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9402 SW WASHINGTON SQUARE ROAD-5 lip'l 9 7 2001 DENOTES COLUMN MARK# rk r, (SEE SHEET S-1.0 FOR SCHEDULE) DENOTES DRILLED PIER MARK J (SEE 3/S-5.2 FOR SCHEDULE) DENOTES TOP Ot PIrri CAP ELEVATION. (CONTRACTOR TO COORDINATE WITH FINAL SITE GRADING PLAN.) G. LEGEND ED PRO ........... NEW SLAB EXIST. SLAB I I IIIr. 1 11 A i D 1. 1/11II II 11 1: C if ULAN e N 411 III -OE ....... ............. t II III 111 I T ION DAT!h. z .. .......... . ......... L ....... . ..... ------ ------__ _...__.. - - -A5k ( 14"0 x 18" SMOOTH DOWELS OP 0 18' D.C. EPDXY DOWELS L W/9" MIN. EMBED. 44-r I � � ii 1 ii 1 I 1 �� 1 ( 1 1 1 1 � K 24*-It' :31, I E 0 EXIST, 12- CMU SHEII 4 DETAIL II (TO REMAIN) II II I 11 �-o 5CALr--: 3/4 J- ....... .. ............ .. .... ---------- -- ----- -- ------- - ......... - ----------T-- I @ N If if Hss3x3x% WA- CAP 9--7- i If A Val E' ---------- ----------- */(4) )J"OxA' HS t)Jx I 2x V 0" It .......... k (8- GAGE) aw pwat 01 pw wommt N A ID 4 7-- i... p d "o* mjm job#06 158 % \ DETAIL GOO �N-------- KA GN GN . .. .............. - -7 zrwl 7, T 4 86 1 -0) 5CALE: 1 112"= 1 1 4� c\I H i i i I I 11 I I 1 I I I I j j j j 1'I O If 11 cq H If !!I WIN M COLUMN 5CHEDULt 0 N MARK COLUMN BASE t AB 2 11 f H I- H IN to If I0x77 Y4'x I 4"x V-4' (4)-Y4*0 A36 C1 W L NA C2 Wo.�7 Y4*xI'-2'x1'-2" (4)%*0 A36 ,V '1, 0�en % ------- \,=N/ (Q Q) ZZ4 zc;r-ftj:tt .. ...... ... .... .. %ZV \N2�/ .bu @52)\2,/ A 1Y4"x2'-6'xI'-6* (6)1)J"OA36 Cf-� I C3 1W8x67 */(6�4x4x,111 If WASHER L C4 W8x67 )4*xl'-2'xl' (4 A36 z I c TOR PIT SIZE 1(2)HSS8x4xY, -Y4-,O'--lO*x2'-9' (§IY4"0 A36 C5 (2)HSS8x4&4 J41'x0'-I0"x2'-9" (6)%"1 A36 AND LOCATION W H. DING S. AND FACTURER -Y4'x12*xI.-0. (4)�j"o A36 I C6 HSS4x4x)i ---------- --J J� ---------- ........... .. ............... .. ............- C7 W1007 -%"x1'-4"xI'-4" (4)Y4*0 A36 NNW / - ----- ------ 1 3.4 if C8 HSS5x5yY4 )4`xI*-0'xI2" (4)114"0 A36 C9 HSS5x5x)fi %"x12'xI'-O* (4)*)11,*0 A36 H II II i CIO-HSS6x6x)6 -Y4'x I 2"x 1'-0* (4):"1 A36 If wk I"xl*-8*xl'-8" 14)1*0 A36 L Cil W12xI52 -,O'-10*x2*--g" SA, 0 A36 (2)HSS&x4A 3 Z-A r if of C17 h" 7%" V 2' (7)P4'11 OR AO -4. 4. \2i 1 1 FOOTING 5CHEDULE 4- CONIC. SUB 71=NF view pia"pw gr K&mt1m mc"id W/ 6x%W2.4xLW2 9HYW.W.F. MARK SIZE REINF. of tm LmOord W40ar ,L rT L ON 10 ENE T/SLAB EL. SEE t IOTE 14 F1 3'-O'x3'-O'xl.-6w 4 15 E.W. UnAmft Gavml Cotrada)to"nftw. VAPOR BARRIR ON 4' 6" CONCRETE wheak.mw mw w cm"w aw eKre THICK GRANU AR BASE. SLAB-ON-GRADE. REINF mw rrfev�cd Mr W/#4 0 12* E.W. ON 6" rime'r, tc1cewsJc0*acw.vgs FW"kg-pw%rA*"refem to thr % GRANULAR FILL. UmfL-a sm IAA�GvwA GN GO Gm I Q Corta cW Tmvt rD65 5pot.M GwA) ON GOO ir-n . 11, hm"u W4*V *'m m the Or sk"%wAr*cv. ------ ---- --- ---ilk" F II II 11 II t6y !6 0- NOTES 3x3*% 0'610- (TV.) cjh. 1. SEE SHT S-6.0 CJ DETAILS. (SE A/S-1.0) :: 44 L 2. SEE SCHEDULE FOR COLUMN, BASE PL.. AND FOOTING INFORMATION. K� -7 :z 3. TOP OF NEW FOUNDATIONS TO MATCH EXIST. (U.N.O.). M66 1 1 ch I C) 4. PROVIDE (1)#4x3*-O* AT ALL SLAB INSIDE CORNERS. 17 -11 7 -f- C" - V 5. ELEVATOR SHAFT WALLS SHALL BE SHAFT WALL S1 UDS 6" 16 GA 016* c/c. 0 w' --0 < J --0 6. TOP OF COL. FOUNDATIONS SHALL BE SAME ELEVATION AS 10P OF STRIP FOOTINGS/ ............. 5 GRADE BEAMS (U.N.O.). y _ _ _ r a `+ - - - I - - - - --- -L I-- I- - , ( 7. CONTRACTOR TO COORDINATE T/FTG ELEVATIONS w/BOTT Of STEEL COL.S V-6- AND STEEL MANUFACTURER 110--A4 9. 01/8. -<INDICATES COLUMN CROSS BRACING LOCATIONS. 8. > 5'-1 QNG* \tl y- 9)". 12--3- 15- 28'-06* 22*-8' 14 9. CONTRACTOR SHALL MOFIFY THE SIZE OF THE ISOLATION JOINTS AT BRACED 22--8- 24'- 2)4" GRADE BEAM 5CHEDULE COLUMNS IF THE SLAB IS TO BE POURED BEFORE THE STEEL FRAME IS ERECTED MARK DEPTH & WIDTH REINF. STIRRUPS 10. PROVIDIF, 20%20" PEDESTAL REINF -,V/ 8-18 DOWELED INTO FOOTING & #408 TIES SHELL PERMIT Y4' ' 4 - #9 TA- #4 0 10* 6 GBI -18 6 1L - -I,- I rT"**N --.44. . T 31'-6* 32'-6' 32'-0' 27--Ift- G82 NOT USED - - - - AT COLUMN FOOTINGS AT STEP LOCATIONS. STET C G 0 Nmm MOJCCI NMH 1 11. PROVIDE CONTROL JOINTS IN SUBS-ON--GRAD! IN ACCORDANCE WITH 'REINFORCED 0 CIVIL G83 NOT USED - - - - - CONCRETE' NOTE 016 ON SHEET S-0.0. I 1/15/06, VENEER 12. EPDXY DOWEL REBAR FOR NEW GRADE. BEAM/PILE CAP/PIER CAP FOUNDATIONS INTO (SEE ARCH.) STUD WALL G84 24*x24" 5 #9 T&B #4 0 10" EXISTING. USE HILTI HIT RE5W INJECTION ADHESIVE SYSTEM. OR APPROVED EOUAL. REV.v. DATE - - - - - - - - - - - GB5 NOT USED 13. CAPACITIES OF EXISTING PILES WERE TAKEN AS NOTED ON DRAWINGS BY RICHARD R. BULLETIN #6 BRADSHAW. INC.. DATED 6-21-72. CONTRACTOR SHALL HAVE EXISTING PILES TESTED 03-23-07- EXT. FIN. GRADE F.r.E. G86 NOT USED - - - - - TO DETERMINE ACTUAL CAPACITY PRIOR TO INSTALLATION OF NEW FOOTINGS. .9 2-L-9 - - - - - - - - - - - 14. TOP OF SLAB CLEVATION - 100'-0". PMLCT DATUM ELEVATION - 228.51' 'BULLETIN 41 9 GB7 NOT USED -0. (TOP OF NEW SLAB TO MATCH EXISTING MALL SLAB.) .03-27-07-- 9 SCALE:A=LE ?/Al T6-�= l 0 AU- W 1 0" 1 144* G88 36"x3O" 8 - 010 #4 0 16- 15. PO--DENOTES FOOTING STEP. CONTRACTOR TO COORDINATE LOCATIONS AND BULLETIN-IN 08 EXIST. PND. G09 50*x3o" 12 - #10 #4 0 16- 04-10-07 C3 ELEVATIONS WITH FINAL SITE GRADING PLAN. SA a + + + GB'i0 NOT USED - - - - - - - - - - - BULLETIN #9 =1---� I-- 20 + + + GBI1 NOT USED - - - - - - - - - - - S%%VK*- 04-26--07 V) 4" MIN. G812 NOT USED - - - - - - - - - - - NISION (TYP. RL 4 G8I3 30"x24" 4 - #8 T&B #4 0 12- 05 0 12- E.W., T&B OFF7CE Copy -y SCALE: EPDXY DOWEL INTO GB14 36%30" 10 - #10 T&B #4 0 16" EXIST. FDN. BASE �- AT ROUBLE H55 COLUMN GBI5 30"x3o" 8 - #9 TAB #4 0 12" 1/16" = 1'-0' DN� (REF. C4, C 5, C 1 0 FOUNDATION ��C DETAIL 5CALE: 3/411= 1 ' G816 24*08" 15 - #9 T&B 14 0 TO- APPROVED PLAN SCALE: 3/4"= 1 ' 53 N 5. 100 `777 71 1111%191111.1 If Jr0TT 1 1- 42 UIA% NEW A I iii lu NOT1 • Alt do 11h] p 9,vo-� r L If If If 111 ZIP h�'r 4'. I I i A.8 - -- - -- - - -- I ... ...._ it -f - T- 4 Ju I — -_ 1.1 I I v �a� I I C, o^ i Id __ , V I I cr• ., �• . I s.d I I - ,o - O ,..�_- __._ _..__ •..... �rrr w�...��. I i _ 77 oR CSO �O _ - --- I G`� •3 fie G TO DATE V i REMOVE REMAINING PORTION I s.3 _ - --- _........__. �_-_` of EXIST. cwloE OEAM. (CUT f _ 1 FOR NEW DEBAR DOWELS.AT FACE OF EXIST. PILE CAP) I I TO HAVE SMOOTH SWACEFt FtI FI t - - -- - - - - - - - -- -4 F 0 3 I I Q �j 3 �� FOUNDATION P AN � � � �--.CO REW a-/e LW.. SCALE.311 I T� � NDATION PI_.AN z �• SCALE:�11 "= I '-O" Tb�N.r«r....• ft,we ,oft.ata'r T1r Anw<em,U"w n1 d go 3 3•t -- - �._ I I I I I I I I ..o Raw. �.. I I m��06 58� lK'a.,111 too"140.. I I I a. I I I I E3 I I N ce I I Es I I �r 45 o I i 1.1 � d'' 410 ........... ...._..._. _.____ _.._....... . -.� ._.. . _ _ _ _- -- -- - 2.d _ a I - _.. .._._.. _..._ _T_ �. ...__ ....._.. _.... ___ _._. ._. ...__. _._. _..... ......... ......_ G` —I — , _r I I �_ Ge-13 — , 0.1 REMOVE REMAINING PORTION OF EXIST. GRADE BEAM. (CUT ;' I f O.t O.L O.e �� D.9 E.1 AT FACE OF EXIST. PILE CAP) Q`Ai0 ' -i 'Rr p TO HAVE SMOOTH SURFACE ���.♦ � `,� Q� . FOR NEW REBAR DOWELS. O .dory� . O' J ` " Not — Geo r d nstf Unowd 4.A r �rpormi�(� mJ as�c p.,mom vookA.o a e%m to w ' .. ,ebercr to T~W L1.u1od n m, f�.CF_D FOLJNDATION� _ howwwed.ort,.,do.el�oreelty ladrrd rd IAAw.Gow __._ ._...__. ...._ I_.... Crwtroctoe Te%pt(Ddb 5p tq Goad.l elK0 m V"p•^adbr ww&c&mhm 6- ..•_•. 12 SCALL:3/I G"= I '-0" e-fie L.w�Tl�le Lco ExIs�11 c CAP A.1 �_�_�;� - I Z Q Q C7 Im --- I I _ . II ---40 I nr I� ; II I i 2' e9i Jr _ °° Jr"" III l i I I I I = Q E fit-r-. -._.J'I I — — — — — — III 401 Pr -•- _ill( 1- - _ I( L (� Ih•-_- ', . : 1111 I I ONTO EXSEPDXY T.CONIC. (TYP) r Q 1 1 1 _-t._. / Ge-t - - rr I SHELL PERMIT o - o _.--_ 3.d - _. I I — - - _.,� r ce t — — -, .� 5ET -- — _ _ /15/06 fff MI CAP RE . e-le L.W. T!9 0 I _.....� �. DOWEL FOOTING INTO G`O �,�� opo REV. DATE Sr L ._ ........ ....... ........ _.__ ,.._.. .._.. .BEAM/ .� ........ .._-.. .......I. �... ..__. ........ .._..... __... ...._... ..._. ._..... _..._. ....._. ._.._. ... ___ __ I ! ---- .� (IYP.I I I _ .__. __ ._...... __.. _ . _�W._ .-_._. _._.. ._.. ...._i _— T . BULLETIN �5 %J BULLETIN #9 - 7 04-26 0 -AFI II T/FTG.• -ID• I U A A.3 A r SCALE. - AS NOTED ENLARGED .ANG 05Qj�NDATION PLAN ^ N 5CALE:3/16"= 1 '-0" `t 5CALE:3/1 G"= I '-O" (DiaCA*3/ 1 )ATIO�J PLAN6"= I '-0" 53 5- 1 . 1 •�[ .1rs °r . i• .�sY .,.► -' l 01111, Al h I firf �r ...1..�I 1W11.f111�1���I�U�.�llll�l� 1111' l� llll 111I1W �►� • . i � w - .. -s.w�>..,..,+w�wsw.em.-re �.r...r.o+�rs+rs•.srs..w..�.r�r_. r.r+rs_c.._..1...--, � } ' •,.aww�.w.�,r.+U.00,e.�.�.rnwr..,s-r.a_�4.rr.�+.....w,«»wa..._.-..»....:..__«�%�+�.�,aw+�re rrr.i.rw..;,w..+.r,w,e....� r ...w„..-s+M.. -........,,r,._ _.�+q1►.r �M.M��..�Y..1�0�.,.. ,.rrni ��.�,M.. ...n�wb.ww�awr>w_.:..,wc:nwllll,++•w.-01�is..e,a:ew.,•w�,.e y:ni^w.:are:�r..��`1..4� ..xe.�..,.w+� _ . .,ro+r. +r. ...ww+.w..r.,�..rr..cne r,.Mwa..r. -'- t,.+w.b�wr�ltw..�.�.R '��.e..a.._.�+..':relr.�+..�..+.rr.:>.a:a►+_wr_�.• r.+.r.w+ ,.,:.. �.: -...,...,.,. ... _.:.��*<*w.r..��.+wwv.�.,ctaamn.w�...,� .r• ,,.>.aa;..wn... ,.r_.._...- .r. ns t G RAP h I CC SYMBOLS -� INDEX Of D RAWI N G S -- R-EE_N ED 5f1EET5 AR F FOR REFERENCE ONLY ARCHITECTURALTORE # 342ARC11TCTUAL BENCH MARK T-I .O COVERSHEET5HELL5ET ---�- ----- NORTH 1S_1.0-1 5T FLOOR PLAN - LIFE 5AFETY -� r L5-1 . 1 2ND FLOOR PLAN - LIFE 5AFE1Y A5- 1 .0 ARCI11TECTURAL 517E PLAN FOR REFERENCE ONLY. SECTION CUT DOOR TAGO - r,5- 1 , 1 AR(_- 1lTf=CTIJR,AI 51TE PF(AIL`� FOR REFERENCE ONLY. A-I .O IST FLOOR PLAN - NOTED 4 DIMEN51ONED WA5HINGTON 5QUARE MALLROOD'; NAME RC70M - A-1 . 1 2ND FLOOR PIAN - NOTED i DIMENSIONED ROOM NUMBER Cx =] WINDOW 1-AG CI(X) A-2.0 - 15T FLOOR PLAN - FLOOR COVERING T -� -' `� _ A-2. 1 2ND FLOOR PLAN -- FLOOR COVERING LARGE SCALE _ A-2.2 15T FLOOR PLAN - PAINT, BLOCKING, 4 GRAPHICS DETAIL ELEVATION TAG X A-2.3 2ND FLOOR PLAtJ - PAINT, BLOCKING, E GRAPHICS N-xx _ i lTIGARD , OR _ A-3.0 15T FLOOR PLAN - REFLECTED CEILING 0 O t:D) _ A-3. 1 2ND FLOOR PLAN - REFLECTED CEWNG L1 - O00I ROOF PlAfd_ _ _ FOR REFERENCE ONLY TENANT IMPROVEMENT 5ETVISION x INTERIOR A-4. I ROOF DETAILS FOR REFERENCE ONLY. ELEVATIONS A-5.0 SCHEDULES 4 NOTES GGTHRUDRBU7A-5. 1 DOOR 4 WINDOW DETAILS BASED ON F- I DATED 02/ 19/07 _ _ -- _ A 6.0 E_;<TERIoR ftEVATION5 FOR REFERENCE ONLY. --PROf'� p A-G. I bTFRIOR I LFVATION5 FOR REFERENCE ONLY. IECT DIRECTORY - + � �� ROOM NAME A-7.0 ENLARGEL Vf"STIBULE PLAN b ELEVATION =K1t LILY _-__________ -_--•- ___ �__.____.�.__ __-- -- INTERIOR - - - - - - - __ �_ A 7.()a rNLARGFD VE5TOULE PLAN R El.f VATiON IOKKE"RZNCf ONLY _ FINISHES BASt CLNG HT. A 7. 1 DOCK PLANS DFTAIL5 FOR REFERENCE ONLY. WALL CLNG. _ _ _ _ A-7.2 ESCALATOR t ELEVATOR PLANS E DETAILS v 97M 8A Bines Road DOOR FRAME A-7.3 STAIRWELL PLAN5 4 DETAILS FOR REFERENCE ONLY. E•+ Maxweii ,ohanson Maher quite 3 - - _-_--- -- ---------------- - ru.ad, otilon o7zza A-7.4 STAIRWELL PLANS E 1/ETAIL5 FOR REFERENCl: ONLY. S ; x + _ - A B B RE V I AT I O N S ---SECTIONS o.� A-8.0 BUILDING SECTIONS fea+Jd+e-rmo rr. SPORTING GOODS '`"°'"°'°' J - A-9.0 5ECTION5 FOR REFERENCE ONLY. ' 's �••••�• • s�...�,. . r.. .�..,��.w, A.F.F. Above finish Floor EXP. Ex�ans°on _ N.i.C. Not In Contract - A-9. 1 5FCTION5 FOR REFERENCE ONLY. a E A.C.T. Acoustical Ceiling E.J. Ex an5ion Joint-- N.T.S. Not To Scale y _ DEVELOPER TENANT 9 -- -- -- - - ARC111Tt, l" CIVIL ENGINEER ADJ. Aldacenf - - E.I.F,S, xteriar O.C. On Center A 9 2 SCCTIO"dS i _ FOR REFERENCE ONLY. � I ° J _ Insulation 4 OPP. p _ MJti1 ARC,f-IITECT� _ -----f�Ite A 9.3 iNTER(OR WALL SECTIONS A ERCH COMPANY DICKS SPORTING GOODS Wh PACIFIC A.C. Air Conditionrn m- finish 5 tem O.N. Overhead_ A-9.4 51 CTION5_ _ _ FOk REFERENC ALTN. Alternate F.D. Floor Drain PR. Pair E ONLY. 16495 NF 74TH STREET 300 INDUSRTY DRIVE 105 BROADWAY AVE. 9755 SVt/ BARNES ROAD SUITE 300 ALUM. Aluminum -- F.V. Flush Valve PLA5. LAM. Plastic Laminate - A 9 ` 5ECTION`� FOR REFERENCE ONLY. g REDMOND, VA 98052 PITTSBURGH, PA. ! .5275 - - - -- - _ NASHVILLE, TIJ 37201 PORTLAND, OR 97225 APPD� Approved -! H.C.F.V_handicap Flush Valve PLYWU.- Plywood _ A- 1 G.0 EXTERIOR DETAILS FOR REFERENCE ONLY. APPR A. Approximate F.R.P. Fiber lass F.V.C. Pol -- CONTACT: RICK REASON CONTACT: JEFF TAP CONTACT: MA KNAPP - ARCH. Architectural T Reinf9rced PRE-FAB. Prefabr°catedr'de A 10. I BRIDGE DETAILS --_ -AFOR izEFERENCE ONLY. CONTACT: BRADY' BERRY A5PH• Asphalt A-1 1 .0 15T FLOOR PLAN - FIXTURE RIONE: -425-869-2640 PHONE: 724-273-3356 PHONE: 61 .5.2.44-8170 AUTO. A to omat°c - F.R.T. � rdant KE(NF. r�e°►,forceme tted A-1 1 . 1 2ND FLOOR PLAN - FIXTURI -� t7 15 FAX: 425-867-1577 FAX: 724-277- 1925 PhONE: 503-372-3601 - __ FAX: 6 15 2=�4 8 141 FAX: 503-526 0775 VG. Averaue _- _freatrd _-� RM. Room A-12.0 BiICI:S ; FITNESS - DIMENSIONS, ELEVATIONS t DETAILS E-MAIL: rick beacon macerlch.com E-MAIL: eff.tarrls dC5 .COm BLK.^ Block - F.F� F n°sh Floor 5.A.T. Suspended -- @ J @ E-MAIL: m.knapp@mJmarch.com E-MAIL: bberry@whpaclrlc.com BD. board - F.E. _- Fire Ext°, _ A-L 2. 1 NII,I= SHOP -DIMS, ELEV., 4 DET. guisher ° Til B.U.R. _ Built-Up RcDf F.O. Finished ening 5CHED. Schedule A-12.2 FOOTWEAR - DIMENSIONS, ELEVATIONS t DETAILS * C.B. Catch Basin FT. Foot SIM.-� Similar- A-12.3 BA5EBALUTEAM 5PORT5 -DIMS ELEV. ♦ DET. 'k' - -- C.O. Cleanout __-------- -- -- -- -- - - -- _ - •��.�a�.an.. - FTG. Footrn3_ 5a._ Square A-12.4 ENLARGED PLAN5 t 4LFVATION5 SEBRING ENGINEERING, INC. CLO. _ Closet _ GA. Gauge - _ S.F_ _ Square Foot - - -- -- - ��••W•V•It d _ A-I2.4A ENLARGED PLANS s ELEVATIO_N5 P.O. BOX IWOLIS Maxwell Johanson Maher C,w• Cold Water G.C. Gen. Contractor 5.S. Stainless Steel - Huntsville,AI.15804 COL. Column -- GYP. G sum _-_--- rn m cbN 06158 (2%)s)1-64M _--- 5TL. Steel A-12.5 MALL ENTRY ELEVATIONS 4 DETAILS- J J CONC. Concrete H.C. H.C. LavatorySTOR. Stora e - ---- - `1.V.A.C. heating, STR. 5x:ructural - -----___._____.___----- - -12.5AMALL ENTRY ELEVATIONS 4 DETAILS C.M.U. Concrete - - A 12.6 GOLF - DIMEN510N5, ELEVATIONS R DETAILS -MasQOry Unit Ventilation t Air TEL Telephone -- -- - ---------- -- aEMERAi CONTRACTOR _--_p ---- _ - ----------_ -___ � A-12.GAGOLF - DIMENSIONS ELEVATIONS 4 DETAILS CONT. Continuous � .- Conditiap��_� TI-G � Tongue 4 Groove� - _ CORK. Corridor H.M. Hollow Metal T.O_ Top Of 4 A-12.7 5WIM DEPT. - DIMENSIONS, ELEVATIONS t DETAILS � MP E ENGINEER STRUCTURAL ENGINEER CONTRACTOR CRs.. Courses !;ORI • Horizontal _ T.G. -�_To Jf Grade -- --- _ A-12.8 NOT USED En EBRING ENGINEERING MJM ARCHITECTS DIA. Diameter H.W. hot Weser - T.O.ST� Steel - A-l 2.9 THE LODGE - DIMENSIONS ELEVATIONS, t DFTAIL5 d SD DEACON D.S.G. Dicks Sportrng HR. Hour TYP. Typical , 104 JEFFER50N 5T., SUITE 200 105 BROADWAY AVE. 0720 5W BANCROFT STREET Goods IN, Inch UNFIN._ Unfinished y A-12. 10 CAMPING - DIMS., ELEVATIONS : DETAILS v HUNTSVILLE, AL 35801 NA5HVILLE, TN 37201 DR.- Door IN5UL. Insulation or U.N.O. Unless Noted C7 PORTLAND, OR 97239 ------ -- _ A- 12. I OA OFFICES- DIMS., ELEVATIONS R DETAILS 1 D.5. Down�pout _. Insulater�_-- h�rwisc CONTACT: RICK 5EBRING CONTACT: LARRY GRIFFITH CONTACT: L15A TER1.5ON DWG. Drawin INT. _ Interior V.S. Vapor Barrier _ A-12. 1 1 RESTROOM- DIMS., ELEVATIONS, t DETAILS D.F. Drinking Fountain JAN._- Janitor's Closet_ _ VERT. _ Vertical-_-- _ A-13.0 OPTIONAL BRANDING DETAILS EA. Each J.T. Joint _ VEST. _ Vestibule - - - HONE: 256-533-6484 PHONE: 6 15-244-8170 PHONE: 503-297-879 I STRUCTURAL , !=-W. Each Wav LAV. lavatory _ V.C.T. Vinyl Composition -- - - Q AX: 256-539-4183 FAX: 615-244-8141 FAX: 503-297 69S? -ELEC. Electricai M.D'F. - Medium Density Tile _- 5-0.0 GENERAL NOTES FOR REFERENCE ONLY. 0 -MAIL: rick@sebrmgenglneering.net E-MAIL: I.grlfflth@mJmarch.com E-MAIL: 115a.terl5on@deacon.com FL. - -Elevation W.H. Fiberboard W.H. Water Heater 5_1 .0 FOUNDATION PLAN FOR REFERENCE ONLY. Q -- - - - ------ _ I -- - _EC�IJIF. Ek,�ipment MManhole_ W.W.F. Welded Wire Fabric 5. I . I ENLARGED PLANS FOR REFERENCE ONLY. E.F. Exhaust F.0 MEGK. Manufacturer W__- With - i I EXIST. Existin - 5- 1 .2 ENLARGED PLAN5 FOR REFERENCE ONLY. NATIONAL VENDORS RESPONSIBILITY CHART APPLICABLE COD ---W- t Masonry - W/O_ Without - ----- ES E W.f1. Elec. Water Heater MAX. Maximum WD. Wood 5-2.0 5ECOND FLUOR FRAMING FLAN FOR REFERENCE ONLY. E.W.C. Elec. Water Cooler MECH. Mechanical _ I -3.0 ROOF FRAMING PLAN FOR REFERENCE ONLY. Throughout the drawings and speclflcatfons, all "National Account Vendors" are referenced by "Vendor - Ml"_ Minimum - 5-3. , HIGH R of � O FRAMING PLAN FOR REFERENCE ONLY. Numbers'' only. A. 2_004 OREGON 5TRUCTURAL 5PECIALTY CODE MISC. L.sc. Miscellaneous Ilaneous a - - 5-4.0 S1 CrICJNS FOR REFERENCE ONLY. For additional Information on nat!onal account vendors, See S eclflcatlon5 ApEendlx A. B. 2005 OREGON ELECTRICAL SPECIALTY CODE 5.0 SECTIONS FOR REFERENCE ONLY. O 5-5. 1 SECTIONS FOR REFERENCE ONLY. ° Vendor/NationalScope Of Purchased Installed by --- NOTICE -_ S-5.2 SECTIONS FOR REFERENCE ONLY. Account Work/Product: by Contacts _ C E O F DOCUMENT INTENT - 1 . Advanced - asewo m° wo , sToc c{room C. 2005 OREGON ELEVATOR SPECIALTY CODE 5.6.0 ISOMETRIC FOR R.EFERErJCE ONLY. fixtures inc. - shelving, lozier, t slatwall DSG VENDOR Mike Gregsten 9'12-2 18-0103 - mit3rCc35ton@advanredfixture5.com 5-7.0 SECTIONS FOR REFERENCE ONLY. All work ,matcrial5,and systems shown In these lans and eclflcatlon - T III .,d, ...,,,�,,.• 2. ADT/Tyco Security/fire alarm systems DSG VENDOR Jim Taylor 4 12-572-6268 Jwtaylor@adt.com D. 2004 OREGON MECHANICAL 5PECIALTY CODE p p 5 8.0 SECTION @ CLERFS OR'r FOIA REFERENCE ONLY. �vwm.a���mcwdmAi Including all referenced national accounts 15 the sole res on5lbllit of _._ 5-s.0 5ECTION9 10e�M� eft 3. Ir<side Edge floorrng material installation DSG G.C. David Moeller K65 I -389-3902 dmoefler@rnsideedgecis.cem p y _ FOR REFERENCE ONLY. �esyO•nMl,Of the lr�ra(�dan _._._ Un0I Geer Cwe�xfs)W nrdvne. 0 ow me Toa amen - - - - the Landlord (and/or Landlords General Contractor) to purchase, 5-9. 1 5ECTIONs T 4. Gutman Associates Chuck Biter cbiter•Qagirtman.com dsgQgirtman.com E. 2005 OREGON PLUMBING SPECIALTY CODE FOR REFERENCE ONLY. .d.sk..�,�.aet�.�e.deK.. hardware, cores, keying G.C. G.C. ,- - �A�.W��� Bruce Wilkerson 6 i 5 350-6 5chedule,and install the complete and entire system a5 shown and 1--1-15- 10.0 DFTAIL5 FOR REFERENCE ONLY, 61661 toYm� caaacwmft - --- _ ---___�_� 000 ext. bw°IkersonQA°rtman.com CIO&W8CAC -D",ekn b the 5. Ovation In-Store Audio/video equipment: - -- DSG VENDOR Jonathon Palmer 718-628-2656 -Jpalmer@oyationadl ai age.com referenced. Any reference to "General Contractor" In th15 plan and/or 5- 1 I .0 5ECTION`.5 FOR REFERENCE ONLY. ndbrdWe,.Yw. Cep f'TR Baler 4 Compactor Co. rash compactor - -- - __ __� _ - DSG VENDOR Enc Rerthmdler 800-523-3654 ext.2213 - eriethmdler(yilotrco.com 5peclflcatlon5 refers to the Landlord and "Landlord's General _ 5- 12'0 5FCTIONS FOR REFERENCE_ONLY. ���WX � Y 7. NUT USED Contractor". Tenant (Dick's 5portrn Goods) has no 5co e of work MECHANICAL -' 8• East Coast Signs Exterior steel sign strict., intenor - 9 p • _977g DSG VENDOR Jim Mikula 2 15-781-8500x 128 -Jm,kula@ecsigns.com - and/or re5pon5lbillty 5hown on thl5 plan and/or 5peciflcatlon. H-I .0 1ST FLOOR HVAC FLAN - mall entrance, C column covers LA • NOT USED - `� -- H-1 • ► 2N0 FLOOR HVAC PLAN -- - 10. Vistawali a uminum sere eon an ru ainwa , - PROTOTYPE r1- 1 .2 ROOF HVAC PLAN FOR REFERENCE ONLY. G.C. /_.C. Wes Thorpe #r 972-55 i-6436 w.horpe®vistawall.com _ --__ - -____ alum;roum window frames. p _ Drawing5 and 5peclflcatlon5 are not Intended for use a5 construction H-2.o HVAC SCHEDULES t DETAILS Z 1 I . Ver"is_ Int,:riar wall murals. D5G VENDOR Dave Martinelli 608 850-5002 - dmartmelli@vert°sinc.com -- Z documents. Protect speclflc condltlons, site utility Information, h-2• l HVAC DETAILS O ;TC I 2. Carrier -� H%ac equipment/ rtu's• DSG G.C. Gary Cc;mella k 901-748-1303 gary,comella@carrier.utc.com H-3.0 EM 11.V.A.0 * 5tructura! de-,ign criteria must be engineered for each 5lte. 5 NOTE5 AND DETAILS C_ J.: w 13. Source One Data wiring, telephone system% __ - H-3. ! EMS NOTES AND DETAILS - BC wiring, paging system. DSG VENDOR Dick Bond (F,08)222 6320 ext. 7130 dabQsource I net.com State local code requirements shall govern. Documents Shall not be z Entrance vesab�le floor mats and - ---� u --G20--0148directly reproduced for use a5 construction documents. PLUMBING - 14. Grand Entrance Michelle [9uehler # 570-419-0529 faxia301 carpet G.C. G.C._ Sandra_G:rgely+'1!888-424_-6287 er el c- rou com P- 1 .0 I ST FLOOR PLUMBING PLAN 3. N��--- - _ - 59 9_YQ s9 P• - -' ___ P-2.0 2ND FLOOR PLUMBING PIAN � � VICINITY PLAN - _ - -1-- AREA PLAN -- _ G. NUVAR Ems/ener mono ement s tem. --- - --� -�- gY g Ys DSG G.C. Rhonda Athey 2 16-682-1337 rhonda.athey@novar.com P-3 0 ROOF PLUMBING PLAN FOR REFERENCE ONLY. � � l 7. NOT USED -�---- _ P-4.0 SANITARY SEWER 4 DOMESTIC WATER RI5ER DIAGRAMS of 18. Rexel/ Elgee Lighting fixtures _ - --- 1-- ------------------ DSG G.C. ion Barr 614-294-62G I x221 dbarr@rexelusa.com /// / _ •♦ V r. 19. 5ensormat°c Electr��nics 5ensormatic security s tem - _ - - - ----- -.--- __ __-_-_---- _ _ _--------- --- --- ✓ / � _ _ _ P-5.0 AS NOTED UGMESTIC WATER, SANITAP�Y SEWER. t GA5 /,f E _-- _ Y Ys USG VENDOR Jeff Dye 440-846-6086 Jedye@adt.com Aj / / i '-� R15ER DIAGRAM---- FOR REFERENCE ONLY. 20. Stanley Works Automatic entrance doors D5G VENDOR Darren Mattson (800) 722-2377 dmattson@stanleyworhs.com -- - -- -��- ✓ �� / --� fir--�1 - CLECTRICAL _ ---- - - j _ TENANT 21. W.R. Controlf, -- - _ - Pre-manufactured switch ear -- x 9DSG G.C. Doug Deardourff 800-417-7543 x238 - ddeardourff wrcontrols.com -e -----------t E-I .0 IST FLOOR LIGHTING PLAN UDE tl MARS�►sa IMPROVEMENT 22. Cornell 5V refront Sys. Overhead loadin daek doors -- -�--- - ----- g DSG VENDOR Rick McMasters 800-882-6773x538 rmcnxasters@comellstorefronts•corn / ' ♦ --� C PENN F--., E-I . I 2ND FLOOR LIGHTING PLAN aP 5� 23. NOT I'aED // -. Q �� -- - _ _ _ -- - _- _ __ - -�N -.-_ E 2 0 IST FLOOR ELECTRICAL PLAN (iF.07ECH REPORT 24. Syrr,nrtryProducts �r�a p� aux Ings/stumps,stone walls/ rs -__ _ _ `- 211 6/07 --- __ DSG G.C. Richard Dowd 800-886-3F2& rdowd@symmetryprxxfucts.com `� ��+ E-2. I _2ND FLOOR ELECTRICAL PLAN 0 25 Sherwin-Williams Intcrror/exterior paint G.C. G.C. - James Geist (724) 933-1900 im I e°=t sherwin.com / :�� E-2.2 ELEC.iKICAL ROOF PLAN 26.- ��al I�andTnyg - --- J.__ 9 t 3.0 1 L! C7RICAl. UE7AIL5 - FC'Ft fFERENCE ONLY. = _ REV. DATE I Dock levelers/ dock Seals { Products/ Kelly DSG VENDOR Lon Whipple 3 15-437-289 I x 17 -Jwhipple@mhpcorp.com �„ _ ✓ - E-4.0 ELECTRICAL 4 MECHANICAL SCHEDULES . Premier Store Fixtures Surface mounted wall standards � ��- --� - _ _ _ - _ A --------- I • _ G,C. VENDOR Stephanie Craven 63 I-236--4 100 x207 - scravenQprem°erf°xtures.cam � - • E-5.0 I ST � 2ND FLOOR ELECTRICAL PANELS - ---- _------- fi---- - - -- - - - _ - ------------- 1 2 . Optic Nerve Interior painted wall mural DSG VENDOR Collie Pruitt 6 14-228-6044 - opticnerveart@earthhnk.net I P •-�--- E-6.0 ELECTRICAL DETAILS -I I I -_�_��__. Y__-___-_.___-_-__ -----____ Q 29. Sanico Company Toilet room accessories, cleaning G.C. G.C. John Sullivan 800-333-2635 x210 sanico s stn rr.comaol,com IST FLOOR - TELEPHONE DATA SYSTEM PLAN equipment E' products J @ Y J FLOOR, _ IONE DATA _ -- 30. �r �-- _ E-7. 1 2ND FLOOR - TELEP 10NE DATA SYSTEM PLAN Passenger 4 freight elevators, - --- ----- �_ _ � - - Schindler Elevator Corp, escalators USG VENDOR Rod Lynch (972) 677-02 10 rod_IynchQa us.schindler.com MACYS E-8.0 15T FLOOR ADT FIRE ALARM PLAN -- i 3 I NOT USEDIry - F E-8. I 2ND FLOOR ADT FIRE ALARM PIAIJ AAJ a b a--- E-9.0 15T FLOOR SECURITY PLAN -32. us omii�c ur�T- urn. Louveredcel Ings or TO ---- _ e G.C. G.C. ��� E-9. I 2ND FLOOR SECUKI rY PLAN LrMnl 1XFdfarn-.- Design prototype I st. fir. F�tt�ng roams Kelp McCall 770-439-.954 I - kelli@cadconcepts•net •- - _-- -� � � � � - __ r 33. NOT USED - ----- -- ------ -1 -- ED P E-9.2 IST FLOOR CCTV PLAN �"' 34. Belden Brick -- - -- �._.q -- - -_--.__-- _ E-9.3 2ND FLOOR CCN PLAN i Brick masonry, then set brick _ G.C. G.C. Mark Britko (330) 456-0031 EX, 1 134 <<�.�;•:..britko@befdenbrick.eom ti � �. � •� � TjI=I�4 E-10.0 SECU_RITY5Y5TEM DETAIL _ )�►►: 35. Vidir Machine - Bike Rack -- E-I 1 .0 IST FLOOR SPECIAL SYSTEM PLAN - USG VENDOR Susan hoskinson rY866-898-4347 ext. 224 Susan@vidir.cam - � 36. National Janitorial 5ev�ces final cleaning and floor care G.C. VENDOR Nancy Cockrell rti877-227-6374 ext. 125 ncockrell@nation coni - _- COVER 5HEET I r�GHWAY E I I . I 2ND FLOOR SPECIAL SYSTEM PLAN -- `_ n� 171 I x 8,3� E-12.0 SPECIAL SYSTEM DIAGRAMS AND NOTES + Q N - - _ - --- �"�� -•� ^ tN` 2 _ L 13.0 ELECrK(CAL OPTIONAL- UfTAll.S til IRT �'� J� • FP 1 .0 15T`FLOOK FIRE PROTECTION FLAN 2ND FLOUR FIRE PROTECT(()N PLAN Krrmirwr„�,-, SD DEACON REVISIONS - 1) # 0 A IN - � I I . I _-'r I�Y� (�I I i+i l i+r 11l�i I�.' l l i� I i:. :,r� � ...u„..-.•.-. _ -.� -::.::... __ ... ` 42 �. lu lull(I Il 1pIU gill �E�� I - Ill�llll!lll�Illlllllllll lulu ll�l UIIWI illlllli Illllilil � t l ' • 1r r++' .I�/1r.Yw.sw./�.wwe.w��iiro-r.I�urV`N:,••:.a •- 4 1 SIilvlRl7•. •y wM....:M.M•,.'1!!1....!MN.�..wr.....4.Sry�•..1.Y.Ya^a1,k�IW.fiti f.y,a.lyy..ay.w.vi.4.:n'7+II� G i '� .-.. -..41....y. '�•. .: ..w'uv.,s., ' M1W�,MIyM•I�1. ,x •. '- -+••y • •a.-`�M'+FRx.tllw .fYl/!• w.-+., ..r.-.-..... ..a.a.✓.w__ .a 4+ta t...�..� .W. YanlJ�yy.,rea. ,�. . �.a..a.-_.. ..• •.,••.�r.:f6,s.M•+.YWI�A•iM•.•...�y.r,awWoe+wl.M/1WW,.IL +'Y1..1wM+l.:K.SVM...1. - . r - is, ..... .+e,w':v1T�.M�.'MY.'...T�,1±•....., , Yr- .M,,�..:a. y.���. J t t� A B C D F E F G �. H K, Q FIRE EXTINGUI5HER NOTES FIRE tX INGU15htR NOTt5 150 5 F MAX FLOOR AREA fOR EACH flRf fJ(TINGUISItfR INFO"I ION BA5tU ON INTtKNATKAM flRt CODE KEUUIREMENT5 I 75'MAXIMUM TRAVEL UISTANCE TO EXTINGubmtR AND NEPA 10 ft*AN ORDINARY(MODERATt HAZARD)OCCUPANCY I I F A I I !,500 50 F1 ER UNIT OFA I LOCATKAIS AND OUANT!TIE5 A5 PROP05fD ARE BA5fD ON NFPA I G. v i 0 MIN'MUM RA1tD tr IW;U15htK- 2A-105:C VtR)r(4 COORDINATE f"WANTII Ifs,LOCATKH15,AND ORDINARY 3M0�MAXE)�D SI Ob t)TO fU115NGU15!1TI ROTAL fI Tt E I[ING LOCM JLIRISDK7ION i I I I REQ URTING0SttER RATING Rt RAM(X5TAUiKt5 U TO MAX,TRAVIL g51ANCE 2' TOTAL FI E EX INGU UlSf5 5 = 1 O ALL FIRE FXTINGUISftf RS SnAu ftAVF A GROSS Wf GMT N01 TO 20DI TO fXTIfrGLXSrtCR- fACftO 40 bs AND ARf`O Bf MOUNTED ON MOUNTING BRACW5 f 50 Tf1AT TOP Of UNIT IS NO MCrRf MAN S-0 A F f_ S OCK _. I I ` REQUIRED WHERE MRGOM ELECTRICAL EOIXPMtNT CAN 8f 3 r E's ON REAR SIDE Of COLUMNS AS Sf1pWTi F0f1f UN,T IWOIT MW'OULD�QUIRE A NONCONDUCTING -----r- I - - I I PLAN REVIEW DATA ` I I -- I Cada B .519 0 me rx goss sq�we - I 1 I 1 1 Aypkalk 1 I I ` A, 20(H strtctwal ffetau saY:sync 1 person pa 60 sgwre f �e9 x Y ca de 30.956 sq It"- 516 otc*a,t5 j I I B 2005 Oregon aectrral spacAy,wde 2 Once space I person PC 100 feet C 2005 Orc pn aevatur sptcai code �?sgshJ 100. 15 acrrante D 2004 c kupn nladlaxra,sptxalty tads 3 Sftrage and etact roarap-I Pd'c+I per 3u0 sq,are feet E. 2005 0oep,paanbrtg speculty code 5Wd.217 3.159 sq N f Life safety Cuoc 5tad?314 230 M.k 5q It G I Ia Energy Cuecroi Code Stott N)(4 Ormal 54 i4654 It Total: 3.687 M It X.0-#--y(arrow 3.681 .81300- 13 ! r 1 d I� - ; A. Grow M Meruavie(3(B I) Total sa:ond floor ocapat5- 751 occu�nts B Group 52(31 13) �Y' C Zonary Cwwcabon Ste Specht A_Mnftp m~a acts:(1003 2 1) H.C. 11 p� Note MWJ Occy arc,e-5 V the mpom a rtu xWA 302 3 2 1.fat Aoor ocavart Iwd(url lai• 1,206 ocapanb=4 W5,mn 1 ICHG. tVYt. I I 5eyaated Ihn Alo"No`eNersa a 5Wc.Ramo 2.5ecord fluor(raw"Tow-544 occwmtb-3 ems rwr~ I I a COYANaiOr !,,K B Kmoo a acts Provided 4 1 st floor.3 ?rd flux i f I I I I ul 011 C,M"wwn at 111•eyoed(fa k 1003?3) A ItB(Tatalc 6011 W, 1 l.5txwyr 0?xr-Iles per Pasco ! CHG. RM. I B Pre:Re55tance Regwema a(lax 601) 544 occ pant.0 2- 109'a regwed starve►a,o I I I I I I HG. RM I\.; b leled rro�e 2 F�noor-5i.206 .0 15- IDI•d rcatrea,,tor medtn ---�-- 1 _ - *A- Scam floor 544 aapat5"o 15-ear a regww door rdtn ----- - - - - - - - - - - - - -- - - -- - -- - _ - -- _ -- -- --- -- - -- - - -- - --- - -- - ---- !xterr.r bung wlb (ser'see 60x)re¢'s betav ohm fztertw non tar."arab ("Tape 6021"C45 od mal Ohm' D fd aadh provided I ' 3.Interior k".an U xAr ISA 1.5tawwaYs 3 stars•54'W- 161'tFovedr4 1 \ 4.Co*mtiVe mutants Amw PRT 2 Fret floor doors 266'of egre»avotn mtvided • 'I 5.5tnvcturai Nm 0 Kir NIC VII! Scam ffiomm� 10?a egress rdtn wo de4 Z 6.flan ohm NYC a sat _ I I I I I 1 I I j 7 Rah 0 haw NIC A Sgaratlon a fits Al bast 2 cots shay tar Maud a defame apart eg w 8 Shah a+dow)e(70'4) 0 har 1yC to rot rase than ear ft cup a ttre ow"'n acct da"dml,50, i"'a orYo f Nu Rand floor t l.yrrl� a tl�arra(Kr1�5eM d(1�,[2 I) I I I I I I I 9 fire Wal(®adycat mal) 3 ha.5ee Tible 705 4 3 Tar ti B Alaemarm tr1.t1 ys,arrce 250 fed Ilatx 100a 2 4) * ^+ T 10 Stars I far I oar ix On1er Me sdety ra.,dertun R 3 0 IT I f rare Resistance rating regt'5 for Extenor walk A Stars 1 fat mlowes marc Um 1-tar lve upiawAr I EXI f 4 , 1 � e I (aaxd an fire 5epera�Kx,dr5tarr.,e B fecautae>har rot be usad as a req,mea �aak�005.39)2) � A 34" Of EG' RE 5 I I I I / i -- Tate GO? C Each area a-e*stwl wed to aL zermx.date one«Iee�err Wacml E A Greater nun 5'I i than,a I frau C I I I j I I 1 lase than 5' 2 liar 30'x48'br cull 200 a c p.ts so veil bar nut eat('(W L2 13.5.1) 1" F�E #7 F (� WIDTH I ____ 1 # 1 1 � � i � addition,a two wt'ronwu.ctan.s rawrd xi Ere cru a reArJr.math A 5 PROVIDED I / a } Greato w to a O Iter mAructam"W as mquarm 0 003 2 13 5 3 uv,n r 1003.2 13 5 6) -- Table 704 b Mawww arc d stator rtl operon; D Mmnnun aaesstle stawey wtn,M'(1 003 3 3 11 VV77 Wlllnted Math mpartar peter van MY P Mmm o corwor mco 44'i I(XA 3 2 2) Greata trap 25' 70 % r Dead aid armor --- - - -- -- - - 2a momun l l 004 3 2'31 - _ -r--r_ - -- ----- - - u Greater tw?J-45 s G Dtnr tku midth 32'mm%,n 0 003 3.I I Q own" Infer"Insros(Tale 803.4) AI I 110. a•+.a i 64" .. - - -. -_I � !t t Greats torr 15' 25 i � � A �JI Greater tram 10-15 s I Vat"tett'I'mognm rs C4»B O i STOCK I I I Al .� I x { i / I I 115TOCK ---- -- Greater thy)5' 10 % 2 5t Acer Cmrtoom Cuss B �.8 - -- - I -- -- -- k , el _ t ® ow 5'•0 3 Rtrrry t=aw Spaces Ca"C I 1 I 4.Elm Fmehee Cw 11 PLoor fral matenala met with Y I T N.M181/�01118015ptem DOL ff.I arm test'(804 5) A.►VM Wirlaued(903 2 6) X. Cowed Mr Wwap sent*,402 F tltj i A ` I B Almrul Parr Amv.systn"at equ"ed for G o p M ac canoes(907 2 7)Ide A 402.2 Nriar&A" me»+l•fia�rr r • �f e� A } I ifE tato 500 orcW&I above grade am&5&wge or 1 Idly epnnNved B 402.4 3 1 Anew ardrvp met im code fimmt march d egret,w+c 14, : y�'� d V(` i # C 905 3 4-Covered meal 1 ear crud wbmgs v all x equ ppm th ougro rt math t"an nuA airy e pats i rlanatc ret sm*w 5yuem C. 402 12 1 AWI openmq•,do rot regire prottcta,,bjii TauM', x All D, 905 4 1 ,2,3,4.1 5 Cuv fire Wall S A '•j I f•'�" v t ( tarrafmPe fife convctrms D 40? 1 1 'wirty Gales aro doss p p V arm"N flerflt and Area E 402,1? StadM pewee••ger fo ar�ge rt'v xd alarm 5ystan k r'""t ear .�t.ct tb- 1 CORK) R, u..r CaEKd MA .gnyrra,.df rq�rm " The E #3 A AAa.dore 5 stones, (Table 5173 d 504 2 mouse) f 402 13.Fmergc%y vocd Marry Coma systar C vc=Mal via.,,,rima w ou"rare - ilawd to ,dun B NKmwbte Mea.urmrxttd Mtnded space s N4'sprxiterrd 1507 31 G 402 14 Fl»tc sry,'mvLtan-Cowered Mau -rnawra err err,rr.,*.rt.+ _ 10t __._ I _ tat 402.15 fire DepxGnnt atcem Lo equpnem Cawed Mal "r 5 -- -- ? w�-- so _ _ -- ---- - : - - --- VI.Oc zlPat land(Table 10032 2 2) 1. 1003.3 1.3.5 Non App,ratae Mal tmtry a not a Mens a fgrc% A.Mlmbry fatare aWyse(Chapter 29) mem)01 06 158 1 '• i ELECT. RM. A.Fast Poor 51,646 mtendr qmo%#we Tddtage A Ocean t cad � ♦ ® I Relax sales space-I person pa.'U square leer 1 I,750 oreuvams(875 mule,875 lemule) j 35,633".`t130- 1188 otcxpat5 B M"no futures I reglard 2 OAru I 100 ve Leet - 1 -j I - ELEV. I �, 80 ItJIIOOC- I I Maly F E #2 ,\ I ) -� _ �- I- T I - ,' ( �� i { sq It a 2 tains(1 waiter I au a)(!la ear"50O m+ks) j 3 Slxa3e card stack arvml5 I�er fon ear 300 square feet b 2 lavaran(2 for 750 fres) (J 10/0' y ` %36106 4,497 sq h 2 femte (I41. ( T ' f . /i� I1 Stott I 1 1 262 sq it a 2 toilets f 1 for each 500 fewlm) � ! I- L K`('� CHG. � � �IiG. Rltn � 'i ��_ I 1' I 1 I i � 1 1 Stud 109: 534 sq R b 2 Wtanes(2 la every 750Ima1csl 1 j 1 Stad 123 120 ft ►" f- �'(P I ,�qy�_ I I i AIV 1 I \ i Tutt 5.413 M.R. 3 Drola y loutaa each 1000 cu�vatsl ✓ r car r 1 I �f ( j 7 I M I 5,413 sg RA00- 18 ooagtlts 4 5mwe sorts i,_.) Q i m M EC r�. , 1 r Total N!t floor ocarpnt!r 1207 a I n geared, I prataed ,J �" • �.', , `,�,." i, � � _�' ' , I _ I -`[/ .,1 „ � ® �1 � �� I� � C rath a travel,hall not arta 300 rr 129x)2 51 Ii " I I ELEV FIXTURE LEGEND r �I I ( ` !000" . ,' ! l li i 00 BATT ERY BACK-UP EMERGENCY LIGHT (� r4 1 f _ C71 �- -1 u tot O ( � - ; _ < ( 1 IaaaRACK 10 ME RACK F'CNDANT WALL EXIT SIGNS CHG. RM. CHG. RM, I I I Mf)11N1CD MouNrro {IID l a rmr VICK l a eine RACK I I I I I � FIRE EXTINGUISHER- !1/ALL 1v10UNTED 1' "CHG. -- d 1 a BIKZ RACK I a Bmf RW:K FIRE ALARM 5Y5TEM, !10RW V15UAL ALARM STATION rT r 1 _ o I - r - I I // �\ I 1 I \\ I FIRE EXTINGUI5HER`�- COLUMN MOUNTED-PLACE 5ALE5 FLOOR I I I I FE'5 IN51DE WIDE FLANGE ON 51DE5 OPPOSITE AISLE. ` _.. H.C. CHL RM. L _ c 1 I I + N ra..mlt erub.aN 9y�1Er,f slow n H.C. CHG. RM.HG RM H(, I # I pan aw,p.r.l ► fti"As WALL LEGEND °dft�; LaivII Gercrr Comnctrrl to wrhw, r : , xMAk,md metal Ne cmwwe and mere ( _ a--_- -_- - - - - - - -- 5/8'GYP. BD. ON 8'(1 G GA) METAL 5TUD5 ® I G"O.C. �"�' -_ - � ' -''. ..•1 �- - -_ , _- - ` ` M C LadYr�lr lahi;Awv Gana/ ' I � W/G" BATT. IN5ULATION AND 3 5/8' BRICK, A 5PACE, pw�"�rrrd ,rakat�•du-wtAe AND 5/8 EXT. 5HFATHING ON EXTERIOR 51DE - FIR5T Coft a&Ue'enat(TTots 5""Goodsl 2.9 t FLOOR m ro 5cgee d mat arWa rnraetmlly, Lr - I \ / l yarn rn nn pan aWor el'a hutnn 1 4i . M. �j Y �� I r I t 5/8"1 BD. ON 8" N 6 GA) METAL STUDS Ga' 16"O.C. CORRID R . , ,� �, 1 { j� �� f 1 W/G" BATT. INSULATION AND 2" E.I.F.5. WITH 5/8" EXT. F_ " _.,__�______ r ST I `� I I t e' i 5HEATHING ON EXTERIOR 51DE SECOND FLOOR LH 0 5TOC Ijk ; CONC. RETAINING WALL TO GRADF. Q FE # I % ® , .� SAOJ I R '1 f �� l I - (�f I l i I HR. RATED WALL: 5/8"TYPE X GYP. BD. EACH SIDE CIF t Q G" (20 GA.) METAL STUDS C� I S' O.C. (UL 465) - � � pC SEAL GYP. BD. TIGHT TO DECK ('� Q 2 - - - -------- -{ - I -- -- - - - ---- - --- ----J L _ s I J I 1i I I c 1 1 I '� � �J �tCZ A�� IL - N 1 TAI ' I^ , 1 5 R.5 r II I I I ' ® , �`! t__! I N 1 I 111R. RATED WALL: 5/8"TYPE X GYP. BD. EACH 51DE OF ,.• t - 1-- � •"' I � - �. • � G" (20 GA.) METAL 5TUD5 16'O.C. (UL 4G'.i) - QF� #b ?�'`f -j �� ,Lt�a LF7 D v B I tLF7 D t SEAL GYP. BD. TIGHT TO DECK TENANT _ STAIRS Tv ( 'Irvf I Irv] 1 f + r IMPROVEMENT E #5 � ® '�1 I - I INTERIOR SHAFT: I HR. RATED (U.L. DESIGN No. I - I U4 1 5-SYSTEM 'A') 5/8" GYP BD. (EXTERIOR SIDE) AND I" - SET LAY A WA. l TYPE X' GYP BD. I-INER PANEL (INTERIOR SIDE) ON 6 (20 3�2(�07 L.P. r --------- ------------------- - L IETJ l I I ITvI - GA.) MTL. 'GH' 3iUI,5 (U.N.O.) Q 24'O.C. MAX. TO _ I - - ® - - - ® --- - - l - - - - - ro --- -- - - REV. DATE I offffmImmi METAL DECK ABOVr. T^ - _ - �- --- ------ ■ ■ w ■ ■I■Twtitl Z HR. RATED WALL: (U.L. DE51GN No. U493) 2 LAYERS li[EYIBLILE J 5/8" GYP. BD. ON EACH SIDE OF (20 GA) METAL STUDS r}I -----------i i- -- -------- -44 I ---------- --T4+1----------� ® r----------- -- --------��-•------ --- 1•�- --•-----•� @ I G"O.C. W/G" BATT. IN5ULATION ILII ILII II II II --_ L� ------- ----- - ---------- ---•------ - - I�I _. ... I I it l'J--------- I j/r I ---------�-�1-- ------- ------ ---- --------- I i X BRACING - ' '� _W l - O EXIT 3 34" OF FGRE S ------ ------------- EXIT 2 WIDTH PROVI En 34" OF EGRESS - Q YEXIT I _ WIDTH PROVIDED NOTE: AL50 REFER TO -NLARGED FLOOR PLANS, INTFRIOR SHEETS 4 A-9.0 SHEETS FOR I G4" O EGRE55 WALL 517_E5 4 5ECIION TAGS Q - WIDTH P -EXIT �_ P PROVI ED `� 3/32" = I '-011 &L-9NAE3102 = I '-�" I I LI i=E SA ETY !�EC�EN DI I I I ORTtt I I�,�„ 15t. FLOOR e I� DIAGONAL 015TANCE = 345'-7' PLAN- LIFE MAXIMUM D!5TANCE BETWEEN EXITS = 278'-1 O" 5AFETY a (GREATER THAN 112 THE DIAGuNAL DISTANCE) N A A,5 F3 1 I C D MAXIMUM TRAVEL DISTANCE - 172'-U" � � 53 L ISO "� w www•. KFG'rfiere H 4 tlx:NM' .,nr. P "'...'".. °ra'r".-• � .:,x-,.«....,,x"«.+•we ._ .-..-...... ... _. �.-• ._ .. fir'.... .^'.1w At�I .� r.,.. �nn.� .,r�rat. a,,,.,x.. .... .;x-,, ?h '!y� y,9�w7. ,.w� .. aMlltrlrmi?wv .•sMrl�'t .w•,f"•,-,.o+'wr+ *x:m!srmaemn[S :.IRS u^.•t:".,Rfrl1'!1F•�++:^ ,+r_. •tY'>r..w/T ' • . rlslMs^ :_ ,R u,.. M ,,,. ,.. ......• •-,.. -.':.....r .wi?'.i ` ,v. .:.,...,.+r"Fa.Mfm+• .,.. rTT IT r TW71111-1 � T � i ilTil i I � � 1111Ill1 I ''I M __ Ul�il ' � llll�lll Illl�llll. , � ;; • • ,,�; _. a " r+..w•wv«•,war.".-... c..++n....a.,............w ..-,.r.•......".«.s:,r."a,..r....-..r•"u....-..,.....,..,..._.s...r„ ...�.w••r.:w.rc_,,....,...r.._.a.."I.v..•_.».. _ .-y�...,ra...,......r........... ,.�.........,.n.+...........:.........d.ii.•.ir,,.IMW...r. -...�.,•...,.r.�._,..+a.,.... ,. -v.... ..,..-,._. ...__. .. .. _. .. .,.. .-. ._-- - -- - -. - - j:',... - .�a-, «.....»., _,. ..�, _,=._„�.;:. .,,.�... ..«may-,:rr., _,,^.•rUimr^^w•aru.r,vc.+w..rr+a;.amw.�-�y::.«+.i"i"r+tid4M,�-..+..1'...4 M«,.srtN+.as_.,wrw.«w»..,:sr -w+.-`---..a ....�.«vs.a+um.•.=.,,.,e:... ..w.rr«.r.---_-..-_-- .,.r.wrraa.Tru,a,firs,.s...,.wvcrrti..,...w..,v,... .., - ilio- �...«.wn..«r- ••' Y ,•Ile l' ' `, 1«S f e. c. ?FF FIRE EXTINGU15HER. NOTES --1 FIRC UTINGI115hfR NOTt5 I 1 1.250 5 F MAX FLOOR AREA FOR FACt1 FIRE UTINGU15t¢R INfOKMATION BAStD ON INTtRNATIONA I X COX KtC"KtMENT5 0 75'MAXIMUM iRAVIE1 DISTANCE TO EXTINGUISHER AND NEPA i0 FOR AN ORDINARY(MOG`.RATt WARD)OCCUPAN(,X 0 1.500 S0 fT PER UNIT Of A 1 �;�AND QUANTITIES AS PROPOSED ARI BASED CMJ NEPA 10 I MINIMUM RATIO ErINGt""fR- 2A-108:0 VERIFY 4 COORDINATE f11YAL QUANTITlf5.LOCATIONS•AND 1U NACrtr•NT fM CA A._55 B t&zAKu5 i I ORQJ ARY(hKVKATQ I1AZAitD I OB EX NICAAWR WING INSTALLATION Wllrl LOCAL Jl1RlSDIC?ION I I KfOUIRt5 3047 W.WAAL DISTANCE TO t)(TINGU15hfK. 2 fOfAL FIRE WINGU1511M- 10 r { 206 0T(NGU WR RATING REQUIRf5 504Y MAY Tr AL D15IANCt ALL FIRE tXTiNGU60tR5 5t1N1 HAVE A GK055 KlGrir NOT f0 I TO WiNGU15rifR. txcffU 40 Y» AND ARE TO BE MOUNTED ON MOUNTING DKACFE75 MR YIRY U1511CR 99U a 0, frCMNT tOK i A55 C.rAZAKn5. 50 THAT TOY Of UNI 115 NO MORE'THAN 5-0•A f I. REQUIRM WNtKf tW WTD ELECTRICAL t(XMFMtNT CAN BE I I ! t I { I I O COUWKED TnAT*JULD REQUIRE A WUNCONDUCTING 3 PIAIX 5&f5 FLOOR f t-,Ok REM 51Dt Of COLUAIN5 A5 5HOMM I EXTINGU15itING MEDIUM PLAN REVIEW A R V EW DAT 1 Retarl Bdes warms 8 0wo -- - - - _- I i �'I>�9 pier 56 �ir�t°dag` .__ .__ --___---_---- - _ I A 2004 5trtatr 5pcc,at B. 2005 Dr�manciii W ?OR"sure I peroo"pa IDC lglwe� ' s C 2005 exaor 5 xc•,pM5 D 220(004j4 Ckegun meaw<ji*vo.ty code 3 Stock tad uad rcxma person�300 b%we fea 5 ariu)or ft i G Ir4arfx"fna�orwrvA"Cy ooe `+tad 232 Y 230. 75 s3 R I f Life 5akty Cour 5tod 209 305 sq R I I %od(4)0 DreW 54 I,6 A h I Tata 3,687 5q F 1 I I I I I I I A. Gwp M Mtrunbr(309 1; raw sera d hoar ocwpax5= 751 u_ 3.667 ser`•IsU(,- '3 oc:na,! B Gay 5 2131 1 3) VR fat Capacxy C Tara GwxArnan:54e 5pec'k A.Mr~nanbe,cal cuts (•005? ) Note Mrd lkcWNIC45(x dr.Pirpox d ate,adred 302 3 2 t frX A"rxayat KW(ca,"wj= 1 266 w pant!•4 a:5.mn 1 ' Nay cFasted Uxs Mo"No 5tpuxon d 5toa Room 2 Sec",Toa L Lwad as=544 ore„paf;=j a,! I! IU Cavltn eta"lyre B Nwrber d oub prwrdw 4 st Fax.3 ?v rbv ryeWit) )Requrement5(lair 60 1) meow 54 oGawm S,�-I pow 1003 rcgd xx«e+wan - ---- - - - - - -- ---- _. ----- --- - _ - - - ----- -- -- C k lAdd B Fwe Keyrsta 2 Dooms.U 15.rchn�p�son [bra Proadre fnttwa 1.206 !,015= IaI'Lj urrvaovwAtn L �- T \'T`J✓1 I Gtuur beanrq w5 bw Tape 602).cqC: brut 0 hour Surd floor-5M ocafwcs.0 15.err d•egwe i carr w r. [Aa,or non-wrv4 wab f5w rabe 602)regfs blot 0 how D tat wdtn prorsad 5 Intern bearay tris 0 nw WA 2 Emit ays 3 ws"26a6 4 �» 62'p wInwi 4 ICoi*e 4*PACk* AVOW FRT eget watt•oroaard 5 5tnfewa frame 0 na,r MC 5&"floor ao,7s I Ur*egess rdth wow,urd l I I I i I I 1 6 Fwtn O ho,/ V&I Arraryoeat d f45 7 W5 0 how I I i I i 8.Shah m iw res 1707 4) 0 hair A to rot wYs a an ft*wxom co txitt. At raft?ent5 Sheri x wcrd:u•stare sp..co r r .r +466 'e'en d Me mamua•awaaa aAgora dwrrnor, ap CG No R"A Floor 4 c", d the area"serwtd(1004 2 2 11 B.Manaew:tar d cave 250 fart x,e'004 2 4) r4 i I 9 frte Werk(0 ad,acalt mW) 3 hour See Tile 705.4 3 Ifar R 10 Stas 1 par how III.Other Me salet cor,aderations .� '^ E r/ / %i /.• / `/ % /i / / // / %i /f%/!/ /f // %/ // // / ! / / '/" Fre Res,etance rats r 5 for faterar walla D // '9 A Stan 1 Ea4 atx,swm, mmum hw Me 5eyarauon RaAe 1005 3.2) E E �.���( / / , / /,/ based cx F t seperaton dntarfce "'a be uxa y f! / ' / / / /% /'' /% ) / / ///' �i /'I / // /' / --• r `//' / / , 1 "Y' D.flufMan of a eq tea means d ye»I I N/3 2 91 Q law than 5' 2 tlor C Each arca d reAye Sheri ht sued la at o•mfatt OW«hMchw ipacool L _, 1 / •f /%/• /` / / �/ / // /'./ /' / % /♦ / f//'/ i // ��� /, %' /� /�, j'/' r.%�' '/// Gate tIw 'fen to I 30',•4&b tads 200 ori parte wed by Wt a►f I W 3.5.1) in a E 5 an (7 nor /, / / / ! ,• '' / / / / / / / //,/ ,f.• / i/ i ./ a tai vy ramfnrrJte�^a rcq.rrd r IM ata d reksre wtn 3 2'3 5 3 1003 3 S - _ . Grrater a rq to 10 D rtour 1 f,i Tat4e 704 a Mammon area d edam,MI gawp f Mrwwun x t�ere rtwyrm / tr r"oa• - - with 144'(,003 3 3 I�� Vf1 / sNrpy 1 _' U irKtti rth separadu cater tNn 3t7 Mno wm Comwar adh 44 1004 i?2) ' i L) i 11 , � !• �- _1 as r, 0.f r! � Guar than 25' 70 % f ..4 i 048 afd candor 20 Sunalhan(1004 3 2 31 . r n r / Garter dun 20 45 t r= FITTING CENTER ;� ++, I IMUTATOR ,,n C'�ry I I / j`, G Daaaturwdth 3rww«..n„(J03.l.f,u. W LF dI ( I I a Z y. /�% / I Grata Iran 5' S I.ptOfor f -, I I I S.a1� , / I Greater than 1 C i 5 s .fibers rrabtr eo3 4) O Q 11 n1 �r Tr `• '" IT " i/I,/ Grater C on S' I U i I Vent/wt,pa%me,Ns-am B �` 11 6 r kl Y� (•�.`` i ` / ' L.15 ttw 5 0 t Cuss B `) r T- I i i / 2 tAl A"L."Coonaon • t _ �� Mtto w - -- ------ ._.. - '-• -- ------ _. ._!� L. 1 ) ,- i I ,%j IV Err Suppre55on`lysttm .Fkfa t nucmar."Ent rayly•'n r� -c 3. sc�ofed SPace! Gan L y 4 heirs Cir»I' taxr hrw,t > /?3 I �'i ( ./ i DOL PF 1 pd test"(6N/5) (' tw+w J e •t' 9 ,1 .' I 13 I �i/ / / / Y B tMhaLy ed(903 2 6) 1( Cowered MW N same 5ry-t+x 402 J ) - a . ) / /' / Arm 5rwrf hat wpred for CooW M occupa ct a f907 2 7)lem A 402? Amer"d 7< F•- p� \ k' ' I I ,! ,� j . / / /i Nun 500 arc MtB AMC air.ax dncWr x Y f cat M 5 AIRS 11 J+ 1 i� •r) w,'•,s whif{ Ifr .01 u., / C 90534 CAe•dnuY Ancho d 34IT F EGRESS T I n „ I w ? X B 402.4 3 Ivt n„r / /c,rwws' awAsgS>Nu de[i fnpped troayho rt arth tM II +waepernalt mum egrr»our' WID H PROVIDEDWMA.11 NSA aar■■etfp :K i .. s r I /,/ D 9D54 I _ 'i I I-- DIM I Aurwtt we stmdprpr symo, C. 402.7.2,1 wY do rrx { I+ � aleni 7 rerMM P txecto I,yet lerunts y • .2,3.4,45 Cu»Isfat 1 NSA 1 • • G, /�/ Ppt hV,e r.rwrctrwn Fre Wall Yt , �;�]�� I _ i I I /, / /�i D 402 1 1 9doAy GAnma duos rwxlnN 'rrc f R 1i t 1�) r��0 1+Ii.. 1 I / %/ r Y M wfrrq me ijk.�d Mu E. 402 12 5tV*y parer•wa for rrncrgaw.y tam M&A" (.owe+rd Mau air papp a ue.crrtn rr i .+.M ' •'_—. ...J �'- - - - I f •//• '/j•/ B Allmm&e Ara 402 13 Cma re►'rrWu.n. or oft IJVr._.._ ""' •.�. �M --4{+{I 1 I -..^. I `-,��..r� �� 1., 5 canes, (Lahr 503 d 504 2+r�tasel F. VnCY"acd AN"COmr �i M Caw,d Mal ray.ovrf uw ours_v" 5 - I J rfdira '� A 1 • 13T Tr i esu aaG4e1101 ' + a.• 4� S I - P^a'd'•d spares lush 5+wwlkiimi(507 3) G 402 14-Antic syn W,i:Jtiom Lowered Mab n,raMtla N aY.*.4-04 r If SHOE STOCK l(L4J ;niers if-fm J 311' iI ( _w_.. - .^ » n air,. W s r k I r I _ T / I. 0 2 151.3 DeartrM xz,-A h M (Dwm%li Ma tl a!„ r J7 r r } + Appwmoe Mj6 fury n,rx a Mean d -- ir.T'�1 1 1 � I b' �t I+ V1 (�:upant laao(iahte 1 W3.2.2 2) � I^ I ;_I _ w t' Y1 A F-rat float 51.646 mteror y wpiare lar%agr A fTl Irl OI7M 06 1 SQ F E # I //; / q.RtntYf,y Fa4re arullryq(c)flpter 19) -FE #n e�Ev. rocK Ot�,Ipmtta,A "S ..r _ I ,�; /f Ria+salts space-1 Irennrf pa 30 5gwarc rut I 1.750 oca►aRs Ie75 iR*.875 lanes) tt ! 4 I ,J it # F E # ® / 2 pure space I Fa or 100 s4ure feet I MAC rc�wed i Y f I I ® 35,633 sq R130- I t 88 urn psKs 8 Mrrman fALMEa // 00•,q ItJ100- I orc wets / a 2 ta4d5 I I rater clvsd. I r tai)i'for uch SLE)m+Lt'if NLI n z i b 2 INAonn(2 b ro"750 wain) N I _ //// 3 Skrsge arN stool rwm person pn 300 a feet rrtf RMi 4 I i ♦ /' l / 51od 1 CA v.497 s4 R 2 Fewule 5tca I 1 1 262 It . 