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HomeMy WebLinkAbout350 Towne Center Cir (a) (rev)\ ®m r ^a � a A ✓ s Y 3 § t' t � r d 4 k fi k t f A ✓ r n r ✓ry NOLE z ,Irt. t p tt♦°i" i:,II r ,z,} a r I ,�:. pg � ;.r , YJ. J �, ;S 101111iffm 111111111111111 MIR , ........_._..... w RA{ lir t d ' a INDEX IL ra � fir ,JT , Tho z`. r3.a Y�;aY '...Y i, Pme,'8 ,�> ` v ,'t> . �. r , .,. f -,.. , .4 s..3,- .Y e.a ,�.c Z,. c .:: r- C... -Jr >J f - t. ., .,..:: <♦, sFo- .,, < ;.�. ` kis .a}}i3�wfx ro'': .'`F�°. ♦.t i.'kS.: :o< , -P { '�y , ea t irk, s.. AREA PLAN S 5 h Y t r t „r+ - A HLO HVAC FLOOR PLAN H1.1 OFFICE MVAC FLOOR PLAN H2.0 HVAC, SCHEDULES 4 NOTES H2.1 FIVAO DETAILS H2.2 HVAC DETAILS H5.0 FIVAG ROOF PLAN PLUMBING R1.0 PLUMIl FLOOR PLAN P1.1 ENLARGED PLUMBING FLOOR FLAN - LOMR LEVEL P ZO ENLARGED PLAN, DIAD M5 4 DETAILS R2.1 5OHEDULE5 $ DIAGRAMS R5.0 FLUME3IN& ROOF PLAN IN 111150 - .. E2.00 - - VOMK ' PLAN �J, E2.1 ELECTRICAL PONER ROOF PLAN E5.0 ELECTRICAL 4 w A. W - a Ir ..e _ Eb.0 SEGURITY „, A 3 ENERGY M A"¢ a AC. M E.... , }T J' Y S " S',R� S EM5.0 EMS NOTES 4 O. - .ra, loss tl %: N` s l.,W PREVENTION FFLO FIRE PREVENTION I N _ 4�. a 001 v Design and construction documents as instruments of service are given In confidence and remain the property of Herschman Architects. The u e of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschrnan Architects, Incorporated. III. Date Issue 01/30/2012 E3I1/RERMIT (�1 02/16/2012 APPENDUM I 05/22/2012 ®REVISION 2 li 04/02/2012 ®REVISION 5 04/25/2012 � RE\/ 1510N 4 1 m ® I' hIh' I; r ' I I � I ® I' �V I !I I , ® SII.... @b q Sa 6 U 2_1 w� � �E I Drawn By: P.fox j t 2 51.0 GENERAL NOTES --- - 2 \ A,c, v:..\`:ro' ', ., ,.,,: :, .�'tt --- i"\�� R,>'�` `:: f>',�5�:» ra ,,, .`, .»..,, ., ♦\J . . 3. R ♦ )',av3 51.1 GENERAL NOES --- a ♦ ,>o,»' , :, .n'?..,�„',.`5 Y.,.. >.i�'�``.^, �„ , '�5;Y;'„ - ............ ::::::: ::::: .::::::. ::::::: ::::::: :::::::, ::::::: Casework/Millwork, lats�at�all/Pias. ll MIMI 3 - _ t 52.0 DEMOLITION PLAN. - PanelsRv11JF Panels•,Wgall L ier - hlrayr�tn7>�Jv�dvancedfixtures.corn w O DEMOLITION FLOOR PLAN Design and Installation of :; rtlrlttr Systern. - 655.0 EX15TINO FOUNDATION AND 2N0 FLOOR FRAMING PLAN --- Commissioning of Fire Alrarrn �Syste:rra per - 02.0 DEMOLITION PLAN jp'i1r)e aeat.corn -- c3ecfon 16721 of the 13pe�_ificeations a 54.0 FOUNDATION SECT1ON5 4 DETAILS } M r5, ti€ -Ho ars, Inc. v v All Flooringblaterials/Caranlik_ Tile Al f ..Y - rr t ww,+ PLAN ry::� �.r`. il�_ W .c�a -- , 54.1 FOUNDATION 5 0T1ON5 4 DETAILS :�. ALOa ARCHTECTURAL FLOOR PLAN LOADING f-lAlo` v Metal Doors (Frarrres & l-iardware, 6 --- G. C. Laurin HFtrnetz, (015) 964.6i�� p, , 55.0 EXISTING ROOF FRAMIN6 PLAN . ,. .0 AROHITECTURAL FIN15H FLOOR -----�A 95 - Ovation In' -Store :::::. Audio I Video E �uiprnent 10 �, C. Vendor Jonathan Palrner, 718-628-2656, 55.1 ENLARGED ROOF FRAMIN6 PLAN A2.2 ARGHITE61JRAIL BLOCKHS PLAN ----- onailvantage.com jrali-nerCo/ati FP f1,sI r .. TrashCompactor alar �.JL , 5b.0 SECTIONS 4 DETAILS A5.0 ARCHITECTURAL 6EILING PLAN --- 2220.PWfirfi, �1rII l_Itra r�.�L)rn Uu - Irnac-reOna Ext. `sign StrlucWre, Int. Mall Entrance S'. Column 15 , 51.0 MALL, ENTRANCE Rich Russo, 215-0126-080 x102, Covers, Interior Wall Ulurals; Fccab+sear Graphics rrussop_irrra;leoneind-min and "-anaa including installations 5b.0 SECTIONS 4 DETAILS - - Alurn. Storefront 6, C:urtainw all Alurn. Win. 4 G.C;. G.''. ,y. A4.0 AROHITEOTURAL ROOF PLAN A !'' R Frames 5-q.0 SECTIONS 4 DETAILS - rnanyja.ne coremarketing.com -- V �}q H d�I..d4�rl lin nt 195..9 �aa M.� ---A A4.1 ROOF DETAILS .. ( 9 9-°'it'�«uGi �g%!e, 1.11 �-N L1� N4j ,'�, 5-q.1 SECTIONS $ DETAILS a ,".�°.Fg 9 r�azl.dol%� Lennoyund.com ......,,, _ 1. Source One...,., ,. Data Wring, Telephone `ystern 1 Wirin , 2 G.C. Vendor l ire Janisch 608-222-632,1) x 103, pal -ling System .............._., ............. ................................. ......... ..........._..... ................ f1€a�.i ar�i c,,I'1 r7s aurce 9 net- om ......... ......,,... .,, ......._.: .._........_..,. ..........,. ..,.,.,,.,,.,...... ......... ......... ............... ............ 'I5 r Hy -Tele Material .............. ............... ......... ..._.... :stockroom Shelving (including Conti eti cir if) G.C. Vendor Rich Goet:el, (440) 3198-2313, Handling, Inc. System to Mezzanine when required); Dock rgoebel(aAhy-tekrnail.net Levelers d Dock Seals 16._.i� ovar... ENIS I Energy..M an�agoniont �ystcnl 4 ,..,, ■ . ,Cf Rhonda Tufford, 216-682-1337,..., .:.,.. ■■ t, '.wATO ENTRANrE .:, .,:ti'itchrl ai, Energy Management 6ysto rn, .... .....:. a G.C. .... G.0. ...... .. . ............. Don Don 614-771-73,66, Barr Lrclht 11-1-1-. Lighting FiXtaretiS rlrarrCLcRpitolllght.corrt ,...... ,.,..., ,.,. _ ....... ....................... 'IU -;.ansorrnatic —- : w0 -Il and 8 G.G. ......... Vendor .........................,... .Jeff Dye, 440 64� 6066, Electronics MEMO, 10,1111111i !I ■MENNEN monsoon JedyerQ�' adt.,com ..... 20 - StanleyWorKs ... .. Automatic Entrance Doors 8 v=,C:. Vendor ll Driscoll, 866-679-6431, Monosson: RlDri5collf stanI y�rvorks.corn � ..y .c�rnt fi `ait�r front Overhead Loading I raa-k Du s 4 4 Vendor 800-882-67 .... 3 l=�fa � l+ ala;i�I,'as[e �a, r'�7f]-�3 3.7_ r.� � ;� x f7,3�ij Systerrl rrracma I�ui P(r harrlellst rrefrnrats.corn ......... ............................. 2;i - Snen1firl _ . ......... ......... ......... ........... Intprior f Exterior Paiint 2 G. C. G.C. ........ .......... ......... . ........ ......... Janae:s deist, 724-933-1900, V11i11isi s irrn.1.gelst(o:;sh@r'n+in.com 2r - PI e mer Story Surface Mounted Wall Standard,3, Wall Crral 1C. Vendor 101 3t� plaanie Graven 631-236 -4055, Fa'rfures R - .scrag/r'nJ premlerfi xture corn 28 - GTC Interior Painted Wall Mural 10 G. C. \c April Andrick, 614-252-6342,x235, _ r. ARCHITECTURAL , April.Andrick@gtcauvrn.corn 29T,. aarlico Coraap arly . ., Toilet F:oorrl Acca sories, s, 4 1 ; ialrlc Equipment t G. C. John Sullivari, 800333-` 63a x 210 8, Products jsullivanf�isZ�aniC0-corn 34- Belden Brick Brick Masonry a c., C. _- i. FITNESS PLAN,..._ *' R Y DETAIL.. Al2.0 BIKES Mark Brides, 33(D-456-0031xl134, m ark. brit koQ)beldenbrir.,k.com _ ,.. .. E... _ . . Oa _ R r� IlAl2.3C Y. DETAILS , -i A _. l ,a. _ _ O .Ar, Al2.4 2 ENTRY WIk i MENEM Al2.10 APPAREL PORTAL ELF-\,(ATION5 MEN A15.2 ... j... ..; '' '.. IL ra � fir ,JT , Tho z`. r3.a Y�;aY '...Y i, Pme,'8 ,�> ` v ,'t> . �. r , .,. f -,.. , .4 s..3,- .Y e.a ,�.c Z,. c .:: r- C... -Jr >J f - t. ., .,..:: <♦, sFo- .,, < ;.�. ` kis .a}}i3�wfx ro'': .'`F�°. ♦.t i.'kS.: :o< , -P { '�y , ea t irk, s.. AREA PLAN S 5 h Y t r t „r+ - A HLO HVAC FLOOR PLAN H1.1 OFFICE MVAC FLOOR PLAN H2.0 HVAC, SCHEDULES 4 NOTES H2.1 FIVAO DETAILS H2.2 HVAC DETAILS H5.0 FIVAG ROOF PLAN PLUMBING R1.0 PLUMIl FLOOR PLAN P1.1 ENLARGED PLUMBING FLOOR FLAN - LOMR LEVEL P ZO ENLARGED PLAN, DIAD M5 4 DETAILS R2.1 5OHEDULE5 $ DIAGRAMS R5.0 FLUME3IN& ROOF PLAN IN 111150 - .. E2.00 - - VOMK ' PLAN �J, E2.1 ELECTRICAL PONER ROOF PLAN E5.0 ELECTRICAL 4 w A. W - a Ir ..e _ Eb.0 SEGURITY „, A 3 ENERGY M A"¢ a AC. M E.... , }T J' Y S " S',R� S EM5.0 EMS NOTES 4 O. - .ra, loss tl %: N` s l.,W PREVENTION FFLO FIRE PREVENTION I N _ 4�. a 001 v Design and construction documents as instruments of service are given In confidence and remain the property of Herschman Architects. The u e of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschrnan Architects, Incorporated. III. Date Issue 01/30/2012 E3I1/RERMIT (�1 02/16/2012 APPENDUM I 05/22/2012 ®REVISION 2 li 04/02/2012 ®REVISION 5 04/25/2012 � RE\/ 1510N 4 1 m ® I' hIh' I; r ' I I � I ® I' �V I !I I , ® SII.... @b q Sa 6 U 2_1 w� � �E I Drawn By: P.fox j t 2 51.0 GENERAL NOTES --- - 2 \ A,c, v:..\`:ro' ', ., ,.,,: :, .�'tt --- i"\�� R,>'�` `:: f>',�5�:» ra ,,, .`, .»..,, ., ♦\J va��Y,�A3 ♦ )',av3 51.1 GENERAL NOES --- a ♦ ,>o,»' , :, .n'?..,�„',.`5 Y.,.. >.i�'�``.^, �„ , '�5;Y;'„ - ............ ::::::: ::::: .::::::. ::::::: ::::::: :::::::, ::::::: Casework/Millwork, lats�at�all/Pias. ll .:::::::: 10 - _ t 52.0 DEMOLITION PLAN. - PanelsRv11JF Panels•,Wgall L ier - hlrayr�tn7>�Jv�dvancedfixtures.corn 02 - ADT /Tyco Design and Installation of :; rtlrlttr Systern. - 655.0 EX15TINO FOUNDATION AND 2N0 FLOOR FRAMING PLAN --- Commissioning of Fire Alrarrn �Syste:rra per - jp'i1r)e aeat.corn -- c3ecfon 16721 of the 13pe�_ificeations a 54.0 FOUNDATION SECT1ON5 4 DETAILS -- } M r5, ti€ -Ho ars, Inc. v v All Flooringblaterials/Caranlik_ Tile - ry::� �.r`. il�_ W .c�a -- , 54.1 FOUNDATION 5 0T1ON5 4 DETAILS rrlgar�ristrrri tlars.crrr -- f-lAlo` v Metal Doors (Frarrres & l-iardware, 6 --- G. C. Laurin HFtrnetz, (015) 964.6i�� p, , 55.0 EXISTING ROOF FRAMIN6 PLAN -----�A 95 - Ovation In' -Store :::::. Audio I Video E �uiprnent 10 �, C. Vendor Jonathan Palrner, 718-628-2656, 55.1 ENLARGED ROOF FRAMIN6 PLAN ----- onailvantage.com jrali-nerCo/ati FP f1,sI r .. TrashCompactor alar �.JL , 5b.0 SECTIONS 4 DETAILS C01,11 pactor Co. --- 2220.PWfirfi, �1rII l_Itra r�.�L)rn Uu - Irnac-reOna Ext. `sign StrlucWre, Int. Mall Entrance S'. Column 15 , 51.0 MALL, ENTRANCE Rich Russo, 215-0126-080 x102, Covers, Interior Wall Ulurals; Fccab+sear Graphics rrussop_irrra;leoneind-min and "-anaa including installations 5b.0 SECTIONS 4 DETAILS - - Alurn. Storefront 6, C:urtainw all Alurn. Win. 4 G.C;. G.''. Mary Jane Mangino, 72`4.443.0520L Kawneer Frames 5-q.0 SECTIONS 4 DETAILS - rnanyja.ne coremarketing.com -- V �}q H d�I..d4�rl lin nt 195..9 �aa M.� ---A ., '�y�.:1 id. .. ( 9 9-°'it'�«uGi �g%!e, 1.11 �-N L1� N4j ,'�, 5-q.1 SECTIONS $ DETAILS IL ra � fir ,JT , Tho z`. r3.a Y�;aY '...Y i, Pme,'8 ,�> ` v ,'t> . �. r , .,. f -,.. , .4 s..3,- .Y e.a ,�.c Z,. c .:: r- C... -Jr >J f - t. ., .,..:: <♦, sFo- .,, < ;.�. ` kis .a}}i3�wfx ro'': .'`F�°. ♦.t i.'kS.: :o< , -P { '�y , ea t irk, s.. AREA PLAN S 5 h Y t r t „r+ - A HLO HVAC FLOOR PLAN H1.1 OFFICE MVAC FLOOR PLAN H2.0 HVAC, SCHEDULES 4 NOTES H2.1 FIVAO DETAILS H2.2 HVAC DETAILS H5.0 FIVAG ROOF PLAN PLUMBING R1.0 PLUMIl FLOOR PLAN P1.1 ENLARGED PLUMBING FLOOR FLAN - LOMR LEVEL P ZO ENLARGED PLAN, DIAD M5 4 DETAILS R2.1 5OHEDULE5 $ DIAGRAMS R5.0 FLUME3IN& ROOF PLAN IN 111150 - .. E2.00 - - VOMK ' PLAN �J, E2.1 ELECTRICAL PONER ROOF PLAN E5.0 ELECTRICAL 4 w A. W - a Ir ..e _ Eb.0 SEGURITY „, A 3 ENERGY M A"¢ a AC. M E.... , }T J' Y S " S',R� S EM5.0 EMS NOTES 4 O. - .ra, loss tl %: N` s l.,W PREVENTION FFLO FIRE PREVENTION I N _ 4�. a 001 v Design and construction documents as instruments of service are given In confidence and remain the property of Herschman Architects. The u e of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschrnan Architects, Incorporated. III. Date Issue 01/30/2012 E3I1/RERMIT (�1 02/16/2012 APPENDUM I 05/22/2012 ®REVISION 2 li 04/02/2012 ®REVISION 5 04/25/2012 � RE\/ 1510N 4 1 m ® I' hIh' I; r ' I I � I ® I' �V I !I I , ® SII.... @b q Sa 6 U 2_1 w� � �E I Drawn By: P.fox j t 2 ........ . . . ...................... . . . ...... 0390 -err L u 3 � 2 \ A,c, v:..\`:ro' ', ., ,.,,: :, .�'tt --- i"\�� R,>'�` `:: f>',�5�:» ra ,,, .`, .»..,, ., ♦\J va��Y,�A3 ♦ )',av3 l ps�1e c1 1 f27I2012 :,x `"S,» :'r^.7.o- ` :: >:, v...;."„ , , , lam` Retro - BTS - Slagle Level a ♦ ,>o,»' , :, .n'?..,�„',.`5 Y.,.. >.i�'�``.^, �„ , '�5;Y;'„ .... :::::: ::::::: 31 ` Advanced. ............ ::::::: ::::: .::::::. ::::::: ::::::: :::::::, ::::::: Casework/Millwork, lats�at�all/Pias. ll .:::::::: 10 :::::, ::: G. C. ::::: Ve,n for :::::: ::::: �::::::. ......, Heather Ingmrn, 972-784-8800 x 225, Fixtures Inc. PanelsRv11JF Panels•,Wgall L ier hlrayr�tn7>�Jv�dvancedfixtures.corn 02 - ADT /Tyco Design and Installation of :; rtlrlttr Systern. !f G.C. Vender .... Jahn I)A. Pine, Commissioning of Fire Alrarrn �Syste:rra per jp'i1r)e aeat.corn c3ecfon 16721 of the 13pe�_ificeations } M r5, ti€ -Ho ars, Inc. v v All Flooringblaterials/Caranlik_ Tile w ,::::::. ra ry::� �.r`. il�_ W .c�a 1�r11rhd�I.larva�:::: 771D_590-7334, rrlgar�ristrrri tlars.crrr 04 Girtnaar l f-lAlo` v Metal Doors (Frarrres & l-iardware, 6 G,C. G. C. Laurin HFtrnetz, (015) 964.6i�� p, Associates, Coreti;, Keyirig), Fitting Ploorn Doors .,:: lharnetz@�girtnnan.com 95 - Ovation In' -Store :::::. Audio I Video E �uiprnent 10 �, C. Vendor Jonathan Palrner, 718-628-2656, onailvantage.com jrali-nerCo/ati FP f1,sI r .. TrashCompactor alar �.JL errc° Melissa h,1I,Gi111 800-'52 3 364 C01,11 pactor Co. 2220.PWfirfi, �1rII l_Itra r�.�L)rn Uu - Irnac-reOna Ext. `sign StrlucWre, Int. Mall Entrance S'. Column 15 G, C. .........,, Vendor Rich Russo, 215-0126-080 x102, Covers, Interior Wall Ulurals; Fccab+sear Graphics rrussop_irrra;leoneind-min and "-anaa including installations ::. 10 - Care Marketing t Alurn. Storefront 6, C:urtainw all Alurn. Win. 4 G.C;. G.''. Mary Jane Mangino, 72`4.443.0520L Kawneer Frames rnanyja.ne coremarketing.com 12 - Lennox V �}q H d�I..d4�rl lin nt 195..9 �aa M.� O..d,4 ., '�y�.:1 id. .. ( 9 9-°'it'�«uGi �g%!e, 1.11 �-N L1� N4j ,'�, a ,".�°.Fg 9 r�azl.dol%� Lennoyund.com ......,,, _ 1. Source One...,., ,. Data Wring, Telephone `ystern 1 Wirin , 2 G.C. Vendor l ire Janisch 608-222-632,1) x 103, pal -ling System .............._., ............. ................................. ......... ..........._..... ................ f1€a�.i ar�i c,,I'1 r7s aurce 9 net- om ......... ......,,... .,, ......._.: .._........_..,. ..........,. ..,.,.,,.,,.,...... ......... ......... ............... ............ 'I5 r Hy -Tele Material .............. ............... ......... ..._.... :stockroom Shelving (including Conti eti cir if) G.C. Vendor Rich Goet:el, (440) 3198-2313, Handling, Inc. System to Mezzanine when required); Dock rgoebel(aAhy-tekrnail.net Levelers d Dock Seals 16._.i� ovar... ENIS I Energy..M an�agoniont �ystcnl 4 ,..,, �... . ,Cf Rhonda Tufford, 216-682-1337,..., .:.,.. h1 nn''uar cow 1F) - I e1 .a p .:, .,:ti'itchrl ai, Energy Management 6ysto rn, .... .....:. a G.C. .... G.0. ...... .. . ............. Don Don 614-771-73,66, Barr Lrclht 11-1-1-. Lighting FiXtaretiS rlrarrCLcRpitolllght.corrt ,...... ,.,..., ,.,. _ ....... ....................... 'IU -;.ansorrnatic —- : w0 -Il and 8 G.G. ......... Vendor .........................,... .Jeff Dye, 440 64� 6066, Electronics JedyerQ�' adt.,com ..... 20 - StanleyWorKs ... .. Automatic Entrance Doors 8 v=,C:. Vendor ll Driscoll, 866-679-6431, RlDri5collf stanI y�rvorks.corn � ..y .c�rnt fi `ait�r front Overhead Loading I raa-k Du s 4 G.C. Vendor 800-882-67 .... 3 l=�fa � l+ ala;i�I,'as[e �a, r'�7f]-�3 3.7_ r.� � ;� x f7,3�ij Systerrl rrracma I�ui P(r harrlellst rrefrnrats.corn ......... ............................. 2;i - Snen1firl _ . ......... ......... ......... ........... Intprior f Exterior Paiint 2 G. C. G.C. ........ .......... ......... . ........ ......... Janae:s deist, 724-933-1900, V11i11isi s irrn.1.gelst(o:;sh@r'n+in.com 2r - PI e mer Story Surface Mounted Wall Standard,3, Wall Crral 1C. Vendor 101 3t� plaanie Graven 631-236 -4055, Fa'rfures .scrag/r'nJ premlerfi xture corn 28 - GTC Interior Painted Wall Mural 10 G. C. Vendor April Andrick, 614-252-6342,x235, :::.. , April.Andrick@gtcauvrn.corn 29T,. aarlico Coraap arly . ., Toilet F:oorrl Acca sories, s, 4 1 ; ialrlc Equipment t G. C. John Sullivari, 800333-` 63a x 210 8, Products jsullivanf�isZ�aniC0-corn 34- Belden Brick Brick Masonry a c., C. G. C. Mark Brides, 33(D-456-0031xl134, m ark. brit koQ)beldenbrir.,k.com IL ra � fir ,JT , Tho z`. r3.a Y�;aY '...Y i, Pme,'8 ,�> ` v ,'t> . �. r , .,. f -,.. , .4 s..3,- .Y e.a ,�.c Z,. c .:: r- C... -Jr >J f - t. ., .,..:: <♦, sFo- .,, < ;.�. ` kis .a}}i3�wfx ro'': .'`F�°. ♦.t i.'kS.: :o< , -P { '�y , ea t irk, s.. AREA PLAN S 5 h Y t r t „r+ - A HLO HVAC FLOOR PLAN H1.1 OFFICE MVAC FLOOR PLAN H2.0 HVAC, SCHEDULES 4 NOTES H2.1 FIVAO DETAILS H2.2 HVAC DETAILS H5.0 FIVAG ROOF PLAN PLUMBING R1.0 PLUMIl FLOOR PLAN P1.1 ENLARGED PLUMBING FLOOR FLAN - LOMR LEVEL P ZO ENLARGED PLAN, DIAD M5 4 DETAILS R2.1 5OHEDULE5 $ DIAGRAMS R5.0 FLUME3IN& ROOF PLAN IN 111150 - .. E2.00 - - VOMK ' PLAN �J, E2.1 ELECTRICAL PONER ROOF PLAN E5.0 ELECTRICAL 4 w A. W - a Ir ..e _ Eb.0 SEGURITY „, A 3 ENERGY M A"¢ a AC. M E.... , }T J' Y S " S',R� S EM5.0 EMS NOTES 4 O. - .ra, loss tl %: N` s l.,W PREVENTION FFLO FIRE PREVENTION I N _ 4�. a 001 v Design and construction documents as instruments of service are given In confidence and remain the property of Herschman Architects. The u e of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschrnan Architects, Incorporated. III. Date Issue 01/30/2012 E3I1/RERMIT (�1 02/16/2012 APPENDUM I 05/22/2012 ®REVISION 2 li 04/02/2012 ®REVISION 5 04/25/2012 � RE\/ 1510N 4 1 m ® I' hIh' I; r ' I I � I ® I' �V I !I I , ® SII.... @b q Sa 6 U 2_1 w� � �E I Drawn By: P.fox j TYPICAL SECTION A -A 956 GON5TRUGTION SITE GON5TRUG (N.I.C) 1/4" EXPANSION JOINT MATERIAL REGUIRE5 SEALANT BETAEEN JOINT AND 51DEINALK n, 4 d 4" POROUS FILL #3 DOWEL, TYP. ® 2-S" O.G. TAPERED EDGES WHERE EXPOSED 2.35" APART TYPICAL ENLARGED FLAN CONCRETE CURB 4 GUTTER BY SITE CONTRACTOR (N.I.G) ASPHALT PAVING BY 51TE CONTRAGTOR (N.I.G) .. ...,, _ .. .... .... .. , _. .. ,. ._,._ .,. 1 i 1.. NEW DETECTABLE AARNINC-75 ON AIDTH OF RAMP IN GONGRETE ON 4" r A 5URFAGE, RAISED DOME COLOR TO PREMOLDED FILLER 4 SEALANT 5PEG5. BE 056 EXTERIOR HARTFORD GREEN SLOPE Y " PER � FOOT Q 0 U J l U U U O U O G O C U) 4 C 0 0 J ) 0 0� 0) 0 0 J O O J O O D U U C) U U U U V U O J U J( V U U u 41. 2.35" APART TYPICAL ENLARGED FLAN CONCRETE CURB 4 GUTTER BY SITE CONTRACTOR (N.I.G) ASPHALT PAVING BY 51TE CONTRAGTOR (N.I.G) .. ...,, _ .. .... .... .. , _. .. ,. ._,._ .,. 1 i 1.. CURB DECTECTION D7 DETAIL SLOPE AWAY FROM CUPS RAMP NOT TO EXCEED 5%.. FLUSH CONCRETE CURB I (51TTER ASPHALT WAVING CONCRETE 51DE WALK NEW DETECTABLE AARNINC-75 ON AIDTH OF RAMP IN GONGRETE ON 4" r COMPACTED AGGREGATE 5URFAGE, RAISED DOME COLOR TO PREMOLDED FILLER 4 SEALANT 5PEG5. BE 056 EXTERIOR HARTFORD GREEN SLOPE Y " PER AND INTEGRAL Yf/ CONCRETE. FOOT GRADE VARIES. 0 U J l U U U O U O G O C U) 4 C 0 0 J ) 0 0� 0) 0 0 J O O J O O D U U C) U U U U V U O J U J( V U U u 41. 0 ) 0 U U U J C G J J 0 0 'i J U (l l>> I�GG�()GCG J]lG, GGo l < U O U<0 0 0 U U G G C O G( J 0 0 0 ( U lb 0 0 U 0 U G 0 0 0 l C 0 0 0 )] O O ] J 0 - U <,-C>UO (0000?oGU(uGVC JC F- GCV OOODOU DO J >UODUU C:)00 ODUU c - U c o 0 0 o G o o a o ] U O U O C O U f CI U O G O -"UQ UO K� U D U U t) (J G U 1 44 G G J U f U 0 f> V 0 G O Illrororo A G O G U > () G U G- U per, GGC JOJ 11 J Q 11- O G U V l> �- U C U lJ(J U U U O G J Cl LL U U G 0 C < J l> C ) ( U <> l O G O :� O G U U G O O D O J U U U C D U 1. � U U u , .> O U G U U G f] �] <J O L NOTE: CURB DECTECTION D7 DETAIL SLOPE AWAY FROM CUPS RAMP NOT TO EXCEED 5%.. FLUSH CONCRETE CURB I (51TTER ASPHALT WAVING CONCRETE 51DE WALK VV(gXbX2.OX2.O A.A.F. PLACED GONGRETE 51DE IN GONGRETE ON 4" r COMPACTED AGGREGATE FILL A/ BROOM FIN15H - SEE PREMOLDED FILLER 4 SEALANT 5PEG5. SLOPE Y " PER PLANTER FOOT GRADE VARIES. 41. (> 7 c >' 1 44 LL L NOTE: C ALL 51DEWALK5 TO BE 4" REINFORGED, 4000 PSI AIR ENTRAINED CONCRETE DGE OF SIDEWALK DETAIL SCALE 1 1/2" = 1'-0" go LEVEL, LANDING AT TOP OF RAMPS AITH MAXIMUM SLOPE OF 2% FLARED SIDEIr FL <O:CCOC] GO OODOGCJ OCOi Ob GODOV nCOO nDOOc`; SUU UU f)<> a _U( 'CJ00)U U UU0U GOUCG U OOC(OU qO, CO OPESLOPE SL C C 0 0 J G U1 < OO )CG GO aO u U< G U U U U0O O O O 0 C ] UUUU 0000000 GCUJ C 0 0 0 U 0 0 0 O G G O J G O O O C O O O C U( U V G U G J O G0 0 0 V V O O O J ( G 0 0 C ) O.O J U C( J u 0 0 J > c O r] r U U U G U O C c, V U C U ) J O O J iJ U J C O U O U) U CIO O U G111 ]( U O J G C O D 00 J U <J U C ' O ( J 0 0 0 U U O O O U O G O O J O( ] 0 0 0 V( J U O D U >JC) U U U U O U O G G O O O D OJ > b D U 0 n(O 9 0 0 0 U O U U WIDTH SIDE 1:10 SLOPE MAX. (PER PLAN) 1:10 SLOPE MAX. TAPER CUP ON BOTH 51DE5 OF HANDICAP RAMP NEW DETECTABLE AARNIN65 ON SURFACE. REFER TO DI/A51.1 — is Ya" X I" DEEP 5AWCUT CONTROL JOINT ® INTERVAL5 OF 5-0" O.G. OR AS NOTED ON SIDEAALK PLAN. d J � a n 4 NOTE: ALL 51DEAALK5 TO BE 4" REINFORCED, 4000 P51 AIR ENTRAINED CONCRETE WITH A BROOM FIN15H SAWCUT CONTROL JOINT (T w) D4 DETAIL 50ALE 1 1/2" = I'-0" PLA5TIG BOLLARD COVER ®5� CUSTOM GREE°' 6" 4) STEEL PIPE 5 SLOPE GONGRETE GONG. 51DEAALK I/2" PREMOLDED J( FILLER A/5EALANT CRUSHED A66REG, Ib4) GONGRETE FOOTING FOR BOL GOMPAGTED 5061 056 CONSTRUCTION NEW OR EXI5TIN6 51TE CONSTRUCTION 1/4" EXPANSION JOINT W/ (N.I.G) PREMOLDED FILLER 4 SEALANT ® 20'-0" O.G. EACH WAY OR AS NOTED ON 51DEAALK PLAN CONCRETE 51DE #4 SMOOTH BAR, EPDXY COATED AALK BROOM FIN15H 4" LONG ® 2'-0" 0 C BY .O" A.F.F. 415H FLOOR HT. D9 BOLLARD DETAIL STOREFRONT N.T.S. z SEE 5PEGS. LANVLORD'5GONTRAGTOR GONGRETE 51DE 1/4" EXPANSION JOINT A/ WALK. BROOM PREMOLDED FILLER 4 SEALANT GREASE FIN15H SEE 5PEG5. ® 20'-0" O.G. EACH WAY OR. A5 ---1� NOTED ON SIDEWALK PLAN. `7 Q 1 44 LL L d C - _ NOTE: ALL 511?EAAL 5 TO BE 4" REINFORCED, 4000 PSI AIR ENTRAINED CONCRETE EXPANSION :JOINT (T P.) D6 DETAIL 5C,ALE 1 1/2" 1'-0" EXPAN51ON JT. FXPAN51ON JT. LAf /—%Nt)lV N J]. LArAMAUIN J I . CAt AlNt�IVIN J I . r-Ar/IN�ivIN -J I . `'` . J A } Aaf Design and construction documents as instruments of service are given inconfidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Tissue- 01/30/2012 E310/PERMIT 02/16/2012 ® ADDENDUIvT I Z. ®�8 z m� E � 2- -9A E®° UB a17 � g_ b� � �U Q h Ci N Drawn By: r.fO FL, LIC. AR 9569 3 25001 EMERY ROAD, SUI FF 40C CLEVELAND, 01-I 4412E TEL (216) 223-3200 FAX (216) 223-321C www.herschmanarchitects.corr SIDEWALKPLAN DETAILS AS1.1 1- LL C Z LL UU FL, LIC. AR 9569 3 25001 EMERY ROAD, SUI FF 40C CLEVELAND, 01-I 4412E TEL (216) 223-3200 FAX (216) 223-321C www.herschmanarchitects.corr SIDEWALKPLAN DETAILS AS1.1 1- U -! I :_'. II 'tl'i 1.1 ,1 AL50 REFER TO ENLARGED FLOOR PLANS d INTERIOR ELEVATION 5Hr1=T5 FOR K-NLL 51ZE!5 4 5EGTION TAr-,5 0 EXI5TINf7 MLLE TO REMAIN (REFER TO A&L 5EGTION5 FOR MORE INFORMATION) — — — — — — EX15TING KALLS TO BE DEMOLISHED ALL EXISTING FLOOR FINISHES TO BE REMOVED. G.C. TO PREPARE EXISTING FLOORS FOR NEW FLOOR. FIN15HE5 (TYP.). REFER TO NEW FLOOR FIN15H PLAN FOR FURTHER INFORMATION. Q REMOVE EXI5TIN6 MALL 5EGURITY GRILLE5 AND SURROUNDING AALL5 REMOVE EXI5TIN6 6HEGKOUT5/GOUNTER5 INCLUDING ALL BOWER AND DATA AIRING. Q REMOVE EXISTING STEEL COLUMNS AND FRAMING FOR COMPLETE DEMOLITION OF ENTRY ELEMENT. REFER TO STRUCTURAL FOR DEMOLITION EXTENT. O1® REMOVE DUCT DROPS THROUGH FLOOR FOR LOAER LEVEL TENANT. DUCTS TO BE REL06ATED TO A I OGATION OFF OF 056 SALES FLOOR, REFER TO MECHANICAL DRAAIN65. M-1 4 r,%n f+ a 4t�b � a's` y.3..,<Y,�i...Y s I. DEMOLITION PLAN 5HOAS APPROXIMATE LAYOUT OF EXISTING BUILDING AND 15 NOT INTENDED TO REPRESENT "A5 -BUILT" GONDITION5. VISIT 51TE AND OTHERWI5E BECOME FAMILIAR AITH ACTUAL 6ONDITION5 AHEN BIDDING THE AORK, 2. AALL5, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS TO BE REMOVED ARE 5HOAN DASHED. 5ERVIGE5 WITHIN AALL5 AND PARTITIONS SHALL AL50 BE REMOVED. EDGES OF AALL5 5HOWN TO REMAIN SHALL BE 5AWCUT OR CLEANLY TOOTHED TO ACCEPT NEW CONSTRUCTION. REPAIR AND PATCH EXISTING AALL5 5HOWN TO REMAIN WHERE INTERSECTING AALL5, DOORS, FRAMES, ETC. ARE 5HOAN TO BE REMOVED AND AHERE EXISTING GON5TRUCTION WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION. S. EXI5TIN6 GON5TRUGTION 5HOWN TO REMAIN, INGLUDING BUT NOT LIMITED TO AALL5, PARTITIONS, DOORS, FRAMES, ETC. SHALL 13E PROTECTED DURING DEMOLITION. DAMAGE TO EX15TING GON5TRUGTION 5HOWN TO REMAIN SHALL BE RESTORED TO MATCH PRE -DAMAGED CONDITION. 4. ALL NECE55ARY SHORING, BRACING, AND SUPPORT TO PREVENT MOVEMENT, SETTLEMENT, OR GOLLAP5E OF STRUCTURE OR ELEMENT TO BE DEMOLISHED, AND ADJACENT STRUCTURE OR ELEMENT 5HOAN TO REMAIN SHALL BE DE5I6NED BY CONTRACTOR'S PROFE55IONAL ENGINEER LICENSED IN THE APPLIGABLE JURISDICTION. 5. PROVIDE TEMPORARY HEATHER PROTECTION AND 5EGURITY DEVICE5 DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXI5TING CONSTRUCTION ON EXTERIOR 5URFAG5 AND INSTALLATION OF NEA GON5TRUGTION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS OF EXI5TINC2 BUILDING. b. EXISTING CONCRETE FLOOR 5LAB5, MA50NRY AALL5 AND EXI5TING STRUCTURAL FRAMING SYSTEMS 5H0AN TO BE REMOVED SHALL BE CLEANLY 5AACUT FROM EXISTING GON5TRUGTION. AL50 COMPLETELY REMOVE FOOTINGS, FOUNDATIONS AND ABOVEGROUND AND UNDERGROUND CONSTRUCTION AS SHOWN OR DIREGTED BY 5-FRUCTURAL DRAWIN65. i. WHERE FINISHES ARE 5HOWN TO BE REMOVED FROM EXI5TIN6GON5TRUGTION, REPAIR AND PATCH REMAINING SUBSTRATE AND PREPARE FOR NEW FINISH AS PROVIDED IN 5GHEDULE5 OR NOTED ON DRAAIN65. . 8. INFILL OF EXISTING OPFNINC75 IN CMU WITH NEW GMU MUST BE TOOTHED INTO PLACE. G.C. TO DETERMINE IF THIS WILL BE PART OF DEMOLITION GONTRAGTOR5 SCOPE OR TO BE DONE BY MA50NRY GONTRAGTOR. a. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXISTING CONDITIONS IN MATERIALS, GON5TRUGTION AND FINISH, UNLE55 5PECIFIGALLY NOTED EL5EAHERE IN THE CONSTRUCTION DOCUMENTS. 10. PROTECT FROM DAMAGE ALL EXISTING FIN15H WORK TO REMAIN IN PLAGE AND AHIGH BEGOME5 EXPOSED DURING DEMOLITION OPERATIONS. 11. BAG AND MASK ALL ELEMENTS ADJAGENT TO SURFAGE REGEIVING NEA PAINT AND 5UB5EQUENTLY REMOVE PROTECTION ONCE PAINT OPERATIONS ARE COMPLETE. PATCH AND REPAIR ELEMENTS AFTER DUST PROTECTION MEASURES ARE REMOVED. 12. DEMOLITION GONTRAGTOR 15 REQUIRE12 TO MAKE CLEAN, KNIFE 6UT5 AT LOGATION5 AHERE DRYWALL SURFACES ARE TO BE DISTURBED. (r1, uh,WiA I kli°iLill i 15. FURNISH, INSTALL AND SUBSEQUENTLY REMOVE ALL TEMPORARY DUST PROTECTION. DUST PROTECTION MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO HEAVY-DUTY PLA5TIC 5HEETIN6. 14. FURNISH, INSTALL, AND 5UB5EQUENTLY REMOVE HEATHER -TIGHT, INSULATED, TEMPORARY WALL5 TO ENTRIES DURING THE PERIOD BETAEEN EXISTING ENTRY DEMOLITION AND INSTALLATION OF NEW ENTRIES. TEMPORARY WALLS WILL BE GON5TRUGTE12 USING CONVENTIONAL. FRAMING (LIGHT GAUGE), WITH PLYA000 ON BOTH SIDES. 15. 5UBGONTRAGTOR5 SHALL PERFORM A DETAILED 51TE SURVEY AND WILL ADDRESS ALL DISGREPANGIE5 AND GONFLIGT5 AT NO ADDITIONAL 605T5. 16. ALL AREAS AFFEGTED BY DEMOLITION GONTRAGTORS AORK SHOULD BE CLEANED OF ALL DEBRIS AND MISG. MATERIALS AT THE END OF EAGH AORK DAY. Ii. PROTEGT EXISTING ITEMS THRESHOLDS, EXISTING FLOORIN%, FINISHES, ETG FROM GENERAL CONSTRUCTION TRAFFIC, (LIFTS, ETG). LIFTS TO BE RUN ON PROTECTION BOARD DURING GON5TRUGTION. ALL DAMAGE TO BE GORREGTED BY GG. Design and construction docurnents as instruments of service are given in confidence and remain the property ofHerschman Architects. 'rhe use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date FIS ue 01/50/2012 BID/PERMIT 02/16/2012 ADDENDUM I i i' I' i' 1. i � I I FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, CHI 44128 -FEL (2-16) 22;3-3200 FAX (21.6) 223-;3210 www.herschmanarchitects.com -U N � � E N —D � -2 O E c-9� Bol a- ' Na - ( 2 0 < U � S7 an Lt c Drawn By: PT ox Pro iect No,: 13101.00 FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, CHI 44128 -FEL (2-16) 22;3-3200 FAX (21.6) 223-;3210 www.herschmanarchitects.com f 521-011 con 4 ri IF PRACTIOWOE FIXTURE I 41 IN5TALLEP 13Y I. TO AI23 FOR ORE 0 INFORMATION. 81HOds JX 4--RErE%w FLOOR 00 5 (REFER TO F..LECTRIGAL �I m U tY) as O r--- -------------- � = 51M. ttryi 5 IE�F��EE FLOORX 4 SII0.4 I i AND J BOX ftTER TO ELECTRICAL) 0 ' 9 M � � I I IA (REFER TO ELEGTRIGAL) ----------- R4 !Yr I I III c I I 41-111 41--l' I _ I Eso FLOOR wx s®a AND DATA F \I\ UnAli — 'REFER To ELECTRICAL 51001 IA R. , I I A [IA]- -------------- 40— 40SH 22 o ROOM 121 Iq I I I I 1510 120O I 1 _ X - ._. 81HOds JX 4--RErE%w FLOOR 00 5 (REFER TO F..LECTRIGAL �I m U tY) as 12 2 \ _ 06 O 12a 119 d 121UIF I' [[[[[[U[T 1�6 �� ° r Design and construction documents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date I Issue 01/50/2012 E31P/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REVISION 2 04/02/2012 REVI V ON 5 04/25/2012 REVI V ON 4 72 2 m� d ® 5--2 E� —�R [hewn By: P.fox Proioct No.: 10101.00 r--- -------------- = 51M. IE�F��EE FLOORX I i AND J BOX ftTER TO ELECTRICAL) 0 ' 112 RN 12 RECESSED FLOOR WX I IA (REFER TO ELEGTRIGAL) ----------- R4 !Yr I I III c I I 41-111 41--l' I _ I Eso FLOOR wx s®a AND DATA F — 'REFER To ELECTRICAL 51001 IA R. , I I A [IA]- 40— 40SH 22 SHOP P 122 ROOM 121 Iq I I I I 1510 120O I 1 _ I0a IA Y L E 129 I EE 12 2 \ _ 06 O 12a 119 d 121UIF I' [[[[[[U[T 1�6 �� ° r Design and construction documents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date I Issue 01/50/2012 E31P/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REVISION 2 04/02/2012 REVI V ON 5 04/25/2012 REVI V ON 4 72 2 m� d ® 5--2 E� —�R [hewn By: P.fox Proioct No.: 10101.00 GENERAL NOTES I. FOR HOOD BLOCKING REQUIREMENTS, G.C. SHALL REFER TO SPECIFICATIONS .2. DIMEN51ON5 OF WALL5 ARE FROM FINISHED FACE TO FIN15HEV FACE UNLE% NOTED OTHERWI5E. 5. PROVIDE 5OUND BATT INSULATION IN ALL WALLS AND CEILINGS OF EACH OF THE FOLLOWING ROOM5 - MEN5, lgOMEN5, LUNCH ROOM, STORE MANAGER'S OFFICE, CASH ROOM, COUNT ROOM, DEPARTMENT MANAGER'S OFFICE, AND L055 PREVENTION. 4. ALL PLUMBING AGOE55 PANEL LOCATIONS REQUIRED SHALL 13E 00OR91NATED WITH PLUMBING DRAWING5, MANUFACTURER'5 5HOP DRAWIN65, AND 1256 PROJECT MANAGER. 5. 6,6. SHALL INSTALL FIRE BLOCKING AND DRAFT STOPPING IN COMBUSTIBLE CONGEALED WALL LOGATION5 EVERY 10'-0" O.G. BOTH HORIZONTALLY $ VERTICALLY A5 REQUIRED BY CODE. 6. ALSO REFER TO SHEET5 AI2.0 THRU AI2A FOR ADDITIONAL REFERENCES TO WALL 5ECTION5 WALL LEGEND ALSO REFER TO ENLARGED FLOOR PLAN5 4 INTERIOR ELEVATION SHEETS FOR WALL 51ZE5 4 SECTION TA65 C.M.U. WALL GON5TRUGTION (REFER TO WALL SEGTION5 FOR MORE INFORMATION) G.M.U. WALL GON5TRUGTION w/ FURRING 4 GYPSUM BOARD (REFER TO WALL SECTION5 FOR MORE INFORMATION) C.M.U. WALL CONSTRUCTION w/ FACE BRICK (REFER, TO WALL 5ECTION5 FOR. MORE INFORMATION) GYF5UM BOARD $ METAL 5TU12 WALL GON5TRUOTION (REFER TO ENLARGED FLOOR PLANS FOR NOMINAL WALL THIGKNE55) 171 REFER, TO 5HEET Aq.H FOR WALL TYPE INFORMATION AS NOTED CHAIN LINK FENCE ENCL05URE 4 o� ,X) o- CD CC IRV AAA Design and construction documents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction docurnents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 01/30/2012 f3lP/i ERMIT 0:2/16/20I2 AE?PENDUM I w v 75 -U 13 L? ® � - � v Q�� ® Le21 vE � Q3 JiE ° b E v 43 C y� E 61 N LY Q3 USB 5-,R Drawn By, p.fox I W cwt I I I I o�ARCHITECTURAL A2 IFINISH FLOOR PLAN I 56ALE 5/52 n = 1'-0" a +'"'` `� ✓1 t „3 'la `., fir` ��f xt a 3 i r t, �1 ti V la f 1 A� �I ly t? k n FLOORING w a � R a i FINISH ,I;.,�t s D"[DETAIL I RON OF VINYL Y4000 PLANK BORDER AROUNP ENTIRE PERIMETER OF PALS. TO BE 5TAGOE L7. (T YP) SOALE 5/4" @ P-0" 0 e BORDER DETAIL � Jv° F�. '�d,l i LODGE ���';i.. f '2�G'�' Y OT WH, A �`% -i WWWWWWOW74*1 TILE ON THE PAD HIPTH PAD WIDTH OF 211'-6" TO 27-6' h CURVED ny d; t i" w7 +A C. M f DETAIL i SCALE % - �La U \((4 Design and construction documents as instruments of service are given In confidence and remain the property ofHerschman Architects. "rhe use of this design and these construction documents for purposes other than the specifio project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 0Ir50/20I BID/VERMIX 02/16/2012 ADDENDUM I 05/22/201.2 REV15ION 2 04/02/2012 REV15ION 04/25/2012 REVISION 4 r �A�� E di Q a A. aeD py — �. e99 Z Drawn By: P.fox Project No,: 151 01.00 q4 gb,y " ky x et .pili Baa �kk:twA'lii'f 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ARCHITECTURAL FINISH FLOOR PLANS .c. y .l 3 ,._.. w. � � ^.� .e �.: 2A •.__ �, ,.� li �' ".� � "{ :<.. +_.. r r r r �. __ ,e :,r.. 2�, � .�! � � r , . ... ���~ I R - - r �....... .t, X �► '' r f' rti? � ,' ^:� 9• \. �.:; -. !J! 1, V - a +'"'` `� ✓1 t „3 'la `., fir` ��f xt a 3 i r t, �1 ti V la f 1 A� �I ly t? k n FLOORING w a � R a i FINISH ,I;.,�t s D"[DETAIL I RON OF VINYL Y4000 PLANK BORDER AROUNP ENTIRE PERIMETER OF PALS. TO BE 5TAGOE L7. (T YP) SOALE 5/4" @ P-0" 0 e BORDER DETAIL � Jv° F�. '�d,l i LODGE ���';i.. f '2�G'�' Y OT WH, A �`% -i WWWWWWOW74*1 TILE ON THE PAD HIPTH PAD WIDTH OF 211'-6" TO 27-6' h CURVED ny d; t i" w7 +A C. M f DETAIL i SCALE % - �La U \((4 Design and construction documents as instruments of service are given In confidence and remain the property ofHerschman Architects. "rhe use of this design and these construction documents for purposes other than the specifio project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 0Ir50/20I BID/VERMIX 02/16/2012 ADDENDUM I 05/22/201.2 REV15ION 2 04/02/2012 REV15ION 04/25/2012 REVISION 4 r �A�� E di Q a A. aeD py — �. e99 Z Drawn By: P.fox Project No,: 151 01.00 q4 gb,y " ky x et .pili Baa �kk:twA'lii'f 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com ARCHITECTURAL FINISH FLOOR PLANS ® 1 C.C. TO PROVIDE - I u!/l BLOCKING 2"1 CONTINUOUS / ' FIRT FLY OD TO PROVIDE WOOD BLOCKING SURFAG 1/2`° THIN BRICK OVER V ILOCKINO DETMEN �g I MOUNTED TO STUDS CEMENT 130. CONTINUOUS fC AI M r � G.C. TO PROVIDE — MOURMP TO DS I 2xb VO BLOGKINC CEMENT 130. - O.G. TO PROVIDE BETAMN MALL STUDS 3 5/8" METAL STUDS 2xb WD BLOCKING 43 EXACT MOUNTING C.G. TO PROVIDE 2"C9"t'll L STUDS TYP. HEIGHTS WIT+I C.G. TO PROV117E 2"1 s:\ BLOCKING E � VENDOR AD MOUNTED To STUDS6.6. CONTINUOUS W00D 5/6" 111 E30ARD C.O. TO PROVIDE � BLOI SURFACE 5/5" OYP. IDA ® ELOGKIN6 ACE 2°'1 CONTINUOUS � MOUNTED TO STUDS WOOD BLOCKINGS SURFAC MOUNTED TO STUDS I, � THIN BRICK 0 5 5/8" MET& STUDS MOUNTS TO STUDS = OVER 5/8" CEMENT 5 5/8" METAL STUDS b W�L IN O.G. TO PROVIDE BOARD tF t � 2Xb M ETLOGKINC -� STU9S TYP. � BETMEEN HALL STUD f IIAT f 19.1, RITE. Lt� Fy ;II. A BLOCKING LOtlIlk D..A4 ,o_-* . C � �1ANAMT, i t A I l 1 I C S tY/ O.G. TO PROVIDE - I u!/l BLOCKING DAi? / ' FIRT FLY OD TO PROVIDE 1/2`° THIN BRICK OVER V ILOCKINO DETMEN �g I TO PROVIDE CEMENT 130. CONTINUOUS fC AI M r NALL 5 I UD5 — 24" BLOCKINS SURFACE MOURMP TO DS I HW- BY WALL CEMENT 130. - O.G. TO PROVIDE WIDTH; COORDINATE' 2xb WD BLOCKING ',-_._OD_ PROVIDE EXACT MOUNTING C.G. TO PROVIDE 2"C9"t'll L STUDS TYP. HEIGHTS WIT+I C.G. TO PROV117E 2"1 s:\ BLOCKING E � VENDOR AD MOUNTED To STUDS6.6. CONTINUOUS W00D y._. � BLOI SURFACE 5/5" OYP. IDA ® ELOGKIN6 ACE t �- MOUNTED TO STUDS MOUNTED TO STUDS I, � THIN BRICK 0 5 5/8" MET& STUDS C.G. TO VIDE = OVER 5/8" CEMENT 5 5/8" METAL STUDS b W�L IN �,'q BOARD tF I U- � � STU9S TYP. � RUNNING WALL SIDE GRAPHIC BLOCKING DETAIL �1� k NOT ,r s. p"- tl GOLF WALL G LEtliCKING D Y , A a 1 f ► ID FIXTURE LF -33 � y �Q F BLOCKING DETAIL f�� -i ,II =ri . = 3 r, w C.G. TO PROVIDE 2xb VV J BLOCKING BETWEEN KaLL-� STLOS, TYP. t 50' OYP. BOARD NOTE, FOR LOZIER. PRODUCTS, 66 W±VS TO ADD 9" 1 t ,� Ii1 � s �' � �I • C Iii: i�_ Oli) r `qua£ t tl C i I u!/l BLOCKING DAi? NOTTO SCALE TO PROVIDE 1/2`° THIN BRICK OVER V �g I TO PROVIDE CEMENT 130. CONTINUOUS fC AI M r 1/2" THIN BRICK O %II BLOCKINS SURFACE MOURMP TO DS I PROVIDE a CEMENT 130. ',-_._OD_ PROVIDE C.G. TO PROVIDE 2"C9"t'll CONTINUOUS I ♦ 1 � C.G. TO PROV117E 2"1 s:\ BLOCKING E � CONTINUOUS HOOP MOUNTED To STUDS6.6. CONTINUOUS W00D y._. � BLOI SURFACE ® ELOGKIN6 ACE C� MOUNTED TO STUDS MOUNTED TO STUDS LODGE :,lit;- j O r r,1, f 5 5/8" MET& STUDS 0 zrg a 1At DETAIL 5 5/8" METAL STUDS � � C.G. TO PROVIDE 2111 C.G. TO PROVIDE 2"1 m CONTINUOUS NOOD (� CONTINUOUS 0 p BLOCKING SURFACE BL06KING ACE ' MOUNTED TO STUDS MOUNTED TO STUDS NOTE, FOR LOZIER. PRODUCTS, 66 W±VS TO ADD 9" 1 t ,� Ii1 � s �' � �I • C Iii: i�_ Oli) r `qua£ t tl C i I u!/l BLOCKING DAi? NOTTO SCALE TO PROVIDE tt �g I TO PROVIDE CONTINUOUS fC AI M r BLOCKINS SURFACE MOURMP TO DS I PROVIDE a ',-_._OD_ PROVIDE CONTINUOUS I ♦ 1 s:\ BLOCKING E MOUNTED To STUDS6.6. y._. TO PROVIDE 2xb HALL STUPS TYP. LODGE :,lit;- j O r r,1, f 0 BLOCKING a 1At DETAIL NOT To 50ALE C.G. TO PROVIDE 2xb YV BLOCKING BETWEEN HALL STUDS, TYP. t �1- / I m '0a, JFK C C CCS �� , 301 6 �0 4\ CID �� II I II I II I it II II II Iii -O 32 -O 32 0 32 -0 32 -O 52'-0"32 -O 32 -® 521-011241-011 cry Ible 15,41, I "1 1114211 lyll 942'. I I —b I —b� � a � �����' fV 7:. :. �•t.... I I I Design and construction documents as instruments of service are given I I in confidence and rernaln 4he property of ci man use o e f-- —r of this rudesign and Gthese const The u documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, t v aesaa9 Date Issue - - — - — ;:;: a ,8t irHJ 9 .Z llVS3Sbe HdnOA t 6'Oi� L19 I e .l BLOCKING C (D ` s � a O2/I6/20I2�AEI�lD�J➢� 0901 a3ss3alsia 06C -1J9 !J a r BLOCKING G BLOGKINC A 0//0I fE4(I510i®d �� I Otd v DdQ xey� aryl eels O BLOII O I'4° U9 F- -II � w C- - - - - - - - - — - --- - - [-_-�-] - --- --- - --- - - - - - - - - — I,d E7 g GR -205 O! IA k2 Y I I G) z ZE !GM C9 Z oc- o g a o a C} G) t li' oglo Ike - Q o U _--(D Mz­n - - - - - - ®2 a�0.�� �4i� &I all I.I ................... ....... ccnv ;I ... - ..... ....... ......... ......... o POW POINT -� ggih - INiERSECTI® i OF AISLE GENTLRLINIES cw I Hot 11 �p a OE— — – Q — — — — - — — — --- — — -- — — (-- — — — – 1I 6777E G7 Y Y G) N O O (yVJ O s QA K W W W W G 0 Lm o a ®xc 0x Drain By; �.. Project No.: 15101.00 0Ch m a I w h • OF- -0- - - F--- (9 64. ---b-64. I I I OIGI tjr3,3,SOCCEFR 8" I GR -130 OUTDO _ GR -73 SOCCER GRAPHIC GR -735 PHIC _ s LK'G R SSI I I ( OORPIMATE WITH BLK'O R I � I LOCATION OF CO2 - o TANKS - REFER TO F-1 PLAN ~O I I _ BLOCKING 0IL tJ �1 I �— — — - — — — — —- — --I- — I --- - LO KING -- - - --- - - - - -- - - -- - - FER TO DTL EI ON SHT 12i2a OuLK'6 OGKINC A I I I a H H off➢ EE: GKIN L N 13 0GK NC NI �LOCKINC N - - L I _ t3L0GKINC N FSLKC NI � OCKINC fa %n L N ® I J GR 134 RUNNING �[ GR -734 RUNNING GRAPHIC 9111 8W a9 (D Ce (� �'y (D S3NIa g0St4a-U9 GR"!3I R "1 W GR -131 OUTDOOR 12 g -yc 3N A1J3 ' 21 d � GR -132 TEAM SPORTS 12" � I GR -732 TEAM SPORTS GRAPHIC ®®®® G -731 OU'fDOOR G HIC I Q) L- I m 13L®CICINC a y a1� a I I I I I I I - /Xv QOEM GH ==A P 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... I I ILIn <, �2j.l a q ^ek e" I ARCHITECTURAL .;� A2.2iy GRAPHIC PxC L Y VENDOR BLOCKING NOTES_ PROVIDE BLOCKING FOR FIXTURES AS INDICATED IN DETAILS. COORDINATE ALL 5/8" OYF. BOARD SLOCKINIS KITH VENDO . E.R.T. BLOCKING INST ED AS REGUIRED IN RATED (IE APPLICABLE) 4 EXTERIOR WALLS. ADPITIONAL 13LOGKIN6 IS REGUI D AS PER DETAILS THIS %aT. GOLF BAG WALL BLOCKINGIL NOT TO 50ALE FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects,com L !