_.._.__.,_.._.-�,m.__.,._,. a aeuid us•ctly oodsr�iaeh soot os floor trwa. f � f shall dams all schedule with .___.__ :_._�_.. !._-__ 1 -_.. � � ..� I -. - .. _._ ._ _ _ _._�.-__-..__.-__._._ _ _ .. _.__ .._ _ _ 1. ..._. __�__,_�_.._� 1_ -. _,.�._. __. _.,.. _ „•_ ..... �•. w,,,,-_. _ l d. The truss aaau►tactusss aha ga. .,� . ..•._.. _ .�,: I his shop drawiags, permanent bottom chard bracing as required. la csillr will aot be used for bracia� Scale Date ,, 0" II I �.,..,. Drawn By Job Number: ScAIrE : �J�,, I ,: t1c Sheet : W Se 2 FM I r`J ,