2 tier(1+a ext 500 ranales)5wit 109 m Stud 123 530 ser, h b 2 lwatanes(2 b ewery 750 feeutie, ak I I I I I I � i a 2 total?I by each t 000 ll y I % ! iota 5.413,q t 3 tar to m t� _ I - �.� ._.,i `:,:. r I? r 44A V �E>'� MGK5.413sqILj300- 16 on, anN� - ,_,3� UNt•.H RM. '/'f% Total hnt Ibu occupa"[5» 1 Z07 � 4 5evre� �p I �� - ! I• ..,a t» _ I t I I ;o r `. C Fath d trawl*WI rot errCeed 300 fret(2902 5) 111 ��� � _� � .— 000000 � ,ECFV. � �a5�f� ' J 1 �� 1 Jw - ® � � I t � /M NXTURE LEGEND `+ J _. _...----- —TV I -- -- __ _ .. --- ' - :,fb-am-� - ——-- - _ - — - �../ - — — _ �(�UNT RM fR, -■. P EMERGENCY LIGHT zt>o BA BACK U - CORK [No 'nNC tot , O CORR. PCNUANT WAI-1. EXIT 51GN5 rr Z — ;n ® �tr� ;,��% MOUNTED Mt:rilNffD i I ( TO MGR _ I r , I_ WOME ,� %� • FIRE EXTINGUISHER- WALL MOUNTED MEN FIRE ALARM 5Y5TE HORN/ V 5UAL ALARM STAT ON : : O y FIRE EXTINGUISHERS- COLUMN MOUNTED-PLACE A n •"� �•, ® '%.,:, f E 5 LES FLOOR 11 I I I I II I » I // • FE5 IN51DE WIDE FLANGE ON SIDES OPPOSITE A15LE. ,,tlxxa�xxx1� f ( N.n+t,rfateroh,.,tl sfltse fNorr'r, I- 01ST. M}�6 Item fwm 03 -- faal — 4e L 1fa�1- e "ata mi owR dr m»_ ._...._._ - _ ----- ..�- __ —_ -_ ..� ——�.— - — _, ! Ir rY d the Lm%Arrd(mwlor -. -- ---- �. _..�—r-� _ h.fl 1 �� WALL LEGEND %taAk5 Genera J;at.ado) a rrem — _ ,� . _ __.. --• R , ,d,rd4e.+w:nftat nr ca'ryYlte aM awe i--- - 5/8'GYP. BD. ON 8' (!6 GA) METAL STUDS (a) 16"O.C. >�,BBrnwr.er,ar.er,c.a A^r 2.9 '!"1' _ o W/6 BATT. INSULATION AND 3 5/8" BRICK, AIR SPACE, pwm%N t°Y, ,e*„toOr - -- 1 ;�I AND 5/8" EXT. 5HEATMING ON EXTERIOR 511 E - FIRST , ;_ ' I R Po ,•J I � I I�l 1"--i � e 1 t r x .v'r n x�rt �I I I I I-E #V FLOOR s Iforosc4ed«a+ �y I `�Iq/� 1 i� I 1 s urn an rdy eveuhuno �' I'_ �1 t- + i I ,,, . A--;D - J — 5/8'GYP. t3D. ON 8" (1 G GA) METAL 5TUD5 @ I G' O.C. jMI W/G" BATi. INSULATION AND 2" E.I.F.5. WITH 5/8" EXT. SHEATHING ON EXTERIOR SIDE - SECOND FLOOR — 1 � I I - - STOCK , t -.----- J {t �_- � r K Ctip Am .. FE # I I F 'Q(� � � /K14. /� " I ; — CONC. RETAINING WALL rO GRADE. Q Q Ile .100' aJ E; o, o. f 114 I 1_ • I 11 1 \ C` ' ` + Z r _ IL 2 f - _- -- - I HR. RATED WALL: 5/8" TYPE X GYP. BD. EACH 51DE OF = Q -�4xIT L ® !- err el G' 20 GA ) METAL STUDS tai I G' O.C. (UL 4665) - ( „ I , _ c SEAL GYP. DD, TIGHT TO DECK (� Q 34" Of EGKE55 IF�Fl WIDTH PROVIDED --,, -44 .n _ I TV V 1 t/ i -._.. WORKROOM � ® z • - L--� ^_ I �� ^]r� l I l I FIR. RATED WALL. 5/8"TYPE X GYP. BD EACH SIDE OF ws. ere«s eaw5 nu«5 eu«a I I ( - 6 O.C. ( L 465) Ir EXIT I r'-�- 6" (�O GA.) METAL 9TlID9 (an7 I U FE #5—� _. DN r _ - -- /' '' __ - u — �M"� 34" OF EGRESS SEAL GYP. BD. TIGHT TO vrCK - r _ ., .,A1Y! °_'« _."«° "N« ORRIDO , 1 ; { ; WIDTH PROVIDED I SHELL PERMIT 1Vl , 4 . , *- -T----- l Je Y WORK5HO° 12° AR _ ( J4 5IOY5TEM W) 5/8" GAYPEBDU([XTERIOR SIDE) AND I' • - , •----- _ err �, SHE T r +' ----- �. «! - dr«5 frx w, r_nn r, ® RY INA L , AI ; � I iYPE 'X' GYP BD. LINER, PANEL (INTERIOR SIDE) ON G' (20 I 1/15/06 O - _ _ GA.) MTL. 'C-HI STUDS (L1.N.0.) Q 24'O.C. MAX. TO , — METAL DECK ABOVE. �V DAT 2 HR. RATED WALL: (U.L. DESIGN No. U493) 2 LAYERS 5/8" GYP. BD. ON EACH SIDE OF (20 GA) METAL STUDS 1 C�? 16" O.C. W/ 6" BATT. INSULATION --.— _ __--- X-BRACING L n Y I PLAN 11pRTH I _— ° U) I ntmw WATH NOTE: AL50 REFEP TO ENLARGED FLOOR PLANS, INTERIOR SHEETS 4 A-.9.0 5HEET5 FOR CIVIL WALL SIZES 4 SECTION TAGS � -- I I I I 1 I SCALE. 2nd f� -g.P Il - -- LIFE SAFETY LEGEND 3/3z't = 1 '-0" I 5CALE:3/ 2 — I —0 i 2nd. FLOOR DIAGONAL DISTANCE = 299'-1O" PLAN - LIFE a OA (A)5 B ® MAXIMUM DISTANCE BETWEEN EXITS = 242'-3" FETY N B'6 C p E �F r to, J (GREATER THAN 112 THE DIAGONAL DISTANCE) 5 of 53 I I m 1 � MAXIMUM TRAVEL DISTANCE = 172'-0" L5_ I ' : ' + ...,. =.•:>w_.,: --. -rmsrrrsra.. ,,, ,:. ,. rMMrNl�fwallMR\ " rru.vsna►. .,..s:•".%a..r:. ' }tlfti'{ -` rest: :. .y,'•f� .:," .. _ ._��.�. .•;. .... +j+m ...�yryr.","'M*fr,a+,mw+... �rrr•ecr.- t , ��( � t1TjT':1,1�f. � :. .. �T ITT T T I 1 f��11-1111111 i I T 1 '�1�i 1 1 f 1 1 1 T i I I 1 I I �_ - � __ .,."w,,.•,.,I.,••.rr�"o"�•- r , 1 ., :;';• 1 No.ere l2 t 1 1 I Il[�lill illi 1111W Wllllll _._ _ _ 1111111 Ullil ll�l WIIUI 11111V11IT11111 l _ . .. ... . ,..-,n. r. . . ... A : ,.,,::..-,.__...•..•ti ..,M.., ,.n..,.:,.+.rr. .,....•o..•+o..»..,.•....-.:....r.,r.•-::.-.u .s.rsww.x«rra ..7....,..- ",a.". .::.......r r..r.•+,a.w,...nxrar+,........ ..._.rx. :.......,«,N.q.r+.w;..pww.-,«... ...,,�,sa•.,N;,,,e.".,.A~„ .r. � w , , f i • +w. -��if.yW..w,:sMw:.+.-+"w:•.n•+a�.�.. .v..+xr.x�M..�...f:w.rr.•+uR.:++M.✓1r.+�,R.4x�ItR1w,�.Y�rr�.I',Wq"SII.IJi.,L-a. .p.+.4Y/M•..ww.++.wn,r,w..u..,..r.,•:,wwWr.l:iV9W1'3 ..... _ sY. ,..,e... .... ....�.- Y,w+A ru'*,^•Mn. e« ,,,_ n Vr.wrww q..=_S ..-w. ,. r ... • �'�r�•• !•..•.1,t1..•.M•'IMMMr•+-R^.Y4wn./�NnY.R:aY1/W.iYwwl•ri.::..- -..,.._.._— y+. f ...,.,• - -.._.. - ,..-. .,..,,.. 'ester-av -qr..s. ^-..rw.a.,. •..G .. +a,-.wrw,wnr-" n,._... ..r ...,..e,sa,..:.;c..,xcm-,..+.rw,rme..,..n..sqrraw..r...v.uurrY.:eerx+nrs'►�bes:Rt•wnMv+uwlYwVMsw.wYr.r..;.•...._.,...tP-na:..,..e.., ..•. .. ..:..r.,m�nm-+w„"w".r.eEw.w"+r....wwranpw cw.•v^„+,+rMx•'rrt'. rl 'w ,i. ,!21f•. '+iryras oe L N.I.C. cc >I,. i E / —100'-O•FFr. I I 1 1 /// / CC, cc : � -E A5-1.1 o. w. 'o-6"w. m"d wr r,nYW./�w iy r /// / k V•fW b ryl lfw m m 06158 1 , 1 'Ni',� AS-1.1 (V 1 --ADJACENT MALL,N.I.C. J /; 100'-a Frr 'Me p'2 1 �1•""���N � "„'� ATCH rXI511NG PATTERN 3175 � ,\——UNDERGROUND CONNECTION TO I j//��j �/� (6) 4" PVC CONDUITS C 5roKm 5emR,veRIrY 51ze ij FOR ELECTRICAL ENTRANCE�72C +Jt:IVIL AND PLUMBING (2) 4" PVC CONDUITS 1 EXIT FOR TELEPHONE ENTRANCE 1 / � 1 (I) 2" PVC CONDUIT in j FOR CABLE TV ENTRANCE 1 ---I 00-a FFE RUN ELEC. BACK TO ELEC. RM, O 1 // �► - r O � L:1 ")ry 1 in, J/ 5'-Gj I Oa-a Frr A5- .I 1 / O 1 100'-Or o T I E 96'-0"T.O.TRENCH,5CE in UNDER11111ROUND-COWCTI"t _ MUCfURAL FOR 5lAB— ---[]( LZC l --_ -_ _ - UNDERGROUND NDER_ROUNRD CO NNECTION TO I I 5TORM 5CWER,VERIFY 512E o - r j 0"L AND PLUMBING 1 - YNOTE5 #A — :r ger 1 / s dr.a.,s ro4.s+cne Ar to rwwo cnorcw In as I , SEE MPE FOR D5G UTILITY SERVICtS. STUBS TO 5'-0" OUTSIDE BUILDING, �.d, Goo eaN,nor,cone may sRs.y G"w / I COORDINATE CONNECTIONS WITH EXISTING UTILITY LOCATIONS. JRRIGATION 5Y5TCM- I ' 2. ALL LANDSCAPING AND IRRIGATION PROVIDED BY G.C. - 5EE ,-IVIL DRAWINGS. 1 ' —ADJACENT MALL,N.I.C. 1 INSTALLED BY G.C. -TIE —� i INTO MALLIRRIGATX7N i rrrXXX ; i i 3. COORDINATE D5G IRRIGATION WITH MALL MANAGEMENT FOR CONNECTION TO 5Y5TEM. EX1511NG WATER SUPPLY DRAINAGE 5Y5TEM. 1 I 1 Z I I Ex"TING We I NfW WORK i i / 4. COORDINATE WITH IRRIGATION DRAWINGS FOR ALL UNDER SLAB CONDUIT 4 SLEEVING Z FOR 5Y5TEM5. a Q VI 0 ji ° 5. ALL GRADES 4 WALK, LAND5CAPE BED5, 4 LAWN 5LOPE5 MUST BE COORDINATED 4 Z Q --,vv-cr Fre � DEFINED BY CIVIL DRAWINGS. — r 1 NEW GA5 Mr1ER BY 100-0•FFE. 1 I -IN3TALTION 5Y$TCM- LOCAL UTILITIES- 1 // t(� 1 r IN:STAI v BY G C. -nE 13 DOMESTIC WATER rYPICAI SIDEWALK / /i G, A MINIMUM CLEARANCE OF TWO FE T SHALL BE MAINTAINED BETWEEN THE FACE OF `Qj Q 10' . LAND5CAPF- / 5Y5TE 1IRR►c'IT_ InN ENTRANCE--- DEPTH- 1 THE CURB AND ANY PART OF A TRAFFIC 51GN OR LIGHT POLE. F,V. F,(IT / \115 I.I LAN05CAPE - BOLLARDS SEE _ DETAIL I CIA-7.I 1 ' 7. CONTRACTOR SHALL COORDINATE Zn INSTALLATION OF ALL SIGN`l, PAVEMENT — -�` - UNDE,.GRMNO CONNECTION TO �� / " 1� 1 ; STORM SEWER,VERIFY511E J MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES WITH CIVIL DRAWINGS. l-- - _._.1 --4 - p ❑ wICIVIL AND PLUMPING / 8. CONTRACTOR SHALL 5AW-CUT TIE-IN5 AT EXISTING CURBS ` WALKS AS NECESSARY �'s - __ ___ / , ` - NEW WORX EXIST.51 [ _J5 ` r, TO ENSURE SMOOTH TRANSITIONS. CONTRACTOR SHALL SA�W-CUT AND TRANSITION TO SHELL PERMIT _§1-__- TH19 LINE RCPRPSCNTS 3 �} -'-- A��-1 ° --------- -�- ---------- � -�.. 4 � (T� i+ ° "______ � - �- -=�__-- r -� MEET EXISTING PAVEMENT AS NECES.�ARY AND AS DIRECTED BY INSPECTOR TO INSURE �-` I JOINT 4 JOINT' 1 5'-O" 1 1 - APPROX. LINE OF RIMOVFO / r SET F - 4 JOINTS 1 4 JOINTS 1 _ 3 JOINTS 3 JOINTS 4 JOI 5 ASPHALT TO ALLOW FOR NEW P051TIVE DRAINAGE (TYPICAL AT ALL INTCR5ECTION5). .JOIN�r5 OR SCORE MARKS ARE TO _ W FO.5PACCD r0.SPACED [O.SPACED _ - -` -_ _' '-�'�-r"r- a� CON5TRi1CTION FINAL LINT TO �--�- 5'O' 5 5'-0• EO.5FACCD ro.SFACED E0.5P o g•_ BOLIARD5 5CE BE DETCRMINrD BY G.C.AND f / BE 7HARP AND CLEAN WITHOUT 51-10WING EDGE5 OF .JOINTING TOOL. 11/15/06 ; 5',0' 3 7 J N'fS 5'_0" 5 O„ DETAIL I dA-7.1 ON 51TE MALL MANAGEMENT./ \\ 7 UNDERGROUND 2 uNDe No °' \ / 9. ALL WORK SHALL COMPLY WITH ALL APPLICABLE COE5, R;=GULA110N5, AND/OR LOCAL -- (� STANDARDS. REV. DATE CLXINCCTION TO 13 CONNECTION TO YV STORIuI SEWER ( A5-1,I 3 gTORM seweR 3 4 2 7 UNDERGROUND CONNECTION TO - _- VERIFY 517F•/CIVILI —VrR1PY rw CODr5 THr STORM 5CWCR,VERIFY 512r VERIFY 51'C eNCIVIL AND PLUMBING �` I I AND PLUMBING A5-1.1 REQUIRED TACTIL[ Ag.I•I AS-1,I A5-;•I %WCIVIL AND PLUMBING _ i j I O. ALL UTILITY - ENTRY/ EXIT POINTS FOR D5G ARE DIAGRAMATIC. ACTUAL LOCATIONS WARNING SURFAce % MUST BE COORDINATED BETWEEN D5G MPE DRAWINGS, EX15TING CONDITITON5, - ` \\ _ r CIVIL, AND LANDSCAPE WORK. / 1 1 . SIDEWALKS 5HALL BE 3500 P51 AIR-ENTRAINED CONCRETE. n — - SCALE: c Architectural 51te Plan @-AFLHITECTURAL SITE PLAN N _ SCALE: I/16"= I '-O" of 53 n A5 I . I. .-i. • ^ .. . 1 1 1! 111jTpitill y / ,n', r ,,,,,awl".r. IroMSMsmrWNr:'R'sru,eyLYM9µ►lfm¢YnMsnIM1'^tg a rr;`t;.,,w,aw.t.. , a J t , b ul 11111i7m 114,11, r ' .. ... .. ., ...y. ... .....i......rw►w-Mrn... .,,,ra....•ar•n,,.w, e...—•a.rw,wT-i-r - �� • " , .`Y.'•..wW ./ w'rrr.,,y..,+y„+.w+L.,aYM1w+.rM,a..+•Mw.b!b,13- .+.,... ai, ,-, aewa.•9.,.:-. .. •.+YOJ-.>iP•„rY+IMaba_,'.ia...'+ wYr+.•awwc:11,raY+`.,.Iwa'—•' .- i ,...W .r. l.,r.urw,CMOwe•MM.,..E"„O,Yr.. ..___1.____— — _ pS.Y/M'rr,nnrwauwwa-+M=•. —,,,— —-—,...- _._ .—....._ .—_ -. 1r,a'OCY.:,Wr:s3 R.lY WM1'n".teWiYYI. -nv -•.Ii.r:•..•A+Aar,I •'• •� wie,ew,..- m_ . ..- .. ,.,-„ ...: ..,rn..._...,..u.-... wua w,m.r...a+uur...u:. .ia+,rco:1►M•„w. , ..•,.._,.wsw„a,•...ns-w,........t...ar.e+r . .wr, .•.m�.. r.• ..sr..,b.ww,s.rs=n.v,�..M+aaw”r.,.a.:.w«.wa.,.as....+row,.rm•w+,raar wr,w,.++.,.:,w...., ,..•e.,.•.-.n-.,..::r. r:y,.v _ men.-+a.a ..•Y,e.i'!f.'MN,llYfy'+ <t;a l i'p r, +F, 1� TO L. ---RAISED TRUNCATED DOME .2•TALL X 9'IN DIA. SLOPE OF RAMP TOP'JF CURB AT HANDICAP RAMP TO eEY;MAX ABOVE PAVEMENT ENLARGED SECTION OF DOME NOTE: TAPER DRIVE PAVEMENT UP Wr 1/2'AT hANDICAP KAMP r Lo, rp i p0 0 00 0 0 000000oOO O Y 0 Y 00 0 0 0 0 0 0on00 O n 00 00 0 0 0 0 0 0 0OO O O D O O Y O P 0 0 0 0 0 0 0 0 0 0 0 0 T'<0 0 0 0 0 0 0 0 4 0 0 0 0 0 Y a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0O O a o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 `O O O O O O O Y 0 4 0YwO O O a 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 O O OO O O O O Y Y 0 0 0 0 O O O O O J 0 0 0 0 0 00 0 9 0 0 0 0 0 0 0 0 Y.. p00x0 0 0O O O O o 0 0 n tl O 0 Y P U 0 0 0 0 0 O) O p O O J `OY0000a000a000000Yu uoo4eop -ooepY-- LOO OOOOOYO 0Y o ooa a,00Y000004000Yo 0000000O O O O O O O 0 0 0 0 0 0 0 O O O O 0 0 0 0 0 0 0 0 0 O O O o u 0 0 0 0 0 0 0 0 0 0OOOY00 0 0 0 0 0 0 0 � 0 0 0 D O P 000000• O p O 0 p 0 0 0 0 0.`p 0 0 0 0 0 0Y0 00 p000Y0 00 rYe00 0 O O O U i O P u O y'l�?O O O O O000Cr- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0000000 O p 0 0 0 0 0 0 0 0 Y e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t•0 0 0 0 0 0 0 0 Y O O O O Y 0 0 0 0 00p 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 0 0 0 0 0 0 0 0 0 0 00000000000000.00Y 0 0 0 0 0 p O 0 0 0 o O 0 0 e e Y 0 •0 0 0 0 0• Y:0000ppO000J000000000 0 Y 0 0 0 0 0 0 0 0 0 u 0 0 0 0 0 0 :0 e 0 e 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0� Y. i f r TAPER CURB ON BOTH h� m f- 51M OF HANDICAP RAMP - - ---5= --- -- - _� 5'C G. PLAN 1:10 SLOPE MAX. •r rt..y Aro Pr Jt>T YOpr e r Ftlwy d ON om" fir 'w.bad..%'m go mdon � mrt"I I:I O MAX. 1rn*64W&V'y k *Ad ttl w".da 71 liq T_ mem jot>#06158 NOTE: ELEVATION — WATER MUST FLOW FREELY AWAY FROM HANDICAP RAMP IN DRIVEWAY cV cn 14 NOT USED &2'TAIL RAMP 12 NOT USED I I NOT USED n 9C ALE:WA SCAM: I/2"� I'_O• SCALE: WA SCALE: WA Un C� 10 O o NOTE: M e°y.�te,Je Jnd JyyteJe "e " CACAW SEE owy MPE FOR U.G. �ftW •�� m vA w CONNECTION COORDINATE WITH CIVIL vWom&dr o±ft tJrAad 1+"db. Lpw&v CONCRETE 51DE WALK. 1/4"EXPANSION JOINT °' wft CD°trowo to M`m"' EXIT DOOR— - vow, 'd w p n" rd D tJe CONC. TURNDOWN AT —REINF. CONC. SLAB OVER BROOM FINISH SEE W/PRE DED FI0' �Me,•J>Mw, nentecee My j _ /SEALANT � 20'-0" '°a'or"to Gatmra CYiapdd n IM DOOR fes)_ COMPACT GR tVEL AND C 5PEC5. pw mmy 9reakAVA'C*M to nt MIL.�OLY O.C. MAX. EACH WAY URINDrdiW AM&FCh(A1ed MEMBRANE FLASHING 4 No scare d.W"vMa re>.wewty ^'_+_�..- _ ,_ abYe a�the P�"sWo•spouMittPn. WEEPS- SEE 5PEC5 " I - CQ TINUOUS JOINT T RADE 4 Z EL. VARIES I �•�(� • !.'�a r' Z i C) i--i I F:I I I r z GRADE BEAM-SEE i I STRUCTURAL c C41I' • NOTE: o I!� .•' • • ALL EXISTING SIDEWALKS TO BE 3300 Z H III TI I PSI AIR ENTRAINED CONCRETE — N I 4, NOT USED NOT USED O�1CTION OVERFLOW ROOF DRAIN �ECT' ON Q SIDEWALK TURNDOWN AT DOOR. DETAIL TYP. 51DEWALK EXPANSION JOINT1OSCALE:WSCALE: ALE. I I/2'� I'-O" 7 LE: 3/4•-I'Q' SCOtLE: I 112' I'0• r I SHELL PERMIT 5ET E NEW WORK EX19T• 1/4'EXPAN51ON JOINT THIS LINE O ALLOW APPROX.C LINE OF REMOVED I I/15/06 NOTE. MATERIAI- ASPHALT TO ALLOW FOR N[1N CONSTRUCTION- FINAL N LINETO BE MANAGDETERMINED BY G.C. AND ON SITE MALL COQRDINATE WITH CIVIL WITH CIVIL NOTE: 4'THF,. CONC. MENEW WOR)C t�(I t. 517E COORDINATE REV. DATE W1/4'EXPAN510N JOINT W/ COORDINATE WITH CIVIL 51DEWALI: -- -- — = t/4 BAR,EPDXY CUATEC PREMOU?ED FILLER 1 SEALANT ® NOTE: • CONCRETE SIDE WALK COORDIN=Wl�h WIGXGX2.OX2.0 W.W.F. 4'LONG @2'-O'O.C. BY NEW EXI T. IT 6" I'-0' 20-0"Q.C. MAX. EACH WAY CONCRETE BROOM --- Y�"X I"DEEF SAWCU'T 1/4"EXPANSION JOINT ' MALL CONTRACTOR '----- PLACED IN CONCRETE N 4' EXISTING FIN15H 5EE 5PEC5.---- CONTROL JOINT @ MATERIA''.. COMPACTED AGGREGATE EXIST — CONCRETE SIDE WALK, INTERVALS OF 5'-0" SPECS BROOM FINISH 5EE ASPHALT PAVING FILL W/BROOM FINISH -SEL . U.C. MAX. 4'THK. CONC. — - _ LOPE " SPECS. A, 51DEWALi: z� C. DE F G H J EXIT CARR. N.I.C. 2 I I NEW 2riR. RATED 2 ( DIM155ING WALL--- / 2 A'8. I I I I I I DOCK.MAN DOOR ---- ----� - - / 5.M COMPACTOR DOOR. EX15TING WALL TO REMAIN-\ ( 2 \ MOCK I' A-W I - - - . • r I - I to 1,108 - _ --- �3. - - - - - -=_ AD / T '7" I, / � 3' 3/4 I'I 4'a _ 2'-6 16" II`j 48 --- - ------- -- -----�-- - ------- I -------- I --�---- -- ----- -- -I ---- - ----- � ----� -- ----- -- ----1-- -, ------ - ------ -- •� --- �- -___ -- - , -- -- - - - - - -- -- --- - -�---- ---......,t - - -- 6 II7.'i - ALL i -► T f EXIsTIriG BLocK w rxISTWG COLUMN IL IIRGED PLAN SCALE:3/8"= 1 '-0" H.C.CHG. . GENERAL NOTE5 CHG. RM, I � / / I _ _ I I 1 I I �( I / / 1 . IF WOOD EiLOGKIfJG IS USED, THF G G. TO USE ONLY' PRFS`aUt�t TF kATEU, -! I - FIRE-RETARDANT ON EXTERIOR.AND FIRE-RETARDANT LUMBtR Ac, CALLED FOR IN THF C� - - - - - -- { - - - - -- - - --- - -- -- 13 SPECIFICATIONS UNDFR WOOD BLOT-r.ING 5ECTION L. .cam..✓ L. .... Lu Ic� 2. SEE SHEET A-2.0 4 A-2.1 FOR DIMEN510h5 4 LAYOUT OF A15LE5, PADS, ETC. r I I 3. DIMENSIONS ARE FROM FINI`_iHEU FACE �'') FINISHED FACE ' NOMINAL 5"'�'PICAL 2 TO VERY LOCATION Of WALKER 5EE 511EET5 A-12.0 THRU A 1 2. 1 1 FOR INTERIOR DIMEN51ON5. N r- Irf PRIOR Q PJl1KING`iLAf9--- - ' 41 !_6 I I I I I 4. VERIFY FIXTURE CLEARANCE REQUIREMENTS WITH FIXTURE VENDOR SHOP SEE MP4 f. I I .. '� PLAN5 FOR A-9 5 \ `� ` A-�4 r DRAWINGS PRIOR TO CONSTRUCTION. o E ri 7A 7B LOCATION OF L '(�)� I , WALL HEATER I I I I I I 1 A.10., I 5. ALL H.C. RAMPS ARE LOCATED AT PUBLIC ENTRY AREAS OF BUILDir;G. 5EE AS-1 .0 O �v/ '}"� -RfJ1�IC5. r ■ • - . ■ ■o . �. I FOR. LOCATIONS. In y - _ G. FOR EXTENT OF BA5E, TRIM BOARDS, 4 5LATWALL REFER TO INTERIOR ELEVATIONS - - - -_- - - - _- - - « -- _. - - - -- - - -- - - - _ ----- -----Y- =__= I _- - AND DETAILS ON SHEETS A-2.2 THRU A-2.3 AND A-12.0 THRU A-12.1 1 • O Q I T&K I1 I '� '� I �' "� �I '� �' 1� I I ! 5TOCK 7. PROVIDE METAL STUD TRACK 51.1," CONNECTIONS ON ALL FULL HEIGHT PARTITIONS, ~ ® W -- 5FE SHEET A-9.3. ...� TI ;I � IIi I I I I I I I I � _ - � _ _ - - �- - - �� � / 8. 'HC" INDICATES HANDICAPPED ACCE55IBIL.I i l. ' 9. FAINT EXPOSED PLUMBING LINE5 ABOVE PAINT BREAK LINE TO MATCH 5TKUICTUKE, tu m - - " _ `J � 6 cm I I -` I I A 3 J 5EE SHEET A-2.2/ 2.3. A-7.3 t o �- I A I 5A4 ( t6'2' I /- A-12.1 - I - �', --- _- 10. COORDINATE BLOCKING WITH VENDOR N 1, 5EE 5HEET A-2.2/ 2.3. � a •, ••• �rAwh d tM aline 'hr lieii �W.Aa i.<ary.y a-duo 10 I A U 1 1 . ALL PLUMBING ACCESS LOCATIONS SHALL BE COORDINATED WITH FIXTURE „°raw,°"",,,,,"",•,,ov. x%bpa to WO mao I ,� '4-9.I I j - - - - - -- ,• � -• - - - - -- --_ I - DRAWINGS, RCP, AND DSG FIELD REPRESENTATIVE. mem�obN 06158 °SII , i t OOR }Tlcr _ _____ T I IEc 0 KEYED NOTE5 ELEV. 4 1 A I a ' D I I # 1 . FINISH DRYWALL 5CREW5 AND JOINTS TO PROVIDE AN APPROPRIATE 5URF��CE N r FOR MOUNTING WALLPAPER MURALS AND FOCAL5- LEVEL 5 FINISH. � I A H.C. CHG. R.M. A 12.4 CHG. RM. I A 2. AFPKOXIMAIL LOCATION5 OF UNDER FLOOR"WALKLP, DUCP AI<:L 5110A'N O ELh I I VERIFY EXACT LOCATION WITH DICK'5 REPRE5ENTA IVE AND COORDINATE WITH -- I I I A-12.�A �l� I I I ELECTRICAL CONTRACTOR, � Y I I A-7.OA I I I t \ I I �� 3. PROVIDE 3 5/8" BATT INSULATION IN ALL WALLS ANU CEILING OF THE MEN'S �\ I LEV• I I RESTROOM, WOMEN'S RE5TROOM, LUNCH ROOM, 5TOKE MANAGERS OFFICE, CA5H 33 -� ,LE .. I I I ROOM. COUNT ROOM, DEPARTMENT MANAGER'S OFFICE, L.P. ROOM AND JANITOR'S " 4 A y -� I - I --- I- -_ I - - 4. CHANGING ROOMS N 126, 4 225 ARE TO BE HANDICAP ACCE55113LE FITTING � n - -_ ._-. ... ___ _ _ ___ _ ___ __ --_ ROOM5, AND ARE TO HAVE 24" DEEP BENCH, 48" GRAB BAR ON WALL ON OPP05iTE r_ _. l ` - - - . I �+ SIDE FROM DOOR, AND MIRROR MOUNTED ON WALL ON OPPOSITE SIDE FROM - I I 7 - --- - - ICHG. RM, CHG. RM. i} BENCH. INSTALL ALL PER LOCAL CODE REQUIEMENT5. A-7.2 L - --- - --- - -- - /-41 ----� I i I I I f I 5. PROVIDE KEY BOX MOUNT PER OWNERS REPRESENTATIVE LOCATION. - - - - - - - - -UI"JJ�OL POINT I I '� VIDE I I I i CHG. DA5HED LINES I 10- G. PROVIDE M015TURE RE515TANT GYP. BOARD IN RF5TROOM5, JANITOR'5 ROOrvl', A-6 0 I I I I I �OPfNIN=_ I I- - ._ - ..� - AND ALL POTENTIAL WET LOC;ATION5. a Y I O - __ _ ____ ._ ._... .. . _ _ _ _- _ ;- _ ___._ .._ __ 7. INDICATES LOCATION OF T.V. TOWERS, PkOVIDED BY VENDOR N5. 5EE - b ESZ-.A-INS ATCR5 -- ----- - I --- ------ -- --- ------- - -I- \ --- - I -- --- ---' - -- - - T7 o T % \ I fi a (FLOOR ABOVE;, MAIN AIS ELI CTRICAL FOR WIRING REQUIREMENTS. AND VESTIBULE 4 C. CH . RM. I -� VIDro I 8. PROVIDE F.R.P. PLYWOOD BEHIND MOP 51NK STOCKROOM 216 4 STOCKROOM CANOPY ARE ALL - Ia�j t + 102. PLYWOOD TO EXTEND FROM FINISHED FLOOR TO 24"ABOVE TOP OF SINK AND 1 2 ON EITHER SIDE. AN �,„d,,,,�,,,,o, „ I I I SYMMETRICAL ABOIJ � - -' - -- -- - - -' - - - � I (,. I CHG. RM. •, HG. RM. I � I I � i I " "me For V4 all H.C. CHG, RM. -� W n I I � rebe+ft4�rzant�n"ee,ale � - aaaaa- aaaaaaaaa- - I]n (Alo I -.�-._.-- _...,.- I I - L.dtaab General Cmisactml to purcha. A3 I � �� _ I I I _ 9. NOT U5ED dt„et ft carowAm wen. L- - - - LL( I t1 &3 - I I _ - _ - - -- -- -- _ -I • I A�' I / 10. SEE SHEET E-2.0 FOR DIMENSIONS OF FLOOR OUTLETS relevu to tens/ConUactar oft - I ludas and m c(Do 's 5 �, I I ---------- DENOTES X BRACING LOCATIOr S Mroxged*OA jo vm%parywy `� 12G 125) I I !WOO mm tnetW�y9peaI'VII' n , 2.9 i ' I z .t.��. I - F°� N 5 7 I 1 ' ---- WALL LEGEND_ i A-10.0 cor1 R _ I 2 � I A (ABOVE), MAIN AISLE, i I I O AND V TIBULE 4 o � 5/8"GYP. BD. ON 8" (16 GA) METAL STUDS Q 16"O.C. A-12.3 CANO ARE ALL z I I W/G" BATT. INSULATION AND 3 5/8" BRICK, AIR SPACE, Z A, 3.I SYMM RICAL ABOUT A-y,i- y i J I ` THIS 15. ' I -- AND 5/8" EXT. 5HEATHING ON EXTERIOR 51DE - FIRST Z O FLOOR d Q C� - - - - - - - - - -- - - - -- - -- -" - - - - - - - - - -�. STOCKi �, L ® I I ; I i SALES 5/8" GYP. BD. ON 8" (16 GA) METAL 5TUD5 Q I G"O.0 = 12/ I I I W/ 6' BATT. INSULATION AND 2" E.I.F.S. WITH 5/8" EXT. Q i I I I I OK SHEATHING ON EXTERIOR SIDE - SECOND FLO._Fc ( 2 r I "AiR �` PLANS FOR R?4Y I - CONC. RETAINING WALL TO GRADE. ~ -IT _J e III - I I LOCATION OF I � � - Oi u� I✓ I _ 4 WALL HEATER I- - - - A-7A RwL COORD. I I AT STAIRS. A ti.I --- � ; I `� W/PLUMBING STAIRS - I r- _ - _ IHR. RATED WALL: 5/8"TYPE X GYP. BD. Eor'H SIDE OF TENANT N SEE MP4 E -- 4 CIVIL PLANS. -- I I -- G' (20 GA.) METAL 5TUD5 Q I6" O.C. (OL '!G5) IMPROVEMENT PLANS FOR I I - I > I I I C�4a] -I I SEAL GYP. BD. TIGHT TO DECK SL7 LOCATION"EXIER I I I/__ ; 22 -;2, 3/26/07 AT STAIRS. t -- '. I I LAY A WAY ® ® - - I I I �I I I HR, RATED WALL: 5/8'TYPE X GYP. BD. EACH SIDE OF - - I c _ _ - ----------- _ ....� - - -s; G' (20 GA.) METAL STUDS Q I G;" O.C. (UL 465) - REV. DATE SEAL GYP. BD. TIGHT TO DECK -- - _ - ° I n I+ n _� ° I ` i_f 1 I } " _ v _ . . _, „ -I 4 -, „ - - - - - I�a - - 1 - - - - - 17 _ { I ,I, - -I ! I- -� �_ INTERIOR SHAFT: I HR. RATED (U.L. DESIGN No. j 4 19 s 6 I a a" 6 s 6 I o 0" 4' I n" 1 I I o'o' 4 i „ e ' I a-o, 41 5� ,• .,' trg 5 , a {, - j_ _ - - ---- �� _- 8 I U41 5-SYSTEM A') 5/8 GYP BD. (EXTERIOR SIDE)AND I A - 9 i 1 14 It � I ( ] I I I A 9.2 TYPE 'X' GYP BD. LINER PANEL (INTERIOR 51DE) ON 6" (20 - - - - - - - - - - - -- - - - - -- - �'- I..- - - -- - - -- - I �� I� -1 - -- - - - - -I� - Ib_ - - - -- -- - - -- -_ A __ -._ .. _� -- - -- _ -- -- „ � I GA.) MTL. 'GH' 5TUD5 (U.N.O.) Q24' O.C. MAX. TO Q A-9.z r 2L I a' 26' I „ 2F.'- 1 I 'i.-',71 i i 22' S ., �, I`�_ ' METAL DECK ABOVE. _ �_2�0. X2,0' 2'-cr� _ ._ . . _ .. ------ --- --- ------- -' ,,G, 2�-t '✓ - X1'0" ��0✓ .-` ___ - A-7.1 , --A-9.2 2 2 HR. RATED WALL: (U.L. DE51GN No. U493) 2 LAYER5 0 - 3 ` "� - - "'- '� �" - - - A_9,4 MM MM I • • ■ • �� 5/8" GYP. BD. ON EACH SIDE OF (20 GA) METAL STUDS ' - ISI W I @ I G. O.C. W/G" BATT. INSULATION Q A r 4 3 5 2 I I -- - A-9 5 A 9 2- A-9.5 A f)O / A-9 i SCALE: -- / X-BRACING 3/3211 = 1 '-O'1 G A-9.Q 15t FLOOR PLAN - NOTEb I I A F.0 I I I I >em �N�>t, 15t. FLOOR CIVIL PLAN - NOTED I AND DIMEN 5 ZONED NOTE: AL50 REFER TO ENLARGED FLOOR PLANS, INTERIOR SHEETS 4 A-9.0 SHEETS FOR AND 5CALE:3/3211= 1 I-0" 31 6" 44'-0" 31'-6' 40`-0p 31'6" 32'6' 32'-0' _ 27 � - 9 0� WAIL 51ZE5 4 5EC C ION TAGS F - - DIMENSIONED 1V � A rA.�i� Pa C D E (lf� G H •I ! 1„� 4 -a.:r a +nor -.,,... n,.+w ,,:, a. O ..- !plh,.,: -:1?^ ,,..,.,;.fp+}. �.. y' yx, •R,. a;dK;l:is„ > rrm..nn„ wwM!'•'r s. .. n-..v i[Sl... - ,. ,..., , w.m+aw.: .a>~,f. �'!�'..ak�"�>""�n �'" ■�Mn,,:+f7,..... .•r '1lk�u-.�wt?.M->�76*;yl!' l'�. , -. ` �"' .. ':f4�:�� ..;�. n., X910'*"+.'...w.y�, ,,..,,.,,«, .. ..-_.- .. �•-a e..>...rorowrw.::was :Mrtattev.i.,..rn• r .-.^, _ -:•: �c k _. .. _..,,"�,,, 11�'rrs,.«•wr...,. -+wrw+,n..w.an1Y• Rfp"Ir1yt"T11� ,., ;..;, `. M,1�. ,�9�f , .. .. �i�,"IUrn+on•.,.",. _ .. K 1 rpt nT ISI ISI ' ` r f•' "•t-•�. '.,., ' rYS,Y"Lw :... ."�77, -,: { 2 ft.30 � - s a •... _ - -.. ..,,.......... . _,.. r....,.. .......e....•ar...,.._.,.,.,.ar.w..--- __. +.w.,.+....,,:,-.rs .,vr. .....•.rw.r.r.rwr•.r•.r „r..._... ..-. -e. - .. .. - .. ....-•tii= -+.w,..: 6-i..,,w..an„ , Y,y.,i.,+YU.,wr,_..r,rrrv.;4.+•..at•..._.+r,.-.._e. .,.+.r:. - ,...r.:-.-..,.v,ww.,ay..ws:.N+eern...«rr<.wr.e....: _-..rr.wwu.r.s.+•-w..n..t.,...wrw." i•+"rwrA.w...sw•.r",nweacwrsne..en.... ..:.._.....,,....,., ,. .e.r.l. •^.••••• ' •.•}, �I,bw...w+nse.wlal" tM► .w.*w••nv.-�rlW►..s.fwWr.M•tl•Mw•^.pO„.�►M/wcr.#a•unr,e .wfre+r.ww..u-.Y}� ,yr, - -+ .s...iw... .."..yy .,r_rm:..•,,r"atis wr,...+raF+Wll►"."n.- a: tiq r'>E ✓ '9 C h•' Y TI. A-8.0 i I 1 / I I I I I I A-125 I I i I I I I i i J _- ---__ _ _- _ _ I I I I I I ► I � � Zol"EN TOB LOW i GENERAL NOTES 1 I I I I I I I I 1 C O u- - ------ - - - 4 1 . 1F WOOD BLOCKING 15 USED, THE G. 5L' ONLY PRESSURE TRFA?FG, I f FIRE-RETARDANT ON EXTERIOR AND FIRP R. TARDANT LUMBER A.5 CALLED FOP IN THE 5i'EGIFICATIONS UNDER WOOD BLOCKING �EC710E� I 2. 5EE SHEET A-2.0 4 A-2. 1 FOR DIMENSIONS 4 LAYOUT OF AISLES, PAD5, ETC. I I I I I I 3 U rrlFr, J ON5 AR-fF FROM FINISHED FACE TO FINI5HFU FACC NOMINAL 5"TYPICAL 2 1 3 7A PA I �_r '.'1' ET`, A 12.0 THRU A- 12. 1 I FOR INTFR,IOR DIMEN51ON5. * a A y A-q•5 A.-9 i I A J 0.I I> I J '} E SIM i \ 4. VERIFY F XTURE CLEARANCE REQUIREMENTS WITH FIXTURE VENDOR SHOP D 1 DRAWING5 PRIOR TO CONSTRUCTION. 0 E / NOW w w �� w w w nam d E w w Baa`I " _ L ' n• •h ttttts ' w L ` ,' 5 ALI il.C. RAMP`, ARE LOCATED AT PUBLIC: ENTRY AREAS OF BUILDING it" A5 1 C F(�'; LOCATION5. i G. FOR EXTENT OF BASE, TRIM BOARDS, 4 SLATWALL REFER TO INTERIOR ELEVATIONS I I I I AND DETAILS ON 5HEET5 A-2.2 THRU A-2.3 AND A-1 2.0 THRU A-1 2.1 1 . - 5.8 - -- - --- - I - tITT1NG ER I ��I I �IM� GOLFSTOCKI 7. PROVIDE MEAL STUD TRACK SLIP CONNECTION5 ON ALL PULL HEIGHT "A.PTITION5. --� j I I 5EE 5hEf_T A-9.3• ' r 2 I 8. "HC" INUICAIF`-) r1ANUICAPPED ACCE551BIUTY. �- I 3 5TAIR5�N; I I + 9. PAINT EXPOSED PLUMBING LINES ABOVE PAINT BREAK LINE TO MATCH STRUCTURE, � a I A-9.; I` I I I I 1 5EE SHEET A-2.2/ 2.3. ` / I I I I 10. COORDINATE 13LOCKINC WITH VENDOR#1 , SEE 5HEET A-2.2/ 2.3. 'ba-y~ft Amp ~I I I I arnk voaut slur•.ttw taut ---- 5 I I I . ALL PLUMBING ACCESS LOCATIONS SHALL BE COORDINATED WITH FIXTURE ,.d.,.,,�.�.,,..,t.. a`""' i DRAWINGS, RCP, AND 05G `IELD REPRE5ENTATIVE. ""�'a""""'°`" LF 5HOE STOCK I fob#06158 _ - - I _ SII I m m , � --2 - ELEV. I I 5®�. - - - - - A�z ® � 13\ ® KEYED NOTE5 7 \V/ 1 1 . FINISH DRYWALL SCREWS AND JOINTS TO PROVIDE AN APPROPRIATE 5URFACE m 7 I I "c C"G '�" II A A I I I FOR MOUNTING WALLPAPER MURALS AND FOCALS LEVEL 5 FINISH. � I zzs I A-12.6 I -I I I I� I I I I I I I 1 I DFIVIDAi1 EPT. MGR. 2. APPROXIMATL LOCATION5 OF UNDER FLOOR 'bvAl KEK DUCT" ARE 5r10WN UNCH RM. A VERIFY EXACT LOCATION WITH DICK'5 REPRESENTATIVE AND COORDINATE WITH zo.3 ® - -12.I ELECTKICAL CONTRACTOR u7 3 A-10.1 - I I j ELEV. I �® 2°� - - - _ 52 " 3. PROVIDE 3 5/8 BATT INSULATION IN ALL WALLS AND CEILING OF THE MEN, I A-? % ® I RESTROOM, WOMEN'S RESTROOM, LUNCH ROOM, 5TORE MANAGERS OFFICE, CASH DI EN51ON INDICATE: EDGE -_ i �_ - I I r COUNT RM. 2°A ROOM, COUNT ROOM, DEPARTMENT MANAGER'S OFFICE, L.P. ROOM AND JANITOR'S O'FLOOROPENING i - - - -- -- - - - - - 1 ROOM. Ll - - - _ _ - -- - - - - N I za- 6 4. CHANGING ROOM5 #F 126, 4 225 ARE TO BE HANDICAP , CE551BLE FITTING O CORK 2 ROOMS, AND ARE TO HAVE 24 DEEP BENCH, 48 GRAB BAR ON WALL ON OPP051TE V[N7 V,o'-I ,r • " _ SIDE FROM DOOR, AND MIRROR MOUNTED ON WALL ON OPPOSITE SIDE FROM i A.9.5 BENCH. INSTALL ALL PER LOCAL CODE REQUIEMENT5. ® O �J O --- i _1 a ` -• Y _ CONT L / I p oz - zo los I w TORE MG ' A.9 4 POINT-� I I L-OPEN TO BELOW ��I E OF CLE OR.Y e A 0® 5 5. PROVIDE KEY BOX MOUNT PER OWNER'5 REPRESENTATIVE LOCATION. GRAPHIC BILLBOARD-� A-C. 1 I see snecT a-10.I V I I 7 1 I M MENS A_8•d / _,2.I I ® 231 G. PROVIDE MOISTURE KE��ISTANT GYP. BOARD IN fiEST'ROOMS, JAN110R'$ ROOM, } A-8.0 I 1940 k. I 1 ------ -- 4,777- - 53 AND AL1. POTENTIAL WET LOCATIONS, 0 Y "� O 2B I GRAPHIC BI ARD _ I / 1 ® ELECTRICAL FOR WIRING NREQUIREM�tNT9�� PROVIDED BY VENDOR�M5. SEE OPEN TO BELOW- I I A-10.I EE 5HEET - 0.I � 3 11 I I I GIA IL I I I 11 I G - G 730 -- 8. PROVIDE F.R.P. PLYWOOD BEHIND MOP SINK STOCKROOM 216 4 STOCKROOM w" tnrta• .w .1 - 6 T TOP F I I - I I � ,- � 102. PLYWOOD TO EXTEND FROM FINISHED FLOOR O 24 ABOVE O O S NK I l• I� . 2 AND 12" ON EITHER SIDE. w.w..owelftowxxn 1000 3 ----- 3 tope and IP &Nto" A U 5T. MG wm �• A-7.2 iv r. c, I ® dime meow ac=W"a tee yo+e 9. NOT U5ED 1"wh d f Larao.a(AWN a 3 -- - - - - - - - - -- 229 - 1,"aords Gear c ft to SW 00. rlesk.uw�w me ab anon 10. 5EE SHEET E-2-.0 FOR DIMENSIONS OF FLOOR OUTLETS eptm'"9n zw ee"Wed" ohm a"to rvem rowad�'co�or,ewa mt; ^coop ---------- DENOTES X-BRACING LOCATION5 wnroa[peol www aNtr rc"vwb�ty 8 DI E 10 IND ATE E ---I v OFF R PF G - 1' `) A 1 1 I WALL LEGEND A 5®K 5/8" GYP. BD. ON 8" (I G GA) METAL STUDS Q I G' O.C. �r»rrmTrTr�r> Wl G" BATT. INSULATION AND 3 5/8" BRICK, AIR SPACE, AND 5/8" EXT. SHEATHING ON EXTERIOR SIDE - FIR5T - </ ?1 3 FLOOR 0 Q Vr 223 -- j 1 _ x■, i9 1 I 5/8" GYP. BD. ON 8" (I 6 GA) METAL STUDS Q 16"O.C. z 0 TT. IN5ULATION AND 2" E.I.F.5. WITH 5/8' -- - -- - - -_ - I L I - SHEATHA G ON EXTERIOR S UE - SECOND FLOOR EXT r 2 IF (a-7.4. II I I I l woRKRooM CONIC. RETAINING WALL TO GRADE. II STAIR) IV 1ti ry L. -CIE- - I r cm ® T K - I I I _ 1 I HR. RATED WALL: 5/8"TYPE X GYP. BD. EACH 51DE OF TENANT A-7.A ® I I I IMPROVEMENT 5 OC 213 c ORRIUOR T I GYP. . TIGHT T DECK I - - - -- 6" (20 GA.) METAL STUDS Q I G" O.0 (UL 465) - II l I STOCK T K O ® I I I- I ; 1 I �- SEAL G BD G o 5ET J- 4 I TAIR. M 1 - t.* . 1 I � � � ® 22e � �®NOP 17 ARCHERY PAINTS LL ?1 �' ', �i t" I - 3/26!07 ® 1 ii.'_ _ - - - - - - -- - - - - - - r - I HR. RATED WAI L: 5/8" TYPE X GYP. BD. EACH SIDE OF --- 6" (20 GA.) MET/,L STUDS Q 16" O.G. (UL 465) REV. DATE - _ _ _ -_ - - _ _ tee. w w ,ter _ t� _ -- a~� - Q --- ---- g SEAL GYP. BD. TIGHT TO DECK T � I II INTERIOR SHAFT: I HR. RATED (U.L. DE51GN No. " - Y -- " • 0 M U4 i 5 SYSTEM 'A') 5/8 GYP BD. (EXTERIOR SIDE) AND I 010.'C) 34 5 3A 1 6 GA.) MTL. 'GH' STUD5 (U.N.O.) p 24'O.C. MAX. TOA-`). A 9 5 A-I o.o A-y � A-1 o.a --- I METAL DECK ABOVE. ----- --- - 2 HR. RATED WALL: (U.L. DE51GN No. U493) 2 LAYERS w A-9.0 PIAN NORTH MO)rCT NORTH ■ w ■ w ■ s 5/8" GYP. BD. ON EACH SIDE OF (20 GA) METAL STUDri Clea @ 16" O.C. W/G" BATT. INSULATION 1 I I I I I I I 12 Ind FLOOR PLAN - SCALE: A DIMEN51ONED t NOTED X BRACING 3/32" I 5CALE:3/32"= 1 '-0" 2nd. FLOOR -.__ _-_-- _-- 31'6• - ---_ 2'6" s2'� _ 27'x- _ PLAN - NOTED 4 -_ 27a-et NOTE: AL50 REFER TO ENLARGED FLOOR PLANS, INTERIOR SHEETS +! A-9.0 SHEETS FOR DIMEN5IONED g ' A A.5 B B.6 C,_ --- - D ---_ -------_-.-_ _.__ F Cy � WALL SIZES 4 SECTION TAGS N 53 AL - � . :..� (S'4:"�CtR • y .,. M:�R1N`.'+4Yr�"ry <,,` ti'A t. .!.'*?+""a?` .._ "�I+w • _.• ' ` ' ) 4 TT 111 111111 fly PT 6 0 42 4TIT' } loft, i k j � llldll J]ll 1 '• .. . __ 1] ll�lll lW�l ll l W lWllill- L • '; ' .w - y,.-e".. r.. .r .yr-,e`-may.... ..w`•.-1..r. :'.. _ - - . Y�'.+....'�•.IY". yy j•'; ,;YlS• 466'} Y'y X`t is CAP FLASHING PARAPET COPING 2x 10 PT/FRT WOOD BLOCKING, / CLERESTORY BOLT TO 51 RUCIURE 0 4'-O'e.c.- FLA5HING NAILED 12'0.C.P IAAYET ROOFING MEMBRANE 2'EIfS ROOFING fuiEMLiRANE UP PARAPET 8'MTL. 5TUD AND TKACK BL K W/FA5TENER SEALANT INTO PT WD UP R - �-- EXT AND UNDER COPING SEPERATE DISSIMILARCOPING -- / -_ ., - ______- _ _- SPUCING CEMENT / 5/8'tXf. SHEATHING- SHEATHING SEALANT AROUND COATING TO PREVENT PIPE PENETRATION ANY f"Mf MTL ROOF CURB 5UPPLIED BY MECH. 8'MTL 5TUD AND ENTIRE PERIMETER - CORROSION - PLASHING OR PVC (REFER TO PLUMBING) - CONTR. AND IN57ALLED BY ROOF METALS W/BITUMINOUS PENETRATION \ SEALANT AROUND TRACK- SEPERATE // BOOLCONTR.ENTIRE PERIMETER - D1551MILAR METALS 5/8'tXT. SHEATHING --- SEALANT AROUND - - 'GOOSENECK'BY O.C. 5EE ONTR O COORDINATE 050 ALUM. SCUPPER BOX, ENTIRE PERIMETER W/BITUMINOUS _ SEALANT Hx 16'W. W/4'FLANGE. SEALANT OTHERS LOCATION PROVIDE ABSOLUTE TO ALIGN OVER 5TRUCT -_ COATING TO PREVENT .050 ALUM. SCUPPER BOX, - _ STAINL_EP 55 STEEL UNCURED ELASTOfORM _ 8" . CORRO51ON 8'H. x I b"W. W/4'FLANGE. HO5E CLAMP _ _ ____ __-_ 5TANLE55 5TEEL FLASHING BIB FLASHING ADHERED TO WATERTIGHT INSTALLATION SEALANT AROUND PROVIDE ABSOLUTE - - 5U8FLASHI W/BONDING ADHESIVE - -- WATERTIGHT INSTALLATION /2'1/2' HOSE CLAMP PVG BOOT FLASHING - TREATED WOOD , ENTIRE PEkJMETER 8 3/4' -- - - NAILER REINFORCED MEMBRANE oZ SINGLE PLY LAP - - FASTENER FLASHING APPLIED W/ SINGLE Pt-Y LAP ------- ALUMINUM TAPE BONDING ADHESIVE HEMME SUBSTRATE W/BONDING ADHESIVE > al -HEMMED EDGE _ aa FLASHING APPLIED W/ LAP 5EALANT RIGID INSULATION4 BONDING ADHESIVE --�-` _ _-__.-____..- FASTENER 5PUCING CEMENT INSUWTED METAL CURB( BY OTHERS) - �7 _- - 5PLICING CEMENT --- ", RIGID INSULATION - I BASE FLA`iHING Z BASE FLASHING -- WATER CUT-OFF PT WOOD BATTEN NAJLF_R.SEE _ N OLE)ABOVE ROOF 5EE ROOF PLAN a N MASTIC 'PRP DETAIL - -- DRAINS FOR CRICKETS -- \-� ROOFING AND RIGID � �-HEMMED EDGE ROOFING AND \- z INSULATION RIGID INSULATION ROOFING AND REINFORCED RIGID INSULATION \ 1/2' -! -CONT. CAULK - CHEMICAL WELD - CONT. SEALANT 4 1/2' / L - 1- \ � - � FT ; SEAM HASHING PLATE C_ - -7-- I 112"x RIGID 2'EIfS -- n TAPERED CANT - -_- ' 5/8'EXT. 18 PREFINISHEp - - PT WD BLK. 5 I/2'WIDE t HT AS SHEATHING i ICONDUCTOR HEAD fQL 1N MATCH CURB FLANGE W/ i ROOF DECK ROOF DECK-- _ 4 DOWNSPOUT 10 NOTE: PROVIDE 5PLA.5H BE D5G GREEN BLOCKS 9 CLERESTORY- SEE I �- `i DECK CONSTRLJL,TION - DECK CONSTRUCTION -�� REMOVE MIN. AMOUNT OF DECK 10 ALLOW ROOF PLAN I/A-5.0 5/8'EXT. 5Hf RING (REFER TO STRUCTURAL (REFER TO STRUCTURAL) E)LCK CONSTRUCTION MECH. INSTAUATION- --�. INSULATION- (REFER TO STRUCTURAL - NOTE: -E-I.F.5. 5EE ROOF PLAN FOR ALL CRICKET L.00ATION5 2 DETAIL @OVERFLOW SCUPPER DETAIL @ SCUPPER ^ PIPE PENETRATION DETAIL HOTPIPE PENETRATION DETAIL FLEXIBLE PENETRATION DETAIL DETAIL MECH. SCALL:: I I '-O" SCALE: I I/2"= I '-Olt `� SCALE' 3"= P-O" _ ROOF CURB ` o SCALE: 3 I -O SCALE, 3 = I -O SCALE: 3"= I '-O" °p � �• G• F. G. J. M QV E c 1 I I I I I I I I I I TYP, ROOF DRAIN SMITH 1080 OR EQUAL MECHANICALLY FA5TLNtD O f I I TO BASE (REF: PLUMB. VARIES WATER DAM '~ I I DWG5)-�_ I �... STRIPPING I �` SET P INROOFINGG ' _— CEMENT OVER PLIES 1 - I - - -- - - -- NEW K I U AND CU COORDINATE WITH ! - r _ - .� - __- - ______.—{L}Q) Ok.EPDM apaWmdw odd" rr STRUC1tURAl fORIOPENIMG- i I I I I I �,J \ - IN5LILADON ft" °."` "m dam''" •rdwl""N ah.prrM.l wr _ (Tyr ►."ye w."aa� STEEL ANGLE 5UPPOKT9 mem yob#06158 I I (REE: 5TRUCT. DWG5) C� I STEEL ANGLE SUPPORTS ���` UNCERDECK CLAMP 1 1 I I I I I I I I I (REF: 5TRI)(7T. DWG5) - /RECEIVER _ RE DRAIN INSULATE CONGUCTORs INSIDE BUILDING, LIEF D NO EXCEPTIONS - MR.SRoof CONDUCTOR � - -�., - _ ---- -- - ---- -- - - � c (REE: PLUMB DWG5 (fin -EXISTING MALL RUO TYP. ROOF DRAIN 'AlITH 05 II I I I I I 1070 0 OR ECK)Y rASTENED O KE OCATED ROOF DRNNS TIE INTO RELOCAIED ROOF DRAINS TIED IN-0 Mf BASE (REF: PLUMB ,�CXISrING RAIN WA ER EXI9TIN RAIN WATE LEADER VARX-3 U� / jrr /�/ /f/ / i / /'f�' / !'/ / /// / , r,,-/ i, i/ / DWG5) --- - ----- -_-PROVIDE TAPERED �/' j i / HE' INSULATION AROUND ROOr SUMP 5TRIPPING 'f 7N COPPER FLASHING GRAVEL GUARD I /�j / SET IN ROOFING GRAVEL GU / : I I CEMENT OVER PLIES O 10 1 I Tj to IDE DENS-DECK AR UND R HATCH, ♦ OR EPDM ROOF SLOPE I/4• ;/ / INSULATION CONT. 4'-O'MIN., UNDER ROOFING MEMBRANE. / � r/ / /� � �•) a REFEFTO ROOFING MANUPACTURE�5 PER, FT. FLAT / ,� /� / I I I -STEEL ANGLE SUPPORTS CID❑ ❑ ❑ I IN5T LATION GUIDELINES BEFORE STALLING I INSULATION // / _ (REF: 5TRUCT. DWG5) In T - - _. 5 ( 5TEEL ANGLE SUPPORTS UNDERDECK CLAMP - (REF: STRUCI. DWG5) ❑ ~� GRAVE GUARD I / •RECEIVER 1:1 El❑ ❑ ❑ 0❑❑❑ � TAPERED INSULATION - ! / / I I ROOF DRAIN 5 0 II j I LNSULATE CONDUI TORS INSIDE BUILDING, 1YP. ROOF CONDUCTOR ❑, NO EXCEPTIONS - A (REF: PLUMB. DWG5 TAPERED MSU TION ROOF SLOPE s 114"PER. FT. FT A�° ❑ 3 � FOR S11E5) 1 INSULATION ❑❑❑❑ ❑ � /� ROOF HATCH�I t SEE•1 DOOR 5CHED. M -5.0 -. /' M w.^ nate"mow��wwv �, ❑ ❑❑ ❑ 9 I y 2 I I ., IME V'Aft M+M Ww�wl,,A"/ 0- ❑000❑ 0 A.A.p - --- 'y, -- ---i - �- —� -y .y �L r�.areA Rgow w=wts h Me vM _ _ —t tdtelhA M+enl tlt caMett�w&&a 11 -- —_..... .__....__..--- __ ❑ ❑❑11 ', / I Irr►I>,Gesr COVSC07l to ftmhaW. J naloww Wy d We lade I.dra F1 / I Platen in tea.wd rWM.nu1M.Ary ❑ ❑ t-� sbdre to TNa.w Cadact e.on oma❑ _�I � �— - ♦ r C/ETAIL DRAINS �° b ft CONDUCTGt?4 SPOUT TAPERED INSULATION T Pf.RED INSULATION- f ❑ ❑ E4A, ❑❑❑❑ / / GoMtraed'en.t fUa',9ptq GM�1 I ti.no%am A*[A mora re a"6d q I i ALIGN COLUMN ❑ ❑ ❑❑ //// (G) SCALE: ! I/2"= ! '-'/" '°°r"M tM"P'"e"'°''�"°° CONDUCTOR t DOWNSPOUT , SPLASH BLOCK® 0 / - AL GN COLUMN- GRAVEL GLl / MAIN ROOF I 5P;A5H BLOCK® AIN -- __ -- - --- - - ---- -- - - _ - ROOF O ERFLOW SCUPPER -_ 2 - -- 53 STRUCTURE SLOPE: 1/4'PF.R FOOT - - -- - -- - r I ❑❑❑ ❑ OVERFLOW'5CU FLAT IN5ULATION 1 O I I 1 ryEl AA ❑ ❑❑LJ Ll 0 C ._r. 2.9 ❑❑❑ ❑ 5 I-TAPERE INSU TI 6 I [] I i . _.L I I / Z t, t O A-4.I I. ❑ Z U" s D❑❑ ❑❑ A40 EL.EVJ 144..0' ❑ O❑❑❑ 'Li ❑ ELEV 141'47❑ O ❑ r; F1 -- [ � GENERAL NOTE5 1 1 ' ' ��/ 1. 5EE MECHANICAL AND PLUMBING DOCUMENTS FOR LOCATION OF ROOFTOP 7• STOCKPILING OF MATERIALS, EQUIPMENT,CHEMICALS,AND ANY OTHER _ _ /' i UNIT CURBS AND EXHA; �?FANNENT CURBS. ITEMS DEEMED TO BF pAMAGING TO TMC ROOF MEMBRANE OR STRUCTURAL 5Y5TEM 15 PROHIBITED UNLE55 APPROVED BY ARCHITECT, 51RUCUIRAL 5HELL PERMIT - f/✓ 2. ALL FLASHING AROUND CURB5 ANL`STRUCTURAL SUPPORT CLEMENT5 WILL ENGINEER, AND GENERAL CONTRACTOR. �� ROOF`iLOPE = 114'PER. FT. FLAT BE FURNI5HED AND N5TALLED BY THE ROOFING SUBCONTRACTOR. ALL lU I f N5ULATION --TAP2RED IN LATION ROOF SLOPE = 1/4'EER. FT. FLAT i 8• REMOVAL OF CONSTRUCTION DEBR15 FROM THE ROOF AREA 15 REQUIRED ---- II 1 INSULATION j!j PENETRATIONS NOT LISTED IN THIS MUST BE APPROVED BY THE ARCHITECT I I ( / AND COORDIANTED WITt+THE ROOFING 9iUBCONTRACTOR. ON A DAILY 15A515, AND 15 THE RESPGNSIDIITY OF THE GENERAL I I/15/06 / CONTRACTOR OR THE 5UBCONTRACTOK U51NG SAID MATERIAL AW 'OR LOCATE R F DRAINS I'Cr f OM EQUIPMENT. = f f STRUCTUCENTEFZL) OF BEAM 5EE 0 �/ j 3 PLUMBINGRENGINEVENTDCUR.B5 5HALPL B EQUIPMENT. 3fNG. IIN5TALL D BY THF OND REV. DATE � 9. ROOF'CRICKETS"ARE CONSTRUCTED ON ROOF INSULATION, FULLY _ Yom- I I I I GENERAL CONTRACTOR. ADHERED ANU MECHANICALLY ATTACHED, AND COMPAI IBL[WITH THE +�- -- - 4. ANTENNAS AND FY"ED WIRING ARE NOT ALLOWED ON THE ROOF AREA OR ROOFING 5Y5TEM BEING IN5TALL'D. ROOFER 15 RF5PON5BLE TO INSTALL Q -- - _ ROOFING MEMBRANE. CRICKETS A5 NECE55ARY TO PROVIDE DRAINAGE. 5, PROVIDE A ONE(1)FOOT WIDE BY TWO(2)FOOT LONG BY TWO(2)INCH 10. ALL FIEI D IN5TALLED FLASHING TRAN5ITION5 MU5T BE APPROVED BY THE Q THICK CONCRETE 5PIA5H BLOCK AT Ee,CH ROOFTOP UNIT ARCHITFC,PRIOR TO INSTALLATION. JOINT5 IN FIELD CONSTRUCTED (v FLASHING WILL BE SEALED WI1'H 100%51LICONE SEALANT. CAULKING, Ti I I I 6, U5E5 OF WHEELED TRANSPORTATION DEVICES ARE NOT ALLOWED ON THE A5HPHAI.f BA5ED 9EALER5 AND OTHER CHEMICAL5 ARE PROHIBITED UNLE55 Q - OVERFLOW SCUPPER,ITYP, OF 2 I ROOF UNLE55 APPROVED BY THE ARCHITECT, 5TRUCUTRUAL ENGINEER, AND APRRO�ED BY THE ARCHITECT,GENERAL COI•!TRACTOR AND ROOFING SLOPE E 1/4"PER. FT, I W GENERAL CONTRACTOR. CONTRACTOR. I APERED INSULATION tm ap Irk 2@4'1 -PEP, 1 CANT, LOPE o + I I I. ALL ROpi`ING SYSTEMS SHALL COMPLY'Y.ITn A CLASS'A"RCO°LNG -- _--- __ n I/2"PER 12"MIN. - A e o ep in I� CRICKET I/2': 12', _ INSTAUA710N A5 DEFINED BY THE NFC(NOTIONAL FIRI CODE, AND LOCAL en CODES, AS APPLICABLE. rh T en ^ M MM — / W IPG 1 2. PROVIDE WALKWAY PADS(1/2'THICK)2'-Cr x 2'-CY WALKWAY PADS _ 'r W ai „� t f A x i - - 'n �' - "-' °-! ui CONTINUOU5 AROUND ALL ROOF TOP UNITS AND ROOF HATCH. WALKWAY - - - 5CALF: PAD MUST BE COMPATIBLE VOTH ROOFING 5YTEM AND APPROVED BY 3/3,,,, = I ,-�„ ROOFING MANUFACTURER, 2 A A s B B.6 C D r r YML30L.S LEGEND ROOF PIAN G H J ruN►x7Rrtt Mt Noun CIVIL. I ❑❑❑❑ ❑ TU ❑ �-WALK PADS ❑ ROOF HATCH ❑SPLASH BLOCK ►J SCALE: I/I 0 I '-O" LQ� PIPE BOOT 0 WALK PADS t] OVERFLOW SCUPPER ❑ � � ROOF DRAIN � EXHAUST FAN ❑❑❑❑ ❑ ❑ 10 0� s3 A_. • .- , �•_-•,_. .. n9ww,x.Y.w>b....z.o."Ww!wa5w✓ :_ Vlhlgv..rIM1lP,I .�—" werwION 11 I'll I tiffilillp � � � J4 ... ... _ .. A.Hm+ YtYtF..p(�Y.x+C=CR31K..bMrMtkClx�++.N'MWS'eW�Atilu:!36°1ckP'•.AYM7h+;rtn,AwW."'/y,'^IM: 1 t. , 3 �. r 4_ •w+.z+.:a:s.trt-...w,..+.+IYYM*.iA+awr..r.,,..-ten wr.warty.=,erww,.✓..ww...a-+\ir+ilr M ej • ...,ui._�........n.._-.+.w .:�._.. �—__...,,..,�,w,.....,.r,......:..wir...rre.,.rura.w.,en... �/� � I I'�•r . a +. ��. mow .. *.'�•u.asr.+,ar/rlr�.r...p."....w,....,...•.,,.....r..L .....,s....u..s+usut'+.M,«. vw.w,r+..... .....,c r..•",,. .. .w11wa.....wu,-,,....-r+.,w"w• .w.+e,i.,.. _ .-..+m::.. . ,.,wrr,ey7�wrwc •...,,•., -•.,rs•,,, +«•wee...+...ers,-.m.�.wwawA4w-.�rr.,Yamw. k , ..,s�1w+".•ew�aw+a►+rr+w....�tr�+rr.aa..+aa sn.zr,+. .:-...,....,,..,.�..,..... ,. -......,•nv+..--'•aor,.aar,-nnrr.a+.w.uc,..rs,rr. .+iwn•+.wn.t ".......,a...... ,,,., • r i;. z +, rd t, EXTEND ROOFING MEMBRANE UP FACE -OL• fIN15Htt)ALUMINUM CAP OF PARAPET WALL 4 FlASr1ING W/2x F.R.TJP.1. LAP OVER BLOCKING ® WOOD BLOCKING CAP FLASHING -- 5/8'tXTtkJOK SHEATHING EPDM ROOF" SYSTEM- ��\ RIGID INSULATION \ SEt SPEC FOR R`JAlUE r► OVER 1 112' STEEL DECKING ---- i /O BENT METAL BRACKET - 5P-E ---2'E.I.F.5. DETAIL 7B/A-8 0 -� I METAL STUDS x 6'STAINED TONGUE 4 16'O.C. G WOWELEV. VARItS GROOVE CEDAR WO - / 5LAT5(WD-22)TO WRAP 518•F-It.T. PLYWOOD- • SEALANT CA51NG MITER CORNERS 4 5TAGGtR --METAL DRIP CUTS EDGE / -70 ELEV. 152'4' LU AMiNUM FAUX - COLUMN BEYOND- I I I I I I I I GUTTER AND DOWN5POLJT 9 COLUMN FLANGE I TO BE DSG GREEN e[YOND- I TUBE STEEL F E D C C D E 5 F I I SEE 5TRUCT. DWG� 105'-t7 E 5J8'GYP. BD. TO RETURN I T. BACKER ROD 1-6• _ 31_n' '�� -- 31'-O" --- F.O.CW. 40`-0' - - � 31'-0" 3 t'-O' "- - � E TO 5TC�FRONT P-34 `� AND 5EALANT F.O.CW. -� - --- 3/4•F.R,T. PLYWOOD I I G.EQUAL_5PACE5 7[QUAL SPACES 6 EQUAL 5PACE5 ✓ J 6 EQUAL 5PACE5 7 EQUAL 5PACF5 6 EQUAL SPACES SPAC.'[R- I 4 PREFIN15HED ALUM. PLASHING _ - -_- _ -- ----- --_-.-- - -------- - TO MATCH STOREFRONT TURN I c WALL MOl1NT[D UG11T - UP UNDER STOREFRONT. t .6' - TOP Of CL[RE f,t _ - - - - -- _t ........ .. TOP OFCLERI`_STORY 156'0' ---- STORY SEE ELECTRICAL. SEE I � I - I I NTIO 5TE 3/4"ERCT. PLYWOOD I/2' .P.D.M. ROOFING SYSTEM BACKUP® LIGHT---- - 1 / i / / i' ROOF LINE (LOW SIDE) TO EXTEND UP WALL 4 � // / ./ / // / % �� �/ / �/ Ei - - � UNDER FLASHING / LINE L ID s� < 5/8•GYP. B0. - P-34 -- 141'-10' 'CXTEWCNZ SHEATHING � // 35/8'METAL STUDS I/2" T.O. STEEL ►' ® 16'O.C. F- [LtV 139 8 114' ............. _ VARIES TOP F T[EL BEAM VARIES 511T I I'-5 I 5Et FJA-6.0 I BELOW L 3C - FOR SIM6 0 3c 9G 40 • -3 5/8'METAL 5TUD5 8' 9A 3c FOR SIM. 3c 16'O.C. W/tjAT1. • IN5ULATION am "Ot,dw.txua iti NOTE: H. k- .14 A-1.. MAT RI i""rs•"y w•w�r•re .ara�rtut ran"ya"d. BENT MFT/%t. BRACKET -SEE IGID IN5ULA1ION OVER NUT[: 5EE SHEETS A-5.14 A-6.0 FOR MATERIALS OwIY�"�f"aw�Ow wi••t DETAIL 7BIA-8.0 --� I t 1/2"MET DECKING w ...r•y .. I'x 6'STAINED TONGUE 4 I 1 � ELEV. 136'-I I I/4' ������ GROCNE CEDAR.WOOD CLERESTORY ELEVATION - NORTH 7 CLERESTORY ELEVATION - SOUTH m�m�obN 06158 51AT5(WD-22)TO WRAP 8 5CALE: 3/32"= 1 '-0" 5/8'F.R.T. PLYWOOD - - -- - -FLANGE Ur FAUX COLUMN SCALE: 3/32"= ( '-O° MITER CORNERS 4 STAGGER BEYOND CUTS -- ---- • - UtNOTE5 CRJTICAL DIMEN510N5, CV 5 1/4' 5 114" CEDAR WRAP TO BE COVERED AT COLUMNS BY ALUM, FAUX WRAP. u��� UC 9 ',��? CLERESTORY SCALE� I /2 I -O n 3 2 4 2 4 3 PL 2 A-4 0 n-4 0 5 3 A 4.1 5 4 4 5 A-4.o A-4.1 3 Y4O 5 2 O I Q 0 29'-0' 43'0' 43 0' I, 29'-0' 116. 1'6' 1'-6' - I'6' I'6' 4 CY _ I' 36'O" G' 26,0, F.O CW. O I.-G, 26'•0' _ 36 Cr _ 40'-O" P.O.CW. F.O. - Cj P.O.CW. - . 6 EQUAL SPACES 6 FUUAI SPACES 6 EQUAL SPACES 1566'a -L E EQUAL5PACE5 6 EQUAL SPACES_\ 6 EQUAL 5F,10ES -_ - - -- - TOP OF CL RE5TORY -- -- - - - - -- -- - - -. . .. - -- - - .- iOPOFCLERESTORY ---• - --. .. ._ _ _ - 15 ' ci -- E ROOF LINE - ROOF NE - -- R F LINE ROOF LINE i EXTEND ROOFING MEMBRANE UP"ACE -FINI5HEU ALUMINUM CAP OF PARAPET WALL 4 FLASHING W/2x F.R.T./P.T. LAP OVER BLOCKING® OL. WOOD BLOCKING CAP PLASHING / / / \ \ \ EXTERIOR T.045TE L O SHUT111NG - -- - -- - [PDM ROOF 5Y5TEM [E 5PEC FOR R VALUE -- - - - - - _ - - - r VARIES - - - - - - - _ - _ - VARlES�- RIGID INSULATION 5EE 6JA-6.0 \-SPLASH SEE 6/A-6.0 �T[[L JOIST SEE QA-6.0 5EE 6JA-6.C' PlA5H TOP OF STEEL JO15T I ' I I/2" _ E_EV. 156'-0'T/O FA FOR SIM. yA -- BLOCK® 9A FOR SIM. 3c 3c FOR SIM. 9A -- 9A FOR SIM. BLOCK `ITE`L DECKING ----_ CLERE5TROY ClJ`R[STROY �.o• � "n•"" ELEV. VARIES (TIP.) nx FO-Pd�arxo°"rhryr BENT METAL BRACKET - SEE NOTE: SEE SHEETS A-5.1 4 A-6.0 FOR MATERIALS ) NOTE: SEF SHEETS A-5.14 A,6.0 FOR MATLRV,LS �A rokn+rm ntenr,ccaAb m Ere sae 01 t*LNAWd DETAIL 7BIA-8.0 -- 'E.I.P.S. �C,�wv�„a,xiw�n„e, ��'METAL 5TUD5 CLERESTORY ELEVATION - EAST CLERESTORY ELEVATION - WEST Aftj I'x W STAINED TONGUE 4 ® 16 0,C. GROOVE CEDAR WOOD T CASING "- eMb two•ekn w de SCALE: 3/32 I -0 SCALE: 3/�2 I -0 w - � SLATS(WD-22)TO WRAP 5/8' C WSdo?-�mc"5p"Gco F.R.T. PLYWOOD -MITER - METAL.DRIP t•dna � � CORNERS 4 STAGGER CUTS - � _71 ED '"°•"°" mww VwAnmtm ELEV. 152'-4' ne ro xae d.oh eMb�+�+er ALUMINUM FAUX COLUMN BEYOND - ----- - --- ® t/4• NOTES: 1. ALL WALL ANCHOR5 • SHALL BE ZINC ALLOY. Z 2. ALL STEEL FOR LADDER J • TO HAVE A GRAY PRIMER. z J PAINT ALL NOT �O C N " UNE 9EOVOERR20'--0" L :z 0 • 1/4"x 3'BENT PLATE W/5/8' DIP,. 