_L L i __ —1-11-1— __AI _ J , ;J_..JIL(L LEGEND 5YM130L DE50RIPTION (REFER TO PLAN FOR HEIGHTS) 2'-0" x 4'-0" FLUORESCENT FIXTURE MELAMINE CEILING A ARGHERY RANGE 1'-0" x 4'-0" FLUORESCENT FIXTURE (REFER TO PLAN FOR HEIGHTS) (FITTING OMS, REGE55ED IN CASH 4 COUNT 2'—O" x 4'-O" SUSPENDED ACOUSTICAL CEILING OM!i) I I &'-0" FLUORESCENT STRIP FIXTURE, PENDANT TURE GRIDSTAL MOUNTED UNLE 5 NOTED OTHE ISE (15-0" A.E.E) �—t 4'-0" FLUORE 0ENT STRIP FIXTURE, PENDANT MOUNTED UNLESS NOTED OTHE ISE (16-0" A.E.E.) 12'-0"HANGING .F. (INED BY VENDOR I). PENDANT MOUNTED HI -SAY LIGHT FIXTURE (REFER TO ELECTRICAL) 16-0"A.E.E. -- _ PENDANT MOUNTED HI -BAY LIGHT FIXTURE (tq/ MOTE BALLAST) REFER TO ELECTRICAL GE55ED DOl4NLI6HT (REFER TO ELECTRICAL) ® PENDANT MOUNTED DECORATIVE L16HT (REFER TO ELECTRICAL.) ® I'X4' SURFACE MOUNTED ARAP AROUND FIXTURE (REFER TO ELEGTRIGL) ■ i _J ! — 5/6" GYPSUM E30ARD CEILING PAINTED P -1O UNL.E55 OTHERY415E NOTED (REFER TO PLAN FOR HEIGHTS) MELAMINE CEILING A ARGHERY RANGE (REFER TO PLAN FOR HEIGHTS) 2'—O" x 4'-O" SUSPENDED ACOUSTICAL CEILING (REFER TO PLAN FOR HEIGHTS) TURE GRIDSTAL 12'-0"HANGING .F. (INED BY VENDOR I). CEILING SURFACE XXX —CEILING HEIGHT XXL \—CEILING FIN15H or LOCATION ��i ec e9� cr) cs� uG o 03 4 „� o IrY r. <°�swk Design and construction documents as instruments of service are given in confidence and remain the "property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated: Date Issue 01/50/2012 BID/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REVISION 2 04/02/2012 REVISION 04/25/2012 REVISION 4 13 Q 10 9i E�� Drawn By: P.fox Project No.: 15101.00 ::vv;.>.rh'�,`<�`:`.\�`3ti„�'' �.g�u✓ R� f%Y�'° . ;{'rv^'jn.�a �si� a x ''z a ,.. ARCHITECTSHERSCHMAN I N C O R P O R A T E D FL. LIC, AR95693 LEGEND SYMBOL D SGRIPTION � � 2'-0" x 4'-0" FLUORESCENT FIXTURE (REFER TO PLAN FOR HEIGHTS) 1'-0" x 4'-0" FLUORESCENT FIXTURE (REFER TO ELECTRICAL) (FITTING ®MS; RECESSED IN GASH 4 HVAC SUPPLY DIFFUSER COUNT ROOMS) MELAMINE CEILING - ARCHERY RANGE -® FLUORESCENT STRIP FIXTURE, PENDANT (REFER TO ELECTRICAL) MOUNTED UNLESS NOTED OTHERN15E ®I 4'-0" FLUORF-5CENT STRIP FIXTURE, PENDANT _'_0" x 4'm0" SUSPENDED ACOUSTICAL CEILING MOUNTED UNLESS NOTED OTHERHISE (REFER T® ELECTRICAL) (REFER TO PLAN FOR HEIGHTS) PENDANT MOUNTED HI -BAY LIGHT FIXTURE SURFACE MOUNTED EXIT SIGN AND LIGHTING (REFER TO ELECTRICAL) 16-0" PENDANT MOUNTED HI -BAY LIGHT FIXTURE (HI (REFER TO MECHANICAL) MOTE BALLAST) REFER TO ELECTRICAL ® RECESSED DOANLIGHT (REFER TO ELEGTRICAL) xxx���ILING BALL MOUNTED LIGHT FIXTURE, AT GOLF. EXTERIOR SECURITY LIGHT FIXTURE. (REFER TO ELECTRICAL) ® PENDANT MOUNTED DECORATIVE LIGHT (REFER T® ELECTRICAL) r�TRACK LIGHTS, w/ COMPACT FLUORESCENT 5/8" GYPSUM BOARD CEILING ACCESS PANEL,TG BE LOCKED (CONTRACTOR IREQUIRED HEADS. MOUNT IS0TTOM OF TRACK @ 1&1-0" A.F.P. (REFER TO PLAN FOR HEIGHTS) (REFER TO ELECTRICAL) ® HVAC SUPPLY DIFFUSER I'x4" RECESSED Y4ALL AASH LIGHT FIXTURE MELAMINE CEILING - ARCHERY RANGE (REFER TO ELECTRICAL) (REFER TO PLAN FOR HEIGHTS) ®I CEILING MOUNTED EXIT SIGN LIGHT FIXTURE _'_0" x 4'm0" SUSPENDED ACOUSTICAL CEILING (REFER T® ELECTRICAL) (REFER TO PLAN FOR HEIGHTS) SURFACE MOUNTED EXIT SIGN AND LIGHTING (REFER TO ELECTRICAL) (REFER TO MECHANICAL) CEIVING DOCK LIGHT SUR�AG� (REFER TO ELECTRICAL) xxx���ILING SPRINKLER HEADS EXTERIOR SECURITY LIGHT FIXTURE. O—CEILING HEIGHT (LOCATED AT ALL EGRESS DOORS) xxx —CEILING FINISH or LOCATION EXTERIOR LL MOUNTED LIGHT FIXTURE. (REFER TO ELECTRICAL) EXTERIOR SECURITY LIGHT (RtEFER TO ELECTRICAL) I 4 '� ARCHITECTURAL CEILING A COORDINATION PLAN ` ._- 2 1'-0 C411�+ r LI Vu `. .41 it ti Design and construction documents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Bate Issue 01/30/2012 BID/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REV15ION 2 04/02/2012 REVISION 04/25/2012 REV15ION 4 a S ® 2®�� o -®q- .q g b g - 6_ A ED - 6 � Drawn By: PSOX Fero iect No.: 15101.00 FL. LIC, AR95693 ARCHITECTURAL CLC. COORD. PLAN ACCESS PANEL,TG BE LOCKED (CONTRACTOR IREQUIRED © TO LOCATE AS FOR ACCESS) ® HVAC SUPPLY DIFFUSER (REFER TO MECHANICAL) HVAC SUPPLY DIFFUSER (REFER T® MECHANICAL) ® HVAC RETURN DIFFUSER (REFER TO MECHANICAL) HVAC CONCENTRIC DIFFUSER (REFER TO MECHANICAL) EXHAUST FAN (REFER To MECHANICAL) SPRINKLER HEADS (REFER TO FIRE PROTECTION D INGS) I 4 '� ARCHITECTURAL CEILING A COORDINATION PLAN ` ._- 2 1'-0 C411�+ r LI Vu `. .41 it ti Design and construction documents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Bate Issue 01/30/2012 BID/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REV15ION 2 04/02/2012 REVISION 04/25/2012 REV15ION 4 a S ® 2®�� o -®q- .q g b g - 6_ A ED - 6 � Drawn By: PSOX Fero iect No.: 15101.00 FL. LIC, AR95693 ARCHITECTURAL CLC. COORD. PLAN N I ROOFING 5Y5TEM OVER NEW ROOF INFILL WHERE RTU 15 BEING REMOVED (REFER TO STRUCTURAL) I FF — — — — — — — — — — — - I I I I L——— — — — — — — —,. —. — — J O C?. _._ EXI5TIN6 ROOF DRAIN AND OVERFLOW TO REMAIN OF PAVERS AT ALL UNITS REFER TO 5PEGIFIOATION5 I FIZ ROOFING SYSTEM OVER NEW ROOF WILL WHERE RTU 15 ) BEINi 14'-0y2" ROUGH OPN'6 11, -Ilk OA000 POOR T e -l -All 51-011 ROU6H OFMS VIF (t) DUAL-AGTIN6 DOORS (f) GOILINry 5F_PvirE PooR 15CALE 1/4" = 1'-0" 1� 211-411 I j 1-4E1 ROUGH OPN'G 21, 21, III oilL 21, HEAD MAT'L TYPE HARE RDNA 5ET NO. 2" 2" 31-011 L -011 2" if OT, NO. 41-011 T R.O. REIMUIREMENT5) FIRST FLOOR �W �4 A ALUM./GLASS 141-011 x -1'-0" (PACKAGE) ALUM. J-5 ALUM, H-5 I INFRARED SENSOR OPERATED AUTOMATIG 5NIN67 OR DOUBLE SLIDERS - SEE NOTE #4, #15, #16, #15 llEXIT" 1000 Iola TEAM 5PORT5/5ALE5 EXIT 6 HOLLON METAL (2) 51-0` x 1'-0" x 1 5/4" H. MTL, __ H. MTL. FIELD VERIFY DIMENSIONS. 5.5 NOTES #2, #5, #5, #6 (4a HEAD) "EXIT`' Iola 101r, FITTING ROOM G Y4000 51-0" x -t'-O" x 1 514" 15 NOTES #14, #11, #21 "ACCE551BLE" 101r, lold FITTING ROOM G NOOD 5'-0" x -1'-0" x 1 5/4" a_ 15 (D NOTES #14, #11, #21 101 IL FITTING ROOM 6 NOOD V -O" x`11-0" x 1 5/4` 15 NOTES #14, Wt, #21 "ACCESSIBLE" 1010 lolf F117INCY ROOM 6 Y4000 V -O" x 1'-0" x 1 3/4" 15 7 - 101f 102 GOLF STOCK C, HOLLON METAL if) H. MTL. J-5 H. MTL. H-3 q ---- 102 1050 RE5TROOM CORRIDOR ---- 41-011 X 110011 H. MTL. J-6 H. MTL. H -b 18 FRAMED OPENING "RE5TROOMW 1050 105b ARCHERY FULL LITE ALUM, DOOR G W FULL LITE ALUM. DOOR H.M. DOOR 4 FRAME Yq/ 51DELITE H.MTL. 4 NINDON FRAMINE 4 NOTES "OFFICES" NOTES 105r, CORRIDOR EXIT I. 5EE 5FECIFICATIONS FOR GLAZING HOLLON METAL I. 5EE SPECIFICATIONS FOR GLAZING H. MTL. REGUIREMENT5. H. MTL. REQUIREMENTS. 3.2 NOTES 2, "EXIT" 105r, I06 DATA/AV ROOM (T) ® 1/4" TEMPERED GLAZING PANEL 6-0" x 1'-0" x 1 5/4l' K0 15CALE 1/4" = 1'-0" 1� 211-411 I j 1-4E1 ROUGH OPN'G 50ALFE 1/4" NOTE: MULLION 6WER5 TO MATCH 956 -EXTERIOR HARTFORD GREEN ON EXTERIOR ONLY. NOTE; ALL GURTAINKALL 5Y5TEM5 BY VENDOR # 10. $ VENDOR #20 NOTE: ALL CURTAINNALL WALL BE IMPACT RES15TANT GLAZED 111111111115-M CHAIN LINK GATE GAL\/. CHAIN LINK GATE Q�r 9 NOT U5EO 50ALE 1/4" =: I--0" DOOR AND FRAME SCHEDULE DOOR Na LOCATION TYPE MATERIAL SIZE JAMB MAT'L TYPE HEAD MAT'L TYPE HARE RDNA 5ET NO. RATING REMARK5 OT, NO. 50ALFE 1/4" NOTE: MULLION 6WER5 TO MATCH 956 -EXTERIOR HARTFORD GREEN ON EXTERIOR ONLY. NOTE; ALL GURTAINKALL 5Y5TEM5 BY VENDOR # 10. $ VENDOR #20 NOTE: ALL CURTAINNALL WALL BE IMPACT RES15TANT GLAZED 111111111115-M CHAIN LINK GATE GAL\/. CHAIN LINK GATE Q�r 9 NOT U5EO 50ALE 1/4" =: I--0" DOOR AND FRAME SCHEDULE M." o". g� I 'I 4 W �Im 7 � E � 4 r DOOR Na LOCATION TYPE MATERIAL SIZE JAMB MAT'L TYPE HEAD MAT'L TYPE HARE RDNA 5ET NO. RATING REMARK5 INTERIQR5IGW5E REFER ADA.0 (TO FOR MOUNTING NO. REIMUIREMENT5) FIRST FLOOR 1000 VESTIBULE A ALUM./GLASS 141-011 x -1'-0" (PACKAGE) ALUM. J-5 ALUM, H-5 I INFRARED SENSOR OPERATED AUTOMATIG 5NIN67 OR DOUBLE SLIDERS - SEE NOTE #4, #15, #16, #15 llEXIT" 1000 Iola TEAM 5PORT5/5ALE5 EXIT 6 HOLLON METAL (2) 51-0` x 1'-0" x 1 5/4" H. MTL, J-4 H. MTL. H-4 5.5 NOTES #2, #5, #5, #6 (4a HEAD) "EXIT`' Iola 101r, FITTING ROOM G Y4000 51-0" x -t'-O" x 1 514" 15 NOTES #14, #11, #21 "ACCE551BLE" 101r, lold FITTING ROOM G NOOD 5'-0" x -1'-0" x 1 5/4" 15 NOTES #14, #11, #21 101 1010 FITTING ROOM 6 NOOD V -O" x`11-0" x 1 5/4` 15 NOTES #14, Wt, #21 "ACCESSIBLE" 1010 lolf F117INCY ROOM 6 Y4000 V -O" x 1'-0" x 1 3/4" 15 NOTES #14, #11, #21 101f 102 GOLF STOCK C, HOLLON METAL V-0" X 1'-0" x 1 5/4" H. MTL. J-5 H. MTL. H-3 q ---- 102 1050 RE5TROOM CORRIDOR ---- 41-011 X 110011 H. MTL. J-6 H. MTL. H -b 18 FRAMED OPENING "RE5TROOMW 1050 105b OFFICE CORRIDOR G HOLLON METAL 6-0" x 1'-0" x 1 5/411 H. MTL, J-5 H.MTL. H-3 4 ---- "OFFICES" 105b 105r, CORRIDOR EXIT 6 HOLLON METAL (2) V -O" x 1'-0" x 15/4" H. MTL. J-5 H. MTL. H-5 3.2 NOTES 2, "EXIT" 105r, I06 DATA/AV ROOM 6 HOLLON METAL 6-0" x 1'-0" x 1 5/4l' K0 J-5 KD H-5 lb 101 L055 PREVENTION G HOLLOW METAL 5-0" x 1'-0" x 1 3/4` KD J-3 K0 H-5 b ---- 101 105 STORE MANAGER r, HOLLON METAL 5-0" X 1'-0" X 1 5/4', K0 J-3 KD H-3 b ---- 115TORE MANAGER 108 Ioq DEPARTMENT MANAGER C HOLLON METAL 6-011 x.11-0" x 1 5/411 KV J-5 KV H-3 (0' MANASER IOq 110 BREAK ROOM 51-011 X I[-oll KV 11-6 KD H-6 Ib FRAMED OPENINGS, 110 III CASH ROOM C, HOLLOW METAL 61 ,0X'I'-O" x 1 5/4" KU J-5 KD H-3 11.1 Ill 112 COUNT ROOM C, HOLLON METAL 6-0" x 1'-0" x 1 5/4l' KD 1.1-5 KD H-5 q.1 ---- 112 115 NOMEN'S TOILET ROOM C, HOLLON METAL 31-011 X 11-0" X 1 5/411 H. MTL. J-5 H. MTL. H-5 5 NOTE #5 "NOMEN" 115 114 MENS TOILET ROOM 0 HOLLON METAL 5'-0" x 1'-0" x 1 3/41' H. MTL. J-5 H. MTL. H-5 5 NOTE #8 11MEN" 114 115a STOCKROOM E H16H IMPACT Yq/VP (2) V -O" x q' -O" x 1 3/4" H. MTL. J -b H. MTL. H -b 15.1 POLY CORE, NOTES #1 115 115b STOCKROOM E H16H IMPACT Yq/VP (2) 5'-0" X q' -O` x 1 5/4" H. MTL. J-6 H. MTL. H-6 10.1 POLY GORE, NOTES #1 115 Ilba RECEIVING F ROLLING STEEL bl-011 X at -oil SEE SHEET A1.1 12.1 1160 A lbb RECEIVING EXIT EX15TING DOOR V -O` x 1'-0" x 1 5/4" H. MTL. J-4 H. MTL. H-4 10 A3, #5, #b #22. MVIM BLANK PLATE FOR EKMRIOR "EXIT" 116b 1160 TRASH GOMPA( TOR K HOLLON METAL 51-511 X 51-511 H. MTL. H. MTL. H-4 11 1 1/2 HR. NOTE5,W, #11 Ilk" 1_17 FO6TN6AR­/5TOGKROOM C, HOLLOA METAL 5'-0" x 11-0" x 1 5/4" H. MTL. J-1 H. MTL. H-1 4.1 --- 11115 ELECTRICAL ROOM L CHAIN LINK 41-011 X bl-oll 11 NOTE #11 Ilb IN NOT USED Ilq 120 ARCHERY H ALUM. V-6" x I' -Oa x 1 3/4" ALUM. J-1 ALUM. H -I 2 N01r:; #20 120 121 NORK ROOM G HOLLON METAL 5'-0" x 1'-0" x 1 3/4` H. MTL. J-3 H. MTL. H-3 q ---- 121 122 AORK SHOP J ALUM. 51-011 x 1'-0" x 1 5/4" ALUM. J-1 ALUM. H-1 2 NOTE #20 122 125 DISPLAY ALUM./GLASS 21-811 X 11-111 SEE SHEET A10 15 NOTE 0:20, STOREFRONT MANUS. 123 124 DISPLAY ALUM./GLASS 21-511 X 11-111 SEE SHEET A1.0 15 NOTE #20, STOREFRONT MARF. 124 125 MALL ENTRANCE N ---- 20'-5" x W-4" VERIFY IN FIELD SEE SHEET Al2.4 15 125 x121 ELEVATOR EGUIPMENT EX15TIN6 DOOR 31-011 X 1'-0" X 15/41' Cf NOTE #22 121 A28a STOCK ROOM EGRESS EXISTING DOOR V -O" x 1'-0" x 1 5/4" 10 1 HR NOTES #22 1200 A286 STOCK ROOM EGRESS EXISTING DOOR 5-0" x 1'-0" x 1 5/4" 10 1 HR NOTES #22 128b xl2br, OF ACCE55 EXISTING DOOR 3'-0" x 1'-0" x 1 5/4" 4 NOTES #22, #25 125 xl2cla GOLF EGRESS EXISTING DOOR 5-0" x 1'-0" x 1 5/4" 5.4 1 HR NOTES #2, #5, #22 12ga xl2qb GOLF E6 55 EX15TING DOOR 5'-0" x -t'-O" x 1 5/4" 10 1 HR NOTES #5, #5, #6, #22 12qb X1500 EXIT STAIR EXISTING DOOR 3'-0" x I' -Oa x 1 5/4" 10 1 HR NOTES #3, #22 1300 X150b EXIT STAIR. EXISTING DOOR V -O" x 1'-011 x 15/4" 10 I HR NOTES #5, #22 150b A51 ELEVATOR EQUIPMENT ROOM EXISTING DOOR 5'-0" x 1'-0" x 1 5/4" q NOTE5 #5, #6, #22 )(131 1 A52a LONER CORRIDOR EXISTING DOOR V -0a x 1'-0" x 13/4" 10 1 HR NOTES #22, #25 132a A52b LONER STAIR EXIT EXISTING DOOR 5-0a x 1'-0" x 13/41' 10 1 HR NOTES #3, #5, #6, #22 132b 135 LL DEAD SPACE 6 HOLLON METAL V-0" x 1'-0" x 1 5/4" Kr? J-2 KD H-2 q NOTE 24 135 154 LL OF -AD SPACE 6 HOLLON METAL 5'-0" x 1'-0` x 1 5/4" KO J-2 KO H-2 q NOTE 024 154 X135 OF ACCESS EX15TING DOOR 11.1 1 1 NOTE #22 - SEE SHEET A4.0 X155 M." o". g� I 'I 4 W �Im 7 � E � 4 r Rlbk� g ffli, VT N, Cf.) J Design and construction documents as Instruments of service are given in confidence and remain the property ofI-I rschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Issue 01/30/201.2 BIO/PERMIT 02/16/2012 ALDDENDUM I 05/22/2012 REV 15ION 2 Drawn By: P.f ox Proiact No.: 15101.00 I FL. LIC, AR95693 I/61 1 5 5/411 11 4 . i I/4" 4 11b" i/Ib" CONN--EXTERIOR GTIION, SEE NALL SECTIONS 5/5" GWARD ON /6" G E30A ON LINT L,SEE --'" ~(9" METAL STUD FRAMING 5 50' METAL 5TUP 5TRJJCTURAL PRANIN65 � ° FRAMING EXTERIOR INTERIOR - 5/4°' SLA MAY —3/4" 5LATAALL MAY OCCUR, EITHER SIDE, SFEAINiFD H.M. OGGUR, EITHER SIDE, SEE PAINTED H.M. - INTERIOR ELEV. - INTERIOR FLEV. " F ME � FRAME, FILL SOLID BOOR I KITH MORTAR -- 9— _ X DOOR PREFINISHED ALUMINUM CURTAIWIALL, SEE SPECIFICATIONS GASKET, SEE CIFIGAITON5 I" INSULATED 6LA55 a PLAN OR SECTION VIEA INTERMEDIATE / WISHED ALUMINUM CURTAIN L, SEE SPECIFICATIONS tn GA T, SFE 5PEGIFIGAITON5 I'l INSULATED GLAEG ff a !Pry 1� ` i 4 I i , L L FRAMING � R 's i r , NG 8 ISYSTEM DS T r NOTE 1, REVERSE DOOR. 5AIN67 FOR COMPACTOR DOOR 2. 5 1/2°' FRAME FOR COMPACTOR DOOR. 5. SET DOOR FRAME BACK FROM FAGS OF MA50NRY 50 THAT INSIDE FACE OF DOOR 15 NO MORE THAN 6" FROM IN51DE FACE OF NALL. FURRED NALL CONDITION EXTERIOR AALL INTERIOR ON FRT BLOGKING VNHERE CONSTRUCTION, SEE APPLICABLE NALL SECTIONS — TTYPE MA50NRY FALL —1ANCHOR CONTI U5 BEAD OF �-r5EALANT, BOTH SIDES ® F,-: _ PAINTED H.M. FRAME, FILL ;e�4: L�•� SOLID YqITH MORTAR ° DOOR THRESHOLD REINFORCED CELL, SEF2" D.O. SELOVN STRUCTURALD INGS EXTERIOR J-4 JAMB DETAIL 50ALE; 1 1/2" a I' -0-o ass' HEAD AD D E TA111 TUBE STEEL IOR v `. � .--- /�"' GYPSUM SOA ® METAL STUD FRAMING STOCK SIDE 2" THIN BRICK OVER 5/6" CEMENT WARD ON 6" KEY FACE OF DE56RIPTION METAL 5TUD FRAMING KEY MATERIAL .-- /4°' SLATAALL MAY C -I ALUMINUM BUMPER MOTION SENSORSPAINTED H.M. OC,EITHER SIDE, 5E HOLLOIN METAL METAL (ADA) F INTERIOR ELEV. 5OUTHNE5T GREEN5 ® PROTURF - PTNR - 4200 SIDEPIALK OR BI -PARTING AUTOMATIC BOOR COORDINATE 1 PAINTED H.M. F 5OUTHNE5T 6REEN5 - FRINISELOW ® NFUP 5LIDING DOORS cq/ HIGH IMPACT INFOR.GIN� OFF MF VE5TIBULE - CARPET TILE X EMERGENCY BREAKAHAY DOOR MAY AND HEAD FOR HIGH ®®OR WE DOOR5 AND 51DELITES OCCUR, SEF IMPACT DOOR __.. V-922 VGT - GHEGK®OUT SCHEDULE ATTACHMENT MT -26 METAL V-21 H-6 HEAD DETAIL H-7 HEAD DETAIL OUTDOOR5/TE,AM 5PORT5/GHEGK-OUT V -SO SCALE; 1 1/2" ® I'-011 SCALE; 1 1/2" ® 1'-0" DOOR A5 IOR FINISHES 5CHEDULED KEY FACE OF DE56RIPTION MA50NRY KEY MATERIAL BEYOND C -I ALUMINUM BUMPER 5HAN PATGRrAFT-BL 0512P®O SES THRESHOLD HOLLOIN METAL METAL (ADA) ¢� FRAME CONCRETE 5OUTHNE5T GREEN5 ® PROTURF - PTNR - 4200 SIDEPIALK OR BI 5 G® PLATFORM 5OUTHNE5T 6REEN5 - FRINISELOW ® NFUP MT®25 METAL FINISH FLOOR VE5TIBULE - CARPET TILE (5FF FINISH V.C.T.; RAMP UP TOPLA METAL V-21 VCT ® FITNE55 AND THROUGHOUT nrawm Inm -rr 9=C-U�l t -)I f )" - Ie3IWT PH I r-$� ARM5TRON6 - 5TANDA EXGELON IMPERIAL TEXTURE - 51515 - PUMPKIN ORANGE MT -25 __.. SCALE 1 1/2 = 1'-0" -G ET, SEE SPE6IFICAITON5 EALANT JOINT AND BACKER ROD, DOTH 51DE5 EXTERIOR INTERIOR SEE5TRUGTURAL PLANS FOR SIZE DOOR AS AND LOCATION ALUMINUM SCHEDULED SHIM ALUMINUMo � —r5EP THRESHOLD T SHLD FINISHED ALUMINUM � BA( 2 MAX SLOPE ® ® SIDI 2 MAX SLOPE CONCRETE I V- CURTAINNALL, SEE I 51VEHALK OR PLATFORM SPECIFICATIONS A. , FINISH FLOOR (SEE FLOOR LINE FINISH PLAN) SPE 1/2" JOINT FILLERCURTAINWALL FRAMING 9 SECTION -� INTE IOR FINISHES UFDATED : 2.0b.2011 KEY MATERIAL DE56RIPTION KEY MATERIAL C -I CARPET - THROUGHOUT 5HAN PATGRrAFT-BL 0512P®O MT -20 METAL G-2 TURF FIELD ® PUTTING GREEN 5OUTHNE5T GREEN5 ® PROTURF - PTNR - 4200 MT -21 METAL G® TURF FRINGE - GLEAT5/PUTTIN6 GREEN 5OUTHNE5T 6REEN5 - FRINISELOW ® NFUP MT®25 METAL F®5 VE5TIBULE - CARPET TILE PATTERN - HEARTY M055 ROWER POINT (REFER TO 5PEGS) MT -24 METAL V-21 VCT ® FITNE55 AND THROUGHOUT ARM5TRON6 - 5TANDA EXGELON IMPERIAL TEXTURE - 51515 - PUMPKIN ORANGE MT -25 METAL V-922 VGT - GHEGK®OUT ARM5TRON6 m STANDARD EXGELON IMPERIAL TEXTURE - 51g15 - GHARGOAL MT -26 METAL V-21 VINYL N000 PLANK FL RING 5HAN LVT m DEGON000 0005V- 04124 ,L16HT MAPLE MT -25 OUTDOOR5/TE,AM 5PORT5/GHEGK-OUT V -SO VINYL W000 PLANK FLOORING ® LODGE/OUTDOORS 5HAW WT m DEGON000 0006V- 02185 MT -40 LODGE V-40 VCT - THROUGHOUT ARM5TRON6 - 5TANDARD EXCELON IMPERIAL TEXTURE - 51804 - 5TERLINC7 N0-22 CEDAR HOOD PL,ANKIN6 (MALL ENTRANGE5 ONLY) Vm45 VINYL NOOP PLANK FLOORING - FOOTWEAR 5HAN LVT ® DEGOW00D OOObV- 021gb NDm50 L006E/GAMPI /OUT 0085 T®I 1211 x 12" GER MIG TILE AGP - OCOEE NATURAL WONDER 1082003 N0-55 INF -5T COA5T 5TORE5 ONLY G5 CONG TE SLS NEN NEN CONCRETE FLOOR. A MINI OF 2 COATS CLEAR SEMI--GLO55 ACRYLIC NATER LASED SEALER TO BE APPLIED. BR'K-2 EN0I60Ti G5 CONCRETE SLA�� EXISTING EXISTING CONCRETE SL TO BE CLEANED. A MINIMUM OF 2 COATS CLEAR 5EMI-6L 5 ACRYLIC NATER BASED SEALER TO BE APPLIED. VF -04 AMTIC®m UA MEN AND UA MEN YN750 - FUSED BIRCH. TILE SIZE S" X 6". IN5TALL PERPENDICULAR TO MAIN AISLE. ADHE51VE 15 AMT160 515 � E®50 RESILIENT BA5E ® 6" VINYL COVED VF -05 AMTICO- UA MEN AND UA WOMEN LA2I - LINERA METALLIC STEEL. TILE 51ZE 6" X 56". INSTALL PARALLEL TO MAIN AISLE. ADHE5I\/E 15 AMTIGO 515 VF -06 AMTIGO- UA MEN AND UA WOMEN EVER -LAST EL -02 GRIPPIN GREY 10 - - FN553- PURE PLAIN POPPY. TILE 51ZE 5" X 6" CURVED ACCENT. ADHESIVE 15 AMTICO 5-13 GRIPPIN 6REY "10" - 3.5 MM GL -I AGOU5TIGAL TILE R-21 GL -2 6YP5UM BOARD GEILING P -g PAINT ® TOILET ROOM SHE IN NILLIAM5 - 5110056 ® BUCKRAM BINDING ,D T5-5 VINYL P®10 PAINT m THROU6HOUT 5HERAIN NILLIAMS ® 511-1102 m WHITE FLOUR TS®4 VINYL P-12 PAINT - LODGE/015PLAY ROOM5 SHE IN MILLI M5 - GU5TOM LOU15BUR6 GREEN TSS VINYL P-50 PAINT - THROUGHOUT ® GEILIN6 4 GOLUMN5 5HF-RV41N NILLIAMS - 5N61g6 m FR05TY WHITE T5 -g VINYL P-54 PAINT - THROUGHOUT SHE IN NILLIA�MS ® OU5TOM INTERIOR HARTFORD GREEN T5@10 ALUMINUM P-62 PAINT ® TEAM 5PORT5 SHE IN NILLIAtMS - 5N6g62 - DAZZLE Pa65 PSA I NT - I KE5/F I TNE55 5HERY41N NI LL I,AM5 m 056 GU5TOM VERNAL FALLSFRP®I F I BER6LA55 REINFORCED PANEL ® JA�NI TOR,'S INK P-66 PAINT m BIKE5 $ LODGE FOCAL AALL5 SHE IN NILLIAM5 ® 5N6bb2 - DAREDEVIL AGV-2 AGROVYN PANEL g26[ OY5TER GRAY P®61 PAINT - TEAM 5PORT5/60LF D00R5 4 TRIM 5HERAIN NILLIAM5 - 956 GU5TOM BRICK 2 C6®2 AGROVYN CORNER GWARD #q2q OY5TER GRAY P®bq PAINT - BIKES/FITNE55 5TRIPE 5HE IN NILLIAM5 ® 5W04 A 50FT RE BT -I BT -2 BA5E TILE m RE5TROOM5 BASE TILE - RE5TROOM5 P®16 PAINT m TEAM 5PORT5 5TRIPE 5HERAIN NILLIAM5 ® 5N6g66 -BLUE-BLOOD P-16 PAINT m L006E 5TRIPE SHE IN NILLIAMS - 511-'068 ® IRON ORE 6®1 GROUT - RESTROOM5 P -b2 PAINT ® THE NORTH FACE VENDOR SHOP 5HF-RY41N NILLIAM5 ® CU5TOM MILLION DOLLAR RED NTRI ,AGGENT YIALL TILE ® RE5 OOM5 P-84 PAINT - NIKE VENDOR SHOP 5HERAIN NILLIAM5 m 056 GU5TOM PM5 GOOL GRAY 11 LIGHT WT -2 Y4ALL TILE RE5TROOM5 P-85 PAINT - NIKE VENDOR 5HOP 5HERY41N NILLIAM5 - 5NAb416201 ALL 5URFACE ENAMEL LATEX SATIN BLACK P -g1 P-g2 T PAINT - UNDER ARMOUR 5HOP 5HERV41N NILLIAM5 ® NEBULOU5 WHITE 5Ni06 sr— 5HERY41N N I LL I AM5 - GRAY MATTER5 - 5AT I N 5A JO06b PAINT ® FrOOTNEAR PL®5 UNDER ,ARMOUR SHOP ARBORITE P-525 MX BRUSHED PEWTER PL -21 OFFI6E5/60LF NIL50NA T - 04b2-60 MATTE - BLACK FO 5T GREEN PL -24 GOLF SHOP PIONITE ® NG411®N - YORK5HIRE CHERRY PL-25 GOLF 5HOP FORMICA ® gOg®5& ® MATTE BLACK PL -51 NORK 5HOP/FITTING ROOM/CHECKOUT FORMICA 10-5b - FIN15H OAK TO MATCH ANTIQUE A5H PL -5q LODGE FORMIGA (9102-56 GRENADINE PL -41 GOLF 5HOP FORMICA 5804-45 WILD CHERRY ART15AN FIN15H PL -42 NIKE VENDOR SHOP PIONITE - 5EI01 - SUEDE BLACK MDF MED I UM DENS 1 TY F I BER BOARD - TRI M AND BA5E PAS I NT GRADE NMDF THEMOFU5ED MDF MOCK CLEAR MDF -DD DOUBLE DENSITY MDF LOCAL SUPPLIER ® PAINT GRADE ML -I THERMOFUSD MELAMINE PANEL WHITE ® PROVIDE WHITE PLASTIC GAP5 OVER FA5TENER5 156AL.E: " = I' -O" DESCRIPTION METAL POWDERGOAT - BLACK GAS BIDE METAL PONDERGOAT - MI5TY GRAY WRINKLE LDED MIRE MESH - PLATIN STEEL FLAT EXPANDED METAL METAL PONDERGOAT ® DARK GREEN METAL PONDERCOT - SILVER ROUGH RAIN STEEL WITH G.O. GALVANIZED METAL 6" TONGUE AND GROOVE CEDAR ,AND M156. TRIM 4 B,A5E, ,ANTIQUE jA5H WHITE OAK - 50LID H,A DNOOD ® QUARTER 5ANN - 6" WIDE TEAM 5PORT5 1/2" MODULAR THIN BRICK - RED 5MOOTH BLEND; GROUT: MAPEI SIO-BLOGK W 5TRAIN YV 111 JOINT5 MALL EN NSE 1/2" MODULAR THIN BRICK - RED 5MOOTH BLEND; GROUT: LA FARCE NON-FADIN67 #121 JOHN50NITE #40 BLAGK ARM5TRON6 - F155URED #155,24" x 46" x 5/8" LAY IN TILE - COLOR TO BE VVITE PAINTED P-10 UNLE55 NOTED OTHE 15E REFER TO }A,O JOHNSONITE - # EG° -SO -H TRANSITION MOULDING BIS EN CARPET AND CONCRETE (SEE A2.0) - COLOR #bO FANN JOHNSONITE # GTA-00-ATRAN91TION, MOULDING BETYIEEN RESILIENT FLOORING AND CARPET (SEE A2.0) - COLOR #SO FAVNN JOHNSONITE - # RRs-ao-c TILE REDUCER BETMEEN RESILIENT FLOORING AND CONCRETE (SEE A2.0) COLOR #80 FAVNN JOHNSONITE G -150 -VN EDGE &UARD EETHEEN RESILIENT FLOORING AND MAT (SEE A2.0) - COLOR #ISO S15AL SCHLUTER SCHIENE TIRAN51TION STRIP BETWEEN VCT AND CERAMIC TILE IN RESTROOM - ALUMINUM .015" THICK PANEL ADHERED TO WALL5, WITH PVC MOLDINGS ON 2 SIDES OF MOP RECEPTOR SINK, 6-0" HIGH x 4'-0" IMIDE .040 THICK PANEL, FEEBLETTE TEXTURED, ADHERED TO WALL5 OF GORRIVOR5 TO STOCKROOM (REFER TO ELEVATIONS) MODEL 5M-20 -.040 FEEBLETTE TEXTURED; ADHERED TO OUTSIDE CORNERS IN CORRIDOR, SUFPLIED V41TH ALUMINUM RETAINER AND TOE' TTOM ENDCAP5 ACP - OCOEE NATURAL NONDER lOg2b42 m 6" x 12" GOVE TILE EASE AGP - OCOEE NATURAL WONDER I0g2516 ® 411 x 12" BULLN05E HYPROMENT - SAND BE16E H14b - Wb" JOINT R.E(OMMENDEL) AGP - OCOEE NILDNATER 1Og2000 - 12" x 12" HALL TILE ,ACP ® OCOEE NATURAL WONDER I0g2005 ® 12" x 12" WALL TILE q t � Qr- Design and construction documents as instruments of service are given in confidence and remain the property of Hersehrnan Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date, Issue, 01/90/2012 BIWF RMIT 02/16/2012 ADDENDUM I 05/22/2012 REVI5I0N 2 �s Q --p b��� E® U�"� E ro m a"M Drawn By: P.fox Pro ioc t No.: 15101.00 sP L 11' il II '.I L 1 11111 ' _jJ EXTERIOR MAVa Yii F .i i't _LVk A N. VENEER BRICK GROUT 1 •r 121 ._ ..._ "i MASONRY _ O MAT 411 _ _ r CENTER COLOR s STANDARD GRAY, BEE SPECIFICATIONS 4" SPLIT-PAOF-12 0N R.. UNIT COLOR = STANDARD GRAY. SEE SPECIFICATIONS , , ; 4" 5MOOTH-FACED, CENTER SCORED P;MASONRY UNIT COLOR = STANDARD GRAY. SEE 5PECIFICATION5 C.Or INSULATION FINISHEE SPECIFICATIONS I..A, EXTE LOR = MATCH (P-51) CAEN STONE 6W 0028 EXTERIOR INSUa OFINISH COLOR = MATCH (P-50) PSG EXTERIOR HARTFORD GREEN PREFINISWED CORRUGATED METAL ROOF, COLOR TO MATCH PREFIN13HED METAL COPING, SEE SPECIFICATIONS COLOR m. DqG EXTERIOR HARTFORD GREEN III EXTERIOR STAIN, SEE SPECIFICATIONS - COLOR = (P-51) CAEN STONE SW 0026 _ STAIN, BEE SPECIFICATIONS EXTERIOR PAINT, BEE SPECIFICATIONS COLOR = (P-50) QSG EXTERIOR HARTFORD GREEN EXTERIOR PAINT, SEE SPECIFICATIONS COLOR = (P-51) CAEN STONE 5W 0020 :r EXTERIOREXTERIOR PAINT, SEE COLOR = SPECIFICATIONS - ALUMINUM SLIDING DOOR, SEE SPECIFICATIONS COLOR t9— OF MULLIONS TO MATCH DSG EXT. HARTFORD GREEN. INDIVIDUAL LETTER SIGNAGE w/ INTERNALLY ILLUMINATED LETTERB, SUPPLIED AND INSTALLED BY VENDOR 08 LETTERS, SUPPLIED AND INSTALLED BY VENDOR -#b EXTERIOR DECORATIVE LIGHT FIXTURE, 5EE ELECTRICAL Df EXTERIOR SECURITY LIGHT FIXTURE, SEE ELECTRICAL �. 1 BOX SIGN �� .., DETAIL a b�i4 4 �nv 0 Lug T.®. MA50NR�' I�LEV. ; i5 T.c0. ENTRY FEATURE ELEV. 42F-0a- EXISTINS FINISHES TO REMAIN r PAINT -21 _ . III _ r_rr � r itR�■'i�, 0 �IGIt��I��� I 'il Ilit r �_ •- -""' �; ■rli��■.-■ i ^III ���I II IIIIIIIIIhll�llllul-lI�lll�l�ly!l11�1161161I�llllllll II IIfiol.'' 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IS M.a�� ...........�_.. ._..__.,_..,_..........�u,_„.._,....,,...._....,.... ..., _ _w,,. �9999�8899898�999BI��aaaaaa:aa:a aaa��Qe�eeee.r,��.�.�.--^� ... - z t;f P t nilIL H", {, Ip4v -r- WL r- 1 EN9 TO MATCH STOREFRONT (HARTFORD GREEN) Q NEW MASONRY PIS AMU PILASTERS (SEE PLANS). �,rv��1p e s;, �9 } o/ Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction he for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Flersuhman Architects, Incorporated. Date, ISSUe 05/22/2012 ®R.EVI5I®N 2 ■ r ,ydl a® �5 TH s , 0 26 ® - � ;73 Ali ®W f U� E�� MA SEB Drawn by: P.` ox Project No 25001 EMERY ROAD, SUITE 400 CLEVELAND, GH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www,herschmanarchitects.com BUILDING ELEVATIONS A6.0 I of e r EN 5! O 4 1 M I 5/5" ABU5E-RE515TANT i P. 6 AF 1 SECURITY POSTS ANCHOREP rrwAO.All 5/b° GYP. Bu. (FAINT A5 SCHEDULED) £SII MTL STUDS @ IV O.G. " 51b" GYP. Ev. (FAINT AS SCHEDULED) /�ST FRONT GLAZING �! SYSTEM (TYP) 21 A ELEV SllW4a A.F.F._ ®PIN% T0` OF COPING SIM, ELEV 51 A.F.F. TOP OF COPING ELEV —0" A.F,F. SAINT FREAK LINE ELEV. 20'-0" A.F.F. Top OF MA50NRY PILASTER 16'®x" _A.F.F. STEEL FEARING HEIGHT 4-7 :. STEEL X-EIRAGING 4 BEAMS (REFER TO STRUCTURAL T"YP. OF 6) ELEV. 121®OII A.F.F. EIFi-I 5TEEL FEARING HEIGHT �0 2 •55URE TREATED YW. NAILER FLOCK. (T ) 5/0" EXTERIOR GRADE. GYP5UM SHEATHING. EM MEMBRANE ROOFIN& (REFER TO 5F°EGIFIGATION5) R tI INSULATION 510. g (REFER TO 5PEJ CATIONS) INIVE FLANGE BEAMGL (REFER TO STRU TUR I° M#1 XI A- 0- ANGLESUPPORT PPORT (REFER TO STMft M V _ of 8 IT (REFER TO 5TRU( 1 Y°r dtiti,r,+ �IIRi. I u yI� HAT- �HANNEL5 AS REQUIRED FORSOFFIT el II: PA i u rt h gtwlOf�1..71111d'' p A r ' rt SEALAN fir' �'�� ��`� g.,, �'� � .,•�, Ifr t I �`+ �y f# h ;EXTERIOR ".w. Li rR t!IA R MATERIALS 0 � FACE BRICK . GROUTCOLOR - BELDEN BRICK - RED SMOOTH MODULAR #505-�05 (MATCHING PAINT - 056 EXTERIOR BELDEN) '_ LAFAR6E iRi R' y ®4" WLIT—FtLED, J 51 MA50NRY COLOR = STANDARD GRAY, SEE SPECIFICATIONSI ,3 t a1 Y�is g j'j l 4" 5PLIT-FACED MASONRY UNIT SMOOTH-FACED, CENTER _,i! , ORED MASONRY UNIT dF A, COLOR STANDARD .M ': ;� .. " r 7 � fid. rty "1 ,� w,•< s EXTERIOR INSULATION E. ' fdd r }' (• rn�`y �}r�ry, f# �'7t Il�!'4 dO `t(7f Y A` kf;l4 5d4 SrYP'!y _ d t EXTERIOR INSULATION COLOR :- - ��<:I1 li I �l roc. - -� ,� -:. �, - - � ROOF, � � �� �"• _ . ..OO MATCH056 i 5 , T. HARTFORD GREEN SEE spEorirAnoNs P,,, METAL COPIN6,5EESFEvFicAjJCOLOR = 956 EXTERIOR HARTFORD GREEN EXTERIOR _ .:.k, _.._ 5PEEWENrioNsEXTE TR STAIN, _EE _._ EXTERIORt N SPECIFICATIONS COLOR EXTERIOR HARTFORD GREEN� EXTERIOR PAINT, SEE SPECIFICATIONS COLOR -51) CAEN STONE SM I'A,t. :; EXTERIOR FAINT, COLOR = (P-52) 056 BELDON ALUMINUM BAND V41TH MEDALLIONS .A.- PROVIOLD AND t,k ; z ,... . ME�ateSPECIFICATIONS — COLOR OF MULLION5 TO MATCH Vl EXT. °as v^1 HARTFORD ALUMI UM SLIDING TIONS - COLOR TO III �:.F 4MULLIONS MATCH �V�. y� HARTFORD GREEN. 11 ,t li INDIVIDUAL LETTER 516NAl W INTERNALLY ILLUMINATED 1 LETTERS, AND INSTALLED BY VENDOR #e, it wt HALL I v eE rILLUMINATEDn • AND IN5T&LENr BY VENDOR5: DRMiN65 ELECTRICALEXTERIOR SECURITY L16HT FIXTURE, SEE i , a 5B d 0 �4 �J 1 C yy( M-FIN15HED METAL. G®f INS. (REFER TO ELEVATIONS) CONTINUE OFING MEMBRANE r� Y3 Y1s q`IO v� OVER IND. FLOCKING. (T"YP) °. < d ' V.I.F. ELEV. 31'-f A.F.F.°°�� T®P OF COPING�� CONT. MTL. CLEAT (T"YP.) Design and construction documents SII WL. GAP PLATE as instruments of service are given in confidence and remain the property (REFER T0STRUCTURAL) of Herschman Architects. The use a of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman € .- Architects, Incorporated. Date Issue u 01/50/2012 E31L?/PERMIT _ 02/1b/2012 ADDENDUM I V I 05/22/2012 REV15ION 2 I � she i � a i I � I I 7 I ( (VARIES) A.F.F. _ TOP OF STEEL u I (REIF TO Tc aGTU ) 2� .I I u j 1 N�� S U .. _ g Q X26, (0y S � .- 2 2 4B ® t e J � ®s. C • 4 ® 4� -9 Q P2 ill WY � ...000333 E.I.F.S. OVER I" RIGID INSULATION W. (REFER TO 5PEGIFIGATIONS) Z® .9 a E� ® dii U 5/6" EXTERIOR GRADE GYPSUM '_611 5HEATING (T(P.) 4 �y L. 5 I UI�¢'S S (REFER TO STRUCTURAL) Drawn By: P.fox ANGLESUPPORT PPORT (REFER TO STMft M V _ of 8 IT (REFER TO 5TRU( 1 Y°r dtiti,r,+ �IIRi. I u yI� HAT- �HANNEL5 AS REQUIRED FORSOFFIT el II: PA i u rt h gtwlOf�1..71111d'' p A r ' rt SEALAN fir' �'�� ��`� g.,, �'� � .,•�, Ifr t I �`+ �y f# h ;EXTERIOR ".w. Li rR t!IA R MATERIALS 0 � FACE BRICK . GROUTCOLOR - BELDEN BRICK - RED SMOOTH MODULAR #505-�05 (MATCHING PAINT - 056 EXTERIOR BELDEN) '_ LAFAR6E iRi R' y ®4" WLIT—FtLED, J 51 MA50NRY COLOR = STANDARD GRAY, SEE SPECIFICATIONSI ,3 t a1 Y�is g j'j l 4" 5PLIT-FACED MASONRY UNIT SMOOTH-FACED, CENTER _,i! , ORED MASONRY UNIT dF A, COLOR STANDARD .M ': ;� .. " r 7 � fid. rty "1 ,� w,•< s EXTERIOR INSULATION E. ' fdd r }' (• rn�`y �}r�ry, f# �'7t Il�!'4 dO `t(7f Y A` kf;l4 5d4 SrYP'!y _ d t EXTERIOR INSULATION COLOR :- - ��<:I1 li I �l roc. - -� ,� -:. �, - - � ROOF, � � �� �"• _ . ..OO MATCH056 i 5 , T. HARTFORD GREEN SEE spEorirAnoNs P,,, METAL COPIN6,5EESFEvFicAjJCOLOR = 956 EXTERIOR HARTFORD GREEN EXTERIOR _ .:.k, _.._ 5PEEWENrioNsEXTE TR STAIN, _EE _._ EXTERIORt N SPECIFICATIONS COLOR EXTERIOR HARTFORD GREEN� EXTERIOR PAINT, SEE SPECIFICATIONS COLOR -51) CAEN STONE SM I'A,t. :; EXTERIOR FAINT, COLOR = (P-52) 056 BELDON ALUMINUM BAND V41TH MEDALLIONS .A.- PROVIOLD AND t,k ; z ,... . ME�ateSPECIFICATIONS — COLOR OF MULLION5 TO MATCH Vl EXT. °as v^1 HARTFORD ALUMI UM SLIDING TIONS - COLOR TO III �:.F 4MULLIONS MATCH �V�. y� HARTFORD GREEN. 11 ,t li INDIVIDUAL LETTER 516NAl W INTERNALLY ILLUMINATED 1 LETTERS, AND INSTALLED BY VENDOR #e, it wt HALL I v eE rILLUMINATEDn • AND IN5T&LENr BY VENDOR5: DRMiN65 ELECTRICALEXTERIOR SECURITY L16HT FIXTURE, SEE i , a 5B d 0 �4 �J EXISTING 006K AREA TO � SCOPE OF WORK AREA FOR REMAIN. NOT IN SCOPE FUTURE 016<5 SPORTING 00005 PLASTIG BOLLARD DOVER OSHA YELLON 6" 0 STEEL PIPE BOLLARD CHAMFER. CONCRETE FLUSH WITH SURROUNDINO CONCRETE 51 -AS OR PAVEMENT ASPHALT PAVING 1/2" PREMOLDED -JOINT EI VV SEALANT GRUSHED AGGREGATE — 1611 D I A GONGRETE FOOTING FOR BOLLARD LOADING DOCK DfBOLLARD 'RD DETA,L4 TRANSFORMER r,OMPAGTOR DOOR (REFER TO SCHEDULE) NOTCH EXISTING WALL TO ACCOMMODATE NEN GOMPAGTOR POOR u, k �' ,1 J tie? ),�` .i 5 Wit PREPIN15HED GOPINO GAP TO MATCH EXISTING MA5ONR.Y DOLOR — T/ MASONRY ELEV. +10'-0" 12" NOM. CENTER SCORED SPLITFACE GMU TO MATCH EXISTING SCREEN AALL m SEE 5T"RUGTURAL FOR REINFORGINO RE I NFORGEP �� r GONGRET E SLAB, SEE STRUCTURAL RE I NEORCED GONGRETE FOO I/ SEE STRUGTUR , CREED WALL WS11WALL SECTION SCALE 1/211 1--0 -jig t' p n to i h $ DETEGTABLE WARNING AT GURB RAMP m REFER TO UWA51.1 vv'/) ..� 11'44 PATGH/REPAIR. ASPHALT DRIVE A5 REOUIREO AFTER REMOVAL OF 51PENALK RESEAL NEA AREA A5 REOUIREE2.(TYP) (VENT -OR, 6)- —r , . , , - "—, . EDGE OF POCK LEVELER (VENDOR #15) DOCK BUMPERS TYPICAL (VENDOR #15) POGK SEAL A��lAGNT SPACE. NOT IN SCOPE LKp-JAr-,ENT SPAGE. NOT IN SCOPE LOADING iD€N6 DOCe,<RrCE1V}NG FP1 FLOOR PLAN _—_—. 151NO YIALL SECURITY m c QC LQL \. { L-) t om ' t Design and construction documents as instruments of service are given in confidence and remain the property ofFlerschrnan Architects. The use of this design and these construction docurents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Issue 01/50/2012 BIPMERMIT 022/16/2012 APPENPUM I Drawn By: PYox Project No,: 15101.00 FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmariarchitects.com MEMBRANE ROOFING SYSTEM EXTEND ROOFING UP 4 OVER PARAPET (TYP) REFER TO 5PECIFIC-ITIO'k15— IvEMBRANE ROOFING SYSTEM ON METAL DECK TO MATCH EXISTING NEY4 BEAMS (REFER TO STRUGTURAQ PAINTED 5/5" GYPSUM 130., SEE FINISH SCHEDULE IT -O" A.F.F. `SOP OF HOOD TRIM Y4000 TRIM SEE INTERIOR ELEVATIONS I &YPSUM E30ARD CEILING ON COLD FORMED METAL. FRAMING I I I� CESSED DOANLIGHT, SEE ELECTRICAL DRANINGS ,n I/2" THICK THIN 13RICK 4 OVER 5/6" CEMENT" BOARD AND S 5/8" METAL STUD FRAMING AT Ib"ox , SEE INTERIOR ELEVATIONS-- T/ SCOPING ELE Y . 50'-4" " (T/ COPING TO MATCH EXISTING HEIGHT. VERIFY IN FIELD) —PAINT BREAK EIFS SYSTEM OVER RIGID INSULATION TO MATCH EXISTING THICKNESS. (REFER TO ELEVATIONS) EIFS REVEAL. REFER TO ELEVATIONS EXTERIOR GRADE SHEATHING OVER 5" METAL STUDS r--- PILASTER BEYOND 7 ALUMINUM STOREFRONT, SEE SCHEDULE SOLDIER COURSE -1/2" PREMOLD EXP, JT, FILL TOP I/2" W SEALANT FROST FREE SLAB (REFER TO STRUCTURAL) FINISHED FLOOR LEY . +01_0" Q <' Q E 4 FINISHED VMqALK ELEV`� 1P°9�1 -0 p� 11 . —0 I/2 v a a vD / \ DISPLAY WINDOW 41 WS21 WALL SECTION SCALE 5/4" m I1-0" T/ COPING ELEV. +511-4�' hl EV JOFFIT P� ELE . +2I'-4" �a qg ® - PAINTED S/0 GTP. BD. 11 2 OVER 5-5/8" MTL. STUDS 2 Y400D TRIM SEE INTERIOR ELEVATIONS -- b 34 3 4 00< B/ W®®® TRIM + +I _ — I I 0 V-6 5/4" A.F.F. EXISTING STRUCTURE TO REMAIN I�®A 2s � ED; -�� 0 Drawn By: PS00 Project No,: 15101.0( I i I a.® I I I I SEE S CT. - -- 5/6" GYP. BD. ON MTL STUDS ABOVE 43 11 A.F.F. ZZ LL GYP. CHANGE 4'-0" A.F.F. - — — — — — — — — — — — — — MASONRY PIER BEYOND, ❑ ❑ SEE ELEVATIONS NMI 50' s� 50' ARSE® SISTANT =: a fit, 3 GYP. 50. ON MTL STUDS ENTRANCE FEATURE BEYOND UP TO 45A.F.F. ...>:.: SEE ELEVATIONS T/ FOOTING. ELEV.. +I'-4" A.F.F."?4� V AM CONC. FOUNDATION FOR ENTRANCE HERSCHMAN 01-0" A.F.F. FEATURE BEYOND, SEE STRUCTURAL ARCHITECTS I�IISHDFLO R �'o. - T'F ESLAM INC 0 R P 0 R A T E D ER TOSTRUCTURAL) b FL. LIC, AR95693 l .. �001 EMER 25 d 4 / Y ROAD, SUITE 400 Q a �/ �/' CLEVELAND, CAH 44128 TEL 216 22:3--32001 4 ,\ \.,,`, FAX ( 216) 223 -3210 \ www,herschmanarchitects.com 4. \ / d �\ a I WALL SECTIONS CURTAINWALL WINDOW 17, WS11WALL SECTION /777 SCALE 5/4" I'—O" 0 \ \ y \ \\/ I I I I ,III II' gigan GAUGE MTL. STUD FRAMING MECHANICALLY FASTENED (REFER TOSTRUCTURAL) EIFS SYSTEM OVER I'! -F RIGID INSULATION C; (REFER TO + + :_ SPECIFICATION) .141 ix- DRIP EDGE SCALE 1 1/2" m 1'-011 1'-3 1/4" 1/20! R-Iel MIN. FACED BATT INSULATION —t u PREFIN15HED CORRUGATED MTL. \—MTL, COPING EIFS SYSTEM OVER I" RIG1D (DELON INSULATION TO CONTINUE AROUNP CORNER. 5TRUIC-111RAL VERTICAL FLASHING AT MECHANICAL DRIP, BY ROOFER 8" METAL STUD CORNER. (TYP) :. LIGHT GAUGE MTL. STUD T/ MASONRY — FRAMING MECHANICALLY ELEV. +12'Ewi FASTENED (REFER TO STRUCTURAL) OFING MEMBRANE OVER EXTERIOR F.R.T. ELEVATIONS) Sa EATHIN&. ENLARGED D7 PLAN DETAIL SCALE 1 1/2" = I -W®" R-Iel MIN. FACED BATT INSULATION —t u PREFIN15HED CORRUGATED MTL. 12 12 ROOFING REFER TO SPECIFICATIONS 9/4" PLY OD SHEATHING AND METAL STUD FRAMINIS, SEE 5TRUIC-111RAL MECHANICAL DRIP, BY ROOFER 8" METAL STUD EIF5 S Y5TEM OVER RIGID INSULATION T/ MASONRY — ELEV. +12'Ewi EXISTING SEAM TO REMAIN — PRE�FINI MTL. FASCIA RIP all ELEVATIONS) EDGE (MATGH MTL. ROOFING PRE -FINISHED VENTED ALUMINUM _ SOFFIT PANED SEE INTERIOR ELEVATIONS AND FIN15HED ALUMINUM COUNTER SPECIFIC AALLS 5EGTION5 FOR _ INTERIOR FINISH AND STUD 4" NOM. SOLID SPLITFACE FRAMING METAL ROOF GMU \\ COMPRESSIBLE FILLER PER (REFINISHED ALUMINUM `+ \. + MANUF. RECOMMENDATIONS GURTAINAALL, SEE ELEVATIONS = FOR DESCRIPTION I'*, =_ 1 r'. .r+ z AIR SPACE (SEE PLANS) NOTE: R, - ,j ER TO INTERIOR ELEVATIONS VI OOy AADDITIONAL FINISHES REQY ( P.) )V% Co CCo Qc: tlJt NJ° i Design and construction document as instruments of service are given In confidence and remain the property ofHerschman Architects. -rhe use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 01/50/2012 BID/PERMIT 02/I(9/2012 Ar,ENPUM I 05/22/.201.2 REVISION 2 �e Af Q edB i� 2 = v9 ®� 1 a@9 G$B J fi U E v E7 L Q s�W_ 0J. Brawn By: p.fox FL. LIC;, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44125 TEL (216) 223-3200 FAX (216) 223-3210 www,herschmanarchitects.com DETAILS � m M :. EXTERIOR GRAPE 5HEATHIN& OVER 8" METAL STUD EIF5 S Y5TEM OVER RIGID INSULATION TO MATCH EXISTING. (REFER TO ELEVATIONS) DRIP EDGE FIN15HED ALUMINUM COUNTER FLAMING, COLOR TO MATCH METAL ROOF \\ COMPRESSIBLE FILLER PER `+ \. + MANUF. RECOMMENDATIONS PRE-FINI5HF0 CORRUGATED METAL, SEE SPECIFICATIONS 5/4" PLY' OV SHEATHING AND METAL STUD FRAMINC7,5EE J STRUCTURAL MIN. ED SATT ENLARGEDR-1q INSULATION DETAILD9 ISECTION GALE 1 1/2" _ 1'-0" NOTE: R, - ,j ER TO INTERIOR ELEVATIONS VI OOy AADDITIONAL FINISHES REQY ( P.) )V% Co CCo Qc: tlJt NJ° i Design and construction document as instruments of service are given In confidence and remain the property ofHerschman Architects. -rhe use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 01/50/2012 BID/PERMIT 02/I(9/2012 Ar,ENPUM I 05/22/.201.2 REVISION 2 �e Af Q edB i� 2 = v9 ®� 1 a@9 G$B J fi U E v E7 L Q s�W_ 0J. Brawn By: p.fox FL. LIC;, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44125 TEL (216) 223-3200 FAX (216) 223-3210 www,herschmanarchitects.com DETAILS � m M ° INTERIOR E ?. L`I~ ANY ADDITIONAL i•"6 Da, I T tOd A FINISHES R'£ QU I4. ED (T Y P 0 I I 5/8" GYP. BD. (FINISH AS SCHEDULED) I I I I' I is 6" MTL. STUDS 16" o.c. I' I I I I, 6" MTL. STUDS I I 16" o.c. EXTEND TO DECK, SEE DI/AIS.2 FINISHED CEILING I AHERE APPLICABLE (REFER TO CEILING PLAN) OR EXTEND GYP. TO DECK I I - I i I YT MELAMINE BOARD (BY VENDOR #I) I I - Y/2" MELAMINE BOARD (BY VENDOR #I) I I I I 5/6" GYP. BD. NSE M.R. GYP. BD. IN I TOILET ROOMS AND JANITOR'S CLOSET) 'I I I I I I I_ I I �I I I I I I i I I I I I TYPICAL I 13. SIMILAR I I i 5/b" GYP. BD. i I I� 6" MTL. STUDS ® I6" 0.r. I I� 12'-0" A.F.F. TOP OF MELAMINE I I I I I I I i I I I I I I Y2" MELAMINE BOARD I (BY VENDOR #I) I I I I I I I I I I 51M11 -AR I I I I; I I� I I I I. i I I I' I I ; 5/b" GYP. BD. I. (FINISH AS SCHEDULED) I I I I� I I 6" MTL. STUDS I I ® 16" ox" I I I I I I I I I I I I I I I I I I i I SIMILAR I I. FINISHED BASE I I BASE AS SCHEDULED ® (WHERE SCHEDULED) (REFER TO ELEVATION) I 13. L 1 I; I I -------------------- I I` I I; I I: I I' -- SIMILAR "^ 5/8" GYP. BD. 01 i' . (FINISH AS SCHEDULED) I 6" MTL. STUDS 13. L 1 I; I I . I I` I I; I I: I I' I I I I° 5/8" GYP. BD. I. i I I 1� (FINISH AS SCHEDULED) I 6" MTL. STUDS I I° I I I I I' I I� I I. I I. I I. I I� I I� I� I FASTEN SECURITY MESH TO OUTSIDE FACE OF 1 STUDS (ONE SIDE) UP TO I I` I I I T-cl 1/2" A.F.F. T LL DEAD SPACE 101cK5 5PORTING GOODSADJACE I I I I II I I; I 5/4" PLYWOOD I WAINSCOT AHERE ` STOCKROOM FIXTURES Iff ARE NOT LOCATED I I ; I. Nt TYPICAL I SIMILAR I: DI Ij 02 15. I 13. I t. FINISHED BASE I 1 (AHERE SCHEDULED) ®®i [13 1 5/6" GYP. BD. 'FINISH AS SCHEDULED) i" MTL. STUDS � 16" 0.6. �" SOUND BATT NSULATION FROM FLOOR -O UNDERSIDE OF DECK =ASTEN SECURITY MESH rO OUTSIDE FACE OF STUDS (ONE SIDE) TO )ECK. i .m 1; Nor V4" PLYWOOO 4AINSCOT 5/8" GYP. #3D. (FINISH AS SCHEDULED) 1-1/2 HAT CHANNEL HORIZONTAL 16" o.r,. (> EXISTING MTL. STUD MLLS I II I I I I I I I I I I I I I I' 0 I I II I I I I� II II I1 f I' I I I. 51MILAR I I: 02 i 15. FINISHED BASE �i (WHERE SCHEDULED) 0 °(LING CEILING PLAN) D. (USE M.R. TOILET ROOMS )R'S CLOSET) BATT TION 0 ROOFING SYSTEM ON ®1 �� METAL DECK TYPICAL I TrP '. i' .I II I l I I 5/b" GYP. 130. (FINISH AS SCHEDULED) 3 5/b° MTL. STUDS @ 16 o.c. II II II II II I II I I. I II I I I CEILINC9 HEIGHT I SEE PLAN I FINISHED CEILING (REFER TO CEILING PLAN) I I I. II II II .I I: II I ,I I I I' I I: I I. II I I: II FINISHED BASE (AHERE SCHEDULED) 5 5/5" MTL. STUDS o 16" o.c. EXTEND TO DECK, SEE 19I/AI5.2 FINISHED CEILING (REFER TO CEILING PLAN) 5/6" GYP. BD. (USE M.R. GYP. PSD. IN TOILET ROOMS AND .JANITOR'S CLOSET) SOUND BATT INSULATION i I I I I I I I I I I 5/5" GYP. BD. (FINISH AS SCHEDULED) 6" MTL. STUDS I . 6' METAL STUD'S AT 16"o.o. I I I; i 1 5/$" GYPSUM BOARD, I EXTEND TO UNDERSIDE OF DECK I I. I I I I. I I. I I` I I I I, I I I SCHEDULED BASE I I I' 5 5/b" MTL. STUOS 16" o.c. EXTEND TO DECK, SEE DI/AI3.2 FINISHED CEILING (REFER TO CEILING PLAN) 5/5" GYP. BD. (USE M.R. GYP. BD. IN TOILET ROOM AND JANITOR'S CLOSET) I I �I I' �I I' I I: I I. PICAL I I D� I I. X13. I I FINISHED BASE (WHERE SCHEDULED) 5/b" MTL. STUDS @ o.e. EXTEND TO CK, SEE DI/A13.2 LRTITION TO BE TCHED AT EACH 15T/PURLIN 415FIE1) CEILING EFER TO CEILING .AN) 3" GYP. BD. �E M.R. GYP. BD. IN >ILET ROOMS AND aNITOR'S CLOSET) N, CF) C.1 „`V r ���fl 14w�n0 1 design and construction documents 3s instruments of service are given n confidence and remain the property )f Flerschrnan Architects, The use )f this design and these construction Jocurnents for purposes other than he specific project named herein is strictly prohibited without expressed written consent of Herschman l\rchiteets, Incorporated. ite Issue �Oi�01� �I�/P�EM1T /16/�O I:� ®AID�EN�Uh�P I awn By, P.fax Project No,: IBIOI.00 F❑ LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com WALL SECTIONS W. Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of I-lerschman Architects, Incorporated, Date Issue 01r5012012 BID/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REVIVON 2 04/02/2012 REV15ION 04/25/2012 REV15ION 4 s U i'25 i Q� ms_ U® M d, ® -94 U° l Drawn By: P.fox Project No..: 15101.00 NINE om HERSCHMAN ARCHITECTS I N C 0 R P 0 R A T E D 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www,herschmanarchitects.com t oz i N A P � 9 ASW { ,. 3 W. Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of I-lerschman Architects, Incorporated, Date Issue 01r5012012 BID/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REVIVON 2 04/02/2012 REV15ION 04/25/2012 REV15ION 4 s U i'25 i Q� ms_ U® M d, ® -94 U° l Drawn By: P.fox Project No..: 15101.00 NINE om HERSCHMAN ARCHITECTS I N C 0 R P 0 R A T E D 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www,herschmanarchitects.com t oz i W. Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of I-lerschman Architects, Incorporated, Date Issue 01r5012012 BID/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REVIVON 2 04/02/2012 REV15ION 04/25/2012 REV15ION 4 s U i'25 i Q� ms_ U® M d, ® -94 U° l Drawn By: P.fox Project No..: 15101.00 NINE om HERSCHMAN ARCHITECTS I N C 0 R P 0 R A T E D 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www,herschmanarchitects.com t oz amoo �r �� N A Y I i W. Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of I-lerschman Architects, Incorporated, Date Issue 01r5012012 BID/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REVIVON 2 04/02/2012 REV15ION 04/25/2012 REV15ION 4 s U i'25 i Q� ms_ U® M d, ® -94 U° l Drawn By: P.fox Project No..: 15101.00 NINE om HERSCHMAN ARCHITECTS I N C 0 R P 0 R A T E D 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www,herschmanarchitects.com oz amoo �r �� W. Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of I-lerschman Architects, Incorporated, Date Issue 01r5012012 BID/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REVIVON 2 04/02/2012 REV15ION 04/25/2012 REV15ION 4 s U i'25 i Q� ms_ U® M d, ® -94 U° l Drawn By: P.fox Project No..: 15101.00 NINE om HERSCHMAN ARCHITECTS I N C 0 R P 0 R A T E D 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www,herschmanarchitects.com a C- aj CJD L. t, L Cil IP c� oto,La r / V a �IC Design and construction documents as Instruments of service are given in confidence and remain the property of 1-1ersohrnan Architects. "rhe use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Harschman Architects, Incorporated. Date Issue 01/50/20121-WERMIT 02/1642012 ADDENDUM I 05/22/20712 REV15ION 074/02/2012 REV15ION 04/25/2012 REVISION 4 28 9 D S - - -R ® Ub D Drawn By: P.fox Project No.: 15101.0.70 PREMIER (VENDOR 27) FIXTURE PLANS ri -7a BIKES / FITNESS FP1 FLOOR PLAN ALE I/4" = II -0° I Ell"I ILM 74 REFER TO SHEET AI2.2 FOR CONTINUATION 12IN15H TO DEOK PIN15H TO DECK A.F.F.T.®. ROOD TRIP -T3 l oov TRIAD FORE Pd IN I p aR�GROUND I I 1`MI-®II PAINT BREAK LINE®b5 PAINT BREAK LINE FK. 151 511A.E.F. _ 155" A.E.E. PAINT13REAK LINE INT BREAK LINE OF BRAND ®Y AL5 GRAPHICS ice! • •: _ ... • .:� .� . �p 1 11� T' A.E.E. _ _ I I'-q" A.E.E. . . #.. ' I • PAINT 5REAK LINE %'�1 PAINT BREAK LINE / (. UE FLOORFINISH II BIKES FITNESS E) INTERIOR E VT I yo J d '+'i lzw'aBi FITNESS Y II ?6 Er'" y INTERIOR DggOrwLgg I i I a ,. OF AISLE P- 1 1 ITP -S0 SCALE 1/4" m 1'-0" NOTE: REFER TO ROOM FINIm 0 �a s c� u,VaX N�/ p6 Aad D 6yb �4 Design and construction documents as Instruments of service are divan in confidence and remain the property ofHerschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Harschman Architects, Incorporated, Date Issue 01/50/2012 E3ID/1PERMIT 02/16/2012 AE)DENDUM I 05/22/2012 RE\/1510N .2 04/02/2012 PF—VI510N 5 04/25/2012 REVIVON 4 w PH �g len In 2 E -0 sri Drawn By: P.fox Project No.: 15101.00 26001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 FO) FINISH TO DECK VERTICAL PAINT BREAK LINE; EACH ' PAINT BREAK. LINE P45 .. . •. ' :... :: - �'��'° P- 5 '. SPAGIN& - PAINT BREAK LINE,®bq.- - P� I1-�01 A.F.F.RVIGE� -- —OF BRAND AL(5R-165,' (� p ... _ �IAfNDI: N -PRIN 12 ON C�RAPHIGS �RA�HI� '-q"A.P.E. A, :. • . PAINT DREAK LINE . .� 3Y- :-C �PHIC 4FRAMES WO6-01N R #6 FRAME 51Z A.P.P :::�.:.•.•-•-7 7�2B - D6-&R HEAD HEGHT �...— 42i5 .....: ....... :: ........... ........:::::::: 1 1 1 1 I:: ::::::..........::::::::::: :::::::: :::::.. ........ :::::::::::::::::::::::::::::::::::::::::::: : ::::: :.::::::::::: ::::......::::::::::: :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::.:..::: ::::::::i::: :::: ::::::::::::......... 1 I IL: �� GR . 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INTERIOR ELEVATIONDUPLEX OUTS R COORDINATE SCALE 1/4" = 1'-0" AITH LOCATION B-50 OF COMPRESSOR P- 1 1 ITP -S0 SCALE 1/4" m 1'-0" NOTE: REFER TO ROOM FINIm 0 �a s c� u,VaX N�/ p6 Aad D 6yb �4 Design and construction documents as Instruments of service are divan in confidence and remain the property ofHerschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Harschman Architects, Incorporated, Date Issue 01/50/2012 E3ID/1PERMIT 02/16/2012 AE)DENDUM I 05/22/2012 RE\/1510N .2 04/02/2012 PF—VI510N 5 04/25/2012 REVIVON 4 w PH �g len In 2 E -0 sri Drawn By: P.fox Project No.: 15101.00 26001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 W, 7 FINISH To DErK— C,J. I BRICK WALL 0 STOREFRON E. D3 SECTION VIEW I 50ALE 1 1/2" = 1'-0" TRIM 40OR #1 EQUAL DUCT 99 A.1 STOREFRONT GLAZING SYSTEM (TYF.) HURRIGANE SHUTTER - REFER TO IF16ATIONS 17 LJ 5.9 -7 X GAVIT"( VqALL -4" THIGK 5PLITFAGE VENEER -1 /4" AIRSPAGE -NATF-R RESISTIVE 5AIE -5/5" O-LA55 MAT SHEATHING b" METALS STUD @ 16911 O.G. py 1E /GA II 3/4" AIR5PAGE BRICK VENEER @ STORU-NO7117 D4 PLAN VIEW R01 q0OD TRIM F--5-41 W VENDOR M I. IN _2111 U* ............ CV) Ml�� 94 AIM < PAINT — HARAI TFORD (056) &REFN 4' FORMICA WITE BRUSHED FEWER PAINT — GUI RICK 2 B BLACK FOREST SREEN PAINT — �OFTHARE CINNAMON 5TONE PAINT — &ALAPAGO5 &R.EEN Vj.'�J ri, t M- 112 F4 II —TNF PAINT — MILL RED NIKE PAINTSRAY NIKE■ PAINT —SATIN BLACK THERMOFU5ED �YIELAMINE PANFLI PAINT — 5ILVER LAKE MF — DOUBLE DENSITY UA PAINT — NE13ULOUS Y4HITE MELAMINE — HHITE ANTIQUE ASH METAL — PLAIN 5TEEL 10 W-1517FINUR W-OW-103HIZINSIM rMa, E T Al2. ATION Design and construction documents as instruments of service are given in confidence and remain the property of Hersuhman Architects. 'rho use of this design and these construction documents for purposes other than the specific; project named herein Is strictly prohibited without expressed written consent of Herschman Architects, ohitects, Inuorporated, Date Issue 01/50/2012 511WPERMIT <tl . . ............ ..... ............. . . .. ............. ... .. ......... all IA Q "I ................. .. .. . . ............. . . . . . . . . . . . . . . . . . . . . . . . ... ... . ........... . . . . . . .... .......... 7/z /M// o/7212/2 (C)TEAM SPORTS FP1 FLOOR PLAN SCALE 1/4" = 11-0" IN- , M Ilk gg" M NOR mE HERSCHMAN ARCHITECTS INC O R P O R A T ED FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitactsxom U* CV) < 4' Design and construction documents as instruments of service are given in confidence and remain the property of Hersuhman Architects. 'rho use of this design and these construction documents for purposes other than the specific; project named herein Is strictly prohibited without expressed written consent of Herschman Architects, ohitects, Inuorporated, Date Issue 01/50/2012 511WPERMIT <tl . . ............ ..... ............. . . .. ............. ... .. ......... all IA Q "I ................. .. .. . . ............. . . . . . . . . . . . . . . . . . . . . . . . ... ... . ........... . . . . . . .... .......... 7/z /M// o/7212/2 (C)TEAM SPORTS FP1 FLOOR PLAN SCALE 1/4" = 11-0" IN- , M Ilk gg" M NOR mE HERSCHMAN ARCHITECTS INC O R P O R A T ED FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitactsxom FOOTWEAR FP1 I FLOOR PLAN Q In YYSI 122 &0" A.F.F. _ T.O. L7NEL S FINISH 4 FAINT BREAK a / L L GR TED _ / 0 -L-4/ 0 q'O"A.F.P. _ B.O. O LEVEL S FINISH LOZIER VERTICAL END TRIM - Q OP OF FINISH A62 BREAK 4 TOP OF W51 TRIM 1111- 01 A.F.F. G FHIGS AND T.®. M� �uLI�D ANtD INSTALLED Y VENDOR GRAPHICS TOP OF THIN BRICK AND I�°-®01 A.F.F. iEAM SF®Ri5 INSTAl�LEP EKY VENDOR OWN INIv OF Ii�IN� � VWFINDING - #� - 6 6 ANa LETTE FRAME SUPPLIED ATTACHED TO 181_®11,A.F.F. I�+_®' �. FHIOS TBD; SULIE®1�_®,��..�. STRIP; PROVIDED TOP OF FINISH T®F' CSF TRIM TOP OF TRIM AND INSTALLED ICY P-34 T®f' ®� li1PBREAK aAN 4 TOP OF GRAPHICS AND FRAME SUPPLIED VENDOR #0, TYF. AND INSTALLED Y VENDOR # TRIM 16_o11A.F.F_ I('0"A.F.F_�= ---------------.-------16_O"A.F.F.----- —. _.-------------- FAINT BREAK i .®. THIN BRICKNO L 1111BYE TRIM YQ TRIM IQ TRIM #1 S ND #I BY OR #I12_O11 (OUTDOOR - A.F.F. _ �. � `� ffffffff I-� - GENTERLINE OF NA YF NDING P-12 YFINDIN6- LETiERS ATTACHED J � � � � C 6RAPHICS AND TO AN ACRYLIC, j �i1^6" A.�.r. _1 _ J ...-- --- FRAME SULLIED AND STRIA'; PROVIDED / AND INSTALLED BY HT. OF LOZ - - - - - - - - - - - - - - - - -HT. \ / OF LOZIER5 \ / INSTALLED BY # VENDOR #j 'm Uel. / \ /B.O. V21 AFI \ / VENDOR B.O. GYP. BD. LINE GYP. 139. LIN 4 THIN BRICK \ / 4 THIN BRICK \ / I" Mop TRIM 1" A000 TRIM PRO VIDED AND PROVIDED AND \ / INSTALLED BY INSTALLED BY LOZIER FIXTURE BY LOZIER FIXTURE VENDOR #1 VENDOR, #1 � � VENDOR #1 /\ VENDOR #1 SOLID BACK PANEL (TYP) LID i�ANEL / \ SILV / \ BY VENDOR #1 / \ BY VENDOR #1 / \ NO GYP. E30./ \ NO GYM'. D. / BEHIND LONER / \ BEHIND LOZIER / \ (TYF. T UGHOUT (®T'Y®®F.11 U S \ A.F.F. ®I®fA.F.F.0'-0" '0" A.F.F. 41 -FINISH A FINISI� FL®OR _C FLOOR INSFLOOR FLOOR FOOTWEAR FOOT EAR FOOTWEAR FOOTWEAR INTERIOR ELEVATIONEl INTERIOR SCALE 1/4"m 1'-0" TION E3 INTERIOR SCALE 114" m 1'-0" ELEVATIONINTERIOR SCALE T6 SCALE I/4" v 1'-O" I/4" = 1'-0" YYSI 122 &0" A.F.F. _ T.O. L7NEL S FINISH 4 FAINT BREAK a / L L GR TED _ / 0 -L-4/ 0 q'O"A.F.P. _ B.O. O LEVEL S FINISH LOZIER VERTICAL END TRIM - Q OP OF FINISH F:50_ BREAK 4 TOP OF TRIM 1111- 01 A.F.F. G FHIGS AND T.®. M� �uLI�D ANtD INSTALLED Y VENDOR GRAPHICS SULLIED AND I�°-®01 A.F.F. iEAM SF®Ri5 INSTAl�LEP EKY VENDOR OWN INIv OF Ii�IN� � VWFINDING - #� - 6 6 ANa LETTE FRAME SUPPLIED ATTACHED TO AND INSTALLED AN ACRYLIC Y VENDOR #8 STRIP; PROVIDED -` AND IND TRIM INSTALLED BY P-34 VENDOR #6 BY VEWOR #1 GRAPHICS AND FRAME SUPPLIED AND INSTALLED Y VENDOR # 40'-0" MAX. GYP. BV. GONTROL JOINT Sf AGING JOINTS NOT TO FALL BEHIND r5PHIGS �lSI LI 12.2 12.2 ROPE LIGHTS HIDDEN TOR OF THIN BRICK BEHIND MURAL LAYERS BY VENDOR # P, P-� BEHIN® GRAPHIC, TYF. 6RAPHIG5 TESD; SUPPLIED AND INSTALLED BY PROVIDE ALEVEL S -- _ _ o VENDOR #5, �-------.------------ � � FINISH FOR FUTURE ---/ --- ---------T - -- MURAL Cv-TB 6R TSD I ����JJ i 0 II I I I I I I I 1 7— ` A - - - - J7 J 1 1-� 1 1J1 I �..- J _— ---- ----- ---- — — — — COORDINAIT-1 B-50 EASE INSTALLATION INITH EC Y ' & !. a., SOLDIM I. _ FOOTWEAR E9 INTERIOR .l .v $ j OR I .j....EI ti r, FOOTWEAR E7 I INTERIOR ELEVATION A.F.F. O �w s � cnl ego CJ cra �- 4 Cc5�% Ly-- j � � a �� f`a Nil - Design and construction documents as Instruments of service are given in confidence and remain the property ofHerschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Fierschman Architects, Incorporated, Date [Issue '1/0/2012 BIU/PERMIT ':2/16/20I2 'At9r)ENDUM I '5/22/.2012 REV15IOYN 2 )4/02/ 2012 REVISION aha )4/25/2012 R VI51ON 4 .2 U F � -U �a ®,9�U E 0 ® 2 ®� 1 5� Drawn By: PS Projeot Flo FF, FIC. AR95693 M { WITH V AND A" SPICK. --�„ ISLE <1 ►A 6" METAL STUDS WITH 5/6" II II II II II II I II _T[_ —H GYPSUM BOARD BOTH SIDS III RA PHIC AND FRAME I" IMOD TRIP P PROVIDED _1 ANIS INSTALLED BY ANY INSTALLED 5T L� VENDOR q. FINISH TIED BY VENDOR#& VENDOR 9. FINISH TOD 21-01) 6.9 III 6" METAL STUDS WITH 5/8" l l�pry 91 4! 21-011 21-001 GYPSUM ®A BOTH -p1��11 CLAIMED OD 85 /411 ICORNER DETAIL I SCALE 1 1/211= 11-011 'IV2 II II II II II II I II _T[_ —H —IF RA PHIC AND FRAME III OL) TRIPS®Vlpl _1 OVIDED AND INSTALLED ANY INSTALLED 5T L� 21-011 BY VENDOR#& VENDOR 9. FINISH TOD 21-01) 6.9 III 6" METAL STUDS WITH 5/8" l l�pry 91 4! 21-011 21-001 GYPSUM ®A BOTH -p1��11 CLAIMED OD SIDES PLANKS PROVIDED AND IN5TALL5D BY VENDOR 1. SEE ELEV. E/I SHEET Alae FOR EXTENT DETAILD3 CORNER SCALE 1 11211® 1'-0" T. BLOCKIN& CONTRACTOR =ER TO A2.2 DETAILS). T. B ER TO A2.2 m - 14'-0" A.P.F. C/L ®LK'C 1'-10" A.P.F. C/L BLK'r - 6 -II" A.F.F. _ C/L BLK'C ,j, 4'-1" A.P.F. C/L P3LK'C, 1'-5 A.F.F. C/L I3LK'G 0'-4" A.P.P. WL BLK' DASHED REPRE5E SUPPLIED BY VENDI REQUIRE RUNNING r aAL BLOCKING El ELEVATION ..n• I II II II II II II II II II II II I II _T[_ —H —IF _1 ld L� 21-011 21-011 21-01) 6.9 I l��y 11 h.✓ l l�pry 91 4! 21-011 21-001 -p1��11 1 � 1011 lb' -O" A.F.F. j, Ib'®may" A.F.1 .'- " T.O. P400D PLANKS ` TOP OF &RAPHIC � T.O.06 TRIM 4 T.O. EDGE TRIM LAYER #1 6RAPHIC, BEYOND BEYOND APPLIED E)Y VENDOR #5 DIRECTLY TO Q LL; LEVEL 5 FINISH Q u REQUIRED. --- - LED ROPE LIGHTING TOP LAYER #2 ACM PANEL SYSTEM PROVIDED AND INSTALLED BY VENDOR #8 CHANGEABLE g _ VARIES &RAPHICS Q TOP OF PANEL SUPPLIED AND INSTALLED PAY YdOOD PLANKS P.R.T. BLOCKING VENDOR, #8 �Y CONTRACTOR CONTINUOUS T. BLOCKING BEHIND TOP A.F.P. (REFER. TO CONTRACTOR CHANGEABLE TOP OP ILS ELEVATION I FOR FER TO A2.2 GRAPHICS; DETAILS). Z DETAILS). SUPPLIED AND INSTALLED BY Q VENDOR #1 A"l 12'-0"A.F.P.12'-0" •/ I-0" A.F.F. PHIL P IJNNIN< ILS C/ WL OPGL OF % PHIC5 �' PROVIDED AND AND BLK'G PINNED -OFF INSTALLED BY LETTERS SUPPLIED VENDOR #27 AND INSTALLED 13Y VENDOR 8 PINNED -OFF 101®(o11 A.P.P. LETTERS SUPPLIED T.O. CHANGEABLE AND INSTALLED 6RAPHIGS BY VENDOR OHANCEABLE SUPPLIED AND Lr FINISH CHANGE INSTALLED BY VENDOR #5 P.R.T. BLOCKINC5 13Y CONTRACTOR (REFER TO ELEVATION I FOR DETAILS). T. FLOCK I N6 CONTRACTOR ®ER TO A2.2 DETAILS). CHANGEABLE ORAPHI65 SUPPLIED AND 4 INSTALLED BY P.R.T. BLOCKING VENDOR b BY CONTRACTOR (REFER TO ELEVATION I FOR DETAI L5). 2'-b" A.P.P. B.O. CHANGEABLE T. BLOCKING GRAPHICS CONTRACTOR =ER TO A2.2 DETAILS). .1 - on -Seers Stock or Non -Secure Pass METAL DOOR r :i ETAL F RAM E 2X4 1/226D �D 32L➢ D D9 I NOT USED 2 x 6 IN44ALL BLOCKING OPTIAEEN STUDS Project No.: 131 71.00 CD 0 0 0 Fm cc 0 FL. LIC. AR95693 i I I �I I I i I I' - _._ REFER TO SHEET A121 FOR GONTINUATI®N NCi o%1 &�L 41. ao Design and construction documents as Instruments of service are given In confidence and remain the property ofHerschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. ®ate Issue 01/50/2012 I3I /PERMIT 02/16/2012 ADF_NDUM I 05/22/2012 REV'1 I0N 2 SGAL E 1-1/2 1'00{ 1 0.0. TRIM 5/6" GYM. E30. NES! 3 /6II (206A.) MTL, 5TUJ?5 @ 16II 0.6.1TYPI —. 11-011 i, 1'-111 11-011 21-111 STOREFRONT 6LAZ I NG SYSTEM( (TYP.) all/�" 1 pi AIR 'AG 5 /w r W DART GO L"LING PROVIDED AND INSTALLED 13Y VENDOR #1 Drawn By: PS ox Project No.: 13101.00 1,... -a w , . oy'"' -AL INTERIOR ?y s1 .,"vIk. d"H SCHEDULE PAINTBUCKRAM . " k � I 1 FLOUR m Inn T FIBER REINFORCED - HARTFORD 0%) GREEN Y' PAWL W � ONPAINT PAINT -DAZZLE R 11Ri+T.r 60WR "2q OYS-MR SRAY PAINT - VERNAL FLLS A _ .. PAINT - 6U5TOM BRIC 2 BLACK FOREST GREEN HER. KSlil�lRlICHERRY P_ ,, PA � MATCH p e ; a N` MILLION DOLLAR R ,{— PAINT RED NIKE PAINT - COOL ORAY MEDIUM 12ENE711Y F113ER 150. NIKE PAINT - SATIN BLACK THERMOFUSEV MELAMINE PANEL PAINT - SILVER LAKE UA PAINT - NEBULOUS 104HITE �IkI,S�I. ANTIQUE �} F ' .. . ,. III 1111111111111111111111111MliillillillillillillilliilillillillillilillillillilljlIIIIIIIIIIIIIIIIIIIII WI1 METAL - PARK GREEN d®TL REFER TO ROOM FINISH 56HEOULE FOR ADDITIONAL FINISHES. I FL. LIC. AR95693 I GLII II I Il, Rot CONGEAL GROOVE AND MAINTAIN GRI INDICATED DISTANCE FROM _ VARIl-5 EX. MALL OILING HT. 14 MATERIAL TO END OF GRILLE - SECURE TO DECK. j % i GONGRETE FLOOR. (2) 5-8,11 GYP. BD UP TO DECK. EX. MALL BULKHEAD a p, , L G 5/8" GYP. BD. OVER 5 n 5EGTION G THINBRIGK VENEER 4 MORTAR5/8" MTL. 5TUDS @ 16" (REFER TO SCHEDULE) O.G. (TYP) THINBRIGK ON 5/6" CEMENT BOARS ON MTL. i 15' 4" A.F.F. _ - ��'OP OF ALUM. ENTRY MTL. STUD ®16 O.G. � , , STUDS ® 16" O.G. \ - FEATURE SECURELY FASTENED TO MALL SECURELY FASTENED TO DECK. DEM151NG WALL. I _I 5/5" G.W.B. ON 5-5/5" MTL. _ THIN13RICK VENEER STUDS o 16' O.G. I II SECURELY FASTENED TO DEMISE WALL \ 5 5/5" MTL. STUDS GROSS BRACING ® 16" O.G. (TYP) TILE -I TYPIGAL INTERNALLY ILLUMINATED o "DIGK5" 51 N -- --...__ ALUMATEK GOILIN6 DOOM FEATURE AND 516NAC�E SEYON "--�o HOUSING AND MOTOR I� BLOCK ALUMINUM "WRAP" Li TRANSOM HEADER PURCHASED AND - BOX BEAM. TRACK AT TOP INSTALLED BY G.G. - - AND BOTTOM. REFER TO i CONTACT VENDOR #6 — — — 5TRUGURAL. 1'-5 Y " A.F.F. _ - -� a'-�F""(�) A.F.F. _ SOFFIT HT. OENING HEIGHT. MTL. SOFFIT (P-1) BY 11—� ALUMINUM "WRAP" VENDOR #5 PURCHASED AND I� OVERHEAD COILING INSTALLED BY G.G. - SECURITY DOOR CONTACT VENDOR #5. (REFER TO SPEC, IFIGATI ON5) "WRAP" — TILE -I TILE -1 ALUMINUM TYPICAL, TYPICAL PURGHA5ED AND _— IN5TALLED BY G.C. - GONTAGT VENDOR #5. — - - - COORDINATED THICKNESS OF _r DOOR AND HANDLE w/ OPENING A330VE 50 BOTTOM OF DOOR ALIGNS FLUSH WITH OPEIINGNIN FULLY OPEN DOOR GUIDE (BEYOND) POS - KEY OPERATED THINBRICK VENEER� - SWITCH THINBRICK VENEER � NOTE: KEY OPERATED 5WITGH TO THINBRIGK VENEER 4 MORTAR --- r BE LOCATED ON STORE SIDE OF (REFER TO SCHEDULE) � GRILLE ON 5TORF-5 THAT HAVE AN _ — EXTERIOR ENTRANCE. 5TORE5 THAT HAVE A MALL ENTRANGE ONLY, ® PROVIDE KEY OFF -RATION ON BOTH gtig SIDES OF GRILLE. 0'j0" :k) A.F.F. O RK- M-1 FINISH FLOOR TYPICAL TYPICAL ALL ENTRANCE WS1 WALL SECTION SVALE 1/6.11 � 11—®II M� GLEARANCE FOR _ BLOCKING AS PROVIDED BY VENDOR #b-- J L--- I' -- I I I I 5/8" GYP. BD. (UNFINISHED WHERE NOT EXPOSED) -- 3 5/5" (206A.) MTL. 1 5TUD5 ® 16" O.G. (TYP.) THIN -BRICK AS SCHEDULED (REFER TO ELEVA°aptiw — -- SEALANT AND BACKER ROD (TYP) — GUIDE TR6�GK TO ALIGN vi/ BRICK FINISH. j. (TYP) CLEARANCE FOR BLOCKING AS PROVIDED BY VENDOR #5 ANODIZED GRILLE GUIDE 5UPPLIED AND INSTALLED B"11 tall G.W.B. ON 1 1/2" MTL FURRIN FL. BEAM. REFER TO 5TRUGTU L 14'-O"(:) A.F.F. - WINDOW HEAD HEIGHY. VW GYP. ISD SOFFIT PAINT '-54 (TYR) i/5" GYP. BD PAINT P-54 REFER TO ELEVATIONS) ,LUMINUM "WRAP" TRANSOM HEADER URGHA5ED AND IN5TALLED BY O.G. - ONTAGT VENDOR #6 s "(±) A.F.F. — Z``�FIT HEIGHT. UBE 5TL. REFER TO STRUCTU L. 50' GYP. BD FAINT P-54 (REFER T® ELEVATIONS) 5" x 5" GRILLE SUPPORT P05T SUPPLIED AND INSTALLED BY GG INSTALL MOUNTING 5RAGKET5 ON FRONT SIDE OF P05T GLII (TOWARD MALL) TW Rot CONGEAL GROOVE AND MAINTAIN GRI INDICATED DISTANCE FROM _ FACE OF STOREFRONT FIN15H 14 MATERIAL TO END OF GRILLE - GUIDE ROLL -UP GRILLE GUIDE BRACKET ABOVE 5TOREFRONT STORE 51DE FIN15H RILLS GUIDE MATERIAL D3 DETA IL LINE OF FINISH SCALE 1/2" = 1'-0" NOTE: KEY LOCK TO BE INSTALLED ON STORE 51DE OF FLAME. 0'-011(J) A.F.F. FINISHd FLOOR THIN -BRICK A5 5GHEDULED (REFER TO ELEVATION5) ALUMINUM STOREFRONT $ GLAZING SY5TEM. _ SEALANT AND BACKER -ROD -BAs 51DE (TYP) BLOCKING AS REQUIRED. (TYP) 5/8" GYP. BD a 11_111 (UNFINISHED WHERE NOT HOLD EXPOSED) L ---------- -------- J L ---=,_-_J — I _. 1 ALUMINUM ENTRANCE FEATURE BY VENDOR #5 11L �l q2. 5CALE 1 1/2" I'-0" DETAILDl ENTRANCE F ATURE 2'-5%" 1'-11/ II 2 E1b' -O" A.I .1—. X. MALL BULIKHEAD 14'0" A.F.F. _ WINDOW OI�I=NINO HT. ci'-4" A.F.F. s�FFIT HEIGHT ®'—O" INI5H FLOOR RK_ 50LPIF-R 6OUR5E TS 5"x5"x1-511 OR. T5 4"x4`x-511 / 2-e)"x2-b"x-5" OR o✓ CC✓✓ j % i GONGRETE FLOOR. (2) 5-8,11 SLEEVE ANGHOR5 a p, , L G n 5EGTION G INUM "WRAP" TRANSOM PER MECHANICALLY FIRED TO GYPSUM. BD. AS I RED. GYP. ED. OVER 3 5/b" MTL ® 16" O.G. (TYP) STL. REFER. TO ,TUBAL. C SOFFIT HEIGHT. GYP. BD. (BEYOND) kNSOM HEADER '.TAIL rLE 1 1/2" = 1'-0" BRIGK TO CONTINUE TO 41-011 11-411 BOTTOM OF MALL VERIFYi / BULKHEAD (TYP) _L.._...._I__---i I - _-__L__._C -__Cr=1 1 -C C LL�[_LL.-LL- L_ _ I. �_I.�_ :� o a c _ _ 6 1®�� VERIFY / / I ��• /I / /N� tL�CLS__SIrISL_-LLL. �:=-IC:I�>LI S�-=-LLI-s_LLr�_1--�-L� LLLL //r���/.- Tw�/ LEAS- -A J 1 LL[ J-1� A°oaoa LLI LL--_ . LL����-_�-__.-'�LI_L1__s_=.. LIrrLI��:_��ms-L_® 'IJ)LS1- ��-..LrL--_�Js_=•_- .1'LCL�IL.--L- __.u0_. /M - ooLLIL>CLLsL��M�--__L ECL.�L rLLi-__�_--.. I��_J .L[L�CCrL1CLL�- .. rCI L I- I L a�__o ALUM pgn 0 0DD ALUM FAT—UM-1 L o I��L _IL _I_ CUALQUAL INTERNALLY ILLUMINATED (TYP) (Ti'P) IDIGK5" SIGN VERIF1' MALL ENTRANCE VIDTE AS PER D5G LEASE EXHIBITS W z a SEURITY Iv_ -_-_-._�.• L:1.11L1 L -t C . 1 ..L LL IIL_-"L1 CLrIf __�_.._.._ _ UNIT GLAZ/ -- /G AZ __L LI_- - RK- TILE -I TYPIGALTYPIGAL 5OLDIER OTYPIGAL TYPIGAL TYPIGAL ALL ENTRANCE ALL IDE ELEVATIONEl INTERIOR 5GALE 1/4" 1'-O" FINISH TO DEGK YVERIFA.F.F. PAINT BREAK r 411 41-011. W-11" 41-011 LIL_ L_— IN E EMOTE PI.A P-54 LbGATION5 •T BE .ON ONE SIDE OR E VERIFY H/ LEASE OTFFR WINDOW OPENING IJA IL 10 of ALM ALUM F@)QTHRg 0®D III THICK DIMENSIONAL "DICKS" REMOVABLE '$5 FIT HEIGHT 516N IN5TALLED BY VENDOR #5 ACCESS PANEL VERIFY MALL ENTRANGE WIDTH AS PER D56 LEA5E EXHIBITS RA X IL z SECURITY UNIT a a GLACLAZ CL' �, ChAZ�PEN TO ALS IN15H FLOOR O'-O" A.F.F. L Z ALL ENTRANCE STORE SIDE INTERIOR I SCALE 11 ill 1'-011 0 " ALUMINUM ENTRANGE FEATURE — 15Y VEND R #5. INSTALLED MALL CONCOURSE BY G.C. 5 -1111 20'-2" DIMEN51ONED FROM FAGS OF S7YP. 50. 51-1111 /� /� IF 4'-411 �'� 4?" EI 41-411 �"II .�ROUGH OPENING ROUGH OPNING ROUGHOP ENING EryryGE OF ALUMINUM 5-0 11 21-411 6Y2 ENTRANCE FEATURE ABOVE 217411ALL SIDE R.O. - El % (I D25 SECURITY GATE {REFER TO SPEGIFIGATION5) rJl W52 STOREIDS I2.� ALUMINUM EN NGE FEATURE j BY VENDOR # . INSTALLED EQUAL EQUAL EQUAL BY G.G. (MAX. &'-CJI' O.G.) (MAX. b _011 G.) (MAX. V-0 I O. .) I E2 1N51 ECURITY UNIT PEDESTAL. G.G. TO COORDINATE I'4 I LOCATIONS w/ VENDOR (TYP. OF 4) INTERIOR MATERIALS THIN BRICK VENEER (REFER TO SHEET A5.0) TILE -11 ACCENT BANDING METROPOLITAN GERAMICS - BUCKSKIN 105 r/, " X -t 5/$'I pq_1 MORTAR •JOINT (REFER TO 5PEGIFIGATION5) ALUM ALUMINUM ENTRANCE FEATURE, FAUX BEAMS, 4 STEEL TRIM BY VENDOR #b. GOLOR TO MATCH (P-50) �LAZ KAWNEER ALUMINUM STOREFRONT SYSTEM (REFER TO 5PEGIFI6ATION) EIFS EXTERIOR INSULATION FINISH SYSTEM GOLOR=MATCH (P-51)GAEN STONE 5WO025 (REFER TO SFEGiFI6ATION5) A5X c� 3.5X \ ; X X X �P0H�'H�C� 9(900 DX CN DICK'S SPORTING GOODS LOGO PROPORTIONS ENTRANCE FEATURE GRAPHIC o .r fL._ 50ALE 1/2" = 11-0" a I' rCZ, sa f: C7 0 3 jr gry f. Design and construction docurnents as Instruments of service are given in confidence and remain the property of Her,r,hrnan Architects. The use' of this design and these construction documents for purposes other than I the specific project named herein is strictly prohibited without .expressed written consent of Herschman Architects, Incorporated, Date Issue I OI/��/201,� BID/PERMIT 02/16/2012 ADDENDUM I ® I � I a� Drawn By; P.f'sax 15101.00 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects,com MALL ENTRY PLAN, ELEVATIONS & DETAILS Al2.4 I I I . . . . . . . . . . . W FINISH TO DECK P, ip *FO. FINISH TO VEOK— —F INI511 TO DECK FIBER REINFORCED PANEL MDF PANEL FAINT - HARTFORD 056) 6REEN FAINT BREAK LINE ArRWYN 17MM WLGR - KV OYSEIM &RAY IT -Q1 A.F.F. PAINT BREAK LINE A.F.F. FAINT BREAK LINE mw—a L5' A.F.r. T -Y -F. -SPAOINO- - PAINT - DAREDEVIL 4015'_ A.F.F. PAINT BREAK LINE -W PAINT - OUSTOM BRIGK 2 PAINT BREAK LINE BLACK FOREST GREEN FP. I& , 5'or- YORKSFIIRE CHERRY OF 13RAND 5V FAINT - 61NNAMON STONE BRAND 67VALSAL PAINT - 6ALAPA605 6REEN-- PAINT - BLUEBLOOD 4 6RAPHIrS W A.F.F. WMAI 4 GRAPHIGS -lq" A.F.F. 01" A.F.F. TNF PAINT - MILLION DOLLAR PAIRT- —BREAK—LINE PKIfff BREAK LINE PAINTAft LINE RED �-Q" AfFm NIKE PAINT - WOL GRAY MIKE PAINT -SATIN SLAGK L ...... THERMOFL)BED MELAMINE PANEL' ... UA PAINT - NEBULOUS L IER HEIGHT T ANTIQUE ASH ..OZIERHEI&HT . ................................. . THIN BRICK VENEER METAL - PLAIN STEEL METAL - DARK GREEN . . . . . . . . . . . W HIA110011;M10,40011 -0. 4-11MIWINW11 . ........ ............. .... -q :: :: :::: :' ::: l' ................. . ........... ............... r -ER TO 5HEET ............... :::: ........... ........ 5TARTS .............. Al2.2 FOR GONTINUATION : : : : : : r : : : : : : : : : : : : : : : : : : : : : : : : : : : r .............. '1: ' : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : q ............ .............. ... ........ M TRIM ................ ... .............. ...... .. .... ........... .. ........PIX........ P-54 ............... .. ......... ::::::: ........ .. ............. ....... BY VIENVOR 01 T2" AFF I ......... OZIER - 13-( ................ VENDOR #1 ::::: -V06OR PEND HST. .......... .... .... ..... ............. ... .. ......... .... ......... ........... BACK PANEL (TYP) ::::::: ................ ................... .... ... ........ FPali -....... ............... RE ........ ..... ... ................. ... ............. -1 r7/\\ / :::..:: ...... k BY VEIWOR #1 ........... ................ .::::: .. .......... ... I .... I ... ... I - � .... ::::::::: ............. ..... BLOOKINO AT 1'-0" F1.272 AND 4'-0" A.F.F. INITH,. ARCHERY EYE HOOK ANo 'HAJk 11 f -0II........... ...... .......... . .. ... .... ....... ... . ...... 1: FIXTURE 'LEN6,TH. I 1 .11 1 1 1 4--bV2" < Design and construction documents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project namod heroin is strictly prohibited without expressed written consent of Hersuhman Architects, Incorporated, Date, Issue 01/50/2012 E310/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REV15ION 2 pa -28 �a -d , q) -U '01i A 2 16 —U CL t Drawn By: PSS) 'a .01 ME . WIN g gg M 10 0 A ...... ...... 0 . . . . . . . . . . . . . . . . . . . . . . ....... ...... W WIN HERSCHMAN ARCHITECTS I N 0 0 R P 0 R A T E D FL LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216.) 223-3210 vvww,herschmanarchitects,com LODGE PLAN, ELEVATIONS & DETAILI FINISH TO DECK P, ip *FO. FINISH TO VEOK— —F INI511 TO DECK MDF PANEL FAINT BREAK LINE IT -Q1 A.F.F. PAINT BREAK LINE A.F.F. FAINT BREAK LINE L5' A.F.r. T -Y -F. -SPAOINO- - 4015'_ A.F.F. PAINT BREAK LINE -W PAINT BREAK LINE FAINT BREAK LINE FP. I& , 5'or- OF 13RAND 5V BRAND 67VALSAL 4 6RAPHIrS W A.F.F. 4 GRAPHIGS -lq" A.F.F. 01" A.F.F. 7 PAIRT- —BREAK—LINE PKIfff BREAK LINE PAINTAft LINE ISE �-Q" AfFm ...... ... L IER HEIGHT T ..OZIERHEI&HT . ................................. . HIA110011;M10,40011 -0. 4-11MIWINW11 . ........ ............. .... -q :: :: :::: :' ::: l' ................. . ........... ............... r -ER TO 5HEET ............... :::: ........... ........ 5TARTS .............. Al2.2 FOR GONTINUATION : : : : : : r : : : : : : : : : : : : : : : : : : : : : : : : : : : r .............. '1: ' : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : : q ............ .............. ... ........ M TRIM ................ ... .............. ...... .. .... ........... .. ........PIX........ P-54 ............... .. ......... ::::::: ........ .. ............. ....... BY VIENVOR 01 T2" AFF I ......... OZIER - 13-( ................ VENDOR #1 ::::: -V06OR PEND HST. .......... .... .... ..... ............. ... .. ......... .... ......... ........... BACK PANEL (TYP) ::::::: ................ ................... .... ... ........ FPali -....... ............... RE ........ ..... ... ................. ... ............. -1 r7/\\ / :::..:: ...... k BY VEIWOR #1 ........... ................ .::::: .. .......... ... I .... I ... ... I - � .... ::::::::: ............. ..... BLOOKINO AT 1'-0" F1.272 AND 4'-0" A.F.F. INITH,. ARCHERY EYE HOOK ANo 'HAJk 11 f -0II........... ...... .......... . .. ... .... ....... ... . ...... 1: FIXTURE 'LEN6,TH. I 1 .11 1 1 1 4--bV2" < Design and construction documents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project namod heroin is strictly prohibited without expressed written consent of Hersuhman Architects, Incorporated, Date, Issue 01/50/2012 E310/PERMIT 02/16/2012 ADDENDUM I 05/22/2012 REV15ION 2 pa -28 �a -d , q) -U '01i A 2 16 —U CL t Drawn By: PSS) 'a .01 ME . WIN g gg M 10 0 A ...... ...... 0 . . . . . . . . . . . . . . . . . . . . . . ....... ...... W WIN HERSCHMAN ARCHITECTS I N 0 0 R P 0 R A T E D FL LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216.) 223-3210 vvww,herschmanarchitects,com LODGE PLAN, ELEVATIONS & DETAILI q1 I I I I L LLQ ®II 41—V2 2II 41—V211 I®II 11 L-A I I ILL -, ATTACH UN15TRUT TO A MINIMUM OF TIBIO (2) ROOF JOISTS FOR EAGOR BEAM (TYP.) REFER TO D4/AI3,2 FOR UNISTRUT INFORMATION. THREADED ROD AND �;ONNEGTION TO EYE 5OLTS BY G.G. -O" A.F.F. _ `F nOTT®M OF BEAM SEGTION /�y II P.I6.IP:J /i4..I J � /f111 MTL. STUDS IG" O.G. 1/2" MELAMINE OARD CEILING BY VENDOR #I b' -O" A.F.F._ _ CEILING HEIGHT x'-10 1-7::0" PAINT BREAK LINE 11-511 A.F.F. _ PAINT BREAK LINE II' -61" A.F.F. _ PAINT BREAK LINE 101_011 A.F.F. _ T.O. LOZ I ER GALVANIZED M 10"x I'- LOZIi (TYP, O' -O" A.F.F. _ FINISH FLOOR F.R.T. BLOGKING BY GONTRAGTOR (REFER TO A.2.2 FOR DETAILS). 61_ l u 1 (2) BOLI RACKS BY VENDOR #1 ATTACHED TO SLATWALL. 21-411 e4I P-ICl --_-- - — BOW SCALE-� FE -51 GRAPHIC I/ I_/yll TYPI GAL CEUI DII B0W HUNTER GRAPHIC 5LATWAL-L _-- - � �I_O11 �I_O11 GRAPHIC BY VENDOR #8 PROVIDE 2x4 ROOD BLOCKING all PAINT - FROSTY WHITE[EEO F! P34 P-3�4 A"�q 11 TYP., 111 x 8,11 LEDGER PAINT - DAZZLE C-6-2 Aef a#q2 GOC®L®aa- taq oYSTM SAY P-65 PAINT - VERNAL FALLS r_PL --I I FORMIGA WHITE BOARD PAINT - DAREDEVIL HL -3 BRUSHED PEWTER P E PAINT - GUSTOM BRICK 2 K-21 BLAGK FORST GREEN I-0II A.F.F.WITH AT II®/ryll AND 4 PAINT - 5OF-FAARE L-2 YORKSHIRE CHERRY Ha12 U 0 Cy 0— MATTE BLAGK -�� PAINT - GALAPAGOS GREEN PL ---5-1 o o C. '� `\ C� \ A FL:: -31 �� �� A 1 / WILD CHERRY P-82FDPAINT - MILLION DOLLAR RE L-� �� 010 �\ o o' SECURE GO 2 TANKS PRE -FINISHED`, THREADED ROD AND �;ONNEGTION TO EYE 5OLTS BY G.G. -O" A.F.F. _ `F nOTT®M OF BEAM SEGTION /�y II P.I6.IP:J /i4..I J � /f111 MTL. STUDS IG" O.G. 1/2" MELAMINE OARD CEILING BY VENDOR #I b' -O" A.F.F._ _ CEILING HEIGHT x'-10 1-7::0" PAINT BREAK LINE 11-511 A.F.F. _ PAINT BREAK LINE II' -61" A.F.F. _ PAINT BREAK LINE 101_011 A.F.F. _ T.O. LOZ I ER GALVANIZED M 10"x I'- LOZIi (TYP, O' -O" A.F.F. _ FINISH FLOOR F.R.T. BLOGKING BY GONTRAGTOR (REFER TO A.2.2 FOR DETAILS). 61_ l u 1 (2) BOLI RACKS BY VENDOR #1 ATTACHED TO SLATWALL. 21-411 e4I P-ICl --_-- - — BOW SCALE-� II !WALL PANELS ML -I 13Y VENDOR #I /41 \ PRE -FINISHED \ CLEAR ANODIZED \ / \ ALUM. DOOR # FRAt, 0'-0" A.F.F.ir_\ INISH FLOORELEVATION I B -3O ELEVATION 6 Ib. DENSITY FOAM FURNISHED AND INSTALLED BY VENDOR #I, (2) LAYERS THICK ENTIRE SURFACE OF BACK WAL 121-011 ryl_®W p,lep�ll A.F.F.11 CEILING HEIGHT -------- -- - ---- -- AALL PANELS - --- --- -- ML -1 _-- - - - ® BY VENDOR #I \ x ----- _--------- ---------------- _ ____-_ - ® PRE -FABRICATED ARCHERY TARGET --- - t FURNISHED AND INSTALLED BY ----------- -- - �- VENDOR #I 0'-0W A.F.F. - ---_ __ FIR115H FLOOR ELEVATION 5 ELEVATION 4 ARCHERY RANGE 12 IE2 INTERIOR I SGALE 1/4 " = 11-011 PRE -FABRICATED ARGHERY TARGET - FURNISHED AND INSTALLED BY VENDOR til NOTE: INSTALL WHITE PLASTIC- CAPS OVER EVERY-lB®® FASTENERS ® EAGH MELAMINE PANEL (ML -I) 121-011 121-011 III -611 FE -51 GRAPHIC R�M TYPI GAL CEUI DII B0W HUNTER GRAPHIC 5LATWAL-L _-- - � IIII15• FRAME BY VENDOR #I P-12 GRAPHIC BY VENDOR #8 PROVIDE 2x4 ROOD BLOCKING '-30 PAINT - FROSTY WHITE[EEO MDF TRIM P34 P-3�4 A"�q 13Y VENDOR #I P492 PAINT - DAZZLE C-6-2 Aef a#q2 GOC®L®aa- taq oYSTM SAY P-65 PAINT - VERNAL FALLS r_PL --I I FORMIGA WHITE E01 PAINT - DAREDEVIL HL -3 BRUSHED PEWTER P E PAINT - GUSTOM BRICK 2 K-21 BLAGK FORST GREEN I-0II A.F.F.WITH AT II®/ryll AND 4 PAINT - 5OF-FAARE L-2 YORKSHIRE CHERRY Ha12 PAINT - CINNAMON STONE L-2_ MATTE BLAGK -�� PAINT - GALAPAGOS GREEN PL ---5-1 TO MATCH ANTIQUE ASH - FORMICA H-76 EYE HOOK AN1 CHAIN LINK TO FL:: -31 GRENADINE PAINT - IRON OR / WILD CHERRY P-82FDPAINT - MILLION DOLLAR RE L-� —I NIKE PAINT - GOOL GRAY MDF SECURE GO 2 TANKS PRE -FINISHED`, NIKE PAINT - SATIN BLACK OPE THERMOFUSED MELAMINE PANEL PAINT - SILVER LAKE ® MDF - DOUBLE DENSITY UA PAINT - NEBULOUS WHITE ML -I MELAMINE - WHITE BLOCKING TO BE SURFACE METAL - BLACK CARBIDE ® ANTIQUE ASH CLEAR ANODIZED ALUM. DOOR # FRAME METAL - M15TY GRAY WRINKLE \' / f 611 VINYL GOVE - BLAGK MT -23 METAL - PLAIN STEEL PRO THIN BRIGK VENEER MT -24 METAL - PLAIN STEEL ® X19 MOUNTED TO GYP., PAINTED P-10. METAL - DARK GREEN B -3 0 2 , �— O'-O'I A.F.F.,VF IN15H FLOOR ELEVATION I ELEVATION 2 ELEVATION 5 II !WALL PANELS ML -I 13Y VENDOR #I /41 \ PRE -FINISHED \ CLEAR ANODIZED \ / \ ALUM. DOOR # FRAt, 0'-0" A.F.F.ir_\ INISH FLOORELEVATION I B -3O ELEVATION 6 Ib. DENSITY FOAM FURNISHED AND INSTALLED BY VENDOR #I, (2) LAYERS THICK ENTIRE SURFACE OF BACK WAL 121-011 ryl_®W p,lep�ll A.F.F.11 CEILING HEIGHT -------- -- - ---- -- AALL PANELS - --- --- -- ML -1 _-- - - - ® BY VENDOR #I \ x ----- _--------- ---------------- _ ____-_ - ® PRE -FABRICATED ARCHERY TARGET --- - t FURNISHED AND INSTALLED BY ----------- -- - �- VENDOR #I 0'-0W A.F.F. - ---_ __ FIR115H FLOOR ELEVATION 5 ELEVATION 4 ARCHERY RANGE 12 IE2 INTERIOR I SGALE 1/4 " = 11-011 PRE -FABRICATED ARGHERY TARGET - FURNISHED AND INSTALLED BY VENDOR til NOTE: INSTALL WHITE PLASTIC- CAPS OVER EVERY-lB®® FASTENERS ® EAGH MELAMINE PANEL (ML -I) 121-011 121-011 III -611 FE -51 GRAPHIC R�M TYPI GAL CEUI DII B0W HUNTER GRAPHIC MT -24 IIII15• FRAME BY VENDOR #I P-12 GRAPHIC BY VENDOR #8 LEVEL 5 FINISH REQUIRED '-30 PAINT - FROSTY WHITE[EEO MDF TRIM P34 P-3�4 A"�q 13Y VENDOR #I P492 NOTE: INSTALL WHITE PLASTIC, GAPS OVER EVERY FASTENERS @ EACH MELAMINE PANEL (ML -I) " A.F.F. — 1 &1-0" A.F.F. it GIaIL1N0 HEIGH`i v t Q MDF FRAME BY VENDOR #I ®I-0" A.F.F. FINISH FLOOR d r�3 k r, tt n:. KWh e �� I •� y 1 Y 5'''-0" A.F.F. _ CEILING HEIGHT V1- '-0" A.F,1 4FJIN1SH FLOOR WERIOR FINISH SCHEDULE LF]P ATED:630 W11 FE -51 PAINT - BUCKRAM BINDING R�M METAL - 51LVFR CEUI PAINT - WHITE FLOUR MT -24 METAL - RAW STEEL P-12 PAINT - LOUISBURG, GREEN METAL - GALVANIZED '-30 PAINT - FROSTY WHITE[EEO FBER REINFORGED PANEL P34 PAINT - HARTFORD DSC) GREEN A"�q 2PANEL - gYSaTER SRAY P492 PAINT - DAZZLE C-6-2 Aef a#q2 GOC®L®aa- taq oYSTM SAY P-65 PAINT - VERNAL FALLS r_PL --I I FORMIGA WHITE E01 PAINT - DAREDEVIL HL -3 BRUSHED PEWTER P E PAINT - GUSTOM BRICK 2 K-21 BLAGK FORST GREEN P- PAINT - 5OF-FAARE L-2 YORKSHIRE CHERRY Ha12 PAINT - CINNAMON STONE L-2_ MATTE BLAGK -�� PAINT - GALAPAGOS GREEN PL ---5-1 TO MATCH ANTIQUE ASH - FORMICA H-76 PAINT - BLUEBLOOD FL:: -31 GRENADINE PAINT - IRON OR PL -41 WILD CHERRY P-82FDPAINT - MILLION DOLLAR RE L-� SUEDE BLACK NIKE PAINT - GOOL GRAY MDF MEDIUM DENSITY FIBER 50. NIKE PAINT - SATIN BLACK OPE THERMOFUSED MELAMINE PANEL PAINT - SILVER LAKE ® MDF - DOUBLE DENSITY UA PAINT - NEBULOUS WHITE ML -I MELAMINE - WHITE MT -2d METAL - BLACK CARBIDE ® ANTIQUE ASH Mr -21 METAL - M15TY GRAY WRINKLE B -3o 611 VINYL GOVE - BLAGK MT -23 METAL - PLAIN STEEL PRO THIN BRIGK VENEER MT -24 METAL - PLAIN STEEL MT -25 METAL - DARK GREEN NOTE: REFER TO ROOM FIN15H 5GHEDULE FOR ADDITIONAL FINISHES. : . urs L o CD c o � 41 Design and construction documents as instruments of service are given in confidence and remain the property ofHerschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue I 01/B®/VOID )BID/�ER�1IT 02/16/2012 ADDENDUM I � I I I 0 ® Ii i I g � I w>, _. ® �- � Ura • LRo�o � 3 " s �6 >c ®�®�o CIL (q sum et7 m 123 QD E� Q � o 2 z ®a+5 W8 WD q— �D EZ� W, Drawn By: Project No,: 13101.00 0 0 0 FL. LIC, AR95693 25001 EMERY ROAD, SUITF 400 CLEVELAND, OH 44123 TEL (216) 223-3200 FAX (216) 223-32-10 www,herschmanarchitects,com LODGE PLAN, ELEVATIONS DETAILSAl2.5a I i - ----- ----- 1 '5" AJ OF II'b 1/2" OF W M_, Isminito "g- JJJ� AM1110HIC-11t 011,,,,­`,`014�1:! ROTL: ELETA-110f,9, 5 15 r,%ET[_:_-M51z0 GOLF PRO SHO PR P GOLF PRO SHOP E4 INTERIOR ELEVATION SCALE 1/4" = 11-0" FINIE514 To VECK--E PAINT BREAK LINE r-IN15H To DECK—' IT-Q� A.F.F. PAINT BREAK LINE 12. ALL W E5 AOE5 SCALE 1/4" = 1' L n FiNi5H To PECK—­-4--_�_ DUCT TO RUN THROU614 ALL 16-5" A rP By'. 0 .-#1 OR FINISH TO VEOK�_FPZ_50 FE -2-4 LL IT-Q� PAINT BREAK LINE F A5 HIrvH A5 P05!515LE, FAINT BREAK LINE 11'& 1/2" A.F.F. W-5 1/2" A.F.F. 6R A� 5-W A. TV TO BE POLE MOUNTED F 5TRUOTURE VE I V b 1/2" A.F.F. OF &RAO-Hi6s F -®� 42" CLQ+u CI -4 FL---2 6 -5" A.F.F. TOP or- TRIM 1' 13 1/2 A.P.F. OF &RAPHIC5 FL --2-4 1$iGV5" A.F.P. 41 a -o -EK2UAL: Jy C; L D TY P. - 5PA6 I N& FCD PLASM A ALL SURFArES STT®A.F.F Tv_ff. M OF TV BY VENVOR #1 - - - - - - ----- PL -41 - - - - - - - - - - - - - - v -w A.F.F._ F HEIC7HT BY VENPOR #1 -------- -0 P 9 ZFL TYR - - - - - - - - - - - - - - - - - - FRAME - - GOLF PRO SHOP E4 INTERIOR ELEVATION SCALE 1/4" = 11-0" FINIE514 To VECK--E PAINT BREAK LINE r-IN15H To DECK—' IT-Q� A.F.F. PAINT BREAK LINE 12. ALL W E5 AOE5 L n 16-5" A rP By'. 0 .