5LEEVE ANCHOR BY • HILTI.OR EQUAL(TYP.) � az f 3-5/8'5TL. 5TUD5(I 6 GA.)AT Q Q i BOTH C 8 x 13.5 CHANNELS N I 5PRING LATCH W/ A"4.1 • ONLY(FOR WAIL - INSIDE/OUTSIDE CONSTRUCTION, 5EE FLOOR ~ NEOPRENE GASKET HANDLES 4 PADLOCK _ PIAN) -_�- -PLATE, 1/4"x 3 ALL AROUND COVER - HASP L4J TUBE STEEL HATCH COVER r: SEE STRUCI DWG's I"FIBER. IN5UL. COLUMN FLANGE VINYL GRIP 2 I/2'x 2 I/?_'1( 1/4"STI. BEYOND -� -ATTACH TO WALL PER STIFFENER ANG1E WELDED TO 5MELL PERMIT BACKER ROD AUTO, HOLD O?EN ARM 4 5ET 3 x 3 FRAME 1 112'BELOW CHANNELS® G'-O'O.C. - AND 5FALANT HATCH COVER RELEA5E ------- r- TOP OF ROOF INSULATION ' N5NRUCTIONS PROVIDE \ 5� -� RETRACTABLE SAFETY __ I"DIA. STEEL RUNGS 5/8'GYP, BD. TO RETURN / -c3"x 3'x 114.4 SIDES WITH BLOCKING A„9 REQUIRED. TYP. - PREfIN15HED ALUM. FLASHING Ppgt ---�'•�� @ 12'O.C.WRAP W/ TO STOREFRONT P-34-- 14 -- MITERED CORNERS NON-SLIP MATERIAL I I/15/06 � TO MATCH STOREFRONT. TURN t,)+ C 8'x 13.5 FROM FLOOR F. PADLOCK HASP 1/4'x I 1/2"THRF-ADED 5TUD5 TO 5TL.. ABOVE, UP UNDER STOREFRONT. 314"F.R.T. PLYWL?OD - CURB WI I F"0.C.-- -- - • ---- SPACER--- -- ECFV. 141'-I O" INTEGRAL CAP - b ;� REV. DATE 5/8•GYP. BD - P-34 1121 " E.P.D.M. ROOFING 51'5TEM FLASHING TO EXTEND BJP WAIL 4 CHEMICAL WELD I 3 5/8'METAL 5TUD5 I ® 16'O.C. UNDER FLASHING 3'x 3"x I/4'STC. ANGLE EXTERIOR 5HF_ATHING • 6 I/ l;N EXPANSION BOLTED TO FLOOR STEEL BEAM -SEE �_ AND WELDED TO CHANNEL --_ �---1"RIGrn FIBER • - ------- - STRUCTURAL -, 4'x 4'x 5/1 G" ... IN5l1L. ALL - ---- • y 3 5/8"MErAI- 5TUD5® ANGLE FRAME I INSLUATION AROUND CURB • I/2' I'-I" 16'O.0 W/BATT. PERP. TO.IOI:jT- - �---PLATE. I/4"x 3' PROVIDE 3/4"WATER LINT AND _ P. • INSULATION BENT METAL BRACKET - SEF 114"x 3'BENT PLATE THREADED SILLCOCK AT THIS ' ATL. STUD WALL W/5/8'GYP. f LOCATION. PROVIDE INSULATION 13D. ON EITHER RIGID INSULATION OVER `JV/ H DIA. SLEEVE WALL 5ECTIO 55FOR DETAILS. _ A I 112*MET. DECKING ANCHOR BY"HIL fl" 9EE PLUMB. DWGS. � • --- - � ___ _ DETAIL 7B✓A-8.0 --1� 1 I '•-. FOR WATER LIN[A9 REQUIRED. I'x 6'STAINED TONGUE 4 ELEV. 136'-I I I/4' OR EQUAL-(TYP.) 2'-6"W x 3'Oh --- - -TREATED WOOD 13LOCKING SCALE: r GROOVE CEDAR WOOD _ D • ---I/2"F.R. PLYWOOD TO ATTACH TO SLATS(WD-22)TO WRAP / -_ NOTE: REQUIRED WALL CONT. ALONG HEIGHT OF VARIES 5/8"F.R.T. PLYWOOD - FLANGE OF FAUX COLUMN STEEL LADDER - I 112'x I 112'x 114' MITER CORNERS 4 STAGGER BEYOND 5EE ROOF PLAN FOR ALL CRICKET ANGLE FRAME PARALLEL TO ' LADDER. CUTS -- -- - • -DENOTES CRITICAL DIMENSIONS. LOCATION5 JOIST ROOF DETAI 5 1/4" 5 114" CEDAR WRAF'TO C"-COVERED AT 120'•2 1/ COLUMNS BY ALUM. FAUX WRAP. -' FINISH x100 53 g DETA.II_ @ ROOF HATCH SECTION @ LADDER .'AGE 05cALr-! DTAL �-'xl�'o'-Ac5 SLADDE��SCALE: I/2"= I '-O" rCALE• I "= i '-O" a l__ / _ - : I 1/2 - ... > �"�• �„ �"W YR•R'f':T, %wH'tlNMM" �1'lAM+,MnMMroD'hdl. 1:71 jt 1.T'1 11.1. t � . T�T OUX 7AW I �11 I T' W Illllllllllll ,,, � � , { r, 3. ' . It' • 1r . 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U!-t/ 101 � '; Yx9-�,; ,!.- .-�" J 5 �,! •.' n 5 Tn-I USG GREEN rJOTt r�.r, HEARTY M0S5 7319 14 102 NOT USED F 3 HELIX Z 1 BLACKCON5TRUcrION SPECIALTIES 14 103A NOT USED R-20 5UPER X PERFORMANCE FLOORING GREETi P-10 __ MONDO/VENDOR#9 9FOOTWEARI U3B NOT USED -` - SC SEALED CONCRETE SLAB CLEAR - SEE SPEC. G.C.-1 STAIR- EXTERIOR; 10.3 ^O:LCht MtA, "�r-0' , 34' J2 r? 5TAIR 510t P-34,'tXT 10 MATCH AD.) MATFRIAL NOTt5 N2.#5.#Y.#13.r r 14 5-22 INDIAN SLATE(REAL SLATE)_ 12'x 12"x alb" AUTUMN STAIR 05 EAST GUAST TILE 3TOP OF ESt,..LATOR5 QLLOW MITA; ,:T', - " ; ti r 20�ALt5 511t/ P-34:7AIR 50t Nutt V.r% T-1 12 x12'CERAMIC TILE MONTICITO, 5KUNt M)22 DAL-TILE 3 RE5TKOOMS106 NOT USED oL 1-20 PORCELAIN TILE- 12'x 12' 5MOKEY-AV-35 CR055VfLLE G.C. ENTRY VESTIBULES IOTA VIDEO IOTA A HOLLOW METAL 4'-0'x e-8'x 1 314' LOW H.MTL J.I H.MTL H-1 --- --- P-34 BOTH 51DE5 NOTE#5,r7 V-20 IMPERIAL TEXTURE-EXCELON- 12`x 12',GA. I/8' PEWTER 151908 ARMSTRONG 3 THROUGHOUT- REFtK T1078 VIDEO 1078 A HOLLOW METAL (2)3-b'■7-17 x 1 3101IGH PAIR H.MTL. J-1 H MTL H-1 --- P-34STOCK510UP-21 IN510E NOTE I5,r7 u- V-21 IMPERIAL TtXTUKE-EXCELON- 12'x 12',GA. 1/8' PUMPKIN ORANGE 05'813 ARMSTRONG31 THROUGHC�I'T- ICEFER TIOb tX?CK 108 COMPACTOR w A"t'AL ? , ; ,3 12 8 n-C Ex1FR10rc TO N+ATCn BR Cti'PAINT'NTER!UK"34 r,OTES N?,N3,r4.N5.r 2 r 3.1 rI6 V-2.2 IMPERIAL TEXTURE-EXCELON- 12'x 12',GA. 18' CHARCOAL 051915 ARMSTRONG 3 I THROUGHOUT - REFER T109 DOCK ,08 ROLLING DOOR ti0L_•K.;, fe "3 cr �'L ;.3 n 3 FAcrorty F+�JME rIN15n NUT> N2N4,r r In.r 13 V 26 IMPERIAL TFJ(TURE E`CELON- 12"x 12',GA. 118' SAFFRON GOLD#5 19 I5 ARMSTRONG 3 I THROUGHOUT - REFER t ;OTE r2.#4,r5,N 1 Q.r,3 ✓ 27 LUXURY VINYL TIUE GgEENWICH MAPLE 0007 _ _ ROPPE 3 I APi'AREL, TEAMSPORIS I I O DOCK 108 ROLLING DOOR RJi:,Nv 5'tf: P ^'. C" 1. 3 �'� n•� - FACTORY PRIME FINSn -- - 1 I HOCK 108 EXTERIOR �U'•LO�ti META "7-0'. 3/4' VTI J-2 n.MTI n-2 5TAIR 500 P-341 EXT 10 VATCH ADJ MArfKIAL NOTf5 r2.r5.N7,#13.4 r 4 V-28 GENIIWCOD 11• 3'PLANK WIDTH ME5A WALNUT PERMAGRAIN PRODUCTS, INC. 31 GOL` 1 I MECHANICAL ! 10 A :�t•;MITA; 14' v- J-1 MTL n• r 34 BOTH 5Dt5 NOTE#5.r. V-29 lmefl?IAL TEXTURE-EXCELON- 12'x 12',GA, 1/8' A511 GRAY#51925 _ ARMSTRONG 31^ HUNTING t13 5TOCK 106 DBL IMPACT DOOR C HIGH IMPACT III V.P. 2)3-0'"91-V. 1 314' n MTL J-7 H.MTL n-7 T5-5 F AMt5-5TOCK 510E P-34/SALES SIDE P-20 NOTE 05,#15 V-30 PLANKWOOD-6'PLANK D5X 8305 -BLUE CENTIVA - 23 F15HING, LODGE, CAMPING - 6"WIDE NOTF5 r4.r, 1 - D5X 1 171 -EDGE 5E-TRADITIONAL OAK CENTIVA --- -- 23 2ND FLOOR- 4'WIDE E_t•CTRICAL ! �= -' ,'NK Ft NC` ;,° - -• V-3 I ULTRAPLANK-4'PLANK NOTt5#4.#1 1 V-32 ULTRA5TONE- 18'x 18' - CU5TOM 0 D5X-027-05 -LIGHT GRAY CENTIVA e - 23- 15T FLOOR � rLECTR1CAl 1 :2 ..,,L NK FENCE .•." ;.�,' ... - ... _ ---- -. r 5 T AIR i 14 !NTERJOR a L'4 META: " . '0'• 3';' J-I T5.3 -- T STAIR 51Dt P-341 CORP.IDOR 51Df.P 20 NOTF5 Ill r7,01? V-33 ULTKA5TONE- t 8'x 18' _ - ---�- - -- _ r 1 _ CU5TOM 0D5X-1099 ORANGE CENTIVA 23 15T FLOO`: STAIR Fj(ftR10R A HOLLOW ME AL -Cr, -0'x 1314' n till J H.MTL n-t T5 3 'JAIR 50f P-341 EXT TO VATCn ADJ.MATERIAL NOTt5 02.05,x 1,r r N 14 V-34 ULTRA5TONE- 18*x 18' D5X-2634-DARK GRAY - - -- - - -, Mr"A • . ,-, . 3.4, .. 3• _—_-._ -X3-6'X _—� CENTIVA 23 IST FLOOR 1 18 STOCK 1 !5 T 20 5A1t5 510FJ P-34 5TOKAGE 5(Dt — NOTE 05,07 V-35 ULTRAPLANK-4'X 36'X 1/8' UPI 112TK56*CHERRY' CENTIVA_ - 23 12ND FL DOR 1, ry TF - }4 --- --- -- ... - - •-- -- FACTORY PRIME FINISH NOTE#5,#7 W-20 WOOD FLOOR- V PLANK,318'THICK MAPLE CONNER OKT5 F_L 9---- -- - - 119 MALL ENTRY 116 B COI;SECURITY GATE Stt SHEET A•12. _ SP OCTRING/VEND. M9 _ 15T FLOOR STAIR 1N �RIOR ,3 ;`a,w ,:}; F'345Att550t F-G3 NUNF5 r5.Illi?,r16 VM-I VINYL-'SOLID" BLUE#X702 ----- - -`_ CENTIVA 23.1 MEDALLION I_st FLOOR` � - )TA.IR , 1 7 EX•TFROR �+ ` 4 �' ;H 2 FAIR'' !t a 341 EXT TO N'ATCn AD.' VArFRIA NOTE5 N2.r5.V.N 13,4 N+4 VM-2 VINYL-'50LID' — GREEN#X703 CENTIVA 23.7 f.. � w MEDALLION I tit FLOOR 122 LAY-A-WAY A HOLLOW METAL '-IY x T-0'x 13/4' n MIL. J-I h MTL H I T5-3 VM-3 VINYL-'SOUD' - -- - -`--- -� ___-- - _- - iz SALES P 20,STOCK P-34 NOTE/5,07 - _ _ ORANGE 1X701 CENTIVA 23.1 -AEDALLION I st FLOOR X 123 NOT L15ED VM-4 VINYL `SOLID' -— BLACK/X704 ------ --- _ _ _ _ CENTIVA 23.1 MEDALLION 15t FLOOR. � 124 L.P. ROOM 120 A r10llOW METAL 4'x T-0•x 1314' H.MTL J-I H MTI H- T5-3 5TOCK SIDE P-34/SALES 51pt P-23 NOTE r5,17 VM-5 VINYL 'SOLID' - -u---- RED 1X700 --- l- - - -_ -- - �' >< E - _ _ _ CENTIVA 23.1 MEDALLION t st FLOOR � F6 125 CHG, ROOM 121 n WDOU 3'4'x 6'-0'x 1314' n.MTL J-1 H.MTL H I T5.4 P-29 BOTH 51Dt5 NOTt 05,I8,118 VM-6 VINYL-'SOLID' - GOLD/X844 - CENTIVA 23.I Q MEDALLION I st FLOOR ' 126 CHG. ROOM 122 H ;. - 3'-0'x 6'-0'x 1 314' H.MTL. J-1 H.MTL H-I T5.4 P-29 BOTH 51Dt5 _---- NOTE.05,08,118 127 CHG. ROOM 123 n WOOD 3'-0'x 6'47 x 1 3/4' H.MTI. J-1 M.MTL n-1 T54 P-29 IiOm SIDES — NUT`r5,18,r a P-9 PAINT -MATCHE5 NHDF 5W-0036 BUCKRAM BINDING 5HERWIN-WILLIAM5 G.C. 126 CORRIDOR 124 n *000 3'4•x 6'-0'x 1314' H.MTL J-1 n.MTI H-I T5.4 P-29 BOTH 51DE5 — NOTE 05.08,018 P_20 PAINT(EGG 5HEW DIGNITY BLUE-5W 6804__ 5hERWIN-WILLIAM5 _ FOOTWEAR/TEAM_5PORT5 � 129 CHG. ROOM 125 n WIIC 3'-0'x 6'-0 x 13/4' H.MR J-1 H.MTL H-1 P-34 SAltS SIDE;P-29 IN51GE NOTE#5,18,#18 P-2 1 PAINT(EGG 5HEW - TRICORN BLACK-SW 6258 - 5HERWIN-WILLIAM5 G.C. THROUGHOUT O fg Q 130 CHG. ROOM 126 n WOOD 5.0'.6'-0'. 1 314• H.MTL, J-1 H.MTL 1_1 P-34 5ALE5 SIDE;9-29 IN50t NOTE 05,08,r 18 P-22 PAINT(EGG 5HEW NAVk 5W 6887 _ _ 5HERWIN-WILLIAM5 — G.C. FOOTWEAR, TEAM5PORT5 '�"'1 f 131 H.C. CHG. ROOM 127 H WOOD 3'0'x G-0'x I V4' H.MTL -J•T H MTL N_I P-34 5ALt5 5Df;P-29 IN51Dt NOTE 05,08,#18 P-23 PAINT(EGG 5HELL) VAST SKY -5W 6506 _ - SHERWIN WILLIAM5 G.C. FOOTWEAR, BIKtS/FITNESS < 132 CHG, ROOM 128 H 1001000 3'4'x 6'-0'x 1314• H MTL J I M.MTL n-I --- P-34 5ALL5 510E;P-29 IN50t NOTE 05,08,r 16 P-24 PAINT(EGG 5HE5) 5MOKEY TOPAZ-5W 6) 17 5HERWIN-WILLIAM5 G.C. FOOTVvt AR 133 CHG. ROOM 129 n WOOD - 3'-4'x 6'-0'x 1 314• - H.MTL J-I H.MTL n-I P-34_W5 SIDE;P-291N51(X NOTE 05,/8,018 P-25 PAINT(EGG 5HEW TATAMi TAN 5W 61 16 5HERWIN WILLIAM5 G.C. LODGE 134 CORRIDOR 130 H W001) 3'4'x 6'-0"x 1 3N' H.MTL J•! n.WTI H-1 _••. P-34 5ALE5 SIDE;P-291N50f NOTE 05,#e,r 18 P-26 PAwr(EW.5HEL) HUSKY ORANGE - 5W 6C•36 SHERWIN-WII_LIAMS G.G. RUGGED BOOTS _ E 135 CHG. ROOM 131 H WOOD 1.17 x 6'4'x 1 314' n.MTL J.1 n WTL. H-1 - P-XX 5ALE5 51DE:P-291N510t NOTE 05.08,#18 P-27 PAINT(EGG.5HEW CHERRY TOMAI0-5W GIYA 5HERWIN-WILLIAM5 G.C. APPAREL - �$ 136 H.C. CHG. ROOM 1.32 H wow 3'4•x 6'-0'x 1 314' H MTL J.I H.MTL M-1 T P-XX SALES 510t;P-291N50f NOTE 05,18,NIB H P-28 LOU15BURG GREEN-PAINT 05G CU5TOM LOUi5BUKG GREEN 5HERWIN-WILLIAM5 G.C. 2ND FLOOR 37 STOCK ROOM 133 A HOLLOW METAL -0'x T-0'x 1314' n.MTL J-I M.MTL n-I T5 3 SALES P-xx STOCK P-34 NOTE/5,I7 Z P 29 PAINT(EGG SHELL) NAVAJO WHITE 5W 6 126 SHERWIN-WILLIAMS G.G. wr,.�nra _ THROUGH OUT .e.."r4_. o�y w,wx Ww.wry<o w 138 H.C. CHG. ROOM 134 H WOOD 3'-0'x;-0'x 1 314• H MTI. J-1 H.MTi. H I --- P0 5ALt7 SIDE;P-291N51DE NOTE 05.06,II B P-30 PAINT(EGG SHELL) _ FROSTY WHITE-iW 6136 5HERWIN-WILLIAM5 G.C. CEILING I st t 2nd FLOORS or%*%,��"x�„ •" 139 CHG, ROOM 135 H WOOD 3'4'x G-C x 1 314' H.MTI. J-1 H.MR. H-1 _-- P-Xx 5ALt5 51DE;P-29 IN51DF NOTE 05,18,#18 P-3 I NOT U5ED BLACK-5W 4000 --- G.C. mJm Job#06 158 140 CORRIDOR 113 _ P-32 PAINT(EGG 5HEL) _ D5G CU5TOM RICHMOND 515GUE _ n WOOD 3'-0'x 6'-0e x 13/4' n.MTL, J I H.MTI H-t P-20 BOTH SIDES NOTE/5,18,#16 SHERWIN WILLIAM5 G.C. GOLF 141 STOCK ROOM 133 n WOOD 3'-V x 7'-0'x 1 314' H.MTL. JI M.MTL. n•I 15.3 --- STOCK SIDE P 34 P-33 NOT USED - --- _ --- G.C. 201 MEN EN A HOLLOW METAL 3'-0'r T-0'x 1 314' n.MTL. J I H.MTL. H I T5-6 P-34 PAINT(EGG 5HELIJ D5G CUSTOM IN)ER10R HARTFORD GREEN SHERWIN-WILLIAM5 G,C. THROUGH OUT - - _ TOILET SIDE P•9/5ALE5 SIDE P•28 NOTES I5,I7,I t 9 -- _ -` _ P-35 NOT U5ED --- G.C. --- N 2O2 WOMEN 203 A HOLLOW METAL 3'0'x T 0'x 1314• n.MTL. J I H.WTI. n.I TS-6 -� 101ttT SIDE P-91 SALES SIDE P•28 NOTES/5,t7,/19 -- It 203 DEPT. MGR 204 A HOLLOW METAL 3'0'x 7-9 x 1 314• H.MTL. JI H.#ATL ~H-I T5.4 --- P-34 BOTH 51DE5 P 36 PAINT(EGG 5HEW TECHNO GRAY-5W 6170 SHERWIN-WILLIM15 G.C. 204 LUNCH ROOM 205 -"' -- NOTE 15,17 -" - _ I st FLUOR FITTING ROOMS _ m _ A HOLLOW METAL 3'-0'x 7-9 x 13/4' H.MTL. JI H.MTL M-1 15-4 P-34 BOTH 51DE5 NOTE 15,#7 P-37 PAINT(EGG 5HE5) COLONIAL REVIVAL 5TONE - 5W 2827 5HERWIN-WILLIAM5 G.C. THROUGHOUT 205 STORE MGR. 20'7 A HOLLOW METAL 3'(7 x 7-0'x 1 3/4' H.MTI. J-1 H.MTL. ",I T54 ... F-34 BOTH 51Df5 P-. PAINT(EGG 5HELL) RED BAY DSG RED SW 6321 SHERWIN WILLIAM5 G.C. i HROUGHOUT C� NOTE#5,N7 206 CORRIDOR 206 A HOLLOW METAL 3'0'x T-0'x 1314' H.MTL JI H.MTL. n-I P•34 BOTH SIDES CL-20 A.C.T. FISSURED(24'x24'x5/8') WHITE -0896 ARMSTRONG WORLD INDU5TRIE5 G.C. LF PR 5H P E(LING -- NOTE N5,N7 _ U' CL_2 I A.C.T.-FISSURED(24'x48'x5/8") WHITE-0695 _ ARMSTRONG WORLD INDUSTRIES G.C. SEE PLAN 207 A HOLLOW METAL 3'-0'x T-0'x 1314" H.MTL. J-1 _ M.MTL. 1_1 1`x-4 --- P-34 BOTH SIDES NOTE 05,N7 -1 U CL-22 GYP.BOARD P-29-BONE WHITE(INT. READY MIX) 5HERWIN-WILL.IAM5 -` G.C. SEE PLAN 208 COUNT ROOM 209 - n WOOD 3'0'x 6'-0'x 1310' n MTL �J-I n.MTL 11-I TS 4 -- P-32 BOTH 51DE5 NOTE 05,08,#18 _ L �- �- -.._--�---- CL 23 ALUMINUM LOUVERED CEILING WHITE CUSTOM ARCHITECTURAL DESIGNS 32 LOWER LEVEL. CHANGING ROOMS O . 209 STOCK ROOM 2 10 H WOOD 3'-0'x 6'-f>•,. 1314' H !eTl JI H.MTL H-I T5-5 --- P-28 SALta1 P•34 STOCK 510E NOTE 15,I8,018 (3-1 BASE 4'f11GH MDF - _ w MONTICITO MA_RLITE_ G.G. NATURAL UNFINISHED SURFACE(UN1�55 NOTED) O , 'AIF:2 1 2 ::Jw'A'AL ' 0 "'.�"•x l ;1 r M,L �R 'TA1R;,�I F'•3a15Ai.E5 5iDE P-28 JOTp515.07,11112.N 16 _. _ - _ _ _ 21 I WORKROOM 213 D ALUM. '-0'x T-0'x 1 314' AWM. J 6 ALUM. H 6 T5.5 P•34 BOTH SIDES LU B-2 RE51UfNT BASE-4'VINYL COVED MONTICITO -^-- -- -- -JOHNSONITE — - G.C. #80 FAWN ----- — L4 „ O --- NOTE#5,#3 212 ARCHERY/PAINTBALL 214 D ALUM 3'4'x T-0'x I V4' ALUM J G ALUM MG --- ---- MEFINISHED DARK BRONZE ANODM ALUM, 8-20 COLOR-INTEGRAL WALL.BA5E GRAPHITE GRAY ARMSTRONG 31 THROUGHOUT - REFER TO PLAN NOTE N5,/9 � • 2)3 WORK SHOP 2 15 D ALUM 3'-0'x 71)x 1 ?A' - ALUM. J-6 ALUM H-6 -• BT-I G'x 12'COVE TILE BASE MONVOTO,B'CUNE M 122 DAL-TILE --- G.C. RE5TROOM5 - PREFINISHED DARK BRONZE ANODIZED ALUM. NITS/5,19 __ _ _ 214 NOT USED - BT-2 4'X 12'BULLNOSE MON-_0T0,b'tJNE M 122 PAL-TILE G.C. Rl`_5TROOM5 P,`'' _ Q WD-20 STRIPPED TIMBERS 5TRIPPED TIMBERS _ H05TETTLAR MILLING 7 FI5HING/iACKLE SHOP AN. ROOM ROOF '1ATt,H O�CN'A!'A' c, , ev F/FC r WD-2 I MAPLE CLEAR POLYURETHANE FINISH _ LOCAUCONTRACTOR SOURCE G.C. HAND RAIL Q FLOOR OPENING ACTORY PRIMf.FIN15n NOT,f N4,#5 SEL DETAIL I/A4.1 WD-22 CEDAR _ 5HERWIN WIWAM5 P63BXN 22422-4337 LOCAUCONTRACTOR SOURCE G.C. THROUGHOUT 2nd FLOOR ,� p 21G 5TOCK_216 DBI. IMPACT DOOR C HIGH IMPACT ar V.P. (2)3'-0'x 9'•V x 1314' N.MTL. J•7 H.MTI, n-7 T5-5 --- FRAME9-STOCK 910E P-34/SALES SIDE P-28 NOTE/5,015 217 ;'-ECL. PGO'' ?0 CnA N' NK`tNCF 3 O'x 7.0 WD-23 WOOD VENEFR MATCH PL-24 LOCAUCONTRACTOR SOURCE G.C. _ GOLF � !J0TG3 N4,r PL-20 HIGH PRESSURE LAMINATE LUCiDA 0287 W/GL05S FIN. ABET LAMINATI I FOOTWEAR p 217A ft.EC' 'rot/ ; CHAIN�NKFENCE 3'-o'.:!'-0 NUTF�ra,r , _ 218 H.C. CHG, ROOM 223 H WOOD 3'47 x 6•-0'x 1314' i - PL-2 I PLASTIC LAMINATE BLACK FOREST(GREEN) D452 60(MATTE) _ WILSON ART I CASHWRAP __ J-I H.MTL. H•I P-29 B01H 51DE5 NOTE 05,06,01 D _ 219 H.C. CHG. ROOM 224 n PL-22 PLASTIC LAMINATE BEIGE GRAFIX-506-58(MATTE) FORMICA I CA5HWRAP _ WOOD 3'-0'x c,'•V x 13/4• H.MTI. J-1 H,MTI. n-I -•- _ _ •-- P•29 BOm SIDES wI1T:N5,#8,118 22L, PL-23 PLASTIC SUMMIT ASH-WA01 I-S(SUEDE) PIUNITf I 'nIp ?2%' HQI;OW Mf"AI 3 0'•7.0'x 13/4' n MTL. ." ,3 gTA1R S DE F•34/SAI E5 51Dr P 28 NOrti r',r 17,N 16 LAMINATE HUNTING THROUGH CAMPING W PL-24 PLA5TIC LAMINATE YOKK5HIRE CHERRY-WC41 1 (SUEDE) PIONITE - I tlNow r rw war WSW"oxi,&M if -' -- - -- - - ---- _ L" GOLF per+xro x«n�.���,a,y r r T m4e"Kee vuww ucaxx..�tK+ore Z PL-25 PLASTIC LAMINATE BLACK 909-58(MATTE) FORMICA _ I RUNNING fe %ty a the t.x*�re Ir4w G OOM 27.E _ n WOOD � x '.0'x I 4' H.MTI. -I H. H-I _ - - P. •-��pE-� - - I T�/5 # .,,d�wo�corer tartnrwr w n+�v� T _ _ _ ABET LAMINATI I +a"e.ma"%af�reo'd"n I rl-I ,� PERIWINKLE-430(MATTE) A '1QLQi�MCT '-V x T-0'x 1 q' ` PL-26 FUISTIC IAMINMTE RUNNING +rxe�m~av��e" .-,L- P- 4 SIDES TE I., 17 � PLASTIC LAMINATE ? n Lam. :,,ti t" ,7 "x , �t V�: H Y . 1 C 5,A*q Dr:p. S " r_ rr d", PL-?_7 TIGER LILY 9( 19 5(SATIN I T ewmt torfferoiCatww.tp., -- 3415Atr551DIf, 2 � ) .- + ',x,;,rl� � ) LAMINART RJNNING Fumwo„oa.,Frx,o,,,,e,r„tou,e 225 NOT USED - D ALUM 3'-0'x T-0'x 1314 ALUM. J-6 ALUM. H-6 PREFINISHED CLI! ANODIZED ALUM. NOTE#5,N9,#10 PL-28 PLASTIC LAMINATE _ TROPICAL LIME 9165 T(TEXTURED) LAMINAR# I -- -- '^e e'w u'd0 s' *” __ ____ RI;N_NING --- PL-29 THERMOFU5E0 MELAMINE PANEL WHITE - MARUTE 17 ARCHERY/DRIVING RANGE WALLS ��ofwork v,���`Y NOT U5ED - - - c;aaxaor-��,a�xy cwt STOCK ROOM 230 ---- _ __ FL-30 PLASTIC LAMINATE - NATURAL MATTE ALUMINUM-2023(MATTE) FORMICA I HAGF N/COLUMOIA 228 STOCK ROOM 231 AY-M 0'x T-0'x 1 3✓4, F ( H. P-3.4 BOTH 51M5 _ _ NOTE 05.#7 MT-20 METAUPOWDERCOAT5 MATfE BLACK(RAL 9005) 049/80350 TIGER DRYLAC _ I FIXTURES 279 STOCK ROOM 232 '-0'x T-0'x 1 '4' — - -- MT-2 I METAL/POWDFRLOATS CORVEL MIST GREY (WRINKLE)#12-7003 :MORTON PO_WDERCOATING I APPAREL FIXTURES I n-I - P-28 SAYS SI P• 4 STOCK SIOf NOTE I I _ _ 230 DISTRICT MGR. 234 A HOLLOW METAL_ 3'-0'x T-9 x 13/0' H.MTL.~ J-1 M.MTL. M-1 T5.4 P-34 BOTH 51DE5 NOTE/5,I7 - MT-23 WELDED WIRE MESH PLAIN STEEL McN1CHOt5 G.C. GUARDRAIL 231 A.A. 235 A HOLLOW METAL 3'-0'x Td7 x 13/4' H.MTL. J-I H.MTI. H I T5 4 — - - P-34 BOTH 51DE5 NOTE 05,#7 MT-24 FLAT EXPANDED METAL PLAIN STEEL z _ STANDARD DiCK'S SOURCE OR MCN(CHOIS FIXTURES 4 THROUGHOUT _ 737 GOLF SHOE STOCK ROOM 236 A QJ1Dw METAL 0'x T-0'x I 4' I H-I MT-25 METAUPOWDERCOAT5 U L Q ,-MI P• 4 _510 - - E 05,07 _ CORNER FORRE5T GREEN(WRINKLE)31-6005 MORTON POWt)ERCOATING I FIXTURES t THROUGHOUT MT-26 METAUPOWDERCOAT5 SILVER MATTE#49/90500 TIGER DRYLAC ) FIXTURES THROUGHOUT Q Q MT-27 FLAT EXPANDED METAL Ut PLAIN STEEL McNICHOLS ) TV_CAGES/FC>OTWEAR Z LV Q I. AUTOMATIC SLIDE DOOR MFGR. TO PROVIDE ALUMINUM THRESHOLD ADA HANDICAP APPROVED WITH SLIDE DOOR ASSEMBLY. DOOR CONTRACTOR TO INSTALL Q MT-28 — ROUGHED PAW STEEL WIC.C. _ LOCAL CONTRACTOR _ G.C. = p[ OUTSIDE/EXT. VESTIBULE - D5G GREEN Q C� IN5IDFJ INT. VESTIBULE - CLEAR ANODIZED ALUM. MT-29 BLACK 5HOWCA5E FINISH I g 5HOWCA.7E FRAME � n pL 2. INSULATED DOOR w/PERIMETER WEATHER STRIP t WEATHER DRIP ABOVE DOOR. MT-3C METAUPOWDERCOAT5 U5 2 FINE TEXTURE GLIMMER#49(70707 TIGER DRYLAC I FIXTURES (THE LODGE) - > 0 5M-2 I DRY LAY STACK STONE SYMMETRY FOAM PRODUCTS 24 2ND FLOOR THROUGHOUT F- r- 3. COORDINATE SIZE AND 5PECiFICATiON9 WITH COMPACTOR MANUFACTURER. FRAME LOCATION FLUSH WITt+ , 151DE W4L(COMPACTOP DJOK HAS 180 SWING). 5M-22 LUMA517 FR05T-SOS AMERICAN ACRYLIC CORP. - I 15T FLOOR AND eIXTURF5 SM-2Eo WEATHER GLAZE/CORT.UGATED FIBERGLA55 WHITE#912(2-1/2'THICK/',50 5ERIE5) SEGIUENTIA I FIXTURES ' 4. HARDWARE SUPPLIER IS �O PROVIDE A PADLOCK FOR THE ROOF HATCH, COMPACTOR DOOR, OVERHEAD DOORS, LAY-A-WAY, 4 MALL GRILLE. COORDINATE KEYING WITH DICKS SPORTING GOODS. g 5M-25 507 WHITE 5PLA5H GMPM05H - --- - - _ �i 5. SFE SPECS FOR HARDWARE SE'S Y`MM / HART PFR1N"ErFR TENANT �r 6. SEE SHEET A-5.1 FOR 700R DETAILS WT-I 12'X 12'WALL TILE --+ MONTICITO,ALBA M 121 (ACCENT BAND) UAL-TILE G.C. RE5TRC10M5 IMPROVEMENT WT-2 12'X 12'WALL TILE MONITCITO,BRUNE M 122 DAL-TILE G.C. RE5TROOM5 - -5E_ 7. ALL H.M. DOORS 4 FRAIv'FS TO DE FACTORY PRIMED 4 FIELD PAINTED - SEE SCHEDULE FOR COLORS. - - -- WT-3 4'X(2'BULL NOSE WALL TILE MON(TCITO,ALBA M 121 DAL-TILE G.C. RE5TROOM5 3/26/07 8. ALL WOOD DOORS t FRAMES TO RECEIVE PAINT/STAIN - SEE INT. DETAILS R DOOR 5CHEDIJLE FOR COLORS G-I TILE GROUT (MFGR. RErOMMENOED 3/16'JOINT) 5TANDARD CHAMPAGNE-H 136 HYDROMENT G.C. RF5TROOM_5 WALL AND FLOOR G-2 FLOOR GROUT DFLOREAN GREY-H 160 HYDROMENT G.C. VESTIBULE AND SLATE REV. HATE 9. DARK BRONZE ANODIZED STEEL FRAME CO LODGE AREA, CLEAR ANODIZED STEEL FRAME Q GOLF •- _ - _ - - p� - T5-1 WOOD FLOOR TO S.C.TRANSITION STRIP TO MATCH WOOD FLOORING PROVIDED BY FLOORING INSTALLER G.C. SEE FLOOR COVERING PLAN5 FOR LOCATIONS Q 10. PROVIDE ALL P.t Ol11REU DOOR BUMPERS I1.J _ = TS-2 WOOD TO CAI:PETN.C.T. TRANS STRIP TO MATCH WOOD FLOORING PROVIDED BY FLOORING INSTALLER G.C. - - SEE FLOOR COVERING PLANS FOR LOC_AT10N5 TS-3 CARPET TO 5.C.TRM51TION STRIP 55R-40-B-BLACK JOHN50NITE G.C. 5EE FLOOR COVERING PLANS FOR LOCATIONS ✓y -6 4 I I . WOOD STUD FRAMED DOOR W/CHICKEN WIRE BOTH SIDES. PROVIDE PADLOCK W/HASP. � L� 12. RATED DOOR 4 FRAME T5-4 CARPET TO V.C.T.TRANSITION STRIP - CTA-A 080,FAWN JOON50NITE G.C. 5EE FLOOR COVERING PLAN5 FOR LOCAT:ON5 T5-5 V.C.T.TO 5.C.TRANSITION 5TRIP EG-40-H -BLACK JOHN50NITE - G.C. SEE FLOOR COVERING PLAN5 FOR LOCATION5 Q 13. ALL STEEL LINTELS Q EXTERIOR TO BE PRIMED A'JD PAINTED TO MATCH BRICK T5-6 V.C.T.TO CERAMIC TILE TRAN5(TION 5TRIP BRUSHED 5TAINLE55 STEEL,RENO-U 1.2 5CHLUDER G.C. 5EE FLOOR COVERING PLANS FOR LOCATIONS - !4, INSTALL A BUZZER AT REAR DOCK EXTERIOR DOOR - COORDINATE W/ELECTRICAL TH I SIDEWALK TO 5.C.THRE5H(XD - BRU5HED ALUMINUM v LOCAUCONTRACTOR SOURCE - G.C. 5TAIRWELL EXIT DOOK5 TH-2 SLIDING DOOR THRESHOLD _ BRUSHED ALUMINUM STANLEY WORKS 20 ENTRY VESTIBULE 15. DOOR TO BE PROVIDED WITH 180 SWING HARDWARE 'TEARDROP"IMPACT BUMPERS. (1YP. BOTH SIDES OF DOORS)AND 48" H STAINLESS ELEEL JAMB GUARDS ON FRAMEALL DOOR HARDWARE BY DOOR MFGR. — p TOILET PARTITIONS 5EE SPECS #40 HUNTER GREENG.C. - _--- 16. FRAME 4 DOOR LABELS FLUSH METAL PARTITION CORP. A LABEL - 3 HOUR FIRE RATED - RES T ROOM. _ — --- B LABEL 1 4 1 112 HOUR FIRE RATED C LABEL 3/4 HOUR FIRE RATED SCALE: VARIES 17, C.O(jPDINATF W/AFI FOR.ADJACENT WALL WOOD FINISHES AND DOOR/FRAME STAIN COLORS/PAINT/TRIM SCHEDULES f 105. C+IAF1f;lA1r� P(jC�v1 [)LICK FRAMES TO BE T-0"WITH DC10R5 MOUNTED I'-O"OFF FINI`aHED FLOOR, NOTE5 Q N19, '5EE 5PECIFICATIN5 FOR DOOR 51GNAGE �2- O� 53 A- N � , _ ..., .�,,.:., nn. ....,.,.,,.:: _,. > • .,. ':._ _... a......•..... . ,�„_iit.. {`F _ "+'.++' 1111 .+.,,•+„,, ... R , 7417 �r r1Y T)r r )�1 Ijr T)T ) 1 LTi ijr � r�T Thr )ll t1T T)I T�► I)1 1�1 1�I � rr � �. � - � It 2 Nc,36%yox - . Iui u�Iluu i b� ,'dull ��iu.0 l� uili) ►I ut �u>'l�Iu lu tll�JmulIiI lI 8N • .,_,....,_..�,•;.- .... .,,.- .,.,..�..,ys.,....-.,........-. --......,.._...,.+rv.«. a.-«..,.r,s....,-.....,,.+...T�•...•►a,,...,mx,.•,r�:•.n,,,w..,...,.,,�w....r.- ' H F" ....-.....,.w.r:. .. a.,. ,.. +►-14,rr„n,....-+...- •y.,+•.•'�I,r•....�.,...tn..,wrs•..�:.r,.. '. �.. awa.+,�aw+a."„-w,R..irr.w,w:,...IW,+ib,r s►![o. �.,..sr�.w...ww:......,ahm. aa..:.a rqa .,.w•...,,.^fMM,r.r,rl.NMMl,rwgrwC•. ....'LM.r,.:..-.,... � - .. , ...e, .... _ :. x""r"•+.r^R"•�. ..:° ..ns.+n:...rew,�•.-�+ r�+w.+•-...m.,w.,:+.."►.-.uwir.+wsw,r,.b1,"R„w..n.+wn�w.:.s+.�..,» ae�� ..,..i...,.......,. ,•.... ....ti.w....... .,.n+.•..+m,.-wu.,►wu•..ra. ..,w r,w,..,�., .r •. . - .�.wo. -.. r e. .s..:., sn+`lNxU 7IPr�`•'" ++rrirw,wr�wx.xl..r""wrwe �� .. .,.-. .� - ... �-G.:,..-.,«i.,: wawa., .war.,-,w<,-•, .w•.-». •.,. SI y *t: �7 Irl ;r • ALL KWANEER THAT 15 EXTERIOK(iNCIUUING INTERIOR WALL OF ENTRY VESTIBULES)15 1600 CURTAIN WALL AS FURTHER WINED: 1. 3 EXTERIOR 51Lc5 OF VE5TIBULE5: 1600, INSULATED GLAZED, G'X 2. 1/2"FRAMES, D5G GREEN EXTERIOR FACE AND CLEAR ANODIZED INTERIOR FACE ALUMINUM IN. ADA THRESHOLD CLEARANCES AT 2. 1 INTERIOR 51DE OF VF_5TIBULE5: 1600, INSULATED GLAZED, G'X 2- 1/2"FRAMES,CLEAR ANODIZED EXTERIOR AND INTERIOR F,%CE(I.E. BOTH SIDES) BY GC FtK 8'GYP.BD. ON 3 HARDWARE 5/8'MTL. STUDS ALL DOORS •' PLEA5E NOTE WE HAVE 2 COLOR STANLEY DOORS.`OK VE5TIBULE(5)TO MATCH OUR K.WANEER-ONE D5G GREEN AT EXTERIOR AND ONE CLEAR AT INTERIOR 16'O.C. I'G• 3. ALL OTHER EXTERIOR WALLS SHALL BE 1600 SERIES CURTAIN WALL, IN5ULATED GLAZED, 7- 112'X 2- 112'FRh ME5, DSG GREEN EXTERIOR FACE AND CLEAR ANODIZED INTERIOR FACE 6-2 TD. H.M. DOOR MIN. — - EXTERIOR STOREFRONT OCCURS AT ONE LOCATION: EXTERIOR ry f ER10R 11 12 _ 1. CLERESTORY-KWANEER 451 T. 2'X 4- 1/2'DEEP FRAME5, INSULATED GLAZED, DARK BRONZE COfH SIDES DOOR AS 5CHEUULPD r 6. FIN. FACE OF D. H.M. FRAME MASONRY EE SPEC. ALUMINUSA TYP. D 3"AT ALL BEYOND-� STORM"ROOF a� -055 WEATHER- THRESHOLD(ADAM OTHERW -NOTED STRIPPING ,j TRA 1010N. CONCRETE 4 IN15H FLOOR(5EE SIDEWALK OR FINISH PIAN) PLATFORM 1/2'JOINT `� p FILLER EXT. / E IN BED OF DC)ORS---� 5EALENT PER h_I MAN�FACTURE5 it INSTRUCTIONS H r. O Qi ,VINDQ�[ MULLION DETAILS �11'2�CALE: 1 1/2"— 1 '-O" 4 SCALE: 3"= 1 '-U" SCALE: I0" < EXTERIOR INTERIOR EXTEKIOR INTERIOR _ J E i� �'BATT INSUL\TION INSULATION / / /—HOOD ABOVE I'INSUL. TEMPERED / GLA55 A —I/4'SHIM w1 BACKET ROD 4 BRICK � �r-2 LAYERS TWE X BRICK --5/D'GW. BD. —BRICK VENEER SEAT ANT A5 REOD —5/8'GYP. BD. t1EADER-SEE 5TRUCT. / C i INUOU5 5EALANT/CAULK 2 LAYERS 5/8' S/8'GYP. SE � �dw ear.a nr ON 3 5/$"MTL. / HEADER- SEE 5TRUC7- o arn& aMyo rdw. TYPE X EXT. SHEAT`I„�'' 5/8'EXTERIOR SHEATHING (P ATH SIDES) STUDS 16” / TL. SHELF ANGLE rays -r,TL. SHELF ANGLE M.O. ® SHEATHING - '�� or,ew.ea.M I+..I�w.r AIR SPACE / + 8'EA. END PROVIDE / CONT. FLA511ING AND JBE STEEL(SEE O.C. AIR SPACE M.O. + 8"tA. END k r.�tOtoKSW ON 5/ BD. DOUBLE ® END TO WEEP5-SEE 5PEC5. �— 5/ 3G5/8'MTL. J J ON 3 S/8'OR G' JTRUCTL)w/BRAKE PROVIDE DOUBLE ® m m ob#06158 / ����� METAL COVER TO TOREFRONT STUDS @ I G' END TO ANCHOR MTL. STUD� CONT' ANCHOR LINTEL -PRIMED CONT. WINDOW ABOVE MEMBRANE LINTEL - PRIMED 4 MEMBRANE 4 PAINTED TO MATCH 5/8'GYP. BD ON 8'METAL MATCH UUOk/C.W. O.C. FLASHING 1091-01/4 PAINTED TO MATCH 16'O.C. FLASHING / BRICK �5TUD5 ® 16"O.C. W!6"BATT 5 CAULK TUBI STEEL-SEE STRUCT. EYO TUBE STEEL I 1/2" D. H.M. DOOR BRICK N I/2' BOTH SIDES CONT. CAULK WEEPS __ I t FRAME 112,WEEPS CONT. CAULK -SEE SPECS CONT. SEALANT 4 / SEE SPECS cY1 BACKER ROD BOTH �' `MOTION SENSORS CONT. SEALANT 4 -' " PAINTED DOOR GUIDE AS � BACKER ROU BOTH . H.M. SIDES PER COILING DOOR - SILL SIMILAR SIDES OC FRAME.5E[ t MANUFACTURER BI-PARTING AUTOMATIC O -- n A-5,0 PORKOUT SOLID - S 3/4.OR DOOR MATERIAL z INSIDE FRAME STEEL ANGLE AND PLATE - EMpRGE��S w/ DOOR STOREFRONT FRAD.ME. M. DOOR$ � 8 1/4' O � - D. H.M. DOOR� -----_ __ _ 5EE STRUCTURAL-PAINT TO � � I BREAKAWAY DOOR O MATCH ADJACENT BRICK NOT USED 1 (® 6'MTL. '` PRAMS � 5TUD5-5EE PIAN) d CONT. BACKER ROD 4 3' 10114 Q li-I h-2 H 3 SEALANT H-4 0h5 N-6 h-7 h-8 O O ' BENT PLATE SEE STRUCTURAL PRIME AND FAINT TO MATCH BRICK 5/8'GYP.BD. ON 8'MTL. STUDS 5/8'EXTERIOR SHEATHING 16'O.C. W/ T r._T� 5/8'GYP.00. ON 8'MTL. BATT INSULATION T / SPUDS ® I 6'O.C. W/6' / BATT IN5ULAT;ON -PTD. H.M. DOOR i STOREFRONT PTD. H.M. DOOR 4 1 LAYER TYPE X 5/8" 5/8'EXT. ` ' 4 FRAME DOOR �— FRAME EXT. SHEATHING �4 FRAME DOOR /8'GYP.BD. ON 3 SHEATHING 5/8"GYP.BD. ON 3 5/8'GYP.BD. ON � �/8' OR G'MTL. BACKER ROD AND 5/8"MTL. STUDS ® 3 5/8'MTL. STUDS 5TUO- ® 16'O.C. - — CAUU V5EALANT ----- I G'O.C. ® 16'O.C. KAWNEEK STOREFRONT PTD. H.M. FRAME;SEE '� SYSTEM A-5.0 POR DOOR _ - —\ - O TUBE STEEL-SEE �-•". AN w t^c MATERIAL � _ ow --_-_-- O l STRUCTURAL SHIMS AS WINGS ----AND SEALANTONT, BACKE R ROD __ r —- I ITUBE STEEL-SEE 5TRUCT. _ _ • 5/8'GYP. BD ON 8'METAL WREQUIREDD5H m f the' rrs tM sae _ �ceb.11�•d the' (wNa " _--,—.__ u vxo a+Ge as:ontnAud b rvcNx, -- ONT. BACKER ROD STUDS® I G'O.C. W/6'BATTS wft �.Aw""the ww##Ae MW floe i ®E AND SEALANT STEEL ANGLE BREAK METAL TO WRAP TUBE STEEL NOTE: COORD. W/AN ''"n•h�n`id"ilea d A,7 J _ 2' BENT PLAT-SEE � to a rr«+c'a tm N URN BRICK PANTED DOOR GUIDE tU to tte. CURTAINWAL TO MATCH FOR CEDAR, 51 1, PNT TO MATCH BRICK ��' Coo A STRUCTURAL, PRIME 4 CURTAINWALL CHERRY TRIM. C r�e wolf Wbr at M - JAMBS A5 SHOWN PER NOT USED ASONRY TIES �js v .pe of m wo.b, HOK BACKBEND SCE SPECS -MASONRY TIES SLIDING OC�OR.a -SEE SPECS J-I W. CAULK J-2 J--3 J-4 J-5 J-6 J-7 J-8 BOTH 51DE8 SCALE: 1 1/2'= 1 '-0" z Z J CC CLEAR L FXAN SAFETY 3'4' 3_8' -- IJ`XAN Z O V15ION PANEL(TYF.) 14'-0J'R O. ANODIZED = ' FIELD VERIFY EXACT DIMEN51ON`i OF FINISH • EO OPENING PRIOR TO FABRI;AT_ION �, I n E —FULL BREAK:AWAY 51IDING AUTOMATIC C3 Ut O t FLUSH f � DOOR UNIT. GLAZING I/4'CLEAR b W 18'EASY SPRING TEMPERED SAFETY GLA55. ALL DOOR - r I HARDWARE TO BE PROVIDED BY AUTO ic IF BUMPERS(TLP BOTH DOOR MANUFACTURER AND CYLINDER •- 31DF5 OF f`OM,'-- O 6'-O" NING d C KEYED TO BUILDING SYSTEM. FRAME f I PIN15H TO BE D5G GREEN ALUMINUM O - FOR EXT. UNITS 4 CLEAR ANODIZED FOR MANUAL OPERATED INSULATED POLLING STEEL TENANT gyp. ---..--- INT. UNITS. 51DELITE5 5HALL BE 1/4" DOOR w!COLD ROLLED 24 GAUGE GALV. L IMPROVEMENT DOUBLE ACTING DOOR i CLEAR TEMPERED SAFETY GW9S. 4'-0"M.O. STEEL SLATS WITH GRAY ENAMEL PRIMED �'r-= =,y f SURFACE(BOTH 51DE5), 7/8'MIN. URETHANE SET [vT3 INSULATION IN PANELS,VINYL KAWNEER 450 SERIES 5TOKEFRONT ---- 0 rj' WEATHERSTRIPPING(INSIDE AND OUTSIDE), E 3/2G/07 �- AS MANUFACTURED BY MANUFACTURER. _ J VENDOR 22 SEE DETAILS FOR H.M. 6'_q• -- r- BARREL f FRAMES — REV. DATE _ 71-0" _ 3'-O' SA' 1- % CEILING --- PACKAGE WIDTH DOORS -3 I/2"H.M. FIRE RATED - --� - PANEL INSIDE --- -------- FRAME AND DCKOR _ b - =_2 \ - TRACK - - � --f1 ~ z�-FIN. FLOOR _ -- - STEEL TUBE 50 SX 5X 50 OALUMINUM -- `-- .ID -- -- -- _ - �7 STOREFRONT DOOR.WITH UTE cp I� BOITOM ALUMINUMPLAN ' /� - BAR FRAME PLAN - N x U) EMERGENCY BREAKOUT ON BOTH � 'Q' A ---- ' SWING OUT PANELS AND SLIDING I ON I-1/2"x 3/4'OVAL ACRYLIC --6'LOUVERED WOOD in CLEAR OPENING WIDTH DOORS. 21HIGH. SEC5PECIFFIICA7ON5 VIDE ROSS/ AND RAILS. 6"SMES 5CALE: FLOOR FRONT ELEVATION KAWNEER 350 SERIES � 3"�'+"�(2 ' MALL SIDE MEDIUM STILE DOOR NOT USED 3'4• VARIES KAWNEER 450 SERIES STOREFRONT O DOOR WINDOW OB O O I O ( G ) H DETAIL�i a ` SCALE: I/4"= I '-0" �-/ DETAILS STOREFRONT TYPES '3 0 53 f - 7Lt�w.. n"Att�k y•r:•' A ;N ? AMN v' 41 "iV41 n �y —..,._..-.-.....-... �" - '✓•+r ! /i M f'•.:Mq", .+:,,,." -.. 1 a "IONv" n.,r,rge,:r:p,. ..,., •;' ,^•yip�dt'}' .y„-,q.....,.0 a. .5' �Iv r„r r, eA", .... .. ,.. ,._ ,rna"u"e..n+nr+ ...i ....., ,"•aa-..,.,....-.«. ,,.. m.r+.MwwwMr+nr� •.•: .. . 1 v.r��e• . ARwWllr x :TE"�nnall..r, xn r'-•w•- .1��'� ,/ ,W.wamN.>,I..,uYttla" yra!ten� . / �' .TMl14RMMq ••_. •-. - -giw,,,Nt1 � Ftf,V,19NS � • ► ew • • r« -+Mfywa.r�ws. .. „wwro,a.-"+,s"'+�111NIIIw'^MMam".wa+�lY.wy^W.. .o•mv.. _,....-•+iv,..+�y+.'w'R"rw+Aw�l► •.,......•++a.w►-,..r.ewv--..l+..,,�.r.."-r++�.FrriWis. -,.-r.ra...:wr..._ .rte ,. ....,-r*7�++...,,.+rw+... .. .... ....<...,..n.....+„",w..,""+ra..,..r ........ew...w..r.er.w.:-ai.r..��..wN,,.,1-+.sn.�..,...w...r.,►�.�......+.�,+..r.w.—r".+,..,w•».,r.:trw.+-r...+r..�rw.ri.w+..w�voarw ...�.+rs art-.s.m-.►.wrYrrr".•..w.,....w�.�..«rrw.s.-++.e.ew..,....ve _. _. wnwrruawa.�rrr.�w. r _.,. .. . b 4I4'. x: t t!4r1 'r r•' si n' +tyt A A.3 3 B C 3 D _ 2 _ I I _ 5 F G ( ti ) L.3 A-9.1 A-9.2 1 1/2 A-8.0 A-9.0 \\\,,,/// \ / A-9.1 --- -___ -242' -1__. 36'-9 I!4' I -EXTERIOR LIHT 5EE ELECTKI AL �G 156 '-Cr I Y OP UU CLERESTORY/ERESTORY/ 2''V"G DOVE, EN1 KY FEATURE Ty' EXTERIOR WkLL PACKS- MOUNTING 5 HEIGHT 21'-6'A.F.F. TO BOTTOM OF 1 O :5)- 58 3b LIGHT- VERIFY WITH 51TE P UF'FAUX ENTRY I I � PHOTOMETRICS- SEE ELEG"TRICAL- 3c A-7.a 3c �144'-0" V TOP'OF P'ARAPCT Spon LNG ooaa ci ci C) t --- - ----- - Y2'V GROOVE - • ■ ■ ROOFLINE -- I cp A7 03b 4 8 li ., A-6.0 F.V��/4" 6 EXISTING FY Y TOP OF PILASTER \ 5 - l n DOCK FIRE HORN COORD. 7 A-9.5 5 8 2 A 7.p BEYOND LOCATION5 W!LOCAL A 7' A-9.5 - �� ) REG. 4 ELECT. � � �I 4 � A-9.4 � EXTERI R LIGHT- A 191-5 112' d-0' Y TOF OF PILA51 ER TYP. 1 `+ I 4 % �', 4 3� j� I JEO. 2 SEE E CTRIGAL A ENTRY _� �-/ U Z ® IN ® ® ■ • ■ ■ o - ��; r.iEKTE,ZIOR LIGHT 5f=E 'LECTR1CAl � r '+t d.. .s a - - ti� 11 ._., .+,cat"-� : h- .?. •:ti .; 1 - ti ,''"iti, R^ , �I T� I j .yrs..• 'c�,�i' J / + '�� � I W►s�; '`:ice Lr ;� r_ I 2 2 2 �... - _ PACTOK- 01 L NOTE N4 C, -EXTERIOR LIGHT - BUILDING ADDRESS I NOTE I4 IDOOR LOCATION � @L51CALE-�3132':� LEVFRAME AION AST 5EE eLtC TRICAL9C A-7.0 9C 2-O" e� 0► 50 A-9.I 5 2 4 A-e.o A-9.1 T (A-7.0A -__ 165'-4 1/8' ' 3c ~ nr r""d er a"LI•A The OP OF CLERF�'lTORY/ENTRY ------------ _--- ---- - - _ �- -- - - IWO FEATURE I -- - - rarorortRr rJ 9T%Ctm '.w►M I R W d a• ..�.1....a.wl... M%*,*a b a" AP 3c .� \ mem joO 06158 _- 'r 2'V-GROOVE -� ,. ... DETAIL EIF5 CONTROL JOINT N -� 4 SPQR me MOODSF- 11 7 5CALE: 3"= 1 '-a" m ROOFLINE 3b A-7.0 irk I 8 6 I 4 1--2""V"GROOVE, ) 1 5A / A-7.0 TYP, 5EE 4-A-7.0 Toro MALL, N.I.C.- _ -_ A-7. 7 _ - 11 _ A-6.0 6 I ,., MLAWK U n li h 4 8 I g 6 I E -6,0 7to, - 'r 4 ,' �i _ _ _ Y fi0�(Sf PILASTER �' ENTRY ■ ■ ® ■ ■ ( 1 ' tl'rrT 11 IN15TING WCK - ---- a we' ■ ® ® ® �- t ) VENEEK- I d d d w II �� s I%i:Pas�r wt +ria TYP. ••-, .._.....-., i � II �� II 1 i..h..t ti '-?W h1h✓it`+.��� ' I �..� ` Q EXTERIOR LIGHT r SEE ELECTRI •,, " • � � � �I I , I 1, - E; ; r. vt-...�. r I Q FIN15"FLOOR NOTE 04 &4� I A-4 �� 0 O;LEVA T313 ION -- S�(Y UTHDETAILS E3RICK CONTROL JOINT 5 5CALE-- 3"= 1 '-a" r� mk4,4'a CALE: 2"= 1 ���.�,� 'ter rckanb.ty d tl1e lNad Wror • - a A fenv.Co tr•a r)b wch", sch"AgOW*mtN me m�bte rd W" DJERIOR MATERIALS � "° ,�..� as trrive rld Iruiorsis Gersr/ ,ewt locks 5rarq Go" MASONRY 0I FIELD BRJGr- BELDON 0503-505A WITH 0127 LAFARGE MA50NRY COLORED MORTAR �^fw� r�xw'�AoY MA50NRY O2 8x8 BRICK ACCENT BAND - SEA GRAY, SMOOTH BY BELDON MA5ONRY 2a THIN BRICK- RED SMOOTH BLEND, BY ENDICOTT Z N 2 EIF5 2' EIF5: Z ; O 0 Q A-9.4 3a EIF5 COLOR DSG GREEN- SEE PAINT 5PEC5 FOR SW MIX Q N 3b DRYVt1 COLOR I1a49, BUCK5KtN, PEBE!l.f-FINE FINISH, FIELD COLOR = (�[ �1 3c DRWIT COLOR 0381, MONASTERY BROWN, PEBBLE FINE FINISH, ACCENT COLOR 777't, -y METAL ALUMINUM BAND /MEDALLIONS PROVIDED AND IN5TALJ:D �- 4 W I S VENDOR 8 I - ' COPING 5 MFIN15HED GREEN ALUMINUM COPING TO MATCH D5G GREEN- SEE SPEC MTD. HT. Of t ( 4 1 O EQ.1 i EQ.' r 1 T Ir, r., � ?r�_ `J ' r 1 r r _:Tr GOOSENECK SPORTSytNpOR 2 s r 1 - DECORATIVE 1/2 AND 3!4 SPHERES TC BE DIA. FI ERG 5 WITH T I i-"- BAMS 48 B LAS WI TEXTURE FINISH SH , 6 � I 1 L. L +ii tTs�r�s r�tx�1•r rl�-� a 4--L CAPITAL. �7 PREFABRICATED COLUMN CAPITAL, IN5TALLF_D BY G.C. vENtxM z SHELL PERMIT r 1 T r r t.l I I 1 I 1 r r r.[. T I 1 -7- T"":�".T-'-�' I I I rc..lIT Ir , ll ' I ,T I SET Lt�Tri�r Li cllt Lt_r.ts Ts_t f T I I METAL V FREFIN15HED BREAK METAL D5G GREEN (TO MATCH CURTAINWALL) PURCHASED 4 INTALLED V BY G.G. 15/06- OF it r r r r WI D cT ri:[ (q� VA ri i r i L WINDOW DEYON STOREFROF T V CLERESTORY-SF BRONZE ANODIZED ON INTERIOR AND EXTERIOR L, t -L..- _LT.I�.:- r S C�r t. l l- 1:- •. I rT-r-�T-LT - - :- r T TL__ c f- , 1 1 I'- Lr_--�. ..� ,��x (HARTFORD GREEN) ® EXTERIOR VESTIBULE CLEAR �' A-6.I � STANLEY ENTRANCE DOORS D5G GREEN(HA F N EYT REV. DATE rT ���-T DOORS ANODIZED INTERIOR VESTIBULE = --r-.'_r.'-T=�-r L--r'�'�=r--r� OF N•'r�-tl-'r---r I _ rT .�: . I A-4.I CURTAINWALL 9�C EXTERIOR CURTAINWALL -D5G GREEN (i� EXTERIOR, CLEAR ANODIZED ALONG INTERIOR 1 I I Aal CURTAINWALL 9�D EXTERIOR CURTAINWALL -CLEAR ANODIZED ALONG INTERIOR AND EXTERIOR Lr[rL t _ ' I I GEN ' RAL NOTES . r-r :, I `. 0 iT -L -; �� � f ri r 'T T� _ 'i Is C s 1 1 - ,._-- I I I 6' I . SEE SPEC FOR COLOR MIX OF D5G GREEN ® EIF5 - ' T r e. G.C. TO PROVIDE EIF5 4 BRICK CONTROL JOINTS ® MAX. ad-0'O.C. LOCATE AT PILASTER CORNERS OR AS SHOWN ONLY - - Z\ D5G GREEN ALUMINUM AT FAUX WIDE FLANGE WRAP GOOSENECK IXTURES, D5G FABRIC AWNING S PAINTED �- - .� 3. G.G. TO PROVIDE AND INSTAL.BUILDING ACCESS NUMERALS AS REQUIRED BY CITY OR FIRE MARSHAL 51X-INCH (6')VINYL [A r. ALL WINDOW MULUON5 OF D'5G GREEN BY EC5A, TYP, OF 3 PE DISPLAY ALUMINUM FRAME NUMBERS ARE THE MINIMAL REQUIREMENT. CONTRACTOR TO VERIFY AND PROVIDt AS REQUIRED BY LOCAL OFFICIAI3. VINYL 5TOREFRONT 5Y5TEMS-- INSTALLED BY WINDOW�DSG GREEN OPERABLE GLAZING FOR DISPLAY N M ADDRESS NUMBERS: INDIVIDUAL 5ELF-AUHE5IVE, DIE-CUT, VINYL NUMERALS- 6'HIGH, BLOCK STYLE TYPE FACE, HELVETICA MEDIUM SCALE: A- .1 /'T!\ TYPE 5TYLF,WHITE IN COLOR. 3/32" 1 1-On VENDOR 8 WINDOW -HINGED W/HOLD-UDEN , 4. PAINT ALL EXTERIOR LOUVERS. GAS FLUES, 4 VOOR5 TO MATCH ADJACENT SURFACE. EXTERIOR 5. ACTUAL.GRADING PLAN COORDINATION 15 REQUIRED WITH ARCHITECTURAL 4 STRUCTURAL FOR FOUNDATIONS, 4 MP4E FOR ELE`JATION5 025CA ETAIL WI�9�01A( DISPLAY SERVICES. I E. 1/4"- I -O2 G. LANDSCAPING OMITTED FOR CLARITY. A-6.0 , , .h 1. a I, • 41Mkwreh , + !:� � ) I 1 I i I { ( T .,.... �""�. � il6run• u� � lX" r,"� tt4'•ar;..aa.+•^°'"'" ;'�.-ecce__. 1 I 1 T ► ► r r 1 1 T T i ( r1 ruff r : .. �. . • a i ..i, ffl ,i:70f ,- ::+....«.,.,, - ,.,.,..,.,... ..:.,.,„-.tea..-..r+r-a.-. - .,r..er_-w.«nw.w:.W..e,..w....Iw.•.. � �V I, , . �•++.....rt..re,,...-.w,..-' " .Arury -"_._„r.ey..rr+r . ..,_ :a ,. _ ... .:.._._...:., .mdw,. -. .,.i..,:r,. _.a.wcv..,.w.aw+w..R.www,. ,._. ••,,.M.,-,..-w4r«..:-;.++.u.wrrw..Lwsie+.r'a,r,uKw�irr..Wat;'Ir'l.+r.rw�, ...,.,elt-wc.-,..rrsr-vu-» 7 +ec..sw+.++..r+wrw -m.+Sar..wr.�*<.r.wmn...,.ri...w.... .,r -- ,.....Ir.+-.a.rrar,m-vw..r..svw.„ew.s...a-. ,.. .+�IM+-«+,m..+...n.•�.n, m►+.n+rr,...w.do .. .-.-..s!.e.ns�11 I��t�� I t' S: �i I,, `a I 0 3 4 5 6 65'-4• 5 SCUPPER WITH CONUUCTOR HEAD 156'-O" 3G AND DOWNSPOUT TUF P ENTRY ST URF _ --- - - r 5 3b I 11 1 i � i 3c ( it ci i I _. ... .. _ eo 1-2.•V•GROOVE, T 3b TCP.- 5EE 4-A-7. 4 5A - 132'-2 1/4' _. A 7 0 yr r1 CK I '� 04 2 i ® / ADJACEN fi 103'-5 I t2" V TAO 5CRPEN WALL i ;' , / // /// / / !/ // / / /• / / 100'-0' FIFINI E FLOOR SH D DEPRPS5ED DOCK ) / 14 14 r4 a GR>FEN VINYL COATED pEPLRE55ED DOCK­/ CHAIN LINK PENCE r.+ a &LEVAT'ON - NORTH SCALE: 3/3 2"= I '-O" m �I O � r 4 r 4 , G QF hE D v 6 A - ---- — -- - - 243'-0" _ I liI 3c I I n..w,a�f Olt deeyn,In., i� �(561-0' a e r�pty d nle rwsf ty T ,O O EN UR + _ �nmo.rgyry a wedthe I! rte!WaR ar woo cam" i a�Imwrl my ry W"WN4 w 1 4 abpct w a"aA w�. A-8.0 mem fob#06158 m y 3 DASHED ROOF LINE OF BEYOND 77.7 �/ / r7 0 i A9HCD ROOF 122'-0* �r.o ENTRY srRucruRe , / / / •/ / , � / / -rfA I 8 it /v 1 1 21-0' ' (Ask T.O. MASONRY 10-4' T.O. OPENING 100'-x: / PINISHCD FLOOR ii 2 '-O• 2a-o• @LLEVADON - Y Y L✓T — FIELD VERIFY SCALE: 3/32"= I '-0" " 3 2.9 N,a..nAenlb,/p yrltA,f yp.n,n thea?II*w srsA bw,wk.*4. 2 rdar w*w w"tws n the x,r v*aebxty d the un*rd I+mw A-6.1 m Gme�r Cantra.torl to nnhne, i 1tb .ahe-m 54,eetal pr.*,slurwf"r mw erwe i J 'f/Me+.ay chow^IW.elerenr�d.Ivry 5 EXTERIOR MATERIAL5 �.�Y Ll waft_ n� i Nano Kmv'enwt xw 7yatn!Gaodfl III II MASONRY O FIELD BRICK- BELDON#503-505 WITH N 127 LAFARGE MASONRY COLORED MORTAR glow "�"pft w I I ;j i I III MASONRY O2 8x8 BRICK ACCENT BAND - SEA GRAY, SMOOTH BY BELDON , MASONRY 2a THIN BRICK-RED SMOOTH BLEND, BY ENDICOTT I (� 124-5 1 2" � SA EA .0 A-4.1 ;�� j j� . / r. Z _1 O r / EIFS 2 EIFa. Ur O Q ,4 /./ 3a EIF5 ':OLOR DSG GREEN- 5EE PAINT SPECS FOR 5W MIX g /./i 4 O AJACENt ENANT 1� ® I`f _ / 3b DRYVIT COLOR#449, BUCKSKIN, PEBBLE FINE FINISH, FIELD COLOR = OL f i 3c URYVII"COLOR 0381, MONASTERY BROWN, PEBBLE FINE FINISH, ACCENT COLOR / I ! i METAL O ALUMINUMBAND W/MEDALLIONS v[NI�OR B PROVIDED AND INSTALLED D5G GREEN COATED A-6.0 I , NO51 , COPING 5 PRfFINI5HED GREEN ALUMINUM COPING TO MATCH DSG GREEN SEE SPEC / / � VINYL COATED // �Q 103' 5 I/2' / CHAIN LINK PENCE 1 f / `r � SPORTS VENDOR 2 i� 4 T/O CHAIN LINK FENCE_ A-6.I 1,:.�> /G/ /%i;l//.: BALLS 6 DECORATIVE 112 AND 3/4 SPHERES TO BE 49'DIA. FIBERGLASS WITH TEXTURED FINISH 00'cr 3 "IFFIN15HED FLOOR I 6 CAPITAL O7 PREFABRICATED COLUMN CAPITAL, INSTALLED BY G.C. veN(X>F: 2 5HELL PERMIT 5 !t 5ET DEPRC55ED DOCK A-4.I A�4'I k4ErAL O By G,CISHED BREAK METAL D5G GREEN (TO MATCH CURTAINWALL) PURCHASED 1 INtALIPD - BY G.C. N1c \'_'F SSCD DOCK II I 3 STOREFRONT t�9A CLERESTORY- 5F BRONZE ANODIZED ON INTERIOR AND EXTERIOR 11/15/06 uJ OLRCALE. EVATION - 19 DUCK A-61 5TANLCi' ENTRANCE DOOR5- D5G GREEN (HARTFORD GREEN) @ EXTERIOR VFX ;RULE. CLEARREV. DATE 3/3 2"^ I '-O" DOORS ANODIZED @INTERIOR VESTIBULE _ CURTAINWALL �.7 EXTERIOR CURTAINWALL - D5G GREEN @ EXTERIOR, CLEAR ANODIZED ALONG uJTERIOR Q CURTAINWALL 9© EXTERIOR CURTAINWALL-CLEAR ANODIZED ALONG INTERIOR AND EXTERJOR -- - _ GENELu L RAL NOTES o _ -- G, r 1. SEE SPEC FOR COLOR MIX OF D56 GREEN @ EIF5 0 y 2. G.C. TO PROVIDE EIF5 4 BRICK CONTROL JOINTS ® MAX- 40'-0'O.G. LOCATE AT PILASTER CORNFR5 OR A5 SHOWN ONLY r 3. G.C. TO PROVIDE AND .N5TALL BUILDING ACCE55 NUMERALS AS REQUIRED BY CITY OR.FIRE MARSHAL. 51X-INCH(6•)VINYL JA NUMBERS ARE THE MINIMAL REQUIREMENT. CONTRACTOR TO VERIFY AND PROVIDE A5 REQUIRED BY LOCAL OFFICIALS. VINYL - - - 2 ADDRE55 NUMBERS: INDIVIDUAL SELF-ADHESIVE, DIE-CUT, VINYL NUMERALS, W HIGH, BLOCK STYLE TYPE FACE, HELVETICA MEDIUM SCALE: A-6.0 TYP[SME,WHITE IN COLOR.. 3/32" 4. PAINT ALL EXTERIOR LOUVERS, GAS FLUES, 4 DOORS TO MAI ADJACENT SURFACE, EXTERIOR 5. ACTUAL GRADING PLAN COORDINATION 15 REQUIRED WITH ARCHITECTURAL 4 STRUCTURAL FOR FOUNDATIONS, 4 MP4E FOR ELEVATION5 3 5PRVICE5. N G. LANDSCAPING OMITTED FOR CLARITY. I o53 _ I • M . -. •vn•^•rm«++.-nreal.,a �!Mt'.�9WM�P'y.gR•AtMy. . ., --. .. � .. .. Yn,r.�' .- iYl:+ gyp» �YIMI'kN ��• Jill j'l TITIL rlr��lrlrrr�t TrY 0 W.31 q I A vg , I I� ......-.,..'+n+.• ,...-.r...+..w'•m,...bn..a:..r+r.�»r•w,+..+rw.w--..s+.vc..,v.,.m+..n,-rc.ws.l, -.rwwww«w.wow.we.>.,,�..-...-......awran>w........r.......-..�re..r .•+yrsar.,...s.sro•.•s...,-...,...•wi.3..++r...r._. .+++...w........rr..•ai�ix-._�.... . '.. ..wa•rra..,ra ,wv,r....,MDIs.M/wIM11l..enYMeb«+.'M/�.+'.Wwrwr.+YaYu.�..Ern.•r,e.,..a:r,......yy:'r'�trlyi, :.... ,-,a►p...+Ar::.ww e4,+M....,,✓...,• —.q�,.._..-�....:: .+a.,.,., - _ ..�, _ ....6wi*•Wi,�.7F"M++�.+flb.l� - ...,!•—.s.-...,.r..G....,C. .�.ww ...n.,•M+.+.,.o-w.r ..rr sw.,-.,+e.�rW.:,As:n-.x•xtoimv+INa:s..in.n.a...;rMr^�4'+,••w++u-,-.n.,rfMr+w,.w.. nn:.rom♦.-r<..,.M.,.. .. - fi I t r. .µy. .r C.9 D D. I D.9 E F. I 2.. s 3B 2 I 38 I 3B e. -_-- - TOP RI►CT� - I I I 4 I 4 4 5 - 5 3C I 9A I I I Cl VENDOR ,5 O VENDGK B R-onr UN DETAIL R-- MEDALLIONS @ 1_ CEIRIOR _ 144 cr � SCALE: I '_0" 00 TYP 5B 143 1 P P 5/8'SHEATHING ON 8' 9.0 �\ MTL. 51 UD5 @ I G' C J { /1 -- — C J v TT 14 I'-O' INSULATION A 4 I TOP OF METAL Nf ® I I ® J ® ® ® ® I I I ® ® Z 4 BAND 14 I'- 2'DRAINABLE E.I.F.s. \� 19-2- - - - -- --tet -- - - -- 36' 113/4' 19-2' A 2"V-CROON SYSTEM I - - - ----- _ - -- – - - - -- _. --- I - --- -- _ 137-0' EIFS PAINT BREAK LINE C _ 6 4' B/ - - - - I'DEEP X A 6.0 V-GROOVE 4'0' x 3b / _ 8 30 r� ,r ec / '05 9C / e 5/8'INTERIOR GYP \ E BOARD FIN15H 0T 71 - 00 C7 000 0 4 / / oo00oa Oo 7 O O O T O O O O T T 1 O NOTE: W / O O O SEE EXTERIOR ELEVATIONS 4 5.CTION5 FOR OR UPUGH75� / V' DOR I B 4 _—EXTERIOR 1 LIGHTS V-GROOVE LOCATIONS AND HEIGHTS E L— _ V-GROOVE DETAIL SCALE: 3"— 1 '-0" Z � l-A"w alIft ® ® 1 a d nm.arms rhp ,rw.ry.r,rc uo..ro..coirr '� .rmrwtp wa ry.MrMo- A es ,rrct to*".wo• mem�oh,N 06 158 ----- _- Q/CANOPY PACT. PiN1511ED TO MAT --� �� � BRICK FLASHING ® PI TER - �' SB rn'.� ! �- 5EE 6 t 1/A-9.0 FOR 51 3a 90 A 7.0 �. 5 CONDITION ---7 --- N __ U� TYP. T O T - IV CANOPY - OT 11 _ _— _— . - -__ — - - II - I - _ �_ x : — (� r I I O Ob O O I 1 Z 2 O O O O Q d T T T 1 1 I v O O O O O Ol TYP. 2 O O O - - 1 7'---- -- —- ' —'- r----- — -- — FINISH FLOO� CA 5� -- IB-0" 1 g' STEEL REINFORCING SUPPORT VERTICAL r p• 18 7 5.0• O 9B t HORIZONTAL WRAP-MAT[RIAL BY — -- STOREFRONT MANUFACTURER- CLEAR COORDINATE W/AUTOMATIC DOORS ANOD, BELOW @L5 LARGED ELEVATION VE5TlBULE AlCALE: I/4"= 1 '-0" �" �,M(,t U.tyd the t�.lo.I to�. %dmAk,vw waW tAe came M mmrr WW—n~id nlwamr!Ary ^Offwrx to re ww C4#jodw n tk% 3 )I�A U5 E D j .,dw,on Wlo, a,ate,00 Oe:,wre n,,sriw,d�Gwtwevert NA's 5pacq Goo&l •t v stave d wA rWv.apanbdtyEQUAL EQUAL LE: N/A d F,, 0%001�,�,�, T.5. BY G.C.(5FE STRUCTURAL DWG5.)W/PREFIN15HED BREAK XTFI RI O R MAI ERAL5 METAL WRAP TO MATCH CURTAINWALL BY MANUF.,TYP. 5 MASONRY OI FIELD BRICK- BELDOV 0503-505 WITH 01 27 LAFARGE MASONRY COLORED MORTAR 5E2 J-5 OF DETAIL 2/A-5. A-10.0 Z 9 MASONRY O2 8x8 BRICK AC.';ENT BAND - SEA GRAY, SMOOTH BY BELDON W/0127 LAFARGE L --I lLO A10.0 ------------------------------------ - --- ------------------------ --------------------------- I MA50NRYCOLOREUMORTAR, ~O L LIG M i 12'-9 I/4' 14'-5 I/2' 12'-9 1/4' I MA50NRY 2a THIN BRICK- RED 5MOOTH BLEND, BY ENL1ICOTT Ut 9D 9D EIFS 2' EIFS: z 0 ' IA EIFS COLOR D5G GREEN- SEE PAINT SPECS FOR 5W MIX uuuGGG - 3b DRYVIT SYSTEMS INC. COLOR 0449, BUCKSKIN, PEBBLE FINE FINISH, FIELD COLOR IF �] DRYVIT 5Y5TEM5 INC. COLOR 0381, MONA5TERY BROWN, PEBBLE FINE FINISH, ACCENT COLOR , ' METAL O4 ALUMINUM BAND W/MEDALLIONS VENDOR P PROVIDED 4 INSTALLED I�I- 9C j -� COPING O PREF-IN15MED GREEN ALUMINUM COPING LLI I SHELL PERMIT o i -f—I�—�--T�— z I I I 1/ • I I SPORTS,4DECORATIVE 1;2 AND 3/'� SPHERES TO BE 48'DIA. FIBERGLASS WITH TEXTURED FINISH-TO �- SET �.� BE INSTALLED BY G.C. VENDOR I L I I VES I BU L I I CAPITAL 7 PREFABRICATED COLUMN CAPITAL, INSTALLED BY G.C. vENDOR 2 O I I/15/06 WI I ( ( A-7.0 ( I I ( METAI g PREFINISHED BREAK METAL D5G GREEN (TO MATCH CURTAINWALL) - PURCHA5ED 4 INTAI_LED _ -- = I RAINWATER!FADER- I I _ -- INTER LEA I �••� I O BY G.C. TO MATCH ECSA PANEL5 REV. DATE SEE CIVIL 4 PLUMBIN CE CML 4 PLUMBING "11' 'C" -- - --i i I i I -_ I 1 B - UM NG I I _ 7 STOREFRONT II CLERESTORY- 5F BRONZE ANODIZED ON INTFRIOR AND EXTERIORLtn Q I .-_.,.... - 2 , I I I I A-9.2 - - - ^- STANLEY ENTRANCE DOORS- D5G GREEN HARTFORD GREEN) @ DOOR 01 O I EXTERIOR VESTIBULE. � - •----'----._...__--__ __..._�7­4 DOORS `.7 �in _ J CURTAINWALL EXTERIOR CURTAINWALL- 05G GREEN @ EXTERIOR, CLEAR ANODIZED ALONG INTERIOR _ 4'-10' 5'O'_ 18'8" 5'D I �009C L r,. 