-#1 OR TOP OF MIA FE -2-4 EGUAL, EQUAL 11'& 1/2" A.F.F. W-5 1/2" A.F.F. 6R A� Or 6RAPHIG5 or- &RAPHIC5 1$iGV5" A.F.P. IiELFH1 6-HT— ALL SURFArES BY VENVOR #1 - - - - - - ----- PL -41 - - - - - - - - - - - - - - t5LATKALL 13Y VEWOR #1 p BY VENPOR #1 -------- -0 P 9 ZFL TYR - - - - - - - - - - - - - - - - - - FRAME - - 4" TRIM - - - - - - - - - - - - -O" O'O'-O"A.F.F. (CO D2 !A.F.F. *FeINISH FLOOR FLOOR 5 REFER TO 5H ET Al2.5 FOR PL-4'1 GOLF PRO SHOP GOLF PRO SHOP 13Y \/ffVOR #1 CONTIMATIO14 E8 INTERIOR ELEVATION E9 INTERIOR ELEVATION 56 ALE 1/4" m 11-001 SOALE 1/4" 0 11-.0" q, � co & ILK oil Design and construction documents as instruments of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Harschman Architects, Incorporated, Date Fta�7 01/50/2012 E31WPERMIT 02/1(9/:2012 ADDENDUM I 05/22/2012 REV1510N 2 04/02/2012 REVIVONS 5 04/25/2012 REV15ION 4 g 2 U 70 U U N Af a 0 to In 7F3 to t U a - Drawn By: P.f ox Project No.: 15101.00 0 0 z FM Ir 0 100 mph C 1.0 WIT ---------- Effective Area (sq. ft.) Height Interior Zone End Zone 1. 0-15' 15.4 psf 23.3 psf 2. 20' 16.4 psf 24.8 psf 3. 25' 17.2 psf 26.0 psf 4. 30' 17.8 psf 26.9 psf WIT ---------- Effective Area (sq. ft.) Type of Concrete Minimum Maximum Water Specified 10 20 50 10B.0 Camentitilous Cement Ratio 28 -day Slump Range Content Range Size building code for lateral design loads until permanent restraints have been Content project site will not be permitted. All water must be added at the batch plant. 0-15 28.6 27.4 25.8 24.7 35.2 32.9 29.8 27.4 20 30.5 29.2 27.5 26.3 37.6 35.1 31.8 29.2 25 31.9 30.5 28.8 27.6 39.3 36.7 33.2 30.6 30 33.0 31.7 29.8 28.6 40.8 38.1 34.5 31.7 35 34.2 32.8 30.9 29.6 42.2 39.5 35.7 32.8 40 35.2 33.7 31.7 30.4 43.36 40.6 36.7 33.7 D. Components and cladding.- use the most stringent wind load obtained from code, underwriter criteria (Factory Mutual, etc.), and the project specifications. Cladding manufacturer shall consider increased pressure coefficients at building perimeter, corners, eaves, and rakes. Loads noted in general notes are obtained from code. E. Roof uplift Typical bay gross 30 psf net 25 psf Perimeter bay (18' wide) gross 40 psf net 35 psf Corner bay (18' x 18' wide) gross 48 psf net 43 psf Nm'* Helical Pier 1. Foundation design is based on Helical piers. Piers shall be sized for the loads indicated on the drawings. 2. Final length, size and quantity of flights to be determined by geotechnical engineer and helical pier design engineer. 3. Pier shall be installed to depth required to obtain the needed capacity. 4. Piers shall be furnished with top bearing plates, tension reinforcing and components (if applicable) and all other components as requested by the pier design engineer. 5. Material for the helical pier shall be the manufacturer's standard for the required pier size. 6° Contractor shall locate existing utilities prior to beginning work. Protect utilitie from damage when they occur in close proximity to piling operations. Drill pilot holes as required. 7. Upon completion of the work, a certified pier report shall be submitted by the contractor recording the following: A. Actual elevation at bottom and top, elevation of rock (if any) B. Final centerline location at top C. Variation of pile from plumb D. Any unusual conditions E. Date and time of start and completion of pier installation. 6° Contractor shall submit helical pier construction documents and calculations stamped by an engineer registered in the state where the project is located. 1. All concrete construction shall conform to ACI 301, *Specifications for Structural Concrete" and ACI 302, 305 and 306 unless noted otherwise for the year referenced in the building code noted. 2. All detailing, fabrication and placing of reinforcing bars, unless otherwise noted, shall conform to ACI 318, "Building Code Requirements for Structural Concrete" ACI 117, and the latest ACI detailing manual. 1111111111!011 Concrete Types Schedule Type of Concrete Minimum Maximum Water Specified Specified Specified Air Maximum 7. Camentitilous Cement Ratio 28 -day Slump Range Content Range Size building code for lateral design loads until permanent restraints have been Content project site will not be permitted. All water must be added at the batch plant. Compraesiva for Placement Aggregate The contractor is responsible for all costs associated with repairs resulting q A_ - Strength (with W.R.) from improper or insufficient bracing. 8. All concrete shall be placed without horizontal construction joints, except where lb./cu.yd, Muc Ilgiriggug SteelLintelSchdlo psi inches Z by volume inches • Spread Footings 470 0.60 3000 5 0-3 1 _t a For openings up to 4'-0" use 3 -1/2x3 -1/2x5/16 angle. Top Bars Other Bars subject to prior approval of the engineer. Expansion joint and control joint Bur size Lap Anchorage Bar Size Lap Anchorage v For openings from 4'-0" to 5'-0" use 4x3 -1/2x5/16 LLV. Entrapped 2 • Interior Concrete 564 0.48 4000 3-5 0-3 1 • Grade Beams 4000 psi normal weight concrete, Fy=grade 60, non -coated bars B. Use one angle for each 4" Wythe of masonry. Top Bars Other Bars '" to provide a 60 -0 horizontal length of concrete placement in any Entrapped • Pile Caps direction. #4 33" 25" #4 25" 19" C. All lintels shall have a bearing at each end of 1 inch per foot of opening 10. All exposed edges of concrete members shall be chamfered 3/4" unless shown #6 49" 37" #6 37" 29" • Concrete Permanently #7 71" 54" #7 54" 42" otherwise on architectural drawings. When lapping two different size bars, use the lap dimension of the smaller D. All lintels on the building exterior shall be galvanized. 6 See architectural drawings for concrete finishes, masonry anchors, and for Exposed to the Weather 564 0.45 4500 5-6 ±1.5% 1 or Vulnerable to De -iters • Footings and grade beams cast against 3" An independent testing laboratory shall be retained to periodically inspect 12. The placement of sleeves, outlet boxes, box -outs, anchors, etc., for the • Slabs on grade (W.W.F.) 1/3 slab thickness and perform material testing of masonry materials and construction to or Freeze Thaw Cycles mechanical, electrical and plumbing trades is the responsibility of the trade • Interior slabs and stairs 3/4pp conform with -the building code and the following: • Exterior slabs and stairs. #5 and smaller 1 1/2- involved- however any box -outs not covered by typical details in #6 and larger 2" • Exterior Slabs • Walls interior face: 3/4- • Walls exterior face: #5 and smaller 1 1/2" #6 and larger 2" Con (cont.) Maso (cont.) 6. All aluminum in contact with concrete or dissimilar metals shall be coated with 12. Mortar protrusions, extending into cells or cavities to be reinforced and 16. two coats coal tar epoxy, approved by the architect, unless otherwise noted. filled, shall be removed® 7. Concrete shall be discharged at the site within 1 1/2 hours after water has 13. All CMU shall be temporarily braced during construction for the governing been added to the cement and aggregates. Addition of water to the mix at the building code for lateral design loads until permanent restraints have been project site will not be permitted. All water must be added at the batch plant. 19. installed. Temporary bracing is the sole responsibility of the contractor. Slump may be adjusted only through the use of additional water reducing The contractor is responsible for all costs associated with repairs resulting q A_ - admixture or high range water reducing admixture. from improper or insufficient bracing. 8. All concrete shall be placed without horizontal construction joints, except where 14. Muc Ilgiriggug SteelLintelSchdlo specifically noted. Horizontal reinforcement shall be continuous through vertical 21. In reinforced concrete walls and trench footings provide corner dowels of same Z; 6 IU 1Z I& construction joints. LL A. For masonry walls 8" or thicker or masonry veneer and steel studs: 9° Construction joint locations other than shown on the drawings are permitted 3000 psi normal weight concrete, Fy=grade 60,non-coated bars a For openings up to 4'-0" use 3 -1/2x3 -1/2x5/16 angle. Top Bars Other Bars subject to prior approval of the engineer. Expansion joint and control joint Bur size Lap Anchorage Bar Size Lap Anchorage v For openings from 4'-0" to 5'-0" use 4x3 -1/2x5/16 LLV. #3 28ps 22" #3 22" 17" locations are mandatory as shown. Contractor shall submit drawings showing #4 37" 29" #4 29" 22" e For openings from 5'-0" to 6-V use 5x3 -1/2x5/16 LLV. #5 47" 36" #5 36" 26" intended placing sequences and location of construction joints to the engineer #6 56" 43" #6 43" 33" #7 81 " 63" #7 639P 48" for approval. At poured in place walls, construction joints shall be located so as 4000 psi normal weight concrete, Fy=grade 60, non -coated bars B. Use one angle for each 4" Wythe of masonry. Top Bars Other Bars '" to provide a 60 -0 horizontal length of concrete placement in any Bur Size Lap Anchorage Bar Size Lap Anchorage #3 24" 19" #3 19" 15" direction. #4 33" 25" #4 25" 19" C. All lintels shall have a bearing at each end of 1 inch per foot of opening 10. All exposed edges of concrete members shall be chamfered 3/4" unless shown #6 49" 37" #6 37" 29" with a minimum of 6'. #7 71" 54" #7 54" 42" otherwise on architectural drawings. When lapping two different size bars, use the lap dimension of the smaller D. All lintels on the building exterior shall be galvanized. 11. See architectural drawings for concrete finishes, masonry anchors, and for 15. Quality Assurance Qmrrote, Coyer far Reinforcing Concrete reinforcing shall be placed per the tolerances of ACI 117 and miscellaneous embedded plates, bolts, anchors, angles, etc. ACI 318 regarding minimum cover. 2. Location Mhn-Jimurn Qp_yer • Footings and grade beams cast against 3" An independent testing laboratory shall be retained to periodically inspect 12. The placement of sleeves, outlet boxes, box -outs, anchors, etc., for the • Slabs on grade (W.W.F.) 1/3 slab thickness and perform material testing of masonry materials and construction to from top of slab mechanical, electrical and plumbing trades is the responsibility of the trade • Interior slabs and stairs 3/4pp conform with -the building code and the following: • Exterior slabs and stairs. #5 and smaller 1 1/2- involved- however any box -outs not covered by typical details in #6 and larger 2" 9 the structural drawings shall be submitted for approval. 13. Reinforcing bars shall conform to ASTM A615, grade 60. No tack welding of reinforcing in the field will be permitted. 14, Welded wire fabric reinforcing shall conform to ASTM A185 and be furnished in flat sheets and installed on chairs. 15. Wire bar supports shall be furnished for all reinforcing within slabs, inclusive of wire welded fabric. Bottom bars in slabs on grade may be supported by other suitable supports. Reinforcing shall be properly positioned prior to concrete lne-d-m,-n+ and ma not be ria- nQ1+1r%namei nrid-cm onncrp+p n PrMinricz have be "n \OX oo R. 6!""", E N No. 47343 0'- STATE OF GORDON PE: 0047343 EB: 0007857 Expires: 2/28/13 Design and oonstruotion documents as Instruments of service are given In confidence and remain the property of Hirschman Architects. The use of this design and these construction donumanta for purpoaam other than the specific project named heroin Is strictly prohibited without expressed written consent of Hirschman Architects, Incorporated. Date J F Y 11 r g° Wire bur and other types of supports shall be in accordance with the concrete See Special Inspection section for Level 1 required inspections. 01/50/2012 reinforcing steel institute manual of standard practice. 16. Reinforcement Shull be continuous through all construction joints unless otherwise noted on drawings. 17. All hooks shown on drawings shall be standard hooks unless otherwise noted. 18. Where continuous bars are called for, they shall run continuously around corners and be lapped at necessary splices, or hooked at discontinuous ends. Lap lengths shall be as given in the splice and development table. Lap beam top bars at mid -span and beam bottom bars at supports, unless otherwise noted. 19. Provide additional reinforcing at the sides and corners of all openings in concrete in accordance with the typical details. Minimum additional requirements are as follows - q A_ - (2) -#5 top and bottom in slabs (2)-#5 each face in walls N9 (2)-#5 x 4'-0" long diagonally each corner of opening 20. Extend bars a minimum of 2'-0" beyond openings, hook where extension is not possible. 21. In reinforced concrete walls and trench footings provide corner dowels of same Z; 6 IU 1Z I& size and spacing as horizontal reinforcing. Dowels shall have a class "b" lap with LL horizontal reinforcing in each direction. Minimum LaSplice and Anchorage Dimension Table 11 3000 psi normal weight concrete, Fy=grade 60,non-coated bars Top Bars Other Bars Bur size Lap Anchorage Bar Size Lap Anchorage #3 28ps 22" #3 22" 17" #4 37" 29" #4 29" 22" #5 47" 36" #5 36" 26" #6 56" 43" #6 43" 33" #7 81 " 63" #7 639P 48" 2. 4000 psi normal weight concrete, Fy=grade 60, non -coated bars Top Bars Other Bars Bur Size Lap Anchorage Bar Size Lap Anchorage #3 24" 19" #3 19" 15" #4 33" 25" #4 25" 19" ' #5 41" 31" #5 31" 24" #6 49" 37" #6 37" 29" #7 71" 54" #7 54" 42" 3. When lapping two different size bars, use the lap dimension of the smaller bar or the anchorage dimension of the larger bar. Use whichever dimension is larger. Minimum 1. Qmrrote, Coyer far Reinforcing Concrete reinforcing shall be placed per the tolerances of ACI 117 and ACI 318 regarding minimum cover. 2. Location Mhn-Jimurn Qp_yer • Footings and grade beams cast against 3" and permanently exposed to earth • Slabs on grade (W.W.F.) 1/3 slab thickness from top of slab • Interior slabs and stairs 3/4pp • Exterior slabs and stairs. #5 and smaller 1 1/2- #6 and larger 2" • Walls interior face: 3/4- • Walls exterior face: #5 and smaller 1 1/2" #6 and larger 2" • Columns and piers (vert. reinf.) 2" • Column and pier ties 1 1/2- 3. Maximum deviation from the above requirements shall be ±-t inch for 4 sections 10 inches thick or less; and ±1 inch for sections over 10 2 inches thick. See ACI 318-95, section 7.7.1 for conditions not listed. Magpnry 1. All masonry shall conform to Building Code Requirements for Masonry Structures" (ACI 530/ASCE 5/TMS 402) and "Specifications for Masonry Structures" (ACI 530.1/ASCE 6/TMS 602) for the year referenced in the building code noted. 2. All brick and concrete masonry and construction shall comply with the recommendations of Brick Institute of America (BIA) and the National Concrete Masonry Association (NCMA) and minimum requirements established by noted building codes. 3. Grout to fill cores shall be ASTM C476, course grout (3/8" maximum aggregate) with a minimum compressive strength of 2500 psi in 28 days. 4. Concrete masonry units (CMU) shall be medium weight units conforming to ASTM C90. ASTM C270 Type "S" mortar with a minimum compressive strength of 1800 psi shall be used for all masonry. Masonry shall have a minimum compressive strength (f'm)=1500 psi unless noted otherwise. 5. When structural reinforcement is incorporated in masonry cement mortar, the maximum air content shall be 18%. 6. Reinforcing bars shall conform to ASTM A615, grade 60. 7. All masonry units shall have galvanized horizontal joint reinforcement as follows: A. 9 Ga, side and cross rods (ladder type) spaced 16" o.c. vertically 8. Lap joint reinforcing as shown in the table below. Wire Joint Reinforcing Splice Length W1.1 (11 ga.) 6" W1.7 (9 g a.) 7" W2.1 (8 g a.) 8" W2.8 (3/16 wire) 9" W4.9 (1/4 wire) 12" 9. All cores with reinforcement shall be filled solid with grout. All grout shall be consolidated in place by vibration to insure complete filling of cells. 10. Place reinforcing bars before grouting. 11. Properly secure reinforcing bars to maintain the positions indicated on the drawings. Bars to be located in center of cells unless otherwise noted. \OX oo R. 6!""", E N No. 47343 0'- STATE OF GORDON PE: 0047343 EB: 0007857 Expires: 2/28/13 Design and oonstruotion documents as Instruments of service are given In confidence and remain the property of Hirschman Architects. The use of this design and these construction donumanta for purpoaam other than the specific project named heroin Is strictly prohibited without expressed written consent of Hirschman Architects, Incorporated. Date J isslie 01/50/2012 BIS .MIT 02/16/2012 APPENPUM I S, 16 2) ai ®l q A_ - Is N9 E N5 I ed Z; 6 IU 1Z I& fare LL S, 16 2) ai ®l n E N5 I kti n N5 fare W F_ Z LLM V ' U) ca �1 5 Structural Steel 1 Detailing, fabrication, and erection shall conform to the latest RISC specifications. Structural Steele (W shapes, Plate Girders) ASTM A992 (Fy=50ksi) (M, S, C shapes) ASTM A36 uno (Plate, Angles) ASTM A36 uno HSS: (tubular shapes) ASTM A500 grade B (Fy=46ksi) (round shapes) ASTM A500 grade 8 (Fy=42ksi) Pipe Sections, ASTM A53, type E or S, grade B (Fy=35ksi) All anchor rods shall be ASTM F1554 grade 36, uno. All structural steel shall be primed white or light gray; asphaltic paints are not acceptable. All column base plates shall have a minimum of four anchor rods. 2. Connections shown on these drawings are generally schematic. They are intended to define the spatial relationship of the framed members and show a feasible method of making the connection. Any connection that is not shown or is not completely detailed on the structural drawings shall be designed by a registered professional engineer, retained by the fabricator® Details and connections may be designed to conform to RISC Steel Construction Manual thirteenth edition. Completely detailed means the following information is shown on the shop detail drawings: A. All plate dimensions and grade. B. All weld sizes, lengths, pitches and returns. C. All hole sizes and spacings. D. Number and type of bolts: where bolts are shown but no number is given, the connection has not been completely detailed. E. Where -partial information is given, it shall be the minimum requirement for connection. F. Method of design. 3. Details and connections completely detailed in the contract drawings may not be altered without written approval by the engineer. Where approved, altered connections shall be completely detailed by the fabricator's engineer clearly on the shop drawings. 4. Alterations of schematic connection details may impact architectural concept and shall not be made without prior written approval of the engineer. 5. Minimum connection plate thickness shall be 3/8", unless otherwise indicated in the contract drawings. 6. Unless otherwise noted, beam to beam connections and beam to column connections shall be double angle (t=5/16") framed beam connections shop welded per Table 10, RISC manual (thirteenth edition) for using weld A, and using 3/4" diameter ASTM 325-n bolts in standard or horizontally slotted holes for the field connection. The minimum length of connection angles shall be equal to one-half the depth of the member to be supported. 7. All bolts shall be considered bearing bolts. Do not over tighten bearing bolts, especially for beams to support concrete slabs. Tighten bearing bolts to a snug condition only, per RISC specifications. 8. Unless otherwise noted, all connections at HSS sections shall be designed and detailed in accordance with the RISC "Hollow Structural Sections Connection Manual," first edition. 9. All welding shall be done using E-70xx electrodes in accordance with the latest AWS specifications. 10. Work these drawings with architectural drawings for nailer holes and architectural clearances. 11. General contractor shall verify all structural beam locations, mechanical unit weights and opening sizes and locations with mechanical contractor and vendor's drawings for actual mechanical unit purchased. 12. Splicing of structural members where not detailed on the drawings is prohibited without prior approval of the structural engineer. 13. Screed plates, pour stops and slab supports at slab openings, at slab edges and supports for metal deck around columns shall be furnished by the contractor as required to complete the work. 14. Cuts, holes, coping, etc, required for work of other trades shall be shown on the shop drawings and made in the shop. Cuts or burning of holes in structural steel members in the field will not be permitted, unless specifically approved in each case by the structural engineer. 15. All HSS shapes (round, square, rectangular, etc.) are to have a 1/4" cup plate at all exposed ends. Cap plates to be seal welded all around, uno. Provide 3/8"0 weep holes in the center of the plate. 16. All weld sizes not shown in details herein shall be the minimum required size based on thickness of thicker part as per RISC thirteenth edition, tables J2.3 & J2.4. exception: at member splices welds or bolts shall develop full strength of the member or components being connected. 17. All around welds indicated herein shall be discontinuous at the flange tips of open sections. 18. All structural steel, including base plates and tops of anchor bolts, to be exposed to soil are to be coated with an approved coal tar epoxy, 16 mils minimum thickness. 19. Any alteration made by the detailer on the structural steel shop drawings to schematic or completely detailed connections shown on the contract drawings must be clearly identified by clouding or by direct note on the shop drawing by the detailer prior to submission to the engineer. 20. Any member sizes shown on the plans, and currently listed in the RISC Steel Construction Manual, latest edition, which are not currently available must be brought to the architect and structural engineers attention prior to award of steel contract. No claim for additional cost will be accepted after the award, for member/built up member substitutions for these sizes. 21. All 4x4x5/16 angles required for roof units and roof openings over 12"x12" to be supplied by structural steel fabricator and be coordinated by general contractor with the joist fabricator, mechanical drawings and mechanical equipment supplier. 22. Hot dip galvanize per ASTM A123 after fabrication the following structural steel members: A. Shelf angles supporting masonry B. Lintels supporting single or multiple Wythe exterior masonry walls. C. Items identified on the architectural and structural drawings. For members shown to be galvanized all connection material shall also be galvanized (uno). Architecturally Exposed Structural Steel 1. Steel framing which is architecturally exposed (IE, decorative x -bracing), requires special care be taken during fabrication, handling and erection. The following requirements from Section 10 of the RISC code of standard practice for architecturally exposed structural steel shall apply. Additional requirements of Section 10 do not apply. 2. Fabrication shall be done in accordance with the details shown on the structural drawings. All copes, miters and butt cuts in surfaces shall be made with uniform gaps as shown on the drawings, or in reasonable contact if shown without a gap. Welds shall be reasonably smooth and uniform. Finishing and grinding is not required except where necessary for fit clearance, or when specifically noted on the contract drawings. 3. The fabricator shall use special care to avoid bending, twisting or otherwise distorting of individual members or assemblies. 4. Erection shall be performed so as to provide a close fit and neat appearance of the structure. 5. Unloading, handling and erection shall be executed with care to minimize damage to any shop point. If temporary braces or erection clips are used, upon removal, steel surfaces shall be ground smooth and holes filled with weld metal or body solder and smoothed by grinding or filing. Touch up abrasions of the shop coat shall be performed by the painting contractor. 6. Primer coats shall be compatible and may be part of the architectural paint system for architecturally exposed structural steel. Coordinate with architectural requirements. Metal Form Deck 1. All metal floor decking shall comply with the provisions of the latest edition of the Steel Deck Institute "Design Manual for Composite Decks, Form Decks, Roof Decks and Cellular Metal Floor Deck with Electrical Distribution." 2. Metal form deck shall be black high strength steel. Deck shall be puddle welded at all steel supports as follows: A. Provide puddle welds at all steel supports using 16 ga. welding washers with J"O hole for metal form deck 24 go. and thinner. Provide J"O puddle welds for metal form deck 22 ga. and thicker. a. All puddle welds shall be spaced 0 10" o.c. max. (30/4 pattern). b. Weld at all lops or edges of panels. c. Welds to be made following AWS D1.3 specifications by qualified welding operators. d. All deck end laps shall be a minimum of 2'. B. For metal form deck supported by cold form framing attach with #10 TEK screws at 6" O.C. 3. Provide metal pour stop at all edges of concrete construction (including floor openings) except where edge angle is detailed. Pour stop shall be of gage as recommended by manufacturer for specific conditions with a minimum of 20 go. Attach to deck with #10 TEK screws 0 2'-0" o.c. where not continuously supported. Metgl Roof Decking 1. All metal roof decking shall comply with the provisions of the steel deck institute "Design Manual for Composite Decks, Form Decks, Roof Decks and Cellular Metal Floor Deck with Electrical Distribution" and underwriter requirements (Factory Mutual, etc.). Z Deck and accessories shall be cleaned and given a phosphate treatment and a shop prime coat of white or light gray rust inhibitive paint. 3. Deck and accessories that are to receive spray fireproofing shall be galvanized® 4. No light gage framing, mechanical, electrical or other equipment shall be suspended from or attached to any metal roof deck. 5. See plans for deck attachment. Cold Formed _Metal Framing 1. The design, installation and construction of cold -formed carbon or low -alloy steel, structural and nonstructural steel framing, shall be in accordance with 'The Standard for Cold -Formed Steel Framing -General Provisions, American Iron and Steel Institute" (AISI-general) and AISI-NASPEC. 2. Design of metal stud framing shown is based on CSJ type (1 5/8" flange) studs with Dietrich Industries section properties and allowable resisting moment capacity. Alternate manufacturer's framing size shall meet the minimum section properties and allowable resisting moment capacity of the members indicated on the design drawings. Additional costs for an increase in stud size or gage is prohibited. 3. All framing members 16 go. and heavier shall be formed from steel with a minimum yield strength of 50 ksi. All other framing shall be formed from steel with a minimum yield strength of 33 ksi. 4. All framing shall be galvanized. 5. All connections shall be screwed or welded. Powder driven fasteners are not acceptable for any structural applications. 6. Member web openings shall be positioned a minimum of 10" from connections. 7. All welds shall be touched up with zinc -rich paint. 8. Contractor shall submit fabrication and erection shop drawings to the engineer for review for all cold formed metal framing components and connections indicated on the contract drawings. Any deviation from this design shall be approved by the architect/engineer and additional review costs shall be the responsibility of the contractor. For all framing components and connections not specifically detailed on the structural drawings including trusses, headers, jambs, etc. submit shop drawings and calculations stamped by on engineer registered in the state the project is located. 9. At wall locations where multiple studs are required to support vertical loads, a continuous load path shall be provided to support those loads through the structure inclusive of the floor system to the foundations. This may be accomplished through the use of beams, headers, blocking, stiffeners or other appropriate means based on location and detailing considerations. 10. 0SI3 or plywood sheathing shall be attached to light gage framing with #10 TEK screws at 6" o.c. (uno). The screws shall be of sufficient length to penetrate through the cold -formed steel framing member by at least three exposed threads. All screws shall be hot dipped galvanized per ASTM A153 when sheathing is pressure treated or fire retardant treated. 11. All sheathing shall be APA rated sheathing. Decial Inspections 1. Special inspection is to be provided in addition to the inspections conducted by the department of building safety and shall not be construed to relieve the owner or his authorized agent from requesting the periodic and called inspections required by the building code. Special inspection shall be paid by the owner. 2. In addition to the regular inspections, the following items will also require special inspection in accordance with the building code. A. Soils compliance prior to foundation inspection (compacting fill, special grading) B. Structural steel fabrication C. Field welding D.. High strength bolts E. Structural masonry 3. Special inspector shall meet the qualifications as stated in the building code and shall perform the duties and responsibilities as outlined in the building code. 0 q % N ZZ ZZ No. 47343 cc o srATE OF GORDON PE: 0047343 0 N A E13:0007857 Expires: 2/28/13 Drawn By: Project No.: X W I - Z W a Z 0 U. 0) - qe W j3 C:) Pf I- 0 0 Z LL Z W < I v F2 -H CD I (7A) -H co I (E) JOIST SUBSTITUTE TO BE REMOVED (E) 10- JOIST TO REMAN. SHORE AS REQ'D A R I (E) HSS COL. T BE REMOVED I (E) W12 TO BE REMOVE 16 32'-0"± 32'-0"± 32'--0"± — ' (E) CCL. TO BE REMOVED BELOW FIN. UPPER FLOOR, IN / ! I ® Vill (E) CONCRETE COLUMN TO BE CUT. (E) CONCRETE COLUMN TO BE CUT. SEE MAIN ROOF FRAMING SEE MAIN ROOF FRAMING DEMOLITION PLAN FOR ADD'L NOTE. DEMOLITION PLAN FOR ADD'L NOTE. 32'-0"± (E) DECK TO BE REMOVED i ® \MO BEAM TO DE 0 32'--0"± LIM ► fi • A .;fir � � � �� : ew�r •y_..,.. � (E) CON RETE COLUMN TO REMA N, TYP. (UNO) VA 32'-0"± i COL. TO BE REMOVED BELOW FIN. UPPER FOO O (E) DECK TO BE REMOVED ri r.. SUBSTITUTE(E) JOIST O BE REMOVED O REMAI SHORE EQ' ROOF +` A O REMAIN, P. No. 47343CC � 0 ' STATE O GORDON PE:0047343 /ruJnnm�lu,,' EP:0007857 Expires: 2/28/13 Design and construction documents as Instruments of service are given In confidence and remain the property of Hersphmsn Architects. Thea use of this design and these construction documents for purposes other than the specific project nsmed herein to strictly prohibited without expressed written consent of Herschman Date � Architects, Incorporated. D a t Pi Issue 01/50/2012 IIS MIT° 02/16/2012AOPENDUM I w V ® F9^ o� 6� uu -oma 6�Uo o n E a o �� �o� w N 0 Drawn By; TBA Project No,: 15101.00 co 0 0 0 0 IMM a: 0 26001 EMERYROAD, CLEVELAND, OH 4 :a TEL 2 223-320* FAX(216) 223-3214 S2,01-11-1-11 5 U110 'i CD C14 1� I M, i- 10 Il I I'a !IE" FLOOR *PENING TIELD VERIF; Lt. 1 2 3 4 5.5 7 T30V-6" im ,32'-0" 1 24'-0" M V-6" 0 HE No. 47343 CC: 0'- STXrE OF NA GORDON R. PE:0047343 ILA E13:0007857 Expires: 2/28/13 Dcaign and construction documenta as Instruments of service are given In confidence and remain the property of Harachman Architects. Thu use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Harachman Architects, Incorporated. Date 01/50/2012 BI IT 02/16/2012 ADDENDUM] 1 1 M i i i U1, U, ga� 1.LaIM" �9' W I rIM 4 POW WMI T, I'M", iM ------------- — ------------- -------- .'�K r -EA RR U "RE0 71 'R 13 S -ij U— '3 Ilp I I I I i h 11 1 1 1 LL� i V-6" 0 HE No. 47343 CC: 0'- STXrE OF NA GORDON R. PE:0047343 ILA E13:0007857 Expires: 2/28/13 Dcaign and construction documenta as Instruments of service are given In confidence and remain the property of Harachman Architects. Thu use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Harachman Architects, Incorporated. Date 01/50/2012 BI IT 02/16/2012 ADDENDUM] 'R 13 S -ij U— '3 CL 22 H 13 Q -'U !fi 6 S E ::F. x -4 R. IDrawn By: TBA 15101.00 0 Cj I S3.0 13 4i 8" (N) CMU THICKNESS TO MATCH EXISTING V.I.F. SCHEDULE CMU THICKNESS 4- MASONRY BRICK TIES SEE ARCH. (N) BRICK VENEER, KXX KXX KXX SEE ARCH. KXX (N) MASONRY INFILL ><><>< (G.C., CMU COURSING >I= TO MATCH EXISTING) KXX T/(N) COMPACTOR KXX PAD k k GRANULAR FILL PC -3 GROUT SOLID (N) LINTEL, SEE PLAN (N) COMPA#- OPE1411IG INFILLED W/1' AT EXISTING LOCATION, SiLo HORIZ. R, 16" O.C. T/(E) 171r (E) FOOTING 50-0" 1®-3"° 2§-6- 11-3. 1 OF COL. 1 -1 & PILE CAP. GRADE BEAM GRADE BEAM REINF. TO RUN THRU PILE CAP, TYP. 0 GRADE BEAM OMI SEE GENERAL NOTES FOR BAR CLEARANCES p am PREMOLDED JOINT FILLER #4 0 12- O.C. LAP 18" 4 4. 4 3n W( �n �0§ �un §r 0§ 2 L'� 62D (2) #4 CONT. MIN. SEE SEE GENERAL NOTES FOR BAR CLEARANCES SECTION 3 3/4'= 1 a-0"° OF COL. & PILE CAP. --- (8) #6 SHORT HOOKED T&B (5) #6 LONG WAY HOOKED T&B I FILL EXISTING WITH GROUT IF REQUIRED EXIST. MASONRY WALL 2" COMPRESSIBLE FILLER Mi CONT. BEAM TOP REINFORCEMENT -J 70-6" V-3 2'-6" 2'-6" (E) CONCRETE BEAM/WALL r (0 Cq —0 C-4 (10) #6 E.W. HOOKEDT&B DRILL EPDXY GROUT LIN L � I REINFORCING BOTH T&B (E) CONCRETE ME III INTO (E) CONC. RETAINING BEAM/WALL WALL USING HILTI HY150 MAX ADHESIVE ANCHORAGE SYSTEM OR EQUAL (8- EMBED) '4 Cq 0 7 4 r t co -4 Cq k6 SHORT WAY HOOKED T&B (10) #6 LONG WAY HOOKED T&B BOND BREAKER DUMPSTER SLAB ---\ \4 GROUT MASONRY SOLID BELOW GRADE Z 'n V)ti EQ. V-0" EQ. 21112IRil #5 0 12" O.C. z EA. WAY, TOP & BOT. 4 4 agg ilum-gumm mm M61 1:0 ;W [Mel 0 WAZA1.11 '0 M a J" WIDE x T/4" DEEP SAWCUT SEE TABLE GENERAL NOTES PILE CAP SCHEDULE 4- 6- MARK TYPE 29- '0" TOTAL SERVICE LOAD PC -1 1 S -O" 25k PC -3 D:1 3°•-0'® 25k PC -4 3P-0" 25k PC -5 39-0" 65k -TJ4 --TT 4 _J_ PREMOLDED JOINT FILLER #4 0 12- O.C. LAP 18" 4 4. 4 3n W( �n �0§ �un §r 0§ 2 L'� 62D (2) #4 CONT. MIN. SEE SEE GENERAL NOTES FOR BAR CLEARANCES SECTION 3 3/4'= 1 a-0"° OF COL. & PILE CAP. --- (8) #6 SHORT HOOKED T&B (5) #6 LONG WAY HOOKED T&B I FILL EXISTING WITH GROUT IF REQUIRED EXIST. MASONRY WALL 2" COMPRESSIBLE FILLER Mi CONT. BEAM TOP REINFORCEMENT -J 70-6" V-3 2'-6" 2'-6" (E) CONCRETE BEAM/WALL r (0 Cq —0 C-4 (10) #6 E.W. HOOKEDT&B DRILL EPDXY GROUT LIN L � I REINFORCING BOTH T&B (E) CONCRETE ME III INTO (E) CONC. RETAINING BEAM/WALL WALL USING HILTI HY150 MAX ADHESIVE ANCHORAGE SYSTEM OR EQUAL (8- EMBED) '4 Cq 0 7 4 r t co -4 Cq k6 SHORT WAY HOOKED T&B (10) #6 LONG WAY HOOKED T&B BOND BREAKER DUMPSTER SLAB ---\ \4 GROUT MASONRY SOLID BELOW GRADE Z 'n V)ti EQ. V-0" EQ. 21112IRil #5 0 12" O.C. z EA. WAY, TOP & BOT. 4 4 agg ilum-gumm mm M61 1:0 ;W [Mel 0 WAZA1.11 '0 M a J" WIDE x T/4" DEEP SAWCUT SEE TABLE GENERAL NOTES THORSON BAKER & Associates, Inc. Consufting Engineers 3030 West Streetsboro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax Project No.: 15101.00 co Q 0 0 z Imm 0 PILE CAP SCHEDULE MARK TYPE DEPTH TOTAL SERVICE LOAD PC -1 1 S -O" 25k PC -3 D:1 3°•-0'® 25k PC -4 3P-0" 25k PC -5 39-0" 65k THORSON BAKER & Associates, Inc. Consufting Engineers 3030 West Streetsboro Road (330) 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax Project No.: 15101.00 co Q 0 0 z Imm 0 fE) VENEER (E) MTL STUD TOP OF (E) 2ND FLOOR SLAB, SEE A A.1 SEE PLAN —1 SEE PLAN �d I (E) MTL. STUD TYP. TOP OF (E) 2ND FLOOR SLAB owl pl�!= (E) VENEER 8"X14GA. METAL STUDS @ 116" O.C. MASONRY BRICK TIE, TYP. SEE ARCH. (N) VENEER TYP. 3—SIDES, SEE ARCH. TOP OF (N) SIDEWALK 71 'Lij , �#6 0 12 O.C. ALONG G.R #6 0 12" O.C. ALONG G.B. REINFORCING do GROUT DRILL & EPDXY GROUT USING HILTI REINFORCING USING HILTI kHIT HY150 MAX ADHESIVE HIT HY150 MAX ADHESIVE ANCHORS OR EQ. ( "MIN ANCHORS OR EQ. (68" MIN EMBED) TYP. SECTION 4 pp -19-0" 19-0" I I I I / PREMOLDED JOINT FILLER XI -GROUT I JOINT FILLER SIDEWALK SEE I ISOLID ARCH. DWGS, IIITO FINISH SIDEWALK SEE FLOOR I I ARCH. DWGS. FIN. FLR. IP X I?(— X u q. NEW GRADE BEAM 0 0 n �O 0 't m"lilklil 1psppRZOM , n4 0 , Off LLJ z LAJ (4)® J"0 ANCHOR in a- of '17 RODS (TYP.) SEE TYPICAL ANCHOR Z 0R ROD DETAIL ON SHEET S4.0 U) W U I 4 Ij t ji4: _J 4 0 < Ld _J 4 4 LLI a I r Ld 4 X 4 4' Lal Ld Of LL_ q 4 GRADE BEAM, EXTEND UJ REINF. INTO PILE CAP HELICAL CAP REINF. EQUAL EQUAL (2) HELICAL PILES BY MFR.SEE SCHEDULE ON S3.0 FOR SEE DETAIL ON S4.0 SERVICE LOAD HELICAL CAP BY MFR, (10" $MIN.) A SECTION ­71-�--i -Opp SECTI""N U 29-0- - #4 DOWELS TO - MATCH SLAB TOP REINF. SPACING TOP OF (N) SLAB TO MATCH (E) 41. . COL. HSS6x6 - MASONRY BRICK TIES - 0 16" O.C. HORIZ. & VERT. SPACING TYP. PREMOLDED — JOINT FILLER I\ 7v _\ SIDEWALK SEE ARCH. DWGS. FIN. FLR. 'T'QT?Cl :z in 0 (4)—'34"0 ANCHOR 4 7 GRADE BEAM SEE PLAN 4 4 III 11111 COL. HSS8X8 II I 4 II 4 4 (4)—'34-0 ANCHOR °.. & q A RODS (TYP.) SEE 4. 4 TYPICAL ANCHOR 4' ROD DETAIL ON< SHEET S4°0 4 4a 6 I HELICAL CAP BY MFR. (10" $ MIN.) bA SEE SCHEDULE SECTION10 J" =1' -Opp 1-30 LACING (4—SIDES TYP.) f, _nl HQqr BY VENDER #8 20-0"x2'--4" CONIC. PIER W/(10)—#6 (V) & #4 TIES l i ill0 12- O.C. (2 @ TOP.) T/PIER = +1'-4" F ABOVE FINISH FLOOR GRO SOLID 4 . 7 SIDEWALK TO FINISH .11 4.. ISOLATION FLOOR ELEV. - JOINT FILLER SEE ARCH. DWG. T rlil F1 /PI1 JOINT X M X 4 ji T; 4 � 4 4 0 i. n Mc �'OQ M-0 _g� v li� Jig 2'-4" !i 1z' RN14 A < — n. " 4. La! 4 HELICAL CAP BY MFR. HELICAL CAP, SEE (10" $ MIN.) TYP. DETAIL ON S4.0 TYP (3) HELICAL PILES BY MFR. SEE SCHEDULE ON S3.0 FOR SERVICE LOAD SECTIONSECTION 4 6 'J"=11 —0 4 tA rq No. 47343 *s d'. smm OF GORDON R. A- PE: 0047343 EB:0007857 Expires: 2/28/13 Desi®n and oonstructionjidocufflarlb as Instruments of sarvioe are glyan In oonfldenc® and r®msin the property f Hersohman Architects. The use of this design and these constructlan documents for purposes other then the specific project named heroin is strictly prohibited without expressed written consent of Harsohman Architects, Inoorporstad, Date Issue 01/50/2012 DID/PERMIT 02/16/2012 0 ISE UM I is eft L '13 Q, 8 2, 13 :F3 'k, K, 13 0'0 En 26° 1 03-0 13 Up E O 61 O ", S 2 '3 :5 < Drawn By: TBA Project No.: 15101.00 0 0 (49 HELICAL PILES BY MFR. 1 11 (E) FTG- G.C. TO VERIFY SIZE, SEE SCHEDULE ON S3.0 FORTHICKNESS AND DEPTH SERVICE I flAn 4 RFFnRP' 1NqAI I IKM (INA rlr)l I IKAKI v (N) 8"x14GA MTL HSS6 HSS6x6 X6 STUDS 0 12" O.C. 0 L _ COL. (N) BRICK VENEER SEE ARCH, HS 4X41 HSS4x4 PREMOLDED JOINT COL. COL FILLER II SIDEWALK SEE PLAN X NEW GRADE B M NEW GRADE BEAM To TC TO MATCH (E) DEPTH MINL V Y IN FIELD VERIFY kr­ 4 4 dl r '14 4 .4, GRADE BEAM, EXTEND HELICAL CAP BY MFR. REINF. INTO PILE CAP SEE SCHEDULE (E) CONIC. HELICAL PILES BY MFR. WALL SEE SCHEDULE ON S4.0 FOR 1 SERVICE LOAD SECTION 4 "®1e-0" (E) MTL. STUD TYP. TOP OF (E) 2ND FLOOR SLAB owl pl�!= (E) VENEER 8"X14GA. METAL STUDS @ 116" O.C. MASONRY BRICK TIE, TYP. SEE ARCH. (N) VENEER TYP. 3—SIDES, SEE ARCH. TOP OF (N) SIDEWALK 71 'Lij , �#6 0 12 O.C. ALONG G.R #6 0 12" O.C. ALONG G.B. REINFORCING do GROUT DRILL & EPDXY GROUT USING HILTI REINFORCING USING HILTI kHIT HY150 MAX ADHESIVE HIT HY150 MAX ADHESIVE ANCHORS OR EQ. ( "MIN ANCHORS OR EQ. (68" MIN EMBED) TYP. SECTION 4 pp -19-0" 19-0" I I I I / PREMOLDED JOINT FILLER XI -GROUT I JOINT FILLER SIDEWALK SEE I ISOLID ARCH. DWGS, IIITO FINISH SIDEWALK SEE FLOOR I I ARCH. DWGS. FIN. FLR. IP X I?(— X u q. NEW GRADE BEAM 0 0 n �O 0 't m"lilklil 1psppRZOM , n4 0 , Off LLJ z LAJ (4)® J"0 ANCHOR in a- of '17 RODS (TYP.) SEE TYPICAL ANCHOR Z 0R ROD DETAIL ON SHEET S4.0 U) W U I 4 Ij t ji4: _J 4 0 < Ld _J 4 4 LLI a I r Ld 4 X 4 4' Lal Ld Of LL_ q 4 GRADE BEAM, EXTEND UJ REINF. INTO PILE CAP HELICAL CAP REINF. EQUAL EQUAL (2) HELICAL PILES BY MFR.SEE SCHEDULE ON S3.0 FOR SEE DETAIL ON S4.0 SERVICE LOAD HELICAL CAP BY MFR, (10" $MIN.) A SECTION ­71-�--i -Opp SECTI""N U 29-0- - #4 DOWELS TO - MATCH SLAB TOP REINF. SPACING TOP OF (N) SLAB TO MATCH (E) 41. . COL. HSS6x6 - MASONRY BRICK TIES - 0 16" O.C. HORIZ. & VERT. SPACING TYP. PREMOLDED — JOINT FILLER I\ 7v _\ SIDEWALK SEE ARCH. DWGS. FIN. FLR. 'T'QT?Cl :z in 0 (4)—'34"0 ANCHOR 4 7 GRADE BEAM SEE PLAN 4 4 III 11111 COL. HSS8X8 II I 4 II 4 4 (4)—'34-0 ANCHOR °.. & q A RODS (TYP.) SEE 4. 4 TYPICAL ANCHOR 4' ROD DETAIL ON< SHEET S4°0 4 4a 6 I HELICAL CAP BY MFR. (10" $ MIN.) bA SEE SCHEDULE SECTION10 J" =1' -Opp 1-30 LACING (4—SIDES TYP.) f, _nl HQqr BY VENDER #8 20-0"x2'--4" CONIC. PIER W/(10)—#6 (V) & #4 TIES l i ill0 12- O.C. (2 @ TOP.) T/PIER = +1'-4" F ABOVE FINISH FLOOR GRO SOLID 4 . 7 SIDEWALK TO FINISH .11 4.. ISOLATION FLOOR ELEV. - JOINT FILLER SEE ARCH. DWG. T rlil F1 /PI1 JOINT X M X 4 ji T; 4 � 4 4 0 i. n Mc �'OQ M-0 _g� v li� Jig 2'-4" !i 1z' RN14 A < — n. " 4. La! 4 HELICAL CAP BY MFR. HELICAL CAP, SEE (10" $ MIN.) TYP. DETAIL ON S4.0 TYP (3) HELICAL PILES BY MFR. SEE SCHEDULE ON S3.0 FOR SERVICE LOAD SECTIONSECTION 4 6 'J"=11 —0 4 tA rq No. 47343 *s d'. smm OF GORDON R. A- PE: 0047343 EB:0007857 Expires: 2/28/13 Desi®n and oonstructionjidocufflarlb as Instruments of sarvioe are glyan In oonfldenc® and r®msin the property f Hersohman Architects. The use of this design and these constructlan documents for purposes other then the specific project named heroin is strictly prohibited without expressed written consent of Harsohman Architects, Inoorporstad, Date Issue 01/50/2012 DID/PERMIT 02/16/2012 0 ISE UM I is eft L '13 Q, 8 2, 13 :F3 'k, K, 13 0'0 En 26° 1 03-0 13 Up E O 61 O ", S 2 '3 :5 < Drawn By: TBA Project No.: 15101.00 0 0 (49 HELICAL PILES BY MFR. 1 11 (E) FTG- G.C. TO VERIFY SIZE, SEE SCHEDULE ON S3.0 FORTHICKNESS AND DEPTH SERVICE I flAn 4 RFFnRP' 1NqAI I IKM (INA rlr)l I IKAKI I Ir I I i \,\\\®1i40tRi�tigii4fatd1lPTTYYipryYY�—`� I' eONw�` i J NO. 47343 +° SATE C ° ' ROOF gg .ti 1 -ON 40RI, 1 2 • 5.5 7 GORDON �''PA _ PE:0047343 °Y�uqOtd�lAi U. - ROOF CONSTRUCTION: 12x20GA. WIDE RIB DECK (TYPE EB: 0007857 j O-_._--- 01 ' - 6" - -- _ _._ _ --------_—_ 8 :WELDED TO SUPPORT STEEL. SEE ROOF DECK CONNECTION Expires: 2128113 I 1'_01 - -� - ------___ __ ___ _ 1 _6- SCHEDULE. DECK SHALL BE FACTORY MUTUAL APPROVED. MINIMUM Design and construotlor documents 3 -SPAN CONDITION (UNO). as Instruments of cervico are gIvon 19'-0" 32'-0>` 32'-0" 32'-0> 32'- U" 32' -0"In confidence and remain the property 32P -O" 3 2'-- 0 " 32'-0" --O 24'-0 ° 9 1 o� his a� si nn dArchitects. th etconThe t uctlon -- --- ---- - - EXISTING ROOF CONSTRUCTION. 1 " METAL DECK WELDED TO documents for purposes other then SUPPORT STEEL, the specific project named heroin Is (3.8 3.9) 404 4. 5, .1 ®2 697 m strictly prohibited without expressed written consent of Harsohmen 1 B/D = BOTTOM OF DECK ELEVATION REFERENCED FROM SLAB ON Architects. Incorporated. 26"� ®� GRADE ELEVATION OF 0'-O". I 25` I 11��`° I 1 1 ! 1 Date Issue Ir-- 5 -7- 1 - ROOF BEAM ELEVATION NOTED THUS (±) INDICATE TOP OF BEAM -- - 2®-6" 30 10�° 2" 1 °-6" 2 --6°" I/212 1 MIT ABOVE OR �3ELOW J/B ELEVATION NOTED. I I 2@� I I 11'� '® 16'm6" 11 ® ®, I I I I COORDINATE ALL OPENINGS AND EDGE CONDITIONS WITH 1 02/16/2012® Uhl I --- ARCHITECTURAL AND MECHANICAL DRAWINGS. SEE SHEET S6.0 FOR 3'-2" 15'-6" SEE SHEET S5.1 FOR TYPICAL OPENING DETAIL: - I ENLARGED STOREFRONTI ! 1 A.4� PLAN 1 SEE SHEET 51.0 51,1 FOR GENERAL NOTES. ,CqL I .__-__ - —_ I ___f .� O O. _—.. O __ .. �_ ___ . � __-_. ___._ _._._ _. _ �. � �.-._.._, -- .___. - SEE SHEET S6°0 FOR TYPICAL DETAILS, I _ O I -- --• C -X DENOTES COLUMNS. SEE SHEET S5.0 FOR SCHEDULE. 1 -- — — -14'-4 — a I - L -X DENOTES STEEL LINTELS. COORDINATE WITH STRUCTURAL AND A®3 13'-4" (E) CONC. COL. C CTURAL SECTIONS. SEE GENERAL NOTES ON SHEET 1.0 24"x24", TYP. R C. LINTELS° ill a � _ -- A. - - -- _ .___ _. (E) DENOTES EXISTING CONSTRUCTION. a "xiou GiGi ui M.-.. ., .r » uW..-.._ 'i »..» X19 ";iu i. TINwWL - L --X - .I. , t'" .�.,,.. .:° rr+l.T -__-_ - - - 1 1 2 DENOTES EXISTING JOIST TO BE REINFORCED. SEE -- - (E) W18 (E) W18 (E) W18 W16 40 W16 46 ) J(E) W24 (E) W24 �ri -I;__C, I i �—TS-9. XI TING R _ :, \` EXISTING RTU,Qiz_ A EtU LE L®C TIONS EE MARK LU SIDE E P CR RODS MECHANICAL DWGS LOCA IONS S E v; � c i Cn �- � MECHANICAL WGS I c� o o w r` 0 0 � -, � 0 �E) W18 W1 (E) W2 0 0 -_---_71 _() E) W 6 (E) W1 ,� Irr) I M J I C-1 HSS6x6x �'t1°'x12"x1'-0" Y (4) " 3z n — JO1`'� f M_ -„ JO�O co 0o `co - F I- a- I- -❑ -- ----- _ - u f I- r I- 10 1 �� 1 ��, ® it i 1� ``��_ �E) 1� - -- - --_ _ _ — _. �_ w JO - 1 1 JCI, w �i� u C -1A HSS6x6 1"x1 °'x1®-1" (4) " 1 1 ." Q, a " ®a o o � 0 0 0 0 0 o c� o F o - -� -� C-2 HSS6x6x R 1 x 10 x 1 �-1 I[ (�) w W x w W >c 1 G„ J(J�S� 00 1 . o 0 a a �Pi o o S6.0 a V - - - -- - - C-3 HSS6x6 +HSS6x4 "x14"x1'-4" (4) " a r- w w (E) J - ( ) 40 J O 40 J O 40 J w w (E) W 1 w w ( ) 40 JG — w w ( ) W21 w ( ) 40 J 40 J ti. 1 C-4 HSS6x6 +HSS6x4 x14 x1 -4 (4) 0 ____. _ C5 HSS6x6 x14 x1 -2 II j C-6 HSS4x4x "x10"x0'®10" (4) " = ' N R00 " DECK EXISTING RTU C-7 HSS6x6 "x12"x1'-2" Z (4) "O INFILL WHERE (E) RTU LOCATIONS SE I 1 w ` I BEING REMOVE RTU (�® RTU 1 ECH NICAL D GS " " " 4 fd ADHESIVE 0P° .310 . I I a{ C-8 HSS6x4x xl3 x1 -2 ` �� OP. 270. < < C_ �''�I Q 1 I I % C-9 W12x45 R.1 "x16"x1'-6" (4) ADHESIVE M 1 0 NCHQRS m m m m m m m 1 1 m I C---10 HSS6x4 '°x1 "x1'1" (4) "O J N w S� E177�1YP • _ 1 1 � LL \ JO, w' w w � w w w 1 I SEE SHEET S6.0 FOR TYPICAL COLUMN BASE PLATES. �' �� I �' SEE SHEET S4.0 FOR TYPICAL ANCHOR ROD DETAIL.Li U. 40 J O 40 J O 40 J O 40 J ' O 40 J ( ) 40 J 40 JiL _ O O O SEE SHEET S7.0 FOR MALL ENTRANCE P N do DETAILS 1 ! 4„ JOIST S E SHE S5.1I , C) m m �(�� [YP N FCR (E) OF INF LL m m m m m °� N w w ® �_ W w ni ° in j LL w V- w � I E W24 ® ° ( ) (E) 4 JG O 40 Jr,(E) W24 (E) W24 ( ) 40 J - - O 40 J O 40 J ' O 40 O � E s I o II I � � a w w I < Q < Q I W w w w w `_ M m ®® N `� m m m m m Drawn By:TBA LL w I s w W LL - — M _ w y Project No., 15101.00 rn u LJ w w e RTU _ 4` N g 0P i 2900#OP. . 2900 it (E) 4 JG 40 J ' E W24 I� ( ) 40 J ( ) 40 J O Y10 J O 40 J O O O O � � � (E> W24 O O O _.- �� -- w (E) W24 M — — - I w L'- d d w w Q <t Q a m N m m m m m I x x X- RACING SEE w LL - �� SHE S6.0 FORD AIL w i i M .. . w LLI ' tiw W C •'-' III MC x12 ON TOP OF DECK. TYP CAL AT MECH. NITS. RTU6 SEE DETAIL ON SHEF S6.0. ® OP. 1750 F - - -- (E) 4 JG O (E) 40 JG - O 40 J --- ( ) 40 J O 40 J - Li O - O O ( ) 40 J O (1E) 40 J ( ) 40 J O ( ) 40 J RTU 6 ®� - Ir OP. WT 2700 PROVIDE ANG -E FRAMING AT ;` N R00 DECK INFILL DUCTOPENING. PLACE RTU MC6 SEE TYPICAL WERE RTU IS DETAIL ON S EET S6.0. TYP. CHANNEL DIR CTLY BEING RE )OVED ,:::• AT MECH. UNITS. GENERAL ABOVE(E) JOIST - - - - - - - - - - -� CONTRACTOR TO COORDINATE GIRDER m Q EXAC DIMENSIONS & w w w < ¢ d x o m LOCA IONS 0 FRAMING WITH m m m m ® 1 w MEC ANICAL CONTRACTOR. Imo' - Y W - O < w w w RTU 9 wLL w OP. WT 1750 k w I -EXISTING RTU LOCATIONS SE MECHANICAL D GSJ 7 EXISTING T ` F 4 OP, WT 2700 LOCATIONS SEE - (E) 4 JG (E) W30 (E) 24 O 40 J (L) 40 J MECHANICAL DWGS �9 I I O O O O O O 40 J O (E) 40 JG O 40 J ------ ---- - (E WF BE O - - NEW ROOF DECK INFILL WHERE (E) TU IS 1 BEI G REM ED 1 �—---------- —� 1 w w - O 0 cc> _ o 0 Q - a 0 Al d- m N-) N w i --M M M d �N w w w Ld w w w w w p M O .f .. ® RTU 0 O OP. . 2700# w I li O III IIAll, AIL E W 24 E W18 E WF H O O ( BEM (E WF BEM (E WF BEM (E WF BEM (E WF BEM (E WF BEM ARCHITECTS ---------------- ... ,.....k`.. ._.illi l31.4k...... .., . .:.. ......»,.,x,,„II,J,xa«.., :i, iri lal9rl i'IdN.Sa.IGG. I.. 11 .,._... -,- .... ,.,e,.a.w ..4, ,,,aii..li.:. +'tlu43fli. ::.-..+.,. A. a.:,u-.,.,,. . ,.,,. :,: .._., ,..,,., ._.:_ .. ,.., ,x,«,:; u: ..0 .;u i:u �IIIId iN.,:.t7... :1 N,.,...rx,�rx..lX .:,:::::: ........ 1 .I„ ,.,.. n:l. , al II Ill ..», ,x » :� e ,. a�rls �.. wrvw.a.M _ �nln »- - ulw alp 'X: � :+ . ,�n,r,..,: �r w , rl»,: u.lalGa l.alaFa as ul:nmG! a +a;�x!:Gr IN 0 0 R P 0 R A T E D V) rn 1 O FL. LIC. AR95693 I 26001 EMERY ROAD, SUITE 400 CLEVELAND, OH 4.4.126 03 I I I I O I 1 1 1 TEL (216) 223-3200 FAX (216) 223-3210 ` - www.herschmsnrarchitects.com C iv rEM T O BAKERAssociates, Inc. EXISTING ROOF Consulting Engineers FRAMING PIAN 3030 West Streetsboro Road (330 659-6688 Ph. Richfield, Ohio 44286 (330) 659-6675 FoxS5.0 j Ai— N U )5;� -11. W8x1 8� & (LO) (MID) D)����o 0 W8x18 (MID) & (LO) A.3;7-- - E (E) W18 W 10x12 (@ R OF EQ (E) 18" JOIST re L0 0 I ,Tiwr;in"FA ............ ...... .......... .. ...... ........ 1. Ix .......... ........................... ......... .... Cq 0 .......... .. ... ........ .......... ............ ... .. ..... ............... - ............ ........... ......... ............................... .. .......... Z. ............... ............... .......... . ....... ...... ........... ... I .......... ............ ...... .. ........ ........ Y4 5 2&—Ow (5) EQUAL SPACES 29 14N11 I k X q "All NDJF-5� 1-7777= (E) BEAM TO BE REMOVED 1-1"x20GA. WIDE RIB DECK (TYPE B) WELDED ROOF CONSTRUCTION: 2 (TYP. 4 PLACES) TO SUPPORT STEEL. SEE ROOF DECK CONNECTION SCHEDULE. DECK SHALL BE FACTORY MUTUAL APPROVED. MINIMUM 3—SPAN CONDITION (UNO). — (E) J/B = ROOF JOIST BEARING ELEVATION. — ROOF BEAM ELEVATION NOTED THUS (±) INDICATE TOP OF BEAM ABOVE OR BELOW J/B ELEVATION NOTED. — PROVIDE L2-1'x2"xJ- AT ALL CHANGES IN DECK DIRECTION AND ALL 2 4 LOCATIONS WHERE DECK IS CUT ON A SKEW (UNO). — DESIGN JOIST SUBSTITUTES FOR 400 PLF (UNO). (E) BEAM TO REMAIN — SEE SHEET S1.0 & S1.1 FOR GENERAL NOTES. (TYP 4 PLACES) — SEE SHEET S6.0 FOR TYPICAL DETAILS. — C—X DENOTES COLUMN. SEE SHEET S5.0 FOR SCHEDULE. — (E) DENOTES EXISTING CONSTRUCTION. NOTES: — ALL PUDDLE WELDS TO BE 5/8"0 FUSION TYPE (UNO). — WELDS TO BE MADE FOLLOWING AWS D1.3 SPECIFICATIONS BY QUALIFIED WELDING OPERATORS. — ALL DECK END LAPS TO BE A MINIMUM OF 2". — SEE SECTIONS AND DETAILS FOR ADDITIONAL WELDS REQUIRED. — ALL SIDELAP FASTENERS TO BE FACTORY MUTUAL APPROVED. W18 U) 0 0 01 mi No. 47343 0 STATE OF .. GORDON N . PE: 0047343 EB: 0007857 Expires: 2/28/13 Design and construction documento as Instruments of service are given In confidence and remain the property of Hersohman Architects. The use of this design and these construction documents for purposes other then the specific proJ@ot named heroin Is strictly prohibited without expressed written consent of Hersohman Architects, Incorporated. Date Issue 01/50/2012 IDIT 02/16/2012 ADDENDUM I P -13 C 13 �Lla rj sal al CL 'q al -9 2- -9 os�2 41 < Drawn By: TBA Proiect No.: 15101.00 95001 EMERY ROAD, SUITE 400 11 CLEVELAND, OH 44128 TEL (216) 223-320# FAX (216) 223-32T# EXISTING ROOF FRAMING PLAN (E) ROOF DECK JOIST SPACING SEE PLAN I NEW 12 "X22GA. METAL ROOF I DECK TO MATCH (E) (FIELD VERIFY). ATTACH TO (E) SUPPORT STEEL W/12-24 TEKS SCREWS 6" 0. C. L111x1°° DIAGONAL WEB REINFORCING EA. SIDE OF I c JOIST 0 BOTH D & �2 Ss .O REINFORCE DIAGONAL WEB — -- ON RTU SIDE OF JOIST CLIP L2x2x16GA. x 0'-4" LG. (2) AT EA. CORNER, (6) TOTAL, W/(2) #10-16 TEKS EA. LEG MECH. UNIT CURB SEE MECH. DWGS. CLIP L2x2x16GA. x 0'-4" LG. (2) AT EA. CORNER, (6) TOTAL, W/(2) #10-16 TEKS TO CURB CONCENTRATED LOAD & (2) 12®-24 TEKS TO MC6 CHANNEL TO TOP CHORD L REINFORCEMENT —EXIST. METAL. DECKREQ°D WHEN GREATER_H L1 �x1 x16 T THAN 6" -- � EACH SIDE MC6, EACH END \ \ OF RTU CURB \ \\ SEE PLAN L1 ax1 2x16 EACH SIDE %J ITlll A 1, {41 a 3 z d DETAIL .. ......... .. .. ...... . .. M1,..:_. ... ., , _ ..., ... __ ._ . _ �. 3 � RTU, SEE PLAN FOR LOCATION ®� REINFORCE JOIST SEAT, SEE DETAIL 0 (4)-1 "0 1 FOR0 Al RODS (E) ROOF OPG., /TO BE CAPPED JL � �TYE' �. — -- -.— JL EXIST. FRAMING @ ROOF OPENING. (FIELD VERIFY) CONTRACTOR TO FIELD VERIFY SIZES, QUANTITIES AND LOCATIONS OF ROOF OPENINGS TO BE CAPPED. TYPICAL TO BE CAPPED L111x1°° DIAGONAL WEB REINFORCING EA. SIDE OF I c JOIST 0 BOTH D & �2 Ss .O REINFORCE DIAGONAL WEB — -- ON RTU SIDE OF JOIST CLIP L2x2x16GA. x 0'-4" LG. (2) AT EA. CORNER, (6) TOTAL, W/(2) #10-16 TEKS EA. LEG MECH. UNIT CURB SEE MECH. DWGS. CLIP L2x2x16GA. x 0'-4" LG. (2) AT EA. CORNER, (6) TOTAL, W/(2) #10-16 TEKS TO CURB CONCENTRATED LOAD & (2) 12®-24 TEKS TO MC6 CHANNEL TO TOP CHORD L REINFORCEMENT —EXIST. METAL. DECKREQ°D WHEN GREATER_H L1 �x1 x16 T THAN 6" -- � EACH SIDE MC6, EACH END \ \ OF RTU CURB \ \\ SEE PLAN L1 ax1 2x16 EACH SIDE %J ITlll A 1, {41 a 3 z d DETAIL .. ......... .. .. ...... . .. M1,..:_. ... ., , _ ..., ... __ ._ . _ �. 3 � RTU, SEE PLAN FOR LOCATION ®� REINFORCE JOIST SEAT, SEE DETAIL 0 (4)-1 "0 1 FOR0 Al RODS (4)-1 1 "0 HOLES 11 Ci 6 3/ 161 � �TYE' �. — -- -.— —� w HORIZONTAL LEG 106 HSS6x4 6/16 TO FITF T BETWEEN ��.� — — — — — — DECK FLUTES. RODS I C — - DIAGONAL WEB REINF. CLIP ANGLE I I w I SEE JOIST PROFILE L6x4xO'-B"LG. LLV I I PROVIDE 8" CONT. WELD EA. END I + + I BOTTOM CHORD REINF. W/HORIZ LEG CUT I I��-- EXISTING TYPO 3/16 106 SEE JOIST PROFILE OFF AT EA. END JOIST DETAILADETAIL 0 � E3 "=1 '-O" - 3/4"®1,-0" - (4)-1 1 "0 HOLES EQ. EQ. u- V. ��a. —� FOR 40 ANCHOR HSS6x4 6/16 TRACK EQUAL POST & BEAM RODS ( — TO STUD SIZE OF EQUAL WIDTH I SHOP INSTALLED I I I + + I AND GAGE 1 ERECTION SEAT (3) 12-24 0 � 9" MIN (ALTERNATE TEKS-5 SD — LOCATION) SCREWS (E) 2nd FLOOR I HSS6x6 � BEAM fi (4)®1 -"0 HOLES FLP NG�E 6116 C1Ox15.3 F2-1,6" I FOR O ANCHOR 6" 2" PROPRIETARY SCR S BY RODS 1" Typ- SECTION I (6) X12 TEKS SHOP INSTALLED ERECTION SEAT—// I I 1 I DIETRICH 3/4"®1 '-O" - 11PE III (ANGLE REMOVED TO WEE IV: TYPICAL : SEE PLAN (E) JOIST 4 IF POST 1S 2 rr WIDER THAN BEAM TRACK EQUAL POST & BEAM I I ( — TO STUD SIZE OF EQUAL WIDTH I SHOP INSTALLED I I I + + I AND GAGE ERECTION SEAT (3) 12-24 (ALTERNATE TEKS-5 SD — LOCATION) SCREWS I ` I PROPRIETARY SCR S BY 1 I I (6) X12 TEKS SHOP INSTALLED ERECTION SEAT—// I I I DIETRICH (ANGLE REMOVED TO COMPLETE FIELD WELDING) IF FastCllp IS LOCATED AT ALL TUBE TO TUBE CONNECTIONS STANDARD WEB OPENING IN TO BE WELDED ALL AROUND, UNO METAL STUD 5-1/2"' FastClig SLIDE MPS TUBE TO TUBE CONNECTION TYPICALTYPICAL lDETAILS E� tCll Y DI RICH INDU T IE w INC. REINFORCE EXISTING SEAT W/ l- N.S. & F.S. (N) L1x1 CUT PLATE TO FIT DIAGONAL WEB REINF. DETAILcc N.T.S. MITRE CUT REINF. -- ANGLE REINFORCING AS REQ°D. FIT SNUG AGAINST ROD REINF. rMAXTLABEDILTI HIVE AIEMBE32" C 1 CIA =Ih]1 (E) WEE3 ROD DETAIL JIM - o Project No.: 15101.00 13 0 0 0 II �I -LLI.-- --� HMO 9� 0 lL) IVIC IML JI UU3 riR 16" . .P (4)—#10®16 TEK SCREWS" TYP, ISS 1 Dx4- SECTION f'� � � II. _l/ (SEE ARCM,) 10®-16 TEKS EA. CORNER (4 TOTAL) 0 12°" O.C. —---- —.—,-- ---- — - - -- -- L.._----- - --.. CAP m; EPT-1 0 d ry � } �4 ATTACH JAMB B STRUCTUREEXISTING ABOVE VERT. SLIDE 6 . • GA. METAL STUDS 6"xl6GA. TRACKS BOX BEAM. SEE TYP, DETAIL O,, THIS SHEET 12GA. CLIP ANGLE OP & BUT. d r JAMB r 1 err STUDS n. M , BEAM D-1 EL EL. ARCH. i 6"X16 DEEP LEC TRACK H551Dx6 -PROVIDE (4) 12-14 SCR S EA FLNCE TO DCX BEAM W --PROVIDE (4-) 12-24� TEKS ,SCREWS TO HSS _ COL. . — ALL TUBE TO TUBE CONNECTIONS TO BE WELDED ALL AROUND. ,TYPICAL R rx''aII TO COLUMN TCB 9 IF POST IS > 7-0 7— WIDER THAN BEAM I I I POST & DM SHOP INSTALLED WIT OF EQUAL DH ERECTION SEAT — — — ——� (ALTERNATE LOCATION) 26001 MR R °' ! 3 1 ., _ 4) 0 CLEVELAND, OH 4. TEL *' 2 2 3 - 3 2 • FAX 6 * s I �v s, kgw E fl 04 E r= c^I O N a 2 d 6 I n V) fT Q 00 U) M O P N ai O 3 0 e- 1'-299 SECTION 3 �"=1 °-0" STEEL BEAM W10 W24 W/C15 BEYOND 3 VARIES - CONT. /_3x3x� ,s- 6"x16GA. METAL 6"xl6GA BUILT UP BOX BEAM 6"xl8GA. METAL STUD 0 " O.C.MAX. E ' , HSS COL. /-3x3x l LACING BACKSIDE OF TUBES ALL 4 SIDES (TYP.) FIN. FLR. EL.= l +09—„19 I SEE SECT. 3 • ADDITIONAL INFO. B -.' t ” t� COL. HSS6x6 — HSS6x6xt 0� COORD> ELEV. W/SIGN MANUF° K J W 0 J z ¢ 0 Cr Z C9 x-26'-34" SECT10"A L " LG. PLATEWELDED TO BEAM.P NOTCH PLATE Oi i7EEL RRA 1, STEEL D WELD11 "LATE AT 3 -- i STEEL TUBE. - SEAL ENDS OF TUBE 1 -M WITH WELD MATERIAL. 1 A ROD 1, v*_LATE AT EACH END. to PLATEA PELDED TO BEAM. ITCH PLATE IFEEL ?.OD. 0,* C� ? f , i Y 1 SEE ARCH - - Ng a '"rao METALSTUDS 0 ." OR (E) STUDS SEE PLAN MAIN BUILDING LINE y C SEE PLAN HSS COL. HSS COL. II N" .......�... T A 'V 3-12 W16 (LINT 2'-04" SECTION t 4 +20'-0" —COL. HSS6x6 FIN. FLR. EL.= —+0'-0" I o i�: No. 47.343 o ° s -TATE OF GORDON R.la�/K_ P0 A PE: 0047343 rir N EE: 0007857 Expires: 2/28/13 Design and construotion, documents I' as Instruments of service are given In confidence and remain the property of Horsohman Architects. The oars of this design and these comstructiaua documents for purposes other thous the specific project named heroin Is strictly prohibited without expreasad written consent of Herschmaa n Architects, Incorporated. Date Issue 01/50/2012 I® MIT J /16/2012 ADDENDUM I � I t� 'I 1 I � J i. i1 � I ,I; HSS6x4 (2) VERT ED "0 W FRT PLYWOOD HOLES 2 (L> HAT CHANNEL BRIDGING THRU BOLTS (HAND I)I I MIDSPAN — TYP. TIGHTEN NUTS ONLY I I BURR THREADS) 1/q. 3 x18GA. METAL HSS6x4 COL 1" It STUDS 0 16" O.C. � COLUMN `p'ro CONT. 16GA. TRACKSECTION 7A (4)®10 SCREWS 4"®1®- ®09 TYP. 4" CMU VENNEER " SEE ARCH. B/LINTEL +11'-4" \—BOT. R sx" (GALV.) 1 HSS6x4 SEE TYPICAL WF TO JOIST CONNECTION DETAIL STD. AISC JL SHEAR CONNECTION PERPENDICULAR -jQ JOISIS 1 ,TYPICAL INTERMEDIATE COLUMN ATTACHMENT DETAJ...! CONT. L3x2jxj(LLH) (E) METAL DECK lL-J VV I U (E) JOISTJ OR W16 SECTION SECTION (E)r,%VV kkin ) UR—L— MIAUL—L— CONNECTION L4x3x 5 16 F. lop (N) METAL DECK 5 J" SLIDE CLIP TYPO EASTUD SECTION SECTION (E)r,%VV kkin ) UR—L— MIAUL—L— CONNECTION L4x3x 5 16 F. lop (E) 10" J01' S E L 10 Nl---14ft� (E) WF GIRDER /-4x4xj W/VERT. SLOTTED HOLES N.S., F.S. W/(2) I" HILTI HCA COIL ANCHORS (2j" EMBED.) & (3) J"O R. PROVIDE HORIZ. SLOTS IN WF BEAM WEB (N) W18 BEAMIII '---j q,EE PLAN T CAP -'3"x6"x0'-9" 4 LIM (N) HSS8x4 COLUMN SEE PLAN T/STU D SEE ARCH. CONT. 18GA TRACK DA9 NEW PE OPING (E) CONCRETE COLUMN T/STUD SEE ARCH. CONT. 18GA TRACK .�^ ..,.,\y�`\�``\\\\\\t1�1116t�tr9n�rnrt111JFJlP/!/ ,\GENff No. 47343 rr 0 STATE OF4tJ ORIV�"" 5/Xt GORDON R. i�l ON k PE: 0047343 "lllnlllflqt EB: 0007857 Expires: 2/28/13 Design and oonstruction documents as Instruments of service are given In confidence and remain the property of Harsohman Architects. The use of this design and these construction documents for purposes other than the specific project named harain Is strictly prohibited without expr@ssed written consent of Harachman Arohiteots, Incorporated. Date FIS sue 01/50/2012 IIS ALIT 02/16/2012 AVVUM I jq 3 3 oa Q 1_3 EL -0 0) i3 CL n- 12 -fi 13 Drawn By: TBA FL, Ll . AR95693 rf `t4 LU z LU ti z O.J LL _ 2n, LU 00% WWW R Z LL CD 7.Mr ii :2 z LU %. CO) CO) -W V) FL, Ll . AR95693 ( -C OH - M N 5 r6 DUCT DOHN THROUGHin FLOOR FIELD. VERIFY 0 F -Yr. AT LOCATION AND 7 Ducr DROPn22 DUGT SIZE IN FIELD. 15 8 9 ATA-� .3 EF 2 GOOPD'w\-FE LO( ATION5 J 3 G-2, 24x12 DISPLA 5 7 HITH ARCHITECT TO - Ell 2 ---il J Dlll.-41LAY MAINTAIN ADA DUGT DROP 22 1� 1= F GLEARANGE5. r DUCT DROP 2 ------ ------------- M�Tn=; I A.1 12xI2 12XI12 — ► �ll I I 5R -I, I 2xv 350 CFM 11 G-2, I.2xl2 DUCT DROP 22 GOLF'OGII xr 'T Trr L 2 24 T S 185 A rp-v, 12xI2 DUGT --/ 24 27 T 9 16 6-2,12A2 ON HALL 16 6-2,12A2 ON HALL J L - - -1 18 6-2,12A2 TYP. 19 3 4 A 13 E30TTOIII OF 15 ATD-6, I2xI2 DUCT FTNC'� GIENTER -I DUCT lb' -O" A.F.F. IG -2, 12x12 ON HALL -1 F- 16 6-2,12A2 ON NAL C TYP. T7--.71FGD-4, - 11 2x 11 5200 GFM TEAM SPORTS To RTU/3 25 n25 H "S (1 G 11 U-4 TO TO RTUA GO -4, 8 4WO GRIT ON 0F ON ROOF BOTTOM OF 7 ROOF OLINO I t.5 7 R 13 TOM GOC LINO- DUGT 141-111 A.F.F. ----- J— RTU ON ROOF IOXIO 3 13 TON COOLING L 011 0 C) MVP 10I1 0 0 TYR i A TYP. TYP. DUCT PPHN THROUGH1 9 FLOOR FIELD. VERIFY rYP. EXACT LOGATION AND DUGT 51ZE IN FIELD.LIGHT Cl COORDINATE LOCATIONS TYR F) MAINTAIN ADA HITH ARCHITECT TO GLEARANGE5. TL Uri IT TO RTU/5 GD -4, 6000 GFM 8 10 RTU C, -2,14x&. INSTALL IN HALL OF A 7 5 ON ROOF MALL ENTERANGE FEATURE, 15 TOM GO LING ABOVE SENSORMATIG CONTROLLERS. 0 C X TYP. L - - - CHECKOUT Tal T) FII [I'. 71"llk"ll L F cv 11 9 TYP: 0 V9 10 8 TO RTU/ b 7 RTU GP -4, - ON ROOF 11 5200 GFM 15 'TON COOLING C, j C-) 4&x36 DUGS Dom T FLOOR. FIELD VERIFY EMGT LOGATION AND DUGT SIZE IN FIELD. F0 r- N- 7 x Z-- \1 1,3 Iz- x -J FED) 0 BIKES ADT 30 FP FD --J 14xI2 , -A. DUGT DONN THROUGH IOXIO ---- WXT4 x ��6-2, 3OxIO ---/ �AIN STOIC 5R-I,24xb3 5 -1, 24xb 500 GFM 5( 10 GFM f'LE' AT fx 0i kR x ELElC,,-ITfllGAL 110 C I'd / �, l I �_1 �J�J Z - MIA INTA IN --J 15 23 r ATO -1, EX15TINO G-2, 24x12 SYSTEMS. 27 50ALE 5/52" ® I'-0" TO RTU/4 11 GO -4, 6000 GFM RTU ON ROOF A10 r7n 1--,l 15 TON COOLING I II P. FIT. WiL HUNTING I F C-) ON ROOF A 10 I 00) P'V Cl -1 GD -4, r TYP. ' III 32 LANDLORD AREA I 41000 ur"I Gri-I 11 53 -43T--,, Pam, 7 RTU ON ROOF FOOTWEAR 10 TON COOLING REFER TO I DRANING HLI F0 GONTINUATION. R 111flIT FIR 0 10 - LANDLORD AREA 2 10 11 8 1 A5200 GFM 7 RTU) ON Poor- T-- tLTU ON ROOF l 10 13 TON COOLING �l 1.5 TON COOLING E* WGRI( R()C)N� 48x3b DUGT5 DONN MOUNT ON HALL NEXT THROUGH FLOOR, FIELD II 1 9 TO ROOM LIGHT SWITCH. _71f IUB) VERIFY EXACT LOCATION COORDINATE HITH q� 'T SIZE IN FIELD. AND DUY, TYP. DRAWING EI.O. K I COORDINATE WITH V- -IN K --N rl-, ARCHITECT. TYPIGAL. bxb ZL— Fll (15) ATU-3, 200 GFM C7 -I, 2 bxb Q 6-2,12A2 ON HALL 45 25 S 00 GFM .&„' TO RTU/ 21 G-2, 12x12 IN CEILING bll(p200 GFM LLIL7 RTU J lyl 11Y LANE ON ROOF PR 20X14 FOO WEAR STOCK I-bxb 0 Ai /[)A,rA I lbxIO' A" 20x1 6-2, IbxI2Ve 5R-1, 6xb 100 GFM -- --- ------- - ------- HVAQ CODED NOTES: 0 I. DASHED LINE INDICATES I" AGOU5TIG LINING FOR SUPPLY AND RETURN AIR DUCTMORK. DUGT DIMEN51ON5 ARE EXTERIOR AND INCLUDE LINING. TYPIGAL. 2. REFER TO OFFICE HVAG FLOOR PLAN FOR GONTINUATION. 5. PROVIDE 2" TRIM FLANGE AROUND FULL PERIMETER OF EXPOSED DUGT PENETRATION ON DOTH 51DE5 OF HALL PENETRATIONS. CAULK FULL PERIMETER OF MM FLANGES AIR TIGHT. TYPICAL. TRIM FLANGE NOT REWIRED IN LOCATIONS NOT V15113LE AND ON 51DE OF HALL HHERE A SUPPLY REGISTER 15 INSTALLED. 4. ALL DUCT YORK ON 5ALL-5 FLOOR SHALL BE DESIGNED AND INSTALLED INSIDE J015T NEBBINGS TO MAINTAIN MAXIMUM GLEARANGE. IF TH1515 NOT ACHIEVABLE THEN ALL DUCT NORK SHALL BE DESIGNED AND INSTALLED TIGHT To THE STRUCTURE ABOVE TO MAINTAIN MAXIMUM GLEARANGE. DUGT PENETRATIONS OF HALL5 SHALL NOT BE INSTALLED 13ELOH THE PAINT BREAK LINE. IF THE GONTRAGTOR 15 IN DOUBT, SUBMIT AN RFI TO THE ARGHITE( T OF RECORD FOR CLARIFICATION. COORDINATE DUGT LAYOUT HITH ALL OTHER TRADES. TYPICAL. 5. ALL DUCT NORK ON STOCK ROOM FLOOR 5HALL BE DE516NED AND INSTALLED INSIDE JOIST HEEBING TO MAINTAIN MAXIMUM CLEARANCE. IF TH1515 NOT AGHIEABLE THEN ALL DUCT NORK SHALL BE DESIGNED AND INSTALLED TIGHT TO THE STRUCTURE ABOVE TO MAINTAIN MAXIMUM CLEARANCE. COORDINATE DUCT LAYOUT HITH ALL OTHER 5TOGKROOM FIXTURIN6, TYPICAL 6. CONNECT SUPPLY AIR BRANCH DUCT TO SUPPLY DUGT EXTENSION BETHEEN ROOFTOP UNIT AND DRUM LOUVER PLENUM PIFFU5ER (l)LPD). EXTEND BRANCH DUGTHORK AS INDICATED. -1. CONTRACTOR SHALL GOW IRM EXACT LOGATION OF ROOFTOP UNIT ON ROOF WITH 5TRUOTURAL ENGINEER. SECURE ROOF GURD TO ROOF 5TRUGTURE AND FASTEN UNIT TCS ROOF GURB. SHIM GURD AS REGUIRED 50 UNIT 5ET5 DEAD LEVEL. PROVIDE GUR13 GOMPAT113LE WITH ROOFING SYSTEM. INSTALL 5UPPLEMENTAL SUPPORT STEEL A5 REGUIRED TO FRAME OPENIN65 AS DIRECTED BY 5TRUGTURAL ENGINEER. GUT OPENINGS THROUGH ROOF FOR DUGT CONNECTIONS. PROVIDE FLEXIBLE CONNECTIONS AT UNIT 5UPPLY AND RETURN GONNEGTION5. OFFSET AND TRANSITION SUPPLY AND RETURN DUGTHORK AS REWIRED TO AVOID 5TRUGTURE. PROVIDE MITERED ELB0Y16 WITH TURNING VANES AT BOTTOM OF SUPPLY AND RETURN DUCT VROP5 (EXGEPT WHERE GONNEGTI % TO DRUM LOUVER PLENUM I)IFFU5ER). �. INSTALL CONDENSATE DRAIN WITH DEEP SEAL TRAP AND CLEANOUT AND TERMINATE A5 INDICATED ON DRANIN-5 H3.0. q. INSTALL RETURN AIR DUCT UP WITH-IN,1015T SPACE. REMOVE %' BRACING AND WN51-ALL IN ADJACENT JOIST BAYS AS DIREGTED BY 5TRUrTURAL ENGINEER TYPICAL. 10.SMOKE DETECTOR SHALL BE FIELD INSTALLED AND LOGATED IN THE SUPPLY AND RETURN AAIR VUGT5 TO SHUT DONN ROOFTOP UNIT UPON ALARM. SMOKE DETECTOR AND REMOTE INPIGATOR ALARM AND KEY TE5T 5NITGH!5TATION To BE FURNISHED BY ELEGTRIGAL CONTRACTOR, MEGNAMICAL CONTRAGTOR SHALL INSTALL AND HIRE 5MOKE DETEGTOR TO ROOFTOP UNIT. REMOTE INDIGATOR ALARM AND KEY TEST 5HITGH STATION SHALL BE INSTALLED AND HIRED BY ELECTRICAL GONTRAGTOR. SMOKE DETECTOR SHALL 13E HIRED To THE FIRE ALARM 5Y5TEM BY THE ELECTRICAL GONTRAGTOR PER 51TE-5PECIFIC GORE I 11. GONNEGT SUPPLY AIR DUCT TO ROOFTOP UNIT AND To DRUM LOUVER PLENUM l)IFFU5ER (DLPI)). BOTTOM OF DRUM LOUVER PLENUM DIFFU5ER SHALL BE INSTALLED AT 16-0". REFER TO DETAILS ON WANING 1.12.1. 12. INSTALL EXHAUST FAN PER DETAIL 4, DH6 H2.2. 13. CONTRACTOR SHALL MODIFY EXISTING PUCTHORK SERVING LONER LEVEL. REMOVE EXISTING DUCT DROPS GOING THROUGH DIGK'5 SPORTING GOOD 5ALE5 FLOOR AND RELOCATE TO NEH LOCATIONS AS INDICATED. COORDINATE NEA LOCATIONS HITH ALL DISCIPLINES AND REHORK OTHER 5Y5TEM5 AS REQUIRED. GONTRACTORWALL EXTEND NEA DUGTHORK FROM ROOFTOP UNIT PENETRATION5 THROUGH ROOF TO NEH DUGT DROP LOCATIONS. ALL 9UCTNORK ON DIGK5 5PORTIN6 GOODS SALES FLOOR SHALL BE MOUNTED AS H1644 AS P055113LE UP HITH-IN "5T 5PAGE. GONTRAGTOR SHALL INSTALL DUCT DROPS THROUGH FLOOR AND THEN RECONNECT To LONER LEVEL AIR DISTRIBUTION 5Y5TEM. GONTRAGTOR SHALL FIELD COORDINATE EX15riN6 DUCTHORK 51ZE5 AND LOGATION5 OF MEN DROPS AND ALL A550GIATEP 5Y5TEM5 AFFECTED BY TH15 LOCATION AND HORK. 14. MAINTAIN EX15TINC7 MEGHANIGAL 5Y5TEM5 5ERVIN6 ELEVATOR EGUIPMENT ROOM. FIELD COORDINATE EXACT GONVITION5 AND REGUIREMENT5 FOR INTERLOCKING INTO DICKS SPORTING GOODS 5Y5TEM5.. 15. AIR TRANSFER DUGT 5EE DETAIL 2 ON DRANINO H2.2. Ib. MOUNT BOTTOM OF AIR TRANSFER GRILLE ON SALES FLOOR AT b" ABOVE PAINT BREAK LIKE. MOUNT BOTTOM OF AIR TRANSFER 6RILI F IN DISPLAY ROOM AT 6" ABOVE FIN15HED FLOOR. GENERAL GONTRAGTOR TO PROVIDE ALL LINTELS AS REGUIRED BY STRUCTURAL ENGINEER FOR AIR TRANSFER DUCT IN PILASTERS. GOORDIRATE LOCATION OF GRILLE HITH PILASTER, HALL DEGAI-5 AND INTERIOR ELEVATIONS ON ARCHITECTURAL DRANIN65, 11. MOUNT BOTTOM OF AIR TRANSFER DUGT b" ABOVE PAINT BREAK LINE. Ib. MOUNT BOTTOM OF EXHAUST GRILLE ON 5ALE5 FLOOR AT V ABOVE PAINT BREAK LINE. GENERAL CONTRACTOR TO PROVIDE ALL LINTEI-5 AS REQUIRED BY 5TRUGTUR7AL ENGINEER FOR EXHAUST DUGTHORK IN PILASTERS. COORDINATE LOGATION OF GRILLE HITH PILASTER, HALL DEGAI-5 AND INTERIOR ELEVATIONS ON ARCHITECTURAL PRAHING5. Iq. DUGT PENETRATION SHALL BE ABOVE PAINT BREAK LINE. 20. INSTALL EXHAUST FAN PER DETAIL 1, PHO H21 21. MOUNT AIR TRANSFER DUGT A5 HIGH AS POSSIBLE ADOVE FINISHED FLOOR. 22. IN5ULATE PUGTHoRK (EXHAUST AND TRAN5FM LOGATED HITHIN PILASTERS HITH 3" (R -b) DUGTHRAP INSULATION. 23. MOUNT BOTTOM OF AIR TRANSFER DUGT 12" ABOVE DOOR. 24. THERM05TAT FLRK15HED BY MEGHANIGAL GONTRAGTOR. ELECTRICAL CONTRACTOR SHALL INSTALL AND HIRE. REFER TO ELEGTRIGAL ORMINC75 FOR MOUNTING HEIGHTS. 25. TEMPERATURE 5EN50R AND GARE30N DIOXIDE 5EN50R. ELEGTRIGAL GONTRAGTOR SHALL INSTALL AND HIRE. REFER TO ELEGTRIGAL DRANIN65 FOR MOUNTING HEIGHTS. 26. GLOBAL HUMIDITY SEN50R AND INDOOR TEMPERATURE SENSOR ELECTRICAL CONTRACTOR 5HALL INSTALL AND HIRE. REFER TO ELEGTRIGAL PRANINC-6 FOR MOUNTING HEIGHTS. 21. NoVAR TEMPERATURE SENSOR ELECTRICAL GONTRAGTOR 5HALL INSTALL AND HIRE. REFER TO ELEGTRIGAL PRMIN65 FOR MOUNTING HEIGHTS. 26. HUMIDITY 5EN5oR INSTALLED NEXT To TEMPERATURE SENSOR ELEGTRIGAL GONTRAGTOR SHALL INSTALL AND HIRE. REFER TO El EGTRIGAL PRANINGS FOR MOUNTING HEIGHTS. 2q. ONE (1) HOUR TIMER HALL 5HI-FGH FOR EXHAUST FAN. FURN15HED BY MEGHANIGAL GONTRAGTOR. El ECTRIGAL CONTRACTOR SHALL INSTALL AND HIRE. 30. 16NI2" AIR TRANSFER DUGT BETHEEN UPPER LEVEL AND LONER LEVEL. EXTEND DUGT 12" BELOW LONER LEVEL CEILING 5PAGE AND PROVIDE BELLMOUTH HITH I" MESH 5GREEN. E)(TENI? DUGT 14'-0" ABOVE UPPER LEVEL FINISHED FLOOR AND TERMINATE HITH 51PE MOUNTED 30NI0" RETURN GRILLE 31. GONTRAGTOR To MODIFY EXISTING AIR D151"RIBUTION IN LANDLORD AREA I AND LANDLORD AREA 2 AS REOUIRED FOR MEN DEMISING HALL, PARTITION, AND CEILING LAYOUT. REMOVE THE EXISTING AIR 015TRIBUTION 5Y5TEM5 LOCATED HITH-IN THE DIGKS SPORTING G-OOD5 SPACE AND MODIFY THE EXISTING AIR DISTRIBUTION IN LANDLORD AREAS I AND 2 AS A REGJJIRED 50 THAT ONE OF THE EXISTING Roor-Top umn SERVES BOTH LANDLORD AREAS. ar[ i— Design and construction documents as Instruments of service are given In confidence and remain the property of Henchman Architects. The use of this daslgn and these construction documents for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 01/:-30/2012 BILWERMIT 02/16/2012 APPENDUM I /\1 05/22/2012 REVI5ION 2 A /2\ 04/02/2012 REVISION 3 04/25/2012 REV 15ION 4 A IDrawn By: mid Project No,: 15101.00 1 I HN.A.C. FLOOR PLAN SCALE E F–WJ UNIT NO.1 LOGATION RTU -1 OPEN 5ALE5 ROOF MAX. GFM O.A. SEE 1�10TE � E > FAN RPM RTU -2 OPEN 5ALE5 ROOF MOGP RTU --3 OPEN 5ALE5 ROOF GFM GAME RTU -4 OPEN SALES ROOF 40.0 3 RTU -5 OPEN 5ALE5 ROOF 5,200 RTU -6 OPEN SALES ROOF 44.0 50.0 RTU --1 OPEN 5ALE-5 ROOF 1,300 x',000 RTU -6 OPEN SALES ROOF 35.0 40.0 RTU -q OFFICE ROOF 1,000 5,200 RTU -10 STOCK ROOM ROOF 5ERVE5 UNIT POWER MAX. GFM O.A. SEE 1�10TE � E > FAN RPM FLA MGA MOGP PHA5E VOLT5 GFM GAME 32.6 5 40.0 3 460 1,000 5,200 SAME 43.3 44.0 50.0 3 460 1,300 x',000 SAME 32.6 35.0 40.0 3 460 1,000 5,200 SAME 36.6 3g.0 45.0 3 460 1,000 6,000 SAME 36.6 3q.0 45.0 3 460 1,000 6,000" SAME 24.1 21.0 30.0 3 460 100 4,000 SAME 32.6 35.0 40.0 3 460 1,000 5,200 SAME 32.6 35.0 40.0 3 460 1,000 5,200 SAME 1g.5 22.0 25.0 3 460 250 3,000 SAME 32.6 35.0 40.0 3 460 550 4,600 0.1B1 60/6-1 131,200 160,000 15.0 TOTAL &,boo 6-7.1 SUPPLY FAN HP MOTOR PPM FAN RPM EXT. 5P (IN W( ) 3.0 1-150 155 0.65 5.0 1150 bc1 o 0.65 3.0 1150 155 0.65 3.0 1150 600 0.65 3.0 1150 boo 0065 3.0 1150 q12 0.65 3.0 1150 155 0.65 3.0 1150 155 0.65 2,0 1150 g5q 0.qo 3.0 1150 8110 1.0 ROOFTOP IT SCHEDULE EXHAUST FAN GOOLING «IL 6A5 FIRED HEATING SEGTION UNIT I) I MENS I ON5 UNIT WE I r HT DESIGN EQUIPMENT (LENNOX) REMARKS HP EXT. 5P (IN WG) EAT (DW SENS. GLC (13TUH) TOT. GL6, ( �TUH) NOMINAL TONS EER/SEER FAT DEG F LAT DEG F INPUT ( MBH) OUTPUT (M13H) EFF GA5 PRE55. (I N WG) 2 @ 1/3 0. 1 °' 50/61 1 1 1 ,100 15% boo 13.0 12.0/--- 65.5 6q . 4 16q 135 bo% -1 I O1Xg 1 2100 LGH -156-H4 1 THRU 16 2 @ 1/3 0.111 80/61 152,300 165,100 11.5 12.0/---- 65.1 63.5 16g 135 60% '7 133Xg1 3000 LGH -21O -H4 1 THRU 1q 2 @ 1/3 0.111 60/61 111,-700 13Gi,600 13.0 12.0/--- 65.5 &q.4 16q 135 60 -7 1O1Xg1 2100 LW -156-H4 1 THRU 18 2 ® 1/3 0.I" 60/6-7 131,200 160,000 15.0 12.0/--- 65.3 61.I 16q 135 6O% 1 133Xg1 2g00 LGH --160--H4 1 T1IRU 1q 2 @ 1/3 0.1B1 60/6-1 131,200 160,000 15.0 12.0/--- 65.3 6-7.1 lbg 135 DO% 1 133Xg1 2gOO L6H-160-H4 I THRU 16 1 @ 1/3 0.1" 60/67 66, -too 111,100 10.0 12.0/--- 66.1 g0.0 130 104 6O% 1 101X60 1-750 L6H-120-H4 1 THRU 16 2 @ 1/3 0.111 60/6-1 111,-700 13q,600 13.0 12.0/--- 65.5 6q.4 16q 135 b0% 1 10-IXg1 2-700 L6H-156-1-14 1 THRU I6 2 ® 1/3 0.1" 60/6-7 111,-700 13q,600 13.0 12.0/--- 65.5 6q.4 16q 135 60% -7 IO1Xg1 2-100 LGH -156-H4 1 THRU lg I @ 1/3 0.3511 -75/63 16,-700 63,-100 -7.5 12.5/--- 6q.2 101.1 130 104 60% 1 101X60 1-150 L6H-Oq2-H4 1 THRU 12, 14, 15, 16, 11, 16, lq 2 @ 1/3 0.1" -75/63 101,-700 126,600 13.0 12.0/--- 66.4 q2.4 16q 135 bo% 1 101Xg1 2-100 L6H-156-H4 1 THRU 12, 14, 15, 16, 11, 16 PROVIDE BELT DRIVE WITH ADJUSTABLE MOTOR PULLEY. 2. FAN GONTROLLED BY ENERGY MANAGEMENT SYSTEM. TOTAL 131.0 Total: 60 73 1, FAN CONTROLLED BY HALL 5WITG1-1 WITH 1 HOUR TIMEiR. 11. PROVIDE FLEXIBLE OUTLET DUGT CONNECTION, PLASTIC 0.16 3. FAN CONTROLLED 13Y REVERSE AGTIN6 THERMOSTAT. 1 WALL 5WITGH FURNISHED BY MG. HALL 5HITGH REMARKS: 1. ALL ROOFTOP UNITS TO 13E MANUFACTURED BY VENDOR #12. 6. GEE DETAILS, SHEET H2.1. q. FACTORY INSTALLED DISGONNEGT 5HITGH (FIELD WIRED). 2. CAPACITY RATIN6 BASED ON 115 DEGREE F AMBIENT I. FAGTORY INSTALLED GEAR DRIVEN ECONOMIZER WITH POWER 10. PROVIDE EQUIPMENT OPERATION GHEGK (EOG). SERVES TEMPERATURE. EXHAUST AND WITH LOO AMPIENT CONTROL. PROVIDE VOLTS TYPE GFM FAGTORY INSTALLED POWER EXHAUST FOR 1.5 TONS AND 11. PROVIDE VENDOR #16 CONTROL PANEL FOR REMOTE ACCE55 3. SMOKE DETEGTOR FURNISHED BY ELEGTRIGAL CONTRACTOR, OVER. FURNI5H FIELD INSTALLED POKER EXHAUST FOR 6 TO ALL RTU DIA6NO5TIC GODE5. DESIGN INSTALLED AND WIRED TO ROOFTOP UNIT BY MECHANICAL TONS AND UNDER MICH THE MEGANIGAL GONTRAGTOR SHALL .SYSTEM OCCUPANT CONTRACTOR TO SHUT DOWN UNIT UPON ALARM. INSTALL AND WIRE IN FIELD. 12. VENDOR #12 TO FURNISH BURGLAR BARS FOR ALL RTU'5. 4. PROVIDE DIRTY FILTER 5NIT614. b. FACTORY INSTALLED 6FGI RECEPTACLE. FACTORY HIRED ON 13. FURNI5H FAGTORY 13" DEEP DRUM LOUVER PLENUM TYPE RPM LINE 5IDE OF 015GONNEGT FOR 13 TONS AND OVER. FIELD DIFFUSER (DLPD) SYSTEM FOR NOMINAL UNIT GFM. 5. FURNI5H G02 SENSOR WITHOUT DISPLAY. MOUNT SENSOR WIRED BY ELEGTRIGAL GONTRAGTOR FOR 12 TONS AND (RaxAz) ❑.A, ADJACENT TO EACH UNIT TEMPERATURE SENSOR. G02 UNDER. WATTS FRACTION SEN50R TO BE INSTALLED AND WIRED BY ELECTRICAL DIVERSITY ❑,A. INTAKE FLOW RATE CONTRACTOR. TITUS TUG A5 NOTED 14. PROVIDE A NEN GET OF FILTERS PRIOR TO AIR PALANGE, 11. FURNI5H NOVAR HALL MOUNTED ZONE TEMPERATURE 5EN50R AT TURNOVER TO DICK'S SPORTING G0OD5, AND A NEW GET FOR EACH ROOFTOP UNIT. TEMPERATURE 5EN50R TO BE ONE (1) DAY PRIOR TO STORE OPENING. FILTERS TO BE INSTALLED AND HIRED BY ELEGTRIGAL GONTRAGTOR. DP GLA55 1, 2" PLEATED, 40% EFFICIENT H/GIO% WEIGHT ARRE5TANGE TEST EFFIGIENGY RATING (MERV 6). 16. REFER TO EM DRAWIN65 FOR ADDITIONAL INFORMATION ON NOVAR ENERGY MANAGEMENT SYSTEM. 15. MINIMUM OUTSIDE AIR DAMPER 5ETPOINT TO BE 10% OF SUPPLY AIR GFM. lq. PROVIDE HUMIDITROL AND HUMIDITY SENSOR. SENSOR TO BE INSTALLED AND MIRED BY ELECTRICAL GONTRACTOR. 16. FURNISH 14" HIGH FAGTORY ROOF GUR13 WITH HURRICANE CLIPS. REFER TO DETAIL 4 ON DRAWING H2.1. MECHANICAL VENTILATION (EXHAUST AIR) SCHEDULE Room Namur ROOM AREA (ft2) CLASSIFICATION EXHAUST FAN SCHEDULE NO. OF FIXTURES REQUIRED EXHAUST UNIT NO. LOGATION SERVES HP PHASE VOLTS TYPE GFM 5.P. BLADE FAN DRIVE STARTER PILOT DESIGN PRIMARY REMARKS .SYSTEM OCCUPANT 5R-1 OR AS NOTED AS NOTED SURFACE HOIRIZ. BAR DOUBLE TYPE RPM SUPPLY OFF-WHITE LI6HT EQUIPMENT 300 -RL (RaxAz) ❑.A, EFFECTIVENESS RATE WATTS FRACTION VENTILATION DIVERSITY ❑,A. INTAKE FLOW RATE 69-1 TITUS TUG A5 NOTED AS NOTED LAY --IN (MAKE 4 MODEL) 4 -WAY U.N.O. YES EF -'1 OFFICE AREA A.Y. ROOM 3qb W 1 115 GA51NE-T -710 0.5°' GENT. 1600 DIRECT MANUAL NO GOOK: 6N-140 1, 3, 1), cf EF -2 STOCK ROOM ROOF TOILET.RM5. 1/6 HP 1 115 DOME 100 0.315°' GENT. 1546 BELT MANUAL YES GOOK: 100 -AGE -0 2, 4, 5, 6, q, 10 EF -3 AORK5HOP ROOF WORKSHOP 1/4 HP 1 115 DOME 300 0.315" CENT. 1165 BELT MANUAL YES COOK: 1046E-13 4, 5, 6, 1, q, 10 EF --4 DISPLAY ROOM SAME 351 hd 1 115 GEILIN6 400 0.315°' GENT. 1015 DIREGT MANUAL NO GOOK: 6G-640 1, 3, 4, GI, 11 SURFACE HORIZ. BAR MA NO STEEL TRANSFER GAB INET 1 6-3 TITUS 50 AS NOTED AS NOTED LAY -IN E66CRATE NA YES ALUMINUM EF -5 DISPLAY ROOM SAME 351 W 1 115 GEILIN6 400 0.315" GENT. 1075 DIREGT MANUAL NO GOOK: 6G--640 1, 3, 4, g, 11 D I FFUaER TYPE DIFFUSER NECK SIZE AS NOTED A13OVE ` 5R -I, 12x 12 OR GRILLE/REGISTER AIR QUUANT I TY---'`-' 400 GFM , I ZE . 0,06 0 10 GAB INET 0.8 13 200 0.07 REMARKS: 1. PROVIDE WITH VARIABLE SPEED CONTROLLER SET 335 5. PROVIDE BURGLAR BARS. cl. PROVIDE KITH 1)I5CONNEGT. 0 0 INSIDE FAN CABINET. 0 0,06 0 20 21 0.8 27 6, PROVIDE 15" H16HH INSULATED ROOF CURB. 10. PROVIDE BELT DRIVE WITH ADJUSTABLE MOTOR PULLEY. 2. FAN GONTROLLED BY ENERGY MANAGEMENT SYSTEM. Total: 60 73 1, FAN CONTROLLED BY HALL 5WITG1-1 WITH 1 HOUR TIMEiR. 11. PROVIDE FLEXIBLE OUTLET DUGT CONNECTION, PLASTIC 0.16 3. FAN CONTROLLED 13Y REVERSE AGTIN6 THERMOSTAT. 1 WALL 5WITGH FURNISHED BY MG. HALL 5HITGH CEILING GRILLE, VI5RATION I50LATION HAN6EIR5, AND 250 THERM05TAT FURNI5HED BY MG. THERM05TAT INSTALLED INSTALLED AND WIRED BY EG. SUPPORT RODS. AND WI RED 13Y EG. 6. PROVIDE FLEXIBLE INLET AND OUTLET DUCT 4. PROVIDE WITH GRAVITY BACKDRAFT DAMPER. CONNECTIONS, VIBRATION ISOLATION HAN6ER5, AND SUPPORT RODS. MECHANICAL VENTILATION (EXHAUST AIR) SCHEDULE Room Namur ROOM AREA (ft2) CLASSIFICATION CFM / FIXTURE TABLE 403.0 NO. OF FIXTURES REQUIRED EXHAUST DESIGN EXHAUST RESTROOMS 365 RESTROOMS 50 5 250 700 MECHANICAL VENTILATI❑N (OUTSIDE AIR) SCHEDULE APPROPRIATE CODE, ASHRAE DIFFUSER / GRILLE SCHEDULE MARS® MANUFACTURER # GFM NECK SIZE FRAME FAGS TYPE PATTERN DAMPER MATERIAL 5ERVIGE FINISH NOTES # OF PEOPLE 4 MODEL CFM/ft2 CFMI TYPE REQUIRED ZONE AIR DIST, ZONE ❑,A, PRIMARY PRIMARY O,A, .SYSTEM OCCUPANT 5R-1 TITUS AS NOTED AS NOTED SURFACE HOIRIZ. BAR DOUBLE YES STEEL SUPPLY OFF-WHITE 1 (Ra) 300 -RL (RaxAz) ❑.A, EFFECTIVENESS RATE DEFLECTION FRACTION VENTILATION DIVERSITY ❑,A. INTAKE FLOW RATE 69-1 TITUS TUG A5 NOTED AS NOTED LAY --IN LOUVER 4 -WAY U.N.O. YES STEEL SUPPLY OFF-WHITE 1, 2, 3 GO -2. IT TI"I1U5 AS NOTED AS NOTED SURFACE LOUVER 4 -WAY U.N.O. YES STEEL SUPPLY OFF-WHITE 1, 3 GD -3 TITUS TUG A5 NOTED AS NOTED SURFACE LOUVER 4 -WAY U.N.O. YES ALUMINUM SUPPLY OFF-WHITE 1, 3 (Table 403.3.1.0 Vbz/Ez) PER RTU PER RTU (Table 403.3.2.3,2) 74 +RaAz) 5 1 SUPPLY/ 5 0,06 GD -4 VENDOR #12 SIZE SIZENA DLPD NA YES STEEL RETURN OFF -MITE 1 6-1 TITUS 350 -RL AS NOTED AS NOTED 5URFAGE HORIZ. BAR NA YE5 STEEL EXHAUST EXHAUST OFF -MITE 1 6-2 TITUS 350 -RL AS NOTED AS NOTED SURFACE HORIZ. BAR MA NO STEEL TRANSFER OFF-WHITE 1 6-3 TITUS 50 AS NOTED AS NOTED LAY -IN E66CRATE NA YES ALUMINUM RETURN OFF-WHITE 1, 2 6-4 TITUS AS NOTED AS NOTED SURFACE HORIZ. BAR NA YES ALUMINUM RETURN/ OFF-WHITE 1 1. DIFFUSER 9E5I6NATION5 ON PLANS AS FOLLOH5: 2. PROVIDE FRAME SUITABLE FOR LAY -IN GEILIN6. GRILLE, RE6I5TER, OR 3. 