14 , 1/2" 9B I u', CURTAINWALL 9� EXTERIOR CURTAINWALL. - CLEAR ANODIZED ALONG INTER.IOIZ AND EXTERIOR L_, - - ! 1'-CY CLEAR OPENING FC R STANLEY DOORS Ij 1'-0' 5'-0" 4'-10" STANLEY-------------------- __ __________=-----I--__--- - _. _ 9E ENTRANCE DOORS - CLEAR.ANODIZIf D @ D'. R 0102 IN7 FRIOR VESTIBULE �- ------- -----r---------------- ---------- D00R5 ' DIMEN916N5 SHOWN FOR - - SIZE OF 11✓ALK OFF MAT F N E RAL NOTE-5 r 1, 5EE SPEC FOR COLOR MIX OF U56 GREEN @ EIFS ABOVE I sCALe: A-9.0 (D. �' I 2. G.C. TO PROVIDE FIF5 4 BRICK CONTROL JOINTS @ MAX. 40'-Cr'0.C. LOCATE AT PILASTER CORNER5 OR A5 SHOWN ONLY A5 NOTED 3. LOCATE BUILDING ADDRESS AT EACH ENTRANCE. SIZE, SME, AND EXACT LOCATION TO BE COORDINATED WITH DEVELOPER AND ENLARGED DICK'S FIELD REPRESENTATIVE. 4'TALL 1ET7ER5(BUILDING ADDRESS)F'ER FM. VESTIBULE Q 4. PAINT ALL EXTERIOR LOUVERS/GA5 FLUES TO MATCH ADJACENT SURFACE. PLAN fV OENLARGIE�P,��A (:,J, VESTIBULE 5. ACTUAL GRADING PLAN COORDINATION IS REQUIRED WITH ARCHITECTURAL 4 STRUCTURAL FOR FOUNDATIONS, 4 MP4E POR ELEVATION /4SERVICES. G. LANDSCAPING OMITTED FOR CLARITY- SEE SITE PACKAGE. 16 of 53 • eMMAi1gt'+tePlnlO,nnvn n"^. -..,.w.�.s,nrMTu°mw/r.,bAM7!�l' .. r.....:.t.�lnaw _ R+pB�SA'pmq,tt• � ` 1 _ r _ ,- ..�: wM,r ���.., :..^�1y'.':. „Ma,l'•"Ntyp�;";�'1,Y+N"1PN.rawlv,.. .7W!'y, .1'� w �1g977� R' f4 N:%, _ .. ' • T� ,. ,s: .. A,F+trv. wrwtat � .. Y'p-_ � _ ' c� �Ml'b •s - . 74 ,. : fib`"`. Jill t 30AX No.ae '� _ ...._ _ Ill! llllllU IUlll l�W ` 111 lllllllll I!ll�lilll F � • 4 , .F • ''•` vwx,, r.awe.�W++.wMM�,rMin"►.,:..,. /wNM«,Inww.w„.. ._.. ,.rw-... ._. - �. - :+sr«._-,..y. ....y,,.ate,.,,rM._...w•r'r.::, ....,, J+,ywwu.�y.,,rl►, ..afz-..r ..w_..wcw..�Y.,<r�erwwe+«r,ru+.r....amsi.w.......r.,-rt,•w,.n,.r..wss es.=...ixr- 4 +...n*.,a..++,_.....,..ruwrw.,..�,.nw.a.w.,.r++tna-er.«w.vrtiuu.Rs.w,..w...,...... .,, .u.o., .. ,�,R>_«.e.-..eswh!�++�....ww.... , .,.. .-.-.. s^..ne.. ... ...,r.e +M f. S 1.., 1 p� EXTERIOR MATERIALS GENERAL NOTES MASONRY Oj FIELD BRICK BELDON #503-505 WITH #127 LAFAKGE A4A5ONRY COLORED MORTAR, 1. 5EE 5PEC FOR COLOK MIX OF D5G GREEN �'ja EIF5 MASONRY 8x8 BRICK ACCENT BAND - SEA GRAY, SMOOTH BY BELUUN W/#127 LAFARGE 2. G.C. TO PROVIDt EIF5 t BRICK CONTROL JOINTS Q MAX. 40'0'O.C. LOCATE AT PILASTER CORNERS 2 r A MA50NKY COLORED MORTAR OK AS 5HOWN ONLY MASONRY 2a THIN BRICK- RED 5MOOTH BLEND, BY ENDICOTT 3. LOCATE BUILDING ADDRE55 AT PACH ENTKANCE. SIZE, STYLE, AND EXACT LOCATION TO BE FIFS 2" EIFS: COORDINATED WiTh DEVELOPER AND DICK5 FIELD REPRESENTATIVE. 4" TALL IETTER5 (BUILDING ADDRESS) PER FM. 3 i 3a EIF5 COLOR D5G GREEN- 5EE PAINT 5PEC5 FOR SW MIX 4 PAINT ALL EXTERIOR LOUVERS/GA5 FLUES TO MATC11 ADJACENT SURFACE. A•y,2 3b DRYVIT 5Y5TEM5 iNC. COLOR#449, dUCK5KIN, PEBBLE FINE FINISH, FIELD COLOR 5. ACTUAL GRADING PLAN COORDINATION 15 REQUIRED WITH ARCHITECTURAL t STRUCTURAL FOR c� FOUNDATIONS, # MP#E FOR 5ERVICE5. 3c DRYVIT SYSTEMS INC. COLOR#381, MONASTERY BROWN, PEBBLE FINE FIN15H, ACCENT COLOR G. LANDSCAPING OMITTED FOR CLARITY- 5EE SITE PACKAGE, ME-(AL 0 ALUMINUM BAND W/MEDALLIONS VENDOR d PROVIDED# IN5TALLED COPING O PREFINI5HED GREEN ALUMINUM COPIN(I 1 SPORTS n DECORATIVE 1/2 AND 3/4 5PHERE5 TO BE 48"DIA. FIBtRGLA5S WITH TEXTURED FINISH-TO BALLS K.-- BE IN5TALLED BY G.C. VENDOR ? CAPITAI 07 PREFABRICATED COLUMN CAPITAL, IN51ALLED BY G C Vl'NDOR METAL O PREMNi5HED BREAK METAL D5G GREEN (TO MATCH CUKIAINWALL) - PURCHA5ED# INTALLED BY G.C. TO MATCH EC5A PANELS STOREFRONT 9 CI.ERE5TCNZY - 5F BRONZE ANODIZED ON INTERIOR AND tXTEKIOK r 51'ANLtY 9C Dpp� 9B ENTRANCt DOORS D5G GREEN (HARTFORD GKEtN) (a� DOOR#10 1 EXTERIOR VESTIBULE. CURTAINWALL 5 EXTERIOR CURTAINWALL - DSG GREEN Q EXTERIOR, CLEAR ANODIZED ALONG INTtfaOR i A.0 CURTAINWALL 9C EXTERIOR CURTAINWALL - CLEAR ANODIZED ALONG INTERIOR AND EXTERIOR STANLEY 9E ENTRANCE DOORS CLEAR ANODIZED ® DOOR#102 INTERIOR VESTIBULE DOORS `A E 2 _ _ 4. 1 O r- r 2'2 112' Y142 � 3 _ IT '� y E A-9.2 30X A-8.0 A-9.4 4. I 4 3.9 3. 1 3 2.9 mlm fob#06158 1 CLERE5TORY BEYOND urYOND ------- ---- --- I _ - ---- — - - - ---•—-_____ _ - - - - _ T.O. STORY CIQ A-9.2 A-9. I ,,6. 6 � I- 6' 9A 2 I,50-0' � 1.0. FAUX ENTRY Y O5 I ( 4 ! 5 �l 513 -- -_- I �X a 3C A 7.0 I \\ 3C\ I � j 3C I i� II I L. TOP OF PARAPET J 4 4dI \ ROOF LINE C J 9C 14 1''-0` Ti�P OF METAL Y IL ca EIF5 REV_AL p A-6.0 •7.0 LINE 0 137-O" 51 BAND f p 3i4' 3b SPORTI CGOODS 3B i 9C 6 'narebadv d the u:mbrd Indo .A-WV ft Genn•comw-tall b RIO WA. mMAAe.rw"%u4 w co"wwte nd etre 'Y%-+n tlgr^n0 mklwced Ary 3. I 19'-2" -- I 6 I - j +--- I -- — -- --- --- /, 1 9=2'�_ \ r+".a4r 'J"AD'an,dere w tir Com actd'r•nt(Ort;5pc t.q Cooml 3 - — --- - J I I 00 .. 7 I I ° v�ro moor r.c t ndo•e�vohoiay 2.9 8 --- - '/ 0 0 0 0 0 O O O I T I T I t i T i T T °°°° TOP OF 12_ 4 O O I O ,, O O O O PILASTER z 4EXT ERIOR N I 13 ! II VENDOR 18PLIGHTS 7 .__J O A-10.9 i. I �� Q ji T/BAND O Q p r 02 119' 40 T/BEARING n U dp r.'- z -r�� � II 3�=C��.. r. - • QTyr O BJ BAND O I r1- is1 II I � C . L:1 ------------ c :LIS 5HELL PERMIT I S L 0 SET �j 90Cr r O 0 1 1/ 15/017 fill [ III 7.. 2 I I j REV. -==DATE-- _-- (D i )I 2 . ! I I - � 5 vi A-10.0 51M. 'z O O O 1 T � � U O 2 .1 � s A f fit 100'-0 Q FIN15H FIOOR 3G'-(Y' `�'O' 18'8' -- 5-01- I /- ----- - L SCALE: AS NOTED ENLARGED VESTIBULE a ENLARGED PLAN @ VESTIBULE PIAN I ' I ENLARGED ELEVATION VESTIBULE ELEVATION ^' SCALE: 1/4"= 1 '-U" SCALE 1 '-O" 17 0 53 -7 * 0 1 ,::..",+.....,,,..<. .....,vxnewnn, .,err•.,-....,.., rs�� I -IIIMe"^' ` ....,. . ._.....'.�..- _ "� .-r��+l�!o�+w'•.';�:.,. :c... ,, - _ ...... _ ., _ ._ `--ur�ta�uw Mu•,•1,R:w�'� �...v.,.. r11 ilr tlt Tt f i Il► 1t ,li illlrl 11r Jt TSI 111 11 ji rir Ll1 111 III III 111 1111111 Ili ij1 III r11 II; 111 111 III 1�1 III III .,. _ :� .� I 2 ' I I f 4 I ( I I I e I ( ho 1 I�>< I (.. ,hs I N0.3S ;, � 1111IIlll IIIIIIIIi Illllllll lII11U Illlllll ll ll1�11U IllliUll Illl�lll%llllLll�l uu�ul rlllutl>1 '. WIIIIN 1111IIIIl Illi III I e e ` s � I � � e 1 , II IIIlllli lllllllll ILIIIIIII ll11I1111 IIIIIIllI 1lllh.11 llllllll 111I1l1i illilllli IIIlIIIII ` � � .. � ��. _.. :... . .... _ ... . : _.. . . ...._. ...�.._._ _ .. � ,,,,� 9 :.ai I I (A e i ill, I I i.' e lil 3.3 SMOOTH I TUBE 5TEEL -SEE CONCRETE CAP STRUCTURAL -BENT 5TEEL PLATE �I 6'DIA. STD. PIPE COLUMN FILLED W/ EDGE CONCFe,tIt (PAINTED -SOf PIT TO EDGE Of IM. FROM SAFETY YELLOW) ♦ BUMPER MOUNTING PLATLIP EXTENSION CROWN TOP i ' i i i i i ♦ \ ♦ ♦ ♦ 1('4• 5ECTIONAL ROLLING 9 ��� /PITY DIMENSION i i DOORA-7.1 PAVEMENT � ♦ ♦ \ ♦ ♦ \ ♦ \ ♦ ♦ \ ♦ ♦ VENDOR 2 f1 O • 1' Y w \ \ \ 5LOPE PIT \ ♦ \ \ \ —CONTINUOUS STEEL �' �' � \ \ ♦ � CHANNEL WITH )DOCK 2 n I i5 --111-�- • F' --� r- � � � � � i i i � i � � HOOKEDANCHOKS � I,I CONCRETE -- — • • a • `I� \ ♦ ♦ ♦ ♦ ♦ \ \ ♦ ♦) ♦ \ =I I — ; . 9 SEE STRUCI URAL [AIVGS. - �'i+I —I I' •I I-III A-7. 1 I I / \ GRAVEL BASE -Ili-I / , \ \ \ \ ♦ \ ♦ ♦ ♦ ' ♦i j 5 MUST BE 90 DEGREES TO DOCK III . . �jI�I .� . — - - -- - _I I� 1 1 1= \ ♦ \ \ ♦ \ \ \ ♦ -\ FACE. CURB ANGLt JOINTS I 1 / tl•0" \` I I // 8'C' \\ 1 ~"1-- 'I'I�'�I� To DF WELDED. SEE 5TRUCTURAL �1 4' --- - - ---_- --- ' UNDISTURBED 1-11I . 4 _ _Jm r EARTH -- ^III= • I I' I NOTES: _ -LAMINATED DOCK BUMPER . < y , �,=r�I COL VENDOR 2 / I O9 \ I I I I / I I O \ -III III SEE SPECS FOR [JOCK ltV LER a • I�I I I CONCRETE BEHIND 5TEEL 1 -�►�5EAL ABOVE - �- - �-� -- �_ �.. CHANNELS MUST BE WELL (TYPICAL) 3.3 ___-- -------•----' --------- - -- 1 , I--I I •_' - VIBRATED. PIT WALLS, FLOOR ` VENDOR 2 I ` _• ^, -=�-,lI AND DOCK FACE TO HAVE A �I �� I �J � I�I I I=1 11_-1 I I=I I I^I I I-1 I I-1 i I—I I I 9"MIN. THICKNESS. EXTERIOR WALL A 7.1 I i I I O# -'d-6'PRE BKICATE I O _ (� I TRENCH DETAIL (c� 1_30l_LAR�_ J SCALE: 3/4if I O" DRAT E PIUMBIN rt � I H.2 C I 1 DSG OPE SITE SCOPE _ ROLL-UP DOORS ABOVE `�r SECURITY LIGHT -- ---- REINFORCING SEE h VENDOR I L 3 17d-I I' 1 4_o• + 2A STRUCTURAL T/METAL BAND 1-4- -- M,Q _ ¢' ELASTIC 5L.ALANT 1.DEEP MIN. - W(�PAVEMENT - REINF. GONG SLAB SEE FOR INFORCING o GKADt ® T/BEARING I I I n8 3 STRUCTURAL RE PAVEMENT BY OTHER5. N.I.C. � METAL BAND O ne env d u .. w t - T _ - s•vldce.,nMry a.n d tw+ I ION SLATS p V5 r D N a /•difIYI •M PA MATERIAL I I„. /2 EX NSION E � '`t�3yyY�•r'' I DOCK PADS 5EE 5PEC. Y I xy — 2/05 BAR CONT. N oR. 2 1 14'47,111 I I mem J�06158 VE D ECURITY LIGHT 1 6'AGGREGATE FILL � I 1 EXP. JOINT MATERIAL HOLD AGGREGATE FILL ROLLING 5TEEL DOOR 1 I DOI I'MIN. 5rE 5TRUCT. VENDOR#22 3 1, VENDOR ?_AIL 0 DOCK = i I 8 SCALE: III— I '-0” C7 R5CUA�l u- I -0° RECESSED DOCKLEVfLF w/SIDE BUMPERS A-7 I 0 Ill VENDOR 2 - =-- ---- I =- ---- --- .- ..... .... 1 I _-- - 1 — - -� _ :::' I , Ln - — - - - -- - 104'-O° L I CO "- -,: _ TOP Of CHAIN LINK FENCE O � ----5EE 21A-9 I FOR IF EXTENSION th CONTINUATION � r � �TOP OF SIL. DOOR L TRASH COMPACTOR bR I I O < I u 0 VENDOR 6 'r' SEE STRUCTURAL DRAWINGS FOR LAMINATED -- __-____._.._ _- THRU WALT.FLASHING DRICK VENEER W/ADJ. - DOCK BUMPER T I_-_'o--_=W-=; 1 -....... CONTROL JOINT SPACING 1 I 4 WEtP5---� BRICK TIES - 5EE SPEC 1 t l / FOR SPACING SECTIONAL ROLLING I I I I i FINISH FLOOR "R TRACK t �; �,,II I �I.'►I'.. III;II;II' iL�l„ 1/2•CONTROL JOINT OF COMPRESSIBLE VENDOR 2 / '% I I I 3 1 -I/8"BtNi METAL , - _._.._._...-.-._ FILL.. 8'TUBE STEEL-SEE PLATE -ATTACH 1 i REINFORCED _ TO TUBE STEEL. ( 2'-2' 6'-0" _ _`-SLS_- _ 4} A-7.I 96 O" i 1 pl STRUCTURAL - Wfto-AND-6RIND " ! CONCREIE RETAINING REINF. CONIC. SEE 8'METAL STUD -- SMOOTH - --- r--- I TOP OF DRAIN v r I p 11 WALL STRUCTURAL 5/8,ExT. I ----------- ---------------- ' - N EWALL - BATT INSULATION ---� --------- SHEATHING " RPIE 5TTRUCTURAL C _ 5/8'GYP. BD. �-.--- -_._ — M 2d-6 PREFABRICATED TRENCH TM - FJRICK VENEER DRAIN - 5FF PLUMBING - I I-=1 I II- I .�• I NOTE: DOCK BUMPERS TO EXTEND ORA • I A• I I f STORM IISEWERTO T INE IE TO i 1 j LLJ T-i OUT TAR ENOUGH 50 THAT TRUCK -i �I I I-- I BUILDING FRWHENOIN UNLOADING POSITION. 'REINFORCED CONC. SLAB I I N•o. ..tetin,ro .rc« JOINT _III - ` I 1 tnex w+..�sreaMn•on r d y 1/2 EXPANSION , � SEE A-6.0 FOR EXTERIOR j �dKv CO trawl taft ��_ ' " ('TION DOCK MATERIALS L15T 4 , ydr�a�(K+ 6 C&t 8:110)w III 2'RIGID IN5UL TO SCALE: I I -0 4 •.�0*0 ft G~e ow w•re 1 A-7.I vyftt.n yn.*•m re"ca AI FOOTING AND BELOW SCALE: I/4°— I '-0" 1 I rl I SLAB AT PERIMETER A-7.I 1 •rteare m Yra•ni canu.ad.u." I �I FOR 4'-O'. 1 , I uwrra am Ldwds Geer ,I I Caval-e w t Dc"5pt^9 C wdW ws ro xoR d•wk.db regom%o ty go" ths CONCRETE GRADE =! =l I I i --- - - - I - - - - - ---- ° BEAM -SEC 1 1 I��- 11=1 I I_ I 5 I 1 STRUCTURAL "INF, COLIC SLAB AND STEEL DECK I Ti i1 2"EIF9 _ ' l I � Q 5TL. BAR J015T - ALUMINUM BAND - SEE STRUCTURAL Z 0 r- ROLLING STEEL w DOOR 5Y51EM - _ : C R1TY GI1T �- SCALE: I/2t�= 1 -011 SEE CR ? - , VENDOR I I Q BRICK VENEER _ STEEL PLATE �\ '� • MEMBRANE FLASHING= ` - I/4'BFN7 PI_. WEEPS S ' CHANNEL JAMB " D5G GKEFN COATED VINYL 6'DIA. METAL BOLLARD .= . c CHAIN LINK FENCE --- PAINT A5 PER 5PEC5 - I all COMPACTOR 1 , , , I 5r1tLl PERMIT NON-ELECTRIC HYDRAU - - S RELEASEt 70GKLIEVEL STEEL CGORD 3 rJ.: -- — — — — — — W/STRUCTURAL A-7.I S� N i CHAIN LINK FENCE VENDOR 2 T I i DOCK SEAL-TAPERED _ I T' L I I/15/06 .+ i O T/SCREEN• L-3x3x 1/4 W/ 1/2'-x4" SEE SPEC .` I.G. HEADED STUDS t/ VENDOR 2 t WAIL M7 I I ® 24"o.c. TYP------ fi .7 U) ;------------------------- I 10 Z RED. DATE J I CONC. SLAB- _ -- f SCE STRUCTURAL - Z L , r - _ -- -� - -� _ -- ° I--I-oI�EXPAN510N MATERIAL f N� -•-. FINISH N O n l J .... I I tl FLOOR ^ p ,t`Fi I I L-, I,,I c I i I-_ 5%GRAUL(TYP.) ` I I Cr - ?"IN5IJLATION - r l l i rl EXTENL APPROX. -20' 6*PREFABRICATED TRENCH 'COMPAC7CD FILL --- ------=� Qdo I ?_'BEYOND I' I I" �" S PE _ . a� - -� -- - DRAIN SFPLUMBING—__-. , --------------- - / --- z -- --- - I _ •• I ' REINFOR,GED OUTSIDE EDGE— f ------• ------------------------ -- -- I • • �-y 7 24'6 I Q I CONCRETE e--� �"_"... _ - - -- RETAINING WALL 96 _ _. TOP OF DRAIN , 10 ~ D 1/2°EXPANSION MATERIAL - ----- A-7.I A-7.1 O • -_ ............................... ............... STEPPED CONC. FTGrBEYOND - / 1 A 7 I TYP. N -- y— — III --I ( I— COMPACTED FILL-SEE STRUCI __.,...-_.41 �ORAIN RRZ3fuf N�1N - "' - -- I/2"EXPAN510N MATERIAL T / 1 1 .o• SCALE: - lD REIN. CONIC. WALL FOOTING SEE STRUCTURAL - .;ll DOCK TO TIE INTO EXIST. � I EXI'AN510N MATERIAL STORM SEWER o I -I I I VARIES Ill, I REIN. CONC. SLAB- NOTE_: GRADE MAY VARY ACCORDING I i DOCK PLANS _ 11 - _ _ _ O - - SEE STRUCI. TO CIVIL DRAWINGS OR EXISTING �. _III III_ CONDITIONS. COORDINATE ALL ° GRADES AND BUILDING CONSTRUCTION DETAILS WITi I DOCK LEVELER AND BUMPER I —III- •• ��\ % . III- MANUFACTURER. p/,F( � pLAN (a� DO/'Ir - SECTION @DOCK t tt� 11 hl� �,.� 41 NOTE: VERIFY SLOPE AND SIZE BUMPERS ACCORDINGLY. Q 0 Ntt t tt — SCALE. o 53 r @iRaff%12-�= l -0 SCALE: I/4 I -0 fM ., u;:wYRClea 4s +rte cn1lMwf' ` g " ,.. t T • , { � rj� rpt r i i�r r�r 11 -111 ijr Orly X11 111 fill 1 L � T I r 10 r i i 2 a ro.36 4 { I .. 1uI uullu 1u 1 �I I il ` ulllutl�iuil � �` iu �uilu,�liu Ilio�I�w�i�u�I i ullu IIWIu Iluiuu , �' ;4 �1� �"` �I I • -� ,,.......,.+.....,....-... ...••...•,•s. .•.Ixe.r.mns.awn.nus...,.rl�.u.............i.___ ..r......".r1•,.. ..w-......;..+..... ........«..,......- ... ,. .. .Y:+r.-.-,a ....-.....-..0 ww_...............- ....:..:a..ww.r..+..._ ...r..,.w r k yrr, Ill I I I I ( I I .w v - FROM CENTERLINE OF BEAM TO 70P I•FILLED WITH MASTIC. - -� FLANGE EDGE VERIFY THIS OL. DIMENSION W/STEEL SHOP PROVIDE EXP. JT. MATERIAL DRAWINGS PRIOR TO PIT LAYOUT. 5/8•(FIRECODE) CONE SLAB ON METAL DECK FOR GROUT FILL - B.S Gyp• BOARD _-_, 4•CONC, SLAB-SEE SEES KL(.B ON 5'-� _ 5, --- -` � `- --- FINISHED FLOOR i STRUCTURAL -`-'� I'� -- � -- � FORM AND FILL GAP W/ I'(FIRECODE)GYP. BOARD LINER FINISH FLOOR -5/8"( RECODE) NOTE: MAINTAIN 2'BETWEEN - 4' `' " 4 5 50'-6 1/4'TO INSIDE EDGE OF PIT (WHERE OCCURS) GYP. 60ARD in HANDRAILS OF LADDER ANL) NON 5HRINK GROUT I/4" _ 2'-0"o1M(�")" ® SUDS® M WALL OF ELEV. SHArT. _ _ ELEVATOR WALLS - -- 51 L. ANGLE- SEE STRUCT. 3�' 9TL. ANGLE BY -� 3'-9�' �--3 9� \ __ -- HANDRAIL `• HANDRAIL -� \ - � 1•(FIR�CODE)GYP. BOARD - TOP OF CONC. SLAB -= -- DECKING5 _ DECKING5 CON I KACI OR ESCALATOR LINER PANEL WITH 6"`GH` _ CH CHANNEL SPUD. STU ® 2' O•o.c. (TYP.) SKIRT SKIRT- 1 2a-2 1/2' _ ® AL ELEVATOR WALLS I 4•x 3"x 3/8"x 4'LONG / STEP STEP SECOND!LOOK - 5TL. L-WELD TO RAIL, L_ ►jOLT TO FLUOR D - 3'3 ' L 3 5/8'MTI 5TUD5 W/ I� --- ° T 5/8"GYP, BD. ON ONE 3!4.5TL. RUNGS SIDE.- �-- 3 5/8'MTI. STUDS W/ p� ° CONE. FOUNDATION 5/8'GYP. BD.ON ONE I FOR.ELEVATOR PIT -SEE 5TL ANG -SEE ' STRUCTURAL 3/8•x 4.5TL. BAR 51D- - 4 _`-- CHANGING ROOM BELOW - U71 _ STRUCTURAL 3 5/8'MTL. 5TUD5 W/ 3 5!8"MTL STUD® 16' ' 4"x 3"x 3/8'x 4'LUNG tea,Gyp, �•� O.C. W/5/8"GYP. BD. - 5TL. LWELD TO RAIL, --�-� 4 BOLT TO SLAB BOTH SIDES- STEEL PLATE WELDED AT END OF JOIST. SEE 6'MTL STUDS W/ - --- - 5/8•GYP. BD.OII � - STEEL J015T 5TEE!SHIMS SEE J ---- ORDER VARIES BOTH 51DE5 __ ._.._.__- - TOP OF CONC. SLAB t STRUCTURAL ( FOR TUBE STEENOTE; SEE L GUIDE STRUCTURAL ' ELEVATOR PIT STEEL BEAM -SEE RAIL EMBEDDED PLATE5 ETAI- LADDER I - • _: - STRUCTURAL i BEYOND. - LE: 3/ 5CALE: 3/4"= I '-O" @_a5CA&3/4"= I '-O" , SCALE: 3/4"= I '-0" EDGE OF ESCALATOR TRUSS- I - _ 9 - - D SCALE: 1 1/2"= 1 ' 0" - Cu - Q 14'-0' - - - 8 SCALE: 1 1/2' = 1 1-011 a 5 u4• - EDGE OF PIT TO EDGE OF STEEL 50'-6 1/4' NOTE: ALL DIMENSIONS SHALL BE COORDINATED WITH THE ESCALATOR 1 9/16•PER MFCR. G MANUFACTURER t 51 RUCTUQAL LAYOUT(TYP.). DIMEN51ON5 ARE ROUNDED i 9•-2 I/8' WORK POINT to WORK POINT•• 35'-O' 7-4 1/8' TO THE NEAREST 1/16"INCH. C D O t/! &72 11 , giCLAWE. 3"= I '-O" A 7.� 1 \ 5d-6 I/4'TO EDGE01' _-- - - -- - - - - - - > ....� > A OF STI. FLANGE- I a q H015T BEAM - SEE LDC,t OF ESCALATOR 40 TOP I•FILLED WITH MASTIC. STRUCTURAL- HOIST BEAM - SEE + E FLOOR PLATE 0 STRUCTURAL - CIS 5FRINKLLR LINE-PLANS ��\ PROVIDE EXP. JT. MATERIAL SPKINKI.-ER PLANS _ •�d�m���� 35/8'METAL- FOR GROUT FILL - --------- - -- MDF/AV ,K.:.,-1 a m.,e r tr 5TUD5® 16.O.C. �• _- - - _ - ROOM w o,�.uwpvmmdtM 6�' � FORM AND FILL GAP W/ a�����` BEYOND NON SHRINK GROUT 5/9'GYP. DD.ON 3 I �„ 1 • A 7.2 m m ob#06158 \-� / - FIN.FLOOR lEVkl I I'-8' j � 5!8'METAL 5TUD5® I -__ I I 16'O.C. - �\ - - TOP OF HANDRAIL -- 112 FIRST LEVEL jLm REFERENCE ELEVATION TOP OF DECK A-7.2 ( - - „�I a ELEV.+1 9-0.\4w _5A N UNE OF BOTTOM OF TRL'55 - STALL BRACE5®45 • DEGREES A 32'O.C. �_-____- � M EITHER VERT. TO 48'GRAB BAR-SEE LIGHT TO BE ----�_ n HORIZ. BI-PARTIN THE Z. STUDS SPEEr. - �� CENTERED ABOV • . DOOR IN OPEN A B 2 � ) MIRROR-SEE ELEC. CONT. 5TL.. 13EARING ANCHORED TO CONC.ANGLE FOUND. P 5ITION 5/8'GYP. ND. ON 3 5/8' =� 6 METAL STUDS® 16'O.C. -- A-7.2 t Q (REF: 51 RUCT. DWGS) VENDOR. O WALL MIRROR FINISH FLOOR VENDOR 1 SEAT IN FITTING ` �` _ LINE OF FLOOR ` BLOCKINOVIDEWALL - + �r u�i 4J - REINF. CONCRETE - - - BEYOND_ FOUNDATION WALL _ ALATOR (REF: 5TR,UCT. DWGS) 8 - LINE OF FLOOR 7 5CALE: I�14- I '-O" n �\ A-7.2 FREIGHT ELEVATOR SHAFT M2 BEYOND- ° '' OFF. HAND • • NOTE: ALL DIMENSIONS SHALL BE COORDINATED WITH THE ESCALATOR FIT Fit Length- I W-6" 1 MANUFACTURER t STRUCTURAL LAYOUT(TYP.). DIMENSIONS ARE ROUNDED T - - - - - - - FIRST FLOOR PASSENGER 5TL. CHANNEL -SEP (T�"F.) - (PER MFGR.) THE NEAREST I/16"INCH. i 5B ELEV, MECH KM. ELEVATOR 5TRU-IT.- I'(FIRE CODE)GYP. BD. r-A CSC_.AL/1TOK TKIJ55 SHAFT N I A-7.� .[ /e' WATERFROOFIN BACKER ROD - 0 5Ja' 'TYPE'x')/.,YP. DD. 5/8'(n'FE 7P)GYP. Bn. ON 6'"C-H'NER STUDS ON 6"•C-H'Mtr. STUDS SHAFT 5TL. SHIMS AS KEav BY CG �5A AI�(c1� ES A AT(7� CLEAR SHAFT - O W/ I•GYr. LINER PANELS, Wr I•GYP. LINER PANELS ESCALATOR CONTRACTOR f U.L./415 - I HR.)- (U.L. 0.115 - I HR.) OPENING LE: 3"= I s-(�" CLEAR SHAFT 0 EDGE OF 5LA5 5TL. CHANNEL SEE I PROVIDE 48"HIGH 5A 13 5RT UCr. 0 5 5 S.S. CORNER A-7.2 x SHAPT f`O GUARD. A-7.2 N.n..,xenn..ro tnex tx.,,,m s}entr,mo".rfub r 7 5/8• •� I '40MVXA RKr.1W KXaftf D the f%d! JAMB '- - -rw0%&"ty d the I am Um#w TUBE STEEL ---- - -- _ --- -_-- T.S. -SEE __- __.-.__ _ - _- _ - ,,•dao>(;e�ey Cantncta"I b tx,J�ne, HEAD A SEE 5TRUCT: 7 5/8' I N PROVIDE 49"HIGH 5. STRUCTURAL 5/8" /8• = SEE STRUCTURAL --� �� wmpmtemw� CORNER GUARD. I Nreel 5IL 0 ELEVATOR - s ele tot to Twt,er,#ic m,TIeFSt n tb 4.9 4 9 Mr. 17d A+Ia hutwr,OO b tN SCALE. 1 1/2"= I '-ON _ , La*ww ,,,�,�,, - - ---- - c:o"a t m.x ITiab sro•t.y Goody man 04"m UNE OF FIN15H FLOOR--� 1- - a 1 I Iglow^d I/8"x4•CLOSURE PLAYS CLIT D 4.8 4.8 • `II - TO FIT TO DE INSTALLED AFTER ELEVATOR EOR f I b 9 v ESCALATOR 15 ERECTED-SEE 3B Is w POWER HORIZONTAL ELEVAT R w POWER HORIZONTAL 13'-10 -T, -/ BI-PARTING DOORS . A-7.2 STKUCT.- = s I I _ ),I BI-PARTING DOORS ! � 4 _CLEAR SHAFT 1 gs_p• 6Z, A-7.2 O O ilI _ .- ---- - - ____ --_- as TI--P Of CONE.SLAB t ,• �"" ELEVATOR PIT Z . s J [L 100-0' 4 - --_ I n LADDER TO PIT- I I I ? r i; Xof coNC. t - I -J n SEE 13/A-7.2 O i EVA TOR PIT WATERPROOFING J 1 J Q I I WELD PLATE_U 4 �--- PIA FORM ;ii GROUT VOID 4 PIT EDGE- e - -- - -- - - SIA RM i - _ d' x 12' 70� 11i I _ _I QD ESC' 5A 5A UNE OF I A-7.2 HAND OPE. (3� z E`3CA1470R- . I Q N I I _ -- ' \ I1 A-7.2 HAND 5CALE' I/4"= 1 '-V" aC OL ESCALATOR FIT ��-- E ��. - - �--- I � 4.6J J I ~ -0 eft"LIJ -.itra J • SCALE: 3/4"= I '-O" -+` - SUMP PIT-REFER - 2 TO STRUCTURAL DWGS. EC H ( + / TENANT Io IMPROVEMENT MDF/ V/DATA 5� W SCALE: 1/4"= I '-0" re _- - ° 3/26/07 3A I N PROVIDE 46"HI S.5 to PROVIDE 48'HIGH 5.5 B'6 r D CORNER GUARD I a CORNER GUARD. NOTE: ALL DIMENSIONS SHALL BE COORDINATED WITH THE ESCALATOR A-7.2 0; VENf)OR I 3UMF FIT-REFER VENDOR RFV. DATE N MANUFACIIJRER t STRUCTURAL LAYOUT(rYP.). DIMENSIONS ARE RC)UNDFD 70 STRUCTURAL DY'GS. TO THE. NEAREST I/I G'INCH. ' TUBE STEEL '"�''---w•�'�'-•"" " ••s•s�Tyi� • •• Q RAILING - SEE SHEET A-I O.I FOR DETAILS � - e1 �• '� w w �� w s w .1 SEE 5TRUCT. 8,-.• .. __LAS 1- • 9'-•1" LEAK 51 AFI . 7 /8 '^ C -TO EDGE Of SLAB. • ELEV TCP, • - Q 4 2 7 s ELEV TOR ' = r LADDER TO PIT- Q �-+ - 4.3 2 6 4.3 -� it SEE 13/A-7.2 O - PLAT RM - I ILJ -� 6'3" 7'-0"� _ PIATF RM ' ZAA in 117 - I Y T - I _ 4.2 - •- / �� - O 1l8, 7/8" _ I NOTE: COORD. SIZES OF TUBE / I A I I 6p 7 5/8 t.5. -SEE iv STEEL WITH 9TRUCTI atAl. 7 '-11" N 1 STRUCTURAL r I f I I { A72 -- - - - ` NOTE: COORD. SIZE` OF TUBE SB SCALE: CLEAR G.7 0G .5 H STEEL WITH 5TRUCTL•'RAL A-7.2 7 5/8 7 /fj" l VARIES y '� 4 to I/6" 7r o" ESCALATOIR* 4 ELEVATOR FLAN s I/z' 50-6 I/4• - G.7 G.8 H ' 14'-O" FROM EDGE Of STEEL FLANGE TO EDGE OF FIT. A-7.2 DETAILS N 1�LLA"LED PIAN _(9 5EC OND E )OR EL FU'ATOE c Q�5�CALE�- I "= I '-O" OiCALE: 1/4"= 1 '-0" SCALE: 1/4"= 1 '-0" o� � A_ . 2 - , ron wv.n,�rne ... .i'' h'�uq�y11NY,av,�e+y-,Y-ufn�,rnk.1A6't7w Nt.yam:. ,. - a�••tG, ,.. , t� �+ , - _ _�� ..-. - _ _-. fill '1111 rill 11TJ1�1TTt1T1[]I T Y 1W�flll ' �� 'r l�lll 1 IEEE;I I I Jill �1 11�. c _.» .-..-..... -mow.: .�.�... . ., -..�.,..�...�. ...,, ........�..•a...a�-.Y �. -, _. .._ .�,...."..�.".. - - _ - .++"""w1l4.:•.alAt!"M41•MY:.r.-, .e..«.+r�iw+..w►..s.......,,."....-.....:._.. .-_ .,.,.m._. 4gt I. •,I REFER TO PLAN FOR OVER All 5MAF7 DIMEN510145 OL. OL. I I 1112"DIA. 5'-2 3/8' 9 TREADS® I I" 10-1" er 4'-0• HANDRAIL 1 5 / I I I/2"DIA. 41 O.C.— I I - ^ 5ECCPND FLOOR LEVEL — - ELE/. 120'- ` 2 I/2' WELD N I CONC41 RETE- I 6 IM FILLED PAN I � � r r� I1 I �Qp CHANNEL _ / STRINGER JJJ f� L TREAD5® I I• 10'-1" -- 4._8• u E 5TAIR LANDING ELEV. - 114' I '//8' A-7.3 SCALE: I '= I '-0° p a E I.. H - r 1 I/2'DIA. 3 — STANDARD -- i PIPE �• A-7.3 I I uj I' 1L' UYN - 4"SPHERE MUST o; -- c� NOT PA55 -- I 9 iV \ THROUGH AT 4.5PHERE W �; v ANY POINT MUST NOT r I - O b 1/2"DIA. ` STANDARD THROUGH AT i I , N PICKETS I Y ANY POINT > v 5'-2 318' 12 TREADS® I I' = 10'-I" 4'8 Mr.) I I PIPE(Tl'P.) I - r O z I I/2'DIA. 'bff"Nee" rn.••n 5TAIR LANDING TREADS SHALL BE � HANDRAIL ✓ I I I .PAa .d��aiue ELEV. � 100'-1 1/40 UNIFORM WIDTH l� I i *��am�� ON ANY GIVEN I I 'walwo &V "'s"'p- d [� 1/2'DIA. I to%►pa to ae xbm FLIGHT. I I'(TYP.) PICKETS Rte•) i I I I mem fob/06158 e � I R15ER HEIGHT A5 PER CODE;RISERS SHALL 420 C 000 /00 BE UNIFORM ON ANY 1 GIVEN FLIGHT I PICKCTS I N F I I `fi / M oZ / I I 5ECOND 2'CONC. CONCRETE- I FLOOR TREAD PANS F_ to N, �. FILLED 5TL. ( LEVEL O a / / PAN LANDING 3• + ELEV. cf? I 7 I / _ i 12a- 2 1/2' A-7.3 e 1 FELLED PANE 5TAIR LANDING ELFV n ^ 12'MIN.oo, t� / - CHANNEL I rJ 5TRINGER FIRST FLOOR LEVEL CLIP ANGLE WITH - ANCHOR BOLT EACH (� ELEV. - 100'-0' STRINGER 12'MIN. j V CHANNEL STRINGER CID tMM l� 81014 03TAIRMLL 1141221 7 6 TAI R _ 5 O SGALE: I/2"= I '-O" SCALE: I "= I '-0" SCALE: I "= I '-0" SCALE: I "= I '-O" � N eon,nute"ft'"sy%am�+a••n tt m"n,w N-60c"O.V am r 2 crerc&'wt ow XMAS h ft fare m3mmbuy at ttt lwdwd 4mft J'Jo'n Cow*Co vestal to -�•ne, vdudk.xw MS.$ttu c""to ew wore Sylite- stow ow else 'd poi �ekie.to%a�wo CaRnttc'n it" pr bur gFedrit."re!em ko Me 8 uwurJ me 9wdonh Gars/ Ca wue'ewt IPck`i Spam"q Gocd•I A-7.3 n»ro-owe of cork HWY revaa"4 8 ,igen on pun.wa• prcA uten A 7.3 x.ca. col. �' A tg e•e C01.. Col. 0 -- 518'GYP. BD, ON 8'(I 6 ► a Z 6 MTL. STUDS 16' J go.) ® O to I O.C. -SEE A 1.0 4A-I.I y 4 01 I 7 Q I Q FOR EXTERIOR I / 13" 3/8' v LL 3'-9. CONDITIONS. T/BEARING L, A-7.3 9 /8" r ELEV. 1191-8" I T/BEARlN9 -- in Z w _ 1191-8' SIM. _ O sn. EDGE ANLL[- �- 3/4"DIA. HANGER O iii 1 I n �p 5EE 5TRUCTUKAL — 4/A-7.3 r` iu i i -- 0 SCE STRUCTURAL SEE STRUCTURAL - ROD-5EE DETAIL V Q N Y _ - ut-------a i 5/8"GYP, BD. ON 8'(16 I 5 6 — III— - — — f- - SEE STRUCTURAL ga.)MTL. STUDS® 16' 5/8"GYP. BD. ON 8'(16 nr------- O.C. -SEE A I 0 4A-1.I ga.)MTL. STUDS ® 16' N 1° ------- FOR EXTERIOR O.C. -SEE A 1.0 4A-1.1 ^--- - I "�.•� I HR. RATED G'(20 I CONDITIONS. FOR EXTERIOR �_- �.j CONDITIONS. ga.)MTL. STUDS® I 16.O.C. (U11465)— I -- - -- I b?I SHELL PERMIT III a - -- _ ILI SET I 314'DIA. HANGER I I THREADED 3/4'DIA. -.---- _ -_ HANGER ROD THREADED 3/4'DIA. Ell it O I RUD ER9NUt5 4 3 I I r_ - / - - HANGER ROD H�-------iri in I I I .►/06 WA5- _ - ✓ 111 ��� I CONCRETE-FILLED Hi------ � --' - REV. DATE WSTEEL PAN LANDING '�'•, ------- SIM. - = VA - DN. I R STAI + G 4 3/4'DIA. HANGER I 1 I 5TAIR LANDING -1 STAIRS to ROD -5EE DETAIL 5TAIRIANDING 4/A-7.3 FLEV. . I I 1 114 72 i v 2 24 5.3 — rr q� - 0 O CLIP ANGLE -CUP ANGLE -. _.• __ \ ---.____ ^- � /., n 6'--1 • 2'-878" __--- 6'-I I I/4' _ '-5 � --- �/ O ( ---BRACKET ANGLE _ 9'-4 CLIP ANGLE - BRACKET ANGLE WELDED TO -BRACKET ANGLE 9'-4 5/8" STRINGER WELDED TO Q WELDED TO STRINGER -- - — a� STRINGER SCALE_: 5 _ VARIES 51-AI P.WELL PLANS DETAILS NDET TAIR I>gl� STAIR — (*�QE�TAI��TAI R _ � LARGED PLA STATR I I4 SCALE: I "= I '-O" �„ SCALE: I "= I '-0" — SCALE: 1 "= I '-0" SCALE: 1/4"-- I '-0" I SCALE: I/4"= I '-0" .20 of 5 . 73 P,��'r :'}'c.: ...r,,, ,: .•nrj 'y'iFia•'t'"'h v.rT"+rw"a•wrw+ 111111W .. .. .,a�"""mw .M y=MmMxrnaky:::arvnrsi+'+r.wr.,, _ ... - m " 01A Awl Ix oil III 4 • + ! 1 .�'J - '' •a -..-.ar•+.a.....r...,.e:s.r..a,+..r►•r ....mMr'...++++nwllw: ....wm+.-.v,.n..aw.,oew..,....wc.,.r......^...,. ..... ----..,wer•rarra.m.n.,r• u.,,..+r..+A.w+.....•,,.,,.,n..i _. .. ,.,�y.w a^®Illt.�cfer... .•ae,.ww.vvr+Ar+r•....:.•.-.,�eMM••.-.r,C',,,w,ua••+M•.+w•r,<e. ...puyu•.,.•,.••.iw..nw +1+: I"'M.rE:�. . . .-,.n•.... ..,. . a es ...w"r...u+fryllt+w......r.".,-.__:,r...,;.. ,.: .•.rP.�YwW4r+.re.err•v, w..:.,....w^wrweln/IMII+Mree4waw•."re.•.r..a.-e..+rlrM weMlMll•�MS�nwr.1'•'mxw+rr,w.mrr neon-,,,. ;. v. y:..::...,„yrs, .,.,.:a....ns•.. ..., ,...... - -.....-.-.a,.w...."a+rAw.•: wr...,wt,....._w.r...+H;"-....r.,...«w_..,w.....s..,..,rrw.+..:..w...w,..«..:,...........-....a..w.w.s,r..nr•----- -•.,...ro.•+►.+ w►."rrc."r. ..w ...,..+n+ ...-.-,. ,rw.vre+e,..:.wr•rrn M9rrw,.+ww•.. •.r. t. ,..........._.•.+«.-�.w,rw: .w,"rwrw.:...:..+.....iir.b...rrr+e.a. .....rr•,,,...w.: w.. tik 4. » a: K REFER TO PLAN FOR QVER ALL 5HAFT DIMREFER TO PLAN FOR OVER ALL 511AFT DIMEN51ON5 tN51ON5 ^__ C6 .3 I 7 TRF 4DS @ I I- = 7'-C" op"" ow- � 4'-6 5/8' 1 1 TREAD5 @ I I" = I O'-1" '_' — 4'-8' 5 / I 5 — / I A-7.3 A-7.3 -1101111, � I SECOND FLOOR LEVEL I IF ! I I r ELEV. = 120- 2 SIM.1/2." I �' I ! I _ -- _ SE�VND F 2�R2E/2L _ I � a MAINTAIN MIN. 6'-8' G to I I� HEAD CLEARANCE °' j cn cn o i5 SI I t oZ I I I 14 TREADS @ I I" = 12'-1 1 112- r .r A 7.3 I I I - 51 AIR LANDING m -- - I -J CZ I I TREAD5 @ I I I O'-I" _ STAIR LANDING - ELEV. - 113'- 10 I/2' 3A --- \� -- �. --- N- 51M. / --- "' Now OR SIM. t� 3A 51M. . \ Q O i A-7,3 '�--- 1JIr G 51M. to I to N - Thr J v a7 �� ��, NI .4.u1do..gpy a yea d ihs xtw W _ �"►� e" b I mem jobA 06158 ---- 4'-6 5/6' 1 1 TREADS @ I I' =- I O'-S _ I _ _4 8'y- a a 14 TREADS I I" = 12'- " _ _ ® 9 _ �5TAIR LANDING 10$'-2 1/2' N cf) 5TAIR LANDING 'i ELEV. = 106'•- III /I I dJ o ° I A-7.3 I is� / _ to CL I I I o FIRST FLOOR LEVEL _ FIRST FL ° i , • ELEV. = 100-O" ti .. — --- --- -- ELEV. 00 0'L An*am Mxtk*.Pkd Wmem Slow cher"m aro epecdrnron.ra1M4 jo rdeare9 nsaw account a the Sol-- VIM"" aleVIM"6"ty d the trtdlord WN61or tandtvdt Cased Catra l to,m^lham. t fdeAdCA N"tal the WIWWe aw etre SCALE: 1/2"= I '-O" �m� Ary SCALE: I/2"= I '-0" elmn"td rem o Catrscw 0 tM pun wwo,,pwout",eter,to the trndl•."d aM 1awmA Gawo Catnaol Tent(Pd)5p"Ga�l hr ro Wxpe CO Work XWO,�,96ky slow U tM pw rMv SWAAan ■ — �/` 10.5 . A 3A: o r 51M. I F— g A-7.3 I 3' �1 - - `-- L 1 � Or� N ' .r • • u i• r--- _ I STAIRS I I 5 T AIR5 I ■ —tu -_ un I - 3A ■ _ NO l STAIRS , G.G — I Iif n ■ � 5'_g q•_ I I I • l SDN _._.. _._,. SHELL PERMIT {� SET ru - i rn I - l� ■ LL_...._ '.._ . ' ' � I I/15/OG _ • ( I. 1� I ( N REV. DATE _ a I 3/4'DIA. HANGER i ROD-5EE DETAIL + i iC 5TAIR9 ---- r ■ A- 7.3 A ---- -- A-7.3 - - - -- — — J I 51M.*1 Q - -- - I � 3/4"DIA. HANGER ROD 5EE DETAIL _I - - 3/4"DIA. HANGER ROD-5EE EX-TAIL 4/A-7.3 4/A-7,3 _ 5C:ALE: + 9' �" 3A (:A A 5 4 A.3 �A 5 I A-7.3 A-7.4 VARIES � A-7.4 STAIRWELL I 3A ! .3 (I 51M' PLANS � 3 .i A-7.3 DETAI L5 ^' 4 SCALE: I/4"= I '-O" SCALE: I/4°= I '-o" , PLAN i NLARGED PLAN Q S1 AIRWEi i 2 1 2 2 SCALE: I/4"= 1 '-0" SCALE: 1/4"= I '-O" A- 7 * N iA' Yr Now / , .... . r » I�".a¢?'. 'yxNl�Ni `atMIT ter�ert4 yr a;rKdi qi.Y e r': .. • • _. .w.,sWa. *`t'lflr�" frN�} n"I�ip^"',.; ,4R �f'^'n4Tf 't'" �. _ ULD _._....� • , o:!!/YLM{t,a,al/iJr 7MI" .1i1n1t qT rrr�r t rlrir T�r T�r J T� t7t11`r� >l T r t1t�! ! II111 .� ! 4 I x +pr,: � 1 <. I � . ._ lull � ll�ll Wl�ll lllll�lllll :. • � �� .....",.r.y.rr --. _.s..rr.ti.r*r:•w,...r.-- _- ...—_».+►..,.e!.sr`e.r_..www.r.."ntwb"f. i h� »e1.w.i4e .,+..•wrr..,rr„wrw...' .00 AN �n.....r ....rr..,eubi"r sr.. .•w..."..,w.wfwy.,w p,.,err"."r+.•+rwww"..sw.-.a,..,..2y- �,,nv..... +nr•ww.;r. .. ..... ......... -..... .. _- .. .. -.. . ,. .._...v...•'a"""ar.+. r. -•.a....,... rw...a. ... m.wn....w..r.v...,.ra.,N+-.nt...w..rr.a..r :,.rrwew.Ka..,.,,. r r.... .. ,+r.a�rr,.. c.w.,.+....!A..w.«.w.r,.:arnw'....vs -• ,y.,.+weow,."r, ., .. , .r.nr.e...+.w.s.wa.r ..--ass.w.r•aw++a..twrs .a-...scw. .ore k �v 'fir , �t ' x Y is Is 4' t V. _ - 9 d - l 4 3 A-4.1 --- - ---- 40-0' cJ I •4 -1/2'BOLT HEAD I --4/2'BOLT HEAD AND __ STRUCTURAL STEEL.T r9 ROOF SLOPE AND ftNDOR ty - PENDOR WASHER ___ELV. 144'-0' j WISttER APPLIED Oj AfPL,LD TO FACE Of A g O eAb.--TJ�vv�rr� 2'x 10'CEDAR PUWI�5 TO tLEV. 156 CY BE ATTACHED 10 BO11OM PER PT. TO FACE Of META1 -- - METAL P 21 _ T/0 PARAPET --� OF J015T5 NW-2,:FIAT,NSL1lA1TON 14 I'-O' \ 19'BENT B• \ ls1/9'BENT METAL -^r----GYP 8D. -PA1 P•VARlES ��' METAL PLATE PLATE-MT-20 152'-4` - - WAI.c NT( 30) MT 20 /5TORfrRONT _- __-_ -_.- __-- _ -- - - 2'x HYEDf BOLTON T BE --- • r �J c 7B F NISH AT Rol.00OVER TIGHT 7 015T5-WD 22 �TO 5TRUCTL CCN..FOR col. SCALE: I/2"= I '-O" col. PAINTED GYP.BD. � A-8.0 CLEARANCE C.EIRESTORY -- --- •0.O• -.- 5TEEL GUARDRAIL 5E t P-34 NSG GREEN) SIM. WINDOW5 _ 5HEt-T A-10.1 FOR DETAILS 14 1'-1 O' 5TOCK � G 8 B✓5TORCFRONT `"""" - -CLERESTORY WNDGWY, 5EE W ---�OF METAL -- �-------- - - 216 A 1 U.1 A-10.1 A 10.1 �OF METAL _ — SECTION 9/AA POST P05T 1 �_ 1 PUGtiT-5EE ELECTRiCA WD-'22�DAR WOOD WkAP 20'-2 112' 120- 212'...,k SECOND FLOOR j BENT METAL BRACKET WI(3) Z(ij 2-7k2-7 4 -�X /4"STEEL PIATt' FAUX BEAM(YVD-22) IMT 20i U2'hOlTS/WASHERS _ -._-- COORDINATE EXACT DIMEN51ON5 WITH y 5 8 -- GRAPH®URE O F5CALATOR f"ANUFACTURER A-10 I A 10.0 �ONCRETE A 10.1 / -�- 3 Ty'. �OO 5LAB _ I i COLUMN E%4 SURES TYP 5TEEl FLOUR. ELEV. 124'-5 1/2" 123'-9 1/2' -- - �- BEAM5 SEE yTKUCT. =_-__-- __ - T/O PIIA5TER ~T.O.M. ,p I DRAWINGS(P-.34) FAUX ATRIUM 5TEEL l -'-STEEL GUARD RAIL rLEV. 123'-9 112" BLADE GRAPHIC BANNER DOCK TO EDGE OF -- - - - 5EE SHEE?A•;0. _`- - _ 17°-6 TO 5LAD COLUMN ENCLOSURES' _ T/O MASONRY F,061 --_-- - MN GAP!TOL --E5CALATOR- 5EE GRAPHIC lWNDOR SHEET A 7.2 FOR _ - STEL STIFFENERS' ?YPIGAI -- - - --� -- - Df TAit S ALIGN UNDER EACH KA!U1 G STEEL GAURDRAtL 5Ef L n T CON, T LAB -__ - - I u I `r• VFND01� ?� OM �� 5JPPOKT-5EE 5TRUCTURAL 5HEETA-1014 DWG5.POR 512E5 I ! I 5TRUCTURAL FOR DETAiIS .Lr ^" 5a 6mto :) I STOP C I 5TRUCrURAa 5fEEL-P-34 STRUCTURAL Y CHANNELGRAPHIC BILLBOARD W/ - 5-I 0j, S 1 - - ,q-p-_ _ 5' 1 _ 5' 1 SHORT OF Y ��` 5LATWALI ON KfVER5E 4 - - - VERTICAL BANNER POLE ? SIDE. !NOCK CCLUMN BANDING 'nr, DKYWAIL ON - �- ESC. ICK COL YN BRiCk COLUMN-5EE 2 BANDING 2 7 312 9 2 FOR c.OUR51NG 4 NOTE ALL I iG 15 T4G I g Q C(5)-i&CALLP --- STAGGER J?S'bNTEk, I/8"= I '-O" @iCEA�1/4"= I '-O" -- �RLcKveNEER,T,P —� 5 ,q, ION 0) ATRIUM y , SCALE: N/A 5CALE: 1/8"= 1 '-O" 5CALE: I/8"= I 4 C 0) (49) a8) A-4.1 m,.mt,dw Mowat TVA 26'-I I' �1 ----- -- - --- -�- --- - - - -- - - -3' 20'-O' ___-- ------- 2C'-O' �wr..i*A ry*.:oa.". 40 0'_-_- 35'-I �" w w m m ffia 1 mem job1106158 O A6I \ TLP Ofd PET _ _----- - - —_ -___---------------__ CLCRE5TORY X7.,0• ty `)iOREFRONT - I i 8.o IAAIK r;;u VAWfS T/BEARING _ _ --- -- -_ -_ VARIE5 _ I 1 ;Of � . ------ - _ �- -- - -- - � � TIO BEARINGAL I \IV ?3 TOREFRO - - - - - - _ -_ tt 1 E 6 ELEVATION OF RAILING TTr A 8.0 �q F:iCAIATOR`i I?_ SIM -- --- A 10.I OPP r1ANL% II O - - l �c- 2 112• o T/FIFA -� o - --- .�- --- M L CNFKY - L_ - RICK COLUMN 5TEEL charas-dtwtr.zm o o OR ww "-- _=- E><15TING•�" t UBe '� tine p.r,w fpMrxw.,�,y r BANDINGIJ2 Y a"e tA%*, (Now edt.l4.iN mw ft oa.oar ow mm wsl^w+oco a1/mk+nnrd" 1 On ce to 1rww%cw&@c to w pie I I BRICK.VCNEER,TY°.� rw * wackft +m"Mtk 10_Cr + , ,, 1 1 no dmw xwwe of w"w de+M ' j- _ - yv.n on do rttn sqb,rdA.x.* ©FLOW SLAB OMITTtO — —.--- — -- -` 2 FOR CLARITY. 5CALE: 1/8"= I '-O" 2 1 4 oc A 8.0 A-r5.O OL. A — 31'6' `B D E r 9- 44'-O' -- 31'6' 40- ) A-49 1 - 32'(7 _ 36'-9' Q QD 150-0' TO.BLOCKtNG I _ S TOP OF FAUX COLUMN - - - - ---.` -` �" _ _ --- - --- - -- 152'-4" -~- -- - -- '=r----------_-- - z ll..J T.O.W. _ _ - - - ' 7A 7B I = C] TOP OF 51GN rRAMC t COORDINATE LOCATION OF � �C FAUX BEAM — ALL RTU5 WITH ARCHITECT A-8 0 A H.0 III I —-- 0 Q �. )41'-5 319 � i � 4',Y� _..._.- TQf"OF= PARAPET "•° Ln T.O.5. Tr r -- v —Y= ---' _ -- – – — _ _ — 1�7—ate - TENANT -- Jo1sr4BRG. _ - ^ .1015,BEARING IMPROVEMENT 137-1 1` 9'Ct' ,� -meq_-- EO. -- _E JET i( 1 15 F3RG• 6. GYP. BD P-34 / G 13.6 2- x 10 STAINED CEDAR----/ 1 7 3/2G/07 � A-12.10A - _ S A-12.1(1Y1 6 1 - 14'-V--. / A o.l REV. DATE 24' S 12' t��`Ii� Y CA I J _I 0 - t s -- . /� ' I I ITE ! 1 f1N' IgH PLOC7f' \\�� 5CALE: � VARIES BUILDING BELOW LABCLARITY. OMITTED 5ECTION5 FOR CLARITY. I FIXTURE W� BRICK CCI tr N BRICK CO MN ® BANDING�2 BANDING 2) N I SCALE: I18"= 1 -O" -- - 13PJCKVENEER,TYF. I ----- BRICK VENEER,TYP. I .t O i 53 A_ lowm 4vil III Jill 1111111111,111111------- 44 r I' ..^...r.«,..wos+u-a......,....,......,+......,.°_.....e..,..y...,u...r.,.n.r...+.,..........,.+,._..++..... --....s+..r....,.-.,....-,..i....r...wre,w.... .,..r.n.w+w•. ....r+r•. .-...-r:«ra..c+ .•..�.errat,wwrw,.......v•.,-'..area,w. • .,,,,,..,.. :•,r.-.-. ..wwnr-as.-....n,en+ ,:..„._.w,.o.r.w.y+r.r+..«..,.e.........,..,+ ....-.r•ws,arc+.e./.wa.r+.I.�. �...�.�.Jirur..♦r+s+al,w.w,Hsiw•vw,.,,v �nvma .r<^..770....wrwws./1...w..�y.+�:,w•:aa'wraM.swivrwrrawM.rrt.-...wan-:•_+w+7'1f�MrMfnt,..:,wn••rv11r.:Vtr�rMiL+a«.-.•ra.fay�y+r'^•w.il,..",.sr_+Yr wuW-.....,..,r• d.s►.ay..w�/.nwa ..'S e.,+n�e. rt^nYY.sxa.• ...,x♦+Mw...+r»` ...:.:-• w,wr .,...-.-•+auw.w.r y..,wYe.....; .... ,r w...•wi/dir.:.,....»..,r, •,:,,.mtn.a,,,,,...:•...a.va...s.. .. i, n. Y� .4 1- M1. 516"EXT. PLYWIOOD - - - -_.-- 24'TAPERED CANT ROOFING MEMBRANt (CENTER OVER 2x) OL. OL. OL. BLOLNNG 2x P.T WOW �2 1 ROOF 1TO VENT TRANSITION 1 1'-7 1/4• 3A --- -- IO �Id' _ TIOCOQ. V 1 -- 3 7L8' -TAPERED IN5ULA1ION 1' _ ____ _ 10'-3 I/4' I'_ ' I I/2"STL. SECURED 6'BATTS. 2'O' A 9.0 2 4' .063 ALUM. FACTORY FINISFI u1 TO TOP OF FAUX COLUMN/PARAPET BE PROVIDED BY E.C. S1GPR�i 3 4" 4 ![?`°�4.1_'� I A♦ V(_NDOR 8 �. ` �•"r'l- %��* i r__._ - - -- --- v _ TOP OF SIGN FRAME 4 FAUX BEAM --- _--_--- - -- -- -_ T1 ►2' r0' r I _ 154'-2 I/2' Wa"EXT. STS BEAMS W/ -.} ---P'.TJ F.K.T. BLOCKING A5 J015T BEARING REQUIRED _-�--- ------- l SHEATHING HOLES STRUCTU ` �- FAUX 5TEEL 51GN SUPPORT- -- STLBEAM5 W% � 2 1/2METAL 5TUD5 3,116•LOAN-- --- i ----v i i HOLE-9-SEE � 0 Ir.-O.C. VENDOR d I -- --- --- STRUCTURAL --pRFFINISHFD ALUMINUM _ 152'-4' 2 112'ATL. ' ' ' BANDING T/STOREFRONT i i i � DWG� STUDS 16' VENDOR 6 O.C. ' ' r. .. FAUX WIDC FLANGE h ELPV. 111'-0' Will, i IF _ COLUMN TO BE I II I -- PROVIDED _ ME-fAL 5OFrIT 4• 6 4' P.TJ F.R.T. BLOCKING A5 VENDOR - II II AA UM FACTORY fIN15H REO SIRED 'r BRACING VENDOR 8 3/4'HAT CHANNELS 10 1�2' VENDOR 151 I{ / ® I G'o.c. 16GA 3/4' CK055 FURRING® INTERNALLY ILLUMINATED "DICKS' I WEEP- 12'0 c. SIGN - !( I VENDOR P.T. E UIR BLOCKING SECTION CANOPY II AS REQUIRED----/ AiUM. CUR7AINWAu n SCALE: 1 112 I '-O" CEL Iii � u I 7 ECTIGN CANOPY o CALF: I I/2"= I '-O" COL oca. fl -- - 1 2'-9 I/�" ��� I i_ I SHEATHING - i tu � $ B 100 _ lit 2"E.I.F.S.W/ Q DRIP EDGE -- �---8•MTL. 5TU • 0 16" I'-6'HIGH INTERNALLY ILLUMINATED 3 O.C. W/BATT "SPORTING GOODS'SIGN �• 2 ROOFING MEMBRANE A-9.0 UP TO 12*MIN. UNDER I I IN5UL4ITION - EE A-9.0 EIF5 _ 4,= SPECS VENDOR 8 --- - - 5/8'GYP. 51. -5EE A-2.0 _ A cc TAPERED RIGID 5HEET5 F PAINT COLORS - — INSULATION - r PACK VOID ;INSULATION CONT SE.IWIN (TYP) - CANT- -CONTINUOU - BASE- 5EE r-2.0 CAULKING 133-►. _ < , 2x F.R 1 WOOD BLOCKING SHEETS - - - PAINT EXPO5 DECK TOP OF FAUX BEAM - ----- 1 20' 1 1" " D5G GREEN ACM BEAM WRAP NOTE: I • I • v VENDC'R d STRUCTURE V.RAP FI'L VENDOR/8 I • I r E ��� TOP of IxocaNcx/B.O. C.W. - '^ I � � � CONTINUOUS ANGLE - 1.37 0' I • ` -_ • SEE 5TRUC'L. DWG5 Y TOP OF CU;'TAINWALL e•sTUDs ® 16•OC. ` 5ECURI`D TO ANGL IE5 W/ --- ,— 11__ •rsWoa,.,gynr u.ee d eM CUPS. SEE STRUCT. DIMGS- - _-57E`L BEAM W/HOLN`5 Rdd* VW vw&V�"9'"- d 5EE SPEC FOR INSULATION— SEE STRUCT. EXTERIOR UPUGHT I *.* �obN 06 15g 18GA 3,14•CRO55 FURRIN ( I, 1' a VENDOR 18 F O.C.W. T.O. STEEL d ^'`ter I PKEFABRICATI`D COLUMN CAPITAL VEi�DOR 2 Ln I c\I - STEEL BEAM 4 BAR METAL RTAS 11 J015T- SEE STRUCT. SOFFIT ACM FACTORY ` i I 3/4'FURRING AT® 16' OC i o.c. _ 132'-2 114' - 0 FINISFt — _----� � ( -- 2x F.R. WOO BLOCKING TOP OF PIASTER , ---- vENDOR e a - W I ' I \//A T (2)SJe'EXT. J � SECTION CANOPY TOP-QF1 �7ERV 3 DBAANDING ING BEn1N4-- SCALE: I I/2"= I '-O" 1 I • I A-I o.o 0 t 12 �— T T.O. MASONRY I I I O I CUN,TAINWALI SYSTEM � METAL COPING AND -SEE SPEC. 5 DOUBLE SIDED CONTINUOU5 METAL VENDOR I a•9.0 CLEAT 5" SEE SECTION 3/A•9.2 FOR - --. .. \ I F.O.S. PILASTER COURSING T. �- -- I I • PIKE-PINI EU NOTE; SEE MECH. A-3.0 FOR CEILING 0% FLASHING ` ` --I. EXTEND MINUM TO UNDERSIDE OF ELEV. 14W-00 O DSC GREEN R-34) T�O BLOCKING -FOAM BLOCKING HEATER LOCATIONS IN VESTIBULE WINDOW HEAD FRAMING FOR I'MIN. STRAP 2 LAYERS 5/d'EXT. o 2. EXTERIOR FACE OF STOREFRONT ALIGNS WITH 5CE A•4.0 FUR ROOF OF SHEATHING EXTERIOR FAC OF e'9TUD5. , W F.R.T./P.T. VETIBULE AND LOCATION OF BEHIND BANDING WD. BLOCKING DRAINS-~ S ECTION @ CANOPY CONT. NTT��R ANT \ -CONT, SEALANT PREFINISHED METAL FLA5HING 2'FIF5- UP e'MIN. AT PILASTER(TYP,)- I OD G� t - MATS____ W/BACKER ROD e�x�.b��•� • SCALE: I 112"— Il -O" COPING,COLOR -- REINFORCED MEMBR,tNE COLOR D5G GREEN- TT-F a.a.."w ,,.w,r�..,,. r COL. COL. (ADHERED TO PLYWU.) 1 ^_� �� a -� I °y of the I.a� v Wmikw 77- I I 2'DRAINABiI _ /� EXTEND UP UNDER COPING A-9.0 Ludt-ds Ger4e*s C0jMd rl to eu dWW. EIP5 SYSTEM _ �/ rxeee.A4e"WA the UPWIete w Mani I Lo 5/8"EXT. sfxen n,how mm nderenced My Mkraru to rk+rrr Cantr•ctnr.tnr,7 TAP[RPD IN5ULATION 4 wr,dt.wae ktam�toW :1 _ CANT EDGE- 5EE ROOF r� �•• u„a„emw',�lo,.e„Ge�.I SHEATHING T _ --_._ A 9 Q Cowxtcr rewtfDdn r PLAN FOR RWL AND DRAIN ` I FAINT P-30 wore 5 1/2' �` RLCE55ED SPEAKER ^m � r 5/8'P.T./F. ,T ' "� 5EE ELECTRICAL G"BATT. INSULATION, 5EE SPECS. 0VFRFI I" PCW LYWOOD � I I _-- SCUPPELR -- - \ ~ SHEATHIt�(s� TOP OF CANOPY ELEV. 141'-O' I I 8"METAL 5TUD5 I �\ TOP OF BEAM T.O. BLOCKING, - _._-� _ a I W O.t�, -� wry \\ _74-3 112- -... I O J 5/8"FD?. I I'-I• �f 1 f'8' 'A I I/ C Q 0 f SHEATHING -- BOTTOM CF CANOPY cc SEE TU TEFL 2'E.I•F.5. W/ ����_ .� �. �. ✓ I L 5 ORIF EDGE RECE55ED SPEAKER _--- - -- __ WHIT�ACTE FINISH - 1' I 118" a � ' l VENDOR 5 4' 4" 2'-6 I/8" N 2'-9 I/8' ELEV,Tlu 1 1 1 � 2 7/�• (10718, � �f •� _ B.O. TUBE STEEL T_ __ 2"m WOOD �/ X109'-0 1/4' -- N - ---- - BLOCKING // I �_ N _ ALUMINUM FASCIA- SIM TO I I ' LIGHT -SEE ELEC. EXTERIOR PROFILE i VENDOR A -- _ ' _ ____--. � SE ! � VENDOR 1d ; I C -r 6"BAT. INSULATION ABOVE I I I I SEE NOTES 2/A-5 I SHELL PERMIT 0 /, /� SEC I ION CANOPY CURTAINWALL SECURED }�- 3N SCALE. 1 112"= 1 '-0" aSTEEL BEAMS W/HOIJ=5- SEE I SET W ACM FACTORY FINI /� STR'1CTURAL I -�iLIDING DOORS N vENvoR a _- COL. COL. , VENDOR 2 I I/15/06 W � I , �l_-__.-- FIELD BRICK VENEER SEE J 12/A-10.2 FOR COUR5ING - m 10) 1RFV. DATE 8" 7 t 2' I/8"4 318" ih i - V I'F.0.5. - `` 5/8a ACCENT BRICK VENEER 2 LAYERS 5/8'EXT. -- - .. 0 Q -- 5"FATHING IT I A 10.0 I -� BEHIND BAND- / CURTAINWALL -_- D5G T�E A5-IO,AS-lBYI VESTIBULE CONT. SEAIA CONT. 5E L.ANT I I FOR DETAINS e'METAL 3rUD5 5/d"Gm. D. -- - a 16'O.C. ---..__._.� I �/� .� `- ---`"-•`-- --- 2 X F.k.7. WOOD �51TE CONSTRUCTION DSG BLOCKINq - --- 5/8"GYP.BD. (N.LCJ CONST. ' (2)5/8'EXT. -,I 0 - -- - SHEATHING — S j Y SLOPE ASE- SE O' _ �•x ylr10rx) 5 112, _ A-12.0 5 SETS FINISH FLOOR -- rY lJ/,r'1We ACM FACTORY , r- r. FINISH - -- s VENDOR 8 } - X II ANr E: (• .;" t i �. SCAT 1/4"EXPANSION JOINT - ` i; GRADE BEAM 1/4'EXFAN51ON JOINT •r " r VARIES ` ✓ ��1--! SEE 5TRLICTURAL •�•' a SECTIONS SECTION CANOPY I I I •�' • IH 'XALF: 1 1/2N= 1 '-O" -- ' ' • • - DRILLED PIER ON GRADE TjEA - � :: _:•; •, � SEE STRUCTURAL. 2 SECTION @STORE ONT SECTION ENTf�Y VESTIBULE - -- SCALE: I/2"= 1 '-U" 23 c 53 A-900 ^.... .. - .,.nen•, ,.w.`-,,....;w.;,w.w.i .. .,; w.i^,.ti'uY5ae7MPearr"„" '} :„ ' t t M W lull ar r ; . .ww....M..-.,e..M•.."...w,:,r.»..........,a....•.s.,•.i.w.•...,... ...r... .. •...w.., .-,,,w+".,.•.....,..+wr.r,•.,.r.. -r.,..a .a+v...r, .._.r.Oran-.41...a.r.......-.,..,.w.rw, _R::. ' de,.,r.r.s,wr...-,..a.,.r►+w+aw..»....w.,...a.,..+.,w.•,,.,wa s•..u,... .,'.r. rwr .r...rn.rw,.ar.�....a•ar".w•"+.YUW.w .arw+aw.r+,,......,.r,...,,...,,n.,.. ,s `�;.,. : ,... .ra..w. .-..C...ss.. ..+".wr.M.rr -. lis..w ..ar•+n-..,w..a.w.:w",.ewrrs.urwn+wa+._,...."...•.,...r.+.: ...r:srn,wm..nw,+rr .s+.wrt"..w.....,.... .... .......... ... ,ciw...es"r... ,a.,..... . . . r+..e,ev...wt..�.� ,,...•11�Yh..arw>rtlrw!•er....n'yt".+/e.ro:.er,'wr.�pob+H.11AWywer,.,.+w. -.Wq, -rr:,n... •.n--+.rra.,.r..N.w+.:. .._...,,,.�,,,a•-.,owew...re „wa►+rr,,.mra-�... --�r+•ywr4`i"q..,e,.�..ya ..... ,,,�"„s_.« ... ., F. j.• wKaw , ia. METAL COPING AND DO IPV. 144'-O" �r _ OL. AftAPfT _ UBLE-SIDED CONT INUOU5 METAI-CLEAT METAL COPING AND LK"Ut E 51DED 9 FOAM BLOCKING CONTINUOU5 A 9 I \ 5TTi1P METAL CLEAT i 5` CONT. SEALANT W/ �-2x FA f./P.T WD. F0.5. FOAM BLOCKING BACKER ROD \ _ s.-- 2x F.5TRJFAUX tN 1 KY MATCH COPING � I \--BLOCKING - - - - -2x F.R.T./P.T. WV. 6 FEATURE BEYOND ------� - COLOR CONI- 5EALAN7 W ELEV. 144'-0' BLOCKING — T. BACKER ROD TJBLOCKING OL. 51M. PARAPET BEYOND 2'DRAINABLt tIFS SYSTEM ! - -----REINf-ORCED x OL. ALUM. BANDING � �---� OL. MEMBRANE 4000w / TO WRAP TOP OF I (ADHERED TO CONT. 5EALANT W/ 8'MTL. 5TU05 (a PLYWD.) EXTEND T. — BACKER ROD - CONI. SEALANT WJ E V,r 14r!U ' 2X I'Al./P.T. WD. BLOCKING PARAPETI 16'O.C- - --- _ UP UNDER COPING SACKER ROD ��W VENDOR 8 MATCH COPING EL[V 144'O" CA51NG BEAD WITH CC.OR— �, RG PT F.R. 2X BO PRP fIN15HED MIL. COPING W/ 8" I I BLOCKING BOLTED ® I I WEEPS - _`=�--5/8 P.TJ F R T. EXPOSURE AT FRONT FACE(EYP) 4'-O"OC(TYP) BACKER ROD 1 II � - EXTERIOR PLYWOOD 2'DRAINABLE EIF5 _----REINFORCED PRE FINISHED MTL. COPING W/ 9' ROOTING MEMBRANE UP I I� 5HEATHING 5Y5TEnA I I I EXP05UR`AT FRONT FACE(TYP) I I I / PARAPET AND UNDER SEALANT 1 WEtP r S MEMBRANE TUBES EVERY 24" 5/8"txT (ADHERED TO I -5/8'P.T./F.R.T. EXTERIOR I I \ I I COPING 0.C. - I I PL1M�D.) EXTEND __ 1• + 4 y!q• I 5HEATHING UP UNDER COPING ELEV. 141'-0' I I PLYWOOD 5HEATHING ELEV. 141'-G" I I EIEV. 141 -0" X ING V-GROOVE I --5/8'P.L/F.R.T. ROOFING MEMBRANE UP ROOFING MEMBRANE x z I EXTERIOR PLYWOOD PARAPET I COPING AND UNDER I YP) UNDER GR OUP E NGN(fYP) ONE Of 5/8'PXTUSHE NAL LAYER b LEV. 141'O' 5HEATHING � I 2)2X P.1 J F.R.T. 8' UC STUDS U_NG (2) 2X Pf/FRT BLOCKING BEHIND BAND --- -- - - - ® I 6'O.C. ----SEAM FASTENING PU1TE I I ;- r: 'r, :1: . . .. .. .r . DLOCKING AS RFO'D. I I E V. 137'-I 1' lJV 13"1' 11' I } + } + CHEMICAL WELD f — * +� I + k c M BANDING __r RPINFOKCCD MEMBRANE }i �LtV. 131'O' F OTKY F'N15H INSULATION / I 64 m ., ENDOR� TL DECK 5EE ACM BANDING TO >..� TL. DECK-5EE IDED 1 IN5TALLtp �\ a STRUCTURAL. rr.y STKLJCTURAL RETURN BACK TO LA I 2x'1 WOOD BLOCKING, BOLT 10 (2) 2X F,K TJP.T. CURTAINWALL —STI. JOIST/BEAM STRUCTURE ® 4'0'o.c. }- STL. BAR JOIST- ;< II _5T L. BAR J0151 i WCX7D BLOCKING. _ } ME STRUCTURAL VENDOR 8 I SEC SiRUCTURAI .-..� I 5EE STRUCTURAL r .G 5/8'P-TJF-R.T. EXTERIOR PLYWOOD ELtV. 137-1 1` �( � � E BEAM I STL. BEAM LOSURE STRIP \_ i 5HEATHING SEE 5EC 1 - 1 STRUCTURAL OC 8 STUIn® 6 -.•� T/BFARING � STRUCTURAL I N CURIO TO ANGLES W/ c �r ---?><Y T/F R.T. BLOCKING A.,RPCYD. P5,5EE STRUCT. DWG'S- •�,�' 02, SP5E FOR INSULATIONROOFING MEMBRANE RIGID INSULATION OVER ROOF 5TEEL DECK-5EE '' I LINE OF EIF5 DEYOND I O 5/8"EXT. ., 5TRUCT. .` DECKING SCE STRUCTURAL 5HEATHING 5HCACTHING. 5HEAltSING. 8'MTL. 5TUD5 IN IG•0.C. BATT. IN5UL. (TYP) E .V. 137'.1 1" I EXT 5 EATHING • .,cry.yo •ednti tv tawar,d Ow "Ma r HIND BAWD SPURTS BALL / \ � I k,,,•� BCYOND-- ...w.w.r,..,,w.y.e.e•+ C . 137'1 O•NWALI VENDOR 24 / 8"MTL. 5TUD5 ® mem�obL106 158 2•x wood ,,� C ENLARGED PARTIAL PLAN @ PARAPET �—� 1 6•ac. BATT I 3 5/8 MTL. STUD KING - - IN5UL. (TYP) WALL W/5/8"GYP. 51 SCALE: 1 1/2'-1'-0" COLUM CAPITAL t' _ 7 I/2' 5 1!2'_ OL, BEYONL- / 2"EIF5(TYP.) �.ti I BD. ON GNJC SIDE BEYONDCOLUMN CAPITAL �\ - �- / DRAINAGE 5Y5TEM VENDOR 24 I N ALAN LAr:1NG YJEAQ /'� v 5• 4 I/2 l VCNDOR 24 /' f-�.r µr.� I .� - , r -FURRED OUT WAIL WECPS � F.O 2'DRAINABU` Jr II FOR X-BRACING t� B#-,CKE.R ROD t / E.LF.S. SYSTEM ELEV. 124' 5 I/2` SEALANT 1 WEEP ( SCC STRUCT. FOR 0 x ?--��` i ( `•) CASING BEAD WITH WEEPS => LOCATION. ILASTER i I, ENLARGED PARTIAL 5ECTION @ PARAPET 1 TUBCS EVERY 24" —6'BATT IN5ULATION 9 I O.C. l�� I s-e SCr.URED A5 �-^ � 5CALE 1 I12'-1'-0• REQUIRED BACK'IR ROD 1 5EALINT 1 - 8"MTL 5TU05 WIG' i' WEEP TUBES EVERY 24" I ELEV. 120 I I_ � CA51NG BEAD WITH WECP5 O.C. BATT INSULATION f / BRICK VENEER BA,9E. TYP. - SCE 511T T/METAL BAND CONT. sl'nLANT (lYP) I 5 PKEFIN15H0 I PILASTER — O Al UM. PLASHING "-r..... I I r r ® A-2.01 A-2.I FOR. DRIP EDGE - 5TEEL ANGLE -ME ACM BANDING FACT. L / y", BCYOND - TYPE 2x F.R-T WOOD BLOCKING— 5/8'GYP. BD WEND 4'MIN.- STRUCTURAL FINISH ACM BANDING - REINF. CONC VENDOR 8 :�,;� II REINF. GONG Cl1=V. 120' I I` ' �� -REINf. CONC STAB AND VCNDOf, 8 SLAB AND STEEL .0 AIN WALL 5TEEL DECK 5EE STRUCT - ' `_iLAB AND 5TEEL I 120- N I' BASE- ME FLOOR DECK. DECK. I COVERING 5HT. A-2.1 / �� TOP OF MET&BAND - - -- , — ELUV.T/BEAI N9 8 FOR TYPE �� ELEV. 119'-8" -. CItV. 119'-8" 8 = ^ ^ T/BLARIN t A N 1 A-9.I !- - -•- GONTINUOU5 ANGLE ELJ_V. 119'-8' I r'rj I . / - ONE ADDITIONAL LAYER OF [=7 8'5TUD5® I G'OC. _ I"�ti ME 5TRUC'L. DWG5 TBE�4RING K 5/8'EXT. 5HEATHING - � I AUL'', SCCURED TO ANGU`5 W/ ''�. I I BEHIND BAND CUPS, SEE STRUCT. DWG's y� :_�: SCE 5PFC FOR INSULATION ELEV. 1 17'-8" I -- ELEV. 117'8 " I �" ' r I E�. I 17-15" BAR _ ACM BANDING � , , I L5TL. BAR JO15T TL. SCAM/ Iz 0 � C, , - I �I I J015T-SCC STRUCT. ACM BAND TO RETURN I! " FACOTRY FINISH / '�. I \ - �DOR 8 )--� ACMFACTORY FINISH `�` I 5TR SEE ` N�D TUP I LBAR 115T 1 VENDOR 8 L ! _ --� BEAMS. 5EC STRUCT, PROVIDED 1 IN5TALLED i I VENDOR 8 ONE ADDITIONAL LAYER �� ` PROVIDED/I JSTALLCD . ----CONT. SEALANT . ; OF 5J8'W. 5HEATHING " I aee deems'Aarw scartg o f we BEHIND BALDING moi, 2 LAYCR 5 5/8"W. / ` ;_ �� .,�• I •e�+y d n¢Brava I•d'or 1 5HEATHING BEHIND BAND ;...-' 5 Tl. BAR JOIST-ME <` l I %mean Ge OA Cc W"Asewl to Old dv,e. STRUCT. I I I •weer Y.er La"M"t.he /r.^.wa+rer.�Arsur� rw w rrt 7 - -- —II C"v,war,euntWck%5"M-njGou+,1 '•- •1 I w.ro xovr •on nrlur,e•ro,•serry Erma m"m�•db spac.ulv FIR 11 5TRICTUIAL STRUCT. DWG5 rte"' O.C. W/� ® f� I ALUMINUM �,✓ ME B RS S 1 CURTAIN WALL z CONT.�JCAL/MfT �~ 1 I `� SECURED 6 BATT .:> NOTE: COORDINATE T.O. CURTAINWALL I \r` > IN5UL, (TYF') a �1 ;rj VENDOR 10 rl O . EXACT SIDEWALK/l5 5TEEL ANGLE -PAINT TO I BED LOCATIONS WITH O MATCH BEAM ME /VS-1.0 AND 51TFJ CIVIL Ji - STRUCTURAL DWG5 ENLARGED PARTIAL SECTION @ALUM. BAND I II PACKAGE NOTE: _ I z O 1. EXTE ALUMINUM TO UNDERSIDE OF SCALE: I 1/2'-1'.0" Q ~ CONTINUOUS SCALANT WIN HEAD FRAMING FOR I'MIN, OL. ; I I M �_� 2. WE IOR FACE OF STOREFRONT ALIGNS WITH E TERIOK FACE OF 8'STUDS. 5/8"EXTEPJOR I'.7 I/4' -� 5/8"EXTERIOR 5/8'EXTERIORLn I'-7 I/8 r 5HEATHING, TYP: -- 5HEATHING(rYr) I -7 I/4 5HEATHING(EYP) r- , 10 I/8" ENLARGED PARTIAL SECTION @ ALUM. BAND I/e" To F.o.s. ~ 5 1/8' 7 1R I/2 SCALE: 1 1/2'=I'-O' - - - 1 I/4" CONT. '(HRU WALL 4 PERMIT of Y"lA5HI11G W/WCEP , I 3 5/8"MTL 5fUD ShEI� ERM HOLES;5"'SPCC. - --- I - L_ �. WALL W/5/8"GYP. SET .. R)`_INF. CONC. SLAB - ME d BRICK VENEER W/ADJ. BRICK BD. ON ONE SIDE- BRICK VENEER W/ADJ. BRICK y� 3 I r oN. I i 5TRUCTUML - --' I I- -- I I I I TIES- SCE SPEC5. NOTE: COORDINATE TIES 5EE SPEC5. ^`� ? SEE STRUCT. FOR I I ^ ^ e BED LOCAT ONS WITH T L-BRACE I I/15/06 0 I •_. I---�i I (••----• --•--- // * . ° �. �EXACT 51DEWALK/L5 I I LOCATIONS - __.__.. I -.-...._ .. °", ° CONTINUOUS THRU WALL )-.- PACKAGEA5 1.0 SITE)CIVIL CON IMUOUS THRU WALI I/2"8X8 I COORDINATE - - -- - - n A FLASHING AND WEEPS;L I -X-BRACING 5EE REV. DATE , ' MEN 113P FLASHING ' SEC 5P[CS STRUCTURAL RECES5C0 NOTE C ---`- i I i AND WEEP 5;SEE SPEC5 �� I ACCENT BRICK EXACT SIDEWAI K/LS I ! - �_ i I--- r REINF. CONC. SLAB �>� ME 5TRUC URAL BEL`LOCATIONS WITH Q ' A OVER COMPACT II PACKAGE SITFJ CIVIL GRAVEL AND G.MIL. t i 1 I - ,r ^ • e * e l = POLY ELEV. 100-0" T _ I _.f Q _ _ .�EL.EV. I OCT 0" A e A NWB '��T/5LA-B - ..R� -- - -- I' T/91AB " - I L1 D r e " "^� A , m!�m I CONTINUOUS J . ` LANDSCAPING BED LLAND5CAPING BED a r r-r a, I -- - � • • • •` LA.JDSCAPING BED----- a. .� . �. •; . - i GRADE BEAM- •� a e e A r ° Lr Y I I ,RADE BEAM-ME SEE STRUCTURAL a t, t r. GRADE BEAM-SEE • , STRUCI�IRAL ME TRUCTURAL I STRUCTURAL GRAM BEAM-SEE - ] ~ i STRUCTURAL.-- I° " A a • 4 e r ^J�f a �.. •.e •' ' • r A 9.I A SCALE: _ VARIES °A A e r 4 A-9.1 5ECTION5 4 *N�R_GED PARTIAL SECTION @FOUNDATION SECTION @WALL 2 SECTION @ WALL - X BRACING I SECTION @ CURTAINWALL ni ENLARGED PARTIAL SECTION @FOUNDATION + 1/2"-i'-o` scALE I ?"=I'c�" SCALE: I!z"a 1'o• SCALE' 112"-1'-0' 7 .2 0 sip A .a -- .. .. •.� - ;f..,t f1yA•e:".r:s .:ro.�,.M+sr,p�r.,srrx.ktr �;,�g�,.a�r.,.y.�•,r' ,.. . ...:. - ,t:,r,^�we•.,..........,.�._».._.r:.�.___- ' � - __•'�1 • y "rimf�T 4 iil IMI °�a ux y 11 11 11 , 1 11"1 1� U ' Ull�iill llll llll �, i • ' w r »,�..« .... ., --..r. .... ...,,« . - .... .. _ ...,," ,,,�.,,,.......rew+/a..•.wr,wrr,,.-.r.,.•�wwnYb".-+waw.aw.r««.....`.�.�i�.ui ,n"+rrrr.ww.�..a•.+tw,.n.w:,..ar..".r.,s..• .a«xu^.Crr.•.r-�+rw„yru.su.:,.rs..ar.•w.e+8ri1 .._ ..... •• .•..! .• - +.>r, ..arc - +wv..w...,.iw,..+re a.” .^•r...++w. t^6 .rQ. ...ar....rv. ...."vw... ,.ae` •�•w�,••m...er«..w.atf.�.w...:+aw..wr s...w.+...11�w+".wwn+r.. +.s•.rn.r.wirYw wrnrrr.«a hunaw_mrr+.xc.r�.n.. -. +-.. ef"«, rvr r+..a•.r " .w.« r... -w.o, .w...„"""M. •A....!..+.,w."•- .. ..._ ...c. _. .. .. .. �►� .-".a•n ...._rre...�...rearw.r-r.�<wuu..irw..s...au..+.....,.�..+e ..r+«v::u.,.+na:«.".Iran.r«r•w.e.wn,+rlNr.lr+>ns-w.-ePMM�naOlsw�Me..N•r:.+fW1�wOTva' .u,x .r.,y. .� t'Sv QOL. OL. OL. 'NOTE: 1. COORD. EXACT LOCATIONS " OF RWL W1 PLUMBING PLANS 5/8"GYP. BD. ON 8'METAL -5_-9 STUDS (gl 16'Q.C.- =TIM BRICK VENEER �- I —STEEL.;OLUMN I W/HORIZONTAL 5/8'EXT. SHEATHING SEE STRUCTURAL BRICK Tiff)(TYP.) BRICK VENEER � W/HORIZONTAL I I BRICK TIES OW.) - i N 2'RIGID INSULATION TO I CONT. MEMBRANE ( I _— WATERPROOFING TO I F_:(TEWD TO FOOTING EXTEND 8'ABOVE ADJ. I I -2'x 48'PERI ETER GRADE-5EE SPECS.- j I INSULATION - - - - N FAUX ENTRY SIGN BEYONDROOFING MEMBRANE -SEE SPEC FOR R GROUT SOLID VALUE l1AVITIM T." — I r °� I I °a ° O _ _ { — cu RAIN WATER LEADER- 2�-6" 2`- ROUTE TO STORM SEE PLUMBING � �� RS E SEWER COORDINATE W/ PLUMBING/CIVIU 8'METAL STUDS {` a E STRtJCT. t IN5UL. - _-- CL. OL. I I tail POUR SOLID AT � INTERIOR OF PILASTER �" C TO HEIGHT OF FIM5H FLOOR.SEE 5TRUCT. O COLUMN DETAIL &5CACff.TIONPILASTER 3r4•-I'-o• SCALE: I•�I'-O' a FAUX COLUMN OL. WRAP VENDOR 8 I I cka = E HALF SPHERE FIBERGLASS 4'-O"(D) , m SPORT BALI.ATTACHED TO TOP OF i C� FILA57ER. -- TERMINATE FAUX COLUMN tti.o..+y ro Nee asq".rr s VENDOR 2 Me�d t"•,WAd 'he CAPITAL AT OP OF ' t ` mem joWl 06158 2"DRAINABLE EIF5 5Y5TEM ON :;5' EXT. PRE-MANUFACTURtD CAP W1 DRIP OL• 5HEATHING ON 8'MTL. STiJD5 EDGE -� VENDOR 2 - 112"P. T PLYWOOD TO BE \ CASING EVAD WITH WEEPS -- - - I MOUNTED FLU5H WITH TOP OF N / it BRICK AND SHOULD COVER ENTIRE \ BACKF.it ROD 4 SEALANT 4 �. OPENING IN PILASTER 4 MEMBRANE WEE"TUBES EVERY 24.O.C.—� ;• FLASHED N PRE-MANUFACTURED CAP W/DRIP \ I Q I EDGE ►- lf� VENDOR 2 v Zz P.T. P TmaW-9 1/4" OP OFEBRI K AND 10 MASONRY BRICK VENEER _- - - OL. 123'•9 12" COVER ENTIF',E OPENING W/HORIZONTAL94=0 - - -- TOP OF BRICK TIES(TYF'.) MASONRY O N N CONTINUOUS 5EALENT q 5J8'EXT. SHEATHING METAL FRAMING 112'DFROM OP or METAL DS 5RICK ELEV. 120'-2 112" _ v 4� / ' w SECOND FLOOR TOP OF SLAB o� N Q o I �o � I O EXTERIOR LIGATING i SEE ELEC. i VENDOR 18 IF -- - HOLD MCTAL STUDS I/2• \ BELOW T OP OF BRICK-- STEEL J015T5- >�p �'"°'�As BRICK VENEER \ SEE STRUCTURAL • W/HORIZONTAL 'f �o yceow 'a of t u �4+r d nr i.Nao.e I•wo. OL, BRICK TIES(TYF'J = STEEL JOISTS `� °� I ,drek,.eNetnira n.�Nere�,deN.rc SEE STRUCTURAL � 'Yxe^c wln".aN reknxtd My l,.dbrd•ea%N wonh(srero N O j Cm"cW leNwt Vzk''s 5m"Goods) COLUMN DETAIL b i 518"EXT. �'^°' °''°"'^"' � 8 I'�I'-0' 5HEATHING �thm� � _ - \co IIORIZ BRACING @ \48"O.C. OL. 8"MTL. STUD W1 _ HORIZ. BRACING® ECURED 6'BATT RECE55ED ACCENT 4b"O.. MAX pp� II UTATION Z 0 BRICK(TYPJ-- i�U i 0 .� 11� Q M 5Ht:O► i1NG Z 0 tt 2i_ON OG N - — 5/8"EXT. = Q Q OL• BRICK VENEER SHEATHING W/BRICK TIES-5FE 4 __-�, SPECIFICATIONS -; --- - - - -- - - - -- - - - ------ - - - - � &7ALLE.Ul OMN DETAIL --AIR SPACE A-9.2 CONT. SEALAUT AiGNG '- - - - BRICK VENEER W1 ADJ. '� 7 '�1'-O' EDGE-COLOR TO MATCH i , i, i� % ;/ BRICK TIES SEE ADJACENT MATERIAL SPECIFICATIONS m j - N TURN FttiH Nr BACK I I N �P RECE55f.D ACCENT - — 511ELL PERMIT INTO MORTAR.QUINT OF \ I M BRICK 1/2"(TYF.)RE R 'T BRICK AND CUT BRICK \ / I TO 3/A 9.2 FOR ALL/ I } cJ� n �y PILASTER COURSING `) A5 REQUIRED I j - �. ,J•.. �../ �` - I - -_ - - ALUMINUM BANDING 15/06 BELOW—�` _�__. �, 1 I BRICK(FIELD COLA 4 I -- e - I BRICK(FIELD COLOR) --- MEMBRANE FLASHER- --� I I � REV. DATE I �o� I � MEMBRANE ROOFING TO -- EXTEND UP FACE OF I I I CONTINUOUS MEMBRANE O I tg FLASHING AND WEEPS- mu PILASTER- I I I � SEE 5PECIFICATIONS. A I O 0 SIM. OFF, LANDSCAPE BED 5/8"GYP. BD. ON 8' I /� I do � METAL STUDS g 16" �y1 I ire 0 I I1AND O.C. j LANDSCAPE BED ELEV. 100`-0• -- -- I FINISH FLOOR li Q CONDITION SIMILAR® � I I�`-0" � ._--_ � OPPOSITE 51DE OF I I FINISH FLOOR ]C PILASTER — I \ \ 1 \ _� I FOUR SOLID AT I n - --- I � ;' I .• .• INTERIOR OF PILASTCR I , 'r.. • DRILLED 17,-----I PIER- SEE - �7 % IOORGSE OF rr SCALE: •- ( /' '� / I 1 I j 5TRUCTURAt_ 1 ROUTE TO STORM SIR I VARIES I I NOTE: i.' t• .. • . ': 1 ; COORDINATE W/ L------------- - - - - - --- -- - - - -- _ J ALL BRICK WORK SHALL BE TIED TO BACK UP WALL PLUMBING!CIVIL/ I 5ECTION5 SYSTEM EA. 8'VERT. (+/-)W/ADJUSTABLE BRICK 3TRUCT.TIES. NOTE: l PLAN @PILASTER NOTE: ,� a. .N.. tar•■ t� �. .rrr g 6 NOT USED SECTION Q PILF`�TER I. ALL BRICK WORK SHALL BE TIED TO SECTION Q PILASTER NOT USED nj SCALE: �j 3 BACK UP WALL SYSTEM W/AD,IUSTABI.E 2 SCALE: WA SCALE: I/2"®I'-0" BRICK T1F5 -SEE SPECIFICATIONS SCALE: I/2'�I'0' SCALE: WA 53IA-902 .e. 2 A . 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Y r r,# L cb ff , - 51M1 5110jLAR 51M 51MIlAR SIMILAR SIMILAR 51MIiAR SIMI ut SIM[ SIMI �;p2 1 / i �\ ✓ 1717 { -W FIN15nfD CEILING I (REFER 10 CEILING PIAN) I SEAL A5 RfOUiKED 4 FACK VOIDS Q DECK W/FIR WING. (U5G FIRE GOOF ymr- { I I 11 I COMPOUND OR fOUAU II I I I I I II _ - 5Jb'GYP.BD. - 5J8'TYPE T GYP.bu -5/8'IYPW 9P GYP.BD. �- 5V8'GYP.BU. 3 5/8'(209a.) --3 5/8'(204x.)MIL 3 5M'(204x.) -- - - MTL.5TUD5® 5TUD5® 16'o.c. MTL.5TUD5® 16' --- _- - - - HR RATEU CYP BD I 16'O.G. I O.G. I _ CEIUNG W/ACCESS 3 50(2 .)MTL.5TUD5 - \ DECK,IN5ULATION,1 RING 5Y9fEM(REFER - 3518'(20xy.)MTL.STUDS --- 3 5Jb'(20g�.)MTL STl1D5 I MR RATED 6'(204x.)MTL. I I I I I � I ® 16'o.c Q 16'o.c 5TOD5 @ 16'o.c.(ULL465) PANEL A5 HIGH A5 I I 8.0.MET.DECK SEAL GYP I IGHT TO DICK P05SIBLf. ® 16'o.c. lTO SECTIONS FOR DETAIL51 I ! I ! I I I , - - � GUfdT J•BE1'D r� FINISHEUCEIUNGOR50FFI1 I) -----� -- _ r- r-1 r_ '-------- V4'x3'MDF TRIM EXPOSED 5TUD5 NO GYP BD. MAY OCCUR(REFER 10 CEIUNG T.U.GYP BD.t iI PLAN) l I MET 5TUD5 I I __ VAKI�A.F. (2)SUP CUPS AT F"GH MP.STU!1, 5/6 TYPWIX'GYP.BD. I O'TYPWTH Ir JYP.B0. I ( - - CEILING/SOF FIN15MED HT. { I SCREW'0 DEE°LEG TRACK ONLY WHERE P�RTITX)rl 15 PARALLEL TO _- DECK FLUTES PROVIDED 20'x 4'(12 DEEP LEG TR.ICK SCREWED TO MET. GA.)5TL.PL.24.O.C.(2 PL.5 BETW. DECK ONLY I HR,RATED 6'(209aJ I 6'(2090.)h4TL.5TUD5 I JOIST)2 TfK5 5CREW5 EA.FLUTE I \l' MTL.5TUD5 Q 16' ! ® I r;o.c.GYP TIGHT 50 GYP.GD. I I I _•- I i MTI.STUDS Q I e O.C.OR AS d o.c.(U1/465)SEAL TU D c -f /�, ` GHf D,DO NOT FASTEN TO DEEP I I TRKK GYP TIGHT TO DECK I I 3 5/8'(204+.)MTL.5TUD5 I I I I I ® 16'O.C. I I� • f�) FINISHED CEILING I FINISHED CEILING FIN15H[0 CEILING I I (REFER TO CEIUNG PLAN) I t I I I I I � i�E)R,TO CtIUNG IKfFER TO CEILING PLAN) t_ � 8'-0 A f F. I I _I 8'o'A.F F I I I 8'-0" -0 i.F.F. 8'-0'A F.F °Q ( I ----__- -- .f I -- FiNDsnC-� -- - Fw1sn-eo'W85CAUPERPEND�11ULAR TO DECK- DEFLECTION TRACK DETAIL ISHEU I FINISHED -� I CEILING I CEILING HT. ICEIIING HT. CEILING HT :3" I' '^ Z E 11 �,'SIATWAII 1! I I I I I I I I I I I L 5/8'GYP.W.(L'5E I I I --- 5/8' BD.(U5E 5/b'GYP (U5t I O x2 I ! I M.R.GYP,BD IN I M.R.GYP,BD.IN M.R.GYP.9D.IN -�� ! I I I I I fCNLfT ROOMS I TOILET ROOM5 AND TOILET R')OM5 AND JANITORS ,I I JANITORS CLO5tT) AND JANE OR5 T ! CLOSET) i I ClostT) FULL WIDTH SOUND BATT MTL 5TUD5® I G'o.c.OR. s I I s INSULATION SEE SECTIONS A-9.3 AS 5CHEDULED(TY?.) 4 �, FOR R1WIRfD LOCATIONS(fYP) --- PROVIDE INSUUTION AT L.P. I I I I I I I I I t I I I I PROVIDE SOLID BAIT I I - PROVIDE SOLID BATT I PROVIDE IN5UTAf1GN GYP W.EACH FACE OF V,'ALL I ...r ROOM I I MECHANICALLY FA5TfNtD TO ; INSULATION AT TOILET I INSULATION?T AT TOILET ROOM51 FA5TENED A5 5CHODULEG(M,)- CONT.MTL.RUNNER TRACK R 10 I Z I I I I I RooMSr OFFICES/ I I I TOILET R00Mal I I OFFICES)LUNCH t CONC SLAB. �g °' i LUNCH ROO M1 OFFIC'_51 LUNCH ROOAN JANITOR'S m LOZIER FIXTURE ( I JANIIURS ROOM KDOW I ( I 1 ROOM)MtCHANIC.A1 I I Roots CONC.FLUOR 5LAB(TYF J 2 I I LOZIER FIXTURE- RGCIA4 I II t I I { I I l ! I I I I I I y � VO: U.,-t y�/LAr..rxax k 5ALE5/ i lI 5ALE51 PUTTING I PRO 5tIOP STAIR I ( VOID 5TAIR I I 5ALE5 MECH./JAN. I I 5ALE5 CHANGING I I GOLF STOCK I I I 5ALE5 Of LIC5/ I I OffIC 5/ SALES I I I O' LICE5/ STOCK I ( OFFICES/ RUNNER TRACK DETAIL STOCK I STOCK/ LP 5PACE CL5 ROOM TOILET TOILET D I _ I I ROOM I I II I I I I I I S I IALE•3' I I I I I I I ROOMS ROOMS OOM.�/ ROOMS m m obN 061.8 1 ! I I I I ESI i I I, I I I I I OOM/NICAI. 1 I I I I I I CHANGE RM SIMI I I I 51MILAR 51 LIAR I SIMI 51MIlAR 51MI 51MIIAA SIMILAR 51MI 51MILAK I I I I I I I I cm 6'(169a.)MTL ,\ - 6'( GgaJMTL. 1 6•(16ga.)MTL �I I I I / IT I 1 m 1 - CHERRY BA5E AFI A I I RUNNER �\-J I RUNNER I f RUNNER A I A A ek ANCnOefD TO ANCnUReD TO - ANCHORED TO I I f J -- -- Y1008 - FLOOR-- FLOOR. I 0 (17 WALL SECTION- ENT. WALL SECTION- INT. WALL. SECT IOrJ- INT. WALL St�CTIGN- .NT. WALL SECTION- INT. WALL SECTION- INT. SECTION- INT. WALL SECTION- INT. WALL S�1�10N- INT. tJVAL. S�GTI.ON- INT. I 2 B - 2C --- 3 (:4:)�A�.L -' 5A5 ESCALL3/4" - I'-0' SCALE: 3/4" - I'-O' SCALE: 3/4' I'-C" 5CALE: 3J4' - I'-rr AiE3/4' - I'-U" SCALL: 3/4" - I'-Cr SCALE: 3/4' O' SCALL: 3/4I -O U - - - - -- _" - 51M! / SIMILAR SIMILAR SIMILAR 51MILAR 51-1 SIMI J - ^ EXTEND TO DECK(REFER 10 DETAIL U I i1 12) 1 fYTEND TO DFCK(RfFfR TO DFTAIL U I/1I.2) �j I PARTITION TO BE NOTCHED AT EAi;H JOIST I PARTfTION TO BE NOTCHED AT EACH JOIST V - _ I OR PUKLIN. 5f AL A5 RfOUIRED OR PURUN. SfAI AS RfOUIRfD r FINISHED CEILING FiN15HED CEIUNG -- FINI5HED CEILING I (REFER TJ CEILING FLAN) (REFER TO CEILING PIAN) (REFER TO CEILING PLAN) � a 14'•0'A.F.F. I _I4�'-(Y A.F.F. 14'A'A.F..F_. O FINISHED CEILING Ht FINISHED CEIUNG HT. �' B FIN15MED CEIUNG HT.4 I I I I 'GYP BD I 518'GYP BID - 5/8'TYPW'r GYP.BD. - 5x8'TYPW 7P GYP.BD. - 518'GYP.BD. 518'G"'.BD. 518'GYP,BD. 5/8 5/8'GYP.8D. BOTH SIDES BOTH SIDES I I I I 5/8'GYP.W. 518'TYPE x GYP.W. t 3 518'(204x.)MTL.5TUD5 --- I HR.RATED G'(20gx.)Ml1. G'(204x.)MTL 5TUD5 Q I 3 5/8'(204:.)MTL 5TUD5 I 3 5/8'(209x.)MTL.STUDS I --- 3 5/8'(2092.)MTL. I 3 5/8'(209x.)MTL I 3518'(209x.)MTI.5TUD5 _ ® I W O.C. 3TUD5® I G'o.c.(ULE465) I G'O.C. ® 16'O.C. Q 16'O.C. 5TUD5® 16'ox. 5TUD5 Q 16'ox. Q 16'O.C. I I t�P"„d,*,x,''x""'„wlu&,l'" � 5EAL GYP TIGHT TO DECK -- EXPaSED STUDS N�GYP BD. I I I i I I I I I I I I I I _ e L&Wk d(&% � 3 5/8'(20ga.)MTI.5TUD5 3518'(20gxJ MR.5 UD5 �+y d �'ti Ira« Q 16'O.C. (� 16'O.C. ;,ndc•0Cce catt"awl w pvdix, .immew w"raa.c.-"a, "rx ~wets" I I i I I I I I I p,w� wx� I I �a� � cavacw '�may�Ga-,,t9 xe v xw t r t�wAb,rewo"O Ry 314'x3"19F TRIM 3/4'x3'MDF TRIM - 3/4'x.3'MDF TRIM 3/45x3'MDf TRIM at t"pw awm r,mhA tv' I3/4'x3'NMDF TRIM I I I I I I � o o < II I I I I II II it II II I t I I I II I I I II I II zoo V4'SUTWAII I I I �- 3/4"SLATWALL I --- 314'5LATWALL - 314'5LATWNI I ! I II Ii I II II II I �4'S1A1"'"" I I I ! ! I I C3 Q - -- x2'MRL ME5n(/1 Q 1 I I I (ONLY INSTALL FROM WIRE:iO)TO DECK I +' I I 8'8'A.F.F TO 10' 7' I I 510.FOOTWEAR PANEL I I I 51D.FOOTWEAR PANEL (BOTH SIDEr+;ON 3 5/8' i I I I I I I I I I I A.F.F.0 G*-Y f CLUB METAL STUD WALL®16' I I I DI�TIY�)EL NO GYP. TENANT ?Si I - I IMPROVEMENT 5TOCKROOM LAYAWAY ; o I - I I _ I I I I I I I I I I ET .• 3/26/07 � IIj I I I I II II II II _ - I I � I I I I cn I I I I I LOZlE't FIXTURE I I I I COZIER FIXTURE I LOVER FIXIURL I I I I I I I RFV. DATE VOID I I FOOTWEAR I I I I Vol D/ FURR I I ' 5AI-E5 5TA.IR I I SALES STAIR I I 5TOCK STOCK I I SALES PRO SHOP I SALES STOCK l l FOOTWEAR I I 5TOC!C I I i 5ALE5 PRO `.iHOP I GOLF RANGE PRO 5HOP I GOLF 5TOCK I � II I I I I II II ; II II IIS i UT I I I I 51MI_ I I I I I I I I l SIMILAR"" I SIMI 51MIlAR 51MIWt SIMILAR I 51MIWt SIMILAR SIMI 51MI_ I SIMI AR 0 4�iJ ` A I I 3/4'x4'WOOD BASE I I I to I I {�'/ ` I I I - ' CHERRY { I ( - 3/4k4'WOOD F ASf { I ( `1 3)4'x4'W000 P1A5f i.fR 1CHFRRY BASFAFIBA5f-AI; 314k4'Wl)OD BASE CnERRY BASE A.FIcb 11b k' _ SCALE -P- r _� - -- VARIES T ' 6'(16 ga.)MTL.RUNNER 6'(16 3x.)MTL.RUNNER �' "' `� ` ` ` moo3 5/8'(2 .)MTL RUNNCR 35/8'(20ga.)MTL RUNNER ANCMWD TO FLOOR ANCHORED TO FLOOR. ANCnoRfD TO FLOOR, ANCHORED TO FLOOR. INTERIOR WALL WALL SECTION- INT. WA�"L SECTION- INT. A WALL SECTION- INT. 84�7 LL SECTION- INT. G1 WALL SECTION- INT. WALL. SECTION- INT. ALL SECTION- INT. WALL 5ECTION- INT. LL SECTIINT. WALLS CTION- INT. WALLSECTION- INT. 5ECTION5 SCALE: 3/4" = I'-O" SCALE: 3/4" - I'O' SCAIf: 3/4' - I'O" : 3/4" - I'O' `� SCALE: 3/4" - I'-O' 1 O SCALE: 3/4" - I'O' (T:I)IA SCALE: 3/4" - I'O" I I SCALF: 3/4' - V-O" (IDAA--ON- SCALE: 3/4" - I'O" I SCALE: 3/4" - I'Cr SCALE: 3/4" = I'O' IV a .eAwt,wtxt♦/ _ '�7NNRu••'..x .. w..r^a. . ..-... ,.. u.e r, ... .1 "14°!h .I ,w 5 ..,. .. v ...-. _ _ ..a. ..Vk?!M4M'.t12H'Ib <.AlT++' . r Yet 11 111 0 4 ; • ' 1 I t 11I ---- . I �'i Imo•oe 1I, ;�! �T • " 1JIWIWUW ( � II �II) I WUIU 1Wll1U � • • • f `� t��' Y� ... •. ...•.. ...nm....w.t".+tiwr.at'¢"rNbr:wln.N..,e•wM.e: •.rd+M•w.-.►.•.a.-m•N+.+wu..r,..-a+.rwa.•+.uhYrr.w•ro.-ww-iw+"+w - -.- . .. -. :- .- _.._ R91.. -. •7 j ..: .ya1,: a M":a;V• tGa •..+w+Tw..."••6+w�'♦♦(�I�u ......Q.±•+r.°e(♦.^+Y.•.+4ilwe.ia•.K•rRw>�Mii46...i1. M" M•!l.11..- - ---_wvaw..MSV...rtwalwm•...nr/w.'w .Y.I.n. u.MWY4✓v"9.lMrrYYalf�Mw�..��MYY:.ws..aw.,n'aRI.:An. •r man a•!FM:. nw9. ..:.+•M...4nf.NWt�, ..:... W .1rw'•../IY".. i..r•r0..rs'L ..AO-w.".M. uSYV .,. .+.. ..,_-... -. .w 4++...^w. wnr"...+. -. Wi"fl s,..M.nwna... ..... .,1(1"r..+M...++..-s..nau•..._,-:... ....-. ., -.,,. ..ww. ..w•...w.•...;uw+w,..e.•.,...aNe.w.+.+. :ra+eItWlraur..wr.r..n+n+err..r+w*.nm•w,awx:..:ao-•y4:.: _ ._ - ..; .M!!9xt.MYM1ge wr:nwwaw..e•-..,y,q a.eemnaP.T++•:. r+wwp•<•urr.+a...wier•«...,r.,,,•a:U'.e�twai.t •.+a..-w.Ai, .-r41w.i¢.--„u.., .:�..,.,�,+MM „yuF R g F,;.T ti E. F.6 T \ NC IV 2IHR. W/EXISTING 4'MTL. NEW 2 HR. W/EXISTING 4'MTL. 5TUD5 ADD(2)LAYERS OF A•GYP, I STUL9 ADD(2)LAYERS OF "GYP. I BD. ONE 510E TIGHT TO DECK- i BD. 011lt SIDE TIGHT TO DECK- PA1CH AND REPAIR A5 NEEDED. Iiii.IAND REPAIR AS NEEDED.-- I II -PRE FIN15HLD MTL COPING W/ 1 8"EXPOSURE AT FRONT FACE (�) OL. OL. I -2X P T./F.R.T. WOOD BLOCKING,TYP. L" - --- - .- _ - -- _ _---- RDOFING MEMBRANE -. _ - - - -- - - = t - -- I - - - - - - ELEV. 144'-0".. UP PARAPET AND 1 4 44 11b C UNDER COPING 9W) _I 2X P.T./F.R.T. WOOD I / BLOCKING•TYP. TOP OF FAUX COLUMN i I I i I I I I I I I I I I -ROOFING MEMBRANE 149' TOP OF SIGN FRAME 4 FAUX BEAM V. 141'0" `1" -SEE SPEC rOK K -- y Y VALUE I r 4x8 T.S. SEE 4x8 T.5. SEE 5TRUCT. <- I i 5TRUCT. L I NCW 3 5/8'MTL. STUDS NEW 2 MR. 3 5/8"MTL. N 3 5/8•MTL. STUDS ELEV. VARIES NEW 2 HR 3 5/8'MTL. OPTIC NERVE < , � STEEL SIGN SUPPORT STUDS,W/(2)LAYERS OF W/%'GYP. B0. ONE ONE STUDS W/(2)LAYERS OF WALL-5EE SHEET W/fie'GYP. BD. ONE ONE ) I VENDOR GYP 8D ONE ONE FOR REFI=RENEE ONLY SIDE TIGHT TO DECK. `•a'GYP. BD. ONE ONE SIDE TIGHT TO DECK. SIDE TIGHT TO'BECK- 51DE TIGHT TO DECK. -- A-13.0 TL. DFl-SEE ENLARGED PLAN @ EXI5TING SHEAR WALL s -- �.- STRUCTURAL 9 9 �- 4'-O'X 2'-O'FAUX WIDE SIM. 5TL. BEAM -SEE STR.UCIURAL FLANGE COLUMN TO BE I 1L. � ao ' PROVIDED �- VENDOR 14 4-01N TOP OF SCREENWAII , ° E E r' SIMIj[IFL 51MMR 51M1(�R � O C -- 1' - W PT 2X WD. BLOCKING ' TOP OF PARAPET T, _ BOLTED ®*-Cr OC O INTERNALLY ILLUMINATED "DICKS' ° ° (TyP) ~, ' SIGN 2'EIF5 BEHIND SIGN °' willillRIGID INSULATION OV�R I { r S5T tROOF CTUK LNG SEE - 5/8'GYP.BD. mp -8'MTL.5TUD5 0 3 518'(201 3 518'(20y.) I 3518'(2 )MTI. 16'O.C. MTL.5TUD5® I 6' MTI.5TUD5 0 16' Mop.) C J015T BRG. 5TUD5® 16'o.c. O.C. O.C. C; li t ua aorr)w un aa..r f.aar e I ` I.e C.gaty d qt IrcO+M TI.. C nw ail an.""a gee d tna - I'-6'HIGH INTERNALLY ILLUMINATED 'SPORTING GOODS•SIGN ..,wra e..� al I /^ VENDOR 8 5TL. BAR J015T mem fob#06158 -5TL. BEAM - SEE li STRUCTURAL 5/8'EXT. t1 --CLOSURE STRIP SHEATHING. ON 8"META!.STUDS® II 16'O.C. W/6'BATT. IN5ULhTION Ilk -1 t SEE SHEET A-12.4A FOR I FIN15MED C.IUIMi WALL HIGW5. FINISHED CEILING (REFER TO CEILING PIA 4 -- FIN15MED CEILING i�- (RtRR 10 CEILING (REFER TO CEILING PLAN) 111W) 2•DRAINABLE EIF5 --3-5/8'MTL STUD L SYSTEM(TIP.}---- -- WALL W/5/8'GYP. -- 518"GYP.BO. ) ��.. 6-9 A.LF 8�-0'A.F.F� 8'0'A.F.F. FURR OUT O 1 FINISt1ED FINISHED FINISt1ED� l I 1f CEILING MT. CEILING MT. I CEIUNG HT, ONE ADDITIONAL LAYER 5/8' ' , EXTERIOR SHEATHING BEHIND I --4'BASE-SEE A-2.0 I 1' 314'MELAMINE BAND I _---7 ._ 5HELT5 �l M,� 3 518'IZOgr.)MTL.STUDS I FACING ON 518'GYP. >�� I T... -1 1 _- v 9 16'o.c. ( BD.ON 35/8'MTL. ACM W/CONT. DRIP I .; STOREFRONT SYSTEM 5TUD5. 5l8'GYP.BD.NSE 5l8'GYP.6D.(USE EDGE 1/8'JOINT W/ __ r R°INF. CONC SLAB SEE SPCC. { M.R GYP.BD.IN M.R.GYP.OD.IN SEALANT ' r �^ AND STEEL GEEK. VENDOR I I I ' 5FC 5TRUCT. 1 TOUT ROOM`'AND TOILET ROOM5 VENDOR 8 JANITOR'S CLOSET) AND JANiTOR5 ELEV. 1 � „-, � T!' EXTERIOK.JPLIGHT CLOSET) T/BEARING 8a - I VENDOR 18 0 0 _ METAL FLASHING i� T - - 5 1M. TOP OF PILASTER PROVIDE IN5UlATION PROVIDE INSULATION PROVIDE INSULATION I ( I A 9 1 PREFABRICATED COLUMN CAPITAL + 0 I AT TOILET ROOMl AT TOILET ROOM51 AT TOILET ROOM51 �'T/MA� NRY I I VENDOR 2 R OFFICES/LUNCH OFF10E5l LUNCH OFFICES!LUNCH METAL CANOPY FRAMING I ` ROOM/JANITOR5 RDOW JANITOR"' ROOWV JANITORS BOLTED TO 5TUD WALL --STL BAR JOIST-SEE A-9.I I ROOM/MECHANICAL ROOM ROOM FRAMING - 5TURCTURAL � Nwaft.rAv, .ted��sro.n 5TOCK/5ALE5 ARCHERY 5TL. BEAM-SEE II mex heft ana sreclr.Inn""„ m r ROOM STEEL LINTEL ATTACHED G �p°0" "'�O""`�"°" STRl1CTURAI SEE SECTION 3/A-9.2 FOR / "a"""che mi wd PILASTER COUR51NG T i �( TO STUD) - SEE � - ----- �' urobe,Gn.nr Caatr.M�)to w chn6, ` STRUCTURAL - ---- ' 1 PROVIDE 3•LINEAR I 4'RfINF. CONE "*"�""""wa",ol"d all sy,1a"n,Im.n rd.<.-e+md.Al CHG. ROOM 5ALE5 I 5ALE5 TOILET TOILET TOILET THRU-WALL VENT, 5lA5 AND STEEL I.Ya..cal6t WEEP HOLES ® 24"O.C. - CONTINUOUS LENGTH OF �OFCK. pr,mi sryu�+pn mimb Ill ROOM5 ROOM5 ROOM5 ---- --- -- - -- LrJwd- I <, - WINDOW I --�ry Cawa;adlemt dbGav1 w 2"METAL_VENT W/BUG SCREEN EL Ev- 1 19'-8' I I w ro xwe d`°i•°I"D"0sr°"'d'Ir AOROSS DISPLAY CASE FINISHED TH 51DE5 FOR AIR.FLOW N woo on d.n W^ate"sr�Irnrr SIMI I _ TO MATCH STOREFRONT COLOR I AND MATERIAL i 1 I 3/4x4'WOOD BA5E 54MI(.AR '� SIMI SIMI R ( �.I' , I _ ��'� �_5PANDREi.PANEL BOTH I :: A5. I - - CHERRY I 51DE5 TO ENCLll - I - 0 _ / }. DI5PIAY WINDOW, COLOR Bill AN I - --- - / I TO MATCH STOREFRONT I 5TL. BAR JOIST `lp< I -FIXED SPANDREL WINDOW �, z _J J I_._ __ '� SK j--BLOCKING 1 2'O.C. i; -5TL. BEAM -SEE Q Q SEE SPCC--- r - STRUCTURAL CC s ' HORIZONTAL FOR D15PLAY I L WALL SECTION- INT. WALL 5ECTION- INT. WALL 5F - INT. WALL S�10N- INT. INTERNALCONIINUOUS V SCALL: 3/4' T 1'O' SCALE: 3/4' = I'-Cr C� SCALE: 3/4' •� I'-0' SCALE: 3/4' 0" STOREFRONT WINDOW i_- %"FRT CDX PLYWOOD t ; OUT5WiNGING W/4 BAR _ I SUBSTRATE.Y�TYPE X { HINGE- ��'� GYP5UM -PRIMED ------._.....- --• �: ? PAINTED(P-23) -- RETURN TEMPERED LAMINATED - - -- --- 4: COVER PLATE A SLEW/515 �j v � C+G3 ALUM. FACTO ALUMINUM FACTORY LIGHTED WINDOW EI_ECTRICAI FINISH TO BE PIN15H BEY1')ND 015PLAY CAVITY rr �- PROVIDED BY E.C. C VENDOR 8 --�, _ STRUCTURAL DINGS `Y " Ye"TYPE'X'GYP5UM � jIGNS ' ��"GYPSUM BOARD - i vrwoaR e ; POR FRAMING- BOARD' I �I F.T.Pt2x WD. BLOCKING 15/8' 2 3/8' ./4'CDX PLYWi30D �\ I ( `� TENANT FLESH CANOPY REQUIRED-- 4'C+" _ 4 5/9'�_� MFG. - -- -_--� `V R20 IN`ULATION 3'MIN. �I IM STEEL BEAMS SEE INTO BRICK -- - --- - - - -- - LOCK c%Y 5TOR rRONT I U`-i FLOOR FINIS 'Q°-- 5UBSTRATE INSTRUCTION I GRAVEL STOP-- `? .1`� I � W/MACED BATT ITL. 5TUD5 �Ul�;((YP)- •� PRn�/EME NT �p STRUCTURAL - �� C-20 5ET SEE SPEC FOR Ic VALUE COL. - 1 2 112'METAL STUDS I FAUX WIDE FLANGE }- P.T./F.R.T. BLOCKING A� 7 1 _ VENTED ALUMINUM A-I O.O 312C�07 OI ® 16'O.C. I 5LOPE RIEOUIR:O WRAP 3Y --'�� '� y PANELS- PAINT TO ALUMINUM FACTORY - _ - - 2'INSULATION VENDOR 8 io �^ �� `� MATCH DICKS GREEN I - _ - -- - ,,-•• : FINISH - - --I 1/2'ROOF DECK DOUBLED 8"MFTAI. -�-'' - REV. DATE IN51M.' - -- X( ) STUDS, INSULATED, I Q ELEV. I ATTACHED TO 8"WALK_` --�- C�I, ._ A•9.I _ _ i - 4•ease 5rr Irn�Rxxe i - -2 I/2'METAL STUDS - --- + STEEL-TUBE-SEE _ ---�-----"-- /' rtrvxrxxr5 I I) - I ® 16"O.C. METAL.FLASHING STRUCTURAL !; I --PREFIN15NE0 ALUMINUM N bACKER ROD 4 CAUL!C TO MATCH I DICK'S GREEN C01 Co4C. 9Un OVER --� --Jr._--._._ + BANDING I I - PAIL cT cRAvrl xrro c I VENDOR 8 NOTE: BRICK BELOW FINISHED gee srtW roR to wx1 ear Q weer"i I GRADE M.N.8"® LANDSGAFI: - - -- - BEO LOCATIONS-NO E I I INIMl1M BEAM BEYOND -------.-_-.�_ _ __ EXPOSED CMU. MIN o'er+ow - _ .. - LAB - f I P.T. 2x W0. BLOCKING • '�>E: 1 /; AS REQUIRED 6 4• - P.1./F.R.T. BLOCKING AS i n' • '• :,,T'1 cX7NGROr cR�ne!x 15/8' i .,. Ser Srin�uRu ----r+ ( - METAL SOFFIT REQUIRED ( - CONOPY-SEE SECTION 4 - 1 1' 8 12' , v ONCRETE GRADE BEAM - FINISH FLOOR r I SEE STRUCTURAL SCALE: .- 5/A9. 3/4'HAT CHANNELS NOTE: , . �• s* 's V.AR,IES ® 16'o,c. 18GA 3/4' 5EE PLANS FOR ADJACENT FLASH CANOPY INTO BRICK CANOPY CRO55 FURRING ® LANDSCAPING BED ARtA.9 TO J ABOVE 12'ox. RECEIVF WATERPROOFING ` � � ..� ..r FOR REFERENCE ONLY FOR REFERENCE ONLY RADE BEAM- SEE SECTIONG NOTE: STRUCTURAL BRICK BELOW FIN. ADJ. GRADE • i 8"MIN. AT LANDSCAPING BPD FOR. REFERENCE ONLY �. PLAN @CANOPY (D25CACLfT1 EION @ CANOPY LOCATIONS FOE', REFERENCE ONLY NSEAL[ -0• 1/2•= 1'-0' SECTION @ 3 HOUR WALL ()25CALL TION @ 3 HOUR WALL C2 SCALE 3/4'�1'-O" ?/4"�I'-O a • .l j A-904 ,..,. .,.. - '<"."•. .. „�pmwr..e•.-q,,,,,...,:.n.+wn1<...,r,••._•-w;-. .m611•�M► e1171°^s°*>1M!•�m•e. ` � wr....�...�._.. - _....... .�., -.wae!'i ,...a. r*, .��d1..veYlWr+r+wras ., .x,. ... ut. fr" Ir IF , rtrorrn-• :.. r • •T TIM'"`- °N .: , � 1 I llt�l 1 01 llWllll 1 4r•4 �."+ .. .,a. ,....� ..ui...-..o..n,..�. .,«.........ca®.-". a.Aw.�.........4.ru".._..,,.rwr.�...rrs.rsal• w�°.w�.'wi.la'a SMI' _... r iwn.,nwrr�v�,._.,. .,..,.,....p+.wr,....,,r+...w..."..,..,.,w.. rw....y.<,...,... ..__..a.._»aen.w<...,,....r.��....w. .�..-.s»-�.,+.... .......rtiner«-,t.:.r..a.«.w...wa�w..ay...r._•...n ..Mir.•wnr,.r...+,we�.a.,.w.rr.•--•-..._.. �w•-..w..,........r..w..w..,w.rwu.urew ►.s.s+ww».r...w.-,-n-w^•. -..a.w..w•,.n..-.wr..�...�e..+.r..e•.wr+.•v rare,iwx,n+wwx.w..,wx..r.w.:�,r n."..q'w�llt-• - ..,., :•.•n n.ww..<w.m•A<+.�vw•. ,�v-.+.�1.+,••�°�r.......-.,�.wr. .•w. .•w <w-N.,<s.r+row.�:... �•rLiww•....: ..w.� _ ,._ - +w+...n...F,.w+...•wrw....�.•.+•rr.<...s...u...�...w......w..r...�....a.wr<-.,.r..ae s'r.•n ;' 'r F. I .8 Y r (2) i tTAL COPING AND DOUBLE 51DED - 50- _ - OL. CATCLEAT META 4•F.O, L 5 I FOAM BLOCKING STRIP 2x F.R.T./P.T. WD. BLOCKING I REINFORCED MEMBRANE ELFV. 144'-O' '4 (ADHERED TO FLYWD) TOP OF FARART EXTEND UNDER COPING A-9.4 5/B'P.7./FX T. EXTERIOR ONT. StALANT WITH PLYWD. 5HEATHING BACKER ROD — — I 5tAM FASTENING PLATF I 2"DRAINABLE EIFS CHEMICAL WILD SYSTEM IUL. 4' I• 2' 1 12'- I - -- .Or ALUM. FACTORY ---5/B"EXT. 5HEAIHING FIN15H TO BE REINFORCED MEMBRANE GRAVEL STOP -GKAVEL5TOP INSULATION ® REINFORCED MEMBRANE I —cRAVEL 5TGP PROVIDED BY E.C. ---'13'METAL STUDS 16' REINFORCED MEMBRANE STEEL BEANS W/HOLES- EE SIGNS REINFGRCED MEMBRANE O.C. BATT INSULATION STRUCTURAL v Nuorz a INSULATION I tLEV. 139'-7" (t1PJ IN5ULATION I tLEV. 139'-7 1 y 'r l':, i r.; INSULATION /GRAVEL 5TOP / VFL 5T P _ tLtV 139'-7- TUBE 39'-7•TUBE STEEL-5EE I -- I / T/GRAVEL 5T P STRUCTURAL W% TJT _ '�--CQRFcUGA1 E0 METAL METAL PANEL CORRUGATED METAL r ,--CORRUGATED METAL 5/8'P.TJ F.K.T. EXTERIOR 1 �-5/8'P.T./F.R.T. EXTERIOR PLYWOOD 5HEATHING I PLYWOOD 5HEATHING -5/8'P.T./F.R.T. EXTERIOR JL_ I •3 5/8`METAL STUD WALL 3 5/8'METAL STUD WALL PLYWOOD 5tltATHING AfflI -- I - ----- - a 16'0.C. cA51NG BEAD WITH WEEPS (2) 2X P.TJ f.R.T. NICr C� 16'O.(;. ---3 5/d'METAL 5TUU WAIL (2)2X P.T./F.K.T. WOOD a 16'O C. ao °Q BLOCKING — I METAL_FLASHING METAL FLA511ING WITH 5EALANT BLOCKING —METAL FLA5HING (2) 2X P.TJ F.R.T WOOD BLOCKING UNDER TURNED LEG I I —METAL FLASHING 3 I — 1 c�`Mlr�. , ii I A-9.4 T -- --- _ s -� ., a E own i V[5TIBULE 1 I:• Ak _ _ ns rgaq d the n'*red k � F`•. d.,.,.Y.,t tb.•v,n cauan n/rtM40 M/y Amara.M k%D0d to Wy tlK- '` I boa 06 58 ALL WORK S'TOWN ALL WORK SHOWN e J SCREENED tS FXISTI VG TO ALL WORK SHOWN ALL WORK SHOWN SCREENED 15 EXISTING TO RtMAIN, OZ WOKK I REMAIN, OR WORK I 5CRfENEP IS EX15TING TO SCRF.ENEp 15 EXISTING TO REMAIN, OR,WORK (V PEKPORMI:D A5 PART OF PERFORMED A5 PART OF R[, AFOR OR WORK I PERFORMED. 5 PART OF m DEMOLITION/CORRIDOR VEMOLITIUW COKRIDOR PL,ZFORMED AS PART OF 1, �t CONSTRUCTION. _ CONSTRUE TION LL r DEMOLITION/CORRIpOR i'/ I CONSTRUCT ION. DEMOLITION/C7RRIDUR l.' L. LCONSTRUCTION. �. L_• I• c) • J REINFORCED CONC. 5LAB 4 REINFORCED CONC. SLAB 4 /---REINFORCED CONC. 51AB 4 5TEF_L DECK-SEE 5TRUCT. 5TFEL DECK-5FE 5TRUCT. STEEL DECK- 5ft 5TRUCT. 24* J019T GIRDER- 5tt � �� �• •• I• II 5TRUCT.CT DWGS. C. SEC I SOT IRUCTURALRDWGS. I 1 STRUCTURAL IrNGS. I JOIST GIRDER- Stt SECTION @CANOPY i s.KucTURa DWGs. o 5 ttEV. 120'2 I/2'F.V. tLtV. 12 17.2 I/2'F.V. ELtV. 120 l 112"F V. I SCALE: I/2'- I'a' / I. N L N1 H FL65V— • `'T/DSG FINI M FLOOR tLtV. 120 2 I/2'F.V. _ STfFF. PWIE-5t: / I I H 5TKUCT. D%k'G5. I r - --STIFF. PLATE-5EE STIFF. PLATE-5EE r • METAL ANGLE WITH 5TRUCT. DWGS. 5TRUCT. DWG5. ANCHORS ® 2.4'O.C.- o —TAI 5EE 5TRUCT r',VG5 � • ia a I I N.ar..-.e.,r,•,W,rte."4,w r ,efe-cat'a"o x"awb a the%me /f� I °I Mex pae end�/ecArnon mnudrol y I i .3 .2 .09 I '".�,,af ft t�f� fd"Aeow mmg Me=wee aid adts I r.I•. i I I ,y-a skm .d m4e*ert"My •ekmce to Tw"Coascw r tt. or atlb vff k*r•et m%m to Me Gorvada't evrc(Dcrs 9ptq G.od� I {,) 1 ..� i_ i �� t u•Nba.d�.wtebtivGeneer �I r b:� �„ems«> r CONT. BACKING RO 063 ALUM. FACTORY II I AND 5EAIANT TO MI TCH MIC.K I FIN15H TO BE AND CONT. CAULK z I I � 'PR51GOVIDED BY F.C. r' '• ---- — - v�NooR e •I•• � I I z --� O ,. 2'- I _ I I I OC - i 0 > Ln STEEL BEAMS W/H -SEE STRUCTURAL �I TUBE 5TFEL - OFE. r ; - I STRUCTURAL r • 5HELL PERMIT 5ET r p � ' II i i ry I1/15/OE: 11 I I � I I BRICK VENEER I ' I: I I REV. DATE • 0 WIBRICK TIES 5EE j i I SPECIFICATIONS _ - - --- ELEV. 100-O• ELEV. 100 0' 1 j �fl I r ✓M T/51AB _. 76 LAND5CAPE BED - —-- — o r o o _�s - — _ -- -------_ ----- -. _ -_a* o 0 0 ----- --- _ \---- _ � C� r I o \I 1 - ---- —� Ins ION 14 VARIES -- SECTION5 - y g I I I 1 4 SECTION @CANOPY _� 3 SECTION @ Sf1EAIZ WALL 2A 5ECTION @ ADJACENT TENANT SECTION @ ADJACENT TENANT SECTION @ ADJACENT TENANT SCALL: I/2` I'a' SCALE: 1/;,._ /2 = I'a' 5CALF: 1/2•= 1'0' C2 SCALE: I/2"= I'O' I SCALL`: I/2"- I'O ^ S O J��df A-9 . 5 ,,,:.; ..- -...,w...w!r.ar+..i+e.w+re; t7k 'a'MW1F, •4t'd^gva.�, cy ., ,Fti j' / •,AlMw.r... ... ,.. i� '61!!Mr!? .:, _ _ '�!!NN- ..ri+. ... ....n....0 a .x* o-,' rk.,-rk -'�i '.�'� �el�.`.'�"P,•' '" II �. 1 � ''i.��+ " `�'�'>'+�:. }'o-�?ur-'.J,• .�rj�*1, �;, m: ar,•;yi. , I m er+ Y. 116Rs+�'�„'....#,..'.yorr.�4ain:v _ .-rgelN�ra-n.�+u:.-as7rRn4,..,�; _...:�x...,...y .. .; .. .. , ,L..��. r�1 iy»MYnry ,�y. . I� a TT; T� 1 TTr ( :, TSI TTI ITL r TP I rTr r1rTT iIr riT IJ II Ijr III ISI` l 1 l l� 1 j IIti �► 3X I !r 4 lalllu 1u?Iu .- ...,..... ...y..,...A. .-...-.. ...., w.:-• .w..d.r..,M_....FW4w.-•wY.,.•Y1r�..wV'a..+wM.w�O.wwwwl.e�+..' .�.... �� • J. , ' •_. •-.we ••.Yilwr�- ..�+`••u•.."...►r. .n,w•�-?!-'•1[Es.rr.+w.•.u•M•t!Yve.e.�n.-r.w.. ,...•MYW.M�..N..ww.4.w'-+W.^.��ti�wt•.w.•I.NMM•a. •w.,w••- 3 , •.. .. .,i..•�W'.WM.-a.M1.M.•!e'....�r W iMMaY•W..Nau.A.vw+„:'-.Vn,/1.AV�.. YiY2...�`."`��s -. .. ... ...n.-. _ _. .... _... � _ - N•q.l".,.W' •"� tiYlrYevri/" — --� ./R..I�.�A �+ jg, » ...M. -.�� ._._..�,. •._e.....,�,•,...",".NY•..+., ......::.++Ilr►.-^•»..air.u.:c'-re+.w,r.xrw+w.',u' �•�.'wt+MlYitYC Me.M.Mtlwi6. ,.ss...:w..er...s,... ....�.._.w ...,.+.r'w-, ...'7rr.»arrrw .....•m+..a.,�.r....+.wr+w•v.F..aaww.ae+eu+ahr...+s.,°e.,..uM/..r..v...w.,. ...r � . -,.. .. . .�,.—c,.+°.w.�fw...w.w...+m.>•.•.a ..ta .w'Ma.,.....,wrvwr•h. Al r� qq i r 4< r,'� J `n 1.� -MAINTAIN FINbM ®CAP Q QL FOR REFERENCE ONLY OC DN O T ! RETURN ® CURTAIN WALL /--STEEL COLUMN PLUMBING BI I BREAK METAL WRAP TO EXTEND -- / - -- --- -- a `2'-0' 5tt STRUCTURAL -- -,__ PLUMBING --_ - FROM BEHIND COLUMN WRAP +--- 1 - TO BEHIND STOF�FRONT. 4` _ -- TUBE STEEL SEE I / -ALUMINUM CURTAIN I S1RLICTURAL MIN. ON EITHER END- _ � WALL 5Y5TtM --.FAUX COLUMN WRAP_ � -ROOF FADER-5tt PLUMB. O - - I - '=/'\ - OR SIZE AND EXACT CONT. BACKING ROD STEEL COLUMN SEE OL, �-.� ------- - LOCATION. --- _ - -- - 1 I �---AND , BACKING G - O - - TO CONT. CAULK STRUCTURAL PLYWOOD ! MATCH BRICK AND COL. ---- - - - - ---- - - - -- � � ! -- -- CONT. BACKING �_ G'MTL. STUDS 16"OC. FULL EL[V. 123'-O" -COLUMN CAPITOL I I ® - -- ---8'MTL STUDS ROD _ °Q HEIGHT(TYP) °NOOK 2 ! - 16'O.C. AND 5EALANT TO '� I I 5/8"FXr. SHEATHING(TYP.) i I MATCH BRICK OL. _. - _ -8'MTL. STUDS® 16"OC.ca Q I - I ' -BRICK VENEER W/HORIZONTAL I AND CON r. W/ BATT INSULATION(StE I I i • I CAULK �. SECTIONS ® A-9.0 9.2) (CDOL. --- DRICK T 2"F R PLYWw000 I j Its(rYP.) ■ - - - I i� ! _ - STEEL COLUMN SEE / 8'MTL 5TUD5 / 1 r TO BE W�7lJNTED ' ® 16`O.C. OL. ! STRUCT. DWG's N FLUSH W/ ,OP OF N �'� ---X"EXT. 5HEATHING MCK AND TO COVER COL• _ - ) ,l- I tXT SHEATHING(TYP.) i ENTIRE OPENING CANOPY ABOVE PROVIDE FLEXIBLE SEALANT - T---T1 BETWEEN COLUMN WRAP AND _� -I/2'RECESS(TYP.) BRICK VENEER W/ �- - HORIZONTAL COLUMN CAPIT/,L - BRICK TIES(TYP.) -- -- - ' - j I --COLUMN CAPITOL. SLOPE f b STEEL COLUMN - SEE L � I � e'MT .ups � AWAY FROM STEEL COLUMN. _ STRUCTURAL � !6"O.C. i- - COORDINATE txAC-T LOCATION DASHED LINE OF PROVIDE DRIP EDGE N� OF RWL W/PLUMBING r - _- PREfINISHEU � \ N 2 Y r,, COLUMN CAPITAL /- 5/8'EXT. SHEATr11NG(TYP.)I 1 I/4` TUBE STEEL COLUMN SEE Y - -- N 3 ABOVE 1'3318' 2 I• ' \ 2'-3'� STRUCT. DWG's R 5/8'METAL 5TUD5 ® N I -CONT. BACKING ROD r�Gc a nrw000 ----FAUX COLUMN WRAP 16'O.C. MATCH BRICK AND I I I L �,.. j AND SEALANT TO EL[V. 1 19'-1 O 112" - - -----•. •-.WNA. CAULK COL. COL. ---- - WOOD BLOCKING W/ALUMINUM - I WRAP Al EXPOSED AREAS TO T.0.5. MATCH CURTAIN WALL. FLOOR SBELL SEE (p (_' ' ,�HORIRICK VENEER ZONTAL BRI/5TKUCTUCK TI 13 SECTION EXTERIOR PILASTER �'� LINE OF BRICK BELOW CAPITAL N T 4TK7; = mrr) Es c. rp a 12 SECTION EXTERIOR PILASTER _ 5CALt: 314" I'-(Y -CANOPY ABOVE ° E I //J ii E OL - i I- ' Q ---BRICK VENEER- SEE N I 3'!8' HIGH BLADE GRAPHIC 7 - --- r - - COUR5IN OR TYP. BANNER -5EE 314U' _ CIS �- - - - - - _ t - - - - Q III TO SHOP DRAWINGS ,. w � 9JA-10.3 FOR HEIGHTS OF q• I'-6' I'6' 4' 5TEEL COLUMN __.. -- Ll FOR G C. REOUIKtMENT5 BANNERS I VENDOR I I - -- SEE STRUCTURAL ✓ NOT USED PLAN PILASTER r l 0 Cg)= FOR REFERENCE ONLYA Ica __ _ r __ _ _ _ _ - _ _ OWG's &5ECTION INTERIOR PILASTER SCAR: WA : I/2• _ ''°' - -� FAUX WRAP TO fit CENTERED ON STEEL 5/8"EXTERIOR _COLUMN AL[: I• - ' -0• COR REFERENCE ONLY _ SHEATHING ON � ; w VENDOR 8 I 3-5/8"MTL. 51UDSJ. --- -- _ G.OC OL. E -2"AIR`APACE -- - 5'-8- [� - I _ --- I -- SEALANT W/BACKERROD UYP.) I'IDGtONPREFINI5HtD "a�w'"•�•►+•�►� (v7l} i I STEeI GUARDRAIL W/ OL BRICK W/ r� r d ,a�„� ik en �r"I r'I I HORIZONTAL COLUMN CAPITAL- 5f NOTE 1 4' 4' ,,>,,P.„�., .-.11, MAINTAIN FINISH CAP �� d...r«•.,.u...�.u.... i �­*"W"� BRICK (Tl'F'.) - / /- C� VENDOR 2 by.a� RETURN � STOREFRONT FAUX COLUMN CAPITAL I SEE sPtc OL. VENDOR 2 ILL 1 I'-1 3/6, / LINE Of BRICK - 1 I LINE Of Kz or ra nKxx mpn jobN 06 158 �- MFIN15HED ' -1 1 112' j 2' I p1/F"// -- 5/8"f.R. PLYWD. (TYP) BELOW CAPITAL COLUMN CAPITAL \\ - - - - - -- - - - - - - - - - ` -- - - I/ Acr of nnH000 _. �_ r n-_ - __-_-_ / 4'DIA. FIBMLA55 BALL-- ABOVE - SEE /- �- -6 MTL STUDS @ 16"OC. VENDOR 2 I I MAX. 2 /4' 2 114' - BATTERY PACK LOCATION- __- •- - --- --' NOTE I FULL HEIGHT (TYP) VARIES 5tt ELECTRICAL NOTE -- - r CONTROL JOINT-SEE I N - 3'O' DWG5. SEE.A-1.0 t A-I I FOR LOCAf IONS OF MIRRORS t NOTATIONS I� 6/A-6.0 FOR SIM.- i I cy) PLAN @ PILASTER @ 2ND f!-OOP, 7 PLAN PILASTER 15T FLOOR - _ - W. SHEATHING ON 8 SCALE: 3/4" - I'-(Y -- - h 8'MTL. 5TUD5 -- 8'MTI. 5TUD5 @ 16'OC. 16"O.C,----- I ELEVATION PILASTER- SCALE: I/2' I'o' COR REFERENCE ONLY W/ BATT INSULATION(SEE _LUNG INE `i[ I -- - -- SECTIONS® A-9.0- 9.2) v I ALUMINUM --ON 8'MTL STUD. NOTE: IN5ULATt EXTERIOR WALL A5 PER A-9.0 A 9.2 MM) __ - e F-- -- ANODIZED �? I G"C;C 5/8" /----ALUMINUM CURTAIN FAUX STONE Y.., GLAZING 5Y5TEM GYP BU BELOW WALL 5Y5TEM Y _ I I I ( t Y-' I , P, 2 A1_JN1FRXX- Q-5G--_-_.-_-- _-_-_----___--_ __ _ -BRICK.TIES - 5EE ' I T I l - .----- - ---�..-- •-- - OL. VENDOR I � -. � �, - _ GREEN AT - STEEL COLUMN 5E• ( \ ) / EXTER;OR - -- -------------------- --- - --SPECS ---- / I I ! I f f OL. -- -- - -- -- - - ---- - `_ -5TRUC1. DWG's � ,I-1. EXT. SHEATHING _ I QO CUNT BACKER I - I U ROD AND I I ! r ,' � 1• I I _ � ) I I 1 r Y I ---BREAK METAL WRAP TO EXTEND -_ G-)L I I ) ..� •� ,� � �r I '( �, FROM BEHIND COLUMN WRAP TO BEHIND CURTAIN WALL 4' 1 / �� CONTROL JOINT-SCE I- �� EDGc I I I 5/D'GYP. BD. ON 8" I I MIN. ON EITHER ENV. CIES BACK AT I I EN R 8 6/A-6.0 FOR 51M - - tOGt - I I I ) �/ MTL. 5TUD5 ® 16' _ " I PROVIDE FLEXIBLE 5EALANT �� I Y I - - '� I Ul O.C. BELOW K1 I BETWEEN COLUMN WRAF'AND --wit I ` 2'C.LF 5 -. I I _ •- -...r 318' COLUMN CAPITAL CONTROL JOINT - I I '"' ' 1/4• -- -- 4'� � U • SEC 5/A-6.0 FOR SIM. I OL. COLUMN CAPITOL. 5L0?E AWAY \ fi I - ( FROM STEEL COLUMN. r KOVIUE I a 5/8'EXT. GYP. O 4'DIA. I I j - -- - - - - - - - - - --- -- - DRIPEDGL-SEENOTE I _ �►�OR 2 6 ° FIBtRC,I/US BALL - I I � ) ��! 1 i�: �1C BOARD --TUBE STEEL COLUMN SEE A-6.0 VENF7UR 2 8'MTL STUDS d 16' I O.C. 4. STRUCT. DWG's 2• RIDGE ON BRICK W/HORIZONTAL 5/8'TYP! \ - - - -- -- - - - -- - - - - - - - I • / \--FAUX WRAP 2•�. �- E.I.F.S. PREFABRICATED t /I A BRICK TICS(TYP.) 5EE -- I 'r \ 5PEC5 5.8' drxP•^a�AM.rheS r COLUMN CAPITAL- �� - --_-_ .-----WOOD BLOCKING W/ALUMINUM .ekewm+aow+cr,�nt„the,o�r SEE NOTE 1 -- 4' 4• BACKER ROD t WRAF'AT fXF'OSED ARIAS TO PLAN @ PILASTER - 2ND FLOOR ucenr+ru>Kr,rb., a�e MATCH CURTAIN WALL. 2 SCALE: 3/4" = P-0' ��+'�I��•."•dam" SEALANT TYPICAL R o FOR REFERENGEZ�N-LY� .,•�^awA" BELOW CAPITAL CONTROLJOINT LINE OF BRICK BELOW CAPITAL -- -� p."watywacho. "Tim to ft PIAN PILASTER CURTAIN WALL DETAIL 8 �-aaw�� LINE OF BRICK- _- r'''Q�.-.-___- - --- -_-- S ALUMINUM CURTAINWALL_ AND LowAa.,-'ewm(U.u55oanw4GovdW S(:ALE: 3/4' 1'00 nes v xorr �vdkx e»cnmWy ~---LINE OF PREFINISHED GLAZING SYSTEM BELOW ��Hary ���� 6 PLAN PILASTER CURTAIN WALL - 2ND FLOOR FOR REFERENCE ONLY COLUMN CAPITAL -- OL. -5/8`EXT. SnrATHING SCALE: 3/4' I'O" ABOVE - 5EE NOTE I - - - LINE OF METAL BAND BELC4N FOR REFERENCE ONLY SEALANT W/DACKER ROD 4" 10 3/4" 4'-1 1/4' OL. OL. I'-I I I/8' I'-I I I/0' / -- - SEALANT W/F�ACKER ROU -- ----- DASHED LINES OF rAx r Or Rrwom - ------rrc r r�r nvr myw"op z (Tyr.) PREFINI5HED �-- -MAINTAIN FINISH ®CAP ----MAINTAIN FINISH @ CAP / -MAINTAIN Fh415H ®CAP f- - I COLUMN CAPITAL z (-)NT RETURN ® 5)-)REFRONT I A13OVE -SEE NOTE I J J, 3'-I 1/4• 1'-4" I'4" OL. UL. C OL. OL. I 0 Q O rAtr a wc rnrou _ 4• I�_1• PROVIDE FLEXIBLE SEALANT � i �� --- BETWEEN COLUMN WRAP AND � _ 5/8'F.R. POWD. (TYP) -5/8"r.R. PLYWD. (EYP) I I C -OLUMN CAPITAL 2'-11 112' j(I r-1 I /- 2'-1 1 112" G TILE OF nr60M r-1 ' 6'MTL. 5TUD5 ® I G"OC. 'aG'OC.x OF PTYWOM L G'MTL. STUDS I rn I ----CONTROL JOINT -SEE z Ll 0 SEALANT W!BACKER ROD(TW.) r) �[ I Q - / FULL HEIGHT(Tl'F') � FULL HEIGHT(TYP) � 5/A-6.0 FOR SIM. I I Z Q-- - - -iz�i I I I < 0C / I v HORIZONT:i BRICK � 0 Q - /,.---- -5/8'F.R. PLYWD. (rl'P) - a'"""'1 i BRICK W/ a I ��'" TIES(TYP.) -SCC (f, I J SPEC •r r -6'MTL. STUDS @ 16'OC. FULL I HEIGHT(TYP) 'r I •t -- i I - ROOF LEADER- SEE PLUMB. 8'MTL. STUDS 16"OC. �- _•--�' � � __.�'- ® - � I _f+-----8"MTL. STUDS® 16'OC. FLAN FOR.;SIZE AND EXACT W/ BATT IN5UTATION (SEE � f W/ BATT INSULATION (SEE I - gECa110N (� A-9.0 9.2) OL, SECTIONS®A-9.0- 9.2) LOCATION. OL. -:�1'- - r^ ` � / ---- 8"MTI-. 5TUD5 ® 16•OC. -- W/ BATT INSULATION(SEC - _ --- - = I TENANT - r L T FAUX STONE - -_ N -•-•-•-•-.-• - - - -_ e - _ OL, SECTIONS ® A-9.0 9.2) j „ X ) �. rx7 \ NOOK 2 Y ��1 �, 1 ; - FE UX ST02E 1 --�- �. �- - / _ X Y Y X r 1'" ' 1:(.. UU_C. X. � t 1 _ IMPROVEMENT STEEL t�ULUMN .aEF STEEL COLUMN 9E[ _ ;r Ja . ;OL, 5Ej 5TRUCT. DWG'9STRUCT. DWG's -� I --- / I 'EXT. SHEATHING 3/2G/07 FAUX 5TONE a0 t0 / I'4• / I I N I -Va EM• SHEATHING OL. O_ I BREAK METAL WRAP 10 EXTEND FROM BEHIND COLUMN WRAP r_• LLL--- / OL. I BREAK METAL WRAP TO EXTEND � REV. DATE - _ I O L I I FROM BEHIND COLUMN WRAP I -� r _._. --------- / - - -- ----- fie'EXT. SHEATHING OL• - - "`"---------- 2 -- - - --•- - ----- ---}._. ._ TO BEHIND CURTAIN WALL 4' - - - - - - _ - - 2 / I TO BEHIND CURTAIN WALT 4" - - _-- MIN. ON EITIIER END. . I I I MIN. ON EITHER END. STEEL COLUMN SEE I I N R 8 I I'-6` 6" I CNDOR 8 1'-I• 2'-6'F.O. Q A 9.2 /! /// N OL. STRUCT. DWG's I PROVIDE FLEXIBLE 5EALANT _ I PROVIDE FLEXIBLE S°ALANT I / �8 MTL STUDS ® 16' FAUX COLUMN WRAP I I BETWEEN COLUMN WRAP AND I i BETWEEN COLUMN WRAP AMS, O.C. -- / COLUMN CAPITAL / _ >� - N 8 ;F I I I COLUMN CAPITAL 6" ----COLUMN CAPITOL-. SLOPE AWP.Y CONTROL JOINT -SEE -COLUMN CAPITOL. SLOPE A. I I FROM STEEL COLUMN, PROVIDE I I FROM STEEL COLUMN, PROVIDE 5/A-6.0 FOR SIM. BREAK METAL_WRAP TO E:TEND DRIP EDGE- 5EE NGTE I - --- -- - -- - -- - _ - _ - DRIP EDGE- SEE NOTE I - FROM BEHIND COLUMN N RAP I " a TO BEHIND CURTAIN WA-L 4' I CNDOR 2 _ ENDUR 2 MIN. ON EITHER END. Q + I TUBE 5TEEL COLUMN SEE TUBE 5TEEL COLUMN SEE ENDOR 8 Y �-.� -- - - - - - - - - - - STRUCT. DWG's 4. " STRUCT. DWG's - �- FAUX COLUMN WRAP �- FAUX COLUMN WRAP - -WOOD BLOCKING W/ALUMINUM '�' CNDOR WRAP AT EXPOSED AREAS TO - - - N 8 8 - NOTE I: - MATCH CURTAIN WALL -WOOD BLOCKING W/ALUMINUM - - 5 8. 4' - - - - WOOD DLCCKING W/ALUMINUM FREFINI5HEG COLUMN CAPITALS TO BE FABRICATED IN HAL.VE5, FIELD TRIM r LAN WRAP AT EXPOSED AREAS TO WRAP AT FW09I71)AREAS TO TO NEATLY FIT AROUND 5TRUCTURAL COI UMN5 BY VENDOR 124 (INTERIOR! SCALE: LINE OF BRICK BELOW CAPITAL_ MATCH CURTAIN WALL. MATCH CURTAIN WALL. EXTERIOR). WHERE IT APPLIES FILL JOINT W/BACKER ROD AND 5EALANT,TO VARIES 4 PLAN PILASTER \ --ALUMINUM CURTAINWALL AND 5'-8' CNDOR e N 8 MATCH COLUMN WRAP COLOR'YPICAL INTERIOR AND EXTERIOR. GLAZING 5Y5TEM BELOW DUAIL A LINE Or BRICK BELOW CAPITAL ERIOR SCALE: 3/4' = I'O' \ DETAIL C - LINE Or BRICK BELOW CAPIrAI -- ALUMINUM CURTAINWALL AND ETAIL5 LINE OF METAL BAND BELOW GLAZING SYSTEM BELOW 1 PLAN PILAS(ER COLUMN CAPITOL. SLOPE'WAY - ALUMINUM CURTAINWALL AND / LINE OF METAL BAND BELOW SCALE'. 3/4' = P-d' FOR REFERENCE ONLY FROM STEEL COLUMN. PROVIDE GLAZING 5Y5TEM BELOW ( PLAN PI�5TIP� - 2ND FLOQR N DRIP EDGE 5EE NOTE 1 LINE OF METAL BAND DELOW 1\ 5r_nl t-: 3/4" = I' ENDOR 2 53 - 100 • .--- .,e.v:. .."xrv...,.iw.rwA,w.u,v .. '"t�^'�''"�....,'... .,.:.,...•, .,.. .r; 8'Uf!""•.,�y'+.w'y,..,wM.�*r..,.+,� -:� •}.'r• Vis ;.'+_ ,�F 'rry� �w,.. ... - ' .,. i •,.prw .,,r. ,��,: -- -« ''.Rncrm�ma.mss�!eu.:.narwara.enrv0:•s:r.:: ' • 1 T ; (ii(II11111 r rlrjr�t T,I t�rl(Irl)i11T rJrlr�rrlll III • i. , 1 �+ ' I A � 1 m . I ilw ulllu uliull r A . .. -... ..-: w. •...,....as.,..,. �...+....�r.....r+,n+k...•.«..:a.ate- - -....�.......+.-...ry.sa.rv,....._..�.....:_w.."na...r..n.r .- .--- �' < . >?y\: . ar.w+...,..-...... -- ,.-�.•w,waa....•w+_....IL..»<,.