24" x 24" GEILIN6 DIFFUSER MODULE: UNLES5 NOTED OTHERWISE. D I FFUaER TYPE DIFFUSER NECK SIZE AS NOTED A13OVE ` 5R -I, 12x 12 OR GRILLE/REGISTER AIR QUUANT I TY---'`-' 400 GFM , I ZE . O RESER TO DRAWING H22 FOR H.V.A.G. 6ENERRL DEMOLITION NOTES. ROOM NAME ROOM AREA (ft2) CLASSIFICATION Sales OUTDOOR AIR 451 451 7,5 Muttl le Zone System 3383 3608 6991 CALCULATED # OF PEOPLE CFM/PERSON CFM/ft2 CFMI CFM2 REQUIRED ZONE AIR DIST, ZONE ❑,A, PRIMARY PRIMARY O,A, .SYSTEM OCCUPANT UNCORRECTED R& DESIGN SYSTEM GROSS NET (Az) PEOPLE PER NO, 27 0,8 IN AREA PER TABLE (Ra) (RpxPz) (RaxAz) ❑.A, EFFECTIVENESS RATE AIRFLOW FRACTION VENTILATION DIVERSITY ❑,A. INTAKE FLOW RATE O.A. 0.2 019 1 7018 7798 1000 ft2 OF ❑CCUP, (Ps) (Table 403.3) (Taakale 403.3) (Vloz= Ez (Voz= (Vpz) (Voz/Vpz) EFFICIENCY (Ev) (D=Ps/Pz) (Vou=D(RpPz) (Vot=Vou/Ev) (CFM) 0 0 0.06 0 10 (Net Area) (P Z) 13 (Rp) (Net Area) R Pz+RaAz) (Table 403.3.1.0 Vbz/Ez) STORE MANAGER (Table 403.3.2.3,2) 74 +RaAz) 5 1 1 N SALES FLOOR 42952 30066 Sales 15 451 451 7,5 0.12 3383 3608 6991 018 8739 43400 012 GOLF ST 'C' 316 221 Storage rooms 0 0 0 0 0.18 0 27 27 0,8 34 400 0.09 DEPT. MANAGER Toter 3383 3635 5 Max Zpa 0.2 019 1 7018 7798 8000 RTUs 1-8 BREAK ROOM 322 225 Office space 5 4 4 5 0,06 20 14 34 0.8 43 650 0.06 LP ROOM 23 16 Office space 5 1 1 5 0,06 5 1 6 0.8 8 50 0.16 DEPT. MANAGER 150 105 Office space 5 4 4 5 0,06 20 6 27 0,8 34 500 0.07 OFFICE CORRIDOR 228 160 Corridors 0 0 0 0 0.06 0 10 10 0.8 13 100 0.13 STORE MANAGER 105 74 Office space 5 1 1 5 0,06 5 4 10 0,8 13 200 0,07 CASH ROOM 93 65 Office space 5 1 1 5 0.06 5 4 9 0.8 12 150 0.08 COUNT ROOM 93 65 Office space 5 1 1 5 0.06 5 4 9 0.8 12 150 0.08 RESTROOM CORRID❑R 231 162 Corridors 0 0 0 0 0,06 0 10 10 0.8 13 200 0.07 EXIT CORRIDOR 479 335 Corridors 0 0 0 0 0,06 0 20 21 0.8 27 400 0.07 Total: 60 73 Max Zp1 0.16 019 1 133 148 250 RTU -9 ARCHERY LANE 186 130 Sales 15 2 2 7,5 0.12 15 16 31 0.8 39 200 012 WORKSHOP 126 88 Sales 15 2 2 7.5 0,12 15 11 26 0,8 33 200 0,17 WORK ROOM 231 162 Storage rooms 0 0 0 0 0.12 0 19 20 018 25 200 0.13 STOCK 3958 2771 Storage rooms 0 0 0 0 0,12 0 332 333 0.8 417 2900 0.14 AV DATA ROOM 85 60 Storage rooms 0 0 0 0 0,12 0 7 8 0.8 10 100 0.1 LL STOCK 778 545 Storage rooms 0 0 0 0 0,12 0 65 66 0,8 83 800 011 Total, 1 30 451 1 Max Z : 1 0.2 0.9 1 481 535 1 550 RTU -10 FAI U GENERALHVAC NOTES - 1. GONTRAGTOR SHALL V151T 51TE PRIOR TO BIDDING PROGE55 AND FIELD VERIFY EXISTING GONDITION5. GONTRAGTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. PROVIDE ALL NEGE55AR( OFFSETS OR TR,AN5ITION5 WITH EQUIVALENT AREAS TO MATCH DUCT SIZES AS INDICATED ON DRAHIN65. 2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LIGENSE5, DOCUMENTS AND 5ERVIGES RELATED TO INSTALLATION OF THE ARK. 3. SPRINKLER GONTRAGTOR SHALL COORDINATE INSTALLATION OF SPRINKLER PIPING WITH DUGTHORK, LIGHTS, AND PARTION LAYOUT. LIGHTS ARE NOT TO BE MOVED, SPRINKLER PIPING SHALL BE ROUTED AROUND LIGHT5 AS REQUIRED. 4. FIELD COORDINATE EXACT LOCATION OF ALL THERMOSTAT5 AND TEMPERATURE SENSORS 50 AS TO NOT BE DIRECTLY "BLOWN" ON AND NOT NEXT TO ANY HEAT PRODUGIN6 EQUIPMENT. MOUNT THERMOSTATS AND TEMPERATURE 5EN501RS ON "BAGK--5IDE" OF COLUMN. COORDINATE ALL LO( ATION5 WITH SHELVING. REFER TO FLEGTR16AL DRAHIN65 FOR ALL MOUNTING HEIGHTS. 5. CUTTING OF ROOF, INSTALLATION OF GU1RB5, AND PATCHING OF ROOF SHALL BE BY ONNER'S ROOFING CONTRACTOR AND PAID FOR BY HVAG GONTRAGTOR TO MAINTAIN ROOF WARRANTY. 6. ROOF GUR35 SHALL HAVE A BASE THAT FITS SLOPE OF ROOF AS REQUIRED. TOP OF CURB SHALL BE LEVEL. SEE ARGHITEGTUIRAL / STRUCTURAL PLANS FOR SLOPE AND 5TRUGTUCRE INFORMATION. ROTATE UNITS AS REQUIRED. 1, HVAC DUGTHORK SHALL BE FA13RIGATED AND EREGTED IN AGGORDANGE WITH ASHRAE AND LATEST 5MAGNA STANDARDS. PROVIDE TURNING VANES IN ALL ELBOHS. DUGTNORK SHALL HAVE A MINIMUM PRE55UR.E GLA551FIGATION OF 2", SEAL GLASS G, WITH A MAXIMUM LEAKAGE RATE OF 5%. 6. RETURN AIR. DUGTWORK SHALL BE INSTALLED AS HIGH AS P0551BLE IN J015T SPACE. CONTRACTOR SHALL REMOVE BAR J015T BRACING AND INSTALL NEW BRAGIN6 PER STRUCTURAL ENGINEER REQUIREMENTS ONLY AFTER APPROVAL FROM STRUCTURAL ENGINEER. REFER TO STRUCTURAL D INGS. q. ALL DUGTNORK 5HALL BE INSTALLED TIGHT TO UNDERSIDE OF ROOD STRUCTURE OR AS HIGH AS POSSIBLE TO AVOID OBSTRUCTIONS. 10. PROVIDE TRANSITIONS AS REQUIRED TO CONNEGT BRANCH DUGTHORK TO DIFFUSER NECK. IL ALL ROOF TOP EQUIPMENT 5HALL BE LOCATED A MINIMUM OF 10'-0" AVdAY FROM THE ROOF'S EDGE. 12. MAINTAIN A MINIMUM 10'-0" 13ETHEEN OUTDOOR AIR INTAKES AND EXHAU5T FAN DISCHARGE AND PLUMBING VENTS, ETC. FIELD COORDINATE. 13, ALL EQUIPMENT SHALL BE LABELED ACCORDING TO NUMBERING / IDENTIFICATION 5Y5TEM PER PLANS. 14. ALL PIPING, DUCTS, VENTS, ETC., EXTENDING THROUGH WALLS AND ROOF SHALL BE FLASHED AND GOUNTER-FLASHED IN A HATERPROOF MANNER. 15. ALL EQUIPMENT SHALL BE INSTALLED PER GODE AND MANUFAGTURER'5 REGFUIREMENT5 FOR SERVIGE AND AGGE55 GLEARANGES. 16. ALL INSULATION SHALL BE RUN CONTINUOUSLY THROUC-H FLOORS AND PARTITIONS. 11. PROVIDE A MANUAL BALANCING DAMPER AT ALL SUPPLY AND RETURN BRANCH TAKEOFFS, IN ACCESSIBLE LOCATION OR WITH AGGE55 DOOR. 15. REFER TO ARGHITEGTURAL REFLECTED GEILIN6 PLAN FOR EXACT LOCATION OF ALL MEGHANIGAL CEILING EQUIPMENT. Iq. COORDINATE EXACT LOCATION OF ALL ROOF MOUNTED EQUIPMENT HITH STRUCTURAL PLANS, 5PEGIALLY-DE5I6NED JOISTS, ETC. 20. CONTRACTOR 15 RESPONSIBLE TO AND SHALL PERFORM ALL NORK IN ACCORDANCE HITH THE LATEST STATE GODE5, TONNSHIP, AND NFPA, O.S.H.A., AND THE RULES AND REGULATIONS OF ALL CITY, STATE, AND FEDERAL AUTHORITIES HAVING .JURISDICTION. PROVIDE OINNER HITH CERTIFICATES OF INSPECTION. 21. FLEXIBLE CONNECTIONS SHALL BE USED AT ALL DUCT GONNEGTION5 TO RTU5, EXHAUST FANS, AND GA13INET HEATERS. 22. DO ALL NECESSARY GUTTING AND ROUGH PATCHING. FIN15FI PAINTING, FIN15H PATCHING AND POHER HIEING 15 BY OTHERS. 23. THESE DRAW065 INDICATE THE SIZE AND GENERAL LOCATION OF WORK. 56ALED DIMEN51ON5 SHALL NOT BE USED. ANY DIMENSIONS NOT 5HONN SHALL BE OBTAINED FROM THE ARCHITECTURAL DRAWINGS. FOR EXACT LOCATIONS, HEIGHT, DOOR 5HIN65, MOUNTING HEIGHTS, ETC. REFER TO ARCHITECTURAL DRAININ65 AND DETAILS. 24. PRIOR TO STARTING ANY WORK, PURCHASE OF EQUIPMENT, ETG. COORDINATE THE HORK HITH 0 -VIER TRADES. CONFER WITH OTHER CONTRACTORS NH05E HORK MIGHT AFFECT THI5 INSTALLATION AND ARRANGE ALL PARTS OF THIS WORK AND EQUIPMENT OF OTHERS, HITH THE BUILDING CONSTRUCTION AND HITH ARGHITEGTUIRAL FINISH. 25. DUGTHORK DIMENSIONS NOTED ON DRAHIN65 ARE EXTERIOR DIMENSIONS AND INCLUDE LINING. 26. SMOKE DETECTORS SHALL 13E FIELD INSTALLED AND LOCATED IN THE APPLY AND RETURN AIR DUCTS TO SHUT DONN THE UNIT UPON ALARM. REMOTE INDICATOR ALARM AND KEY TEST A SNITCH STATION PROVIDED BY ELEGTRIGAL GONTRAGTOR FOR EAGH UNIT. SMOKE DETECTOR SHALL BE WIRED TO THE FIRE ALARM SYSTEM BY THE ELEGTRIGAL GONTRAGTOR PER 51TE-5PEGIFIG GODE REQUIREMENTS. 2-1. INSTALL BOTTOM OF HORIZONTAL, EXP05ED DUGTHORK IN 5ALE5 AREAS AS HIGH AS P055113LE UP HI -M -IN J015T SPACE TO MAINTAIN MAXIMUM CLEARANCE. IF THI5 15 NOT ACHIEVABLE THEN ALL DUCT NORK SHALL BE DE5I6NED AND INSTALLED TI614T TO BOTTOM OF STRUCTURE TO MAINTAIN MAXIMUM CLEARANCE. BOTTOM OF DIFFUSERS SHALL BE MOUNTED AT 16-0" AFF (50 AS TO MAINTAIN CLEAR "LINE-OF-516HT" FROM MAIN VESTIBULE). IF THESE 9IMEN51ON5 ARE NOT OBTAINABLE, GONTRAGTOR SHALL GOORDINATE EXACT HEIGHT WITH ARGHITEGT PRIOR TO ANY WORK. 26. INSTALL BOTTOM OF HORIZONTAL, EXPOSED DUGTHORK IN STOCK ROOMS AS HIGH AS POSSIBLE WITH DIFFUSERS EXTENDED DONN TO 16-0" AFF. IF THESE DIMENSIONS ARE NOT OBTAINABLE, CONTRACTOR SHALL COORDINATE EXACT HEIGHT HITH ARCHITECT PRIOR TO ANY HORK. 2q. ALL EQUIPMENT SHALL BE UL LISTED. 30. GONTRAGTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR, EFFECTIVE THE DAY THE PROJECT 15 AGGEPTED BY THE ONNER. REFRIGERANT COMPRE5SOR5 5HALL BE GUARANTEED FOR FIVE YEARS BY MANUFAGTURER. 31. INSULATE CONDENSATE DRAINS HITH--IN T'HE BUILDING HITH ONE-HALF (1/2") INCH THIGK MOLDED FIBERGLASS HAVING TYPE A5J JACKET AND MANUFACTURED BY OWEN5-GORNIN6 FIBER6LA5 GOMPANY, REFER TO SPECIFICATIONS FOR ALTERNATE MANUFAGTURER5. 32. PERFORM ALL DEMOLITION NORK REQUIRED FOR PROJECT AND DISPOSE OF DEMOLITION MATERIALS IN A CODE APPROVED MANNER. REFER TO DR.ANIN6 H2.2. ®��rdr 9S u6,,' ,r 4 0 '/ if - Q, Y 6. a....0 �> 4'ry, �l NOrty ^°x� 3 ��ycA GA; t613'ds�ti Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and those construction documents for purposes other than the specific project named horein is strictly protalpitod without expressed written consent of Flerschman Architects, Incorporated. Date Issue 01/50/2012 1311?/ RMI T 02/16/2012 ADDENDUM Al 05/22/2012 RF -V I51ON 2& 04/02/2012 �RE\/ISION B 04/25/2012 ®REVISION 4A ° a� t� Dram By: MIC Prefect No.: 15101.00 FL, LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (218) 223-3200 FA)( (216) 223-3210 www.herschmanarchitects.com H.V.A.C. NOTES SCHEDULES E N i 111 W 7U L eh �1 9 v �i E U L1 V6 cN 0 11 - _- .. _ - _ _ �..:✓.:_ _ - - ___ ..- . � ..:,...� _ _ � .u.L it III 1 I L L.L. _ . _ -..------------- �.-------- ___�.._._ _. _. i PREFABRICATED INSULATED ROOF CURB PREFABRIGATED ROOF CURB. SET ROOF GURB 11 MANUAL BALANGING DAMPER HITH LOGKIN6 U LOUVER LY FLOW FURN15HEP UNDER DIV. 15, INSTALLED UNDER ® ON 5TRUGTURAL STEEL AND SHIM DEAD LEVEL. QUADRANT. REQUIRED ONLY AT UNITS HITH DIV151ON -7. GON5ULT ROOFING MFR. FOR 5EGURE ROOF CURB TO METAL DEGK AND RTU BRANCH DUCTS. SEE GODED NOTE 10. ROOF TYPE AND GOORDINATE DESIGN OF ROOF TOP UNIT- TO ROOF GURB. ROOF TOP UNIT CURB PITH ROOFING REQUIREMENTS. L 12 NOT USED. TRANSITION TO CONNECTION SIZES IN DUCT R15E. REFER TO PLANS FOR SIZES. 13 FACTORY PROVIDE DRUM LOUVER PLENUM DIFFUSER (DLPD) SYSTEM TO MATCH UNIT GFM. 8 I" AGOU5TIG LINING IN SUPPLY AND RETURN AIR INSTALL DLFD 5Y5TEM AS HIGH AS P0551BLE � DUGTHORK FROM FAN DISCHARGE TO POINT A13OVE FIN15HED FLOOR. AIR FLOW 15 NOT TO 18 INDICATED ON MEGHANIGAL DRAHIN65 (10'-0" BE BLOGKED BY RETURN AIR DUGTWRK OR 1 � PROVIDE TAPERED GURB �G 1 5 - MIN) DUCT 51ZE5 INDICATED ON PLANS ARE BEAMS. G 1 � EXTERIOR AND INCLUDE LINING. AND/01� SHIMS TO MAKE TOP 19 19 14 OF CURB DEAD LEVEL. � O - 4 REFER TO STRUCTURAL DRAWINGS FOR GVENDOR #12 TO PROVIDE BULLAR BARS.IRDER " ' I ®I 1 ® 21 AND J015T LOGATION5, 51ZE5, AND DIREGTION. 1 SUPPORT DLPD FROM J015T MEMBERS, A5 BUILT-UP ROOFING - - I �/ �\ 7 BAGKDRAFT OR BUILT-UP IN6 21 NEGE55ARY, USING 3/E� ALL THREAD. 1 MOTORIZED DA ROOF DECK 1� { OF DEG 4 - ROOFING MEMBRANE I I 5TITGH !MELD i I A5 GALLED FOR - - 17 20 PACK OPENING BE (WEEN ROOF DECK AND COORDINATE WITH STRUCTURAL ENGINEER �- �� DUCTS AND ENTIRE CURB CAVITY HITH PRIOR TO ANY HORK. 9 17 2® FIBERGLASS INSULATION. PROVIDE 3 ALT. S.A. 9- - - - R.A. LAYERS OF 5/0" 6A.B, AND I" RIGID 1 � TURNING VANES - (TYPIGAL). � 1® 1-� - � R.A. --- - ----------- ---------------- J015T5PAGE - I c J015T51-AC - INSULATION. SEAL AND JTA66ER ALL SEAMS, 11 _ - - PROVIDE SFIEETMETAL ENCLOSURE AT DUCT 17 ADJUST RETURN AIR DUET SIZE (MAINTAIN 1 �' � IF1 MOUNT OUGTHORK A5 PENETRATION OF METAL ROOF DECK TO EQUIVALENT AREA) A5 REQUIRED T® FIT 1 MOUNT DUGTHORK AS INSULATION 11/2°' �112X ANGLE L MOUNT AS HIGH 1 H16H AS POSSIBLE. COVER UP AND HOLD INSULATION IN PLACE. RETURN AIR DUCT UP IN J015T SPACE. IN NO 15 9 3 P116H AS POSSIBLE. IRON ALL AROUND STITCH SEAL TIGHT OF DUCT � LF A5 POSSIBLE. NATER TIGHTCASE SHALL RETURN AIR DUCT BLOCK AIRFLOW AHELDED TO ROOF DECK AND / I iV ALLED SMOKE DETECTOR IN SUPPLY FROM SUPPLY AIR PLENUM REGISTERS.SEAL BOTTOM OF CURB TO SIT ON TOP SLEEVE \ N AIR DUG"T5 OF RN TO SHUT DOWN 13OFMETALDECK 1/4B1 THIGK STEEL SLEEVE, HELDED �LARM. DUGT HATER TIGHT BOLT THROUGH CURB PITH AT SLAMS, HITH 3/4" DIA. BARS 1 H 2 RIGID INSULATION. CARRIAGE BOLT5 AND HEX NUTS. ON. MAX, 6°' CENTERS, BOTH !MAYS, OCONDENSATE DRAIN HITH CLEANOUT AND DEEP 1 U ROOF FLASHING. PROVIDE LOGK HA5HER5 AT HEAD MELDED TO SLEEVE GENERAL NOTES: SEAL TRAP. REFER TO DETAIL ON TH15 NOTE: BOTTOM OF RETURN AND BOLT. PROVIDE FENDER A. HVAC GONTRAGTOR SHALL COORDINATE ROOFTOP UNIT LOCATIONS HITH 5TRUCTURAL DRAHIN65. DRAPING. 20 REMOVE ANY EXISTING 5TRUGTURAL BRAGING AIR DUCHORK SHALL NOT BE WASHER AND DOUBLE NUT/JAM NUT SLIP CONNEGTION TO AS REQUIRED TO IN5TALL RETURN AIR LOPER THAN E30TTOM OF ON BOTTOM. PROVIDE ELTS ON 24 CENTERS, ALL AROUND, MIN. (2) DUG`TPORK, ALL AROUND. BOLTS PER SIDE. ALL HARDHARE TO EXHAUST DUCTHORK BE STAINLESS STEEL. B. HVAC GONTRAGTOR SHALL COORDINATE ALL ROOF OPENINGS WITH STEEL FRAMING AS SHOHN ON STRUCTURAL D INC - FIELD VERIFY GONDITION5. 5EGURITY BAR5 SHALL BE PROVIDED IN ALL OPENIN65 THRU ROOF. 5EGURITY BARS SHALL BE 3/4" RIBBED TOOL RE515TANT STEEL BARS ON 5" CENTERS INSERTED THRU 2 1/2°°P x 3/b" THICK HORIZONTAL BARS ON 12" CENTERS. G. SEAL ALL DUGTHORK OPENINGS HITH NON- HARDENING MASTIC. GRILLE 51ZE 6A5 GONNEGTION HITH GAS GOGK, UNION AND DIRTLEG. REFER TO PLUMBING ROOF PLAN FOR 6A5 PIPE SIZES. F FLEXIBLE GONNEGTION (TYPICAL). ANY NEYRK UP IN J015T BRACED AND PROVIDE REQUIRED. ANY NEP STRUCTURAL BRACING ORDINATE REMOVAL AND DITION OF SOTRUCTURAL BRAGINGG H TH STRUCTURAL ENGINEER PRIOR TO ANY HORK. 60xib D. DUGTHORK TO BE MOUNTED UP HITH-IN J015T SPACE HHENEVER POSSIBLE. IF DUCT CAN NOT BE MOUNTED UP HITH IN 100 13RANGH DUCT IN J015T 5PAGE - SEE PLANS FOR LOGATION5 AND SIZES. 21 RETURN AIR REGISTER, 6-2. 13 J015T SPACE, THEN BOTTOM OF EXP05EP DUCTHORK TO BE AS FOH OPS: 2 10 36x10 2 - 5ALE5 FLOOR: AS H16H AS P0551BLE AT A MINIMUM HEIGHT OF IT -O" RETURN AIR GRILLE SIZING TONS GRILLE 51ZE GRILLE QUANTITY 17.5 60xib 2 15 54x10 2 13 40x10 2 10 36x10 2 BAR J015T. - STOCK ROOMS: A5 HIGH A5 POSSIBLE GRILLE SIZE 15 13A5ED ON MINIMUM OF 24" DETAIL(7"�ROOF TOP EXHAUST FAN CURB E. FACTORY PROVIDE DRUM LOUVER PLENUM DIFFUSER (DLPD) SYSTEM SHALL BE INSTALLED TIGHT TO BOTTOM OF BEAMS CONDITIONINGI DEEP RFTURN AIR DUCT. H2.I SCALE: NONE AND AS HIGH AS POSSIBLE ABOVE FINISHED FLOOR. BOTTOM OF DRUM LOUVER PLENUM DIFFU5ER (DLPD) SYSTEM SHALL H2,I SCALE: NONE NOT 13E INSTALLED F116HER THAN 16'-O". AIR FLOP 15 NOT TO BE BLOCKED BY RETURN AIR DUGTHORK OR BEAMS. PREFABRICATED INSULATED ROOF CURB UNIT CONDENSATE CONNECTION THREADED CLEANOUT GAP (TYP) GONDEN5ATE PIPE 51ZE5 TONS PIPE 51ZF 0-5 161 6-30 1-1/4" 31-50 1-1/21' 51 -Ill 2" FURNISHED UNDER DIV. 15, INSTALLED UNDER DIV15ION i. GON5UL3 ROOFING MFR. FOR ROOF o \� NOTES: TYPE AND COORDINATE DE516N OF CURB HITH �\ I. SUPPORT DLPD FROM .MIST ROOFING REGUIREMENt5. Q MEMBERS, AS NEGE55ARY, U51NCY 3/0°' ALL THREAD / TRAN51TION DUGTHORK HITH HURRICANE C LIP DETAIL, 2. INSTALL DLPD IN AGGORDANGE H/ I ACOUSTIC, LINER. UNIT/ SCALE: NONE MANUFACTURERS INSTALLATION 5TAINLE55 STEEL �° IN5TRUGTION5. EXTEND CONDENSATE a OR USE GONNEGTION SIZE, SELF -TAPPING RIGID INSULATION MAIN DUCT OR3. FIELD BARRELS MAY BE REQUIRED � NGH DRAIN AS INDIGATED PHIGHEVER Iia LARGER SGREHS, (4) IN51DE FOR BALANCING. / I ON DRAVIN6 H4.0 AND (4) OUTSIDE MIN. 3°' - PER CLIP 4. INSTALL DLPD A5 H16H AS '� I MANUAL VOLUME - � P055113LE AND TIGHT TO BOTTOM � � DAMPER PROVIDE 5TAINLE55 STEEL HURRICANE GLIP5 AND OF BEAM. PROVIDE TRANSITION INSTALL PER MANUFAGTURER'S IN5TRUGTION5. DUGTHORK BETHEEN RTU AND - IN5TALL (3) EACH LONG 512E OF EACH UNIT (I EAGH DLPD AS REQUIRED. FLEX DUGT EXCEPT I I SIDE OF UNIT ON EXH. FANS). SEE HURRIGANE CLIP IN EXP05ED AREAS ROOF - DETAIL ABOVE �- ROUND SHEET METAL DUCT TO. DIFFUSER UNLE55 INDIGATED PROVIDE TAPERED CURB AND/OR SHIMS TO MAKE INSULATION OT 15E (SEE PLANS FOR SIZF� _______ _____ ________ ___________ ___ _ ___-____ = TOP OF CURB DEAD LEVEL. _---------------------:________:_::____:_:_________________:_________- - - -�-�IF -� DE PER GODS SQUARE TO ROUND ADAPTOR B°' DEEP ROOFING INSULATION ��- - -'� � GONDEN5ATE DRAINAGE GURB MANUFACTURERS STEEL ANGLE HURRICANE PIPING 5Y5TEM TO BE CURB REINFORGIN6 FRAME, FULL PERIMETER. 2°' X CEILING SCHEDULED 00 UV RATED CURB TO SIT ON TOP 2" ANGLE. INSTALL PER GURB MANUFAGTURERS GEILI% GRID PVG. DO NOT INSULATE II f I OF METAL DECK IN5TRUGTION5 ABOVE -ROOF GONDEN5ATE �I I� BOLT THROUGH CURB REINFORCING ANGLE PITH LAY -IN SUPPLY DIFFUSER LOCATE IN PIPING. GARRIAGE BOLTS AND HEX NUTS, PROVIDE LOCK GEILN6 HITH OPP05ED BLADE DAMPER JL klA5HER5 AT HEAD AND BOLT. PROVIDE FENDER FOR VOLUME GONTROL FROM FAGE MASHER AND DOUBLE NUTMAM NUT ON BOTTOM. DRUM LOUVER PLENUM DIFF5UER (DLPD PROVIDE BOLTS ON 24" GENTER5, ALL AROUND, MIN. TO MATCH RTU SIZE. (3) 130LT5 PER SIDE. ALL HARDHARE TO BE 5TAINLE55 STEEL. NOTE: GOORDINATE ALL ROOF OPENIN65 HITH STEEL FRAMING AS SHOHN ON 5TRUCTURAL DRAHIN6. FIELD VERIFY GONDITION5. PROVIDE 5EGURITY BARS IN ALL OPENINGS THRU ROOF. 3 LOCK DETAIL r4_'/C UNITIL 5 LOUVER PLENUM DIFFUSERIL ('6 -)LAY -IN CEILING9 IL H2.1 SCALE: NONE H2.1 5GALE: NONE H2.1 SCALE: NONE H2.1 SCALE: NONE ROOF PIPE SUPPORT AS MANUFACTURED BY MIRO INDUSTRIES, "PILLOH BLOCK" PIPE STAND. MODEL PIPE SUPPORT SPACING SHALL #3-R STAND HILL AGGOMODATE PIPE UP TO 3" IN 13E PER CODE REQUIREMENTS. DIAMETER: MODEL #4 -RAH, ROLLER TYPE, FOR SIZES TO 4". MODEL #b -RAH FOR PIPES UP TO 6" DIAMETEER. FOR INFO: I -000 -166 -6q -1b. 5TAINLE55 STEEL CLAMP. STRUCTURE PATE PIPE SEAL, HITH - ALUM. BASE HITH 5" -- SUPPORT RO05 FLANGE. PATE PVC STEPPED PVC, FLEXIBLE GONNEGTION MA5TIG BOOT. - TYPIGAL. ROOF MEMBRANE BASE FLA5HIN6 PIPE CLAMP, GONNEGT TO SUPPORT HITH 1/2" x 10 ________ __________ 5TAINLE55 STEEL 5GREP5, __ _______________= OVER51ZE CLAMP TO ALLON EXHAUST FAN MA5TIG _____________ _ ___________________________ PIPE TO EXPAND AND CONTRACT. DECK INSULATION FAN DISCHARGE ROOF DECK FAN INLET DUCT. TRANSITION UC VIBRATION 150LATION DUCT. TRAN51TION AS HANGERS REQUIRED TO FAN PIPE NYLON FRICTION ABSORBING REQUIRED TO PAN CONNECTION. ROLLER. GONNEGTION. PROVIDE EXTRA LAYER OF ROOFING MATERIAL BELOP PIPE SUPPORT. (7'�IWLINE EXHAUST FAN DETAIL (8'�PIPE ROOF PENETRATION DETAIL rq��ROOF PIPE SUPPORT DETAIL 10 �NOT USED H2.I 5GALE: NONE �HlSCALE: NONE H2.1 SALE: NONE H2.1 5CALE: NONE EXHAUST FAN. POHER HIRING BY DI5GONNEGT SHITGH. DIV151ON 16. 14" HIGH PREFABRICATED BIRD 5GREEN. INSULATED ROOF CURB. REFER TO EXHAUST FAN GURB DETAIL ON 5EGURE FAN TO CURB TH15 INC. HITH 5GREH5 OR LA6BOLT5. ROOFING MEMBRANE. ROOF INSULATION. SECURITY DUCT BARRIER, MODEL 50B BY TUTTLE AND BAILEY. EXHAU5T DUCT, SEE PLANS FOR SIZE. SLIP GONNEGTION5 TO BARRIER MODULE. WIND DATA &a ROOF OPENING BY 6.6. (SIZE VARIES. DESIGN OF MECHANICAL, ELECTRICAL REFER TO DRAPIN6 H4.0 FOR ROOF AND PLUMBING EQUIPMENT RESTRAINT McHENRY ASSOCIATES, INC. OPENING SIZES AND COORDINATE PITH SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS STRUGTURAL DRAHIN(55). FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 MANUFACTURER AND AS REQUIRED FOR Phone: 216 292-4696 . rl 12 ALL APPLICABLE CODES. ( ) H2.1 )5GALE.- NONE H2.1 5GALE: NONE GONTR'.AGTOR MUST VERIFY Fax: (21 6) 292-5674 ALL GLEARAN6E5 AND Email: MAI L@MCHEN RYASSOCIATES.COM DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 IN Y At I Design and construction documents as instruments of service are given in confidene® and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly proteitsited without eacprosssd written consent of Herschm an Architects, Incorporated. Date Issue, 0I/50/2012 E3ID/FERMIT 02/16/2012 � ADDENDUM Drawn BY: MId G NO IV 5�_ 3.8 .9 44.504.6 5.5 5.9 6.16.2 6.8 2 C3 I I L61 6-2 (2 / 17 OA — 'X'�� MAINTAIN EXISTING ROOF-FOP AND A550GIATED AIS --- X -- MAINTAIN EXIST—ING ROOFTOP LONER LEVELMODIFY DUCT MAINS DISTRIBUTION SYSTEM SERVING AS INDICATED ON DRAWING HI.O. LOWER LEVEL. DISTRIBUTION SYSTEM SERVING UNIT AND A550GIATEP AIR —--------- _—� ®__-- --- - 0 _ — ——- - - - - - - - - - O X'- PRIMARY AND X'- PRIMARY AN X'- PRIMARY A X'- PIII R—IMARY SECONDARY R00 SECONDARY ROOF SECONDARY ROOF '. III _1 0> —\,I II 5EGONPARY ROOF — I I CP ION ROOF R� RTU ON ROOF I I 'x' - MAINTAIN EXISTING ROOFTOP 13 TON GOOLING 11.5 TON GOOLING - RTU OP. KT. = 3100# OP. HT. = 2-100# UNIT SERVING UPPER LEVEL, I ON ROOF REMOVE EXI5TIN6 AIR 13 TON COOLING ""1 ''1 DISTRIBUTION FROM THI5 UNIT I I ol x OP. NT. = 2'100# THAT 15 LOCATED WITH -IN THE I I DICKS SPORTING GOODS SPACE. I i MODIFY EXISTING AIR I I DISTRIBUTION AS REQUIRED —'XR' - REMOVE EXISTING ROOFTOP N UNIT AND ASSOCIATED AIR SERVE LANDLORD AREAS I AAND I I 2. CONTRACTOR TO FIELD DISTRIBUTION SYSTEM, INCLUDING VERIFY ALL EXISTING CONDITIONS L11 ol m ®® CURB, SUPPORTS, PIPING, ECT FOR MODIFICATIONS. 5ERVIN6 UPPER LEVEL. PATGH ROOF TO MATCH EXISTING, INGLUDING INSULATION. I I I I I I I I I I aD-- I RTU ON ROOF / 15 TON COOLING x x OP. W. = 2g00# ' I I I RTU ON ROOF 4 15 TON GOOLING xx OP. W. = 2goo#L — _ I RTU ON ROOF 13 TON GOOLING OP. AT. = 2700# -- ``- — GONTRAGTOR SHALL GOORDIKATE EXACT LOCATION OF NEN ROOFTOP UNIT NITH EXISTING ROOFTOP UNIT. CONTRACTOR SHALL MAINTAIN ALL 5ERVIGE r — — - — — — — — — — — — I GL EARANGE5, NEW AND EXISTING. PRIOR I TO ANY NORK, NOTIFY ARGHITEGT AND I ENGINEER IF UNIT NEED5 To SHIFT DUE TO RTU ON ROOF I I I EXISTING ROOFTOP UNIT SERVICE i CLEARANCES. 13 TON COOLING OP. NT. = 2100# W- MAINTAIN EXISTING ROOFTOP UNIT AND A550GIATW AIR DISTRIBUTION SYSTEM SERVING LONER LEVEL. MODIFY DUCT MAINS — AS INDICATED ON DRAWING HI.O. — — — — - — — — W- PRIMARY AND X'- PRIMARY AN SECONDARY ROOF 5EGONDARY ROOT DRAINS DRAINS 'XR' - REMOVE EXISTING ROOFTOP I UNIT AND ASSOCIATED AIR DISTRIBUTION SYSTEM, INGLUDING GUIR0,5UPPORT5, PIPING, EGT SERVING UPPER LEVEL. PATCH I ROOF TO MATCH EXISTING, INCLUDING INSULATION. z.� — -L - - -- - f HN.A.r �t I EF 2 ON ROOF I I I F I V II RTU ON ROOF IO TON GOOLING OP. AT. = Imo# — I I I RTU ON ROOF g 1.5 TON COOLING OP. WT. = 1150# L J I I I 'x' - PRIMARY A I I SECONDARY ROO60 I I DRAINS I - L_ —_ --- _____� ON ROOF L'X'- MAINTAIN EXI5TIN6 ROOFTOP �--- UNIT AND A550GIATED AIR 0 I ® ®N ROOF 1 DISTRIBUTION SYSTEM SERVING 13 TON GOOLING LONER LEVEL. IVI I OP. NT. =.2100# LN I I I W- MAINTAIN EXISTING EXHAUST FAN I SERVING LONER LEVEL RESTROOMS. I FIELD VERIFY EXACT LOCATION. I I I I �-- - 01 --I—'XR' - REMOVE EXISTING ROOFTOP UNIT, INGLUDING CURB, SERVING UPPER LEVEL. REMOVE EXISTING AIR DISTRIBUTION FROM THI5 UNIT THAT IS LOCATED WITH -IN THE lo DIGKS SPORTING GOODS SPADE. MODIFY EXISTING AIR DISTRIBUTION LOCATED NITH-IN LANDLORD AREA 2 AS REQUIRED 01 ol AND TIE INTO EXISTING ROOFTOP UNIT 5ERVIN6 LANDLORD AREA I. CONTRACTOR TO FIELD VERIFY N 01 ALL EXISTING GONDITION5 FOR MODIFICATIONS. I PRIMARY A 0 ® a ® —— A. GONTRAGTOR SHALL CONFIRM EXACT LOCATION OF ROOFTOP UNITS ON ROOF WITH 5TRUGTURAL ENGINEER. 5EGURE ROOF GUR.I35 TO ROOF STRUCTURE AND FAJTEN UNITS TO ROOF 5- SHIM CURBS AS REQUIRED 50 UNITS SET'S DEAD LEVEL. PROVIDE GURB5 GOWAT1131 F WITH ROOFING SYSTEM. INSTALL SUPPLEMENTAL SUPPORT STEEL AS REQUIRED TO FRAME OPENINGS AS DIRECTED BY 5TRUGTURAL ENGINEER. GUT OPENINGS THRW6H ROOF FOR DUCT GONNEGTION5. PROVIDE FLEXIBLE GONNEGTION5 AT UNIT SUPPLY AND RETURN GONNEGTION5. OFF5ET AND TRANSITION SUPPLY AND RETURN DUGTINORK: AS REQUIRED TO AVOID STRUCTURE. B. INSTALL CONDENSATE DRAINS KITH DEEP SEAL TRAP AND GLEANOUT. EXTEND CONDENSATE PIPING FROM EACH ROOFTOP UNIT AND TERMINATE AT ROOF DRAIN WITH AIR GAP. COMBINE CONDENSATE PIPING FROM ROOFTOP UNITS AS NEEDED. REFER TO DRANING H2.I FOR DETAILS FOR GONDEN5ATE PIPE SIZES. GOORDINATE ROOF DRAIN LOCATIONS AND EXACT CONDENSATE PIPE ROUTING IN FIELD WITH GAS PIPING AND OTHER EQUIPMENT. G. GUTTING OF ROOF, INSTALLATION OF CURDS, AND PATGHING OF ROOF 5HALL 13E BY ONNER 5 ROOFING CONTRAGTOR AND PAID FOR BY HVAG GONTRAG'rOR TO MAINTAIN ROOF WARRANTY. D. ROOF CURB5 SHALL HAVE A BASE THAT FITS 5LOPE OF ROOF AS REQUIRED. TOP OF GURD SHALL BE LEVEL. SEE APGHITECTURAL / 5TRUGTURAL PLANS FOR SLOPE AND 5TRUGTURE INFORMATION. E. ALL ROOF TOP EQUIPMENT SHALL BE LOCATED A MINIMUM OF 10'-0" ANAP FROM THE ROOF'5 EDGE. F. MAINTAIN A MINIMUM I0'-0" 13ETVEEN OUTDOOR AIR INTAKES AND EXHAUST FAN DISCHARGE AND PLUMBING VENTS, ETC. FIELD COORDINATE. G. ALL EQUIPMENT SHALL BE LABELED ACCORDING TO NUMBERING / IDENTIFIGATION 5Y5TEM PER PLANS. H. GOORDINATE EXACT LOCATION OF ALL ROOF MOUNTED EQUIPMENT WITH 5TRUGTURAL PLANS, 5PEGIALLY-DE5IGNI D ,FOISTS, ETC. I. CONTRACTOR SHALL REMOVE ALL FXI5TIN6 ROOFTOP EQUIPMENT AS INDICATED AND NOT REQUIRED FOR THIS PROJECT LOCATED OVER THE DIGK'5 SPORTING GOODS TENANT 5PAGE, INGLUDING ROOF GURB5. NOTE T14AT ALL EQUIPMENT MAY NOT BE SHOWN. CONTRACTOR SHALL REMOVE EQUIPMENT, PATCH, AND REPAIR ROOF AND DECK. TO MATCH EX15TINO CONDITIONS, INCLUDING INSULATION. ALL ROOFING NOW SHALL BE BY OWNERS ROOFING CONTRACTOR AND PAID FOR BY H.V.A.C. GONTRAGTOR TO MAINTAIN ROOF NARRANTY. J. REFER TO DRAMINC, 142.2, H.V.A.G. GENERAL DEMOLITION NOTES FOR ADDITIONAL INFORMATION ON EG"IPMENT AND SYSTEMS TO BE REMOVED. K. GONTRAGTOR SHALL MAINTAIN ALL EXISTING ROOFTOP EQUIPMENT REQUIRED FOR THE LONER LEVEL AND LANDLORD AREAS ON THE UPPER LEVEL. NOTE THAT ALL EQUIPMENT MAY NOT BE SHOWN. CONTRAGTOR SHALL FIELD VERIFY ALL EXISTING EQUIPMENT T14AT 15 REQUIRED To REMAIN FOR THESE AREAS. L. GONTRAGTOR SHALL PERFORM ROUTINE SERVIGE IN5PEGTION OF EXISTING RV.A.G, ROOFTOP UNITS TO BE REUSED FOR THIS PROJEGT TO SERVE THE LANDLORD AREAS (UPPER AND LONER LEVEL5). LUBRICATE BEARINGS, SERVICE CONTROL 5Y5TEM5, REPLACE FAN DELT5 AS REQUIRED, GLEAN AND COMB EVAPORATOR AND 6ONDEN5ER GOIL5, GLEAN CONDENSATE DRAIN AND PAN AND INSTALL NEN FILTERS IN EACH UNIT. CONTRACTOR SHALL FIELD VERIFY REFRIGERANT CHARGE AND NOTIFY OWNER IF THE GHARGE 15 LE55 THAN THE MANUFAGTURER°5 5PEGIFIGATION. SUBMIT 5ERVIGE REPORT TO ONNER INDIGATING CONDITION OF C UNIT AND REPORT ANY MAJOR COMPONENT FAILURES OR MALFUNGTION5. REPORT SHALL INCLUDE G05T TO REPAIR ALL ITEMS ABOVE AND BEYOND THE ITEMS L15TED ABOVE. EQUIPMENT SHALL BE PLACED IN FULL OPERATION WITH GONTROL5 CALIBRATED UPON GOMPLETION OF PROJEGT. FOR ANY ITEMS THAT NEED REPLACEMENT, CONTRACTOR SHALL FIRST INSPECT THE EXISTING UNIT5 TO BE REMOVED TO CONFIRM IF ANY PARTS FROM THOSE UNITS GAN BE USED ON THE UNIT5 THAT REMAIN. — ...._; V.I. d '�f f j � � � � ✓VV °S 9 0 '�`✓ t-%*." L q Design and construotson documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project named here(n is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue - --- 1/ 0/2012 BID/PERMIT 02/1(0/2012 ® ^UDEN UU9 IA w N ue + p u �o ai ® � a 6 � fl- 43 si-6 US 6a 6 v a o -O L_ t CS O E Ci N O ai p � et v 6 ml 6 6 O V 6 N 6 e� ® s iii m L O VS p N s 6 U c uo � 6 v� 2if] Drawn By; rriId Project No., 13101.00 CD 0 0 0 SECONDARY ROOT LL / i I I I, it I I I I I I I I I �— o ILll1[ I I CDI3PLA' I �--- — DISPLAY L --- — — — J C WA'D'E SPORTS I = 1 ® F_ _—._ _. PLUMBING C® T o O LEGEND I. RA15E EXI5TING RAIN GONDUGTOR5 AND 5. ROUTE 6A5 PIPING ALONG WALL AT 6'-O" OVERFLOW RAIN CONDUCTORS TO BE AS H16H AS ABOVE GRADE. GOORDINATE WITH EXI5TING POSSIBLE WITHIN OR THROUGH 5TRUGTURE WHILE GONDUIT5. MAINTAINING PROPER SLOPE. INSULATE WHERE SANITARY VENT REUUIRED TO MATCH EXI5TIN6. SIZES TO BE 6. SLEEVE AND 5EAL THROUGH WALL, WEATHERTI6HT. VERIFIED IN FIELD. DOME -5T I G NOT NATER -- --- — RHW — --- — 1. 2" GAS UP TO FIRST FLOOR, REFER TO PLUMBING 2. GLEAN EXISTIN6 TRENCH DRAIN AND IN5URE FLOOR PLAN ON THI5 DRAWING FOR GONTIWATION. PROPER DRAINA6E'BYY FLU5HIN6 WITH WATER, A NATURAL 6A5, LON PRE55URE MINIMUM OF FIVE (5) [ALLON5 PER MINUTE FOR r3. 2" GAS UP FROM LOWER LEVEL, REFER TO FOUR (4) HOURS. PLUMBING- PLAN LOVER LEVEL ON THI5 PRANIN6. 3. EX15TINO GA5 METER TO BE MAINTAINED. MODIFY G. 2" 6A5 UP THROUGH, REFER TO PLUMBIN6 ROOF EXI5TIN6 (5A5 PIPING A5 REQUIRED THAT EXTEN05 PLAN DRAWIN6 P3.0 FOR CONTINUATION. INTO NEW DIGK'5 TENANT 5PAGE. MOVE/5HIFT 13ALANGIN6 VALVE PIPING- 50 THAT 6A5 R15ER 15 NOT ON 5ALE5 GHEGK VALVE FLOOR OR OFFICES, RA15E ALL PIPING WITHIN 6A5 SHUT OFF VALVE DIGK15 5PAGE UP WITHIN J015T 5PAGE. FIELD 6A5 PRE55URE REDUGIN6 VERIFY EXISTING- ROUTING OF PIPING-. REGULATOR VALVE 4. NEW 6A5 METER FURNISHED AND INSTALLED BY CONNECT TO EXI5TIN6 FLORIDA PUBLIC UTILITIES, 2 P516 OUTLET INDICATES G -,ODE I) NOTE PRESSURE WITH A CONNECTED LOAD OF 1612 GFH. MECHANICAL CONTRACTOR P.G. TO PAY ALL FEES REQUIRED FOR 6A5 METER 111r_'AI I ATJ^td ELECTRICAL CONTRACTOR PLUMBING M i OO 7 PLAN SECTION A -A I. WALL ASSEMBLY -THE 1,2,3 OR 4 HOUR FIRE -RATED 6YP5UM WALLBOARD/ 5TUD A55EMBLY SHALL BE GON5TRUGTED OF THE MATERIALS AND IN THE MANNER DE5GRIBED IN THE INDIVIDUAL U300 OR U400 SERIE5 WALL OR PARTITION DENON5 IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. 5TUD5 !MALL FRAMING MAY CONSIST OF EITHER. W00D STUDS (MA)(IMUM 2 HR FIRE RNI-ED A55EMBLIES) OR 5TEF_L CHANNEL 5TUD5. VIOOD 5TUD5 TO GON515T OF NOMINAL 2 BY 4 INGH LUMBER SPACED 16 INCHES ON CENTER WITH NOMINAL 2 BY 4 INCH LUMBER END PLATE5 AND CRO55 BRAGE5. STEEL 5TUD5 TO BE MINIMUM 3-5/8 INGHE5 BY 1-3/8 INCHES DEEP GHANNEL5 5PAGED MAXIMUM 24 INGHE5 ON CENTER. B. WALLBOARD, GYPSUM* - NOMINAL 1/2 OR 5/0 INCH THIGK, 4 FEET WIDE WITH 5QUARE OR TAPERED E06E5. THE 6YP5UM WALLBOARD TYPE THIGKNE55, NUMBER OF LAYS, FASTENER TYPE AND 5HEET ORIENTATION SHALL 13E AS SPECIFIED IN THE INDIVIDUAL U300 OR 0400 SERIES DESIGN IN THE UL FIRE RE515TANGE DIREGTORY. MAXIMUM DIAMETER OF OPENING 15 I3-1/2 INGHE5. 2. PIPE OR CONDUIT - NOMINAL 1.2 INCH DIAMETER (OR SMALLER 5GHFDULE 10 (OR HEAVIER) STEEL PIPE, NOMINAL 6 INCH DIAMETER (OR 5MALLER RI611) STEEL GONDUIT, NOMINAL 4 INCH DIAMETER (OR SMALLER STEEL E.M.T., NOMINAL 4 INCH DIAMETER (OR SMALLER TYPE L (OR HEAVIER COPPER PIPE OR NOMINAL I INCH DIAMETER (OR 5MALLER FLEXIBLE STEEL CONDUIT. WHEN COPPER PIPE OR FLEXIBLE STEELS GONDUIT 15 USED, MAXIMUM F RATING OF FIRE5TOP 5Y5TEM (ITEM 3) 15 2 HOUR. STEEL PIPES OR GONDUIT5 LAR6ER THAN NOMINAL 4 INCH DIAMETER MAY ONLY BE USED IN WALL5 GON5TRUGTED U51% STEEL GHANNEI.. 5TUD5. A MAXIMUM OF ONE PIPE OR CONDUIT 15 PERMITTED IN THE FIRE5TOP 5Y5TEM. PIPE OR GONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY WIDTH AND TD 13E RIGIDLY SUPPORTED ON BOTH 51DE5 OF WALL A55EMBLY. 3. FILL, VOID OR CAVITY MATERIAL'a-GAULK - CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR 5PAGE BETWEEN PIPE OR CONDUIT AND 6YPSUM VIALLBOARD AND WITH A MINIMUM 1/4 INCH DIAMETER BEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR CONDUIT AT ITS EGP.E55 FROM FROM THE HALL, CAULK INSTALLED SYMMETRICALLY ON BOTH SIDES OF WALL A55EMBLY . THE HOURLY F RATIN6 OF THE FIRE5TOP SYSTEM 15 DEPENDENT UPON THE HOURLY FIRE MATING OF THE PIALL A55EM13LY IN WHICH IT 15 IN5TALLED, A5 5HOWN IN THE FOLLOWIN6 TABLE. THE HOURLY T RATING OF THE FIRE5TOP 5Y5TEM 15 DEPENDENT UPON THE TYPE OR 517..E OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING- OF THE WALL ASSEMBLY IN WHICH IT 15 IN5TALLED, A5 TABULATED BELOW: MAXIMUM PIPE ANNULAR F T OR CONDUIT 5PAGE, RATING RATING DIAMETER, INCH INGH }-TOUR HOUR 1 O TO 3/16 1 OR 2 0+, 1 OR 2 1 1/4 TO 1/2 3OR4 3OR4 4 O TO I/4 1 OR. 2 O 6 1/4 TO 1/2 3 OR 4 O 12 3/16 TO 3/b I OR 2 O +YgHEN GOPPER PIPE 15 U5M T RATING 15 O H. MINNE50TA MINING 4 MANUFACTURING COMPANY TYPE5 GP -25,5/L, GP -25 A/5, GP -25 Y15, GP -25 NE3+ PENETRATIONS BY PIPE -5, CONDUIT, AND DUGT 5 5HALL BE PROTEGTED BY A 5Y5TEM WHIGH HAS A F P.ATIN6 AT LEA5T EQUAL TO THE REQUIRED FIRE RE515TANGE RATING OF THE A55EMMDLY BEING PENETRATED. INDEARIN6 THE UL GLA551FIGATION MARKIN6 UL SYSTEM 1 P' -O (FORMERLY 5Y5TEM NO. 14i -A) F RATING - I, 2, 3 4 4 HOUR PLUMBING LEGEND EXI5TIN6 UTILITY AS INDIGATED — —5AN — - SANITARY 5EAIER SELON GRADE OR FLOOR SAN 5ANITARY 5EHER ABOVE GRADE ------V ---@--- SANITARY VENT — - — ON — - — DOMESTIC GOLD HATER — -- — HH — - — DOME -5T I G NOT NATER -- --- — RHW — --- — DOME5TIG REGIRGULATIN6 HOT HATER GD CONDENSATE DRAIN 6 NATURAL 6A5, LON PRE55URE RP6-2 RE6ULATW RE 6A5-2# D DRAIN F FIRE PROTEGTION r 5HUT OFF VALVE r 13ALANGIN6 VALVE —i � GHEGK VALVE 6A5 SHUT OFF VALVE ' 6A5 PRE55URE REDUGIN6 REGULATOR VALVE GTX CONNECT TO EXI5TIN6 O INDICATES G -,ODE I) NOTE M.G. MECHANICAL CONTRACTOR E.G. ELECTRICAL CONTRACTOR P.G. PLUMBIN6 CONTRACTOR F. P. FIRE PROTEGTION CONTRACTOR 6.G. 6ENERAL CONTRACTOR VTR VENT THRU ROOF FGO FLOOR GLEAN OUT 640 6RADE GLEAN OUT HGO WALL GLEAN OUT FD FLOOR DRAIN PRV PRESSURE REDUCIN6 VALVE 13FP BAGKFLOW PREVENTER INV. INVERT A.F.F. ABOVE FINI5HED FLOOR M.V. MIXING VALVE (THERYIO5TATIG) RG RAIN CONDUCTOR ORG OVERFLON RAIN CONDUCTOR ___L I d��°a P Y k 44L M_ a � bvo Q US C`w� A 0 y f� I� Design and construction documents as Instruments of service are given in confidence and remain the property of Herschman Architects, The use of this design and these construction documents for purposes 'other then the specific project named herein is strictly prohibited without express€ad written consent of Herschman Architects, Incorporated. Date Issue 01/50/2012 E31 D/PERMI T ® �I 02/16/2012 APPENOUM I r. 03/22/2012 REVIVON 2 04/02/2012 REY1510N 3 04/25/2012 RE\11510N 4-A4 l i I � I � 1 w I i o� o - � 6m 6.N s O L —O O US E � — 6 U3 4 U, Q 2 O v I U) 4ll c 6 Tu Al Drawn By: YNA EXI5TIN6:2 b°" R15ER KITH BUTTERFLY VALVE AND FLON 5NITGH. d CODED NOTES: EXI5TIN6 THROUGH FLOOR. 10 II ® EXI5TIN6,-., DOUBLEGHEGK DETECTOR A55EM13LY BAGKFLON PREVENTER WITH TAMPER 5NITGH ON EACH 5HUT OFF VALVE. X1- (211 EX15"TING SHUT-OFF VALVE HITI-I TAMPER ® ® SHITCH. ® EXI5TIN6 MAIN DRAIN VALVE. 1X1 - X bat .X,- Gee ® EX15TIN6 INCOMING EIRE PROTECTION NATER 5UPPLY. ® EXI5TING FIRE DEPARTMENT CONNECTION. a � ® OF5 F5® EXISTING FLON 5NITG14. ® ® ® ® ® EX155TIN6 ATTER-FLY VALVE KITH TAMPER 5NITGH. 1 �E�X�15�TTIIW�v? Q TO LANDLORD 5PAGE ON ® ® ® FIRST FLOOR. Q2 EXI5TI% FIRE PROTEGTION 5Y5TEM TO BE Vit I ALTERED TO BE A DEDICATED 5Y5TEM FOR 13 DICK°5 5PORT116 60095. 11 EXISTING FIRE PROTECTION 5Y5TEM TO BE 1 ALTERED TO BE A DEDICATED 5Y5TEM FOR 5E60ND FLOOR LANDLORD 5PAGE. 12 EXI5TIN6 150LATION GHEGK VALVE KITH AUTO BALL DRIP. ,X, �„ — -� O 13 EXI5TIN6 5Y5TEM DRAIN PIPED THROUGH 1 EXTERIOR HALL. NOTES: A. FIRE PROTECTION HATER 5ERVIGE 51ZE TO BE DETERMINED 13Y FIRE PROTECTION GONTRACTOR BY HYDRAULIC GALGULATION5 PRIOR TO THE 5TART OF NORK. B. TH15 DIAGRAM 15 INTENDED TO DEFINE THE OVERALL 5GOPE OF NORK AND MAY. NOT INDICATE ALL APPURTENANGE5 REQUIRED BY NFPA 13. 5GALE: NONE 01 4 a V w Q) w a� 0VA /4 v sA 5 Design and construction documents as Instrumonta of service are given In confidence and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the specific project reamed heroin is strictly prohibited without enprossod written consent of Hersohmen Architects, Incorporated. Date Issue 1/50/2012 E31D/ MIT 02/16/2012 ® ADDENDUM w c� EXISTING BAr-KFLOV4----- SPRINKLER ROOM U EXI5TIN6 bxb ELBOW GTX — FIRE PROTFGTION CONTRACTOR SHALL ALTER PIPING AND ALARM DEVIGE5 A5 REQUIRED TO HAVE A DEDIGATED 5Y5TEM FOR DICKS 5PORTIN3 GOOD5, INGLUDIN6 THE RECEIVING AREA FOR DICKS 5PORTIN6 G0005 ON THE LONER LEVEL. CONTRACTOR 514ALL VERIFY THROUGH HYDRAULIG CALCULATION THE INCOMING EIRE 5Y5TEM 15 ADEQUATE FOR DEN51TIE5 REQUIRED FOR DICKS 5PORTIN6 GOODS. X EXI5TIN6 ALARM GHEGK VALVE 5ERVING LOUR LEVEL AND FIRST FLOOR V E5"T, EXISTING b° R15ER KITH BUTTERFLY VALVE AND FLON 5NITGH. EXI5TIN6 ALARM GHEGK VALVE 5ERVIN6 LONER LEVEL AND FIR5T FLOOR EAST. EXI5TING 3° CH TO BE A DEDICATED 5Y5TEM FOR THE LANDLORD 5PAGE5. CONTRACTOR TO REMOVE AND GAP ALL PIPING GOING UP INTO DICKS 5PORTINC7 60005. 2"° HATER METER AND RPZ BAGKFLON PREVENTER ON DEDICATED LINE TO DICKS 5PORTIN6 60OD5, REFER TO INCOMING HATER SERVICE PIPING DIAGRAM ON WANING P2.0. 2° GN UP TO FIRST FLOOR, REFER TO DRANIN& P2.0 FOR CONTINUATION. EXI5TING FIRE DEPARTMENT GONNEGTION. EXISTING MEN'S ROOM a w, * -95 D PARTIALPLUMBING PLAN Im L 5GALE; 1/4"t = 1'-0" FOR GOLUMN 6RI9 ONLY, ROOMS ARE NOT TO SCALE 25001 EMERY ROAD, SUI`rE 400 CLEVELAND, OH 44128 DESIGN OF MECHANICAL, ELECTRICAL McHENRY ASSOCIATES, INC. TEL (216) 223-3200 AND PLUMBING EQUIPMENT RESTRAINT FAX (216) 22:3-3210 SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS www.herachmanarchitects.c®m FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 ENLARGED PLAN, MANUFACTURER AND AS REQUIRED FOR ALL ALL APPLICABLE CODES. phone: (216) 292-4696��� LOWER (216) 292-5874 GOhITRFtGTC7R IwIUST VERIFY Email: MAI L@MCHENRYASSOCIATES.COM ALL GLEARANGE5 AND P 1 1---- DIHENF�I0N5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 M 0 M 0 41 SUPPLY FIN15H FLOOR LINES AT GMU WALLS 50 THAT PLUMBING LINES ARE PLAGED IN WALL DURING CMU WALL GON5TRUGTION. CUTTING AND PATGHING OF GMU WALL5 IN PLACE WILL NOT BE PERMITTED. NOTE: 6. FIELD VERIFIGATION: FIELD VERIFY EXISTING GONDITION5 BEFORE STARTING A. INSULATE ALL EXP05W WASTE AND GONSTRUGTION AND NOTIFY THE ARGHITEGT/ENGINEER OF REGORD OF ANY SUPPLY PIPING UNDER SINK WITH LAV D15GREPANGIE5 BETWEEN THE GON5TRUGTION DOCUMENTS AND EXISTING GUARD 2E -Z SERIES PIPE GOVERS BY CONDITIONS AND/OR ANY POTENTIAL PROBLEMS OBSERVED BEFORE TRUEBRO OR EQUAL. CONTINUING WORK IN THE EFFEGTED AREAS. B. REFER TO ARGHITEGTURAI.. INC -5 1. PLUMBING 5Y5TEM5 INCLUDE, BUT ARE NOT LIMITED TO: FOR ADA GLEA E5. - PLUMBING FIXTURES AND EQUIPMENT - FIRE STOPPING - 90ME5TI , WATER SYSTEM - SANITARY WASTE AND VENT SYSTEM - 6A5 SYSTEM BREAK ROOM SINK DETAIL - ROOF / STORM DRAINAGE'2q® SGALE: NONE DOMESTIC WATER PIPING: I. FURNISH AND INSTALL A COMPLETE 5Y5TEM OF HOT AND GOLD WATER, AND WASTE PIPING FROM EXISTING 5UPPLIE5 TO ALL FIXTURES AND/OR EQUIPMENT REQUIRING THI5 5ERVIGE. VERIFY LOCATION OF POINT OF GONNEGTION TO ALL UTILITIES, NEW AND EXISTING. 2. DOME5TIG WATER PIPING BELOW GRADE: 5GHEDULE 40 GPVG PIPE. NO JOINTS. 3. DOMESTIC WATER PIPING AND JOINT5 ABOVE GRADE: ® 1X1_ 311 5GHEDULE 40 GPVG PIPE WITH GLUED FITTINGS. I 4. STERILIZE: DOMESTIG WATER PIPING IN AGGORDANGE WITH THE AMERIGAN WATER WORK5 A550GIATION'5 5PEGIFIGATION5 AND LOGAL HEALTH DEPARTMENT REGULATIONS. 211 5. INSULATE DOME5TIG WATER PIPING ABOVE GRADE (EXGEPT EXPOSED GONNEGTION5 TO PLUMBING FIXTURES) WITH ENGINEERED POLYMER FOAM IXI_ 3°I INSULATION OR FIDERGLA55 WITH FITTING IN5ERT5 AND PVG GOVERS. FOLLOW THI5 5GHEDULE: ® °L/ 5ERVIGE PIPE 51ZE INS. THIGKNE55 I M 6 ><3— DOME5TIG HOT WATER BRANGH LINES DOME5TIG GOLD WAITER ALL 1/211 T -,,N n TYP. 6. DOME5TIG WATER PIPING INSULATION, .JAGKETS, GOVERINGS, SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET A FLAME-5PREAD RATING OF 25 OR LE55 AND A 5MOKE-DEVELOPED RATING OF 50 OR LE55, AS TESTED 13Y A5TM E64 (NFPA 255) METHOD. 