�--__--._ _•..r.r..s.r.Ie...+w..r.vrr � w.rirww»ar.--vwrra.nr. ,wig,-....�• •e:n-.ea.�ewr"rR :.�.nMf...^:--«.;x..: ¢<+.r..+wmvrm .-.S'a, M^k I es Jr' rrt•a2. • ,:,y-y,.,�... .. ..-...-.. ..W y...•_ -'rua_.r,rF...aa. ..,.. ...s.. ..+'. •- '�''�" _rc ... t....atlMr• ,......._.�.-. ..-Y..+ywMi"..s..._ ____ .n.p.ro"MW.OFnii..,,.a•,YYrrr-... fa..w._. - - �• n.e!"N r.a..w+wr.�M,MwfKtrr.:r+t..c ............ .Y a n w.1 :a i t I 1 'L I 4'DIA. MAPLt HANDRAIL WELD Mt5H INTO 5MALLtK MITERED CORNERS. GRIND WD 21 CHANNEL, AND 5MALL CHANNEL SMOOTH EASE EDGES PAINT DICKS 3J16"x I I/2[P INTO LARGER ONE. WELDS TO BE GREEN �� SPACED EVERY 4' - 71 CONT. (CENTERED) -I 112' 314'STEEL"G'CHANNEL OL. 4'DIA. MAPLE HANDRAIL - - MITERED CORNtK5.GRIND -GOUNTEK BORE FOR W/CORNER BLOCK ATTACH TACK 1WELD TTIO CAHNNEL G'WIRE SH WD-21 _- - --- SMOOTH EA5E EDGE5 PAINT , - MACHINE SCREW a 4'O° �--4'MAPLE Y IN51I II WD-21- TO WELDED CHANNELS ON 2" _ o.c. PROVIDE WOOD PLUG. _ FROVIDfD 1 WSTALLtD BY GC , ,rr_ STEEL TUBE SUPPORT(P-34) ®I 2"O.C. (P-34) DICKS GREEN(P-34)--� - (OPENING SIDE) ��- 2'x2'METAL- P05T T 3/4"5TEEL 'C'CHANNEL- WELD 1 112"X 3/4'STEEL'C"CHANNEL -,+ (P-34) -ATTACH TO WELDED ! i 1' I 4'DIA. MAPLE HANDRAIL - I/4'x2'a IN CENTER OF 314'x I I/2' CHANNELS ON 2" STEEL TUBE i i { T } I WD-21 CONT. -P-34 ���� - I 112•x I 1/2'x 3/16'WIRE CHANNEL (P-34) \ \ MESH, TACK WELD 1Ci SUPPORT(P-341 }, ..} t STEEL Gl1ARDRAIL.-_�___ 2'x 2'TUBE 5TEEL® +/ CHANNEL 12'p.C. (P-34) WIRE fABK1C I 1J2"x I I/2" 4'0"WELD TO ANGLE, x 3/16'PAINT TO MATCH ADI. . 3/4`x3/4 k3/4'5TEEL'C'CHANNEL 5TEEL GUARDRAIL. 1 WELD IN CENTER OF 3/4•x I 1/2'x3/4" BLOW UP OF TYP. RAL NG - TACK WELD TO CHANNEL(P-34) 3/4'x3/4 tic3J4'STEEL'C'CHANNEL MESH ATTACHMENT Al TOP ' ' ' SECOND FLR. SLAB r PAINT TO MATCH ADJ. yyE(D IN GENItK.OF 3/4'x I 1/2'x3/4' CHANNEL® 3 POINTS VERT ' - - (P 34) CHANNEL(P-34) 4 POINTS HORIZ. (F-34) 5EL.OND FLR. SLAB a ---PAINTED CL05URE PLATE -4'DIAMETER MAPLE HAND RAIL- I I P-34 CONCRETE FLOOR SLAB ` AND METAL DECKING 5TEEL TUBE RAILING 5UPPORT 1 2a-2 112" ---_,- - • 2a 2 1/2• -- - - - 2• 4'-0'MAY. 2' --- WD-2 I CLEAR FINISH 1 SECOND FLOOR . ' 5EE STRUCTURAL WELDED TO 57Etl ANGLE(P-34) E CND 1 LOOK PAINTED ANGLE - SEE 5TRUCT, P-34 STEEL ANGLE AT SLAB EDGE TO - RECEIVE GUARDRAIL 51'riTEM. SEE -- I - STRUCTURAL DRAWINGS (P-34) I 3/4'S7EEL'C CHANNEL WELD c "- Z"IT 5TIFFENEb5 - TYPICAL TO ALIGN IN CENTER OF 3/4"x I I/2" DIMEN50N FROM EDGE OF Qumr } ,' } I{ j CHANNEL(P 34) UNDER EA''H RAILING SUPPORT, - SLAB TO CL OF FLANGE-- -P-29 $ t 11� I I v P-34 } WIRE FABRIC I I/2"x 1 112•x SEE STRUCTURAL(P-34) 3J 16"PAINT TO MATCH ALJ. WELD(-HANNEL TO BILLBOARD I I i y 3'x 8'x 1/4'STEEL CHANNEL _ FULL PERIMETER WELD - ' ) I I. I ,, 8# RAILING TACK WELD TO 5TEEL FRAME W/MITERED CORNERS. 120'-2 112' �i� _ - POINTS HUCHANNEL 0R17.(0135 VERT. 4 EASE EDGC5 BY G.0 ALIGN WJ -- 1 5ECOND FLOOR - - --_ - -- -- --- -- _. �_.r� CENTER 0r HANDRAIL, NOTCH - -- - - -- (4)IJGHT FIXTURL5(TYP')- 1 AOKLIND btAK4. (P 34) ATTACH 10*C'CHANNEL PER I v 3/4'x3/4N3/4'STEEL CHANNEL MANUF. REQUIREMENTS SEE FRAME, FULL PMMETER OF (4)LIGHT FIXTURES ELECT, COLOR TO MATCH I I MESH. (TYP.)- ATI ACH TO"C" P-34. �- FAINT BREAK FOR BEAMS r _ _ \ I �- CHAN IfL PER R S AN EE UF- VENDOR SECOND FLOOR CONCRETE SLAB -METAL FLOOR BEAM5"P 34) P- 0 FLOOR OPENING, TYP. SEE 5TRUCT. DRAWINGS -_- _ 3/4'x I-1/2'x3/4"5TEEL ELECT COLOR TO 3'x 8'x 1/4'STEEL CHANNEL Q ,t tr J I CHANNEL, WELD TO 2"x2"P.751 MATCH P 34. FRAME W/MITERED CORNERS. 1.4 WIRE FABRIC - I 112'x 1 112' P-34)) --- FA5E EDGES(P 34) -- - x 3lI 6`PAINT TO MATCH ADI. 3 LINE OF SECOND FLOOR VENDOR I P-34-�� .0 rm ^' RAILING TACK 1tiflD TO CONCRETE 5LAB BEYOND \` ' NOTCH CHANNF_L AROUND J" th 3 CHANNEL @ 3 POINTS VERT. A-10.1 STEEL'STIFFENERS'- TYPICAL ALIGN SLAB AND FLOOR ANGLE �+ a I 4 POIN15 HORIZ (P 34) L• E UNDER EACH RAILING SUPPORT 5EE WELD MESH INTO SMALLER STRUCTURAL DWGS. a " CHANNEL, AND 5MALL CHANNEL PAINT(P-34) 9 SECTION END OPP051TE FROM ESCALA10R5 8 SECTION @ GRAPhIC BILLBOARD C INTO LARGER ONE. WELD5 TO Bf 1 2 O SPACED EVERY 4' SCALE: 3/4'- 1'0' SCALE: 314"- 1'01 H STIFFENERS . IYP. fQ ALL i NOTE: 3/4'x 1 112'STEEL CHANNEL e HANDRAIL P05T �-r -3/4"STEEL'C'CHANNEL - WELD AT BOTTOM OF RAILING TO BE �` @• 3•x 8'x 114.5TEEL Ci1ANNEL FRAM 3'x 8'x I/4"5TEEL CHANNEL FRAME �'F! W/MITERED CORNERS. EASE EDGES r' Q LOCATIONS. SEE ONTO CENTER OF 3/4'x I 112' FASTENED W/BOTTOM FLANGE AT � 'r'� I PAINT DICKS GREEN(P-34) STRUCTURAL DWGS. (P-34) CHANNEL. (P-34) TOP ON ALL RAILINGS W/N TTREI'J CORNERS. EASE EDGE) O f1L01N UP OF TYP \ PAINT DICKS GREEN(P-34) I OL. MESH A-`I H N A BOTTOM ---1 I/2"X3/4'5TEEL'C'CHANNEL NOTCH CHANNEL AROUND SLATS 4 _ SECTION BRIDGE - ATTACH TO WELDED BEAM _- --- - '----- - 3'5LATWALL(PL 23) - - - - - ----- SECTION FL OPENING I 1 CHANNELS ON 2' 51EEL TUBE _ — ~ 12 SCALE; I•- I'-0' �__--- VENDOR I SCALE: I 1/2'- I'-O' _—_ SUPPORT(P-34) 3'SIATWAII (PL 23) --�_{- --- VENDOR I 3 5/8'METAL 5TUD5 @ 12'O.C. 4 a - 5/81 GYP BOARD ON EACH 51DE E SECTION GUARDRAIL 3 5/8'MC1At.STUD. 12•�'E w/ ; 5/8"GYP BOARD ON EAC;I SIDE- + BILLBOARD GRAPHIC APPLIED TO 5CAlE: I/2'= I'-0' l I GYP. BD. { (+- . BILLBOARD GRAPHIC APPLIED T 1 VENDOR I 1 �1 1 �.. GYP. BD. ! .rwn.r.dwr•.I�a tilt 4 5 VENDOR I I I X 4 WOOD BASE (P-2 1) = . _ .• tr...y.0"am WAN o.w 51M. ® ESCALATOR or A*m A 10.I A 10.I e^awr N M.m.p.,...a I X 4 WOOD BA5E (P-21) ~"°"�° .Y MECHANICALLY FASTEN EACH METAL STUD EQ SLAB ANGLE n1jm J�X 158 I Q'-0'N,T,5. __ MECHANICALLY FASTEN EACH METAL BES STUD ® 5LAB ANGLE ---- -- 8'-0'N.T.5. (5LATWALL LENGTH) _ T__ NOTCH STEEL CHANNEL AKOUND -- 5' I' S ALLIJ NGTH 5' +'SLA ALL IENGTH�_ -3"x 8•x 1/4"STEEL CHANNEL 120 2 I/2' 12a_2 1/2• S AND FLOOR ANGLE -- -- --- FRAME W/MITERED CORNERS. EA5t 1� �jt(OND FLOUR SEC ND FLOOR EDGES PAINT DICKS GREEN(P-34) ------ N ��-----4" MAPLE HANDRAIL WD-21- / �--- PROVIDED t IN'.STALLED BY C.C. -- ------ 3'5LATWALL _& io ...... m PL-23 ,-{ SECOND FLOOR 5LA _ . ,. ____ VENDOR 1 SECOND FLOOR 5LAB SEE ��- I 112'x I 112"x 3/16'WIRE j STRUCTURAL SEE STRUCTURAL I O I i MESH. TACK WELD TO �_� _ _ _- I X 4 WOOD DIMEN51ON TO FROM EDGE OF SLAB CHANNEL®12'O.C. (f'34) � �'�'"-"•`.�' BASE (P-2 I) WELD BUTTOM LEG OF CHANNEL TO CL OF FLANGE 3/4'x3d4'x 3/4'STEEL'CHANNEL - 4 _ - -- WELD IN CENTER.OF 3/4'x 1 I/2'x314' -- VERTICAL LEG OF C CHANNEL. - - - - CHANNEL(P-34) A-0.0 5/8"GW. BD. (P-34) --_- --- (4)LIGHT FIXTURES(TYP.) -ATTACH TO'C'CHANNEI.PER MANUF. WELD BOTTOM LEG OF CHANNEL T I RtQUIREMENT5 - SEE ELECT. COLOR d -- 2'x2•METAL POST PAINT / - SECOND FLR. SLAB �' RECESS FOR GYP. BD.(TYP.) VERTICAL LEG OF C CHANNEL. I TO MATCH P-34.— O SEE STRUCTURAL i VENDOR I (P-34). WELD TO BEAM- (4)LIGHT FIXTURES(IYP.) - O / SEE 5TRUC1 URAL. ATTACH TO'C"CHANNEL PER I P-34 STRUCTURE SHOWN IN MANUF. REQUIREMENTS-SEE m 120-2 112' FOREGROUND P 3CT, COLOR TO MATCH_ 5/8'GYP. BD. (P-34) . '' • k SECOND FLOOR - VENDOR I CONCRETE FLOOR SLAB \-5/a*GYP. 6D. (P-34) ° AND METAL DECKING- SEE 5TR�9CTLIRAL ELEVATION GRAP111C BILLBOARD SECTION GRAPIIIC BILLBOARD 4 SECTION E5CALATOR ° @5CALE.- SCALE: 314' I'_o•3/8'- I'-O' SCALE: 3/4"- I'-0' -- • • _ �A ----- 0L. OL. --_ — — -- — --- Vwe WAO-Aamo Kcort�.5 Me we 4a-o' -- — r d c�ledlo. BANNER BEYOND N u eto o-,Gems ft a"l w r d ou xMAlesd nYsl tK arMete N eRre A. VENI7CIR 1 I ` N to r s,*Coon ee.m 1 �— pw - pada.,r.drn.o a r&m t,to ut i ..more.d latiw,r,cedar c FAUX STUMP Myl Toot Ock's 5M"Goo" M+oorecomen.VAW VENDOR 24 rna m tM rt►motx 1pa-:hcxo 7 SECTIaN RAIL IN WALL -- 9CALE. 1/4'x 2`TUBE STEEL 11 BE WCLDED TO 3/4•x I I/2' CHANNEL ON OUTSIDE OF BRIDGE RAILING 2'x 2'METAL P05T BEYOND(P-34) 1 1 STEEL GUARDRAIL SEE J A-10.1 DETAILS Z STEEL ANGLE - SEE 10 EQUAL RAILING 5ECTION5 STEEL FLOOR BEAM5 SEE STRUCTURAL DWGS. - --- ---4_..__--_--- -- - - - --- -._.-_. - --- -- --- --- - -- 5TI',UCT. DRAWINGS(F-34) • PAINT D5G GREEN � _ - ---CONCRETE FLOOR SLAB I a p� I' i 1 {it P 29 — 1 1 1 j — — — I c^a-2 I/2' „� 5ECONV FLOG --- 5HELL PERMIT 5ET STEEL BEAM - SEE T �2A 2B 1 1/15/06 5TRUCTURAL DWGS. - �A I O.I A-10.1 PAINT D5G GREEN N REV. DATE �/4 STEEL GUARDRAIL SEE(2)13 '4�SDETAILS METAL_FLOOR BEAMS - (P-34)SEE STRUCT. - ---- _ J ----'- -- - �� - I I i! i I � '(i' . 'j( i; � i' !I ' u it �I ; �'1 ;( 11 ', •I I, y I ; 1+11 I i I j CONCRETE FLOOR SLAB I 1 12a-2 I/2' -FAIT(STUMP �. ECOND FL VENDOR I I SCALE: STEEL FLOOR BEAMS SEE :�.,� ` �� - 5TRUCT. DRAWINGS(P 34) - - - -- � - -- - - BRIDGE ---____- — — — �_--- — — -- - - DETAILS g D37 DETAIL2A SETION1ENLARGED PLAN BRIDGE CALE44 I'_0• SCALE: I/4'= I'-a 3o OL 513 �+ 10 ',SCALE: 1/4`- I'-0' T _.-.__.,........,..,.....".....,�+..,..,,or•..-..,:•M.,:.........-..",.,...�+a"'x "�'N� QTft "�,. ,. / ` . ._ . .:. .. . ... . .. .. .. ..... , _._, ` - _ ..._ ,., "' rae+e .a•vu��.�...s •r • ' .. .,,....,a„,w.,e.nanwaaur+w,+•w--+um+" a.mue:;a"n..n - -. � .• w�..wrnmaw•+tr • I Ir ill i 41uu ul�u lel ul�Ull uui ll�tl II11T11111 r IT n 4i., . 1 • ;501' 1 1 ••.,� .�.r,vMl,•Y"'.,b R.yy..n.a,,,,yap.y,e.rv.. .� " `,;... _. . ..,. - � ' � �. .�, -� Yr'k rt�wr - .. aw'rl.rrr.-+r..n^wv--.d--da+vs._.,..,.....rw.r..,._.,>rr.+x, ..=,w...,�....an..w...arm+�...+.xwwn..•a..r.-,..rr.-..atr...m:«.r,e.,e.".aww w »..e.ncwr...�.u....w,A.,.. '.. .+w...,,.n.xM.. .. .. .......Lav.,.M.,..,_.".•w.,..n:"wt..nM.".....a. -.u..:✓...�,.w..._r.+. .r....r�...w.+,w�.o.,..s.._-++..nr,....-."...r..�,ar na..••�•ra'.-rr.r,a,.M..r.+.w:r.�,.wr.•...rwPo w,s..+..�. -- .es.lq�yfi�M►f _ . - ... ... ..... .. �--• .u.aa.a.wrrr+..r.+..,w,.rav•ror•ems.'la.aID..1�FWIInY�n,N,rgprpR*�Y'a.:..:... ..r..•.+.+w�."Mllraw•- ^.••.-,.-�a-w.r�."w..-.� ....,,�...yew*wr�t+-+.mn-r�,.wr.r.w.+,.e• ►... .. - :„+•.,arc.a..+a..-..Wrr...b..w....-.ww.w.-wurtl,+.w..'.r..w".••,.w.'+lkwr-r....we.r...w..._.-........ .. �...►...•e."�rr.wrtrs..aa..r�.. �r-r 0 r } r. %i `j i. w REINFORCED CONCRETE STRUCTURAL STEEL_ I. SERVICE DESIGN LIVE LOADS 4RE A5 FOLLOWS: STANDARD LINTEL SG%►�EDULE TABLE 1766.3 - s OF STEEL CONST AEQUHM VERMATION AND INWWT FLOORS 5 P8 F O PE N I NGT S U P TO &'-0' ION iV1CTI0N --__ - - ------- FIAMENCED Be I. ALL CONCRETE WORK SHALL CONFORM TO ACI 318, 'BUILDING I. ALL STRUCTURAL STEEL WORK SHALL CONFORM 70 THE NINTH ROOF LIVE: 20 P5F WALL SIZE _LINTEL TYPE VpIIIIIII1111'ICAnONAMDMPgCnC*i commuous PE111100113 sTANDAlitr_ tMlfFENEM= CODE REQUIREMENTS FOR REINFORCED CONCRETE'. EDITION OF THE 'SPECIFICATION FOR 5TRU.:TURAL STEEL GROUND SNOW: 25 PvF 4' BRICK L - 4'x3',1•x0j; 1. hleierW veriftsionofhigh woolpbbA&,nuts, AfolLablcAS•IM BUILr)iNGS - A_LOWABLE 51'RGESS DESIGN' OF ---- - nedwaslm. mneri lspecifrcations: 4" BLOCK 4•x8•cart w: •4 T4B 2. THE 28-DAY STRENGTH OF CAST-IN-PLACE CONCRETE SHALL BE AS THE AI.S.C. - - ---- ---------- a kk,ri6catiooaoartfriptocanforrotoASTM - AISCASD,Seaio.A3.4: - FOLLOWS: FLAT ROOF SNOW: 25 PSF 6" BLOCK - 6'x8' Gone w/I •+ T46 sWrxirds t{rex:iftnd in the apprvvexf AISC L.RPD, ALL 5LA55 3000 PSI 2. SEE SHEET S-0.0 FOR SPECIAL INSPECTIONS FOR STRUCTURAL 5 T AIRS: 100 , 8' BLOCK __ a'xV BBOND BMw/1 !T1 UT4e txxrbtructiem ekx un>rnt.. Seetiou A 33 FOOTINGS STEEL. 10' BLOCK - 10'x8' GONG w/1-•4 T41S - - b. Muwfac[ura'.ccrtificsteofwmpharac IO'xe' BOND W1 u/2-� T4B 3000 PSI LOBBIES: 100 PSF - 12' BLOCK 12'x8'CarC w/1-•4 roe WALLS 4000 PSI _�.- 12'x8• BOND BM w/1-s TIB 3. SHOP DRAWINGS FOR ALL STRUGTVh?AL STEEL SHALL BE S. THE STRUCTURE AND IT�i GOl"'PCiNENTS ARE DESIGNED FOR WIND LOADS A$ 2. iimspmctionoftril�t-ctrcnQthbolting. A4SCt-RFUSectxxr Ifi1.:r3 � SIDEWALKS 3500 051 SUBMITTED AND APPROVED PRIOR TO ANY FABRICATION- DEFINED BY THE BUILDING COBE, WOERE: GREATER_ Tk4N &'-O" TO 8'-(d" _ s. lie:wtg type arrracctxx» I wTreflY M2.5 WALL 51ZE LINTEL TYPE WA :. CONCRETE SHALL HAVE A MAXIMUM WATER GEMENT RATIO OF 4. STRUCTURAL STEEL SHALL MEET THE FOLLOWING ASTM BASIC WINO SPEED (3 SECOND GUST): 100 MPH �- - ----- ------ --- - WIND lMPORTANGE ACTOR: Iw LfaO 4' BRICK L - 9•x3'l/1'06 � 3. Merterisl verification of atrrrearrnl steel: I � '70gA SPECIFICATIONS: e•xe CONC w/1-g T4D - �- 0.5. THE USE OF FLY ASH IS PROHIBITED. CONCRETE MIX a. (damnficatwoaaddLogsWcwfurwtoAsl'M AS'FMAbor DESIGNS SHALL BE SUBMITTED AND APPRc�VED PRIOR TO CASTING WIND EXPO.�IIRE: B 8" BLOCK_ xb ;p Dti w,T T,� ° S TRUGTUR::L TUBE: "500 GRADE B. 12'x8' CONC w/2-•4 T4D sesrxisnf4 bpec,fred in the approved etxuuercn.rn ASTM A 568 OF ANY CONCRETE. INTERNAL PRESSURE COEFFICIENT: +0.18/-0.18 12' BLOCK, Wx8. Dari �+ w/2-'s Toe VELOCITY PRESSURE, qz • 16.5 P.SF. • 40' - doc..mema. 4 ALL CONCRETE PLACED SHALL BE VIBRATED By MECHANICAL STEEL JOISTS: AS REQUIRED BY THE STANDARD SPECIFICATIONS DESIGN WIND PRESSURES COMPONENTS AND CLADDING: GREATER THAN 8'-21" T© 12 -�" b. Priunufaetrae4s'exndieelmillteatrepata. - - ASTMAbor VI5RAT7RS OF THE STEEL JOIST INSTITUTE. WALL SIZE LINTEL TYPE rmgmired ASM A568 5 REINFORCING BARS SHALL CONFORM TO A5TM-A615, ALL OTHER FRAMING: A50 UNLESS NOTED OTHERWISE ON .3, 4' BRICK L - 6'x3V,'x464. Maicrialminf--rcaanofweld filkrrnalertals: AISC,ASD.Section p$4 IIS 'SPECIFICATION FOR DEFORMED AND PLAIN BILLET-STEEL BARS CONTRACT DOCUMENTS. 6' BLOCK 6'x12' CONC w/1-45 T415 a Idemfkwiomaaericiagba)uamfatmrtoAWS A3r6;AISCLAFD, '+ FOR CONCRETE REINFORCEMENT'. THE I`11N'MUM YIELD STRESS OF 2 - Vx12•GONG w/2-15T4115 --- W"ificatxw is the approvadcoadrtrcliom Sasiere A3 REINFORCING BARS SHALL- BE 60,000 P51- 5. STEEL FRAMING CONNECTIONS SHALL BE BOLTED OR WELDED. 2 8' BLOCK - • ' BOND W w/2-05 T4B docunwaa. BOLTS SHALL BE A MINIMUM OF 3/4' DIAMETER AND SHALL BE 1 l0'x12•GONG w/1-% T4B 1 ���:;3 0 BLOCK •BOND BM w/2-•1} T4B _ b. MwGxxurer'scexuflcuteofeweopliamce X11, 6 WELDED WIRE FAf3RIG SHALL CONFORM TO ASTM-A185 ASTM A325. EACH FASTENER SHALL BE TIGHTENED TO THE 3,sc; 12•x12'CONT, w/,-% T415 � 12' BLOCK �4wumd' 'EGIFIGATION FOR WELDED STEEL WIRE FABRIC FOR CONCRETE MINIMUM TENSION FOR THE SIZE AND GRADE OF FASTENER USED 1 , '�-�---- -- -- -- ----- --'NFORCEMENT. FLAT SHEETS ONLY. AS DETERMINED BY ONE OF THE FOLLOWING METHODS: 1 ,-' 2 ' _ _ ?' ,5 GREATER THAN I?'-c�" TO 1(o'-m" 5. lupnlmofweldiny: AWS DI.1 171013.1 13MATI N DATE 5, i WALL SIZE LINTEL TYPE T a. Structural steel 1 COMPLETE DRAWINGS FOR FABRICATION AND PLACING OF TURN OF THE NUT (A.1.5.G) 1 ,/ 1 - --------E_ 1) t-.omplesemodpanialpessdrutlengrrxwewel X REINFORCING STEEL SHALL BE SUBMITTED FOR APPROVAL. NO 4 1 ,\ 1 4 4" BRICK L - 1'x4'x'h,• 2) Mdri-paufillawctd% x FABRICATION MAY BEGIN UNTIL DRAWINGS ARE COMPLETED AND CALIBRATED WRENCH i i i 1 < APPROVED. 6` BLOCK _ 6'x16' Gonlc wR-+s TAB -- 3) Single-t,as.tilktwelds>s/„"(7Jmun) X 1 5 5 ' � i 8' BLOCK e'xlli'GONG w/1-45 To B 4) Smgle-Ossa fillet welds���,.`17.y rmn) w'>otsli' I"• dp aQ . • LOAD INDICATOR WASHERS 1 1 _ 16'BOND BM w/2-B Tam 5) °lour and dock wcklr wTr.ntr AWS 1313 8- LAP 5FL ICE5 FOR REINFORCING STEEL SHALL BE IN ACCORDANCE 1 ' 10' BLOCK 1to,xl6'C0NC w/2-db To .� WITH AGI 318. ALL UNSPECIFIED I-AP SPLICES SHALL BE MAXIMUM __ _ LENGTH. LOAD INDICATOR BOLTS. T4 _ 12' BLOCK q'xlb'G014G wd-a5 T4D b. lteinfern:ing ameel AWS DIA 190332 �•r o IE BM w/1-% T415 _. X: •� 9. REINFORCING OF ALL CONCRE=TE MEMBERS SHALL HAVE COVER NOTE: ALL LINTELS SHALL HAVE AT LEAST 8' OF 1) lkrtfieaoamo(weklskin) iftdnforeingwad ACI 318;J3.2 - CONFORMING TO SECTION C-1 OF AGI 318. 6. ROOF AND FLOOR DECKING SHALL BE INSTALLED IN ACCORDANCE -- BEARING AT EACH END UNLESS NOTED oil=than ASTMA706. wiraTr C @ WITH THE STEEL DECK INSTITUTE AND MANUFACTURER'S LOCATION ZON: EFFECTIVE WIND DESIGN WIND OTHERWISE. WArr 10. THE CONTR.�,L_TOR SHALL PROVIDE CHAIRS AT 4'-0' CENTER RECOMMENDATIONS. WHERE WELDING IS ACCEPTED, THE AREA (SF) PRESSURE r .".,. (A TD CENTER TC SUPPORT WIRE MESH WHILE CASTING SLAB. PULL SELECTION OF ELECTRODE AND AMPERAGE 15 LEFT TO THE 10 - +10.0 19b - FABRIC UP BETWEEN 5UPPORTz Tp PROVIDE 2' CLEARANCE TO TOP CONTRACTOR. WELDING WASHERS ARE REQUIRED FOR DECK WITH 1 �___ #10.0 -19.1____ lQ OF SLAB. MINIMUM SIDE AND END LAP ON FABRIC SHALL BE ONE A THICKNESS LE65 THAN .028 INCHES AND ARE OPTIONAL FOR 50 +10.0 -18.4 _ c WIRE SPACE HEAVIER SECTIONS. PUDDLE WELDS SHALL BE AT LEAST 5/8 INCH _ 100_- +10.0 -18.0 "m- - Y r IN DIAMETER AND SHALL PENETRATE ALL LAYERS OF DECK _ 10 +10.0 -32.9 N/A -2' �e"4+r1AtP1°�'� b•'� MATERIAL AT END LAPS AND SIDE LAPS AND HAVE GOOD FUSION ROOF 2 •1 29.4 4) Other reinfon ng owl. I1. ANCHOR BOLTS SHALL BE ASTM A36. _.�----- -�-� - ------ -------- - .-- -.- ----- � TO THE SUPPORTING MEMBER. DECKING SHALL BE PLACED IN A 50 +10.0 -24.1 6. lak-Mionotsteel fraine>wetdetails for com• 12. WELDING OF REINFORCING STEEL SHALL BE DONE IN STRICT THREE-SPAN CONTINUOUS CONDITION. SINGLE AND DOUBLE SPAN _ 100 +10.0 -21.3 plianeewi[happroved co:unrctiondocurtx&w ►- ACCORDANCE WITH THE AMERICAN WELDING "SOCIETY CONDITIONS SHALL BE APPROVED BY. THE STRUCTURAL ENGINEER 10 +10.0 -49.5 a. DeailssichasNwingamid stiffening. - � � L 'REINFORCING 5TEEL WELDING CODE=', A,WS.D1.4. 3 _ +IQ1�-41.0 b. Membw kx4uions. 1 PREHEATING OF REINFORCING SHALL BE BASED ON THE CARBON 50- +100 -298 EQUIVALENT DETERMINED FROM REINFORCING MILL REPORTS, 1• BEAMS SHALL BE FABRICATED AND ERECTED WITH NATURAL_ 150 +10.0 -21,8 c. Application ofjoemtdetails ateachcosimction. GRADE 40 REINFORCING SHALL BE WELDED WITH r�1018 LOW CAMBER UP. .I I 10 _9.6 2 3 � Por SI: I inch=25A rum. ,"�•�'�•i1°""+""°"" HYDROGEN ELECTROi_)E5, AND GRADE 60 REINFORCING SHALL BE WALLS 4 20 +18.1 -20.4 v.r„r.e,at 1Y aTmod I" 8. ALL WIELDS SHALL CONFORM TO AN51/AWS, 'STRUCTURAL -- - - - wm&a.Da..at" WELDED WITH LW18 LOW HYDROGEN ELECTRODES. 50 +11,5 -19.2 _ e..a,.owam .we" WELDING CODE'. ALL. GROOVE WELDS SHOWN ON CONTRACT 100 #16.1 -18.3 WA 'roow.m""d"r'"w. DOCUMENTS SHALL EE FULL PENETRATION UNLESS NOTED --- "'`pQ 1Ai"Nxtm 13. CONCRETE WALLS SHALL BE REINFORCED AROUND ALL. OPENINGS 500 .14.6 -162 WITH 2 Yo BARS ALL 51DES AND EXTENDED 2'-0' BEYOND OPENING OTHERWISE. (DEEDING: SHALL BE DONE WITH E-1018 ELECTRODES 10 •19.6 -26.3 _ - mjmjobllOf>158 UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE. 5 - 20 _ 9. STR •11.5 -22.1 TALE 1704" 14. THE LONGITUDINAL REINFORCING STEEL IN BOND BEAMS, WALLS PAINTED.NTED. � STEEL EMBEDDED IN CONCRETE SHALL NOT BE __ 100 50_ Y +16.1 -20.4 v gEt]1(RED VERIF11CATt-3N AND OW TION OF CQNC110T!CONiTMCT10N AND FOOTLNG5 SHALL BE CONTINUOUS AROUND CORNERS. SEE 500 - +14,6 -I6?� ---- - REFE111168M 0.1 TYPIC,"L DETAILS THIS SHEET. 10. GROUT USED IN GROUT BEDS UNDER COLUMNS BASE PLATES ZONE ) ROOF - Y tEt[tFWAnoNANDINsracTloN CONTOPJDW FWV= sTAND&M I,;,�� m 15. EXTERIOR SLABS-ON-GRADE NOT SUBJECT TO VEHICLE LOADS SHALL BE CEMENT BASED, NON-5HRiNK GROUT. THE GROUT SHALI_ ZONE 2 WITHIN 16 FEET OF EDGE OF ROOF 1� 8 8 _ ttmzs EXHIBIT NO SHRINKAGE IN ACCORDANCE WITH ASTM 0821. 'TEST ZONE 3 WITHIN I6 FEET OF CORNER OF ROOF I• Ins of t%inforcin steel,including AQ 318 3 S,7.1-7.7 1903.7 1914" SHALL BE 4' THICK ON A 4' THICK GRA`/EL FILL AND REINFORCED ,q�wewr4.laduos.and placemen[. 191`7.7,i914A METHOD FOR EARLY VOLUME GRANGE OF CEMENTiTIOUS ZONE 4 WALLS - -------- t7 WITH 6x6 W5.5xL15.5 WUJF UNLESS NOTED OTHERWISE. CONTRACTION JOINTS MIXTURES' AND SHALL. HAVE A MINIMUM 28-DAY COMPRESSIVE ►- 12'-0' C/C MAXIMUM. CONCRETE FOR EXTERIOR SLABS SHALL BE AIR STRENGTH OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTM ZONE 5 WITHIN 16 FEET OF CORNER OF BUILDING 2.Inspection of reinforcing steel welding in U) ENTRAINED TO 5%- OR •• 1%. C-109, 'TEST METHOD FOR COMPRESSIVE STRENGTH OF HYDRAULIC acconlartoewith Table 17043,Ittxrr56. - - AWS DIA CEMENT MORTARS.' DESIGN WIND PRESSURES - PLUS AND MINUS SIGNS SIGNIFY ACI 318:332 19035.2 16. SAWN CONTROL JOINTS IN SLAB-ON-GRADE SHALL BE CUT IN PRESSURE ACTING TOWARD AND AWAY FROM EXTERIOR SURFACE _ -� ACCORDANCE WITH ACI 302.I1RJOINTS SHALL BE GUT WITHIN 12 11. SHOP OR FIELD SPLICES NUT SHOWN ON THE CONTRACT LINEAR 'TERPOL_ATION BETWEEN VALUES OF TRIBUTARY AREA 3. ]aspect bolts to be installed in oottcrrte prig to HOURS OF SLAB PLACEMENT. THE LENGTH TO WIDTH RATIOS OF DOCUMENTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER 15 PERMISSIBLE. O SLAB AREA5 SHALL NOT EXCEED 1.25, THE MAXIMUM AREA FOR APPROVAL. and during placement of aNrcreLt where - OF SLAB WITHIN JOINTS SHALL BE 225 S.F. S. THE STRUCTURE IS DESIGNED USING THE FOLLOWING EARTHQUAKE LOAD DATA: allowable loads have been increased. X - 14125 0 - - -- 12. STRUCTURAL STEEL FRAMING SHALL BE ERECTED TRUE AND SEISMIC IMPORTANCE FACTOR: 1. r.urr 11. CASTS OF SLAB5-ON-GRADE SHALL HAVE NO LENGTH-TO-WIDTHPLUMB IN ACCORDANCE WITH A.I.S.G. CODE OF STANDARD MAPPED SPECTRAL RESPONSE ACCELERATIONS: 4. Verifyins use of required design mix. - Pc,va ACi 318:Cb.4,5.2-5.4 1904,1905.2- i , RATIOS EXCEEDING 3 TO 2, ADJACENT CASTS SHALL BE PRACTICE. ANY FRAMING EXCEEDING TOLERANCES OF THE CODE 5e ■ 0.9508 1905.4,1914.2 C`ELAYED A MINIMUM OF THREE DAYS. OF STANDARD PRACTICE SHALL BE CORREC-i ED BY THE 51 • 0.3429 1914.3 I8. USE EXPANSION JOINT MATERIAL BETWEEN ALL EXTERIOR SLABS- CONTRACTOR AT HIS EXPENSE AS DIRECTED BY THE STRUCTURAL SITE CLASS: C -' - _ ENGINEER SPECTRAL RESPONSE COEFFICIENTS: 5. Sampling fresh concrete mod performing slump, X ASTM C 172 ON-GRADE AND THE ABUTTING STRUCTURE EXCEPT AT RETAINING 5DI • 0.646 air content and determining the temperature of ASTM C 31 1905A.1914.10 - WALLS. 13. THE STRUCTURAL STEEL ERECTOR SHALL, PROVIDE TEMPORAR" Sx 0333 9 !rash concrete at the time of tracing speximtw ACI 318:5.6.5.8 BRACING OF THE STRUCTURAL STEEL FRAME WORK AGAINST p1 forsucngthtests. 19. THE CONTR.>C70R SHALL NOTIFY THE ARCHITECT 48 HOURS PRIOR TO LATERAL LOADINGS SUCH AS LUIND. THIS BRACING SHALL REMAIN SEISMIC DESIGN CATEGORY: D CASTING AN a e%^CRETE. THE CONTRACTOR SHALL NOT TOUR ANY IN PLACE UNTIL THE FINAL SYSTEM FOR RESISTING LATERAL BASIC SEI L STEEL CONCE-RESISTCONCENTRICALLY G SYSTEM: N/A - C� VGRETE WITHOUT REVIEW AND APh'ROVAL OF ALL REINFORCING LOADS IS IN PLACE AND EFFECTIVE AS APPROVED BY THE SPECIAL STEL CONCENTRICALLY BRACED FRAMES 6. leurpectiemofc�ocretesmtlelrtr[mw[mplacemeot X ACI MR:5.9.5.10 1%5.9,19L6.10, STEEL BY THE �'RGHITECT OR HIS REPRESENTATIVE. STRUCTURAL ENGINECR. SPECIAL. REINFORCED MASONARY SMEAR WALLS for 1914.6, 190.7. RESPONSE MODIFICATION FACTORS, R: 6 (FRAMES) - 1914.8 14, BAR JOISTS AND JOIST �IRDERS SHALL BE DESIGNED UNDER THE 5 1/2 (SHEAR WALLS) '/. Inspection for maintenance,of specified train - entA AQ 319:5.11-5.13 190.5.11,1903.13, SUPERVISION OF AN ENGINEER REGISTERED IN THE PROJECT LOCATION l'°c g FOUR u w.r,xm+axw9O-M%'K � REINFORCED MASONRY DESIGN BASE SHEAR: 535 K temperature and techniques. 19149 V*wou A%iw&aatal�ym a STATE AND SHALL BE CAPABLE OF SUPPORTINu LOADS SPECIFIED ANALYSIS PROCEDURE USED : SIMPLIFIED ANALYSIS PROCEDURE ,gia d ,cow ac�ew D t11e%* IN PUBLISHED SJI LITERATURE. WA --- ,v.m**ry 0 tee laxaord*07 rsode Ge,"COVOCtel)to mnftw- I. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH AGI 530, 10. SITE PREPARATION SHALL BE DONE IN CONFORMANCE WITH REQUIREMENTS IawhedLo," x•r Me[a•rW xw e"re 'BUIL.DiNG CODE REQUIREMENTS FOR MASONRY STRUCTURES'. 15- BAR JOISTS SHALL BE FABRICATED AND ERECTED, BRACED WITH OF THE GEOTECHNICAL ENGINEER. el e, etero oca rao" -" rcbe to(oto ow C ie 1, ar n/ RIGID DIAGONAL BRIDGING AND ANCHORED TO THE SUPPORTING -11&444"- or&,#,wiokmas ehr to roe MEMBERS IN STRICT ACCORDANCE WITH THE STANDARD II, WHERE LINTELS BEAR ON MASONRY WALLS, THEY SHALL BEAR ON te�dxtet.00^Gawo 2. ALL. CONCRETE MASONRY UNIT'S FOR LOAD-BEARING WALLS SHALL EITHER A BOND BEAM COURSE OR ON CORES FILLED U;ITH - Cot,&CW ToWgVCk's5W'4GOpO CONFORM TO ASTM C-W, 'SPECIFICATION FOR HOLLOW LOAD- SPECIFICATIONS OF THE STEEL JOIST INSTITUTE, END BEARING, -- '�rowwb oftxwwTwmsoky BEARING CONCRETE MASONRY UNITS'. TYPE M OR 5 MORTAR SHALL BE 4' OVER MASONRY OR POURED CONCRETE SUPPOR75 OR CONCRETE. ALL LINTELS SHALL HAVE AT LEAST 8' OF BEARING AT WA _ .ea�naxahvt• d.vear�ao� 51-1o;LL BE USED. I' BEYOND CEF-' BEAM FLANGE AT STEEL SUPPORTS, EACH END UNLESS NOTED OTHERWISE. WA BEARINGS SHALL Bre 2-1/2' DEEP UNLESS NOTED OTHERWISE 12. ALL CONCRETE WEDGE-TYFc ANCHORS SHOWN SHALL BE HIL.TI 3. ALL LOAD-BEARING BLOCK MASONRY SHALL HAVE A MINIMUM KWIK BOLT ANCHORS OR EQU.;'.. +Mieeea}ee11" PRISM STRENGTH OF 2500 PSI. CONCRETE OR GROu` USED I6. ALL STRUCTURAL STEEL, FOISTS AND DECK TO BE PAINTED IUITN GRAY PRIMER. FOR FILLING CELLS SHALL BE 3000 PSI. 13. DE51GN OF NEW FOUNDATION 15 t:.ASED ON RECOMMENDATIONS BY PROF-ES51ONAL Z SERVICE INDUSTRIES, INC. (REPORT 0813-65114-1 DATED 10-31-06, CORRESPONENCE 4. ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO 11. JOIST GIRDERS SHALL BE FABRICATED AND ERECTED, BRACED AND DATED II-14-06) AND PHONE GALL (12-18-06) . A MINIMUM ALLOWABLE BEARING Z Jj PRESE=RVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE ANCHORED TO THE SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH PRESSURE OF 20 K.5F. SHALL BE USED FOR DRILLED PIER DESIGN. 0 EE CELLS TO BE FILLED WALLS AND CROSS WEBS FORMING SUCH THE STANDARD SPECIFICATIONS OF THE STEEL JOIST INSTITUTE. F•- �i CELLS TO BE FILLED SHALL BE FULL-BEDDED IN MORTAR TO END BEARINGS SHALL BE 6. OVER STEEL, MASONRY" CR CONCRETE ALL FOUNDATION DESIGN IS TO BE VERIFIED WITH FINAL P51 RECOMMENDATIONS 0 TABLE 104.5, 71 U.a O PREVENT LEAKAGE OF GROUT. ALL HEAL (OR END) JOINTS SHALL PRIOR TO CONSTRUCTION.SUPPORTS, BEARINGS SHALL BE 6' DEEP UNLESS NOTED LEVEL t SPECIAL INSPECTION zr p[ v BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM THE OTHERWISE. - rllEoue 4"OF = Q FACE OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF IIMFECMN PAPUFANCIFMcra11m THE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY 18. PROVIDE JOISTS AT COLUMNS AS SHOWN ON PLANS. EXTEND METAL STUDS I�131:trmrrm pmrlodka I A*83W A011ftV Q Q ry LAPPING UNITS IN SUCCESSIVE VERTICAL GOUR5E5 OR BY BOTTOM CHORD OF JOISTS AT GOLUMII, - 00"CTIC"TATrt dr4ellgtmmtt tlerrltt Ink AWEt1/1t10 AM 67Mt's j ( � K EQUIVALENT MECHANICAL ANCHORAGE. I. METAL 5TUD5 SHALL CONFORM TO THE REQUIREMENTS OF DALE ----- - Nand now WCss@*e elle or (- N 19. STEEL COLUMNS EXTENDING BELOW GRADE AND NOT ENCASED INDUSTRIES METAL STUDS OR EQUAL. 1. Asmaaonrycominichonbegins.drfollowiragshall 5 VERTICAL CELLS TO BE FILLED SHALL- HAVE VERTICAL ALIGNMENT WITH CONCRETE SHALL BE COATED WITH PITCH, be verified to ensureoonpliance: SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS 20, SHEAR CONNECTIONS SHALL BE DESIGNED FOR THE I-OAD CAPACITY 2, ALL STRUCTURAL MEMBERS SHALL BE DESIGNED IN ACCORDANCE ■. Pmporthrruofdteprepared mortar. An.2AA VERTICAL CELL MEASURING NOT LESS THAN 3' AND HAVING A OF A SIMPLE SPAN FULLY SUPPORTED BEAM OR THE REACTION SHOWN WITH (AISU 'SPECIFICATION FOR THE DESIGN OF COLD-FORMED b, Cometructiomofenonnjointq, "nal Art.339 - --- CLEAR AREA OF 10 SQUARE INCHES. ON THE DRWINGS WHICHEVER IS GREATER, PER RISC SPECIFICATIONS. STEEL STRUCTURAL MEMBERS, ' LATEST EDITION. c. LocSritrrofrrink*cxmentandmMntwa• I%TMY An.3.4 5hELL PERMIT 6. CLEANOUT OPENING5 SHALL BE PROVIDED AT T14E BOTTOM OF MISCELLANEOUS 3. ALL FRAMING MEMBERS SHALL BE FORMED FROM CORROSION- 2. The inspectics limgmindoll vaify: A SET ALL CELLS TO BF FILLED IN EACH POUR OF GROUT W14ERE SUCH RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF a. Sin and location ofstructural element. "ys -'30 ____ GROUT POUR 15 IN EXCESS OF 4 FEET IN HEIGHT. ANY I. ALL CONSTRUCTION SHALL CONFORM TO THE STATE OF OREGON 2004 ASTM A446, WITH A MINIMUM YIELD STRENGTH OF 50 KSI FOR CI=E b. 11rype,siseaxllocatror afanchors,inetuding 1AMUMV See 1.13A, I I/I 5/06 OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS STRJGTURAL SPECIALITY CODE WITH AMENDMENTS. STYLE STUDS, 33 KSI FOR TD TRACKS. other de:tallsofsichtngeolmoonryen 2,12 SHALL BE REMOVED FROM THE INSIDER OF SUCH CELL WALLS. _ c 2. REPRODUCTION OF .Of,ITRACT DOCUMENTS FOR USE A5 SHOP "trmcnu'1'rr'ed'ers•h"r"`m°Mer`brmttttctin"' THE CLEANOUT,. SHALL BE SEALED BEFORE GROUTING, AFTER INSPECTION. DRAWINGS 15 NOT 1`'ER►"11TTED. 4, PRIOR TO FABRICATION OF FRAMING, THE CONTRACTOR SHALL. u. SpeclMdsize.grade amid type ofreim nforaeem[. Almy Sec.2109.9.2.01 See.1.12 An.2A,34 REV. DATE 3 SUBMIT FABRICATION AND ERECTION DRAWINGS TO THE d. Welding of reinforcing hers. X Item 2 Sac.83.7 erN BULLETIN /7 3. ALL SHOP DRAWINGS r1U5T BE REVIELJED AND STAMPED 'REVIEWEI: ARCHITECT OR ENGINEER TO of>TAIN APPROVAL. wm�s Set.21043, � '�' s. Protection of et+a ehtrtntt cold weadter Sec.63.72 Art.I.8 _ � 1. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP 10� AND BOTTO"1 AND AT INTERVALS NOT EXCEEDING 192 DIAMETERS BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL. UNSTAMPED (tempermturebelow�40•P)orWweather 2104" 03--Z7-07 OF THE REINFORCEMENT OR 10 FEET. SHOP DRAWWAS WILL ME REJECTED WITHOUT REVIEW. 5. AXIALLY LOADED STUDS SHALL BE INSTALLED IN A MANNER WHICH 'THAT THEIR ENDS ARE POSITIONED AGAINST THE (tempr!rmturesbove90°F). WILL ASSURE n 8. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED 4. FOR LOCATION OF MISCELLANEOUS ITEMS (SUCH AS INSIDE OF RUNNER WEB PRIOR TO FASTENING. - SHALL NOT UN PERMITTED. 3. Prier to grouting,the following shall he verified to SOLIDLY !'LITH GROUT. GROUT SHALL BE POURED IN LIFTS OF 8 OPENINGS, INSERTS, ETC.? AFFECTING STRUCTURAL 1110RJC, SEE ensure comphaw..: o 6FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING a. fimv+speecersclean. trrrrtr Art-1.213-1.213Q FEET MAXIMUM HEIGHT. ALL GROUT SHALL BE CONSOLIDATED AT ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAW .DRAWINGS. ALL SCREWSSCREWS SHALL BE OF SUFFICIENT SIZE 7D ASSURE THE TIME OF POURING BY PUDDLING OR VIBRATION AND .THEN CPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE b. ['lncrmerNotreinfcxernrntandconnectexs. Sex.1.12 Art.3.4 - - RECONSOLIDATED AGAIN BY PUDDLING LATER, BEFORE APPROVED BY THE STRUCTURAL ENGINEER. STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS c wonxi An.2.68 A Prmporriems of site-prepared gran f; PLASTICITY IS LOST. 1. TRACKS SHALL BE SECURELY ANCHOREC TO THE SUPPORTING d Conatriwil000fmatarjoinis. NTM% An.3.311 _ Y 5. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND - -- _-- -_ Q S. WHEN TOTAL GROUT POUR EXCEEDS 8 FEET IN HEIGHT, THE GROUT DIMENSIONS AND NOTIFY ARCHITECT OF ANY CONDITIONS WHICH STRUCTURE AS SHOWN ON THE DRAWINGS. STRUCTURAL R WIEW COMPLETE 4. Grout pls.^ementWWI beverifiedtoeasum X An.3-1 Q _ SHALL BE PLACED IN FOUR. FOOT LIFTS AND EPECIAL IN5FPECTION DO NOT COMPLY- WITH PLANS AND SPECIFICATIONS. 8. TEMPORARY BRACING, WHERE REQUIRED, SHALL BE PROVIDED romplianrrwith code amid condnx,tiondncuenent DURING GROUTING SHALL BE REQUIRED. MINIMUM CELL UNTIL ERECTION 15 COMPLETED. PERMI•r PZ �`6 pmvisions. -` 6. STEEL STAIRS SHALL BE DESIGNED BY THE FABRICATOR UNDER -- - -------- pIMENSION SHALL BE 3 INCHES. S. SPLICES IN STUDS ARE NOT PERMITTED UNLESS NOTED ON DRAWINGS. �. fJ 5. Preparation of any mWiredIpwtspexinrns,maatar X - Sec.2105.3, - Art.IA THE SUPERVISION OF AN ENGINEER REGISTERED IN THE PROJECT DATE BY ' .' sprcinxro and/or prisma shall he nhserved. 2105.4,2105.5 10, WHEN THE GROUTING 15 STOPPED FOR ONE HOUR OR LONGER, LOCATION STATE AND ALL DETAILS SUBMITTED FOR APPROVAL SHALL MILLfEC0 SULTTNO OINEE CENERP.L HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY BEAR HIS SEAL. ^- - - STOPPING THE FOUR OF GROUT NOT LESS THAN 112 INCH BELOW 6. Compliance with requiocurrtect inspection p approved of rirrat Att.!3 •� THE TOP OF THE UPPERMOST UNIT GROUTED. the cmrtstrrrcUon documems and the approved MOTES a submittals dull he verified. --- ' 0 f C 1 a N 11, THE ARGHITIECT SHALL BE GIVEN A MINIMUM 12 HOURS NOTICE 1 77 PRIOR TO EACH REINFORCED BLOCK GROUTING OR CONCRETING OPERATION, w Per SI:•r•(•F 32y1.g. _000 0a xn. r;w s !u.-i.':m_w.�z+xw,;,,.,. y�4Y. r�n is M' , InIL+a+IYdtiYuT� �r., t,.arr. .:,«t-,.t.-Irs„.._ •..., ,�. t „ ._.: .. . .. .-•-•--• ,er.-...---:-"^'«�'-�,•rrnl" .Nm ae.ra�,a..+erw.+,�r . " • •. 1 �alh?R4:RV"llr 'us:,Z. •,'1 '. kasa_72 z It "f7aN+a'aanarX"fn nlp.'.,.n r tWAAMh•,wa•.IbM1?' do 6 111jill M I I , , lI ��� •� .,4 T ' I III I ` / ar H i ...,._...w.r.r. .._�. .•-+Mwe.nwa+nYavwHw:.rnr•,,,a:-nwbV•-.-.`^w'1:..;..rtr vM.et:,."vwr+ilmr'.6..•r+r�MAyaMt lrll�ala�1�,,. -.dPY.+Ws+•"a�lW ".Irlxia.+rl"Yiew"!Y+r ,..-.^!w.*..,.-..x,,,,rrrt........ ..... ...w....:.,une .: : ,,,,,,,•, ,..... .-».,..,. ... . .ef-.n.. ... ter,,,,.,, i ., .,+,wnv,s»,w.w.,•.w•.e...w:.waw,.u,.w.f.,......nw»..a..rr+....«...+w:.,w,.d..°,-...-r�"r.,w.....r.wm,.--Y.r+,-.,.z..-. s:m.a..�.....rrr..w..,ww..w,..:.+..+.rwsr.�:•nrrnr._•.,r....Vw.r,s,+w»+w...».,.w...a....r..,+mow:.i�w..r+rr,rrrwa...►.n+.a.."way....r.r+.ur..•r�aMMVrYI . . - v..-' rytgraaalMAs 4: __ » .. . .,. ... ., ,-.. r..rrw...v+.,».r�w.�.r•..r..sr,.........r..wm,.-.,.w,rr.w.,.arw..........4 r 1 $7f �u 1,•4` - .. .. 4 c - • '- DENOTES COLUMN MARK/ - (SEE SHEET S-1.0 FOR SCHEDULE) DENOTES DRILLED PIER MARK (SEE 3/S-5.2 FOR SCHEDULE) rQ'� �- DENOTES TOP OF PIER CAP ELEVATION. (CONTRACTOR TO COORDINATE WITH � FINAL SITE GRADING PLAN.) T T LEGEND P'lof I , IfI I 1 4 r; 1 k F r ---- --------------------------- - r -- ----rL=.- r„--r I _------------- ----------------li r ----------r,�_ NEW SLAB SLABEXIST. TimEOt}II I •, ( ( L- J � I1J O It 11 I A a 1 1 C 1 1 p I I I E \\` \\ i I I G I H I ' r J II; III If 1'11.2 I IJ - II II III I I \ �� II if ii I �� 9• -� ��•%ccGR�Fr` 11 w II I [ ( I EXPIRATION DAT! 1 I l+l III I + \\\\ � ` __. `• 1 1 III III . .- �4 III I 11 ! II I 11 I ►\ IJI Ili 1,1.....__.. ... _..__..._ - -- -- - - - - - -I 1 � � 1 -iI _r I -' h"0 x 18' SMOOTH DOWELS 0 18' O.C. EPDXY DOWELS up °Q "sy I W/9' MIN, EMBED. 44 1 1 I I I I Q V DETAIL - 24'-1 i EXIST. 12' CMU SH ( I I J1 j ��1 J1 + fly !n° REMAIN) ! I I ` ` `' 1 I - I .0 SCALE: I , E --------- tit l - - -- -- --- - - ---- ---- - t 3/4 n 1 II I 1 t•* I I �� r .. .._.r, ,.. _ r- a ..-... .s__. _.... _ ---4.. I •r-�_ .._.... . ........._.._.. .. ..... I I I r 11 � .• . 5 II II II L, II a 11 lil 11 i 11 11 III LI I I 11 I I 1 111 1'I 111 ; 111 III lil IJ i 111 III 111 I 1 1i553x3xNi 9-7-_ I ii �► ►� �i' Wim• CAP I 11 1+1 I I III III , 1 010Q I Ili iji i.i i': i i III 11 I I 11 1 � � ' +1 I I 41� � I I 1 11 1 I' 1 � 1 1 •1 I I 1 ' dy 1 j i i 7t.4 1 I I 1 L III !✓jy I I I 1 I III III III 1 1 'r+ '1 1•,' 7,, •�, i i 1 �•/ I ` ,. .,. , r' J1 I \ I I ♦C`7 1 III 1 I 1 11 +I � i� •}�`�' I l' II f. Id � 1I � r E II .�. � 111 J• .�• J• 11 11 11 I (" 11 �• I 1 L' li \' I I ` 1!I `• I i i �• �� •�• �� i i i i �/ � w � i1i ,�+ al w 1+1 �ir 1 4 -� - ..... _ ---- -------- I ---- -- 11 -=- - --- - ___ - - _--_ "`- __... ... .._... 2x1 -0 - E I 11 IN _S �::: 'r `.:�" + • /(4) x H 4 )' I I � i I . ..:. _ ( GAGE) onQ` I Go Z + i I tawy d�,ot rs r+tM`art Ile- iT--� - I I I I I I ! ! �i,, _ . E,, I I mem fob#06158 r� _-� -- - - -- - - - \I -, - -- -- - _--_� - _ -- -_- - _ _-�._- ____ ----- - __ - - " r�. ' ' ==- -- - _..... . DETAIL r♦ Gee _ _ - r� yTI Ito � __�v 1 ; I ' 1 `� . h; I 51 SCALE: I 112"= I ' l I I 11 11 I ii I ii I I a it ii III III III N I I I I I I I I 11 I I I I I I �..•' cq 11 ii 1 ii I I I ii I 111 1,1 111 __ COLUMN SCHEDULE I II II " N SLAB 1+1 ii ii ii 11 O i i I I I I + Ili Ili Ili MARK COLUMN BASE a AB 1 0 - O II II II 11 I I ii 'I 11 it ii W10x77 1 t'�7 !n II II 11 II 11 I I I �, I I 1 111 L (♦",)I "� I u� j u,"�'�` U �;;1 I ;; I ;; ( ii \ ii ii ri G1 --xV-4"x1'-4' (4* A3 T Vr G` °'r1 w ` '` ♦i ♦v �, � 1`r�0 ' \t+r \r�r O - - I �� i-- _--__-_=__E.{r� r . _. .•........_.._ _ _ -'fir ----====={ i __._. ... ....._ C2 W8x67l'- -2' (4 � ' - L I I l A3 - -_ - r '° - - - '° - ,�� . ♦O,(� .: i �sr LTJ I C3 W8x67 fh'iji' Ox 1'-6" � :77:=- ..... .._ �'A., w e 4x4 WASHER O • '-- - '-1 I COOI tDINATE I I 1 I I C4 W8x67 -Y.,.W-2-x1'-2- (4)),,'0 A36 p TOR PIT SIZEI I 1 ANO LECTION I � ci ce I , I I I 2 HSSBxbIJ� 3''x0'-10"x?'•-9' 6 4'0 A36 I J1 C5 (2)HSS8x4x)i 3'4 %O'-1G'x2'-9- (6�-0 A36 W/ H. DWG'S. AND I ` _ - --- - r-- --- ----= - - --- - - - --�'- - �-l-�- - - -G--� - _ FACTUfR - I I `• r� C6 HS544x 3'4"x12'x1'-0" (4 -. A36 .4 I � v 1 r I N I � r I ♦\v 1 I �W, r I \�r\\/ I I \ % I \ �' _ ' ,1 r, - ►I, - __. --- ...__..... rr �---=-=-- grl,T O 3 'x1'-4"x1'-4" (4)%"0 A36--- -- C7 W10x7) \-/ 3.4 I,'1 11 4I� C8 HSS5x5xY 34'x1'-0"x12' (4)%-0 A36 tl I r.._�_ ___ __ _____ __..... -- I i i i i i i j j 1 + i;+ i i i I C9 HSS5x5x)6 34"x 12"x 1'-O" (4)%"0 AM I ,' ( �p^ 1 1 I Y-^ ; 1 I I I I , �O r-.._ I I I I I I I!1 I I CID H " G � �_________. � ...._... 1 ' I I II � �O II ;p 4 ' 1 •1• 11 ii I SS6x6x� �. x12'x1'-0" (4N;'. A36 ,, _. i 11 ♦ i II , , 11 It 3 - =- -- - _ - - '° - rr L - �� 'r - --i 1� - _ u _... ._ i� - i i - i0 i i - „�,..a,,,,,,„„„,,,,,,^ 'I, C11 W12x 152 x -8"xl'-8" (4)1.0 A36 ---t _ - 1aJ - ------ ---- -- - -r� - . _. _._..-...._.. ... .._ 2 HSS8x4xY. x -10 - (6)V4*0 A36 •J , \21 G I FOOTING SCHEDULE 4- CONC. REINF. I I tw wa..mMe+ttlf.tlnl ,7taM ybta" �,umtow> , " W/ 6x6-W2. xW2.9 W.W.F. r 1 3 I I MARK SIZE REINF. ne4ev,"d nft*,w"C°'"K'a ar safe ON 10 MIL METHYLENE T/� EL, - SEE TE 14 I I I,I ;I I + 1�4y to�..�r�l�a , I I + 6" CONCRETE f 1 3-0 x3-0 x 1 -0 4 - �5 E.W. •_ 1 1 I q r4d*.rm.990 ar co olo we•,d Bore ' VAPOR RAN ROB 4" SLAB-ON-GRADE. REINF I ww refer r ".. THICK GRAN BASE. W/N4 0 12' E.W. ON 6• pu,e.lrwv*C ak„lathe I ! ``a2 - -- �------ k Jf--v- ----- �'-" ---•�---=_=-"y'_'�♦ _--- IL-, r,-r -_---..._._-- I Gr♦ ------- -------�'-`- \ I �- �----�`.-..i?.�•- I �--= r`-r.L=-- I -,---'�-r� -- --C' - - r - I I - I i mdAo d,d ImGoes'GBeC89 GRANULAR FILL. GB8 9 G r Tc � co "' GoadtGask scerrwa+ ep.eewey • 11 II II 11 I I 1 'I '1 " II 11 II 11 . 6 _ NEIHSS3 c 1 1 I I I I 1 1 ! I I u0" (TMP.) I I 1I 1 N x3xly x6' 11I ,Fb Leo I I I I. SEE SHT S-6.0 CJ DETAILS. OF: I I 1 1 I I I I I I 1 1 (SE A/S-1.0) 1 1 4 I • 11__ '~ J` 'I __LL - --� I I I 2. SEE SCHEDULE FOR COLUMN, BASE PL., AND FOOTING INFORMATION, _ I I I __...........,......_..... z gel N " 11 11 „ _ I I N ( I jl 3. TOP OF NEW FOUNDATIONS FO MATCH EXIST. (U.N.O.). z � O 4Y / .. 0-- - -- - - •�e-1 1 � I 11 �1 I- 1 a� I o1 Q (.../ I i , - _ _ ___ _ _ _ _ _ _ L�T- I 4, PROVIDE (11/4x3'-0' AT ALL SLAB INSIDE CORNERS. I - e 1 Nr1 u� 1 4. .W Q i ,I ( 5. ELEVATOR SHAFT WALLS SHALL BE SHAFT WALL STUDS 6" 16 GA 016" c/c. o 6. TOP OF COL FOUNDATIONS SHALL BE SAME ELEVATION AS TOP OF STRIP FOOTINGS/ = Q G] GRADE BEAMS (U.N.O.). m o - _ - - 7. CONTRACTOR TO COORDINATE T/FTG ELEVATIONS w/BOTT OF STEEL COL.S -II I -01/8- AND STEEL MANUFACTURER 1'-7Yj 10'-7}�j" _ -g• 1,-g•- 9 I INDICATES COLUMN CROSS BRACING LOCATIONS. ! I I I I 6' I I ( 6' I �{� g•-IQkb - � 12'-3' 15'-10;+ 25'-1-Y4* 28*-1�4" 22'-8• I 12'-�`x 14'- 12 -9ti'i• ' 22'-e" �4'-59(`• 24'-;�(1" 1'- -1'-2Y�" Q I 9. CONTRACTOR SHAH MOFIFY THE SIZE OF THE ISOLATION JOINTS AT BRACED _ - N6" GRADE BEAM SCHEDULE COLUMNS IF THE SLAB IS TO BE POURED BEFORE THE STEEL FRAME IS ERECTED. a . MARK DEPTH do WIDTH REINF. STIRRUPS 10. PROVIDE 20'x20" PEDESTAL REINF w/ 8-A8 DOWELED INTO FOOTING ec /408 TIES SHELL PERMIT e 31'-6" 40'-0" 31'-® re 2' g• 66 s 32'-0" © aD 27'- GOT 24 x18 _ 4 - /9 T&B #4 O 10- AT COLUMN FOOTINGS AT STEP LOCA/ 8- '� � G82 NOT USED - - - - - - - - - - - SET r G H J IUw NOAH ►REJECT NORTH 1 11, PROVIDE CONTROL JOINTS IN SLABS-ON-GRATE IN ACCORDANCE WITH "REINFORCED r.L GB3 NOT USED - - - - - -- - - - - CONCRETE- NOTE #16 ON SHEET S-0.0. I I/ 15/OG VENEER12. EPDXY DOWEL REBAR FOR NEW GRADE BEAM/PILE CAP/PIER CAP FOUNDATIONS INTO _ (SEE ARCH.) � - STUD WALL C04 24-x24' S - 19 TB�B a4 O 10' EXISTING. USE HILTI HIT RE500 INJECTION ADHESIVE SYSTEM, OR APPROVED EQUAL. REV.. DATE s 1 BULLETIN 01 G95 NOT USED - - - - - - - - - - - 13. CAPACITIES OF EXISTING PILES WERE TAKEN AS NOTED ON DRAWINGS BY RICHARD R. EXT. FIN. GRADE BRADSHAW, INC., DATED 6-21-72. CONTRACTOR SHALL HAVE EXISTING PILES TESTED 02-27-07 G86 NOT - - - - - - - - - - TO DETERMINE ACTUAL CAPACITY PRIOR f0 INSTALLATION OF NEW FOOTINGS. F.F.E.E- NUSED BULLETIN #3 ----.-_--. G87 NOT USED _ _ - _ _ - 14. TOP OF SLAB ELEVATION - 100'-0". PROJECT DATUM ELEVATION - 228.51' 03-12-07 015-MCALR6 I I_Ox4kj" 1'-0" T'-0" !- -- (TOP OF NEW SLAB TO MATCH EXISTING MALL SLAB.) --- � GBe 36"x30' 8 - X10 A4 O 16" BULLETIN �5 _- t 15. DO-DENOTES FOOTING STEP, CONTRACTOR TO COORDINATE LOCATIONS AND 03LLETIN . - - EXIST. FND. ---_- ELEVATIONS WITH FINAL SITE GRADING PLAN. o a G89 50"x30" 12 - X10 �4 O 16` + Y + -`- -6 CB10 NOT USED - - - i - - - - - - - � BULLETIN /6 {} + + -- GB11 NOT USED - - - - - - - - - 03-23-07 4' - MIN. - --- (TYP. 3 SIDES) G812 NOT USED - - - - - - - - - - Q __ i �5 A 17' F.,W. TAB GB13 30"x24" 4 - #8 TOB #4 0 12' EPDXY DOWEL INTO BASE AT ��OUBLE HSS COLUMN G814 36'x30" 10 - N10 T&B #4 O 16- 1/1611SCAL = 1 -01 EXIST. FDN. D (REF. C4, C 5, C I I ) GB,5 ,q"x�q• 8 - N9 TdtB �4 O t 2- FOUNDATION _ C DETAIL - I •o SCALE: 3/4"= I ' PLAN - Yo SCALE: 3/411= If N r' + ...r.!•--":1-ter.N 6 ......,::.. ,. '�i17.�4T'XNfWa4+'Yi,:'.•..r.k,lr..ln.. .. tin t ,.:.._..•- ,.•V.,er..:•1Nnww.w.w..awwiwrwwniMe"ww+wswna�rlcr,faw�lt+ra,.wornnres. ,... .. ..:h":-.,': ., s�}. ..�+h.TgRl,:-- .. "+erml ','4{s-�"i� yeen, �1• � �' .�•' 4'.4+"i�r' M .,7 r':;,,'�y9M#�tpSfC:d.., , , ``�� ,:,,, � . ..:. I ,.pw.a..._, :,'"rr� - •- , �a��r � '`�'n ,I�,. ,�-':,i n :n, t!`m:^A,-wa.+. ,+a..,.-x:a , • 1 i 1Y 1�T r�r"r'ji-'• 1 C 1 1 1Tr rj r171�1 >�• 4 �_. ,•.r .,. ..,,,, .• •.� .�.;. 1 : vT, r 1 r�r 7�1 rlT T r X111 j � VIII • , , ri ;a OU �1. A • FA f � r , n+:.+rewi,.4..-. .. ... ..war«+•..w•..w-..._•w.,.._ .,w."+M..e..s•.-...,nrw.e.... .. ._• :•.•.siw:w....:+tie.",_....«a....r"....r,.....- � t r+.e.,rn_.vnryr,.e-iP+F•w['•^.wl.,M sw-a-t,.rr-,OY.... .•. ,v-Mit'.wYaR-Naa..-n+w.Yw..r.w,r-T•6.iT_.4'nw.`.,r••y ...I.acMe. n. ,nw•+WwI+�:.,.-vYMAr..,••Y:-"w,I.. ..reMw sv,.Krtr..#,.aWO„r=-• ....._,.__.._- w.•v,.aws.- ..e.wArv:+"a .,..:•h.,le "r. _ r- - - - T,. _. -. -..<.�;,�.s;;r'.,,.,r... _..s ,••rw,_nwwni.-++w ..- --- «awe--`••-_.w. ,. .,.rn..ee-..-x.+ew..:; ...+ytin+tiMY%iU••Ytiw../a•�► .. ._-.a...W..• . w.....u--.•e-•.-.u+"•wa•.. .... ..-:r�.wr...r.•,....aanw•..ww.,«are.•.-aaa•,;,:s. _ r e •.,.e.wrr.•.+r....ra..on7.r:-., "•rr+ ...r-..... r, .. ,;__..-. .. ;•,..a...u+r•rw,,.a.Yw«ne.s*w..a•r.•"wwriteer..ar,•.w..•.r..R - ,.,.m...,,. ,, :.,�„-*wwn.,,•.aaw•.�.+r+n..•.+e,nn:,w v.-..,....,,,.rn { h Y `•R`f� =y;,f �6 ;t I I I I c/ G� l T_ F �IL i EZ a �I ; , 9 • 16 Ota I I� 4 Jul I t.t I I ��o'� I I ���o� ► I I IL ` S•d I r ,IIF - . .-- IIT_ � - _ �� --- — r/' `,O ( _ � _� ' Y —_ -- ---1 7 1 ��pF OFFd �/ rat -- - - _ - — - --' EG t► j _ Y•%OL GR�a� EXVIt1ATI0N DATt V 1 � L. JIF f, -- __. _L JF1 O J L i1 �, f'I I ap cc Lr� c: Q REINF. s-fie L.w., 5CALE:3/16"= I E �,• 6 FOUNDATION PLAN Js vwo&ao,.v.wy stw�y"OVA Yv-a&004" 3 3.t — - I I I I I I l l whovt w"S �...a. I I I I I I I I mem irWI 06158 •• 14'- •� s'—a>f� I I I I I I N --) 4. ce I I I I E2 Es I I v r 1 -_ _.._..._....__ ___... . - - — L _ _ — i — _._. GB 1 i o — - - - — o G11-13 Gel Q ,� 10.1 Q I �� C .! 0.1 0.4 0.6 `' 0.• E.1 F orCf ..e m nlbrn/.C400"6 CIE wit _ ror^p to vacs.eo em t N tlt+ — Aa>da seoarcx.as rotas m ae tovww iwt rtaay*"corm! I Umamd.a%x4ga hca,ar M ro xopt d.v1 aNEa q ow..on Bee Ar&%*r Wr-#.tm + I 5CALF:3/ 16"= 1 '-0" Is oo n+ 4.3 I I'•� I Irr...�... I INF C) ly Ji r` �;----�►+� -S 7r l V` 1. nr 2•- 'ill-----40I I II II II Q � . Lor JIB I N Itr. ........ .... . AI`__.. ._ nr- -- I ( I I I I -- EPDXY DOWEL NEW REBAR INTO EXSr. CONC. (TYP. — I SHED PERMIT o - -- - _ _ ............____._ SET �/Yfv^w - •� - - —-- - -�`�- I - — -1 — Ge- Cie- I I / 1— Ge -+ ! - I 50 CAP REIN . 7-16 TdtB _ I • I -; pp 4�° I I `10 REV. DATE f— EPDXY L IWO EXIST. O I .. __.... __ . ... .... . GP_... � ,� DOWEL FOOTING INTO G� � I._. — I �.. . .... ... ...... .... GRADE BEAMt/PILE CAP _ I - ----- _... - I �1YP� ........ ..._-y'_... .. .... _ .� _.._ _ . ... . ........ ...-.. _.. ....._ ..__.. _y..... ._ -. _..j — BULLETIN 03 I BULLETIN 19 r — 03-20-07 ,JFi T/FTG.• -10- a A A.3 AA A A A.3 (TV.) r SCALE: AS NOTED ENLARGED PLANS N �5CAM_E �10= I '-O" `� SCALE:3/16"= I '-O" 'r F LARGED FOUNDATIO PLAN ' - �,....w rk=v..:ryrr.,..,.:..;y�ptNMl`+w+w% ',•r9?rti,`•-•r�N!N etv .....:`... .,..... •.�u.�.�+S�rT! wk+n.yTMlSlypwp.."�M;yH,,....a„ •.ntl�+^++.e>�y'pq�"A •..w 1 ._ .,cntin2`<��ra.aee�ilrcn�q}+!n:R.. 31 5!) j5- 1 0 1 rpt -..._..�.._...� (' f 1 � �1t•it�i lilit�l�t 1�1(�Ir�i t1 t r�I�r M7I�fit r,,.•,,'-••- 4L_ 1 1 . • 01, 11! II No »..a...r�.w.v.....e..r.w.•...i.w.+.w:re�w..rx'a•.