1. DO NOT IN5TALL DOME5TIG (NATER PIPING IN AREAS 5UBJEGT TO FREEZING TEMPERATURES. INSTALL WATER PIPING IN INTERIOR WALLS ABUTTING EXISTING EXTERIOR WALLS. 6. SHUT OFF VALVE5: PROVIDE FULL PORT, BALL TYPE, AND INSTALL IN A LOCATION THAT PERMITS AGGE55 FOR 5ERVIGE WITHOUT DAMAGE TO THE BUILDIN5 OR FIN15HED MATERIALS. PROVIDE AGGE55 DOORS AS REQUIRED. q. PROTEGT GPVG PIPING AGAINST GONTAGT WITH MASONRY. WHERE GPVG 15 s 5LEEVED THROUGH MASONRY, PROVIDE METALLIG SLEEVES. 10. LABEL ALL WATER PIPING, IDENTIFYING TYPE OF 5ERVIGE. CTX CODED NOTES: �I EXI5TIN6 THROU614 FLOOR. ® SHUT OFF VALVE. ® EXI5TIN66RPZ' REDUGED PRESSURE BACKFLOW PREVENTER. ® `RPZ' REDUCED PRE55URE BAGKFLOW PREVENTER, WATTS NO. gOgMIQT-S, 2°', PIPE RELIEF PORT FULL 51ZE THROU6H EXTERIOR WALL OF BUILDING AND TURN DOWN TOWARDS ® EXISTING INGOMIN6 WATER 5ERVIGE. ©2 50 -METER, INSTALL PER WATER DEPARTMENT REQUIREMENT5. DEDICATED TO LOWER LEVEL, PLUMBING GONTRAGTOR TO CONFIRM. ® SLEEVE AND SEAL THROUGH FLOOR 261 DIDICATED TO DICK'S 5PORTIN6 GOODS. NOTE: 1XI_ 3" //�® S ® EXI5TIN6, METER LOCATED ON 51TE TO BECOME LANDLORD METER. k' " .�' ,kk1G4II F ..:, a V 1.1 s k9„ :�Ry '' B 1�G •� M�^ 1ST -a 7�0r , r . 1.ya PLUMBINGAL NOTES GORED NOTES: NUT —ORT GENERAL REGUIREMENT5: SHUT OFF VALVE - LOCKING NUT I. GENERAL AND SPECIAL CONDITIONS: GENERAL AND 5PEGIAL GONDITION5 ARE 1 HEAVY DWfAN6ER UTY GHEGK VALVE TYPIGA HEREBY MADE AN INTEGRAL. PART OF THIS DIV1510H OF THE 5PEGIFI6ATION5 �''— GLEVI5 HANGER EXPAN51ON TANK AMTRO. I. PROVIDE COMPLETE FIXTURE -5 WITH TRIM AND INGLUDE SUPPLIES, 5TOP5, IN50FAR AS SAME ARE APPLIGABLE TO THE WORK UNDER TH15 DIVI510N AND NO. ST -5 WITH UNION VALVES, FAUGET5, DRAINS, TRAPS, TAIL PIECES, ESGUTGHEON5, ETG. 1 UNLESS OTHERN15E 5PEGIFIED. FIRE STOPPING: ®DIELECTRIC 2. 509PE. PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REGUIRED FOR THE 2 TYPICAL I. FIRE STOP ALL PENETRATION5, BY PIPING OR GONDUITS, OF FIRE RATED WALLS, COMPLETION AND OPERATION OF ALL SYSTEMS IN THI5 5EGTION OF WORK IN 16 6A. ZING GOATED FLOORS AND PARTITIONS. PROVIDE A DEVIGE(5) OR 5Y5TEM(S) WHIGH HAS BEEN ® AGGORDANGE WITH ALL APPLIGABLE GORES. TESTED AND LISTED AS GOMPLYING WITH A5TM E -D14 AND INSTALL IN AGGORDANGE (COPPER PIPE) 3. PERMITS: APPLY FOR AND PAY FOR ALL NEGE55ARY PERMITS, FEE -5, AND ® TEMPERED HI AN RATING EQUAL TO THE RATING OF THE A55EMBLY BEING PENETRATED. IN5PEGTION5 REQUIRED BY ANY PUBLIG AUTHORITY HAVING JURI5DIGTION. DRAIN PAN WITH DRAIN SANITARY WASTE AND VENT PIPING: SUPPORT DETAIL OPENING, SIZED TO FIT BELOW HEATER. I. FURNISH AND INSTALL GOMPLETE 5Y5TEM5 OF 501L, WA5TEr AND VENT PIPING THERMOSTAT 4. WARRANTY: PROVIDE ALL MATERIALS AND EQUIPMENT UNDER THI5 5EGTION 2 VALVE, PON! AND VENT LINES SHALL BE CONGEALED IN THE BUILDING GON5TRUGTION WHERE OF THE SPEGIFIGATION5 WITH A ONE YEAR WARRANTY FROM THE DATE OF WATTS NO. IOOXL-4-125. HYDROGUARI o/ AGGEPTANGE OF WORK BY THE OWNER. LM4g5, A55E 5. GOORDINATION: VERIFY ALL ROUGH -IN LOGATION5 AND COORDINATE PIPING WITH 211 AIR (7AP PIPING 15 INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. AND EQUIPMENT LOCATIONS WITH WORK UNDER OTHER DIVISIONS OF THE HW SUPPLY - ® 5PEGIFIGATION5 TO AVOID GONFLIGT5. CONTRACTOR MUST GOORDINATE WITH 3. SANITARY WASTE AND VENT PIPING AND FITTIN65: 5ERVIGE WEIGHT GAST IRON, PLATFORMWITH 2-1/211 x OTHER TRADES FOR ALL 5TRUGTURE5, PIPING, CONDUIT, DUGTWORK, LIGHTING, 2-I/2 x I/2 ANGLE IRON PIPING WITH GOUPLIN66 (GI5PI 301). ETG. TO PROPERLY BE INSTALLED. ANY GONFLIGT5 SHALL BE RESOLVED AT BRACKETS. STOP VALVE l0 NO CHARGE TO THE OWNER. COORDINATE INSTALLATION OF ALL PLUMBING 4. IF PERMITTED BY LOGAL GODE5, 5GHEDULE 40 PVG (A5TM D 2665) WITH SUPPLY FIN15H FLOOR LINES AT GMU WALLS 50 THAT PLUMBING LINES ARE PLAGED IN WALL DURING CMU WALL GON5TRUGTION. CUTTING AND PATGHING OF GMU WALL5 IN PLACE WILL NOT BE PERMITTED. NOTE: 6. FIELD VERIFIGATION: FIELD VERIFY EXISTING GONDITION5 BEFORE STARTING A. INSULATE ALL EXP05W WASTE AND GONSTRUGTION AND NOTIFY THE ARGHITEGT/ENGINEER OF REGORD OF ANY SUPPLY PIPING UNDER SINK WITH LAV D15GREPANGIE5 BETWEEN THE GON5TRUGTION DOCUMENTS AND EXISTING GUARD 2E -Z SERIES PIPE GOVERS BY CONDITIONS AND/OR ANY POTENTIAL PROBLEMS OBSERVED BEFORE TRUEBRO OR EQUAL. CONTINUING WORK IN THE EFFEGTED AREAS. B. REFER TO ARGHITEGTURAI.. INC -5 1. PLUMBING 5Y5TEM5 INCLUDE, BUT ARE NOT LIMITED TO: FOR ADA GLEA E5. - PLUMBING FIXTURES AND EQUIPMENT - FIRE STOPPING - 90ME5TI , WATER SYSTEM - SANITARY WASTE AND VENT SYSTEM - 6A5 SYSTEM BREAK ROOM SINK DETAIL - ROOF / STORM DRAINAGE'2q® SGALE: NONE DOMESTIC WATER PIPING: I. FURNISH AND INSTALL A COMPLETE 5Y5TEM OF HOT AND GOLD WATER, AND WASTE PIPING FROM EXISTING 5UPPLIE5 TO ALL FIXTURES AND/OR EQUIPMENT REQUIRING THI5 5ERVIGE. VERIFY LOCATION OF POINT OF GONNEGTION TO ALL UTILITIES, NEW AND EXISTING. 2. DOME5TIG WATER PIPING BELOW GRADE: 5GHEDULE 40 GPVG PIPE. NO JOINTS. 3. DOMESTIC WATER PIPING AND JOINT5 ABOVE GRADE: ® 1X1_ 311 5GHEDULE 40 GPVG PIPE WITH GLUED FITTINGS. I 4. STERILIZE: DOMESTIG WATER PIPING IN AGGORDANGE WITH THE AMERIGAN WATER WORK5 A550GIATION'5 5PEGIFIGATION5 AND LOGAL HEALTH DEPARTMENT REGULATIONS. 211 5. INSULATE DOME5TIG WATER PIPING ABOVE GRADE (EXGEPT EXPOSED GONNEGTION5 TO PLUMBING FIXTURES) WITH ENGINEERED POLYMER FOAM IXI_ 3°I INSULATION OR FIDERGLA55 WITH FITTING IN5ERT5 AND PVG GOVERS. FOLLOW THI5 5GHEDULE: ® °L/ 5ERVIGE PIPE 51ZE INS. THIGKNE55 I M 6 ><3— DOME5TIG HOT WATER BRANGH LINES DOME5TIG GOLD WAITER ALL 1/211 T -,,N n TYP. 6. DOME5TIG WATER PIPING INSULATION, .JAGKETS, GOVERINGS, SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET A FLAME-5PREAD RATING OF 25 OR LE55 AND A 5MOKE-DEVELOPED RATING OF 50 OR LE55, AS TESTED 13Y A5TM E64 (NFPA 255) METHOD. 1. DO NOT IN5TALL DOME5TIG (NATER PIPING IN AREAS 5UBJEGT TO FREEZING TEMPERATURES. INSTALL WATER PIPING IN INTERIOR WALLS ABUTTING EXISTING EXTERIOR WALLS. 6. SHUT OFF VALVE5: PROVIDE FULL PORT, BALL TYPE, AND INSTALL IN A LOCATION THAT PERMITS AGGE55 FOR 5ERVIGE WITHOUT DAMAGE TO THE BUILDIN5 OR FIN15HED MATERIALS. PROVIDE AGGE55 DOORS AS REQUIRED. q. PROTEGT GPVG PIPING AGAINST GONTAGT WITH MASONRY. WHERE GPVG 15 s 5LEEVED THROUGH MASONRY, PROVIDE METALLIG SLEEVES. 10. LABEL ALL WATER PIPING, IDENTIFYING TYPE OF 5ERVIGE. CTX CODED NOTES: �I EXI5TIN6 THROU614 FLOOR. ® SHUT OFF VALVE. ® EXI5TIN66RPZ' REDUGED PRESSURE BACKFLOW PREVENTER. ® `RPZ' REDUCED PRE55URE BAGKFLOW PREVENTER, WATTS NO. gOgMIQT-S, 2°', PIPE RELIEF PORT FULL 51ZE THROU6H EXTERIOR WALL OF BUILDING AND TURN DOWN TOWARDS ® EXISTING INGOMIN6 WATER 5ERVIGE. ©2 50 -METER, INSTALL PER WATER DEPARTMENT REQUIREMENT5. DEDICATED TO LOWER LEVEL, PLUMBING GONTRAGTOR TO CONFIRM. ® SLEEVE AND SEAL THROUGH FLOOR 261 DIDICATED TO DICK'S 5PORTIN6 GOODS. NOTE: 1XI_ 3" //�® S ® EXI5TIN6, METER LOCATED ON 51TE TO BECOME LANDLORD METER. k' " .�' ,kk1G4II F ..:, a V 1.1 s k9„ :�Ry '' B 1�G •� M�^ 1ST -a 7�0r , r . 1.ya PLATED BRASS PIPING, WITH MATCHING 5TOP5 AND E5GUTGHEON5. PROVIDE REMOVABLE TRAPS WITH INTEGRAL GLEAN -OUT PLUG FOR ALL. LAVATORIES. P2.0 5GALE. NOW 1 INSTALL GLEAN -OUTS IN A LOCATION THAT PERMITS AGGE55 FOR 5ERVIGE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS. GI FANOUT PLUGS SHALL BE INSTALLED IN AGGORDANGE WITH PLUMBING GORE REGUIREMENT5 AT EAGH GHAN6E IN DIREGTION. 5EI5MIG REQUIREMENTS: I. PROPERLY SUPPORT AND BRAGE VERTIGALLY AND HORIZONTALLY ALL PIPING, APPARATUS, EQUIPMENT, ETG. IN AGGORDANGE WITH APPLIGABLE GORES TO PREVENT EXGE551VE MOVEMENT DURING 5E15MIG GONDITION5. BAGKFLOW PREVENTION: I. VERIFY BAGK:FLOW PREVENTER REQUIREMENTS OF LOCAL AUTHORITY AND PROVIDE BAGKFLOW PREVENTION DEVIGE5 AS REQUIRED. GOORDINATE LOGATION WITH OTHER TRADES. WATER METER: I. VERIFY DOME5TIG WATER METER REQUIREMENTS OF LOCAL AUTHORITY AND PROVIDE DOME5TIG WATER METER AS REQUIRED. GOORDINATE LOGATION WITH OTHER TRADES. STORM DRAIN PIPING: I. PROVIDE GOMPLETE STORM WATER D'RAINAG'E SYSTEM AS INDIGATED ON DRAWINGS. INVERT ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED BEFORE STORM PIPING 15 INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. 2. STORM DRAIN PIPING AND FITTINGS: 5ERVIGE WEIGHT GAST IRON, HUB AND 5PI60T TYPE WITH GOMPRE55ION JOINTS (ASTM A 14) BELOW GRADE ANMOR NO -HUB PIPING WITH GOUPLING5 (6I5PI 301) ABOVE GRADE. 3. IF PERMITTED BY LOGAL GODE5, 56HEDULE 40 DWV PVC, (ASTM D 2665) WITH 5GHEDULE 40 50GKET-TYPE PIPE FITTING5 (ASTM D 3311) MAY BE U5ED BELOW FIRST FLOOR 5LAI3. 4. STORM DRAIN PIPING IN5ULATION, JAGKET5, GOVERIN65, 5EALER5, MA5TIG5 AND ADHESIVES ARE REQUIRED TO MEET A FLAME-5PREAD RATING OF 25 OR LE55 AND A SMOKE -DEVELOPED RATTING OF 50 OR LESS, AS TESTED BY A5TM Eb4 (NFPA 255) METHOD. 5. IN5TALL GLEAN -OUTS IN A LOCATION THAT PERMITS ACGE55 FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS. - I I WELD5 BENT STRAP 1 1/2" OVER VERT. LE65 c ANGLE5 BOTTOM GHORD OF 5TEEL JOIST HANGER NUT ONE ANGLE ON EACH 51DE OF WED MEMBERS REST ON TOP OF BOTTOM GHORD5 STEEL JOISTS BETWEEN PANEL POINTS, 51ZE FOR LOAD HANGER ROD GORED NOTES: NUT —ORT ID SHUT OFF VALVE - LOCKING NUT NUT TYPIGAL 1 HEAVY DWfAN6ER UTY GHEGK VALVE TYPIGA FIXTURES: �''— GLEVI5 HANGER EXPAN51ON TANK AMTRO. I. PROVIDE COMPLETE FIXTURE -5 WITH TRIM AND INGLUDE SUPPLIES, 5TOP5, UR -A NO. ST -5 WITH UNION VALVES, FAUGET5, DRAINS, TRAPS, TAIL PIECES, ESGUTGHEON5, ETG. 1 CONNECTION. FIRE STOPPING: ®DIELECTRIC UNION - 1 2 TYPICAL I. FIRE STOP ALL PENETRATION5, BY PIPING OR GONDUITS, OF FIRE RATED WALLS, 1 16 6A. ZING GOATED FLOORS AND PARTITIONS. PROVIDE A DEVIGE(5) OR 5Y5TEM(S) WHIGH HAS BEEN ® 10 6ALLON WATER TESTED AND LISTED AS GOMPLYING WITH A5TM E -D14 AND INSTALL IN AGGORDANGE (COPPER PIPE) HEATER WITH THE GONDITION5 OF THEIR LISTING. PROVIDE A DEVIGE(5) OR SYSTEMS) WITH 'F' ® 2-1/2” DEEP POLYSTYR& AN RATING EQUAL TO THE RATING OF THE A55EMBLY BEING PENETRATED. NO VAPOR BARRIER IN5ULATION DRAIN PAN WITH DRAIN SANITARY WASTE AND VENT PIPING: SUPPORT DETAIL OPENING, SIZED TO FIT BELOW HEATER. I. FURNISH AND INSTALL GOMPLETE 5Y5TEM5 OF 501L, WA5TEr AND VENT PIPING � T � P RELIEF VALVE FROM ALL PLUMBING FIXTURES, AND/OR OTHER EQUIPMENT. ALL SOIL, WASTE 2 1 AND VENT LINES SHALL BE CONGEALED IN THE BUILDING GON5TRUGTION WHERE FLOOR GRAIN2 WATTS NO. IOOXL-4-125. POSSIBLE. o/ PIPE RELIEF DRAIN PULL 51ZE TO JANITOR SINK 2. INVERT ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED BEFORE WASTE WITH 211 AIR (7AP PIPING 15 INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. ® MOUNT ON 3/4" PLYWOOL 3. SANITARY WASTE AND VENT PIPING AND FITTIN65: 5ERVIGE WEIGHT GAST IRON, PLATFORMWITH 2-1/211 x HUB AND 5PI60T TYPE WITH GOMPRE551ON J©(NTS (ASTM A -14) OP NO -HUB 2-I/2 x I/2 ANGLE IRON PIPING WITH GOUPLIN66 (GI5PI 301). BRACKETS. l0 26 6A. GALV. METAL 4. IF PERMITTED BY LOGAL GODE5, 5GHEDULE 40 PVG (A5TM D 2665) WITH STRAP. HRAP ONCE 5GHEDULE 40 5OGKET-TYPE PIPE FITTINGS (A5TM 0`3311) MAY BE USED. 00 NOT AROUND WATER HEATER INSTALL PVG PIPING IN RETURN AIR PLENUMS. AND SECURE TO WALL. 5, SLOPE SANITARY WASTE PIPING 2 1/2" AND SMALLER AT 1/4" PER FOOT MIN. D REGIRCULATIN6 PUMP SLOPE, SANITARY WASTE PIPING 3" AND LARGER AT 115" PER FOOT SLOPE MINIMUM. 6. WHERE WASTE PIPING 15 EXPOSED IN REST ROOM AREAS, PROVIDE CHROME PLATED BRASS PIPING, WITH MATCHING 5TOP5 AND E5GUTGHEON5. PROVIDE REMOVABLE TRAPS WITH INTEGRAL GLEAN -OUT PLUG FOR ALL. LAVATORIES. P2.0 5GALE. NOW 1 INSTALL GLEAN -OUTS IN A LOCATION THAT PERMITS AGGE55 FOR 5ERVIGE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS. GI FANOUT PLUGS SHALL BE INSTALLED IN AGGORDANGE WITH PLUMBING GORE REGUIREMENT5 AT EAGH GHAN6E IN DIREGTION. 5EI5MIG REQUIREMENTS: I. PROPERLY SUPPORT AND BRAGE VERTIGALLY AND HORIZONTALLY ALL PIPING, APPARATUS, EQUIPMENT, ETG. IN AGGORDANGE WITH APPLIGABLE GORES TO PREVENT EXGE551VE MOVEMENT DURING 5E15MIG GONDITION5. BAGKFLOW PREVENTION: I. VERIFY BAGK:FLOW PREVENTER REQUIREMENTS OF LOCAL AUTHORITY AND PROVIDE BAGKFLOW PREVENTION DEVIGE5 AS REQUIRED. GOORDINATE LOGATION WITH OTHER TRADES. WATER METER: I. VERIFY DOME5TIG WATER METER REQUIREMENTS OF LOCAL AUTHORITY AND PROVIDE DOME5TIG WATER METER AS REQUIRED. GOORDINATE LOGATION WITH OTHER TRADES. STORM DRAIN PIPING: I. PROVIDE GOMPLETE STORM WATER D'RAINAG'E SYSTEM AS INDIGATED ON DRAWINGS. INVERT ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED BEFORE STORM PIPING 15 INSTALLED IN ORDER THAT PROPER SLOPES WILL BE MAINTAINED. 2. STORM DRAIN PIPING AND FITTINGS: 5ERVIGE WEIGHT GAST IRON, HUB AND 5PI60T TYPE WITH GOMPRE55ION JOINTS (ASTM A 14) BELOW GRADE ANMOR NO -HUB PIPING WITH GOUPLING5 (6I5PI 301) ABOVE GRADE. 3. IF PERMITTED BY LOGAL GODE5, 56HEDULE 40 DWV PVC, (ASTM D 2665) WITH 5GHEDULE 40 50GKET-TYPE PIPE FITTING5 (ASTM D 3311) MAY BE U5ED BELOW FIRST FLOOR 5LAI3. 4. STORM DRAIN PIPING IN5ULATION, JAGKET5, GOVERIN65, 5EALER5, MA5TIG5 AND ADHESIVES ARE REQUIRED TO MEET A FLAME-5PREAD RATING OF 25 OR LE55 AND A SMOKE -DEVELOPED RATTING OF 50 OR LESS, AS TESTED BY A5TM Eb4 (NFPA 255) METHOD. 5. IN5TALL GLEAN -OUTS IN A LOCATION THAT PERMITS ACGE55 FOR SERVICE WITHOUT DAMAGE TO THE BUILDING OR FINISHED MATERIALS. - I I WELD5 BENT STRAP 1 1/2" OVER VERT. LE65 c ANGLE5 BOTTOM GHORD OF 5TEEL JOIST HANGER NUT ONE ANGLE ON EACH 51DE OF WED MEMBERS REST ON TOP OF BOTTOM GHORD5 STEEL JOISTS BETWEEN PANEL POINTS, 51ZE FOR LOAD LAVATORY 5INK TEMPERED HW SUPPLY GW SUPPLY TRUEDRO LAV SHIELD SHEET METAL FLASHINGS (MOP IN w/ ROOFING MATERIAL) 12" /--- - TURN LEAD PIPE DOWN INTO 5TACK 1?OOFIN6 (®1 s r_ ROOF GON5TRUGTION ROOF SLEEVE GONSIRUGTION AS REQUIRED /ENT 5TAGK NOTES. A. ALL ROOF PENETRATIONS TO BE MADE SHALL BE IN GOMPLIANGE WITH ANY EXISTING ROOF AARRANTIF5. B. ANY VENT THAT 15 WITHIN 10' OF ANY DOOR, WINDOW OR EXHAUST OPENING SHALL EXTEND NOT LE55 THAN 3" ABOVE SUCH. VENT THRU ROOF X2,0 SALE: NONE BASED ON THE 2004 FLORIDA PLUMBING CODE SANITAR( HASTE FIXTURE UNIFS HANGER ROD HAN6ER RODL06KIN6 NUT —ORT (rawr i TY TOTAL F. U. LOCKING NUT NUT SUPPORT NUT 1 HEAVY DWfAN6ER UTY HEAVY DUTY G �''— GLEVI5 HANGER 2 a UR -A VAPOR BARRIER 2 1 2 INSULA`fION PIPE 2 1 2 LAV -A LAVATORY 1 16 6A. ZING GOATED 2 SHEET STEEL 5A99LE 150LATOR PAD AT LEAST b" LONG (COPPER PIPE) 4 GLEV15 HANGER GLEVI5 HANGER 51%LE HORIZONTAL RUN5 51N6LE HORIZONTAL RUNS NO VAPOR BARRIER IN5ULATION WITH VAPOR BARRIER INSULATION 4 PIPE SUPPORT DETAIL P20 5GALE: NONE LAVATORY 5INK TEMPERED HW SUPPLY GW SUPPLY TRUEDRO LAV SHIELD SHEET METAL FLASHINGS (MOP IN w/ ROOFING MATERIAL) 12" /--- - TURN LEAD PIPE DOWN INTO 5TACK 1?OOFIN6 (®1 s r_ ROOF GON5TRUGTION ROOF SLEEVE GONSIRUGTION AS REQUIRED /ENT 5TAGK NOTES. A. ALL ROOF PENETRATIONS TO BE MADE SHALL BE IN GOMPLIANGE WITH ANY EXISTING ROOF AARRANTIF5. B. ANY VENT THAT 15 WITHIN 10' OF ANY DOOR, WINDOW OR EXHAUST OPENING SHALL EXTEND NOT LE55 THAN 3" ABOVE SUCH. VENT THRU ROOF X2,0 SALE: NONE BASED ON THE 2004 FLORIDA PLUMBING CODE SANITAR( HASTE FIXTURE UNIFS MARK DE5GR I PT I ON FIXTURE UNITS (rawr i TY TOTAL F. U. HG -A WATER GL05ET 4 1 4 MG -13 HAND I CAPPED WATER CLOSET 4 2 a UR -A URINAL 2 1 2 UR -B HANDIGAPPED URINAL 2 1 2 LAV -A LAVATORY 1 2 2 LAV -13 HANDIGAPPED LAVATORY 1 4 4 SINK LOUNGE 5INK 2 1 2 55 5ERVIGE: 51 NK 2 1 2 EWG WATER GOOD 0.5 2 1 FD -1 FLOOR GRAIN2 2 4 TOTAL 35 F. U. NOTE: 4" SANITARY REQUIRED, MAXIMUM DFU ON 4" = Ibo DFU BASED ON THE 2004 FLORIDA PLUMBING CODE NATER SUPPLY FIXTURE UNITS MARK DESCRIPTION FIXTURE UNITS 61UMTITY TOTAL F. U. M -A WATER CLOSET 10 1 10 HG -13 HANDICAPPED WATER CLOSET 10 2 20 UR -A URINAL 5 1 5 UR -13 I-IANDIGAPPED URINAL 5 1 5 LAV -A LAVATORY 2 2 4 LAV -13 HANDIGAPPED LAVATORY 2 4 b SINK LOUN6E 5INK 4 1 1 4 55 5ERVIGE 5INK 1 3 EWG WATER GOOLER 0.25 2 0.5 TOTAL 51.5 - REFER TO DRAWING, PI.O FOR GONTINUATION. 3/4'1 I I FD -I VTR WGO - — — 111 �✓ �61 211 HG -E3 /4'I LAV -B LAV -A UR- A UR -B it - � l _ EWG-�I I� 4110 1,- 177 411 4" SAN DOWN tr — — - LAV S LA1/-A LArV-B / WG -A WG -B — PIPIW7 ABOVE FLOOR L IN PIPE SPACE. 3 g - 11 FD -I Vv MIDIVS I I I I F - I — — ROUTE PIPIN% A5 HIGH A5 P055113LE IN LOWER LEVEL GEILIN6 SPACE, UP WITHIN IMOIST SPACE. - TYP RITN A5 HIGH AS P0561BLE IN FIRST FLOOR GEILIN6 5TRUGTURE, - - GOORDINATE WITH LIGHTS, ROOF TOP HVAG UNITS, DUGT5, ETG. I I I I I L j >G �J _IIS O 6 : .. TS P2,056ALE: NONE ®W 2® W REQUIRED, MAXIMUM I Fu ON 2" = 140 ff5FU J, L J IUvv)U`.J`JUVUUIUU`>U`,wwUUI�)V� ���/ �/�,� III III I I 211 HUNTING EWH-1 MOUNTED ON 5HELF ABOVE 55, — - SHOWN OUT OF PLACE FOR CLARITY. 4" SAN DOWN TO LONER DIEL ':EI'v 1(") +,I 'El) �1 �: — — v —II III 1-1/'.211 -1 — - -- SAN ! — SAN j ®SAN % L S a®I® SAN® 91 -- 3" 3" -- ;�- ROUTE PIPING AS HI6H A5 01 �4..��1""HI .I-i�(' 11-ANE � III I RP -1 ---- POSSIBLE IN LOWER LEVEL - — 55 3 �' GEILIN6 5PAGE. - TYP I— —J 3/4" ..__ -._. - A I �I III " % — — i3/4 �BI - _ —. _ 91 - .. .. .__" --- ---- - _ — 2" ILu.w��. — — — � II III �—_____---� _—______ /4- (J rl------ ---- -���._ �I i ���i 1 ree --- --- -- v ----- GW — I Ill FL L_�l II -- -I It1 111 2" II L �RUi�A� HIGH POSSIBLE -IN FIRST = _ == == — — - — — _ — _ _ _ - _ _ _ _ _ _ _ _ - — BALANCE --_ TI G FLOOR GEILIN6 5TRUGTURE, ` �'`�' r — -j APM. INATE WITH LIWF5, ROOF TOP HVAC UNITS, DUCTS, ETG. I ROUTE PIPING A5 HI6FI AS III III I J P055113LE IN LOWER LEVEL CEILING SPACE. - TYPIII U2°' __—_--_ _— �<< .101 (c- -:U I II II II II II I I I I III III 311 Vl leT -- MAIN STOCK -1/216 SINK 11---1 rr --- 1I II II II II II II I Ill �� — — — — — — — — — L — — — _J 2'GW UP FROM LOWER LEVEL. I- viI i'9 a x NATURAL it PIPING REGOMMENDED SUPPORT SPAGIN6 FOR BLACK IRON 40 PIPE PIPE 5I7F DISTANCE BETWEEN (IN) 5UPPORT5 (FT) 1/2 6 3'/4 - 1 a 1-1/4 TO 2-1/2 10 3 4 LAR6ER 12 Af!%— >�� 411 II ET' , l L P2,056ALE: NONE ®W 2® W REQUIRED, MAXIMUM I Fu ON 2" = 140 ff5FU J, L J IUvv)U`.J`JUVUUIUU`>U`,wwUUI�)V� ���/ �/�,� III III I I 211 HUNTING EWH-1 MOUNTED ON 5HELF ABOVE 55, — - SHOWN OUT OF PLACE FOR CLARITY. 4" SAN DOWN TO LONER DIEL ':EI'v 1(") +,I 'El) �1 �: — — v —II III 1-1/'.211 -1 — - -- SAN ! — SAN j ®SAN % L S a®I® SAN® 91 -- 3" 3" -- ;�- ROUTE PIPING AS HI6H A5 01 �4..��1""HI .I-i�(' 11-ANE � III I RP -1 ---- POSSIBLE IN LOWER LEVEL - — 55 3 �' GEILIN6 5PAGE. - TYP I— —J 3/4" ..__ -._. - A I �I III " % — — i3/4 �BI - _ —. _ 91 - .. .. .__" --- ---- - _ — 2" ILu.w��. — — — � II III �—_____---� _—______ /4- (J rl------ ---- -���._ �I i ���i 1 ree --- --- -- v ----- GW — I Ill FL L_�l II -- -I It1 111 2" II L �RUi�A� HIGH POSSIBLE -IN FIRST = _ == == — — - — — _ — _ _ _ - _ _ _ _ _ _ _ _ - — BALANCE --_ TI G FLOOR GEILIN6 5TRUGTURE, ` �'`�' r — -j APM. INATE WITH LIWF5, ROOF TOP HVAC UNITS, DUCTS, ETG. I ROUTE PIPING A5 HI6FI AS III III I J P055113LE IN LOWER LEVEL CEILING SPACE. - TYPIII U2°' __—_--_ _— �<< .101 (c- -:U I II II II II II I I I I III III 311 Vl leT -- MAIN STOCK -1/216 SINK 11---1 rr --- 1I II II II II II II I Ill �� — — — — — — — — — L — — — _J 2'GW UP FROM LOWER LEVEL. I- viI i'9 a x NATURAL it PIPING REGOMMENDED SUPPORT SPAGIN6 FOR BLACK IRON 40 PIPE PIPE 5I7F DISTANCE BETWEEN (IN) 5UPPORT5 (FT) 1/2 6 3'/4 - 1 a 1-1/4 TO 2-1/2 10 3 4 LAR6ER 12 PIPE CLAMP, GONNEGT TO SUPPORT WITH I/2" x STAINLESS STEEL 5GREV OVERSIZE CLAMP TO AL PIPE TO EXPAND AND G( OAS PIPE, PAINT WITH TW COAT5 OF RU5T INHIBITIP SAFETY YELLOW PAINT pang • IllI ".� 1►x1 HGO NOTES: A. TRANSFORMER, FOR AUTOMATIC FAUCET IN GROUP TOILETS 5HALL BE LOGATED MOVE LAY -IN GEILIN6 OVER CORRIDOR. FIELD COORDINATE LOGATION WITH E.G. 13. FLOOR DRAINS TO HAVE TRAP PRIMER VALVE5. C. PROVIDE EXTENSION GABLES AS REQUIRED TO REMOTELY MOUNT GONTROL MODULE AND/OR SOLENOID FOR LAVATORY FAUCETS, A13OVE GEILIN6. (GONTROL MODULE WILL NOT FIT IN SHROUD BELOW LAVATORY). D. GORE DRILL AND 5EAL WATERTII;HT A THROUGH FLOOR. I" GW GAPPED FOR FUTURE. I" GW FROM LOWER LEVEL, REFER TO DRAWIN6 PI.I. r ��. � ,�_. � I ,� z � , �;� � �. 1 ° �� ~� � x . �.w.. I 5,� ;k ,� , ,I , C.J �.�..,. , ��.s „� � • 5GALE: 1/4" 1'-0" A� � �+ Ve � y c Design and construction documents as instruments of service are given In confidence and remain the property of Flerschman Architects. The use of this design and these construction documents fur purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Hersohrnan Architects, Incorporated. Date Issue 01/'30/2012 SID RMIT 02/16/2012 0 ADDENDUM II 05/22/2012 ®REV151 OIN 2 04/02/20 12 ®REV 1510N B 04/25/2012 0REVISIOiN 4 0 Drawn By; Y4AR Proiect No.: 15101.00 v �L�. GL�A�GEG � �rr1(�Ila iviHi�l�ivl�,i7tivltri�;��u1`,l�I�:a.�ulvl - DIMENSIONS IN �IEL_1a WIN® fIA�E iPEE®_ "1 `l Q MPI-( FLQRIDA �U�INESS #OQQ52�2 - I I T r ITEMS MARK ITEM MAKE MODEL LOCATION 51ZE BODY TOP REMARKS FD -I FLOOR J.R. 200549A SES PLANS AS NOTED GAST IRON NICKEL NICKEL BRONZE FLAT STRAINER AND 1/2" TRAP PRIMER TAP. DRAIN SMITH SERIES HG -A EHC BRONZE ELKAY HGO GLEANOUT J.R. 4402 HALL TYPE A5 NOTED CAST IRON 5TAIWE55 HITH 5TAINLE55 STEEL ACCESS COVER A5 REGUUIRED GOOLER SMITH 5ERIE-5 MOUNTED III STEEL. NFHH HALL J.R. 55OgI2T EXTERIOR 3/4" BRONZE 5TAINLE55 NON -FREEZE HITH VACUUM BREAKER, 3/4" N.P.T. OUTLET, SLOAN HYDRANT SMITH SERIES HALL: PER ARCHITECTURAL ORAHIN65. IBI STEEL 3/4" INLET IN 5TAINLE55 STEEL WALL BOX. HB H05E CHICAGO g52 HITH 3/4" BY ROOF 3/4" BRONZE CHROME CHROME PLATE FINISH. IN L VACUUM BREAKER. BIBS HALL MOUNTED HITH FLOOR MOUNTED FIXTURE SUPPORT, NOTE #1, #8, #9. H05F THREAD HATGH AMERICAN ALLBROOK PLATED REMOVABLE 'IT" HANDLE. HEATERWATER MARK ITEM MAKE MODEL TANK FUEL INPUT RECOVERY OPERATING ELECTRIC REMARKS 51ZE TEMPERATURE EM -1 HATER A.O.5MITH DEL -10 10 GAL ELECT. 2.0 KH 10 GPH 110 F 208/1160 PROVIDE TSP RELIEF VALVE AND AmTRoL EXPANSION HEATER ® 140 F TANK 95T-5. WATERELECTRIC MARK ITEM MAKE MODEL TYPE NAME CAPAGITY GOMPRE55. CONDENSER HOR5E ELECTRIC REMARKS HH, CH POHER HG -A EHC HATER ELKAY E75TL8G HALL BI -LEVEL -1.8 GPH T8 6PH AIR COOLED 1/5 115/1/60 HALL HUNG, STEEL CABINET, STAINLESS STEEL TOP GOOLER STANDARD 1.6 6PF MOUNTED III ® 80 F FRONT AND 519F PUSH BARS. MOUNT AT HEIGHT HALL MOUNTED HITH FLOOR MOUNTED FIXTURE SUPPORT HG -B HATER AMERICAN AFHALL 2251.103 SLOAN INTEGRAL INTEGRAL 4" 2" PER ARCHITECTURAL ORAHIN65. PLUMBING PUMPS MARK SERVING MAKE MODEL. LOCATION HEAD GPM RPM H.P. ELECTRIC REMARKS RP -I EHH-I TACO 006 SEE PLANS 5 TDH 5 3250 1/40 120/l/60 ALL BRONZE PUMP, CONTROL HITH TIME CLOCK AND AQUUA5TAT RECIRCULATION PUMP. PROVIDE SPARE REPLACEABLE GARTRIDOE. NOTES: I. TIME GLOGK TO BE TORK 5ERIE5 H-1001- SEVEN DAY PROGRAMMABLE TIME CLOCK HITH 5PRIN6 GARRY OVER. GONTAGT5 RATED AT 20 AMPS AT 120V-1-60. 2. A(2UA-5TAT TO BE HONEYHELL SERIES LbIAaA HITH 24V THERM05TAT AND TRAN5FORMER. GONTAGT5 RATED AT 1.4 AMP5 AT 120V-1-60. 1/2'1 IIA" I I 1 � RP -I W 1 rPIPING ' D1s r PLUMBING FIXTURES MARK ITEM MAKE NAME MODEL TRIM TRAP STOPS CONNECTIONS REMARKS HASTE VENT HH, CH HG -A HATER AMERIGAN AFHALL 2257.103 SLOAN INTEGRAL INTEGRAL 4" 2`I - III HALL HUNG, #100 OLSONITE OMEN FRONT SEAT, NO COVER OL05ET STANDARD 1.6 6PF III HALL MOUNTED HITH FLOOR MOUNTED FIXTURE SUPPORT HG -B HATER AMERICAN AFHALL 2251.103 SLOAN INTEGRAL INTEGRAL 4" 2" - IBI HALL HUNG, #100 OLSONITE OPEN FRONT SEAT, NO COVER GL05ET STANDARD 1.6 GPF III HALL MOUNTED HITH FLOOR MOUNTED FIXTURE SUPPORT, NOTE #1, #8, #9. UR -A URINAL AMERICAN ALLBROOK 6541.132 5LOAN INTEGRAL INTEGRAL.. 2" 1-1/2" - 3/4" HITH HALL CARRIER STANDARD 186-I UR -B URINAL AMERICAN ALLBROOK 6541.132 SLOAN INTEGRAL INTEGRAL 2" 1-1/2" - 3/4" HITH HALL CARRIER STANDARD 186-I NOTE #1 LAV -A LAVATORY AMERICAN MjRRO Og54.000 SLOAN NOTE #5 NOTE #5 1-1/2" 1-1/2" 1/2" 1/2" WITH FLOOR MOUNTED GONGEALED ARM CARRIER, STANDARD #ETF6OO-B I ELECTRONIC FAUCET WITH 3/8°' SUPPLIES, NOTES #5,10 $ IL L.A'V-B LAVATORY AMERICAN MURRO 0954.000 SLOAN NOTE #5 NOTE #5 I -1/2C1 1-1/2" 1/2" 1/2" WITH FLOOR MOUNTED GONGEALED ARM CARRIER, 5TANDARD #ETF600-13 ELECTRONIC FAUCET WITH 31811 SUPPLIES, NOTES #5, 1, 10 $ II. SINK KITCHEN ELKAY LU5TERTONE LRAD-1918-65 HERITAGE NOTE #3 NOTE #4 1-1/2" 1-1/2" 1/2" 1/2" FAUCET - HOOP, HRIST BLADE HANDLES, STRAINER CUP. SINK -04 6210.1`12 3/8" SUPPLIE5 55 SERVIGE FIAT MOLDED MSB -2424 AMERICAN 3B1 1/2" 3" 1-1/2" 3/4" 3/4°° FAJGET WITH INTE6RALSTOP5, TOG' BRACE SPOUT HITH BUCKET HOOK, SINK STONE STANDARD VALVES HOSE END AND VACUUM BREAKER, ROUGH GHROME FINISH. 8354.112 ii�0 I. INSTALL SERVICE, SHUTOFF 4 GHEGK VALVES, COCKS, STOPS, AIR CUSHIONS, VACUUM BREAKERS, ANTI SAFETY DEVIGE5 *ERE REQUIRED BY GODE, 5PEGIFIGATION5, OR DRAHIN65. NO VALVES 5HALL BE INSTALLED ABOVE 50LID CEILINGS. 2. ALL GATALOG 1405. REFER TO AMERICAN STANDARD UNLESS NOTED ASID ALL FIXTURES IN WHITE UNLE55 NOTED. 3. P -TRAPS TO BE 11 GA. CHROME PLATED HITH CLEANOUT AND E5GUTGHEON PLATE, GOVER HITH TRUEBRO LAV GUARD 2E -Z 5ERIE5 COVERS. 4. STOPS TO BE CHROME PLATED 1/2°' ANGLE VALVE HITH GHROME PLATED 12" LONG, 1/.211 OD. FLEXIBLE RISER AND ESCUTGU GHEON PLATE, COVER HITH TRUEBRO LAV GUARD 2E -Z SERIES COVERS. 5. ALL DRAIN5 AND HATER SUPPLY PIPING TO LAVATORIES TO BE CONGEALED IN TRUEBRO LAV SHIELD. 6. ADA FIXTURE, FLUSH HANDLE SHALL 13E MOUNTED ON HIDE 51DE OF TOILET AREA AT 3611 MAXIMUM ABOVE FIN15H FLOOR. MOUNT AT ADA HEIGHT. 1, MOUNT AT ADA HEIGHT. 8; PROVIDE 5LOA14 VBE-12-A (TYP. OF 2) FLUSH TRAP PRIMER HITH FLUSH VALVE. IF LOCAL GODES REQUIRE A 6" 915TANGE BETHEEN THE GRITIGAL LINE OF VAGUUM BREAKER AND TIDE TRAP PRIMER, PROVIDE FLUSH VALVE MODEL 113. DRAIN PIPES FROM TRAP PRIMER VALVES TO 13E PITCHED 1/24 MIN. FROM VALVE TO FLOOR DRAIN. C1. ALL VITREOUS GHINA FIXTURES SI -ALL BE HHITE. I0. PROVIDE SLOAN MODEL "EY TRAN5FORMER, 120 VOLT/24 VOLT, HARD HIRED TYPE TO OPERATE FAUCETS. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL HIRING JG FROM TRANSFORMER TO FAUCET. IL PROVIDE SLOAN MODEL "MIX -135-A" THERM05TATIG TEMPERING VALVE UNDERNEATH LAV SINK BEHIND TRUE13RO LAV SHIELD. 3/4" GH TO STORE FRONT NFHH. SHUT-OFF VALVE, INSTALL IN ACGE55113LE CEILING SPACE, PROVIDE AGGE55 PANEL. AS REGUIRED TYPIGAL. r+.v I E "11. 'REF:r R I MEN 9QPi/ II p'I^' 201 211 Amry'y 3/411 •Y -1/2" � I/2" 1/2" DRAIN TO FLOOR--, DRAIN IN HOMEN'5 TOILET ROOM. 1/2" DRAIN TO FLOOR DRAIN IN MENS TOILET ROOM. IXI- 461 �.SAI . IXI- 4"- ' 411 � B -1".l7 loon JIB' I 1-1/211 MEN I 2h' 211 1--1/2" 3E1 2911 I O 211 1 �A ® L I�` I 211 � 211 BI 2 211 "' I II I %®I 2411 11 II 4" EI I 1/27°" L*AIINDONN p2 a FROM TRAP G 1lIMER01 IJ� 3" I 10 oll VALVE - TYPIGAL. 311 Aho 4 0, 411 SANITARY PIPING ,)1 ,t ' r I Ra...j M ,, -4� Design and construction documents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and those construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Horsohman Architects, Incorporated. Date Issue 01/50/2012 BI IPI T 02/1(9/2012 ADDENDUM I 05/22/2012 REVISION 2 04/02/2012 REVISION 5 04/25/2012 �REVISION 4A w 2 s �9 ns � ,n m ;2 2 "1 C Vf 13 N N G 411�s��L 13 N C5 C 75 O E _' N Vl C3 � V➢ � � a— cc 6 O � •J s U 6 m Q- U1 Drawn By: BAR Project No,: 15101.00 1`1 N l oc- L I, i I _ _ �. 'X'- LOWER LEVEL I I I 'XR'- UPPER LEVELL — — — —. -..— — —. — — — — J O - - — --— F — _1 RPG -21 I I I II I I I FI �I 1oI I E1E:1 I I) 1 RTU ON ROOF C I I 13 TON GOOLIN6 I OP. M. = 2T00# � 16q MBH I II I I 3k Si 6;. 8 .39 4.9(04�4-'4.6� 3.5': 59 61b(.2�y MERETr=� -F FLl 0 0 MR LL J, I 1 I RTU ON ROOF 2 11.5 TON GOOLING OP. WT. = 3100# 16q MBH I I I I I ( rrP. MRl' . I � I Ll I � TYP. uu J Ij I 1 I RTU ON ROOF 13 TON COOLING OP. AT. = 2700# 16q MBH I I I I I � I L- - - - - F— O I O I I I I 1 I 'X'- UPPER LEVEL L — I i GAG PIPING: A. WORK TO INGLUDE PIPING FROM 5TU8-UP AT BUILDING HALL, GAG METER 4 SETTING AND GAS PIPING TO ALL 6A5 FIRED EGiUIPMENT 5EERVIN6 B11LDIN6, AND THE CONNESTION TO THE EGVIPMENT. FURN15H AND INDTALL 6A5 PRESSURE REGULATM5 AG INDIGATED ON PLANS. B. ALL HORK SHALL BE IN AGGORDANGE V4ITH ALL APPLICABLE LOGAL GORE RE(RUIREMENT5, AND THE PROV1510N5 OF NFPA-54 AND NFPA-56. G. PIPE 2" AND SMALLER SHALL BE SCHEDULE Bio STEEL HITH THREADED MALLEABLE FITTINGS. D. VALVES SHALL BE 6A5 GOGKG MANUFAGTURED BY NIBGO. E. ALL PIPING EXPOSED TO THE OUTDOORS OR RUN IN UNCONDITIONED 5PAGE5 SHALL BE PRIMED AND PAINTED V4ITH THO GOATS OF RUST INHIBITIVE ENAMEL. GOLOR TO BE SAFETY YELLOH. F. PROVIDE DIRT TRAF5, GHUT-OFF VALVES AND UNIONS AT EACH GONNECTION TO 6A5 FIRED EQUIPMENT. PROVIDE REGULATOR AS REGUUIRED AT EACH PIEGE OF EGZUIPMENT. "i ro 4 Y'_j fit) tr m U®vl®n endo n frp_p i � as Instruments of se 0� ere given in confidence and remain the property of Herschmen Architects. The use of this design and these construction documents for purpo,os other than the specific project named herein is strictly prohibited without expressed written consent of Flerschman Arehi4acs, Incorporated. Date Is�t�e 01/50/2012 Imo/ MIT 02/16/201 ADDENDUM A w ', ;t � LAP SEALANT 6111; NVA PRE -MOLDED 6A5 DEMAND .I ✓+ 0 o s 5FE NOTE #4 HEAT HELPED — all 2 11 t ROOF TOP UNIT CONTR. ROOF TOP UNIT RING STEEL SLEEVEOR OF �- ROOF r ,�.. WELD TO — GAG PIPING: A. WORK TO INGLUDE PIPING FROM 5TU8-UP AT BUILDING HALL, GAG METER 4 SETTING AND GAS PIPING TO ALL 6A5 FIRED EGiUIPMENT 5EERVIN6 B11LDIN6, AND THE CONNESTION TO THE EGVIPMENT. FURN15H AND INDTALL 6A5 PRESSURE REGULATM5 AG INDIGATED ON PLANS. B. ALL HORK SHALL BE IN AGGORDANGE V4ITH ALL APPLICABLE LOGAL GORE RE(RUIREMENT5, AND THE PROV1510N5 OF NFPA-54 AND NFPA-56. G. PIPE 2" AND SMALLER SHALL BE SCHEDULE Bio STEEL HITH THREADED MALLEABLE FITTINGS. D. VALVES SHALL BE 6A5 GOGKG MANUFAGTURED BY NIBGO. E. ALL PIPING EXPOSED TO THE OUTDOORS OR RUN IN UNCONDITIONED 5PAGE5 SHALL BE PRIMED AND PAINTED V4ITH THO GOATS OF RUST INHIBITIVE ENAMEL. GOLOR TO BE SAFETY YELLOH. F. PROVIDE DIRT TRAF5, GHUT-OFF VALVES AND UNIONS AT EACH GONNECTION TO 6A5 FIRED EQUIPMENT. PROVIDE REGULATOR AS REGUUIRED AT EACH PIEGE OF EGZUIPMENT. "i ro 4 Y'_j fit) tr m U®vl®n endo n frp_p i � as Instruments of se 0� ere given in confidence and remain the property of Herschmen Architects. The use of this design and these construction documents for purpo,os other than the specific project named herein is strictly prohibited without expressed written consent of Flerschman Arehi4acs, Incorporated. Date Is�t�e 01/50/2012 Imo/ MIT 02/16/201 ADDENDUM A w ', ;t � LAP SEALANT 6111; NVA PRE -MOLDED 6A5 DEMAND I PIPE FLASHING 5FE NOTE #4 I' I I) VERIFY INLET GAG PRESSURE REGiUIREMENT5 FOR. ALL GA5 REGUIRED EQUIPMENT. 2) RELIEF VENT SHALL BE LOCATED A MINIMUM OF 10'-0" FROM OUTSIDE AIR INTAKES. 31 ELEVEN (10) REGULATORS REG U RED FOR THI5 PROJECT. 4) REFER TO GAS EGZUIPMENT 5GHEDULE ON TH15 DRAWING FOR GAS DEMAND OF EAGH UNIT. 1-1/4" a oa ❑�� C I I I I 1 1 RTU R� ON ROOF `� ON ROOF � � 15 TON GOOLING TN GDOLING OP. HT. = 2gOO# OP. HT. = 2cIO0# Ibq MBF+ IGq MBH I ON ROOF 10 TON GOOLING OP. HT. = 1-150# F771 130 MBFI 'XR'- UPPER LEVEL I I I I I II 1 RTU ON ROOF I" I 1.5 TON GOOLI% OK AT. = IT, -O# I 150 MBH I I I II I L J ---------------i —O — — — I I II II U I I I 'X'- LOWER LEVEL I TYP. ON ROOF 13 TON GOOLING OP. HT. = 2100# 16q MBH I ® C U1 V Af a $U S ( Or 3 U a 6 v a F- � � v tll a ` N 0 6A5 PRE55URE REGULATOR HITH INTERNAL o o VENT (IF REGiUIRED) INSTALL PER 6 a a MANUFAGTURER5 REGO ATION5. ") a a u os , CONNECT TO UNIT GAS CONTROLS— 7j5 -aVENT ELBOW T70V4N � .0 � -8 a WITH GROUND JOINT UNION. PROVIDE GROMMET FOR o % s WATER -TIGHT SEAL 517E AS GROUND JOINT UNION ® NOTED ON MAIN FLR. PLAN:P. 6A5 GOGK WITH PLUGGED 1/6' 14, MIK NPT TEST GAUGE GONNEGTION s� a r� QZS a J) (L�11�r-JII' GAS PIPING 2P51 RUN ON 6°' I ROOF PRIME $ PAINT RU5T- 6 6 _v RES15T. PAINT (SAFETY 1 6 ----- — — -- $�' YELLOW s� � o V PIPE ADAPTOR I, _ (Ti'P) PIPE OR GONDUIT ETG. N o PLUGGED Ilb" NPT TEST DRIP/DIRT I Q GAUGE GONNEGTION POGKET 16 1% a U n U 13 6 CS .Jt W m W 4' ) en 6 ROOF GAS PIPE ADJUSTMENT PIPESTAND 0 E o N a AT ROOF 0135TRUGTIONS (7YPIGAL) a ' a s GAS U U � IPE ON ROOF DETAIL Drawn By: IJF'U .Q SCALE: NC1NE LAP SEALANT PRE -MOLDED PIPE FLASHING BOOT. HEAT HELPED — LAP 13Y ROOF. 5/5 CONTR. GLAMPING RING STEEL SLEEVEOR OF �- WELD TO — STRUCTURE AND FILL WITH WATER F PROOF MASTIC 4h 5GALE: NONE WIND DATA FL. LIC, AR95693 &a 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 DESIGN OF MECHANICAL, ELECTRICAL MCHENRY �C ASSOCIATES, INC. TEL (216) 223-3200 AND PLUMBING EQUIPMENT RESTRAINT FAX (216) 223--3210 SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS www.herschmanarchitects.ccm FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 PLUMBING ROOF MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292-4090 PLAN ALL APPLICABLE CODES. Fax: (21.6) 292-5874 GONTPAGTOR MUST VERIFY Email: MAIL@MCHENRYASSOCIATES.COM ALL GLEAPANGE5 AND P&O DIMENSIONS IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 CL t� 0 w tIn el 9 ID m �i E Q t(1 sri i ui E.C. IS RESPONSIBLE FOR PROVIDING, INSTALLING AND WIRING FLUORESCENT STRIP FIXTURES (APPROXIMATELY QTY -58) IN GOLF DISPLAYS. SEE ARCHITECTS Al2,7 SERIES DRAWINGS FOR LOCATIONS. FIXTURE PROVIDED BY VENDOR #18. OP - EM WALL PACKS SHALL BE MOUNTED AT 11'-0" TO BOTTOM OF FIXTURE oc— OH— �IUUK KL)UNI 31HALL tlt u I I — —IF—" MOUNTED AT 14'-0" r- TO BOTTOM OF FIXTURE ❑ Z1 --- 1 ---� =--.- 1 -_--- 1--- j F2 I I Z1 I Z1 i 11 Z5 11 Z5 -1-�l - --- -- 1 R317 - �'"� - I i r _ - S2/3— r-- 2 3 1_ - I - I R3 - _A40 S2 40 — FI ❑ �� — — `i / T -L� °LG2 1= - R lay, 1 _ 7 RC/S II �/ /4 - - / it I II II 7 C20 I- ;r m�❑� - L Ir -I��II II I I- - - - - - - FEM/40 FEM/40 HI �I ,� L� _� �-[i 70 U AL1 I1 2-1- -- U 3 U/3 U/3 U/28 U/29 U/31 U/25 U/15 U/1 / / / L I - -- -LG2/EM r S2/1 J - NL 11 NL NL LG 41 l / - - - 4 , I. PENDANT MOUNTED TYPE "RC" 'r EMERGENCY LIGHTS IN SALES + u- - v- - I � GIB L_ --I I� I- - 1 II- I � ��-tJ � -r�� �fi I I 1 AREA SHALL BE MOUNTED 16'-0" _ ( -d ❑ �I FU/8 U/1 �_. c- - - - v� A.F.F. TO BOTTOM OF FIXTURE. LG/41 _ � I 1. III - � N L - J - - - - _ - _ - - - - ... 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LTGS SPOY I I I I lF ��, U/'1 U/15 U/15 U/17 U/21 U/18 U/24 U/26 U/28 u/29 U/131 U/25 - NL I F - fi�� - + LG2/EM 15 8 I u I I j I I I III I 11 I II R/41 p U / / ❑ -IJ 15 U 12 U/21 U/23 Uj4 U/26 U� U/25 U%31 U/33 LG/41 I / / RC 110 0 RC/1 0 RC/3 0 RC/3 0 RC/3 RC/7 RC/7 0 I----- - --- --� I- ® r --- --- -® ---- ®--- -- (10 ----- - J---1 01- -- ---- 0--- - I -.I U/8 U/15 \v II LG/41 7 A21 `I- 3 = _ 3° DISPLAY �, __I U/5 ) U/17 - -U/20 l/ U/23 U/24 „ U/19 U/28 U/29 U%31 U/33 - C14 U/8 LTGS, I I U/6 3' DISPLAY /EM / LLG2G2 ( _ II II A33 - _ - LTGS. - ❑ f- -1- ! 12 L . iF U/1 /2 C!/4 U/15 C4 u/h 5/17 U/20 U/18 \ u/3 // U/26 _ U/28 I U/29 u/131 NL i% U/25 � --I - ----J - -- --- -I -- - - _ -- - II i, RC 1 ® A15 A15 RC/1 0 RC/3 I Q RC/3 0 RC/3 A28 RC/7 0 0 RC/7 z"I' 0 0 0 0 0 0 F_ U/1/2 U/4 U/10 U/14 1 ` U/12 U/20 U/23 u/24 U/26 U/27 U/25 U),1O- -- -_- _ _ = V32:7- _ I� I I I NI,- -- --- -- --� - ----'---I I-- 1\ - - - -- _.-= -____ - --=j �� ,I---- -- _. LG2/EM I___72-1 IF 9 I ��L_ -J -1L-❑_ , _ _ 9 _ / 12 111 ❑ - - - - - I' U/1 11 /2 OO RC/l U/4 I ❑ U/6 U/ 4 - �i� U/20 �U/23 U/24 U/19 _r -0 ;� U/27 U/29 J/ 0 U/32 - I _ =NLS _ U/17 yA I + S2 5 A -IPM A/37 FE_ /3 F ../3 I _ - - - - _ _�❑❑_� ) _ II - ❑- �2 _ � I �y FE M/3 FE bL 3 1 A A39, F1 -EM _ _ 1 I LL -,�� u 32F1 39 F1 39 - U/6 I U/4 U/10 U/ 4 ) U/17 �U/20 V18 U/24 U/26 I— L U/27 U/29 0 0 I / J ®� I I I I � I' � II 1 I - 9 9 L EM_ _ ❑ ,5 JI I A24 L F1 -ERA A17 � II 11 / II I RC 3 0 RC �i7 ❑ ® S2/7 h 390 F1 39 F1 /39 RC/1 0 0 C/1 1 -- 0 Rc/3 - - - --- 0 RC/3 = - - -- - - ® ❑— ❑ J �I / t�15 u/z u/1a u/14 ® u/1z u/20 u/z, - 0 -- u/3 u/26 0 U/27 U/25 RC/7 ® / u/3o u/7 - _ \JL NL 3 I - _ -- -- -�/ UI/32 X - r=--- - �-----W/24 ---- ------ - - A0 - - - - .._ W/24 -- - - - A26 - - � - - A25 LJ L 1 ------ U/1 -- - U/2 U/1 ��7 I U/110 ❑�— U/14 C24 U/16 U/16 U/16 U/23 U/221 U/22 U/ 2 U/27 = r , -- , I-I-� /�" - S2 5 E F1 39 __ u _ '- U/29 U/30 I. -I NL -u I %i� L 3,2 I l l /; i _ F1 39 RG 1 I _ II r I W/24 1/24 _ I- ❑ // - / -II- 1-_ I ® I I❑_ �❑ �' i� I I i 5 R 39a -_L JL JI A6 0 -II-111- ❑ �� �' ❑�� t� -E F1 39 U/22U/22 III❑ A29 ❑ /�'� Fr 39 - - , u 19 u 27 �I _II❑ U/30 _❑ /2/' - - R/390 U/6 U/4 U/� I II =11- U/14 W/24 U/16 u - U/16 /�' 4 - _I / I❑ - ❑ II U_ ® U/1 = ❑_ ,� ,.:,,5� ,rte\ _ , -iA3� _i - '� A32 x x X A18 U/7 9 1 0 Rd/3 III =1 0 RC/3 ❑ NL - - -- -' ate` f' ❑ ' ly LII - H — U/2 U/22 U/22 Al � �_ I I j - Al2 - — - -11�_ ' _ - ❑ I F 0 n', --- - T ❑ ❑-❑ ` - 0 1 h II W/24 i FRC/7 - A23 A1� x X LG2/39 LG2/ U/2 U/4 y/10 _II- I1= - JS2/3 a —III I I � � I -� [ � �;II =SII- ) U/14 U/1� u/16 A U/16 (� IJ 2 U/27 - - - -- - 39= -� X X A2 A4 IIA10 �� �- ❑ �� -I A7 3 3 R 390 II �� Arg �� __ 5 -- II Til Al - J 7'- GR/30 T/37 � 10 i �F'7�� � i L i -ii i i �4��' �� _� J - J- ,.--_✓ ✓'-✓� r- ®� r _ ®__.�� C22 _ - 2/5 R/390 E - -- - -IF,- A27 ILII. 'r-il LG2 5 M S / / / ----------+--- -- - ^® ��� X11 -11 -- -- - - - ---:- - _ _--- A14 1- J �I - --J1 2 -I / T37 -==T 37 -- T37 _-__.___._====fI / \ - - -- - - - C 2 LG2/35m LG2/3am TYP. 3 �� L L - - - --- - - ---- - - --- - - - - I-� F J T -I f m ( L-==-�-. _-- --=- _---�LGL/5-_ ---_ - _ LG /5 5 EM LG2/35i LG2/35c LG2/35c LG2/5 EM LG2 35d _ - - - -_ - - - - - - A 9 A 9 � I LG2 35 LG2 35 LG2 35 EM LG2 35hLG2 5 EM LG2 35b LG 35b LG2 3 b / / /9 -_/9 -/9 __- - _ / Ml h q5 _ T b LG2 35d L70/3_5d LG2/5 EM LG2/35e LG2/35e LG2/35c LG2%5 EM LG2/35f LG2/35f LG2/35f LG2/5 EM J9 yi� �- -/ - -_ /---�/--- / LG2 --4_3,9-- A d e f _ Ir- �� -1F II LI /5 III A 39 ❑ ❑ - \ / - - - - _ - LG2 35' LG2 / 35' LG2 35" ._ - LG2 5 EM LG2 35k LG2 35k LG2 35k _ LG2 5 EM LG2 35I LG2 351 -ill IE _ _ �� 2 _ _ - LG2/351 LG2/351 LG2/351 I LG2/5 EM / J / J / 1 / / / / / / / - - - ` X 9 5 m 1 I �-- = _ _ - _ _- - - - - LG2/5M 2/35/ \ _ _ _ _ _ A39 A39 LG2/35 C ❑ �lF'J�'✓ / \ FEM/40 FEM/40 - -❑ �� = �L _ = - ��1 ----A35_ A �- - - - ' - r -� ( 4=LIG2�5 ❑ _ �� ❑ �_ ___ I� _ - ILL- - - ❑ I_ __- (- - -_ -� -_ = I I (off 1 UR TO CIRCIJIT\ II \ \ II v II UP TO EM, CIRCUIT LA37�ON UPPER_\L __vJL `A5 ON -UPPER= VEI LEVEL 14 -G2/35b LG2/35b LG2/5 EM LG2/35c I� A40 L \ =LG2/5 EM X / \ N !�4 14 DOCK LIGHTS2/5 / r FEM/4 — J R3 11 WALL PACKS IN LOWER 13 LEVEL SHALL BE F6 MOUNTED AT 8'-0" BOTTOM OF FIXTURE a 2LOWER LEVEL LIGHTING E1.0 3/32 17_027. GENERAL LIGHTING NOTES: A. SEE DETAILS 1/E3.OA FOR INSTALLATION OF "U" TYPE FIXTURES. MOUNT 0 LOCATE WALL SWITCH ON WALL BETWEEN DOOR AND WALL MIRROR IN ALL FITTING ROOMS. 