•..wYr+:rr...r.v-.w..n+.. :•+.c..+rn�..r.v+.ws..r-•.+.r�.rw....».:..+-.r:¢_..Y,.�:.....�.wie�n Y-.,•nn•;.... .... ...r:/.a„•ti.,.✓+iw........w 411.r.+wu* :�,..,_.w, ...{w+.w+..�..Y�.wnw..-..-w..we.nA.-�.�rwrr:.r.n+uwr,..YyMra.ry.�.�.e��. ' c .,_,.:,y.,''�c1'�ib'• .w�,.•r.:+.w ..- +.weti�w�+.,... w...<.....i. .. ,..sr. :. ,.�, w-c+weiw+Mesev.w�•+..w.n.er...w...er•.M..-w. .wl•1l41•�+ .r�.•.r0•�rww.4n-+...'• -^-., ..,«n.-n.-m..- � w.w a,ww +wr+.e -.aprwrM.._ .,.. ,.. ., ....._ ,..varfpNtyG,eiYr4 .M•;.•e^•a•.w r•owf�..M., ++""... W, ».+a•. .er-. ¢.....r .ru...r-•.:.w.r•+�..,�.-.e, ... ,tee.....- ,rna0".r.-wv w�+.n..�•w,-a..+.....r.a ,..�.•+r.s. - .... ., .., r -: .•.qac , --i+�.,r....�►q�-.u', .... _ q; Via' `:k •:i 3. r. I it COI.. PEDESTAL, PIER l 7-#8 CONT yC' -� —2. • -- - — l • 24' O.C. M1TO EXIST. GROUTED CMJ) �T1SlAB ELEV. T��_120'-yj =_ L4"4x% CONT. W/%'O ANCHORS • 24' O.C, INTO EXIST. - (4)-/5 T B (TYP.) ° GROUTED CMJ EXISTING FOUNDATION \ DOWEL INTO EXISTMIG FOUNDATION USING SAMSON STRONG-TIE I (SET) EPDXY W/W MMI. F1 _ �FIILTI HY20 ANCHOR \ EMIBEDMENT. FOUNDATION WAIL - — PEDESTAL-SEE NOTE 10/S-1.0 • \ FOR REINFORCING. I ° ° A TYP.�—�—' I •a ° a ° ° �° / / FOUNDATION WALL - " 0'-4' GRADE BEAM - -� EA. SIDE OF COLUMN a 49 A a EXIST. CMU WALL ° - NEW (P2) DRILLED " a G GRADE BEAM J PIER AND CAP (TYP.) • 4 13 a G ° A ° EXP6L1'I0NDAT! ° (2) •M ANCHOR BOLTS - I J a ° • A " e SJ' CALF: 1/2"= I '-0" SEE REIN.. 2 FOR TYP. • CAP REMIT. °° op *i.F.E. 100'-0' _— j ° _ x �+ � � I ° E 4' EXIST. GRADE KAM ° (WN•) � (FED VERIFY) ° ° OrA SEE 7/S-5.2 FOR NEW oR+u.Eo PIER � SCALE: I/2"= I `-0" (SEE PUN) � - z tu'voot,do*mood L.3� urd se i ow rawtr N M riwwt r 00 saw ffiCALE M boo tot, mem job106I58 :3/4"= -�- -� N� --— ------- L J \ 1 �•5 r N ✓ IT 4.8 II II II I cu u u I I I c / \ Al-.....ELEVATOR-PIT: ( I I I I I I I d \J/� `�� \-✓J 12' THICA CONCRETE SLAB REMIF. W//5012 EW. TM. I I I I 4.6 u � 52) \ \ ( 1 / —_- \ _..%�•/ N•ort wu+vbJd�fbwi w 4.3 \ I I �✓ / mqel�mw"to Halt•UrAo.a ac.& rt�vrnb+a'd Me ladam UrYa t L� i fdreee.ad wall '°WdkoC � 4.Z — — Q1• some mt foow�d•else eal AM AT ESCALATORGe-0mt^ U,.w fqd mh t°the -...----------------... F. � r l„a„a.,,,.eb.ef 12 THICK SLAB 4 -� __ _ -- — _ % 'v kl'tort l w4�ve�14�1 REINF• W/05012- EW, TItB. _ — I I Q � I � °'� •co mm� II I 0 O I I i ;z - - 4 ~ I: Ll —_ _. ...._ _.. 1 I -- \ r,. . _ i f d', ,� 511E r�I Q ..._.... I I/15/OE 04 REV. DATE 3'-8 1/8• e'—e' 2'-8' 8'-I!' 4'-01/2' BULL. IN 13 _ I ® � 03/12/07 a' \ (✓ / \ ( � / \ ( � /, I I I H.2 H.4 H.6 H.s I �^ I ® BULLETIN �5 s \—/ \� \-1 I I c°� t 03/20/07 11 VS' I BULLETIN #7 l Q ti I _ 03/27/07 c D --- SCALE.: I AS NOTED �D E UNDATI _ ` ENLARGED FLANS I D FOUNDATION PLAN SGALE:3/ 1 ,1011= I 0 5 • .. .:, r..,:,pr_..uww:eu+ma+. :•w•...w.. .•ram n.w.. ,..a+. .wr+wuv �..�„c - SII ••. . - . ' trr�!ttr,rowr[f�mrsr snsmrugks. .,, .wtT rl,Ml � ' 1 •.. ' � i .TTJlmli.l ��j.t� .m�jriT�,r T�Il�rilll TIS "z , � • I • I I Ne.IM I T}l, I' 'l,f. ."Il�..,,. ... .»,........+r,• ,_- ..,. s.._. .. ..-wr..s.,v.►..s.q.a.:•-.+ww:te.ao++...rw.++...r y.:iww...........w.w.Tr.u1w►.......ra.e..w-r+m-wr•r+.rssr^w.rw.r.wnwrw.www.•er,l..re..VYllw.a«ww•r.nr._+rw,..r.:waawrR+wow.+....r..«... . � _ ,sgls:x+rn•bIY,AtlM!n.q•wA i . -:.eSL..i w4.a./ ✓•.7wYY/•+,W.wat+,.••pi•na+Av_+q:+a,. •••__..._.. ._— -_.. - ...iiiwsrWl:w .w:. .W.•rani...l!•r: wna.e.uuliii.IM� .+w1lf .errarar .:...t•--twi•W •rs+.a::e-.,+s•r.iM.Mw.:e.s ,, .: .++•r.•ZY'itlltN�lYf711M[J�tlC:1M7W'!M�'Yt9M•MK^".v.,,-. ..w.•w.r.. +:r.wry+:ee+rn+w•<..yp,..+e._.MRwem.w•�uxwr r...m..r.....::s•».:..�. ...,: .•w..AY+o,w,..r. AMrc...ur.-_..wr.-r.r-.•,:vu.•c+n.._ —.iww.nv.Yn•M"t-ww;�re+ .,--.....,A1.._r•,-..cwsrr-+..,,Cp_..xev*,ww.•►•::.r... .. w.+:wer+r. ,m,..er .w . ...._ . ,. r. 0 v1 I y•�I.. x. I: JZT GIM 2'-0' MIN 24'# DUCT I iN G. Cook i T COORDINATE MECH DUCT SIZE w/ MECH OWG5 I A SECTION I � i I 1 ► � � I i I I I I I I I I I I I I NOTE: CONTRACTOR TO COORDINATE MECH i , DUCT INSTALLATION WITH STEEL J ERECTION,I ! I I I I I I I I I I I TO ALLOW CONTINUOUS DUCT RUNS IN , JOISTS OPENINGS. p WL W I I I I I I I I I I I III JOIST GIRDERup I (SEE PLAN) 4\) I I I I I I ) -� I LAE I I I I I I T/SLAB E I I I I I ) I + I ) I I I ) I I = n F. I � 4 I _ , I I I I E�IST.12* CMU SHEAR WALL I C a115T.12 c�a sN� 11wiu I I � � y I N I .n a W21 x44 W1 x 24x84 r 4x 4 W24 84 W24 Ali_ SEE TYP. OPENING DETAIL mv"amaa,tw '00 a 0 caof too R~ ll w. 0 1 - _._...-._ •__---- - _- ----- - d FOR C NECTION (5-5.2) ----- I I ---- -� «�' 00 w4w"All NJ plpj - 1 W JOISTS TO BRACE oe�00 h •- ------._.... .-------- - --• -- - ------ - --- --- ------ -._.__.. .__ - - ---- - - ---- -------I I I JOIST GIRDER FROM mjmjobI06158 s - - _— '_ ---_..__. ..�--• -- �_� - --- - -..- ..- --- - ---- -- - - - - I THIS SIDE ONLY W18x35 _ _ __..._._........... _..._ .. _.-.. _......___.___ .. ------- ---- ---- --------- ---- ----- --_..-- ------ --- ------ ------- --- x_ - -._ �._ 51r13"*-NSECTION _ _ _ _ _ _ _ _I I I SCALE: N.T.5 � © .- --- - ---.. _.._-- _--_- ---- _ -- - - -- _---- --_- ..------ NOTE: CONTRACTOR TO COORDINATE MECH77 �► ---- _--- - -•------ ----n -• ..- - --• --- ---• �' .�- _ ' ---------- I DUCT INSTALLATION WITH STEEL ERECTION CJ _ --- _ 1- ••--._ ..--- - '- - -�-- --- - - __ ._ .. C -. _-_- __ _`� •I I I TO ALLOW CONTINUOUS DUCT RUNS IN lkzly .� 2L-3x NP_) -�� 4 - ---- -1- -8`-'=S e - ------ --- - --. -�.- -�._._ __.. _. JOISTS OPENINGS. ---- --• j- _ _.____ --- -- - •fit+ --�-- A _vN AL -� .— -- - -r DETAIL F - -- --- ------------ - W24x-6 (BEYOND) p d I -- .-- _.10. _ - • -_ - _iC !-'tOETAII •- _ -_-- _-- ; --- - --— —--—L/1 -- - DETAIL D I 51'-6" I - "' C 1� •— I � `c ---- — ----� ------t-----L--- -------- -----I I I - - — - - - --- - -• �» ---0 o - 1'-6' • Y a0 -- -•w- •- I r 9. C 10.0 ------3nrTAm - I I ! W12x14 BRIDGE PURLINS _ -----_- •-_: ::� �, I ::`:: : - .._ �" � -�. - ----------- . _ --- - - _ - - _ - - - - - _ ---- .....M...,.m.,,.... . i ,��, q WO HOLE O MIO SPAN — -�` --- Q OJ'O HOLE 2.9 _- - THS�JQ�I T� _`--- --• --- -` I_ - - `-""" -" - =-__.._ - - -. Tiix �O,�J W12x14 AND IN LINE IN W12x14 AND IN LINE d -- HAVE 6 WIDE NG ._._.._ ---_--- - ------ -•_ -. ..---- __. \J IN W24x78 BEYOND IN W24K76 BEYOND I I I I G SECTION AN won �� . ",� j • — ..—..— —_ _7_. .._ C:i ••_. _.._.. YZ1--• _ __•_ ••_•- ueellexeu.tneer«�cxoecwa.wle yr -___-- I SCALE: N.T.5 'een,WydthetnNoyWft V s —• _._—_._ .__.._._— .__ .. ____L_ _.. ___ _-..—.._.. — I l/�" Grey wvlermmCowmaao w%kxm,jw­Am'the I"vx. —.. n •• _ — I I `wpd y�rt4"'r1ct�l my Leber.e b Yrt+ey h Genera' tM M rdra M!r-ArMNn!rete b Me lydk.n r,e LNaJe General -___._"-___.- .__ —• __ --.._-.__.. ..__.._.—' -..._- ----- .. _. —� _.- - ----- ----- • - -- •_ —•_—•. -- -__.. _ - ..-- - -�— - - _. I I .YNOTES y,0.T Ir-.OW n*,WwAcatme • - - - -- - ' -- -• — — -•_-- — — I ( I 1 Ill I 1. 4" CONCRETE SUB WITH 4x4 - W2.9xW2.9 WWF ON TOP © x --n -- --_--_ —.____- --__.—~ (TVP. O X-RACE I F 1" F. AL 0 DECK FASTENED — - — 26 GAGE PAINTED M T FORM d1&:4y. WI x 8 - LOCATIONS` 4 ( I ( w/�' PUDDLE WELD IN A 33/4 PAT-ERN & (4) /10 SCREWS ... --- H563x -} (WELD SES EO'D) _ — I -- - - ---- -- h - - _ , 3xYx ' 0" TU _ - - _--r— --`• t Ac SIDELAP FASTNERS. WE WASHERS R R --" ---- -- —_--- _� _- - _ _ =� 2. • PROVIDE UNOBSTRUCTED 24x24 COENING IN JOIST GIRDER BETWEEN J Z _ -- � I I Z Q 1 1112411d3 If _ _ FLOOR JOIST PANEL POINTS FOR MECO DUCT LINE. JOIST GIRDER Q Q x33 ,T -_ i I OPENING 'f0 BE LOCATED AT MID SPAIN. —O I " x '� - 3. PROVIDE (1)/4x3'-0" O ALL SLAB INSIDE CORNERS - - - - - -- w1 1 9 I z - - -- _ I WIO 72 �_ N >< I I I 4. SEE ARCH DWGS FOR SIZE AND LOCATION OF DECORATIVE STIFFENER ON 24" IwTum n :.. 1 19 •1 14 W12 N tv I N � r t � I I N I N I I '� c i BEAMS AROUND THE PERMITER OF fHE G�ENINGS TO EACH SIDE OF THE BRIDGE ++ a I 2 C� Q N , + I Is •I ; I I ; _ 22-8 --low - i 1 12x1 CONT. ; - l r ; I 3 ! ~ I A ( I 5. COORDINATE ALL SLAB OPN'G */ARCH DWGS & MECHANICAL DWGS 1 I I I) ) I � F-• 8 - 1" -' - D[TAIL 81 I I i I I 9'-01/8 I 6. PROVIDE (1)/6 CONTINUOUS AROUND SLAB EXTERIOR PERIMETER. LOCATE I Q OF #6 1)$- FROM T/SLAB, I Q Q pt ppt� 12'-3" 15'-10�' I 28'-1�• I 28'-1-'4• ) ! '-8" 12' al'4" I 14' S1�' I 12 �• -- 22'-8" �4'-59(d" _ , 24'- I. I �1,_ I 1._�;y. RI w -- ----- 7. ELEVATOR SHAFT WALLS SHALL BE SHAFT WALL STUDS 6` 18 CA 016- c/c N , — S. JOIST SUPPORT TAI FABRICATOR.' �3 � ' ' � t � � v °� * " I DETAIL BY STEEL FAB CA OR. MAX JOIST REACTION 10k SHttl PERMIT 31'-6' 44-0"- 40' 0' _ 31'-6 3a'-6" --- 32'-0_-_ _ 27'-W SET 9. ELIMINATE JOIST BRACING BETWEEN JOISTS ON EACH SIDE OF MECH DUCTS d d C U „ MN NMT" MCIAct NORTH _ CIVIL OF COLUMN ® 10. L LIMINATE JOIST GIRDER BRACING ON DUCT ;SIDE OF JOIST 31RDERS I I/15/OG 11. TOP OF SLAB ELEVATION 120'-2 )1' REV. DATE SEE NOTE 14 -- — 12. DENOTES TOP OF BEAM AT TOP OF JOIST ELEVATION, -2L-4x314ttif [� BULLETIN �3 BEAM OF BOLTS LEVEL LOCATION BEAM A325-x BOLTS 13. TERMINATE DECK 1" FROM OUTSIDE FA�•E OF EDGE ANGLE UNO. eBZ R 3'i•x4• — - — -. 03-12-07 W10 (2)-3/4" • 2ND FLOOR ALONG COL. LINE i W18 5 ROWS--)6-0 � 14, PROVIDE (1) 3"0 AND (2) 1'4 HOLES IN EACH BEAU 'ACH ® BULLETIN /5 W12 (3)-3/4" A — S BAY AT MID-DEPTH FOR CONDUIT (12" c/c 60 1:1 - 03-20-07 2ND FLOOR ALONG COL. LINE 1, H W21 6 ROWS-Will __. 15. NO BRIDGING OF TOP AND BOTTOM CHORDS IN SHADED AREA. ® BULLETIN /6 - - w16 (4)-3/4" • 2ND FLOOR ALONG COL. LINE 1, A, H W24 T >' • - 16. MAXIMUM JOIST SPACING SHALL BE 3'-4' 03-23-07 8 ROWS-�• W18 (4)-3/4" . SID FLOOR FRAMING' PAN — l - - BEAM—>�• I 5CALE: I/I G"= 1 '—O" LOW ROOF ALONG COL. LINE B.5, 1 W18 5 ROWS-', --� p (SEE PLAN) W21 (5)-3/4" 0 --- �` r- A OF A325 BOLTS LOW ROOF ALONG COL LINE 1, A. H W21 5 ROWS-16-0 BEAM-TVP. Al (SEE PLAN) W24 SCALE: (7)-3/4" . BMAM CONNECTION5 AT X—BRACING COLUMN LINES — A325-X BOLTS SCALE = t,_p, - COLUMN -- - (SEE TABLE) SECOND TYP. 51NGLE PLATE 5HEAR CONNECTION5 FLOOR !? B W CONNECTION AT X—BRACING COLUMN LINES FRAMING g IV LAN ..... of AAA2s0 - _,.... w.w..—nwanw.liY..•FMxn•ww.ogM—wwi..—..,...ub .YI.4!•.MM.1°,fr.e•Mf. :+aH•.r.- .-.r,w.t•W.,YR.a/,IY/..rNMI1M4MM.IPRW'K,::-.:NtqWIMVfMLMiNiY' , :.. .. .. .. ..'t, -':ax::• ' a_ ..., - .. •l•I♦�p[" ._. r. .. �„'`�11t'rTT; ':,!.•,•,r""r'•t "GtryI+N'1!�!67�' M6 '.� :/,, r,,.•„ jP,'l,c::.:1n4'.sYNfAK' 'T r. �. fY46M6'7W':1: '.?11N .. - tT .. _ ....i- .i �, ,1'W.,.... n- a..i�t: I�'.i r.P•+fi•vc.'t3" '}4{!'Y°.t.N;^ � ��� ITS Ttil I �'ITT ,,•,� T� TAT r � �� I �P �1T 1 I t�I!1 •� � r >,�„ .>�.,• .I .�. . ,:-. '�,:. > r YL 7-0A t Oft ix ` , 11EIW I cll It _ ,—+.w..+.n.•..e.••.rr. „•w......a.....r,,...:.r.w: .. r"w...n..- s.s_i.....+r..swr•s,ww•.,....'r...ir:mi:c-rt..+r .wr,.. ...... •W,-_n+w........»w.nw•:w-.uw.rw_+..w._......•nww.-.s+ww.•...rr..r:.w.srr....x,M....+...,w.at+•,..M.IrswarA►I '.. I/ fw/Is.w.su.,....wr w.i.eJ,w.•.-ar,,,.D.: taw..w-. ....•1fM.w•*r'•+w..+,— • . iL'•ar. :. ,. .. _._..,,eiMOT'.;y.e. •1;:..,'s.:t+••v-., _ ....,,,v..__;nr:.,y...,•-.•e,JF..w.n:.:..+a.,...w,... _a,..•..-... ..>•.'a"..y,.atii�e,f.!�NM� . .,-.-•y.. : _._.-.,. -•,g. ..:,..:.u.-...u.•,,...•.•.r.s..:aa..a-.....-_...:-x.w .••. _. .. ... ... ...,.w,....•w.+«.,.....+w....rwa.,.-:.:eo-.w;m:awrtmw wuow+sw)IWIIu:,..».....,......_ u.:•-,:,.:,.. .,.•.:. ..a�P .•.a..,-,..w•:-R•.•ww-•nowt xn.,-•rs+'.,ro-,r+ .,:r.acwnwwc+.tle„ : F F.' w',r > 'M r•�i d, f'• F..D I r W12x22 C w12x22 e _1 30KCS30 ► T-� L.3 i 1 I � I i � ► i i C I ANDxwi2x220 wi2.22� X � 19f�6 1 1 I I 1 I I I I NOTE: DO NOT APPLY LOADS TO I I 1 I I I HOIST BEAU DURING PERIODS 1 I WHERE LIVE LOADS ARE IN Y11,7 . PLACE ON THIE ROOF SEE IO/5-5.2 FOR OEINFORCEMENT I I I I STRUCTURE I OF EXISTING JOISTS AT NEW RTU I ex►I�►no,,,�-e b 1 I 1 f I I 1 1 I I I 1 y LOCATIONS. I I I 1 I I I I I ' I I I i _ I I ELEVATOR 1 r 1 � _ __ � - _._� . __ _ _ _____ _.� . -.__. _ _.__. . . l _ _ _ . .. ___ . .....� 4 OST BEAM D ETA,L NOT TO SCALE w 1 1 1 I I 1 1 II 1 I � I ' I 1 I I 11 I 1 1 I 1� 11 1 1 II I I f I II 1 1 1 1 II I 1 � 1 � 1 I 11 1► I I I I � � :o = l 1 I I I I 1 1 � 1 I 1 I 1 1 1 ( 1 I ( f II 1 I I II 1 1 I 11 1 1 I II 1 I II 1 1 11 11 I 1 I II I I I A. E I 1 I I I I I I I I 1 I 1 I I 1 1 I I 1 1 1 I I I I I I I I I 1 1 I II 1 1 1 1 1( 1 1 I I I I I 40" CLEAR f 1 1 I 1 I II --_ y 1+ l.. E L 1- J ! I l 1� J J - 1 11. ! 1 1 ! _ L__..... . 1.. �.. - !.. ._....1. ._ __ . ...... { �I f 1 I i I - 1 1 `i I 1 1 1 1 ! f 1 1 1 t I 1 r +.. 1 I I I I I I I ! I I IQ I 1 1 © 1� I I I IQ I I t 11 1 1 li I ( 1 I I 1A 1 J I I 1 1 1 1 1 1 1 I I I I 1 I I I I 1 I I 1 I I 1 I 1 I I 1 I I 1 IMI 1 I I 11 11 I 1 I 1 1 t 1 1 1 1 1 J1 1, 1 1 1 I I I I 1 I I . I I I I I 1 I 1 I I . I 1 I I 1 1 1 . 1 I I 1 }I 1 1 I ' /1 / )�/ t l 1 fl 1 1 II 1 1 1 1 11 I rW r /' • � ,1 � f 1 I I 1 I I 1 w1W24xW- W24x68 24x68 W2 W24x68 24x69 W24 W24x68 ' 1 I `...... yr12 KCS_ 2 54 — 30---- —-_ 20KC 4 20KCS4 � X \�•-� !Y/ � ((v� \• I t� �- �f- •� •(� 1) 1 1 � I A ,tiw w ur w7 .w.• - .- rr_.._ .----� _ •, .._ ' .. —._ _ .._ ..�: �,- r_�� \. ,I i I SECTION - ', '.u. ,•Wd'sM. �6 46 ..-• ---.. _. .. I -3.0 dd•IOltt -N*--�' - - ----g - - - ---- - -- ------ _..-.. .._--- -----•--- ---• - SCALE: N. w •-•N •-N N _. _.._ 11< I, I 1 � T.5 r wrist w.rxtw rorra •�awr.v q.+7"�+ k v,ra�a r4r.ww t4•---< r� --..-. ._--- � - --- --_.__ � ..- _ ._-.__ ..- - ••--- -..-..-. .._.. N __ f Ems; W14 BEAM i i m m oW 06158 W1 35 I �. - 4 .+ i i ; 1 •- -_--•— 3....-_•• -•�- •----- -_r ---- --.-__-_---_ —•- •- ' �••� _-r_rr •• 1 �`\ X14 — -- WT. 3750 � � N i N , ~_•_• �• ► /:� 1 ( I ..�.. \. N J — --2004rS4 + ..—....—.. .._. __.._.. ---- .._. .---.—..— —..._.. RTU-6. _.. .. 1 i 1 EXIST. 2t3' JOISTS I ` 311► ` m - I- .- ._ --;,;�T--- TJ S61 w ; .3 .�; Y ._._ .. .�- ,►/ 1 (TV.) Z - -•-- ----- k 1 x3x14 - �,�� I 1 - - 1 1 1 _•1 mG'�— I ,�' i 1, I - WT. ----— -- -—--—�' _._.._.........._.._._- _.._..._. _ _.._...._..__ n i — -- -- It ( ) - A325 BOLTS r RTU-1 (1- t --- -- " Y 04 - _ I -_� I IF - - --- - - 3450 --r - -}� BEAM SPL CE x , RTU-2 W21 X 4 4(TYI INT! ° _k9L -- SPLICE DETAIL M .--- - NOT TO SCALE $ �----- --- - --•- ------ I I ..-- ----- ---• ..-.. w1 x35 RTU-3 �.._-• ...—.. .._.. ._.� ( -4 3 - - - t.. - ----- - � j —..—...— ------ — — --- --- ----- — � --- ----• -4- w vie ok—-,,*4 10 -- - - -._..- g ••- ---•-- - ----C.- ._.. ._.._$ _ _ i:ru=li - -- - 1 v WT. � 3750 �/ Kk+e�ree ndw.ctun��ur.oir 1 lydad•Gor.rCav+nol ,,,cwrae. • ••— •,- •._.r .._.. —.. .. .r_.. .._.. I / xeeeue.�na.nW the u.Mne ad et" L 1 RTU-7 t 1__ �►-� 11 1 x 44 - -- - I 3750 ' I I / / h"noCat,�xale d.at vwomk*v l lydnd nd LMaJ!Cera - ...—_- .-_••--•_- T 10 —_..—.. _..—.. .._....F c - 20KCS4 (TYP. d X-RACE I i '�i —•---------N .. _ .-- --- - I I ; —..—. \ LOCATIONS N 20KCS4 CSS _ _ 20KCS4 - '.-�✓ z --._ ---- ------ I _ - . f WI x35 w19x35 —! % W2'.x44 AN W21 x44 1 - W18x35 - - - - - � _ ,.• : -�. I I I I I A 1 I J i 1. ALI. JOISTS SHALL HAVE 213- BEARING SEATS UNLESS NOTED OTHERWISE. U 2. JOIST GIRDER BOTTOM CHORD BRACES SHALL BE SIZED AND LOCATED BY ~ - - I I 1 I THE JOIST GIRDER SUPPLIER. 25'--*. 25'-5)�" �I �1 3. PROVIDE IJP TYPE B METAL ROOF DECK 16 GAUGE. FASTEN WITH % Q 1 1 I l` 110 PUDDLE WELDS IN A 36/7 PATTERN do (6)-%- PUDDLE WELDS PER SPAN. -— i II C41F �!� �� � �b 4. �) ROOF TOP UNIT WEIGHTS DELIVERED TO JOIST GIRDERS BY CONSTANT SHEAR SHE=LL PERMIT 44-0 v -; i1 -8 - 40'-0'-�— _31'-6" _ 32'-6• -i 32'-0" _- 27--a%- W/ 7 �- _../JOIST ARE CALLED OUT ON THF PUBE NS THUS AND SHALL ADDED TO THE POINT B LOADS CALLED OUT IN THE JOIST GIRDER DESIGNATION. �� �p RAN NORTry r•� vit 5. SNOW DRII-T LOADS DELIVERED TO JOIST GIRDERS BY CONSTANT SHEAR JOIST I I/15/06 3 x N ► ARE CALLED OUT ON THE PLANS THUS AND SWILL BE ADDED TO THE POINT LOADS CALLED OUT IN THE JOIST GIRDER DESIGNATION. - -� W W 1 NOTE: DRIFT LOADS SHOWN ARE BASED ON A GROUND SNOW LOAD OF 20 PSF. REV. DATE �3 6. ALL JOISTS SHALL HAVE BRIDGING INSTALLED AS DIRECTED BY OSHA REQUIREMENTS. 03® BULLETIN N� BEAM /` W10 A 7• BRIDGING FOR JOISTS SHALL BE SIILD AND LOCATED BY THE JOIST MANUFACTURER BULLETIN /5 {SEE PLAN) L5x3xW 0'-6' � / (SEE PUN) IN ACCORDANCE WITH STEEL JOIST INSTITUTE REQUIREMENTS. ® --20-07 I -- - I W8 (LLV) - 5CALE: WO= I t-O° ). r7{ (SEE PLAN) S. JOISTS AND JOIST GIRDERS SHALL BE DESIGNED FOR A NET UPLIFT OF 7 PSF. BULLETIN /6 BEAM 4"P W/(4)--h"1► 9. JOIST SUPPORT DETAIL BY STEEL FABRICATOR, MAX JOIST REACTION -10k. 03-23-07 (SEE PUN) W16 - A325 BOLTS W16 - ---.- (SEE PLAN) _ (SEE PLAN) BULLETIN /7 10. - - - DENOTES TOP OF BEAM AT TOP OF JOIST ELEVATION. Y 3'4"I A325-N BOLTS 314 " j ' W21 • INS ' 03-27-07 x (A 3 ROWS AT W12 BEAM (SEE PUN) 2L-4xA"x314 11. TERMINATE DECK 1" FROM OUTSIDE FACE OF EDGE ANGLE UNO. - O � 4 ROWS A' W16 BEAM 2L-4x3 -x3(4 W/(2) ROWS OF X-0 I� \ Y4"x4"x6" A325-N BOLTS 12. PROVIDE UNOBSTRUCTED 19-x42. OPENING IN JOISTS Al RTU /6, RTU /7 & RTU 18. 314 " 2L-404"As ^_ D TYP. DOUBLE ANGLE CONNECTION DETAIL AW/(4ROWS325-N BOLTSF (SEE L GIRDER SCALE: (SEE PUN) _ 1/16"= -3.0 SCALE: N.T.S K-6",%NCONNECTION DETAIL LOW ROOF C CONNECTION DETAIL 5CALE: N.1-.5 FRAMINGLAD 5CALE: N.T.5 i 53 5- O IPI rt1(r ITr1�rF�`r filr1T�T rT 1 I1r 1 jri�T fI 'i, .• 7r�••�: t" j� 1�1 1�r 1 r r�1 1I1 1 ! I r 1 r I 1 I 1 I t „ •Ya..F . I t1TV 11 401 AnXI OR IIT 1'� 7 ( I � 1i 1 � i1 � � In � 1i � d r• •� { ui ulllui I Ullut1 Ilfllltll I ` luilliu �Iu11u � � _ 1 1 �11111111 IT11411111 , • 1 ...w...-oa ._»�.-_....w--...,..r.:,..,..v-.ran..u...T.w.n.•.•rww,...._,.....gin ... ..- ,... ,,. .w.ww�.. _w,• ,a�+w.•,r,,._ _ . z..w .._rw.. ......,.,r.,, K,.um,�+w:.., ._ �.dYrr_�......._.....:......,.......;..i..�. ...r+.....,we..w -,+.w,.w,.s.,u._ _-�.-. ' ,•.,uwr.rr,.w...wr....w:..a,r,.wr.roau+. - •ac.:s ++wrrailih.�:a...:•KnnleiPy,:,.....,,,.,..v ,..,....-.+ww ,..-e.-s.......... .•n.+w -. r...` � ....... _,Y»,.e..w .- �.r-,_ .. .... ..... ... .i...«�r+. _ .• .. , .r•'NM!,ti � .. _•.e:....r -wa+,r u'a.-..Lee+.•.r.:Y++m•.w.w.wwr.r. n1-- n..«....ww.vawr. .®e•�wra4r•w•�.. - ' I r r' 'K 9 OF COLUMN 5/16• COMPLE TE PENE TRA TION 45 TOP �c BOTTOM I ► J I I I I ► 1/2" PLATE SHEAR CONNECTION ► I I TYPICAL MATH %*# A325N BOLTS ► I I ► I I I I ! I I I I 3 SIDES 1/2' (WA_ W21-USE USE 5 BOLTS) +risIIW! I I ► 5/8" R (TM) ! � I I I I I I � I 1 I I I I ► � I ...... ap I I ' I f I I I I ► I I 1 q � a f I I I I I 1 ( I ( I I I I I I I 2 MOMENT CONNECTION I � I I I I I I I I I � ► � ,u � I I I I I I I I I ( ' ► i i i t -3. I SALE: N.T.5 e I I _.._. ......._ . .......... ._. _. I ► I I ( I I 1 i I 1 I I � I i I i , I i i � I I it i I � i it i t I I i t.ar•.yawa••r!r�. �. •i I I ' I I i I I I ► OF COLUMN `.;ke.�,an�� i .7.y•sari rr Wwww a•r•• I I I -arck,ayaco.. OMPLL PENETRATION T m m 06 58 PENETRATION � , i / I I ► 45 TOP & BOTTOM Le Hyl, TI I i �_ 5 I --, A325—N BOLTS Lei ," I' I I I (WIS—USE 4 BOLTS N W'1 W'� J► x W21-USE S ears) lq- I� ►— N r N ►—� N r N r N I I , ► ' —1/2" THICK It I I ► �—�— i I i 5/16' "V I I I I I I I I I _ � + % ► �. - - I W2!z'4 1x 7 IT - - - — r. - - >r - - —�-- - _ 5/8 R (T�) 1/2• 1 I ( � (W2 5 E P CHED ( ( I W2 Ix44 � ! I ► r a ^ s SLOPE SLOPE ____ ............_ . ___ __.... . ......_ _._._..._...._......_............._._..................... 247 4 rT 0 2 E PITCHED I I W21 144 _ _ - - - - - - / / n IS► 2.9 (� _.._.. _ . . . .... _ I CpNNECTKkI) � � �1 I I I I : . . ..... .._. _.<:.:......... .,W.._._.....� -' - :: . / I MOMENT CONNECTION SCALE: N.T.5 Al � ! - cease rw.re .r a1 I r rrkkeenea n,twer,rcoe.r�a the x+le 1 .. I I I "' .. I I I ► I I I ra•oa,brirtI,d ar a lona(NOW SLOPE ��� SLOPE , r I I I ' 9dW&*A•d+waarcawoeaMatm urrwn.Gawr COW&-)to/Mdk-e• 0 10 ' I i I ry ayar„&Nato"rcbrf to We 2 - - -- - - - - - - - -- I W21 x62 LE PITCHEo I _.._........ FT O x�4 I I III I I W21,�4 I >w -� _ �" I I I ,la•n on ark pan•d'a.arolaaaan. SLOPE SLOPE ie I / I ' 1N44 I I 1N 7 II PITCHI I I W21X _ _.._ ........ - 0 p I (�/•�1 x - _.... _.._..__....__.___....__.__.... .. ► ► + i 1. ALL JOISTS SHALL HAVE A" BEARING SEATS UNLESS NOTED OTHERWISE. N ► 2., PROVIDE 1Jf TYPE B METAL. ROOF DECK 22 GAUGE. FASTEN WITH l I — 25—5 I I 2S'-5�" I I I PUDDLE WELDS IN A 36/4 PATTERN k 4—#10 TEK SCREW SIDELAP FASTENERS. 3. SNOW DRIFT LOADS DELIVERED TO JOIST GIRDERS SY CONSTANT SHEAR JOIST I ARE CALLED OUT ON THE PLANS THUS AND SWILL BE ADDED TO THE POINT — r LOADS CALLED OUT IN THE JOIST GIRDER DESIGNATION. ' SHELL PERMIT r 31'-6" 44'—O" 40'-0" — 31'-6" —` 32'-6" _ 32'-0" `2T— ' NOTE: DRIFT LOADS SHOWN ARE BASED ON A GROUND SNOW LOAD OF 25 PSF. SET [ r H 4. ALL JOISTS SHALL HAVE BRIDGING INSTALLED AS DIRECTED BY OSHA REQUIREMENTS. � e c D �� �-���" I I/15/06 LINT 5. BRIDGING FOR JOISTS SHALL BE SIZED AND LOCATED BY THE JOIST MANUFACTURER IN ACCORDANCE WITH STEEL JOIST INSTITUTE REQUIREMENTS. _ REV. DATE 6. JOISTS AND JOIST GIRDERS SHALL BE DESIGNED FOR A NET UPLIFT OF 7 PSF. BULLETIN /5 7. JOIST SUPPORT DETAIL BY STEEL FABRICATOR, MAX JOIST REACTION -10k. ® 03LLETIN -20-07 8. -. _ _ DENOTES TOP OF BEAM AT TOP OF JOIST ELEVATION. ® BULLETIN /6 9. TERMINATE DECK I" FROM OUTSIDE FACE OF EDGE ANGLE UNO. 03-23-07 (DOCCAL�Cl I GIS= I '-O° 10. ► DENOTES MOMENT CONNECTION. SEE DETAILS 1 AND 2/S-3.1. Q Y � - SCALE: 1/16" _ 1'-0' HIGH ROOF FRAMING PLAN N n - -- 3 453 5.3 , l M r1 1 Y ..i•<.;u• .... .....: .....:...:i'<Trt w-YPC+JR"?aMA.M.rtns¢.•.rv.rra..s.4'•ti'<cmw.+fMMIIIVhk, Mw.t.. .. - �f �. ,.�. �WI'I::a v wi" .i.y{. �.. •".A'. ",a•-nwAw.,, ' w .. , :, ., .,.. ,....,.. -,. �:,.., .,,......., . � ����„ I��'rk'MI�Mt9u"" ,�i a.�_j`ri+'I�Ah'4 .. ,... -, ."nvaa - t ft•.iv: ,-'�'✓�71Cic-11N• rv..r.,.:.�++r• .T' �L }• ,. ....�.. -.i "stn.. .:s,.." :''1,5�nfCYMi},af��,�y.,r„ . 11l�Wz�P'w`..,.. ...,......_ .. 1 i�T�i1,111r1r 1111111.1 Ifr1Trr 111 r1 111T�r�rll Iii , -111..1... f Ne.to t ' RR I 6 4 6 4 ;.: ....,,... . _.......,Y,.n_..,«n+,.n...:,,.r.+.....w......-.,,......,.•:._ .._._.-.._.,n.....r.. .. ....w...W.....a....., .._:-,...,_-,,..........r- ' r +...aY..a..r..•w....r,.....:..r..,.ceras«..r.:•..r.•++r•.•,...,......r......w.,..w ........-.w..,...- •- ,..wwr. .-s.:..r..«..ew<.. ..w..,r - .. �; , -r•.cer.raaarwsaar,s.wwr.•vn.rum•.• :. a,,,w:-•-.mw.+w..rnc_-..ar+...r aw*rr cr+waw,••uw•.ev+tw +..xb.......awansrrrr...wW.rne..w,swear-a..w,warin.a.,+.w.u..ra.._...,....... ..... ... ... .. .•.w•a�Y+rw-.,..wn.„wr..w.+.+^.••+w.+.r..r•«1w•«rmMN• _.. ...y.. ,,;t»,..n• snwsKsswww..rwem••e.r•ur•wem..v.,-.>I•s -_v1AwTw v.- •. �,.r,u ',,, �r r�a h -1� Q BEAM Q BEAM 1'-1' Q BEAM EL 144'-0' (SEE PLAN) 1'-1" (SEE PLAN) - (SEE PLAN) T/�PAPAPET ---- — EL 144'-0 _ ' It;S6x8xIM El _— T/PARAPET "FT/PARAPET ( I I I i I II ' II I III I _ ROOF DECK 4 1\2• 4 1�2- (SEE PLAN) I ROOF DECK 4 1\2 F (SEE PLANS _-_-_-- _ —_ AN - -- - -- - - -- -- - - L4x3xxCONT. - -- --- - -- -- - - -- - -- - - - - -- - - - - EL�VARIES , I .— — _ ARIES _ - _ �_. �- 3/16 4' T/STL -__ _ 1 I I T/STL ROOF DECK ROOF ANGLE I`I / (SEE PLAN) C I I E 137'-11 ---- 1 � i JOIST BRG of BEAM I BEAM C (SEE PLAN) i (SEE PIAN) `'-4.0 JOIST JOIST JOIST I (SEE SEE PLAN I (SEE PUN) I Y". JOE 8' 16 GA CEE 016' c/c I I I TKN1 CAT! - I I HSS8x6- - _ - _ __ -- _ -_ _= I _ - = _ _ O I L3x3x16'xo'-3' �„ opc \ DGi i FN.S. O F.S. CLIP UP SCREWSE AN S a � (TNtE STEEL NEIINORK) \ I R � I I I � EDGE ANGLE-- 7 USE MUM AT JAMB (STUDS cc II Hssex I I A CTION ,o -4 0 5CALE: I "= I '-0" S1� I SPLICE OPTIONAL �_ e �-- COORD. OPENING SIZE AND LOCATION I � w/ARCH. Q BEAM the grrry d re r+Ya.ti Il.aa.ry NY r*�°�'• - I I (SEE PLAN) -4°0 SCALE: N.T.5. a -�"-Mo"' ~4 o^.+�My•rar. f[ BEAM r (SEE PLAN) 1 1• 3 18.�s1'-2Ii- PAPS _3/1 1'-2�' I I o i mem J�06158 12 CdA SIT R C I I ~ '02912 ALL 4 SOB 4X' 44. �. 3/16-7-- T/SLAB /18-7--T/SLAB 118'-1 �.I , - EL 11>i'-tOK- EL 0 _ ft --, ELEVATION 1I i / T.O.S. - " - 1 o -4 o SCALE: 3/1 G*= V-0" �I I C i -4.0 II JOIST i (SEE PLAN) p I I Jolst JOIST (SEE PLAN) (SEE PIAN) I O KAMBEAM BEAM 8' 16 GA 800 CSJ I I O 016' c/c I ( (SEE PUN) ) (SEE PLAN) I II . I � Q BEAM I I ® I SEE PLAN I I I HS58x8x1i � ' —8' 16 CEE O 16' 8' 18 CA CEE I O 016- C/C IIITYP Tice 1�V 2012 1/1 6— ANGLE s Il R �x('ANT. (SEE LINTEL I I HSS8x8xli 1 4 8 I IIA 8 t�r1•'.b two �+ • nehtxe/ner+r roasts ls tole mwomooy SCHEDULE 5-0.0) I 1/4 6 1/4 6 uo"b God cotsaam av to w BRICK VENEER'c ndwet:.ero..tai ar ca.tAete+wd eetn (SEE ARCH.) *wi r so"d mkw. m"" ntlsace to Vvwo C4019W"t'" OC-SLS SERIES CUP D►iltCOP DC-SLS SERIES CLIP I EL 108'-0' I TwWa(Doll Spa to GoodQ WtClP AS MAMNFACTURED BY — THE STEEL NETWORK8/HSS8x8xK I I a�m cM ru.,nrol> I -Q HSS8x8x1i ' (BEYOND) I1 I CONT t %x8 1/4 2012 z - i I z J O 4 I O Q -'s o SCALE: 1/2"= 1 '-0" c i SEE ARCH I J z 1, O � Q SEE ARCH. --2 Xxt0'x0'-10' a Q Q 1/4 6 w/(4) 1J-4 HD'D STUDS SEE ARCH. —,,/- 6— (8' CAGE) f- 6' T/SLAB N.I.C. ,O gyp• CONTRACTION JOMVT _ T/SLAB N.I.C. '1 (TV.) HDD'D STUDS 01 -8"c/c T/SLAB BENT Q 3046" r/ 1}-4 x3" EL 100-0 HD'D STUDS O1 -6wc/c EL 100'-0'ob — EL 100'-0 EXTEND 1'-9- BETWEEN EDGE --.�---•--r T — �T �B -- `—.�•`—'r = T/S� - T/StAe OF DOCK DOOR (SEE ARCH / SHELL PERMIT x3x3(e w/2-1�'4 /4912 FOR LOCATION) c. iOD'D STUDS 01'--8"c/c - 14012 I #5018 VERT. I 5ET a� 3- I I 1/15/06 SEE COLUMN SCHEDULE (S-1.0) FOR 0•f( •)—\ •12' CLR COLUMN. BASE et AB \ lb 12 — — ISOLATKO! JOINT INFO NOT SHOWN ' t -0 3" RFV. DATE CLR T/SLAB /5 ) 05018 VERT. .« BULLETIN 13 (SEE ARCH.) TRENCH DRAIN— (TrP. �4 12 — 4012 ® 03-12-07 I T/EXTERKM SLAB - X5015 i 41 /4012 8- T/EXTERIOR SLAB ISOtS .. I T/EXTERIOR SUB X5015 ® BULLETIN 05 1'-0 .' NS018' 03-20-07 -- i BULLETIN /7 s 012 . ® 03-27-07 �' ;� ° ,• GRADE BEAM r 'I (Sr..E PUN AND Y AOL ` J SCHEDULE) -- - - SCALE: sp GRADE BEAM ' • I �' � ' ' ' AS NOTED s (SEE PUN AND - GRADE BEAM GRADE BEAM -- I GRADE BEAM SCHEDULE) (SEE PLAN AND (SEE PLAN AND (SEE PUN AND SECTIONS • SCHEDULE) SCHEDULE) SCHEDULE) ECTION TON 3 5 -- ,� -4.0 SCALE: 1/2"= 1 '-0" -4 0 SCALE: 1/211= 1 '-0" -a.o SC : - SCALE: 112"= I -0 ALE1/Z"= 1 ' 0" �B of X13 5-400 ' .,,e'wx'apex.w.-rsnrafirfa�5'wrAe�Bi67L°rw.�+�nlw.alrc,.. ' �.. ..r r•w .a... -. -. .e ..n.:wr.+".M MMn.fINM•",.N+•ve•PVIe•+"IVY Y• wW'At.A' , ' t • tY F3 I .'H.Y.. '•M • .'I•'p m " -i Rei�.'�M.49YRe..'!MMFV'tl"at!'.!M. M e.`eit.15. FeFM'M'.<"Y ^:•: . .._..-....c•...e.'. - _v.•-r.r.e¢u✓a'rM...^a•.YW."xntl1�..•,..M1'•.nl,m Yi•s.":-. w...•.e[:....!T+-•wir'...c.rwVwr-4..�.Ww�. - - 'u. - .r; .tr ...� +�•Y•M/IY.rM.�'At'y1VwM'•ta. ..9-..r t"1tiY +iYf.+�w Y., -•iQ al++�.•...�•./u--+df.1141�.14?Rl.+R'-`sysYYMYM•tfb.evt+M• M.�IM• .w"/Y•..M•�id2 M1Nu�..� •�.. "• "••'.. �r..,r....",...e•...-....rr..se.�+rl-..rsw.r.wr�rrr�,..+.-...w. wr.,wr.a.s-r.r.�.+.w.c.r.rw.a.•.r....+..rwrrn,wwrs wr...+....•..ra4..w•+.rrww..._•..•+..�ir�w.w.a..w..vn.�.s..rw.:,,. niw�.�...+.-..rrs..w+..ry wro.s.-rr.rrrw�wwrir-*a"w s..,awr+rr,.ranww�erarl*rr -N'a2-.1101.�?.�„••"m,.-e'e:..•cr.••r.'rAsr,vr+.www.ire..+*•..••.-.,•u.-..,.-rw.�.wawwMw�•.+-.�..�..:ru+errrr•i+luew.wl+.r+utln++.wwa.iw. ..- _ ',. ., «, .. r, v k r' �r i nr. PARAPET BEYOND i Ak LL 144'T � El 144'-0" � A,EL IK-0 � 1/PAEl 1N'-0• 1 RAPET =T FAUX ENTRY r �T I F:iRTURE BEYOND - i II 1 (4) - 112 SELF-DRILLING I 44" EL 41 -U- - -- __— SCREWS (TYP.) � T/pwwET L4x4x•I6 CONT. I 44" 6' 16 GA CEE w/1�'00'-6' DBA - '4' \Eoy STIFFCLIP 'LBB00' CONNECTOR 016• C/c 4 1/2' 06` C/c THE STEEL NETWORK, OR L4%M CONT. ! 12GAx4x6UAL. WELD TO ANGLE. TACH TO STUD W/(4) - 112 LF-DRILL" SCREWS. EL �..___V_— S El Wr-11T/Jow EL *KS , - - rasr NG 1(t LSx3*% (LLV) CONT• - � E BEAM 1'-r' 3 16 —� TYP Nt 4 W I r 3/16 3 _ O I I ' CAP R 1 BEAM JG� b" 16 GA CEE r i JOIST GIRDER � YH (� �) (SEE PIAN) . A 016• c/c I ` ..T JOIST L.6xt % �f I 0' 16 GA CEE i BEAM (SEE PLAN) ` -� _ I w/(t4' GUSSETT ?towAATK 016' c/C -CONT. �� I (SEE PLAN) -- r i _ PU'!ES WT 12x42xO'-6• 6 �f- 0°EACH1� WHOLES 5' C/c 1 i i FOR JOIST GIRDER I d A' 16 GA CEE ' 1 ( 3 \ I 016' C/c E COLUMN - - )(t 2012 I (SEE PLAN) I "3/6 lam- 3/6 6 E I c VEN'ICI? SlB � I • 2012 r 10GA SLIP TRACK I I I J/6 6 0 CLP w/ 2-�12 SCIWtK I I I I X B1>110E COIUAii BEAttItG (116 STEEL IEIBOIBO r I 1 Nt 4 ( I 1/4 nlPr.� OETAI �• 4 eEAM - I PPS- I / (SEE PLAN) --7�— r--, DO NOT MELD JOIST GIM n i V 4012 I .rr 70 It as � q BEAM I t $6x6x0'-6•- 1 I (SEE PUN) I I SPLICE OPTIONAL i I E Y � I SP. OPTIONAL SPACE OPTIONAL '� $ I I pt pam p,d"Sao," n• ft-IMA" a"r"d ft I 1 *"~6w~taw" V I _ I I __ _.�— a pot•.W N N b w+at d 6' 16 GA CEE bym 016- C/C II Nt 6 - I I <F1E10 r mem J°�06 158 I ILII —6' 16 GA CEExt'-O' Vj" T/SLAB - 1/SLAB I I r 4 f/2• 5• 1 :r g� cV �ELt t!'-e' - - - ` 6� oc Jw BRC - EL 1tP'-B' CEL 119-10 1/2' _-__ �•---- O • JOIST MG Nr TAX SEL 119'-B' «��•�. '' s 1/4 c 1/4 Rot 2012 IWL. r ALONG d � _.. COL. FIANCE It BEAM JOIST (SEE PLAN) r I Me V 2012 - I I '� I (SEE PLAN) I JOIST (SEE PLAN) -_ i BEAM 18x6xk w/(2�` --,. - I (SEE PALM) �1ft 3 I GUSSETT PLATES r ' � BEAM WT12x42x0'-6 • 3 (SEE ) i FO JOIST OLES SGIRDER - I ,101ST GIRDER r \ L4x4x% CONT, i r 3/6 6 I 0 6!e/C 6- DBA 1 t • J/6 6 I r I I i •.� 1RP SLB F2 COLUMN CLP ./ 2-112 ;r r 5 B' 16 GA CEE I COW. CSJ BRACE I ' (SEE PLM!) I r 3/8 6 B' 16 GA CEE- I r- CONT. CSJ BRACE I I x BRACE COLLM KA MIG M.a,t..�.��,�+�slow - � Sl$ ��) 0 t 6' e/e I � CHANNEL AIIU HEIGHT i utoe�����.e►ry� O MEEN SUPPORT'S 016 C/c i -- / CHANNEL UIQ HEIGHT I ,gkleft ,„x,ow www"a roe x.e (�•) BETWEEN SUPPORTS 1i 6 I -CONT. CSJ BRACE � a me Lv Q wa (111P.) i �.� � 6 CHANNEL MIO HEIGHT �����rindi°'• r BEIMIEEN SUPPORTS OW Vtr �tet�»yatt ra roiantmd.My I DO NOT WELD JOIST GNOER ') � nhe r ft tdns v the -A I wra i P *x6x0'-6' - TO t �'hm ma T Pw�a r I BTtICK VENEER Xf (SEE ARCH.)R r K BRICK VENEER r (SEE ARCH.) I • I (SEE ARCH.) 1 16 u"00 • r i I 1/16 I I I r r I I � l 1� I i B' 16 GA CEE-� I016• C/c I OC Zoo I I = Q r I I N 5" I i ' 5. (f) 60 6• I T/SINI Y T/SLAB T/xAe FINISH GRADE -i T - r -w T - _T, 1 ._o• T E RKNt s 1 • , , .� 511EL1 PERMIT EL 1: — __. - - _ - ___ I I/15/06 � c�AOE BEAM rev. vnre (SEE PUN AND GRADE BEAM BULLETIN 17 SCHEDULE) (SEE PUN AND GRADE BEAM _�/'r `..............: SCHEDULE) (SEE PLAN AND DRILLED PIER OR SCHEDULE) 03-27-07 GRADE BEAM (SEE PLAN ) Q -- O rz� -5.o SCALE: 112"= 1 '-sr-CTION2 ciECTION 3 AS NOTED / O r_5 O 5CALE: 1/2"= 1 '-O" SECTION _ 4SECTION -5.0 5CALE: 112"= 1 '-0" `-5.0 5CALE: 112"= 1 '..0" SECTIONS 3 5 IV �1 o f 53 O »•, . 5 ■� ___ ._ '1TT;11i R ` c, .rr ea.wavR.�+taa•a,ar., 4 •,,•n ,-,+. .,apwr 02A 4"x Ilil�tt(l.11lt D' ff � t t t C ,, .,, ......._,»,.......__- .. _ Ul�� Ill111l1• It ,r'��. • t r� 44 y�:. v.....•ew•,..w....,...n..w....ti.,•-...,..,....,.:.-..........-.+.w..re. .:ter...wry_..n.+. ...a...,...,w...,.........r,.rro+r.,....•.•+w..e_... .e•.a,acm.s..,....+,c+r...-.nwwas...w..:..,...wer,re..w....•.r,...-,......,• +,w..wa•..»..+......v....:......w. . �a„ 'L'^�.', _ ' `1' , ...rr-►..a...,•w,,.,..:........+,..:aw.._,..+_wn.•,...:r .......rs......y.-..,._.w...r+.w.+............,,.,.. ........,:._•u..::.s,r„-.u+r+tr-*Aim » .w+.Mi4.+6• . -. .,,•wrw.+r+ri.r•r.w> .n...... ...w.rs....«w...r...•.. rer w.s+w.. .+ws«r«.-ww .+rw.,.rr.eaYay fes. ..... » r„w --.+waw.. .a .s:.w+w..+,. .iw w _.,..� y .. .. ,....._ .,a^+..,. ..- ...ti in'.R•..r.we+.� ,.-. ..._ .-.W ...,,,M,.o,....-.-.s--L.«...-«..,.+.._....+.• .�.w--.,.e+e..w.....,,....ae...:.a.•:,a•._...ww.-.w, ..4w••,... .. . ,y- , K ,�i+,.,.,,+rwn i i,. ., M1 gp 50 OL f 51 = - SHEATHING SHEATHING I SHEATHING SHEATHING (SEE ARCH.) (SEE ARCH.) I !- (SEE ARCH. I % (SEE ARCH.) i, EXTER10R SHEATHING EXTERIOR FINISH EXTERIOR SHEATHING EXTERIOR FINISH EXTERIOR SHEATHING EXTERIOR 'NISH (SEE ARCH.) (SEE ARCH.) (SEE ARCH.) ! (SEE ARCH. ESE ARCH.) -\ ( EXTERIOR FINISH (SEE ARCH.) \ ! (SEE ARCH.) -STIFFCLIP LOW CONNECTOR BY THE ( ) \ I �� (SEE ARCH.) : STEEL NETWORK, OR EQUAL. WELD TO ANGLE. ATTACH TO STUD W/(4)-/12 i100F DECK ROOF DECK SCREWS. ROOF DECK - ROOF DECK -CONT. L4x3x1( I ( ) CONT. 1.404% (SEE PUN) � 61 (SEE PLAN) (SEE PLAN) CONT. L4x3xIij�A. (SEE PLAN) I ids, --— ELEV. VARIES =_- -- ELEV. VARIES - -- - ELEV. VARIES ?;; - CONT. 14x3xK ELEV. VARIES , STIFFCLIP LS - 1'f1 3 NEW eEAM W/2-/12 SCREWS Ny INTO STUa. WELL) 10 — NEW BEAM — NEW BEAM JIM (SEE PIAN) �`. BEAM. NEW �I (SEE PLAN) / I (SEE PLAN) LX►iIATICNI�aTB. (TYP.) (SEE PIAN) I JOIST ! i _ 1 -`_ (SF + /W)� �_ (SEE PLAN) 6' METAL STUDS JOIST -� ~�` w (SEE PLAN) 6" METAL STUDS 6 METAL STUDS ! (SEE PIAN) I 6 METAL STUDS i I 016' O.C. r " 016" O.C. / I' 016 O.C. I 016' D.C. " METAL STUDS 43 `p a � METAL STUDS i 3h" METAL STUDS EXISTING MTL. DECK, JOIST, yj" METAL STUDSEXISTING ITL. DECK, ,!01ST, I - EXISTING ITL. DECK, ,101ST, 016' O.C. EXISTING MTL. DECK. JOIST, 016' O.C. INSULATION TO REMAIN 016' O.C. i INSULATION TO REMAIN O16' O.C. ii i INSULATION TO REMAIN I i INSULATION TO REMAIN 33'-10' '-10" 10' -_- E 33 V. UNDERSIDE OF _ --- v:�H� a� _ - F.V. .- ...... � CC i ,5 ATTACH TRACK TO I I, �., '� ,� '�', � .• BEAM W/O.145 DIA. i STIFFCLIP LB \„ -' POF'S O 12" O.C. .� Q W/(4)-/12 SCREWS ---_ (TYP•) I ( EXIST. JOIST INTO STUD. WELD TO EXIST, JOIST KAM -- EXIST. BEAM- VERIFY AWHOWA TO CMU. ~ I IF NO ANCHORAGE EXISTS. INSTALL 16'0 Sm*wjON SET EPDXY ANCHORS W 5 EMBED. INTO GROUT I i - EXIST. BEAM I EXIST. ROOT MEMBERS / w EXIST. BEAM FILLED CMU, SPACED AT W O.C. � EXIST. 12' CMU S"EARWALL Q I E I I NEW 3 5/1'.' MTL. STUD WALL I I ft*-d m a" si • tlr ry�q d M a~ I* srdr,. &-"."m tlr wY Farr I BEYOND I I ."ahow aw Z d-v".. w wt+pit m w maw Ii i mjmjW 06158 I I ! I I I I M I i! I i i 7-/9 }CONT. /5 L 0 24. O.C. I (SEE PIAN) W SECOND FLOOR GIRDER I ( .,...I„Y XY INTO EXIST. GROUTED , ELEV. 120'-2 1/2- F.V. ELEV. 120'-2 1 2" F.V. CMU) ELEV. 120'-2 1/2" F.V. _ ELEV. 120'-2 V2- F.V. T/ FUTURE DSC FISH _-_ i FUTURE DsG r"sHL4x4xI1� CONT. WA-0 ANCHORS FUTURE DSG FINISH FLOOR - SECOND FLOOR BEAM( FINISH - FLOW --- EW SECOND FLOOR BEAM FLOOR- OGROUTED 0 EXIST. ----V (EEE PLAN)(SEE PLAN) L4x4x JT ^� JOIST� EBRG. LOCATION CONT. L4r4xj6 MTL. STUD WALL (SEE PLAN) CONT. (SEE ARCH.) JOIST __./ 111 (SEE PIAN) YN V 4-12 I ® i ELEV. 1H96'L-0' F-.V.$ JOIST � 1 4-12 II . ELEV. 116'-0" F.V. CONT. }j" PL. !i I 11 F.V.(SEE PIAN) (SEE PLAN) T/rIMI H L T/FINW FLEXIST. _1 a 1 _ . TYP pie prs.w r+a4sbn.�+ ( ibkraobe nitvr.ct4.ras s Ne wk (EXIST. W16 FIELD VERIFY) EXIST. W16 � +Gw *�s t +u.da ..., , Inhso.Q:G. aeyiwl w��. Kfta"Ow-* ftca (FIELD VERIFY asa..eat" ) frllde h Ybw�ttd:lMwrl/.AN NOTE: FIELD VERIFY A,L STRUCT_ '+I�to'Ge.�r.d�"cte'r"" ENTITIES TO REMAIN S. STRUCT. I I 00 mow �Ga w"" - I ONG. SIZES FOR TH'.S DESIGN I toe..+nr rasa md�*mtj Genesi f EXIST. W24 (BASED ON AS BUILT EXIST. W24 tie.0saw CO.CAwAbr.�++h (FIELD VERIFY) DOCUMENTS 0 FV_LD (FIELD VERIFY) ''°" ""`"""r° ""�"' OBSERVATION) I i I I oma o e EGRESS COMM EGRESS CORRIDOR ! I I = Q I (SEE ARCH.) (SEE ARCH.) I (0 ' . �' Q > (n N �- �' EXIST. HSS COL. EXIST. HSS COL. EXIST. HSS COL. EXIST. HSS col. (BEYOND) ! I 5HELL PERMIT � BEYOND I _---� -.i..,. I SET I , 15/06 !I ! REV. DATE - ._ .. I ® gJ�IO /5 ELEV. 100'-0" L • 100 0w 03-20-0 ELEV - Atli,.,. � t ..•_, .«ice. ........_.....^._ 4 ... _...5..... ..... ........ _ .._,4 � _ w 7L/ .-...:..:-.. :.at ►... 1 :...a::+::A.. -..t_._.b _•e:x:. _-�u_s.,.. :�,,.,:_..� _-._. BULLETIN / � , EXISTING PILE CAP AND PILES II . BEYOND TO REMAIN EXISTING PILE CAP CONCRETE GRADE BEAM TO A EXISTING PINE CAP - - AND PILES BEYONO REMAIN- FIELD VERIFY TO REMAIN -- AND PILES BEYOND � __.._.._ _...__................_»......... ..._... ..__..................._..'.__._.. -- CONCRETE GRADE BEAM 10 1 -40 TOX REMAIN -40 EXISTING PILE CAP - I I REMAIN- FIELD VERIFY -scA1 F: ------ AND PILES BEYorNo AS NOTED TO REMAIN SECTIONS r4"'\ SECTION =CTION --_-- 2 I I _CTION 5CALE: 112"= 1 '-0" -5. 1 5C,ALE: 1/2"= 1 '-0" -5. " " -5. 1 SCALE: I/2_ —— I 0 SCALE: 112'1— I "-� IV 1 . w 1 - � a�M{vR+�.+•m�fsrni.Mw-...nwiu+� + . ; 1�N�r.,.. •na , , 7 s ..... i. ,._ .; ._ .. ... •. .. ,. � r � t ;n.�.n..n.W waa+ra+rP�a•e,.«.a+saAu.,.e.Ms,yr ..+m. s•. ^bF q 53 'A litl1 l 1 T tt IIT19111ilt v h • 11/ _:._.. ........ ...4.....w..w.....rw.®a...,.......,_....-.---`...r,...-...•+.-+w..•+e••.ww •�.rur�._..m. ...r...�.��.......r... s:...�...,...,,,.� ,rsi.E.r.,..n..._•.+»+. r.r...►w....nw.,w..w.w.^�..w....iirr' ..�:....wa-+.w.•-- .rewur..rr+...r r..a�e.MMr+.e vwe.,..►., - .- ._- ._. .- ..... _ _ .. - r... . ..... ..wr_. _.... _ _..._ _..., - _, .... - •. -.w ..a „a.�.Wrr«.. ....t+..+...-,wwwar:.aw•..w.urrMr •. ..,-4e.wr.w .:. ....... ..,.....,«r.1-1M'w+c .m •r•.•rwMiwi�.�Y� 1 �...ae•,+..•.+q....,--�..w' .r...urs.+.s. -�. t .i:...w.o..' FAr.,p�. t-�w....ww.s'--..,wrw.ars.,sti-�+.uw.i++.��Aw.r+a-.�ii�+++ • .. ti: EXISTING JOIST I I }---- --- ---- sct 8' CONT. E A. ruw -�- NEW WO ROD (TYP.) ------- END (TYP ) 5" WELD O ALL } - I I I 11 1 � PANEL POINTS , AND O MIDPOINT ill OF PANEL t NEW 01401/11 ile fI l• , I ~ - OLNOTCH WEB MEMBER AT ' I I '- SEDECK E PLM) 2' moi• CHORD REINFORCEMENT. (2) - Ji DIA. RODS 1'-1 t'-1• , t FULL. LENGTH 2L-14 llixile (TYP,) /I1 l—CONT. L4x3,Jj 2•fik ,,�• . I I 150-0' __I I II IOIREINFORCEMENT / TOP OF FAUX COLUMN -----�RUOF ---� LEV VARIES 14>i'-o" I � I I � � ' i MECH EQUIP SUPPORTO *'T f� TOP OF SIGN FRAIE ! FAUX BEAM I TOP CHORD (i.e. RTU CURB) 01 N G'-3" MAX 61 I iv (2) L2x2xi1 N.F SIDE --- LSx3x% —� L5x3 ^� OF WEB A PANEL POINT_ �_. __. (THESE ANGLES ALWAYS ADD SUPPORT NEW BEAM , .----:: , REQUItitEO'I r (SEE PIAN) ►'i1, I JOIST / E GREATER JOE c1 I THAM 6• EXPIRATION Dki 5 5CALE: I/2'= I'-0" U" ff I ` NEE COL. (BEYOND) IJOIST - ,` F.V. UNDERSIDE OF ROOT 144' 13�3'-10 -- -0 I s TOP OF SCREENWALL I I I I } I HSS2x2x14 HANDRAIL POST. SEE __-__i E -- ----------- — EXIST. JOIST SEAT BEAM EXISTING JOIST I ARCH. FOR LOCATIDN/SPACING (MAX. SPACING -5'-0' D.C.) H/ IDRAII I II + I� ' POST ! 141•-0' I � T1'P , � I �6 n•P N � C ---- 6 c._ _;; ( ;� -_ ( CONC. SLAB AND j I ANGLE I Q 6 - TOP OF PARAPET , LSx3x�j I �� Ml:CH EQUIP SUPPORT' � I I JOIST GIRDER _ ;1` I I - BOTTOM CHORD TVP. PLATE 16 THICK x S LONG I ! I .-.� � i (i.e. HANGING EQUIPMENT) e J Icu , TYPICAL FLOCK # ROOF OPENING DETAIL �JOLST BRC. � � _ '�-1• - 1 � R( ; _I FUR OPENINGS GREATER THAN 6 ; z ILI1 `_ —_ - { I , NO SCALE N I......,�..." * #-- T/SLAB , , u.�d w.ara n. I EL 100'--0" I i ••-n JOIST T/SLAB •- - _ j I '•�w•*a • I `y• ROOF DECK I 1 I i BEAM (SEE PLAN) END1 I mem fob/t76 158 (SEE PLAN) L SCALE. ' ® JOIST 12 N.T.S , - cu -IDESTAL- SEE NOTE 10/S-1.0 ELEVATOR SFlAFT REIt�IF,W//401 12' WALL E.W. E.F. FOR REINF. WALL (SEE PLAN) f _.._... / ter~ (SEE ARCH.) FRAMING � 1 1 (V Jf" STEEL � i M CENTERED R) , ' /4e12 1 JOIST GIRDER) � --- f I + ALL SIDES-- SEE ARCH DWGS 8 .' ' O 1 MI — I W12x22 2t-S 1/2 �.__ �` I '" 2'-0; 2-/5 CONT ( 1 TOP OF PLA5IER I .. T/EXTERIOR Sub , o T FINISHH FLOOR I 1 ELEV. 120-2 t 2 F.V. 1 — RECESS FOR GRATE I I ---SECOND FLOOR BEAM /4012 EW (SEE PLAN) O I I - - SLAB J� (SEE PUN) Ij 5 I 1 SCALE �'= 1 01 -� 1 • - .16 .1116 HOOK EA END) - - E .. . o ELEV. 119'_8' I •. �. ,• ,•:1,.,. _ /4012 EW SEE • «; k ...... SUMP PIT o I I:�i • 1 ° JOIST (SEF PLJW) I I VENEER - (SEE ARCH.) � BEAM ` f arm Aa„a s„air,"Aid"so j (SEE PIAN) I I I I M.a,.• ,".�Ira c • I u— ! n I Is,**s�ca•ra eouaI to MI @�_55=CALER 2 - I -0 URAI WWI FINISH GRADE -\ I I I d the F.F.E. 'o.w.9rAlW:~VW.da O III cirliiift,w mc.r • . .. • � rekrenrt w-CoI eo wacwr n�ths i a un*,d&W%mmad•(am p I Cat,&-W Tewt P&s 9rI&I del OF COL. O DRILLED CIRCULAR TIES SEE ' ftw o�t1M f�.ak�t'a' NOTE; GRADE BEAM REINF. PIER U.N.O. ® PIER SCHED. EXISTING PILE CAP SHALL BE CONTINUOUS PIER I CAP THROUGH CAP U.N.O. _ /- N6 BAR 05 C _...._ 90' HOOKS. TVP, ! I I VERT. BARS SEE - I Z III t PIER SCHED. I OQ • r CAP REINF• 3� CLR. TO TIESP 01 BRICK SUPPORT AT EXIST. FOUNDATION 1 ' Z_ O I I SCALE: I/2" = 1 '-0" �I -_r_ --. - - --- •- DRILLE�.f_5_. PIF BARS W/15 TIES ,� � � M ------- . SECTION I ! ,2 MAX. ,� 8 — I: 6 MIN. SCALE: t I PIER SCHEDULE j PIER CAP DIMPH50- MARK DIA. {INCHES) VERTICAL TIES REMARKS SHAFT LL D AT LEAST 3' DEEPER � _ THAN DEEPEST GRADE P1 � e 1Q- i SHELL PERMIT SEE PIER BEAM SUPPORTED AT _ - y I I SET SCHE[�. PIER. P2 2'-0" -- 6 - /6 /3 O 12" - _ P3 2'-6" 6 - 7 3 O 12" .----._ _ I __.__., W - AT LEAST 6' WIDER ON � ,.� r. I ALL i _....1_..__ ... r DRILLEQESPIER� PS 3'-8' 7 _ 8 /3 O 16" (� _.___ _..rl.__ N10 = i _�0 16'_ ELEV. 100'-0" '� 'I P7 4' 6' 9 t —. :_. •�, _��•_..:..-:�-.:.._. . . REV. DATE .� A �.� _ - - 0 �4 O t8" �- 141► IEW BULLETIN 0 1- .9 I I _ 02•-27-07 I I ( BULLETIN �3 - O I I � �� 01-12-07 ; NOTES: F- _ 7—T _ . __ I BULLETIN N5 '•' 1, SHAFT DIAMETER IS MINIMUM ACCEPTABLE DIMENSION. 03-20-07 2. IF TEMPORARY STEEL CASINGS ARE REQUIRED DURING INSTALLATION, THE SHAFT DIAMETER SHALL BE I I _ 03 FINISH OVERSIZED AS REQUIRED FOR THE CASING TO MAINTAIN THE MINIMUM REQUIRED SHAFT DIAMETER J J BULLETIN /7 Y NrfSH FLOOR - I s- •-- -� -. ��',, INDICATED IN THE SCHEDULE. ` --__-- 3. REFER TO SPECIFICATIONS FOR TOLERANCES AND ADDITIONAL INFORMATION. !... 03-27-0'7 - - 4, REFER t0 8/5-5.2 FOR TYPICAL �"OSS SECTION. - —- - _ 1111—I--�111I—IILITI (PER STRATUM —'� LI I I I I I I I I I I II I L I I I I I I I I I I I I 1 I I I L I I �I I hI 11=1 SCALE: GRADE BEAM 1 (PER GEOTECH.) sW1fT DIA AS NOTED (SEE PLAN AND SCHEDULE) RILLED PIER SCHEDULE SECTIONS (D-25C—Aff.DRILLED PIER SECTION N.T.s. SECTION AT EXIST• COL. LINE 50g SECTION AT COLUMN LINEA 7 - _ N SCALE: I/2"= I '-O" I 0 SCALE: 112"= I '-O" . ... ... . 4 I,f35-50 2 / 1 • .:.,.,,.. µ„xw«,u:n++srar+•+.c.mac•..., .r.,w..ow w,..w+r... « .....n,m,-Ir ,y, MINOR ' ' """"'wn`a•.'s"".'"fin-'•w,�,!U'pwy� '-3 nF . 1 • I".� ' F T1 e • ... r1.Iw . ,h.r >,rax:x...vox.a'tW.V +rry^'rariee.+..:.rr4wva.,eaVt•v ,n.•a x,• rrna.u•arll • 'd I F j 1l IF 11111111 1111 ,• IIp ,7 "w.www...w•.+ww.r.r..,+u.n. •.r_a•ww+awa,w..+.nrnn.:r.r.r•,-s.rr_w..r..w.rwn,.fiarwr.....w.:.w. m•r / :-+r. ... ..1N . ' 'r-A1...-.Mwu..u.:...,.w:.,. _. .>- rw.111.. er.#•.WvprGlkpr } _ '...••••-••.•.+.YaMr".nr' uarttew+a.aNfrwRfr.•....•+rWu.y w9w,n••u--..,,-vow • ..-.;*.rt�l, W.arab.FfW.ltVIW'+_•iM1`0i.VJM.y,M,YtI - .! .- -r - ,. ,,_. .., , . ..Sys..,,_...., ........ ,...-... .. .,.•y.. ...w. ,..IIiIM�Y ♦YIHeM1vI•all•Jvw.s•.. l..... ..:..:.............M1',R'+9�MT Y, ..:5yy-'v.... M„-1.MIs,.�1- ,� r;6 e' 1 I �N CAULK EXP A JOINT -Y.—DWONTINUE 45r HORIZONTAL -- HORIZONTAL EXP JOINT - REINFORCEMENTREINFORCEMENT \ MATERIAL AT JOINTS �13{C�` ATJOINTS ( SEE PLAN) EXTERIOR -CENTER BULB EXTERIOR CENTER BULB WALL FACE WATERSTOP WALL FACE iiA:YFRSTOP \ 1' DEEP (SEE SPECS) (SEE SPECS) \ i SEALANT \ ,frr- FILLER ROOFEE PLAN)(s _�— �` EXPAN51ON JOINT CONTRACTION JOINT FOUNDATION WALL JOINT DETAILS •-'�r�a%' -•ysf'1 �\ y jffs� rr NO 5CALE +o L N :ter•_ �Y11�.�. 2 ' ROOF BEAM 36/4 PATTERN COVERAGE HSLMtd EXPANSION 14x3x%x6 w - HI LTI --> (SEE PLAN) w/4-#10 TEK TIOMDATE ANCi�ORS PER I ANCHORS 4'-0'x '-0' w/11f' F � �' ( T/�� COL BY OTHERS Ell✓ .+ SIDE LAP STAIR _ STRONGER DIP r+✓ ' 4'-O'x2'-C' w/1 FLANGE I 33/4 PATTERN E ROOF JOIST - \� r -BACK COL WRAP BY OTHERS w/ X10 TEK COVERAGE �3J12 — —2-/5 CONT IG (SEE PIAN) ♦ •� ANCHORS 0 10' E \`\rrl ii „+�` .:: +''"• \ I 0 SIDE LAPS I lr TYPICAL FASTENER LAYOUT TYPICAL 5TAIR�N-GRADE DETAIL ep NO SCALE i r r"1 \♦' ';J•'"ffrr+' 'fir'' ./"" i �HSS1dx� == I �� Jf, •JJ,t , rl• ffr I .'”' f SECOND FLOOR JOIST l �\♦ R`F ,Irrlffl' - �r'•rrrfpf+ ,, _.r (SEE PLAN) .••''�f+'''+�+ �r" 1/9� 4'-D•x2'-0• •/11j• fi✓� •"' ,ft ,. tf'' ,,, rflr i+',r l,�vf Ny N{/L WRAP BY �♦` -i rr�fir•'• ..f+''pf ,•f�fffr+ jrprtr ---'-'.'•'.-+-. •T_y-•— .. ' :trr'J ,r+'moo ,frl ,.sjlr'r r ;,,'=, I \ � .r', •,f�r�r',;�1,+° ''��� , l \ 'rf rf'''� ,.tsrfr TYPIC'�L CONTRACTION JOINT ?Id_,uP a «..,.-,.r....� ,.,.. + ur rq.rr d w rata.11• OW 'ROOF KAM „ruff � - 2 IQ I.AP spy.00A OW obovwm ad (SEE PLAN) irJ+� � \, I •,.• fdrj'r+ . �f,',f,. I `� 7 ! '"tfr'ff',r+ 1r'ftt�"� N ...� I NOT TO SCALE mem kohl 06 159 rrrd+r ffr ':J SECOND Flrw,+rt BEAM 1'-6•-- JUNCTION DET& f$ SIGNAGE BEAM BY SIGN I (SEE PLAN) - — ___ •—.`. i yrr' MANUFACTURE (TYP) • \ r+ CARMER DETAIL STEP DETAIL `() HSS lbxdxlf l+lel+� �" / I r _ (2-0 MAX) o"2 CONNECTION PLATES ;'�'`r TYPICAL CONSTRUCTION JOINT 1YPICAL FOOTING 4 WALL DETAILS ' oMM�rEo FOR CLARITY NOT TO SCALE NO SCALE fr '' 4'-0'x?'-0' w/Uf• FLANGE COL. NRAP BY OTHERS t ` l , II+ ,'•'' ffrf 1 C rY CL. BUILDING COL. O I ,• S•• ,rff• (SEE PLAN) I I .lf ,,•jrff,ff I � I f I / r•" fftJf "� r fila i 01 t r I I ♦� / •.- �rr�ff. sf r'f�y:f;rf` y..5 I i '"ff %jl ELEV. 119'-S' ' �` ._..._,..__.___..._.......__._...._ II CANOPY 'yf (.. rff,.f' 1 (Su PLAIII) _ ' ELEV. 11 - ♦ \ ' 00 'v TIMASONRI / T%vJ _ bra• -kJ fl,+ 1 I , .,...._...._........._J_.,......._.I www"tJ d ae Lowwo Wa PROVIDE (1) 3• AND (2 1"r _ _ r mid°` I I HOLE IN LACH BEAM IN EACH w%doc.Aw-to ow_ Udofb�c,rv,.a Ca-trrtorl In nrcw--c, BAY AT MID-DEPTH FOR - + „�,to� n-, CONDUIT (12' c% MINS/" PW P%Sbr�.�I.�.+to tv \ /,/ I h-+v xorr of-OA�a.e+r�y \ ' I I CL. ►�ssdx4xly I �0,om w".ra,r-� i FENCE SECOND FLOOR KAM NSS164xK (SEE ARCH.) (SEE PLAN) I PROVIDE (1) 3'4 AND (2) 1� � �j ___.__...w.......__._ .__._...._....___._. ,. Z H�� EACH BEAM IN EACH "..._.,..�....................�..r� BAY Al `2 DEPTH FOR / r _ r / ) r_:`a._ • ice: �,� .. _ r �Z 1 I1 1 r / CANOPY BEAM ` �/ ' / CL. MSSex4xK ,'� ;fi'' 11 I-_o" LL� C� f (SEE PLAN) ' . __,_ OG .. .:' T PROVIDE (1) 3'4 AND (2) Y” r i ' • J HOLE IN EACH KAM H (� N _ PTH. r�,--.-• _ _ _ _.. __ 7 _ 1" I \ COONDUIT(1"/c MMI) I \ i..,......-._... .__... .._ I l ' _ ,� F-- BCONT. L4 AND ATTxAC1IE • i I \ 04012' ETN OWLS TO (4 SIDES) I SEE ARCH MATCH VERT Cl. HSS5xsxlf DISPLAY WINDOW - I __ � REINF SF1EL1 PERMIT / SEE ARCH. -GYPSUM BOARD A/ Cl. HSS1lx4x% - \ I ( ) SEE ARCH. 5ET —\ I ( ) T/TRucK TNEII 4 NOTE: DRAIN ! BACKFILL 1 _p• � SFE GE0IECH \ , + Boos d2-6e (50KS1) I I/15/06 I \ STUDS 016 O.C. cam, O BRICK PILASTER AROUND ALL FOUR CL. HSSbx5rX \ •� , qa REv. vATE SETS 0 Hssex4xk NOT SHOWN FOR ! n� � cLARnY �"�I SCALE: NT5 PZ-FTG. ELEV.++ \ , 1 d (LIN.) BELOW Cl. HSSBx4xli FINISH GRADE 1'-9' 1'-0' 2'-9' /4012' O.C.. EW. TOB Q Y \ , NOTE: THIS IS AN ISOIAETRIC DRAWING INTENDED ' -- t0 AID UNDERSTANDING OF THE RELATIONSHIP E Ev. 100'-0~ _ -- — VAIJ BETWEEN STRUCTURAL MEMBERS DEFINED IN THE •': `"""""' n —__ ___ PLANS AND SECTIONS AT THE ENTRANCE. THIS ^—� _ ,t : SCARF: I TRUCK WELL RETAINING WALL AS NOTED DRAWING IS NOT TO BE USED FOR ANY OTHER 6'd sc.nLE: I1211= I I-o° SECTIONS PURPOSE. 2 TYP, SECTION AT EXTERIOR DI5PLK( WINDOW s? SEE SEC T iON & DETAILS SHEETS FOR SIZES AND -6,a 5CALE: 112"= 1 I-0" a DIMENSIONS. N ON , a Y _ • . r .f _, t'+ r?uy.'n9M:E. w'I.MM-M11R..ymxNNi101bsMMSRiIYw,. ���: 1V7�.Y..x.,:-V9MiltlppW 'r `slttTsru+i^m'.laN .. „ 1 1 `',! (r � � , M ,., � }wyarmr►,'.,-,.eam:+.n>+++..:..... .. wN•a,�nsw I N•,S1 • , r rid IS: .:+w•u•. n.Ir+Yrn•.i,•vMw.wi..+•w.r+two..w'w•.u,...a.....Vf:wrt+pr.r4....:.br..M.rr.x..rr..rr..,..ew.-w,ww.wr:-w., A. • ' - ,.., _ r .err-:+r. s:..++ ... . . . ..w.-w:r. ..-.+....>:..,s' w.ww:yrw_,....--r. ..,-.....►....wwrn.w ewe:rwra...,.r.rrww.W.+.--.rwr...-.. ._+•.�+"+we.r+..+ +.w....o..»:.....:. _ .. w w .n,:ir......r- . r,.w,..a. ,.,.aa..... +i,wnnaa,.,wx-Yrr,.FMwI1....Y.-iy-M+-ynw.r•.veti.F,:vrv-wvrM-+e•++••.�,w+.niwu c:'n.bGwn wurv.t.a'r,,,•. ,,:'_ w.•n :w.#w. .+.. . ' '.'• -• • ..'.. 11•+'•^.4i••:i::+•\. u.:._ c....:.. ...j�.+M1.Md"'►,W:.1.'. •......u .,W.•",WIT'in Y.' .C-..aL..vwrw+-,w: rM•,YELL.•u�...,111wM,.M1` ,.M•.u.• llw•.- m+JM.:. -�1m...trPW + r.Wa:.au. .1.ra...,:.v1•w61.:71.tlYR'RM•...191 .�.rwt,MY"i4....,•.. .+e.+,Y:r.::4'-- r`.. : .r.. ...t..'lrv.�•T.l.'+.!'T•UP.AIMMf'•I:..M"1M.lMinw„u+M'+...NR.11[x!" Illyy� n 7F i .y,;.E. .:.J, i l d r ,S bd�+" 'ko JLEL 156,-o* 41'-0• CENTERS /' I KAM MMP atiSK91 - -0' ' ZIN MAM1fACRMER __ —.____. _ T11P — � MAMEACIINER (lYP) AUtt Cd OOZIER Br ___ `'/� 1 Aux Col. oaER BY 4 PACE-TO—i 4g, J I30KIL IM=0 WAFACTUK T F11AtE t CRO65 BEAU SEE t CROSS BE/li1 T 50 IW6lPACTURER ONGS SEE SICK WMIPACTIAER ow HSS°x4jA ......_.__.___.__.___._ SIO" ! 1MCBIC I ��- i P 1j-x1'-11'x10"---� �.__._:=-�: . I N om ttA oft VENDOR \� I --L493x1/4 CONT vm \ ' HSS5x4,A (TSP) 1/4N COI. MMP w VENDOR \ ., ) I I I 1/4 + J \ � , HSS16s4,Y�- � - I TV COL YAW 6Y VENIM - COL MP BY VEIMOR • Z' 0 ; COL MMP By VEIMOR I CDL MMP BY VDMOR , I JOE Y T/PNYrPET �ti01M I / \ \ 1 ymDATI • I I I i/ r ;n TEAM a qx (SEE PLAID Q,I °P 3 � .o I .. My 14 SEE S+oM MMIIPAC1uRER oMa ar SICK ___..._...___.__._._.._....__._......... _._.___.___ HSS16xax1} WMIFACTI/E I /' i I _ _ HSSax4x%OLI P 1j'x1'-11-x10-- I I T/STL r„ �' ._. ...._._.__.__ .-..__._ .._..___-____-_... � _^_•__ tto-oEPTH BEAM � � T � • s'-o• W-0" W-o• BEAM I COL I � I i � ,• (SEE PIAN — — — — — -- — -- -- — — — — I TVP 1 t'-4 (SEE PAI A COL S6-4) a.r..y.rw.rr r• DIM MM S1fSFEM --� � -- -- — — — � I I t/4 3 �.+•.+.�mnww clove •,.q.,,a...u..a+r AMC I COORDBIATE w/ 3/4110 I I I .,.�•.•••N�+.,..+ ! EAST OOABT SK915 I ~••ra r�� HSS 16x4x)�i_ ���MWACXR � -= I 10' �• A:� �• I � � mem Jobl 06158 PLATE I N T T' 17-* — tan I I I m ELEVATION o -7.� N 1 I cn I SCALE: 112 I 3/4' HARDENED NUTS YIELDED TO BACK SIDE OF PLATE. I O - HSS16x4vA KEEP WELD SPLATTER OUT OF J THREADS. (a) PUKES - - -, � I 1• °• (6) 3�"t HOLE � - - L_ - - - - - - - - - - - - - - - '/4- --� it Q BEAM - SEE DETAL B/5-10.0 (SEE PIAN) � YT 2012 OIL a t tt�-t0 t1Y — • i a 201 Y T/KM 119'-10 1/?' 6. 16 CA CEE a16'% - - jvEw BEAM ,,,."• (� �) L�� L4x4x% CONT ()/ (SEE PLAN) ow —F BEAM w/1}•4x 1'-6" I r .�,ew d a•u olm WA. (SEE PLAN) DBA 016" c/c I CL BEAM ua..a•Go w com'saM b • xf"*.•d%*w Me omw N m" (SEE PLAN) ey m s~d k -,,�^+ L4x3N1i LLV w� — ek me m'GOWO COWSG r r a 5 ^_ 10' y'-�• TAACON ANCHORS 4 6' 10'-94" -- 9'-O4' ift''Zow awim""x•r''r"'cowcw Tewo MK"Sm"� cao.., • _ ----- �• — _--EQ EQ EQ 4'-3i " I g, - _ _ 1/4 J � •r« +n — - L4x3xK CONT. LLH _ 4•_ • EO EO Y EQ �' 4•-3 oLch 11 1.400 CONT LLH ---�'--- ._ Ux3x1/ CONT LLH t i 11 ,- • _ cANDP+r � ■12x19 _ ` FT Z 11209' — - -- _ _.- � j HSSax4xlf Tri Z 0 I I I I HSS8x4x% (TYP) I C�� � �i F HSS'Sx5x1 , I I I BRICK VENEER -' I (IM VENEER SEE ARCH , ' (M ) F COL C xSx 1/4 , , F2 (SEE ARCH DwCS) q VEMICLIP SLB I= VENEER IISS'Sx9.t/4 (1YP) I CUP w/ 2 SCREWS I q (SEE ARCH 09155) MASTER6 / (TIE STEEL TE1wOldf) /• 16 GA CEE ti ) —EL IOV-0'1 2 IV-01/2 , /166 GA CEE - I Bt6• c/c I q SHELL PERMIT I q 5E. , I d HSSax4,dj I I q —- I I/15/06 I I I I q REV. DATE N i ' I A*@ A36 EMBED 1' 3' IN TACK WELD NUT q n -- T/EXTEMOR T/� T� II n 0 . e _—• - -1 T• 'j--_-• TLSL/W _ • . • • • —#-i-• - • • • n c. • ° , .. '. o ', •• • I AS NOTED GRADE BEAM -- � a •� --- ------- -, ° •'. t ,' '. s.._..�.------ •. , . ------.....---_, -- DRILLED PEER OR SECTIONS (SEE N'LAPI AND DRILLED PIER OR --� , (SEE PLAN AND SCHEDULE) -7 0 SCALE: 112" = I 1 �_ DRILLEGRAD PIER OR (SEE BEAM D •• GRADE BEAM • (SEE PLAN AND 2 SECTION SCHEDULE) SCHEDULE) SCHEDULE) -� SCALE: 112 �3 53 5-7 . 0 ' .. : ..wro.ww ..':n,,.avr •fmN .. . .._:.x`1'•?a.'." .,, ...-iuwfye�r�tunn low .vu.. pow- A�{A,4 MMM'7.'MW:M'S1P w .. . • .` _.;.. :,. r ,. i '.< , - - - _. � Mr,7sN'14•.fPM1Wh:M.9J6!F.M7!'b•MM56PoMk'M"avl hd:a.,uWM�'Y:nPM ..n.f y.r fC�lKitI,71•SAY^'^. f : nit • 1 T � � 1 rT�T •'+l'� IT 30X ..t W� I , ♦ f 1 ' a + '•••-•"`"'-'• -' - vC•..wwR yw+ur,r•w♦rnwr.sM►r+w.....x1. S..Y...yu..- . -_.-.:N.en•lM.,..'+•.n.-w..*r+•'IM/Ir.1.,s.Y,IMn.:.'..ra..' 'MwM+v"y+++.u'wwr:a-' -'- + iflY1 .Y..+rwliiwW-w.-.pvlsrxsM ..,,. : WMYIk'L^M•IY!•NMMNhi.W.MRr...W'-ym•.ar+e1"+s. yc•._ .. +.•r-an.• ,y4q,:.Mp•7�•yy'.,u,....,.r•,..., w+, .. -..:......ru.... 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JOE Git NSS10x10%3/1 — � I j------------ WMA710N DATE p EL 139' 1/2• — I 1 JQ1ST 8116 1 I 1 I j i.e ' J0151S r/ TOP CHORD ; xm I DOUw PITCHED UIOERSIUNG ; I '�• f: ' � C I � I � I ce 1 1 eu,>eolwD (NEAR SIDE) I &JIDARo (NEAR SIDE) I -1/SLAG I 1 --- I ' -DECK(SEE PIAN I 8.-6. ��r�M���°• f ) w21x76 1 K SHIT S-8 0 I /'%�. -..`\ 1 w24x76 DETAIL A I I , ,.pa tO Wo e 1112406 AUWN NaI 0 IVA DETAIL E I f SEE PINI) I 1 8 1/4' DETAIL D r sHT s-a SLIT s-e.o 1 SHY 55-s.0 mem jobl 06 156 ll OJo6i 1 t, 1 (� � L 1 1 l(7 0,>g11101 j JOIST (IIEVIOND) ( 2/S-9.1) i S'-0' '\ 1 � 1 L.-._ I I DETML 8 I , - I fi •} sM s-e 1 ; I T/sm I I O •. 1 DID T/SLAB EL 97'-4' MIN • t - COORD. W/ MANUFACTURAIR BELOW FOINSHED SLAB DRILLED PIER w DRILLED PIER 5 xµ""�"'"'ow `J''�"'� " (SEE PLN AND r DRILLED PIER .e�r•e.rn.r•ootu n ate+a+e 'E '' r (SEE PLAN AND (SEE PUN AND `� tow SCHEDULE Urawds(411011 to FW~. SCHEDULE) SCHEDULE) .,e..rrrr COORD. ESCALATOR PIT LOCATION W/ARCH. DRWCS. 0 ESCALATOR MANUFACTURER I " ""WN~�'� t• SECTION ;„� %mWbnh GO-1i �wwkAwm�,toft SCALE: I/4" = 1 ' C Tete�!*M"C-1* M ro xart d.04 atria.eXo,ebMty \`DRILLED PICR (,TYP.)COLUMN J . DRILLED PIER AT C Lw24x76 1 SLAB ��•-O • •--- - 16x6x3/1 / - DECK T/ � ~ - - --+ Y," R AT ESCAL OR Z J O rt/2'HIx1'-6' 08A (SEE PIAN) , L4x4x1/ • \\COORO. w/ ) O OW Ems-L 119'-10 1/2• r -s r 13x3x�(4 wI�2-}�"• - e _ .....__......._. _ q ___.. _ _ O T/STL — HD'D STUDS '. `� 04 6s 012 =_......_.......... N12X14 1'-6� 4. • -- � -- PIT — �EL 119-1 _..__.......�__..._____. _._.� _.__............... ...- � a JOIST 8116 � � , ._. �_a_-T___ _......_ .__ < (�, N e' 1 STNR t COORDINATE ./ELEVATOR OR sac's --- ---- MANUFACTURER W24x76 - �, DETAIL S DETAIL JD1n ( E �'"' JOIST -� — 511ELL PERMIT _ _.._____. ._..._._. _.__...__ _........_........ ........�;�, (SEE PINK) SF.T ._......_._...._.-_-__. ._. ............___..._.._. - STIT'ENER t -� SCALE: 3/4" = I ' -8. SCALE: 3/4" = 1 ' 1.6x6%3/6 CONT. - D 1/4" 3/%12x4 CONT- � • JOIST BRG �/4 `- J0151 (� �) I I/15/OC DBA -.-- F •16' C/C -- w24%76 0.Coo DECK B NI t (TMP) w30008 - \ _.---- (SEE `M) (SEE PIAN) KICKER DECK T/" BEYOND Oft - 3/16 L DONT. I L3x3x% 8' 15 GA eo0 CSJ D ETA I L m PIAN) REV. DATE LIT 4/2801. DBA • 16• H/H SCALE. 3 4 I -.---..._..._.__.....__....._..._.._.__._ _ ,__._._._.__..__.._.__.__..____.. __ BULLETIN 05 --,- •16• e/C _ T/SIAB — — — — - / _ - -07 11x4x1/2x0'-8' ------ _ ,^_ ', _ 16 GA ALGOO STR'CUP � � -- - - - - - — 0320 r/(2) 1/2• GUSSET It EL I IV-A" i — BY STEEL NETWORK ® BULLETIN /7 OR EQUAL �) 03-27-07 JOIST MG _-- --- - I I +1 1+ _ O TMP} 316 T7 +i '+ — -- / 3/16 + +� - — +� �+ + _J + + I Ir24r76 ---- L3x3x1/4x0'-8' 1/4- STIFFENER 2 '- + + �8 ?•I� / SCALE: - / (SEE PWI) El 152'-'' BDTT/STUD TRACK (SEE PIAN, TYP) 1/4' STI/"FEVER t ` (2) 1/2' STIiFENER t 'x -T/l 2.12 SEE ARCH DOGS _ _ --- �_��._ ..-�....... .- _ _ —...... ...... .. . --� _ - -- . AS NOTED ffi SEE ARCH DOGS (6 GAGE CENTERED ON JOIST) FOR LOCATIONS FOR LOCATIONS T/wI1DOw SYSTEM SECTIONS (SEE ARCH owes) EXTEND �p0 � --_ _ Q� _ T/f111HD0w SYSTEM . &p5CAL ETAL DETAILDETAIL ------ - -_ --.__ � DETAIL F Ca (SEE ARCH owes) N E: 3/4" = I ' -8 SCALE: 3/4" = I ' 8 SCALE: 3/4" = I ' S-8 SCALE: 3/4" = 1 ' v� 35-5sO w! s ,,,•r,•...,,,,.. ... , , ..:+.«.r,::a.:.,m...wro.w w...•.,.,:. ..,w..+ru.r.�'. .. . -Ha':sawtr`t7te.e,..'�IM4#'Y'#F�r't ) ;�v'�' ,�.2Y ew.i.ew,,..,-aa.>Mrrw: :_� ;. .... •' 't#�'•yip"�1�"i+�lYtJg1!,tiit�x'f�lV,��b". .. • ' -i k. ..,�M!MIICntlf^Jl.I ARt1 .i.w .:.. ... -: - •__""-_" ...,».....:. ?...Clt"°W1`IWF,"dAYlaL+A?m. OPT. ..-: .� 1 P� TPjTP TSI T�T�f 61)T' F a � ^minrrwcy"rorxart .. 1 r7pill TI1�w Ff1 i w .w.......,, -,...•.,....e..».:.r.»+..".+.-..w.•-.w..-......ww.. 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DIRECTION 0. SEE ARCH DWGS FOR SLOPE ORECTION 40'- � LLH (TYP) I _ —__ _ sm — �El 156' Or ------\ T F COI. COVER BY a 156-4 T,":•ARAPET_� 3 ,., SIGN IIANUi. _.__.____.. . .._._._.......__._........ S EL 1s6'-2 1 'JOIST NG HIGH o E a 154'-2'JOIST We LOIN EL 15S'-0'JOIST M LOW e �T/ St0T1 ERAIE & DTA IEAM +.... SEE SIG111 war. DK& _-- •--' 6 SHT 5-11.1 � t r � fl TOP CHORD 006 PITCHED UNDE.R6Lum ' z JOIST C _ _ I ' ( _SEE ' a 141'-10' L d . ad _ ._.__-I I ~-?-HSS 16x8�d�j I I • .r N«Y'" ft ' /k F,sow to Mit now Vo MAI ROOF KAY mem joR 06158 a VARIES ob T/ STEEL _, _-._....... - �_ _ __._..._ Q la JOIST BYOBILLBOARD (� �) nI v rp �— JOIST BEYOID I SLAB EDGE Q JOIST BEYOND �' El Y (SEE PIAN) NOTCH SLAB EDGE BENT R BENT t i ( I O SEE PLAN) SEE = IIMW. OWLS. 2' FOR BILLBOARD CHANNEL Y e-11i 18'-0' OUT TO OUT'­ k COORDINATE ALL DIMENSIONS w/ I � 5'-3' ESCALATOR ' 9► � n MANUFACTURER (TYP) O 41ST EIRENS10N5 �. (SE PIAN) Q W2455 t 4' STIFaNER--- 1 1112455 i I[ SEE ARCH DIGS JOIST (SEE PUN) � I1/SLAB fOR LOCAilONSf 2 1 &1O I TAM \ (BEYOND) o _T/SLAB x ----- - a 11_2 Ir JOIST BRG i -_- -------------- ---- 1 I ob I I EL IIS-Ir 4 T/ CANOPY I 1/4 BENT t rc�ycayb+ty 000 d w LwAwd EL 112'-10' � as \ 1+dnax. xMMe.mW arAO Ge 00*Ae+d entre oL and mdwo"d T BEAM 1/4 BENT R COORDIVATE SIGN LOCATION BETWEEN EDGE OF _.____..__ A SITE w/ARCH DIM Lp w d ano . 9-9 I _ __.._._.._... C4,t„aQ.Tmwt)Da•Swart'�) BIIIBOAl10 CHANEL AND EDGE OF ESCALATOR. i I FIELD MEASURE AFTER ESCALATOR 5 INSTALLED. I - L3x3AII w/2-,jO - - i I HD'D STUDS ............_........._ (Typ) I I Z v ..__. T/sue .. EL lar-o• � ! ........... . TAM 30 I dw — T/S<AB N► -_-- GRABEEEAM (SELDEE ANDLL ~ N �� SCHEDULE) COORD. ESCALATOR PIT LOCATION W W/ARCH. DRWGS. AND ESCALATOR D PIER MANUFACTURER DRILLE (GRADE BEAM BEYOUND). (SF4 PLAN I DRILLED PIER �- DRILLED PIER SHELL PERMIT 9 (SEE PLAN AND (SEE PIAN AND 5ET SCHEDULE) SEE ARCH. 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COLUMN c�, .nro.r+eY a"Lower WAm Ide"o mw u,e �pw eve C� al o-n.W.&w Mr BRACED FRAME ELEVATION y-- — Ole `� '°ow I�d1wd and UnAwda Gens CaftvW.Team 06 *w"Gaoml 3 SECTION i ALONG LINE "L.3" AND 115011 hn'oxwedwAvww.erw+bMY �,J zholw an""Off raw -9. I SCALE: 11411 — 1' -9. 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STIFFENER iE — _ _ _ _ i _-_.. _ c 1/2' STIFFENER t �'•-►.. � ==� _ SFE ARCH RWGS Lo SFE _ _ SEE ARCH DOM BULLETIN /3 FOR LOCATIONS 1/4 FOR LOCATUIS 1/4 X1012 1 FOR LOCA110N5 - �_ ® 03-12-07 _- • T �_ 03-27-07 U, I Ws 1 FARL+I xSIDES OF -`-� ® BULLETIN 7 O I f INS OE EI o"•Rs NEW C UT 80110M - _ \ i - P %x6x0'-10' w/ (2) \�- CHM F� PROVN)E 1/4 R TOP -/ OVER BEAM (SEE RAM) I \ RE WELDED ;fi O4*0 HOLES AND (2A325 BENT�� N AND BOTTOM OF �_ t 3/4x6xt'-0' L� e 3/4x6 t(TMP) - I \ -JOIST OMLOER NOTE: DO NOT WELD J01ST CINDER BOLTS ?.4 --- -- -- - ------ - -- Q BENT t FOR B 1/4 (SEE PLAN) \--- R 1/2x10 n a ATTACHMEW TO BENT t BOTT CHORD TO STABILIZER t I \ T GILDER L-\ - - 4` (SEE PLAN) -- -- +IILLBOARD CHANNEL 24' WE: DO N01 MELD JOIST GILDER _ SCALE: � _J BOTT CHORD r0 STABIl11ER t `� 1/2' STABIIZER R AS NOTED � I 1°-y-�/ti• _�/�_- - 4 SECTION -~ SECTIONS CL SECTION A DETAI L 5-9. ! _ 2 SC;ALE: 3/4'' I ' CL _ -9. I 5CALE: 3/4" _ 1 ' _9 1 5CALE: 3/4" = 1 ' BDETA I L nj -9- ' SCALE: 3/411 = 11 441, 53 5-901P „.•.... ,n• i 1"1 4 IffI1111111 Jill LI134M. �. •=Y. `I i 7 ,I A �1 ` .,u-..-:.._ ....,..._.<.... ..-•,..e.,,....a..._ef.,,., ,... .,.--....,.we.-..+h-J.ra..o....rrr...rvr.r•Irra..•<s. I , . 5,. •..w.w...._.......:.-.+....'..r.>.....n....w.:..•...::..,,...ad...<.,,,.r,. n:,,,„,.----_._....... r..,,..._.'4,,..,....,..w.,•r .....uMlw ,. .s , ., . ullYl.r�►,...p,.:,,:..,-:.,a.aarwaay..a...a=w.n.v.•+:..a,,. .r... .r. r -. .. .::._•Y.+^0.'w.raV,a/MW xxs ...... _. :use••n•..me.w....,.rn.w.v,.+.:.y -..,-terror,a•-:ar+.w•+.r..-.enae....•...r-w,wn.•...o �:,' •'. •..ti„+.-.•.:so-,:., .. r .a. V i II I I MK TACE e' CMI 2x12 NSS&4x1 4 - Q Irsex4xic E / 2012 1/47 _ wJalae II I I i 1x4 CEOSt1RE t (FIEW STAU AFTER ESSCALATOR FWWIE I-3/16•x5•x5'-3• II II INSTALLATION) I IAw SHY t KID TO N G ' KM w/ 1/4 FILLETII EDGE Of ESCALATOR 1 - -- - - - - - - — - - . I I 212 EACH IONC EGfIE I I �--6' lirM1E BEARING SEAT I • N I _ - EDGE OF SLAB - I Llxlxl/4 i - - -- - \ - - x BOE Gtr COOR061ATE L=TION w/ARCH I) - 16 BENT P r/1/�'•x1'-e- DBA — - DOGS ! ESCALATOR WINIFACTURER ( 6f1 II c/c - �' I II (SEE PIAN) 1/4 - BASE t SEE FTG ! COL SCHEMLE 3,- I II b• R N II SHT S-0.0 - T 12' .� N 5'-3- CLEARa` � • r��• ;o `O E LBx6xl r/lj-• Q I w24xM DETAIL •fe' c/c Lexex� ��-.xl•-6-- y A DBA 016 c/c 'o. SCALE: 3/4N = 1 /3Q 02406 " ql ,•_y SHIM AS REWO � -g. 4r"- I iE SEE SHT 5-2.0 SEE SHT 5-2.0 — HSSex4x�i a I�ssexax'•, — `� p DETAIL F DETAIL , ,��•�ra -'0- SCALE: 3/4" = I ' '° SCALE: 3/4" = 1 ' -- �"==40 we s pvwgM N•y�.'q/�� k ym J W MI�.t•a I /eE/Y I mem�obY 06 158 - TS4x4x% MISbE FACE a CM! \ I Q HSSBx4rA N TK ii 1 4 3 q JOIST OAOER (SEE PIAN) O II I Ln JOIST 2• �- (SEE f 0• � I o 2 IIS 1/4 J _I — - - -- -- - - - - -- _ r .. I 0 1 - I --- - ! 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EACH SIDE3// 8 VAS•MN i--E COl DETAIL E S-11.0 (SEE PLAN) )/4' GUSSET t - I _ C \O� 6� 3� - - I _ I \ WP EO E0 HSSSx3xii ( HSSox3xl� • --- 2' C At is A2 ONLY) / T/FTG. t M06T BEAM � J �i• GUSSET if to DECK (SEE PLAN] MAM --., �' ( per) + PROTIDE OM40ML BRACES KTIIEEN 0 1 4 _ 29 r i JOISTS %oponwG MOIST BEAMS 1/4 0 b bt%E t I -- ETAIL F S-1 I.0__ I f`�1 — '`'L --- - - --- � I ISEE COIUMi SM ) 1,.!A, Y4x4r4 t WASHER I (SHT S-1.0) 1, ) •1 X36 fi �PWT) rr,� S ECTI O N - D ETA I L JdEJOE .t HOIST sEAti 5CALE: 1/2" = I ' I I ' 5CALE: /4" = I ' DATE 3 16 (SE TYP E PLAN) / � NSSS■3.3A SLffw _/ 3/16 DETAIL 0 S-11.0 w irr cQ 00 NOR mo TO MSSir4I � �4.�3 1/2 — - --- - - --- -- - -- ----- - —_ - _ _-- _ -__- _- -- - -_- -- - � I C O + 1/2• Guss�T � � � E ' E I 3 ( I 1'- 16jc/c I I E/16 L4x3x)6 xCONT 1'-0- MIN (SEE FLM)6' DBA O 1/1 6' MT EA j� . E �j I I I SIDE 1/4 V6- W , 4- cc DBL C. 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UNIT CURB O 4• -- COOf10MrrpT BOLT LOCATION (NOT REOUIRED IF TAPERED TO CHANNEL W/(5)-HILTI V) Wo BOLTS (TYP,) */JoST CMIOER MEN" d CURBS ARE PROVIDED) #12-24 SELF DRILLING R ANGLE I SEAT a SCREWS (TYP, O EA. SIDE) •E�JS?.o - C6x8.2 CONT. KAM (SEE PLAN) M ftm /b..M M WIN. ANCHORAGE P's TO BE -- - nepr,.e nOwN OopMM a we tde 44 1'-0', SEE MFG. DM. d nr utae WOW Drab Ge-wa Cvwkk-1 to/vdru. fMdile,aN Alb"it tO*lit One endo F NUMBER AND LOCATION AUGN STIFF t rpum a t"°-'•^e i1siioee"" 'v 3-1 16' ---�--- � •/BDTT OF K Fw N%a.vwkAm m uw' 3/ W I - low"wd I raw*GNo 1 - 0 1/4 ---wP C*KW Teva Pell 91o+tq Goow /� Aw ro xqe d rat m4ft"F §bdty 1 /.a - fIVOn m un rM^adb.WWAWAO, R 4.6x0'-6' M1(4)%-W' L REINFORCEMENT REO-D. HSS8x3*% - 5/16 • IID'D STUDS (4 GAGE) NP}-- WHEN GREATER THAN 6' 2 EACH SIDE EA 1 6' MIN Z Q SIDE 5/16 5' MIN _ Q <[ I-D 'max I —EDGE OF SLAB USE CAUTION WHEN WELDING AS NOT TO DAMAGE JOIST. 1 2- 3 V / t z � � - 1/4 3 1/Y I � •Q � s 1/4 3 1/I' _ ± �' TYP. ROOFTOP MECH . E DETA I L L4x3x4 ■CONT N h II UNIT CU=R B 5LI PPORT5 5CALE: 3/4 D6x0'-6' sr(4)4'ox3' [/X 16 c% "O STUDS (4GAGE) SCALE: 3/4" I ' EL 100'--0' c T/SLAB -- SHELL PERMIT I 4- SET -L3x3x4 a ® 1 1,11 5/06 9 SECTION R HSS6x3x4 -- Q HSSax3pA - REV. DATE 2 , (� Hssa■3x • BULLETIN LLETIN 3 IE fix 12 R )W 2 ' 5CALE: 112" = I ' COI. Al AI A2 ONLY) - 03-12-0? BULLETIN 05 03-20-07 5/16 14' MAI l 1 4 6' MMI ® BULLETIN /7 ® 5/16 14"MM p �-'ter 1/4 C MMI 03-27-07 q HSS8x3w% HSS6x3xli - ^ Y r (F! HSSBX344 • O COL. At A A2 ONLY) \ - O 1/4 1/1 � SCALE: J 1/4 � 1/,-V VVV AS NO'T'ED SECTION SECTIONS 4 5ECTI0_N _ I • 5CALE: I " = 1 , I I 5CALE: I ' — f ' DETAI L F DETAI L / ' ' SCALE: 3/4" s-" SCALE: 3 4" — I ' I I 1 t • - w+rr =y.:Owruywma.r:.;m� .,....�....w.i..w,+w..v...,-..:,,,�:., .... .,� ., . ��� "��•� 't✓4;wA,a' °",�w't".n,., � rM- .,:.ya..n^ ,.. ryM�R�.wRf'.,..,y v lei I'll 2 ♦ r _. I r :. I,.�r , �.p.. - - �.!+lerR++�r ,... 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STUD � I . e 12 SELF-DRIILMIG 1/4 3 E scREws (TYP.) 1/4 3 STUD (TYP) 3 SECTION 4 SECTI�N _ HSS3x3vA "- SCALE: NOT TO SCALE -'2- SCALE: NOT TO SCALE 1/4 3 1/2• — 1/4 31/2' 1/4 1/4 /- IIC7x19.1 1/4 // T/SIAB R %xx6xO'-t 0- w/(4)%'4x3- �•r-+•� °^nd•dne'' HD'D STUDS (4' CAGE) woo srhM4,ad.ataa dr m�bte ale artro spte,a storm aM ft*fe-A!d a^I' r-twme ro Tw"rd Cmeacw a tYsa 362S 125-43(33KSI) TRACK RUNNER �.ora r.�..e� —'�'--•s• .,r—. •. �• l,isc.andl,donr+caror Ca*scml taut ID.*b S1ort.y Gdod+! Aw no sa/ of-04 NW&mvoft4aay #0.o tM M N.I WW,&A- I 362St62-43(33KSI) z O STUDSGIG- c/c (T7P.-U.N.O.) I O Q z O a i T/TUBE STEEL aC ! 2 A ELEVATION � SCALE: 112" = 1 ' ~ 1 i SHELL PERMIT R •,, SET I LI I/15/06 EMBED PL Wxt2'xt'-0' — I REV. DATE /(4stuDS(8-GAGE) � Tx31�•dfi'xo'-1o' (LLH) MD � BULLETIN 03 O (TR) I 2L-3x3xWe \ TYR 03-12-07 ( ) ® BULLETIN 05 03-20-07 t3 I F.F.E. Q c o I I Typ K 3 E0. SPACES I -- JOIST BEAM A —_---- a U) 17' 10Y- (SEE PLAN) (SEE PALN SCALE: r AS NOTED ELEVATION p DETAI L SECTIONS AT PUTTING WALL � B — -��.0 SCALE: 3/4" = I ' 2 -' 2 SCALE: NOT TO SCALE Ll N 53 15- 12 . '11041111,on .1"llsollno,willr �r taaa•- , vnr.M..�tAs rrna.. 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J ! + f I I I I r I I I I 1 i I I I I I 1 I I I I I i I I I I I 1 I I I i i I I I I I 1 I I I I i I I I i I I I i I i ,440PN 'c', G F� ' � P 1 I 1 I i 1 I I I GON II , JOE c. � I I 1 I ; i I I I I I I I i °Q F+ E r I I ....... ...._...... ...._ �••••: _...._.c.._nvwo..0•,_.� ,.u......uuu,uu,w _,. J,� — (� I � fu � •W31 01113' _ ft_ iM a..y of Ulo aelr Mows n Tw Cw wstel.WWK �P Actl-.cw,-q w ur of tM %rte _. u.. 58 I I mm 061 1 I .l I I I A I_ to �................. I , ,113' i ""' �••f�.______._._.I ,.i.� ._. I iii I I �L1�--.«.._.._.__.... i IJ , 1T _. __.._.__...._......_.«......... - .:.,III!'Ifr.:•T—.:.:YEA-::.:.,�IIIv�.:'�T�E::::1llllm,:':•.,MIR::'R ..�.,,111�""..,�A!^. ...«._yr».... :... 1 Li I I I it 7.7 I I I I I �. 5 3.41 ...... .. I.._ .._ .... ... ._. ._ ... ... A • M,urk.mMenn+.rd witemI ekl+n N t I t 1. USE S rSF MAX. LATERAL LOAD ON INTERIOR WALLS. pr a nr� wftkmtd I I ' ► .1_a.. t I .e�,A�f.�„ ,. 2. ALLOWABLE INTERIOR STUD WALL DEFLECTION - L 240. .e*owNt my d the Uftlora*#m / /•^. ; I _ .___._ ,^... _ ._ ...__. __._.. .____.. _...__ ____` la•dbrM Gtrrrr Q.+trMa)to pllrcn»e. ___._....._.. I I awe r,o I�tall tt,e rd acre ..__. ,_ __._.._._._.,,.. _al-�"..«..'^-._••�:.-auet¢:_�•saluc-::uluwr. _..rpmureamac•_ «, / ___ _• _- __.._: <: :_._,.,....ry �..,. _.:�::......+�-_ :_J::... .._... _ _ ._ ..._... :•� 3. COOS i11NA1 F W/ARCH. DINGS. FOR INTERIOR WALL STUDS. et��Jnr , xnr I � .... _•.«:�. ._......_...._._«._.._..«_..._. .._.._ .....__._......._......... .........___.....«_...«._..... ..«,«.. ....«..«...._..... .,__. ...._ _.... _ ,' rrklence to Gellar corL.aa+n plc m� ..._..._......... __ _« _ 7 "14 Or vwx wft.*tae refers to tee u� + �: ....,' —._...^s. 2 9 �d trtewe„a 1.,ao.ts cr*e+r Catm-W Tewc IDlcci'e yyort^q Goodki If�f 1 2•.� _...._..____._.........._____...._....._.._ __..._........«..._..._._.__...._.._. _._.._.__...._...,. ._.......___.___....._._...__._...._......_'__.__ ......__._......_..____.___ .._..._.«... Aero zone of cork rwa � '`•--- '- •::- , flo+n nn tM►k*I rdbr eper.•Iunorl I 1 I - wti� WALL LEGEND � I 1 •w1•- ' z I •W3• IL -• V. 20 GA, METAL STUDS SPACED Al � o____... _..�.««__«.....,...__.__._.__......__.._._.....__...�_.._.. ____...._«. ._......_..___...._.__._._..._...._.._...__._....._.«__...._._ I 16` C/C (MAX.) EXTEND STUD TO BOTTOM MI STRUCTURE ABOVE. BRACE AT t3 E O - 1114• 1 MID-HEIGHT OF STUD TO A` EXTERIOR T Q _.__..__.._ _._._.__.__ ___ _ ..._.__._...__.__...._. _____._.____ ._ .. __...... .__. _..._._. _.___ .__.._.._......__._.___.......... _._.«_.___. _.._..._.._._...._._.-« . _ _.__ i �- ___....._.....,_....,«. _ __..._...._.. .._._._,..-«_ ........._._ __ .________ ... .._... .._ STUD. SEE DETAIL 1/S1,3. -- . I I I Q w 2 I I ............ _..I__ _ _ . ._ .............. _.. / .... ._..... _......_.,_. ._........_.___..._._ �'• 20 GA. METAL STUDS SPACED AT r• W3 16' C/C (MAX.) EXTEND STUD TO BOTTOM - / ( OF STRUCTURE ABOVE. BRACE AT MID—HEIGHT OF STUD. SEE DETAIL __....._. I I 2/S1.3. _...... W3u W3 N Sh1E PtIT _ A`. 20 GA. METAL STUDS SPACED AT LSET f 16 C/CEXTEND STUD TO BOTTOM :a..::: (MAX.)( ) E D n -- -- �� - _._._... i ( OF STRUCTURE ABOVE. BRACE WITH I S/ 6 _ 'wl• l_ I I I t I �...W............._.....:... DATE STUD)KICKERON STOCK SIZE zROOM SIDE ONLY.WAIL 1/15/06 O" I I PLACE KICKERS TO AVOID ANY _.. A -.. _ .... ....... _.__._.«._...__._._.. ___«_... ___.__ _..__...._......__.__. STUD ,•� U U I -_::�� �•`=�-�1 I----- / I ,i I I __ • � LENGTH a t7'-O`. X10 _, BULLETIN E ._..._..____..._..__.«,_.._..,..___.«.._., _.......... Y� 11 �• •• _ AL STUDS SPACED AT 16 GA. MET 0 16`•C/C (MAX.) C� +I» I / V ...•�".. .M.. , e ki _..._._.....«...._........._..._..--.«. ....__.« /1- -- �- -�- �- City of F;Qard 0 - N v d Plans �/�� RECEIUEU fh.atl NCN.`H fK:':'IOv NOM1 11' I - ! 'h`G < ,�4++•i+ _T I+L' U1•n CI I r I 1 I 1 I U F' Z - CITY OF i I(�HNU SCALE: � C2.� eU�LDlrar rnlll�ln� � I ,,) !-� •� I nFFICE COPY 32"- 1'-0' I I NTERIOR l STUD WALLS ...1_ ,,. • rv�, UD WALLS SEC5 ( � 5CALE:3 2 _ FLOOR � A ) f'A � �.�; (\e.h) ( c ) (c. I� ( p� ( f�- ) i�:.� ..fFl �••�;> �'•H ,l ; yl-,� /3 I -011v � • t ... .. � .x-fhP mryf i •l.+IeNa/ - .. ..- ... _._,_. _. ... a.,aor+lkaorvl +rrn nq r.. :� !¢ .•+`+M.A„: • r A , n . I 1' 4 • ' I I 1 �I�r�-rl I l r� 1►�Y�l! t �� q, .. .- ., .. .,._ -..s..._.....,.,.,.;".,... .ww ......�..-.......... .. _.......n,.....www.n..,...,rw�.r.-s....rn.....+�...•...–..-n.._«...wlrlr s�.r'.ac.+.r+rl+..rr�.�lr.►rr...'......r,.-+...s..wnlr.•.w+n.++r,�.�+..,.s+.svlasr....–.riwa..nwww.rw.f.'a.�,.w..+•I�r-a.�rr'a,...._••r. -�.�.�Yw�..w:rrw+.....,wrw., .. � . w.•.r+•b�wc'...r.M.lsl.w,e r..r'.+w,tw•,�+r,wv.,rw a-M.cP�'wi►:...,pyulOw.rsr.nv.rwie...c-':n•"�'I. �► _ �s�.�.-..Mrwr+-+rw.w.ur+•.V!•.�wsr._-...�-.......r..-..... _�_--,.,..._�: _ _.._. ..�._. .- ,.w.m.. ....cn.a'Mrlppl�MwM�Ma�.M��r.�ww,wsa'. wiMlwlMwOM..�.Y� t MWAM. �gtaiNrsw�rwrvv..rvwr.+ra�.avmul - _ x' l,^ k4 1 4;- I p.. w J. .�.. _L.. 1 Cts I 1 I •� {{ I i I i I . _ SCREWS ( ) DRILLING - - 3% . 20 GA. METAL STUDS _ . .. I TYP. _ � ....... ... �..._.._.._ } _. _ .... _ ._ ... iiL�7 20 GA. METAL STUD BRACE. PLACE AT MND-HEIGHT OF VERT. �' 1 _ ....._.. .._ _............ :•_ ::_ -c: .. . . _.:: .. .......___ ._ ._ ... ......_ .._ _.......... _.__._ .._ __..._.__... .._ ._. _ ..... _ 1. -_.-_ - I y1i• METAL STUDS. _.....____._. __ ______._ _ __. _ __ _ _. _ - _. __. ____.. - -_. _. _. _ SEE PUN AND SECTIONS D PROFESS I I __.....,.........._.._ t t t C,I N 5ECTIOr AT W I FF z I INTERIOR STUD WALL 3' I I "I ' SCALE: 3/4•- 1' 0 M r 1439 i 1 _\ 1 L�Ah-- __._� _ _ - _ .__ ._ 1 — - -----1- - r- I I I T ......... . ..._ I t'\�:� •A w� I � Z 1 I 3% 20 GA. METAL STUDS LA a • II I I ( I - —16 GA. CLIP ANGLE E Fv I I ELEVATOR SHAFT WALL - rill, � 010 (MIN.) SELF-DRILLING i TYP. =-=F% 7 =7:7 „REws -_ - • I I I I i I �.. ..... I, 5ECTION AT 'W2' 2 INTERIOR STUD WALL �^ I E i 1743' _...__.___._.__._-_..... 5CALE: I -- Fes, y ._.........«._L.......__._..»........««». ....._.....«..... Tb~4 at/tow A",b.:» Ow,y tr d OW aweu Toe '.-• I I ti•r•a.9fe�.a•ry•y a w d 4•. _ - ___..__. _...__..__._ ..__.___.. 1..:..__._....__.__.___ ___._._____..__.__..._........ _._.. "%' m o4 061 8 w�9 —. _•--- •• .�..•---•..--._.-Y-- i. :tmB91 : t AGt4lhit"f '&"ORdNRftuFJ:7:1lTfiR4Rd'4+AfIIAiw7Rliil(7�itTQllilkj"Afliiib5E?`iiiiiiti!i:::7: i•uiidr'i m:u":iT:iRI7ETii(rl �I I ,^•'•----•••••• I m I O too 'w401 ' IFc::W.. .� _..._ / / _ ._ ...... _ _... .__...... .......:.... _.,..._.. _. _ ...........' ......._... _ -_- - - _.....::.... ....:'_ _. T:� ^�_..._ . .................._._.. ._..... a .. I I I I I I I I I I i i I I I l.._'--_.«_...._........................... •� • ca ........... __.. ... . .... ::-::':: : mss: I At.a. ••tent,,e n �---- •w4• 1. USE S PSF MAX. LITERAL LOAD ON INTERIOR WALLS. I i � i........._._.I_...... ....•- ..-=• . ._ .... ._. ...• ..._.._...___•c:.3...__._.._�.-•cc:z:^."rs:�.• -.c":..__.... ...«_.. I I I I I ulne rve.w`f�Ik�Gan rrmby r - •• - I rekr[rrld wtwi u�avice a the sde i /a 2. ALLOWABLE INTERIOR SPUD WALL DEFLECTION - L/240. 'pO b*y°' L"�d Y�n.c..d:Mw urn�•.•ae.e,�. I 3. COC�DINATE W/ARCH. DWGS. FOR INTERKIR Wl4.l STUDS. a +s Mr __.. _.«... _. ._...__._.... _...._ _ _ _. Ldntmal n eh �..•i _._-- �.-..._.__,..,.- - ' _-.�..�...,--...•.....:...__._._ .._. .._ ._._... _... ... ._...._ .._.__ _._._....._...__ ._._.. ....._ __.........._....._ ..._ ._._.._.. .... _ .r... M ...... ........:.. •,' tandad ad Lrr•o•dS C+en jl --..� Contractor.TevR(DrJ:S SpR•y Goanr,l 4 (',,. i t `r ` / / i• ....1....._- _ hn no save cl.0%oda resommeb/Ry .1 �NN , so~a:th5 M rdla soea rita- C`if r �` WALL LEGEND 1 W1 N. 20 GA. METAL STUDS SPACED AT Q � VI 'W3' 16 C/C (MAX.) EXTEND STUD TO BOTTOM S C 9w1' 'W1' OF STPUCTURE ABOVE. BRACE AT O MID-HEIGHT OF STUD TO 8' EXTERIOR STUD. SEE DETAIL. 1/S1.3. V , M � ...._..... __._. ___. _ g ( 2 l __ ____._ _ _._ ..... ... __..---._.._......_. -_. ..____..__.__-. _ _._.___. _ ____.____.__. 3i�', 20 GA. METAL STUDS SPACED AT `•_. __ _ I I 16" C/C (MAX.) EXTEND STUD TO BOTTOM F— OF STRUCTURE ABOVE. BRACE AT J MID-HEIGHT OF STUD. SEE DETAIL t I 2/S 1.3. - Icoi _..........«»._....._____.........._.....-«_... _. _..._"..._»_.._.... - W3 511E .T LL PERM' TUDS W3' - _.t . -..- _...____ _ _._..__...._ ._ __ I _ »« __»_ I .3 1166- C/C (MAX.)METAL --- j II - EXTEND STUD TO BOTTOM _— E E ED AT �� } t ( `'1 ;:, `�..•. OF STRUCTURE ABOVE. BRACE WITH }" C- w.e 'w1 'h' �" I KICKERS (SAME SIZE AND GAGE AS WALL 1 1/15/06 F I I STUD) ON STOCK ROOM SIDE ONLY. ........_ .... .._...... ..... I C�:� --..�-..��:-• III .._..«................_«. �:..� .__ PLACE KICKERS TO AVOID ANY / - I I _._.. ._._.«_ __._ _._._........_- _ .__.....__ _......__._......__.................._..._.__..__.__... _ MAX. LIPPORTED STUD REV. DATE _..._...._.........._....... ___........_..........._...._... ............................... ..._........ ......... __.1� .____._ ......,1........... . .... INTERFERENCE. UNSUPPORTED 1 _ _. _..._.._..__..... _ __ _....... __ - — _._..__.........._.._. _..... n _ _.... _..._ LENGTH 17 _._._ ....._ . _...__ .... ... .. I ENG 0'. ................ "�-....•, //'''�".' _. ..._..._»_ .._. ....__.._... .. _..._.. _ _ _. _«._._............ .... _.____.... .. ..."..._..._ ...I ...........«....._.._«. ..... L........_.._..._._. ........ ..... !..__._................ ._. ....1._.. .._...... .. .._ ._. __»._.._ h I « _ .... .. .. ........._......_I..•..._._.. .........._.,.-.»._......_......__..__... .._.... .. 1 j ' r� 7. �._ _.. T.._ I.... ; • , " -FT 11 iT; . 1.. 1 -l- w4 09-19-07 ....._ r�tl _ _._. -.11L__. _.a..._._..._._._.___.�,� _..__.__. _..._..x.111 r_.____'______— __ _._._.r_._...r1�l.I..__._ T SPACED AT -- ._.._._..._._. _ ._ _.._....._. _ ._._.__.� I_ __. _ _ ._.__......_.._.. _ _ _ ..__._._...._ ._ _ ..�_ _ _ _ _.._-. -- •_--- -- _ __ .._....__..... _ _ _.__.__._... . ___._..._._ _ ._ _ _.. , 16 CA. METAL STUDS�. III I I I I I I ,�xne!eal^„•,,,,,, rm,� I _i'���Y I I I A 'C C (MAX.) L �i• I I 7 . Y - - Q 3/32tv 11-01 I I I I I i I I I I I �.._. ..•• �•� I I•. I I IgNV a; In t•kU.`yi'tr'Mrr t�'ll NTFRIOR STUD WALLS 9• .� � I �;� � ��L, ”:') I FIRST FLOOR g I TERIOR STUD WALLS N A: 5CALE:3/3 2"— 1 '-O" �raa.�Or.r+.._-_•_•-+— ._.•_ ....._....._.. ,.n..•w"'... �.. 1f�•y�+RW��wTrt•,M.h.•n. n a rawr.n�*`�.ff n.•'-�. .. 1 .Jo:4'.F f W (A.5) D) F G) TTrf 977117717r, "FYI"I rill XV 7-T I t, lWlll W1IU 6 • t L • �+ h .i ..... _w:a.•;...r,,.,,,...M:«. .. ,...:.._..x......,-.....anr...,,....,..�.. ... ....,:��«:,........,.............n...r,.....:........�..»............,.-.-....-..�,._,�........n. t` c. ,.. _....,-._ .- . .,.. ,..�....._,.., .•..,w•w,o,Fn:w.... _ .w«.frF:n...•.,..-,.-....rw....:-,....�.,v.,,.�.T.. n+ro,:" rsa.w�•_ •.s..,...w•-rr.er,•rewrwsww�.�..a...+.r+.--_er:.-.v........+�wwo...r,..,we...... �._ ._,o„v�..�. +w+r....�..u. ....w.:.rw.. .' "",__:. _ __' e/..+Yr•,rwww�YewaMw .Mrwarw+e*r•+NNr..rwM1Fl�.w+,a mllt•:.1�IF,air.wwrrllw�e/�.�w:wr.dw.«,�."«.••..: :- - .. .... :..s.__- - +MSM-•_.--_....r�_..�.. n+t.��-a..w.,e u�.a�:..su ,.eri'Vw�Mwi M�ln*4r•�Yr.�• - :.�........�p... _,a„r;•,..s_-..,�...'w.rrm•.......*,.nr•.,.w..,.....uar.-,.....;,_-n.a. , -.... ..,.wwu.. -r.._..._.:.._.... .., ,��srrsrwu�ne�Arcr�tMei'. _.,.Mraw.,r.:....�. r-+.•,ten. t+ ,, ly. ' «4 \ f of � A , 8. B r•� Cj D F E F G 7142 K .3 EXIT CORR. N I.C. E) NEW 2HR. RATED DIM(551NC-WALL ,A) DOCF.MAID DOOR - COMPACTOR DOOR. ExI�;TING WALL 10 REMAIN I i I 5 OCK _ I i►�.i I � I I I I )�I 06 � 3 3/4 2 6 11d' 1Q, I G 1,12 EX15TING BLOCK.WALL EY15TING COLUMN ,Ne: � y' ,� I I _ I 2 SCALE:3/8"= I '-0" � �,� H.C. CHG. RM. - I �) I I -•, I I� a`'� Sao �- I i � - � � •; I I I I GENERAL NOTES _ 1 �.-• I� '`v �r�� I I I CHG. �. IF WOOD BLOCKING I - c - 491-- C G 5 U5ED, THE G.C. TO U5E ONLY PRE55URE TREATED. _ I hKE RETARDANT ON EXTERIOR AND FIRF RETARDANT LUMBER A5 CALLED FOR IN TmE _ I m I'ECIFICATION5 UNDER WOOD BLOCKING SECTION lu 2, 5EE 5HEET A-2.0 4 A-2.1 FOR DIMEN51ON5 t LAYOUT OF A15LE5, PAD5, ETC. I 1 I I i I 3 DIMEN51ON5 ARE FROM FINISHED FACE TO FINI5HED FACE - NOMINAL 5" TYPICAL. L" I - TO VERT LOCATION OF WALKER 2 �j I ')FE 5HEET5 A- 12.0 THRU A- 12. 1 1 FOR INTERIOR DIMEN5ION5. h PRIOR O POURING 51AI3 �r N I 1 I I I I I I A in 1 3 0 u cc 5EE MPo t A,- - A 9 A-�A 4. VERIFY FIXTURE CLEARANCE REQUIREMENTS WITH FIXTURE VENDOR SHOP PUNS FOR o LOCATION OF I f I DRAWINGS PRIOR TO CON5TRUCTION. 7A _7 B E ("�O WALL HEATER I I I I A I ALL H.C. RAMP5 ARF LOCA`ED AT PUBLIC ENTRY ARtA5 OF BUILDING. 5EE A5-1 .0 • �*5'1 .5. - «� w� �r -- r« �� . �� w - w - - I F1 �F, LOCATIONS,G. FOR Q --- - -- ----.- - _ -- - .._ EXTENT OF BASE, TRIM BOARDS, 4 SLATWALL REFER TO INTERIOR F_LEVATIONS .00 If AND DETAILS ON 5HEET5 A-2.2 THRU A-2.3 AND A-12.0 THRU A-1 2..1 1 . O STOCK 7 PROVIDE METAL STUD TRACK SLIP CONNECTIONS ON ALL FULL HEIGHT PARTITIONS, - -_-- / m I I ® ,EE 5HEET A-9.3. y < 2 - -LLJ - "HC" INDICATE5 HANDICAPPED ACCF551 I ITY A 9 I � O n lti:+ i�) !a G) 10 � ( B L � i I 9 PAINT F-XP05ED PLUMBING LINES ABOVE PAINT BREAK LINE TO MATCH 5TRUCTURE, r 10 I A 5EE SHEET A-2.2/ 2.3. A I 21 16 2' I A-12.I 3 ® fj 10. COORDINATE BLOCKING WITH VENDOR N 1 , 5EE SHEET A-2.2/ 2.3. n» w rnrrh loon rd dw. Tb h - -- --- ,.who..rgyq w wr CO a. _ N I Q I I A 1 1 , ALL PLUMBING ACCESS LO ATI .na.......cc%" C UN5 SHALL BE COORDINATED WITH FIXTURE ° ""+ rj -- r•. C) ? - \� �•� _ DRAWINGS, RCP, AND DSG FIELU RCPRiSENTA"FIVE. K:.1."�+uwi.� � t_ 7 mem Job#Of 158 � FLOOR OUTLET°� --- �0KEYE D N OTES 1 • FINISH DRYWALL SCREWS AND JOINTS TO PROVIDE AN APPROPRIATE 5URFACE N I A 12.E I % j FOR MOUNTING WALLPAPEP.MURALS AND FOCAL5- LEVEL 5 FINISH. n A _ _ H.C. CHG. RM. CHG. RM. I ILn -- I • m I A-12•O � - + 2. APPROXIMATE LOCATIONS OF UNDER. FLOOR �VAi.f�ER DUCT" ARE SHOWN I I - , I I I M124A L .� A-12.2 I � ECh I VERIFY EXACT LOCATION WITH DICK:5 REPRESENTATIVE AND COORDINATE V.'1'n 0 ELECTRICAL CONTRACTOR - I AaoA I i I ,n I I 31 , 3. PROVIDE 3 5/8" BATT IN5ULATI0N !N ALI.WALLS AND CEILING OF THE MEN'S I 3, I I LEV. I I RESTROOM, WOMEN'S RESTROOM, LUNCH ROOM, STORE MANAGER'5 OFFICE, CASH - I I I i 3 33 Q ROOM, COUNT ROOM, DEPARTMENT MAN4GER'5 OFFICE, L.P. ROOM AND JANITOR'S -2 ROOM.(74 p I _ O � - - -- - 4. CHANGING ROOM5 M 126, 4 225 ARI` TO BF HANDICAP ACCESSIBLE FITTING I I I 7 I f - -- -- - ri -- ` -- - - - ROOMS, AND ARE TO HAVE 24" DEEP BENCH, 48"GRAB BAR ON WALL ON OPPOSITE 0 + 51DE FROM DOOR, AND MIRROR MOUNTED ON WALL ON OPP051TE 51DE FROM I I I A -' 2 I I I O CHG. RM. CHG. RM, I I BENCH. INSTALL ALL PER LOCAL CODE RfQUIEMENT5, ' I I - - / I� I -' I I �) I I I I 5. PROVIDE KEY BOX MOUNT PER OVVNER,5 P NTA I I 7RG. CONTPIOL POINT] VI RE RESE TIVE LOCATION. II VIPEO DASHED NTNG G. PROVIDE M015TUKE RE515TANT GYP. BOARD IN RE5TROOM5, JANITOR'S ROOM. A 6.0 I I ABOVr. NTNG �� I AND ALL POTENTIAL WET LOCATION5. I FLOOR OPENINGS I I I -- --- - - - - - 7. INDICATE5 LOCATION OF T.V. TOWERS, PROVIDED BY VENDOR N5. 5EE a i I (ABOVE), MAIN AISLE ..� �� ELECTRICAL FOR WIRING REG�UIREMENTS. 0 AND VESTIBULE s, .C. CH • RM. VI CANOPY ARE All �.} _ I I S. PROVIDE F.R.P. PLYWOOD BEHIND MOP SINK STOCKROOM 216 t STOCKROOM - I CHG, RM. HG, RM( I I 1 102. PLYWOOD TO EXTEND FROM FINISHED FLOOR TO BOVE TOP OF SINK _ SYhfMETRICaL aD0 ^ w '� �"' "� "� �- � - ��jj AND 12"ON EITHER SIDE. 3 I � I H.C. CHG• RM. r` I _ itV Of -ngard �r:"pwww'� so JILL_ 9. NOT USED 'e•�"�•w"ti•Vic� L- - - - I I A e Plans /'� 11/ Q h d°m Wldore(aWor 3 -- -- - ` -- -�- .�; --- - -- _-- / `- - a - -1 r E A_G I I 10. 5EE SHEET E-2.0 FOR DIMENSIONS OF FLOOR OL)4i� Date '7 .ate`�,r��.r"v` Amw Aw.wa*eohree"o nMes w a,e I -.. •- -_ I -- Irrbe rd Ldbivs rw�wr C2. I I ------ • DENOTE5 X-BRACING LOCATIONS .-.. c&twW Ter.« toler+5rrxe y rmwe,) ,2G: 129 I - - I a. . 1c>F: corY �,�� . q ze / I I I FLOOOR,pPCN NGSR� 7 I i z .� Wm A (ABOVE), MAIN AISLE, CORRI R I -- - I WALL LEGEND x A-10.0 I A-12.3 1 Q AND V TIBULE 4 I 2 I A9 I I CAVO ARC ALL I 0 I 2 I I c ; 5/8" GYP. BD. ON 8" (16 GA) METAL 5TUD5 16" O.C. en I I I 5YMM RICAL ABOUT - TH15 I5. I- ' BATT. INSULATION AND 3 5/8" BRICK, All? SPACE, Z / ) I AND 518" M. 5HEATHING ON EXTERIOR 51DE - FIRST Z O i FLOOR •- -M-- - - - - - - - - - - - �... 0 5TOCKI ' I F0- Q 0 SALfS 5/8" GYP. BD. ON 8" (16 GA) METAL STUDS ® 16"O.C. Z p[ O I I I I I W/ 6' BATT. INSULATION AND 2" E•1.F se WITH 5/6" EXT, ( � - - I - __ - - - _ - 2 I I I I i I SHEATHING ON EXTERIOR SIDE - SECOND FLOOR n OG SEE MPs,E Z - �7_ PLAN5 FOR A-7e4 I - CONC. RETAINING WALL TO GRADE. LOCATION OF !V T I I I A-7A WALL AI"ATER PWL AT STAIRS I ` 3 Wll "� / I IHR,• RATED WALL: 5/S"TYPE X GYP. BD. EACH SIDE OF TENANT v N SEE MPs,E I I -- ) s,CIVIL PLANS. I / FAIRS _ -- _ I I I 0 I -- 6" (20 IS METAL 5TUD5 @ I G' O.C. (UL 465) - IMPROVEMENT N PLANS FOR, -_ � I _ SEAL GYP. BD. TIGHT TO DECK LOCATION OF I ; � I � I I I 5 I -- ~ - __ WALL HEATER y AT STAIRS. -_ )I I LAY A WAY L.P. I I I I I 4 _ _ I , SET ' - - - -___: - - -- - .. - -• - 3/2G/07 ' I - I HR. RATED WALL: 5/8" TYPE X GYP. BD. EACH SIDE OF U. o ° ° - -` - -- - 6"(20 GA.) METAL 5TUD5 ® 16"O.C. (UL 465) - REV. DATE __ -------- -`-'---- 411111111111111; 2 ��Ul �i i i __LLI ° -------- ° ° I SEAL GYP. BD. TIGHT TO DECK BULL£iIN N2 _ - - - - - _ _ 3''4 9' S" - til' I c, G 10' 0' 6' 6; c, - - - 4� U - - - - - -- - "I W -� - - - - - - - L4, I� _ ..� .� 5-21-2007 1 0,0, I ! - 1 ( ] 79 s I4' " 5 4 U5 4" -� S \ 8 INTERIOR 5HAFT: I HR RATED (U i DESIGN No 1 L� F--- --- - 0 0 Z - ---- ` _ I U415-5Y9-TEM 'A') 5/8" GYP FD. (EXTERIOR SIDE) AND I" � `) ? - � - - - - - - - - - - - - - - I- _ _ _ -_. _.. -_ - - I - - - - - - - 1� I A `� `' TYPE 'X' GYPBD: LINER PANEL (INTERIOR 5IDE) ONG" (20 26' ; GA.) MTL. 'C-H' STUDS (U.N J.) ® 24"O.C. MAX. TO ----------- 22'-5j" z y ,. 19' � , METAL DECK ABOVE. f - 2 2 0a A-74) 3 '- - 2 HR. RATED WALL: (U.L. DE51GN No. U493) 2 LAYERS A 9,4 a a I • • • • �� 5/8"GYP. BD. ON EACH 51DE OF (20 GA) METAL STUDS - 4 - 3 5 ® 16" O.C. W/6" BATT. INSULATION 9.5 A 9 2 A 9.5 !1 H,! , 51M. SCALE: I I 2 A-9.a A-7.0 X-BRACING 3/32" = I '-O" 15t FLOOR PLAN - NOTE - I I I I RAN NORTH ry�piKTyoRT„ I I n `' " 15t. FLOOR � AND DIMEN�I NED - J PIAN - NOTED 5CALE:3/32'= I '-0" -- 31 6" d4'-o' 31'-6' �a-(r _ 31'-6" 32'-6" 82+-0" 27-8k S_0�• NOTE: ALSO REFER TO ENLARGED FLOOR PLANS, INTERIOR 5;1"ET5 4 A-9.0 SHEETS FOR AND -- DIMENSIONED N -- - - WALL 51ZE5 4 SECTION TAGS A A.5 B (L Is DD F F OG f1 J L.3 2 �f 3 A- so E -r• .L : ttttt7•ff���r�r���� M!A! a. Tr I It T 1 - ' 1 :tt h w, r i 'R ;ear, C, G. -2- J. A-6.I 2 A b.0 A-12.6 I » I . _ �.. �� Imo- , - - _ - I I I I I r , I I I I I I I I Z'N TO LOW GENERAL NOTES I 1F WOOD BLOCKING 15 USED, THE G.C. TO USE ONLY PRESSURE TREATED. - �� f IRE RETARDANT ON EXTERIOR AND FIRE-RETARDANT LUMBER A5 CALLED FOR IN THE ,PCCIFICATION5 UNDER WOOD BLOCKING SECTION 2. SEE SHEET A-2.0 4 A-2. 1 FOR DIMEN51ON5 4 LAYOUT OF AISLES, PADS, ETC, 1. g _ 3 I i + I 7A I Al" I I I S DIMENSIONS ARE FROM FINISHED FACE TO FINISHED FACE NOMINAL -� I rPiCAL � 2 1 �� `)I'E SHEETS A-12.0 THRU A-12 1 1 FOR INTERIOR DIMEN51ON AQ5 A �� '� � 9 A-10 I 1 li ry + y h, 'j, LA 4. VERIFY FIXTURE CLEARANCt REQUIREMENTS WITH FIXTURE VENDOR SHOP 6 _ _ r DRAWING5 PRIOR TO CONSTRUCTION. I 5. ALL H C. RAMP5 ARE LOCATED AT PUBLIC ENTRY AREAS OF BUILDING. 5EE A5- 1 Mr FOR. LOCATIONS. I T C 5.8 I ITTING TER " I I G. FOR EXTENT OF BASE, TRIM BOARDS, 4 5LATWALL REFER TO INTERIOR ELEVATIONS to �{ I ;;i I SIMULATOR ��STOCKi I I I I i ( I I AND DETAILS ON SHEETS A-2.2 THRU A-2.3 AND A-12.0 THRU A-12.1 I . o - ii it I I Z 7. PROVIDE METAL STUD TRACK 5LIf CONNECTIONS ON ALL FULL HEIGHT PAR'ITION5. ~ N I F :y( ' { A-79 �� ii I I SEE SHEET A-9.3, Nall 8. INC' INDICATES HANDICAPPED ACCES5101LITY 3 I STAIRS � I _ I II -- I A 9.5 f 9. PAINT EXPOSED PLUMBING LINES ABOVE PAINT BREAK, LINE TO MATCH STRUCTURE, E p.a 2 , ,., I I I I SEE SHEET A-2.2/ 2.3- A 9 5i II 10. COORDINATE gLOCKJNG WITtr VENDOR M I , SEE SHEET A-2.2/ 2.3. I I ✓r�w""W d ue.aua rw F II - - I cj I I . ALL PLUMBING ACCESS LOCATIONS SHAH BE COORDINATED WITH FIXTURE ""''"� ow uow"" L SHOE STOCK ""xx°`"" *�°�• �^"^"�� DRAWINGS, RCP, AND DSG FIELD REPRESENTATIVE. N�bkw� ELEC. RM. I mjmJMbN06158 I 4 I I I I I �T K 2 ELEV. �. _ _ _ _ _ _ _ _ _ _ _ �" _ _ _ _ A,2 � KEYEC� NOTES 235 1 . FINISH DRYWALL SCREWS AND JOINT5 TO PROVIDE AN APPROFRIATE SURFACE cV " + I I I A I I I FOR MOUNTING WALLPAPER MURALS AND FOCAL5- LEVEL 5 FINISH, t I A A-12.6 � L�JNCH RM.mmmn i I I I I II I I I FJVOAJ I ' EFT, MG ° I � I 2. APPROXIMATE LOCATIONS OF UNDER FLOOR"WALKER DUCT" ARE SHOWN ® I I �_.. A VERIFY EXACT LOCATION WITH DICK'5 REPRESENTATIVE AND COORDINATE WITH i` a I O.I ,A5H RM• -12 10 ELECTRICAL CONTRACTOR t!7 3 3. PROVIDE 3 5/8 BATT INSULATION IN ALL WALL5 AND CEILING OF THE MEN'S =pI N IQN INDITE EDGc- - _ Z- _ - - - - I cm ®- I TORE' RESTROOM, WOMENS RESTROOM, LUNCH ROOM, STORE MANAGER'S OFFICE, CASH - - - _ I CSU . 3 RSM, COUNT ROOM, DEPARTMENT MANAGER'S OFFICE, L.P. ROOM AND JANITOR'S M. O O FLOOR�C+RNING /CO M,M, + 6 4. CHANGING ROOMS N 126, 4 225 ARE TO BE HANDICAP ACCE551BLE FITTING O i I I i i I r _ ROOMS, AND ARE TO HAVE 24"DEEP BENCH, 48"GRAB BAR ON WALL ON OPPOSITE i � I I � I oz r r � I _ SIDE FROM DOOR, AND MIRROR MOUNTED ON WALL ON OPPOSITE 51DE FROM --fi - - - - - _ o. °y' BENCH. INSTALL ALL PER LOCAL CODE REQUIEMENT5. I (.--- _ GItAPHiC BILLBOARD PCOINT L I I I W I ' + 7 D. .P M, + 5. PROVIDE KEY BOX MOUNT PER OWNER.5 REPRESENTATIVE LOCATION. 5EE SHEET M 10.1 I 4 I OPEN TO BELOW I I E OF CLE TORY E A ��- ,,' _ I I N5 a -12.11 �' I 6, PROVIDE M015TUR,E RESISTANT GYP. BOARD IN RESTROOMS, JANITOR'S ROOM, - AND ALL POTENTIAL WET LOCATIONS. u P � 'A I -{5VJ1 r O ' i OPEN TO BEL7 I I 2 I RAPHIC 61 �� ' _ INDICATES LOCATION OF T,V. TOWERS, PROVIDED BY VENDOR N5. SEE I I I I I CE SHEET -`0.I ® 3 ELECTRICAL FOR WIRING REQUIREMENTS. o / I I I G A 1L I I I I ( ♦ I i / I 8. PROVIDE F.R.P. PLYWOOD BEHIND MOP SINK STOCKROOM 3C _ 216 4 STOCKROOM A-10.0 I 6 2 102. PLYWOOD TO EXTEND FROM FINISHED FLOOR TO 24" ABOVE TOP OF SINK -- AND 12" ON EITHER SIDE. 3 _ - - - - - - - -� I I I � I AG � IDI$® Ay5 _ 9. NOT USED El- wlon+a+ly d Ne u„ear WNW rt - - I--- - lwibeGchrM mewl01)b PRONE. 10. SEE 3HEET E-2.0 FOR DIMENSIONS OF FLOOR OUTLET5 wow- "'°s"'""'""""` - III »"Y rtouaarar nM, 2.9 - ♦ I 3 uftoww.+e"•woWO r� 8 Z •ME-�-e-��- DENOTES X-BRACING LOCATIONS C�,W'«we�,�cwa.I DI E 10 I IND ATE C �- I I ,row �or of won�r�b�v A i OFF R PE G I I , WALL LEGEND A-12.7 STOCK 5/8" GYP. BD. ON 8" (16 GA) METAL STUDS �oJ I G" O.C. f ® I ANP B8" EXNSULATION AND 3 5/8'SHEATH G ON EXTERIOR SIDE-FIR5TE� --I Z 4 � / Z � O 223 r1 � �m �� _ _ _ _ _ _ _ .�- �- � dl 3 FLOOR Q Q yj5/8"GYP. BD. ON 8" (16 GA) METAL STUDS ® I 6" O.C. o- -` - I W/6" BATT. INSULATION AND 2" E.I.F.5. WITH 5/8"EXT. Q SHEATHING ON EXTERIOR SIDE - SECOND FLOOR m OC II I I A-7A7 • _ . CONC. RETAINING WALL TO GRADE. ~ ry] WORKROOM � ® DN. / ---tom- - ` I �� 3 STOCK I i r - I I I I - » N _ A..7 4 I I 1 I IHR. RATED WALL. 5/8 TYPE X G�'P, BD. EACH SIDE OF TENANT II - % ORRIDOR I - - G" (20 GA.) METAL STUDS ® I O.C. (UL 465) - IMPROVEMENT S®K 2e T r, WORKStfOP Gm � _ - I SEAL GYP. BD. TIGHT TO DECK SET r �--� �u•�=� C B] ARCHE True ' I _ z I 3/20/07 _ i - I HR. RATED WAIL: 5/8" TYPE X GYP. BD. EACH 51DE OF - - 6"(20 GA.) METAL 5TUD5 @ I G" O.C. (UL 465) - REV. DATE z-L -_ _ _ � � � +` SEAL GYP. BD. TI^vHT TO DECK - _ _ _ v»- .� .r _ _ .� _ _ �� �� BULLETIN#I I �-2 4-9-2007 _ I I i INTERIOR SHAFT: I HR. RATED (U.L. DESIGN No. BULLETIN+M2 wig =mom U415-5 YSTEM 'A') 5/8" GYP BD (EXTERIOR SIDE) AND I" 0 4 \ 5 3A� �� a p TYPE 'k GYP BD. LINER PANEL(INTEK(OR SIDE) ON G"(20 5-21-2007 ,i n 9 A 10'0 A '- 38 1 k' GA.) MTL. 'C-H' 5TUDS (U.N.O,) @ 24" O.C. MAX. TO 3. I A I O.O A-9.I Sl A-I O.O - f: I METAL DECK ABOVE. 1 2 HR. RATED WALL: (U.L. DESIGN No. U45') 2 LAYER5 2� N-9.0 ruw rrpRtt+ nmrCc7 roan ■ • ■ ■ ws 5/8" GYP. BD, ON EACH 51DE OF (20 GA) METAL STUDS CIVIL Q 16" O.C. W/ G" BATT. INSULATION Q I I I I A o I I I I ( ( 2nd FLOUR PLAN , -- 1 IMENSIONE T X-BRACING 3/32" = 1 '-0" 5CALE:3/32"= 1 '-0" --- - - - - 3I-� 32'-6" 3r-O" 27'_ gnu FLOOR - -` PLAN, - NOTED 4 270 NOTE: ALSO REFER TO ENLARGED FLOOR PLANS, INT ER.IOR SHEETS 4 A-9.0 SHEETS FOR DIMENSIONED nl A A.S O 6.6 C D E F G H WALL SIZES 4 SECTION TA65 J '.. ..+4...A,.MR3R1�"SNAI!}'fNfi7`IIIWWIIrt.M'M/iM'ui%+qHL.',t.:111Yh'YiADA�F(1AYiii� ¢,11}i("Q'�':,A14»MR'I^!tMg9�7';Y1F)E{ t. f1r11)rlr _ ' ' T(► 7 at T� IrIIr1l11?III I ,1111f11111 11In1I111I111 . w,.. ,. . u, f -177TWI 1Z