16'-0" A.F.F. TO UNDERSIDE OF FIXTURE. B. ALL LIGHT FIXTURES ARE CONTROLLED BY ENERGY MANAGEMENT SYSTEM, SEE COORDINATE FINAL LOCATION IN FIELD. SHEET E5.0 FOR ENERGY MANAGEMENT CONTROL SCHEDULE 14 C. E.C. SHALL VERIFY THE PROPER MOUNTING HEIGHT OF THE EMERGENCY FIXTURES WITH THE LOCAL FIRE MARSHALL PRIOR TO INSTALLATION, D. REFER TO DRAWING E2.0 FOR ROOM/AREA NAMES. l E. MAINTAIN 10 FT. CLEARANCE IN FRONT AND 4 FT. CLEARANCE TO EITHER SIDE FOR TYPE U FIXTURES NEAR TV'S, EXCEPT AT CASHWRAP. EM/4 F. SEE LIGHT FIXTURE SCHEDULE ON DRAWING E4.0. 4 - G. ALL BRANCH CIRCUITS MORE THAN 100 FEET IN LENGTH FOR 120 VOLT SWITCHED. PROVIDE INDIVIDUAL GANG BOX AND FACE PLATE FOR SWITCH. CIRCUITS AND 200 FEET FOR 277 VOLT CIRCUITS SHALL BE MINIMUM #10 AWG, H. REFER TO DIMENSIONED LIGHTING PLAN ON DRAWING EI.Oa FOR EXACT LOCATION AND MOUNTING HEIGHT OF ALL LIGHT FIXTURES. COORDINATE WITH ELECTRICAL CONTRACTOR SHALL MOUNT REMOTE BATTERY PACK FOR R3 FIXTURE ABOVE CEILING ARCHITECTS REFLECTED CEILING PLAN ON SHEET A3.0 PRIOR TO ROUGH -IN. I. ALL CONDUITS RUN IN EXPOSED CEILING AREAS SHALL BE RUN WITH � STRUCTURE TIGHT TO UNDER SIDE OF ROOF DECKING. FIXTURE TYPE "T" SHALL BE RECESSED. TYPICAL FOR ALL ARCHERY "T" FIXTURES, 0 KEYED NOTES: Z5 t I r LG2/EM LG2/EM LG2/EM 1_132/E1 LG2/EM LG2/EM LG2/EM � LG2/EM - (CONNECT NEW LIGHT FIXTURES IN THIS AREA TO LIGHTING CIRCUIT N NEW LANDLORD PANEL I AND CONTROLS AS DI ECTED IN THE FIELD BY ( THE LANDLORD'S REPRESENTATIVE FIELD VERIFY ALL REQUIREM NTS PRIOR TO BID. I I LG2/EM LG2/EM m---- ��x®�iIDi LG2/EM 1151/b FEM 40 I 4\ LG2/EM L02/EM - E.C. TO PROVIDE AN UNSWRTCHED HOT LEG "a" TO EACH EMERGENCY BATTERY PACK AN) EXIT SIGNS, SHOWN WIRED TO CONTROLLED LIGHT( G CIRCUITS INDICATED ON PLANS. r I LG2/EM - - LG2/EM - CONNECT NEW LIGHT FIXTORES IN THIS AREA TO LIGHTING CIRCUIT IN N LANDLORD PANEL AND CONTROLS AS DIREC ED IN THE FIELD BY 1 THE LANDLORD'S REPRESENTATIVE. FIELD VERIFY ALL REQUIREMENT PRIOR TO BID. I LG2/EM 1. NOT USED. 9, LOCATE WALL SWITCH ON WALL BETWEEN DOOR AND WALL MIRROR IN ALL FITTING ROOMS. COORDINATE FINAL LOCATION IN FIELD. 2. FIXTURE TYPE LG2 WITH WIRE GUARD FOR THE STOCK ROOM SHALL BE MOUNTED AT 15'-0" AFF TO UNDERSIDE OF FIXTURE (TYPICAL). 10. PROVIDE ONE JUNCTION BOX AT THIS LOCATION ABOVE 9'-0" AFF, FOR CONNECTION TO GRAPHIC ROPE LIGHTING. MOUNT LOW VOLTAGE TRANSFORMER FOR ROPE LIGHTING IN 3. SWITCH CONTROLS ONLY THE "T" CAN LIGHTS. FIXTURE ILLUMINATING MURAL SEPARATELY STOCKROOM. COORDINATE TRANSFORMER LOCATION WITH STOCKROOM SHELVING. SWITCHED. PROVIDE INDIVIDUAL GANG BOX AND FACE PLATE FOR SWITCH. 2 11. ELECTRICAL CONTRACTOR SHALL MOUNT REMOTE BATTERY PACK FOR R3 FIXTURE ABOVE CEILING 4, LIGHT FIXTURE RECESS WALL WASH CEILING MOUNTED. CENTERED ON MURAL. OR AS HIGH AS POSSIBLE IN LOCATIONS WITHOUT A CEILING. 5. ELECTRICAL CONTRACTOR SHALL PROVIDE A REVERSE -ACTING SPDT TIMER USED AS NORMALLY 12. ROUTE CONDUIT DOWN NEAREST COLUMN AND UNDER FLOOR FOR FITTING ROOM/PORTAL POWER. CLOSED (INTERMATIC FF315M OR EQUAL (15 MINUTES)). PROVIDE INDIVIDUAL GANG BOX AND FACE PLATE FOR SWITCH. 13. EXISTING WALL PACK LIGHTING TO BE MAINTAINED. ELECTRICAL CONTRACTOR SHALL CLEAN, RELAMP AND REPAIR FIXTURES TO LIKE NEW CONDITION, AND REPLACE INOPERABLE FIXTURES 6. ROUTE ALL CONDUITS CONCEALED ON INSIDE FACE OF BUILDING WALL. NO EXPOSED CONDUITS WITH NEW FIXTURES OF LIKE KIND. WALL PACKS SHALL BE REFED FROM DICK'S SPORTING ON EXTERIOR WALL (TYP.). GOODS PANEL AS SHOWN. 7. PROVIDE ONE JUNCTION BOX AT THIS LOCATION, FOR CONNECTION TO VALENCE SHELF LIGHTING 14. ELECTRICAL CONTRACTOR SHALL PROVIDE NEW "F -EM" FIXTURES AT EACH LANDING IN STAIRWELL � MOUNTED IN FIXTURING ONE TO BE MOUNTED 0 9'-0" AFF. MOUNT SO AS TO BE AND CONNECT THEM TO A40. COORDINATE ALL REQUIREMENTS WITH LANDLORD'S REPRESENTATIVE CONCEALED WITHIN WOOD PILASTERS. COORDINATE WITH VENDOR #1. LAMPS ARE TO BE PRIOR TO BID. 4 PROVIDED BY VENDOR 16. ELECTRICAL (CONTRACTOR TO MAKE FINAL CONNECTION. E.C. SHALL FURNISH, INSTALL AND WIRE LIGHT FIXTURES. PURCHASE LIGHT FIXTURES FROM VENDOR #18 15. PROVIDE ONE JUNCTION BOX AT THIS LOCATION, FOR CONNECTION TO FOOTWEAR LOCKER (TYPICAL). LIGHTING MOUNTED IN FIXTURING, MOUNTED 0 8'-0"AFF, MOUNT JUNCTION BOX TO BE 'CONCEALED WITHIN FIXTURING. COORDINATE WITH VENDOR 1. LIGHT FIXTURES SHALL BE 8. PROVIDE TWO JUNCTION BOXES AT THIS LOCATION, FOR CONNECTION TO TWO LEVELS OF PROVIDED WITH FIXTURING. ELECTRICAL CONTRACTOR SHALL INSTALL LIGHT FIXTURES AND MAKE VALENCE SHELF LIGHTING TO BE MOUNTED IN FIXTURING, ONE TO BE MOUNTED 0 9'-0" AFF ALL FINAL ELECTRICAL CONNECTIONS. AND ONE Q 4'-7`° AFF. MOUNT SO AS TO BE CONCEALED WITHIN WOOD PILASTERS, COORDINATE WITH VENDOR 1. LAMPS ARE TO BE PROVIDED BY VENDOR 18. ELECTRICAL 2 CONTRACTOR TO MAKE FINAL CONNECTION. E.C. SHALL FURNISH, INSTALL AND WIRE LIGHT FIXTURES. PURCHASE LIGHT FIXTURES FROM VENDOR #18 (TYPICAL). � 1 I r, b yyw' w'" ry © R " �- m ° 'ry a �D�Al Design and construction documents as instruments, of service are given in confidence and retrain the property of Herschman Architects. The use of this design and these constructian desalt+amts for purposa:s other Yhan th cifio ro Dot nam®d h®rein is p p 1 strictly prohitslted without ergs®ssod vrritten Dons®nt of Herschmen Architects, Incorporated, Date I�Ue 02/I(9/2012 ®ADDENDUM II 05/22/2012 REV15ION 2A 04/02/2012REVISION 04/25/2012 � REV 15I ON 4A ' Drawn By: TAK d� t I� r,rProiect.0 B F L, LIG, AH95693 25001 EMERY ROAD, SUITE 400 m&a CLEVELAND, OH 44128 DESIGN OF MECHANICAL, ELECTRICAL MCHENRY �C ASSOCIATES, INC, TEL (216) 223-3200 AND PLUMBING EQUIPMENT RESTRAINT FAX (216) 223-3210 SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS www.hersehmanarchitects.com FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 LIGHTING L.A MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292-4896 ALL APPLICABLE CODES. Fax: (216) 292-5874 G®NTRAGTOR MIJ5T VERIFY Email: MAIL@MCHINRYASSOCIATES.COM ALL GL_EARANGE5 AND ElmO DIMENSIONS IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 ua ID E 111 CA) - NOTE: CONTRACTOR TO INSTALL - PROTECTIVE CAGES OVER LIGHT FIXTURES. (TYP.) C r, C) --- OD-] ao OE - 11 5 C4 F-F— A.4 .3 --- --- 7 C8 8 L 10 I 2 3 B� L _y — ? 71] C7 13 Llk EQ. I -IF Jill ' 8' EQ. 41�W' J EQ4'8" 4' L J/ �80" 4 4$-8Y2"tl IIII 00 I M 7 Ld F L: IFC) F-1��­=T-,�-L�ni I- _T LJ F 1 t EQ. EQ. Ll L :1*1 TYP. CD 8 -1 11 15'-0"lip, —I ----]I F F_ to I- I 7_ 4 6'-0" 0 6-- M CD to r;� III# — \ `° 4 ? 6 IF CD L �L I �t I CDII _C0L IL _J L p IIi EQ.00 8TYP, '-0" I F 7 1-1„------I - - - ------I _J I , L/ ��� -li CY F 6'-0' 6'-0 6'-0” S -6 -II 1 i L t r 7/777- kd -74 2 A C;0 � � I I �I � I j � =\I� 6" _311 looll 12'-600 16'-3" 15� 10.-0., 22'-2' 13'-10" 7'-3o 7' _J_ lg,- 17'-6" 17'-6" 17'-6" l III AOL F* t C) MOUNT LIGFT' FIXTURE AT I'-O'All-- IN FITTING C.IL] E=] ROOMS -`!illi -� I- I- - rtj - = �I.- - - _� L I II IL �a 7 =___L _L_ 6'-0" 6'-( 6'-0" I I ( I i i I I - IE�J_ — I II -1 I I X CID , � i I� _....- ---_ .._L OD IL 4 6 11 12'-0" 5'-6- I I \� , I I I II 4!h, 4h - -FL J X L— — — — — — - - - - - - - - - - - t T & I TYP. -6" 10, -0 11 1 V-9" -9" 2'-6" 16'-3" 12-4- 12' 12'-6' 12'-6" 6,44 1�3 'I L -]Iirl n F I _F A EQ. C) X </ 18 TYR TYP. I C) CD )go -0" </ H J WALL WiSH FIXTURE, �V/ !;2 CENTER D 01 MURAL d-1 V - 0�1 X -TW�10")i-il a. L — — — -I�II-- -- CD _�2 + T-1 TYP. `27. IS III X X 45 0 #el 1 7 / \ _AL_ L -J -0 d 7 AP I ­_ 4% CY T L0 4 _4=4' ----- j/ J--il T F _F -I-F -1 T n ir 771 IF=il=1toLn41-0oPT 8--0r8,-o"LI _J__ L =L JCC)—CY -IL— IF =11 =69-2b' L L 111M I A 11 0F _F -1 L =L 2 j Zu F_ _T L _ - z I X L -1 __ 1 --A - - 7 =17 IF 71 ll� T I r Fr it _11 8'_O i6' 4 Lm ,7 7 'X -j] L t h� I v lot 1 1 11 " li li i L \J L _�L —\-]L _\1L �L F\ -1 I L L I- _\J X H 2 � L I OWER LEVEL LV 19 �El.Oq) 3/32" — l'—O" PLAN GENERAL LIGHTING NOTES A. SEE .DETAILS 1 /E3.OA FOR INSTAla�4TION OF "U" TYPE FIXTURES. MOUNT 16'-0" A.F.F. TO UNDERSIDE OF FIXTURE. B. MOUNT FIXTURE TYPES "LG", 1131' AND lG2' 0 15-0" AFF TO UNDER SIDE .OF FIXTURE. C. UNDER DIVISION 16 CONTRACTOR SHALL VERIFY THE PROPER MOUNTING HEIGTIT OF THE EMERGENCY FIXTURES WITH THIS LOCAL FIRE MARSHALL PRIOR TO INSTALLATION. D. REFER TO DRAWING E2.0 FOR ROOM/AREA NAMES. E. MAINTAIN 10 Fr. CLEARANCE IN FRONT AND 4 Fr. CLEARANCE TO EITHER SIDE FOR TYPE U FIXTURES NEAR TV'S, EXCEPT AT CASHWRAP. F. SEE LIGHT FIXTURE SCHEDULE AND SYMBOL LIST ON DRAWING E4.0, G. COORDINATE WITH ARCHITECTS REFLECTED CEILING PLAN ON SHEET A3,0 PRIOR TO ROUGH -IN. H. TRACK LIGHTING RUNS SHALL START WITH THE FIRST HEAD CENTERED ON THE GRAPHIC FOCAL POINT. IN LOCATIONS WITH OUT FOCALS, CENTERED THE FIRST HEAD ON THE FIRST GRAPHIC. 14 -Y 41 ;l z p r Design and construction documents at, instruments' of service are given in confidence and remain the property of Hersohman Architects. The use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Herschman ante I��ue 01/30/2012 E310/PERMIT 02/1(9/2012 ADDENPLIMA 05/224201 2 04/02/2012 Pr -VISION 5 04/25/2012 REV15ION 4Z�� Drawn By: TINK Project No.: 0101.00 n_ o 0 z FM T. 0 WIND DATA FL. LIC. AR95693 &a 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 DESIGN OF MECHANICAL, ELECTRICAL TEL (216) 223-3200 AND PLUMBING EQUIPMENT RESTRAINT McHENRY & ASSOCIATES, INC. FAX (216) 223-3210 SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS www.herschmanarchitects.com FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 DIMENSIONED MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292-4696 LIGHTING PLAN ALL APPLICABLE CODES. Fax: (216) 292-5874 GONTRAr,TOR M5T VEPIFY Email: MAI L@MCH EN RYASSOCIATES-COM ALL GLEAPANGE5 AND' DIMIEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 EQ. -FL J X L— — — — — — - - - - - - - - - - - t T & I TYP. -6" 10, -0 11 1 V-9" -9" 2'-6" 16'-3" 12-4- 12' 12'-6' 12'-6" 6,44 1�3 'I L -]Iirl n F I _F A EQ. C) X </ 18 TYR TYP. I C) CD )go -0" </ H J WALL WiSH FIXTURE, �V/ !;2 CENTER D 01 MURAL d-1 V - 0�1 X -TW�10")i-il a. L — — — -I�II-- -- CD _�2 + T-1 TYP. `27. IS III X X 45 0 #el 1 7 / \ _AL_ L -J -0 d 7 AP I ­_ 4% CY T L0 4 _4=4' ----- j/ J--il T F _F -I-F -1 T n ir 771 IF=il=1toLn41-0oPT 8--0r8,-o"LI _J__ L =L JCC)—CY -IL— IF =11 =69-2b' L L 111M I A 11 0F _F -1 L =L 2 j Zu F_ _T L _ - z I X L -1 __ 1 --A - - 7 =17 IF 71 ll� T I r Fr it _11 8'_O i6' 4 Lm ,7 7 'X -j] L t h� I v lot 1 1 11 " li li i L \J L _�L —\-]L _\1L �L F\ -1 I L L I- _\J X H 2 � L I OWER LEVEL LV 19 �El.Oq) 3/32" — l'—O" PLAN GENERAL LIGHTING NOTES A. SEE .DETAILS 1 /E3.OA FOR INSTAla�4TION OF "U" TYPE FIXTURES. MOUNT 16'-0" A.F.F. TO UNDERSIDE OF FIXTURE. B. MOUNT FIXTURE TYPES "LG", 1131' AND lG2' 0 15-0" AFF TO UNDER SIDE .OF FIXTURE. C. UNDER DIVISION 16 CONTRACTOR SHALL VERIFY THE PROPER MOUNTING HEIGTIT OF THE EMERGENCY FIXTURES WITH THIS LOCAL FIRE MARSHALL PRIOR TO INSTALLATION. D. REFER TO DRAWING E2.0 FOR ROOM/AREA NAMES. E. MAINTAIN 10 Fr. CLEARANCE IN FRONT AND 4 Fr. CLEARANCE TO EITHER SIDE FOR TYPE U FIXTURES NEAR TV'S, EXCEPT AT CASHWRAP. F. SEE LIGHT FIXTURE SCHEDULE AND SYMBOL LIST ON DRAWING E4.0, G. COORDINATE WITH ARCHITECTS REFLECTED CEILING PLAN ON SHEET A3,0 PRIOR TO ROUGH -IN. H. TRACK LIGHTING RUNS SHALL START WITH THE FIRST HEAD CENTERED ON THE GRAPHIC FOCAL POINT. IN LOCATIONS WITH OUT FOCALS, CENTERED THE FIRST HEAD ON THE FIRST GRAPHIC. 14 -Y 41 ;l z p r Design and construction documents at, instruments' of service are given in confidence and remain the property of Hersohman Architects. The use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Herschman ante I��ue 01/30/2012 E310/PERMIT 02/1(9/2012 ADDENPLIMA 05/224201 2 04/02/2012 Pr -VISION 5 04/25/2012 REV15ION 4Z�� Drawn By: TINK Project No.: 0101.00 n_ o 0 z FM T. 0 WIND DATA FL. LIC. AR95693 &a 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 DESIGN OF MECHANICAL, ELECTRICAL TEL (216) 223-3200 AND PLUMBING EQUIPMENT RESTRAINT McHENRY & ASSOCIATES, INC. FAX (216) 223-3210 SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS www.herschmanarchitects.com FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 DIMENSIONED MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292-4696 LIGHTING PLAN ALL APPLICABLE CODES. Fax: (216) 292-5874 GONTRAr,TOR M5T VEPIFY Email: MAI L@MCH EN RYASSOCIATES-COM ALL GLEAPANGE5 AND' DIMIEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 f 16 FOR PANEL 'C' TRACK LIGHTING CIRCUITS. SEE ONE LINE PLAN TRACK 3+ `.\ �j'rr R A :I L F I I =-e 4 , I WIND DATA m&a DESIGN OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT RESTRAINT MCHENRY & ASSOCIATES, INC. SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON .INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44126 MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292-4696 ALL APPLICABLE CODES. Fox: (21.6) 292-5674 GC wpzAGTop, MU5T VERIFY Email: MAI L@MCHENRYASSOCIATES.COM ALL GLEARANGE5 AND DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005262 I I r b y F'Z Y d ttd y•'W r'r^ ri.. 44 ly.4rl V" a Design anaT99 of a�a`d��currents as Instruments cP OrWlc® are given in confidence and remain the property of Herschman Architects. 'Tho use of this design and these construction documents for purposes other than the specific project named herein Is sfriotly prohibited without expressed written consent of Herschmen Archltecte, Incorporated. Date Issue 01/50/2012 1r? MIT 02/16/2012 AE?DENVUM I 05/22/2012 E\11510N 2 w 04/02/2012 REV I V ON 04/25/2012 r EVI I0N 4 O N u xF 6 v 11� O U '11 N N ^ L N L E i � O O - q a 6 c5 v a CeSa '0 i eta o � t 6 eta N aV O F0 �v ® � "O,z ® � 3 6 .� C ' 13 13 N O v O v O _ S ma O ) w v E N � v CD 6 v S R C Q E i4 O L UD O V O c UD v 0 6 O 6 L?a 9.1n Drawn By: TY4< Project Na.: 13101.00 I II AFF ON r 1 1 FRAME. STUB 3/4MOUNT D OR LPBUTTON PUSH +48" n DOW 3/4"C CONCEALED TODIET SPA — — DIE,',FlI...,ti ' 1 WP WITH F1 BB1-40 BB1-4 h a S T - I���E LOCKABLE I_ ,j � S 99 R T B13 MOUNT I COVER -`-8131 33 B1 R RECEPT CLE IF -- 5 - 14'-0" AFF 1 i , I yi C7 5 COORDINATE,-, EF4 - ABOVE INDOW 11 i `� 3 ' 11 11 - WITH ADT �.� BB1-38 � ___ ---• � � .._ _... -- d= P� I � - EF5 I I i — - WIN - - ----- -. - - - -_... 22 - --- --- _- ®� - ID— - — -Ii5 --�--� B 13 —.J� LAW � I I L - - = �G 13 AWG IIIII nnnnin 13 �� it B36 ti� u'DYj III -- —II lull - . _ . IG -26 MOUNT NEXT TO IDF B36 I In V 5 BOARD ABOVE DOOR. _ Illn� IUILLh _-.,I� I - - 4 - 102 IC -28 I �- s _i r I nil _ � B3 I I - - - - _ - - SEE DETAIL 3/E7.0 1 I ai I: cl�llol__��I MOUNT RECEPTACLE �J 16 iiiiiii 9 91 ABOVE WINDOW [777 i' 1111111 PVM SUSPENDED T 8 -6 } 34 22 D I �oiiiia CHECKOUT � Mll SEE DETAIL 8/0.� L - IIUIII -o--r�- 9 " EMS SENSOR - --I -r'-L -_, EMS SENSOR 1 1 -6 27 �;, �tnl r 27 5 FOR RTU -3 H �` - E' - -- - cul FOR RTU -1- 1 A.F.F. Inn °9 a IG -21 - - - Bwol -_ — G H- z - - C -- - -- - - - - - - - - - - _ ---E - - ----- ------ --I t EO T - - - 2 s xdJ\ - B - I PRIOR TOANYROUGH ,IN,_ N - _ - - - - CONTRACTOR SHALL i { A SEE DETAILS ON ALL GEN. ACC RECEPTACLES SHALL BE COORDINAW EXACT LOCATIONS OF ALL I I '� EAM SPORTS SHEET E3.0 FOR MOUNTED WITHIN THE SERVICE COUNTER. 27 EMS SENSOR I� FOR RTU -2 RECEPTACLQS AND J -BOXES, INCLUDING GOLF SERVICES REQUIREMENTS COORDINATE WITH VENDOR #1 VOLTAGE AND LOAD REQUIREMENTS, OF ALL 0 9'-2" _0- �I L � - C+ PORTALS WITH ALL VENDORS. - - _ - coo 1 _ I I STRINGER I �._�., I132 9'-9"-� III W Z. Il II I I RACQUET ' SPORT5 III, IIII Illi 04 n I s' 2T] II III s� 0 I SII j N '' III II , 1 -0 1'-0" �a .° 1-0 9 " I O it—on AFF I 0 i AFF / `= 1 10'-5" 3'-7° \T SEE DETAILS ON -.I - 1 / AFF 1 AFF 1 - -�1 -I - F T - - - Rill - - = SHEET E3.0 F0OR - - - -oiie�- - � - °� ) F o IG -23 REQUIREMENTS- o C2 III BB4 I 2 BB1 -9 BB1-2 1®-6 I I,- _ A I II PROVIDE J -BOX FOR WALL MOUNTED SIGN. A.F.F. I i-1 11-611 � VI I � OMEN ATHL I II I SPORT GALES I I ��➢1�� � � AI I I I---- ----- --. JI--- 1-r A.F.F. � I I I I-----� -----I I---- ------il-=-==__--____ I---- ---- - -- -- _I I ---------_I I y 00 --------- ---- I ------ ----� i-I--�---- �- ---I- - - - I ul icy aD I I 11'-8" AFF /' \�x 1-9'-3"9°-2" AFF // \\ _ J - iI 1.4 ILL �I � �I I J +6"I1 � I I BB6 � I J. BOX FOR CONNECTION TO MOTORIZED �4 FF C6 I II 35 TYP. GRILLE. WIRE ALL CONTR LS PER MFR II B® - I-. _� - _ 26 WIRING DIAGRAMS. J _� - - - - - � T I i� �� I w® I s 2 ( DIEM SENSOR 89 \ I n p 27 EMSISENSOR FO RTU -5 21 / 9 - AFF FOR RTU -4 II 28 TYP. 1 yC 7 C D7 I / g _g°° \ // 1�EI�I 1 �3GG'9'S -`II \ //` 11'-18" AFF 1� 1t' ,E 11"TIC I %- - -- ---- - --- - -- -- - - -----� -`II 3" (MAX) ----- -- -- -� -- -- - ----------------------- ----= - __I - J I Q FRONT ENTRANCE MDOOR BELL SHALL , BE MOUNTED TO COLUMN AS HIGH AS \ SECURITY PEDESTAL SYSTEM -COORDINATE EXACT PEDESTAL I POSSIBLE IN JOIST SPACE. PROVIDE \ I} LOCATE PEDESTAL TO, RECEPTACLE AT DOORBELL 4 PORTS ALIGN WITH FACE OF \ LOCATIONS (MAX. OF 4 PER CONTROLLER) W/ DRAWING. SIGNAGE OPENING. I TO DIGITAL 904 CONTROLLER BEHIND ACCESS PANEL ABOVE MALL71 _ _ -- - - - -- D5\ ENTRANCE, C®® DINATE EXACT LOCATION W% ARgHITECTURAL DRAWING - I T I Al2.4. BEHIND CS ACCESS PANEL IN SIGN. SIGN VENDORI #8. 111III � II 11 - %B39 o - __ I III IIII 11 SALT WATER I 111 I I CE--ESECURITY TVA FIT._TB�II. II ITIf� i I i I I L.I r. II-Ilhu�. -_ I 1 � I- + D - - =111 \ti 13 SUSPENDED AT 8' 6" I I I J - - - SEED AIL 8/E3. 0 Old� I I �_- 22 36 I NRM. SEE D AILS ON ' Di W I I FII: J J -- � I I z 61 J J SHEET E3.0 FOR I I �" ISI �I II II1® 1 1 _ B81 -34 REQUIRIEMENT5 8'-11111-2 7'0" BB1-22 IBB1 36 'o ll _1D8" �. E , 1 -1 12 12 JilII BB1-24 �10 _ if) I II J 11 BB1-14 11 6 E - 14 � I � I / I 1 J J 23 .1 �VQD�eoflF��I'S rl TYP. /--- - - ---J --�-- I --�� __-__.-_-_- ---�.1 �_ _ �__-_--_..I =- _- -L_ -- -I L - --- ' I8�-32 1-30 F - ® I) I u� EMS,, SENSOR 27 881-12 o =,. 10 10 /� \ FOR RTU -6 L--- --1= --- =-_--=------ _-_ __ -= -_-_-_ �.ry ch BBI;-_6� �' 8-599 U9-111 _I B10,12 F F i I -1F 1 III I pp SENSOR I I I I� ; 11 II II II II I i�" 1, =, CO � �!'J 27 PVM SUSPENDED �L /B1-�C - 2 > S FOR RTU -8 ° AT 8 -69i SEE - F HL r o =o_ DETAIL 8/E3.O 8 I I/ _� 5°-51, _0„ 2G' -11"m /i _ H 65 PLASMA TV. POWER AND A/V CABLING �il = B35 11- -Ir u w ,® 9 9 - I °_ u U TO BE FED THROUGH FLANGE AND ATTACHED ' ' 11 1-1/2 PIPE TO MONITOR LOCATION' / e� - u 1 9, I 1 ` -I fl T� 00! - 11-2- - FOR BOWLING BALL PRESS MOUNT- Z ks,� aI BN� '- 6 �_. AT 48" AFF. % -I' \ I!-11-0 RECPT FOR SCALE. MOUNT AT +54"AFI= � - COORDINATE EXACT LOCATION WITH DSG /�., �Icr>o I( IG -25 I i I BB12 - s FRONT ENTRANCE DOOR BELL SHALL e T+'GO']i WEAR � � ; CONSTRUCTION MANAGER. I � t � �l I L BE MOUNTED ABOVE SUSP. ACT _ r ��;� ,� �11 u- V - - -r - -1 �� B - - - - _ \ C25 IFOR REN OO BB1�lrtI 1 - CEILING. PROVIDE J.BOX AT DOQRBELL B40 TI ,� AWG BB1-4 61 - -AND MAKE FINAL _ CONNECTIONS. -I IG- 41-C27 S E IC_ III - - I CG�- - - I � I�2 ��� � 28 ��ovIT�II��IIIV��} - U I� 3 BB1-8 MOUNT AT 48"S �I -- Tl - - - � OUTLET MTD. AT 18°'AFF II - EMS SENSOR - -1 .888 (�.ill _I - I I I I 91 I I � �� I - -I � � � �, � 11 _ d( FOR IBIKE COMPRESSOR 1 -D 1 - 27 - - - DIEFEF N _ u:_ _ FOR RTU -7 - - 0 ,�, I _ I l BB1-15 EWH1 MTD ON - _ 5°-8" SHELF ���o,- �tIfII�,IGBCCe>� LAINV.... BB1 1 � � _L ILII_ N -- 2 N, -7-- _ -I �I-111 _I __ -~ �v FY�tL I - =II II —4 ----+ --- ------ +18 1-=�._ �L=-_«-_-� RP -1 _.I_il �_.. L.P. --_ -- -- - --- --�= uv -- - - _ _ - ------ -- I _---I-=T= -_F--i --1 I ---F T -I - T--r--I\/ II, BB1 25.27 �r----I-- �� - � �1 I1 ---1� - - -- - -_�_- --_ .- --:_-- -� �� __:-_--- _-_ _ = RECPT FOR LINE WINDER. 1-111 13 T11 VI.-c-V� U n01�1 Y.��. —a`� —oma '�✓�.��i�.� .i�.'�,�' �..,��.-����i® Z2 y am. _ — -"r .— - -' _ — — =r I (� � _ 4 ��' °�������(1IeV�ti�°�t,tV�l� , , 2 li+'Q��'>I,W�,A� ��a��i� 1 _ PHONE - - MAIN S`4 C MOUNT AT 54 AFF. BOARD DB r LE;,�(�TP�Ij���d11..I`V)CWN1 d ---_ -----._r-�� _J� �-� F - - - - SDP -31; � - - - T,,...1CVA_TC,.VI{ Ir } - 0 r �� IIII � �-_ --T..� /3335-/ �:-== _ -�_ - - - - ------1C-26 (30/3)1 1 I x (34 I ------- ----- I _____--__=__-- BB1-20 - '\ II D35 CIS I I T MMAIN STOCK - w STAIR I-� __-------- �- J 6 o j i �M I V� I0 .]�'1j10II > 1VA�u— �I -_ -1 =_il- --_-= �� C!7(— - - - - - --10 RECEPTACLE o' I BFOR FLOOR PANELS "BB' D33 I� � li..a L.,�IV111°. 31 � 25 I 14 I I BUFFER. MOUNT "BI" AND 75 KVA FOR ADT. VERIFY �, 1 I r LOCATION WITH 3•® 1 LEVEL p AT 48" AFF, TRANSFORMER. 2.0 CAL POWER PLAN VENDOR #2 p E2•0 3/32 = � °-0°' 20.1 9. KEYED NOTES: 11 E.C. TO PROVIDE J. BOX AND CONNECTION TO HURRICANE SHUTTERS, PROVIDED AND INSTALLED BY CONTRACTOR. 20 PROVIDE 30/3 EXTERIOR N.F. DISCONNECT & INTERIOR FUSED (30AF) SWITCH FOR TRASH COMPACTOR WIRED IN 28 DIRTY FILTER SWITCH & CO2 SENSOR FURNISHED BY MECH CONTRACTOR. (CO2 SENSOR TO BE WITHOUT DISPLAY JUNCTION BOXES TO BE MOUNTED IN MASONRY PIERS AT FRONT ENTRANCE ADJACENT TO DICK'S SIGN. CONDUIT WIRE SHUTTERS AND ALL CONTROLS PER MFR: WIRING DIAGRAMS. SERIES. WIRE THROUGH CONTROLLER. COORDINATE WITH MANUFACTURER'S SPECIFICATIONS. & INSTALLED & WIRED BY E.C. ADJACENT TO EACH UNIT T'STAT) UNDER GROUND AND UP INSIDE MASONRY PIER. E.C. IS RESPONSIBLE FOR FINAL SIGN TERMINATIONS. COORDINATE EXACT LOCATION WITH SIGN VENDOR PRIOR TO INSTALLATION. 12 E.C. TO STUB -UP 4" CONDUIT FOR NEW INCOMING PHONE SERVICE, COORDINATE WITH LOCAL PHONE COMPANY. (.2D GLOBAL HUMIDITY AND INDOOR TEMPERATURE SENSORS SHALL BE MOUNTED AT 8'-0" AFF ON COLUMN. VERIFY 29 OUTLET MOUNTED HORIZONTALLY IN BASE AT END OF CABINET FOR 24-HOUR LIVE BAIT COOLER. WIRING REQUIREMENTS WITH EMS INSTALLER. INSTALL ONE 3/4" CONDUIT DOWN WALL, THROUGH FLOOR AND INTO AT FLOOR BOX. 13 PENDANT MOUNTED TV, SEE 13/E3.0 TYPICAL OF 3 AT CASH WRAPS. POWER AND A/V CABLING TO BE FED IN 30 MOUNT EMS CONTROL OVERRIDE PANEL AT +48" AFF. PROVIDE METAL LOCKABLE ENCLOSURE. COORDINATE ALL CONDUIT DOWN WALL TO TV LOCATION AS SHOWN IN DETAIL, 22 J. BOX AND LOW VOLTAGE WIRING TO POWER SUPPLY AT 1=ACP. MAKE CONNECTION TO DELAYED EGRESS DOOR REQUIREMENTS WITH EMS 'INSTALLER. PROVIDE AN INSULATED/ISOLATED GROUND CONDUCTOR TO THE GROUND BUS OF THE MAIN DISTRIBUTION ALARM PANIC HARDWARE PER MFR. WIRING DIAGRAMS. SEE DETAIL 5/E3.OA. PANEL FROM EACH DOOR OPERATOR. (TYPICAL) 14 FLOOR BOX FOR EXERCISE DISPLAY. E.C. TO VERIFY EXACT LOCATION OF FLOOR BOXES WITH ARCHITECTURAL 31 JUNCTION BOX FOR CONNECTION TO DELAYED EGRESS PANIC HARDWARE BOXED POWER SUPPLY LOCATED NEAR DRAWINGS. E.C. TO SUPPLY POWER FEED & (2) DUPLEX RECEPTACLES TO EACH FLOOR BOX. 23 2 #12 & 1 #12 GND - 3/4% TO 120/24V TRANSFORMER FOR INFRARED CONTROLLED, AUTOMATIC SINK FACP. PROVIDE 120V CIRCUIT AND CONNECTION TO FIRE ALARM SYSTEM. SEE DETAIL 5/E3.OA. E.C. TO PROVIDE ALL CONDUIT & WIRING AND MAKE FINAL CONNECTION TO VENDOR #19 DOOR SECURITY FAUCET. TRANSFORMER SHALL BE MOUNTED ABOVE LAY -1N CEILING IN CORRIDOR. TRANSFORMER AND FAUCET SYSTEM. SEE DETAILS 1, 2 & 3 ON DWG E3.0. 15 WIRE PUSHBUTTON TO OPERATE TWO DOORBELLS AT THE SAME TIME: ONE AT COLUMN C5 AND ONE ABOVE PROVIDED BY PLUMBING CONTRACTOR. FINAL WIRING TO TRANSFORMER & FAUCETS BY THIS E.C. COORDINATE 32 FLOOR BOX FOR GOLF DISPLAY . E.C. TO VERIFY EXACT LOCATION OF FLOOR BOXES WITH ARCHITECTURAL OFFICE AREA CORRIDOR CEILING. WIRE PER MFR. WIRING DIAGRAMS. ALL WORK WITH PLUMBING CONTRACTOR. DRAWINGS. E.C. TO SUPPLY POWER FEED & (2) DUPLEX RECEPTACLES TO EACH FLOOR BOX, \.�.✓ E.C. TO PROVIDE A SEPARATE INSULATED/ISOLATED GROUND CONDUCTOR FROM EACH ISOLATED GROUND�'�" �������-or-br-`��--pro--w��^ro��--��--•�1�-- RECEPTACLE BACK TO PANEL "IG". 16 1" CONDUITS BELOW FLOOR FOR WIRING FOR NORMAL POWER, IG POWER, TELEPHONE / DATA AND 24 NOT USED. l 33 ELECTRICAL CONTRACTOR SHALL INTERCEPT ALL EXISTING CIRCUITS FEEDING UNIT HEATERS IN THE STAIRWELLS TV/SECURITY/AUDIO TO CHECKOUTS AND GENERAL ACCESSORIES COUNTER. STUB UP CONDUITS UNDER COUNTER AND EXTEND -TO SPARE CIRCUITS IN THE DICK'S SPORTING GOODS PANEL °'F." FIELD VERIFY ALL REQUIREMENTS E.C. TO MAKE FINAL CONNECTIONS TO ALL CASE LIGHTING. AND COORDINATE LOCATION WITH MILLWORK VENDOR. 25 ELECTRICAL CONTRACTOR TO MAINTAIN ALL EXISTING CIRCUITS SERVING EXISTING FREIGHT ELEVATOR AND EXTEND PRIOR TO BID. TO NEW DICK'S SPORTING GOODS PANELS, PROVIDE NEW DISCONNECTS AND CONTROLS AS REQUIRED. COORDINATE 7 NOT USED. 17 PENDANT MOUNTED TV PER DETAIL 7/E3.OA. POWER AND A/V CABLING TO BE FED IN CONDUIT TO TV LOCATION NEW BREAKERS REQUIRED IN THE DICK'S PANELS TO RE -FEED ELEVATOR CIRCUITS WITH VENDOR #18. FIELD 34 ELECTRICAL CONTRACTOR SHALL INTERCEPT ALL EXISTING CIRCUITS WIRED TO EXISTING PANELS AND EXTEND TO / AS SHOWN IN DETAIL, VERIFY ALL REQUIREMENTS PRIOR TO BID. NEW LANDLORD PANELS PER DIRECTION OF THE LANDLORD'S REPRESENTATIVE. FIELD VERIFY ALL REQUIREMENTS � �..`/ PRIOR TO BID. EMPLOYEE TIME CLOCK � 48" AFF. SEE NOTE 5 AND DETAIL 10/E3.0. ( 26 ELECTRICAL CONTRACTOR SHALL COORDINATE SIDE WALL -MOUNTED SIGN LOCATIONS AND QUANTITIES WITH PROVIDE DISCONNECT SWITCH AND CIRCUIT FOR NEW BALER, 48OV. VERIFY ALL REQUIREMENTS AND EXACT 2 ARCHITECTURAL ELEVATIONS AND COORDINATE / VERIFY ELECTRICAL REQUIREMENTS WITH VENDOR #8. 35 REMOTE LIGHT/TEST STATION TO BE MOUNTED ADJACENT TO TEMPERATURE SENSOR. REFER TO DRAWING E2.0 LOCATION IN FIELD WITH OWNER PRIOR TO ROUGH -IN. 18 NOT USED. 27 FOR TEMP SENSOR LOCATIONS, TYP. ALL DUCT SMOKE DETECTORS. ELECTRICAL .CONTRACTOR SHALL FIELD COORDINATE EXACT- LOCATION OF ALL THERMOSTATS, TEMPERATURE 10 VERIFY EXACT LOCATION OF PANEL NDP" WITH NEW SERVICE. SEE ONE LINE SHE E6.0 19 JUNCTION BOX FOR COMPACTOR DOOR RELEASE. SIGNAL FROM FIRE ALARM SYSTEM. COORDINATE WITH SENSORS, SO AS TO NOT BE DIRECTLY "BLOWN" ON, ETC, MOUNT ON "BACK -SIDE" OF COLUMN, ETC. AS 36 J.BOX FOR CONNECTION TO ELECTRIC HAND DRYER, 12.5A, 120V. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. MANUFACTURER'S SPECIFICATIONS, REQUIRED. SEE SYMBOL LEGEND SHT. E4.0 FOR MOUNTING AND WIRING REQUIREMENTS BY E.C. HAND DRYER PROVIDED BY VENDOR #18 III 0°1 I All I TJ NOTE TO CONTRACTOR: E.C. SHALL PURCHASE & PROVIDE (12) PLUG-IN SURGE PROTECTORS IN HIS BID WHICH WILL PROTECT IMPORTANT EQUIPMENT. UNLESS NOTED OTHER WISE, THESE SURGE SUPPRESSERS SHALL BE BY APC, SURGE ARREST MODELS Pro? (QTY. 6) (FOR POS. AND COMPUTERS) AND Pro7T (QTY, 6) FOR FAX AND ANSWERING MACHINES. VERIFY LOCATION WITH PROJECT MANAGER. GENERAL NOTES - DRAWING E--2 A, FOR 20A BRANCH CIRCUITS ONLY. ALL BRANCH CIRCUITS MORE THAN 75 FEET IN LENGTH FOR 120 VOLT CIRCUITS AND 200 FEET FOR 277 VOLT CIRCUITS SHALL BE MINIMUM #10 AWG. ALL BRANCH CIRCUITS MORE THAN 150 FEET IN LENGTH FOR 120 VOLT CIRCUITS AND 400 FEET FOR 277 VOLT CIRCUITS SHALL BE MINIMUM #8 AWG. ALL BRANCH CIRCUITS MORE THAN 225 FEET IN LENGTH FOR 120 VOLT CIRCUITS SHALL BE MINIMUM #6 AWG. ALL BRANCH CIRCUITS MORE THAN 350 FEET IN LENGTH FOR 120 VOLT CIRCUITS SHALL BE MINIMUM #4 AWG. B. ALL THERMOSTAT LOCATIONS SHALL BE APPROVED BY DICKS ON SITE REPRESENTATIVE. C. ALL CONDUITS RUN IN EXPOSED CEILING AREAS SHALL BE RUN WITH STRUCTURE TIGHT TO UNDER SIDE OF ROOF DECKING. FIRE ALARM SYSTEM NOTES - DRAWING E-2 A• REFER TO SPECIFICATION SECTION 16721 FOR ALL FIRE ALARM SYSTEM REQUIREMENTS AND RESPONSIBILITIES. THE ELECTRICAL CONTRACTOR SHALL DESIGN, FURNISH AND INSTALL A COMPLETE 24V DC, ELECTRICALLY SUPERVISED ANALOG ADDRESSABLE FIRE ALARM SYSTEM AS SPECIFIED IN THIS SPECIFICATION SYSTEM AND PROVIDE ALL SHOP DRAWINGS AND OBTAIN ALL APPROVALS REQUIRED FROM THE AHJ. B. DUCT SMOKE DETECTORS SHALL BE PURCHASED AS PART OF THE FIRE ALARM SYSTEM, FURNISHED BY THE ELECTRICAL CONTRACTOR, INSTALLED BY THE MECHANICAL CONTRACTOR, AND WIRED TO THE RTU BY THE MECHANICAL CONTRACTOR. E.C, SHALL WIRE 'THE DUCT DETECTORS TO THE FIRE ALARM CONTROL PANEL. C. E.C. SHALL PROVIDE 3/4"C (WITH PULL WIRE) FROM EACH FIRE ALARM DEVICE TO ABOVE ACCESSIBLE CEILING. IF DEVICE IS LOCATED IN AN AREA WITHOUT CEILING, THIS E.C. SHALL STUB UP 3/4"C TO STRUCTURAL JOIST. ALL FIRE ALARM WIRING SHALL BE PROVIDED AND INSTALLED BY FIRE ALARM INSTALLER. D, ELECTRONIC DELAYED EGRESS PANIC DEVICE TO BE WIRED TO FIRE ALARM SYSTEM. THIS WILL INCLUDE A 15 SECOND DELAY FOR AUDIBLE ALARM. COORDINATE ALL REQUIREMENTS WITH SUPPLIER/INSTALLER, SEE DETAIL SHEET E3.1b. E. E.C. SHALL PROVIDE FACILITIES FOR THE FIRE ALARM CONTROL PANEL AT THE TELEPHONE BACKBOARD IN THE ELECTRICAL ROOM AS SHOWN ON DETAIL 3/E6.0. F. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE TO MODIFY THE EXISTING BUILDING FIRE ALARM SYSTEM AS REQUIRED TO ALLOW DICK'S SPORTING GOODS AND FUTURE TENANTS TO PROVIDE THEIR OWN FIRE ALARM SYSTEMS AND PROVIDE COMMUNICATION TO THE EXISTING LANDLORD FIRE ALARM PANEL, EACH TENANT'S FIRE ALARM SYSTEM MUST COMPLY WITH SECTION 16721 OF THE SPECIFICATIONS AND BE ABLE TO COMMUNICATE WITH THE LANDLORD'S BUILDING FIRE ALARM SYSTEM. NOTE: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ELECTRICAL CONDUIT ROUGH -INS FOR ALL FIRE ALARM DEVICES PER NOTE 'C' UNDER _FIRE ALARM NOTES a FlltnA�Ei �� S e s�� P �. r Design andconsdrad Ir��8a�cuments as instruments of service erg given In confidence and remain the property of Herschmen Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of H®rschm®n Architects, Incorporated. Date Issue 01/50/2012 BIPMERMIT 02/16/2012 ® ADDENDUM I 05/22/2012 REV15ION 2 04/02/2012 � EV15ION 5 04/25/2012 � EV15ION 4 ® c 6 s R m �O 8 ll t N 9 w 6 V �v� a U �p ') ) -e 0 6 u9 OA VB m < 6.g 2 6 6 51.-6 v _6 9.. ®.2o1' 211 6 a o 6 c L U9 E�6�a n ® 67 ue 6� N Q O m N' 0 — N 6 6 J s VB (j ® 43 � N 13 6 � V•n � (3 ti °£6v u 6-u Drawn By: - TYvI. 15101.00 FL. LIC, AR95693 25091 EMERY ROAD, SUITE 400 CLEVELAND, OH 44.123 TEL (216) 223-3200 FAX (216) 223-3210 www,herschrnanarchitects.com ELECTRICAL POWER PLAN KEYED NOTES (DETAIL 3/E2QAA r� o� 70 J 0 c� 9 Uj 0 (13in u� 0 0 0 M �t v 9 U E c - Q 41 E a 16 tN 16 P cd tri tv L \ I I I EXTEND 4"C FOR NEW TELEPI-LONE SERVICE 34 TO DICK'S SPORTING GOODS LECTRICAL _ \J �Il RECEIVINGIQ�RECEIVING) ROOM FROM RELOCATED TELE HONE DEMARK. E'�I_p,:w��„ fti,IUIV�". FIELD VERIFY ALL REQUIREMENTS PRIOR TO =�- BID. B15 ELD Tr*1 34 D6 / I h 19 -32,34, 6 ( _H NF WP 25 DOCK LIGHT - - +46" AFF. WP 20 I B33 LOCKABLE - - - � ,_ )-1 COVER - - LOWER LEVEL POWER PLAN 2.OA3/32" — 1 "_na" OG - 3 ILIW SPLIT 2.OA 3/3299 = V-0" TRANSFORMER SCHEDULE EXISTING PAD MOUNTED TRANSFORMER. KVA EXISTING HV INCOMING. T-1 EXISTING "SINGLE" METER TO BE REMOVED. ® EXISTING 3000 AMP, 480/277 VOLT, 3PH, 4W SWITCHGEAR TO REMAIN. REMOVE 0Y/277 NEUTRAL/GROUND BONDING JUMPER IN SWITCHGEAR. BONDING SHALL NOW OCCUR AT THE T-2 2000A MAIN SWITCH. SECTIONI EXISTING 3000 AMP MAIN SWITCH (RE -FEED AT 2000 AMPS). REMOVE NEUTRAL -GROUND 75kVA BONDING JUMPER. 0 EXISTING UNDERGROUND SECONDARY FEEDERS, (0) 4" CONDUIT WITH (4) 500 KCMIL IN EACH (FIELD VERIFY). MLO INTERCEPT (3) 4" CONDUIT AND REROUTE TO NEW 600 AMP CT CABINET - (4) 600 KCMIL IN #2G IN EACH, RUN BACK TO TRANSFORMER. 65,000 INTERCEPT (4) 4" CONDUIT AND REROUTE TO NEW 1600 AMP CT CABINET - (4) 600 KCMIL IN ( EACH, RUN BACK TO TRANSFORMER. C 1600 AMP CT CABINET AND METER. l 10 4 1600 AMP FUSED, SERVICE ENTRANCE RATED DISCONNECT SWITCH, STUB (5) 4" CONDUIT THROUGH WALL INTO EXISTING 3000 AMP FUSED SWITCH. 11 600 AMP CT CABINET AND METER. 12 600 AMP FUSED, SERVICE ENTRANCE RATED DISCONNECT SWITCH (DICK'S SPORTING GOODS). 13 INTERCEPT INCOMING TELEPHONE SERVICE AND RELOCATE EXISTING TELEPHONE COMPANY DEMARK TO EXISTING ELECTRICAL ROOM. FIELD VERIFY ALL REQUIREMENTS PRIOR TO BID. 14 PROVIDE NEW 3/4" X 4 X 6 BACKBOARD FOR TELEPHONE DEMARK. 1 (2) 4" CONDUIT WITH (4) 600 KCMIL IN EACH, RUN UP WALL TO BOTTOM OF 2ND LEVEL JOIST, "LB" INTO JOIST SPACE AND RUN OVERHEAD TO DICK'S SPORTING GOODS SWITCHGEAR ON 2ND LEVEL. 16 RUN (1) 4" CONDUIT TO DICK'S SPORTING GOODS TELEPHONE BOARD IN DICK'S SPORTING GOODS ELECTRICAL ROOM. 17 EXISTING GENERATOR TO BE REMOVED — XR 1 a INTERCEPT (1) 4" CONDUIT AND REROUTE TO NEW 400 AMP CT CABINET — (4) 600 KCMIL IN C EACH, RUN BACK TO TRANSFORMER. 19 400 AMP CT CABINET AND METER. A( 20 400 AMP FUSED, SERVICE ENTRANCE RATED DISCONNECT SWITCH. r� o� 70 J 0 c� 9 Uj 0 (13in u� 0 0 0 M �t v 9 U E c - Q 41 E a 16 tN 16 P cd tri tv L \ I I I EXTEND 4"C FOR NEW TELEPI-LONE SERVICE 34 TO DICK'S SPORTING GOODS LECTRICAL _ \J �Il RECEIVINGIQ�RECEIVING) ROOM FROM RELOCATED TELE HONE DEMARK. E'�I_p,:w��„ fti,IUIV�". FIELD VERIFY ALL REQUIREMENTS PRIOR TO =�- BID. B15 ELD Tr*1 34 D6 / I h 19 -32,34, 6 ( _H NF WP 25 DOCK LIGHT - - +46" AFF. WP 20 I B33 LOCKABLE - - - � ,_ )-1 COVER - - LOWER LEVEL POWER PLAN 2.OA3/32" — 1 "_na" OG - 3 ILIW SPLIT 2.OA 3/3299 = V-0" TRANSFORMER SCHEDULE XFMR KVA REMARKS T-1 75 EC SHALL FLOOR MOUNT OR SUSPEND FROM STRUCTURE CeTI In# A CODED NOTES FOR FEEDER SIZES (4)—#600 KCMIL & (1)#3 AWC CU. GND IN (1) 4" CONDUIT (BY ELECTRICAL CONTRACTOR) (3)#1 THWN CU & (1)#6 THWN CU. GND IN 2" CONDUIT (BY OTHERS IN PREFAB DIST. PANEL ONLY) (4)3/0 THWN CU (1)#6 THWN CU. GND IN 2" CONDUIT (BY OTHERS IN PREFAB DIST. PANEL ONLY) NEW PANEL FL. LIC. AH95693 C NEW PANEL 99HA99 DESIGN OF MECHANICAL, ELECTRICAL 0Y/277 T-2 208Y/120 SECTIONI SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS 75kVA SECTION1 400A 200A MLO #2G IN MCN 65,000 ALL APPLICABLE CODES. Fax: (216) 292-5574 GONTRAC-TOR r15T VERIFY Email: MAIL@MCHENRYASSOCIATES.COM 3/4"C BY E.C. 65,000 ,--o SEE DRAWING E6.0 FOR CONTINUATION. i ! t7 P� � k � .. �� k � t " ,II�";;G i .k. U- �Lw 3 it ' ..t � IA .,I$�d'�4M .a NOTE: SEE DRAWING E2.0 FOR GENERAL AND CODED NOTES. OFFICE I f ty:y(jA POWER s .«, .AN s `" M` �✓ nyr Design endIdort0A tlpn documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these conetructlon documents for purposes other than the specific projeot named herein is strictly prohibited without expressed written consent of Herschmen Architects, Incorporated. DateIO-Sue 01/50/2012 E311?/PE MIT 02/16/2012 ADDENDUM I 05/22/2012 REVISION 2 04/02/2012 REVISION 5 �4 Drawn By: TY1 Proiect No,: 15101.00 WIND DATA fn&a FL. LIC. AH95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, CIH 44120 DESIGN OF MECHANICAL, ELECTRICAL TEL (216) 223-3200 AND PLUMBING EQUIPMENT RESTRAINT McHENRY e ASSOCIATES, INC. FAX (216) 223-3210 SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS www.herschmanarchitects.com FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 ELECTRICAL POWER MANUFACTURER AND AS REQUIRED FOR Rhone (216) 292-4696 PART PLANS ALL APPLICABLE CODES. Fax: (216) 292-5574 GONTRAC-TOR r15T VERIFY Email: MAIL@MCHENRYASSOCIATES.COM E2mOA ALL GLEA NGE5 Arun DIMEN51O 5 IN FIELU WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 04 - OH - �' ELECTRICAL POWER ROOF PLAN 3/32A9 = 19_099 0 KEYED NOTES ALL RTU'S HAVE A FIELD MIRED, FACTORY INSTALLED SERVICE NON-FUSED DISCONNECT SWITCH.. ELECTRICAL CONTRACTOR SHALL WIRE FACTORY INSTALLED GFCI SERVICE RECEPTACLES FOR RTU 6 & 9 TO CIRCUIT D29. THE REMAINING RTU'S HAVE FACTORY WIRED, FACTORY INSTALLED GFCI SERVICE RECEPTACLES, 02 E.C. TO.INSTALL 1-1/2" CONDUIT THROUGH ROOF INCLUDING WEATHERHEAD FOR SATELLITE DISH, E.C. TO TERMINATE CONDUIT AT 6'-0" AFF. AS CLOSE TO "MAIN EQUIPMENT RACK" AS POSSIBLE. ELECTRICAL CONTRACTOR SHALL MAINTAIN EXISTING CIRCUITS FEEDING EXISTING MECHANICAL EQUIPMENT, REROUTE CIRCUITS AS REQUIRED TO ACCOMMODATE THE NEW CONSTRUCTION, FIELD VERIFY ALL REQUIREMENTS PRIOR TO BID. REFER TO EM DRAWINGS FOR ADDITIONAL ELECTRICAL CONTRACTOR WORK REQUIRED FOR THE INSTALLATION OF THE ENERGY MANAGEMENT SYSTEM. ELECTRICAL CONTRACTOR RESPONSIBLE FOR WIRING BUILDING ENERGY MANAGEMENT (EM) SYSTEM. NOTE: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE DUCT SMOKE DETECTORS PER NOTE 'B' UNDER FIRE ALARM NOTES ON DRAWING E2.0. � J �� " f�a. ..•p v �3 � m a , oonsBr'uctigta`�documents as inatrumanfs-''&­`6'eivlce are given in confidence and remain the property of Herschmen Architects, The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue :)1/50/2012 1D/FF—RMIT 92/16/2012 ADVENVUM I X6/22/.2012 RE\/ISIQN 2 94/02/2012 I E\/1510N 5 94/25/2012 E\/ISIQN 4 w w ® FD420, w `m r°°gym 6 Q u U 6 Li N p 6 N N v 'D 6 _w N 'D 6 7 U � ® — 6 -_ Sl 1310 � CS L Q O CL -(3 75 N L 1-3 L N Q N 15 6 � N 6 N 6 � Y U9 N N L � � N U7 Q � ell 6 A C U 6 41 O "6 6 O J g Qin c L Q O � tll c � N � •� ®g 6 Q 43 X4 a U SL Iti [Drawn By: TYiK WIND DATA m&a DESIGN OF MECHANICAL, ELECTRICAL McHENRY & ASSOCIATES, INC. AND PLUMBING EQUIPMENT RESTRAINT SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS® OHIO 44128 MANUFACTURER AND AS REQUIRED FOR Phone. (216) 292-4696 ALL APPLICABLE CODES. Foxe (21 6) 292-5874 G0NTj;,1AGT0R MU5T VERIFY Email: MAIL@MCHENRYASSOCIATES.COM ALL GLEARANGE5 AND ®IMEN5I0N5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 Project No.: 15101.00 d R CHECKOUT NOTES: 1. REFER TO PENDANT MOUNT TV INSTALLATION DETAIL 12/E3.0411 7.80 2. FROM EACH ISOLATED GROUND RECEPTACLE, PROVIDE A SEPARATE INSULATED, ISOLATED GROUND CONDUCTOR TO THE ISOLATED GROUND BUS IN PANEL "IG'. 00 % 3/4' CONDUIT 3. ALL WIRES PULLED BY E.C. REFER TO SPECIFICATION. FROM ULTRAPOST- SCREW SCREW ExTERIOR PEDESTAL TO MOUNT 8'-0" TO TOLE HOLE ;2 86 Instruments of Beryl, T REMOTE ALARM 2- 4. PROVIDE RECESSED DUPLEX FLOOR BOX UNDER COUNTER. E.C.ECTO PROVIDE " , " 4�, , 6 6 , " 12'-0" AFF MAX. 2 CONDUIT TO S[UB UP AT RECEPTACLE AND WIRE. Design,ya 6f�dctio DESIGNATED LOCATIONS AND in confidence and remain of Herschman Arohitool CUT I" MAX ABOVE FINISFIED 5. J. BOX FOR CONNECTION TO SHOWCASE LIGHTS. VERIFY QUANTITY AND WIRE ALL. of this design and these LEFT SIDE: 3/4" FLOOR documents for purpose 3/4 STUB 3/4' CONDUIT 14" the specific project nar STUB 4" BY 4" J–BOX WITH SINGLE MUD RING FOR DATA CONNECTIONS MOUNTED IN VACCES. HO UP CONCEALED IN 6 ACCESS HOLES FOR TO OPEN THE KRONOS strictly prohibited withoi UP CABINET. written consent of Her 3/4" CONDUIT-------, r_ WALL KNOCKOUT FOR AC POWER AND/OR TIME CLOCK, YOU MUST Architects, Incorporate CONCEALED IN A 0 A MOUNT BEHIND CABINET AT 16" A.F.F. AC OUTLET 6°92 ETHERNET CABLES REMOVE THE ALLEN SCREW WALL REMOTE EXIT PEDESTAL ENTRY WALL W-00 MAX. — COORDINATE EXACT LOCATIONS WITH DICK'S ON THE LEFT OF THE Date Issue ALARM SP MID EQ. EQ. SPORTING GOODS PROJECT MANAGER. 54'-3/8' CLOCK. ADDITIONAL SPACE PNEUMATIC TO P IS REQUIRED TO OPEN THE 01/50/2012 E310/r- SLIDING NOTE: DO NOT CLOCK FOR WALL- SLIDING STORE REMOVE THIS TROUBLESHOOTING 02/16/2012 0 A00t PNEUMATIC ]J SLIDING DI KNOCKOUT FROM THE PURPOSES. Z J I --I �U[ TERMINAL UNLESS YOU RIGHT SIDE: 05/22/2012 0 PF_VI! ULTRAPOST PEDESTAL NOTES: MOUNT THE TERMINAL I [� TWO 3/4' CONDUITS BELOW OVER AN AG OUTLET 9 U= 1 F-1 I — -- THE AREA TO THE RIGHT FLOOR 'IT 1. PEDESTAL DISTANCE FROM DOOR FRAMES SHOULD BE APPROX. 8". LL ----i I- _1111 F – — + OF THE KRONOS TIME 3/4" CONDUIT D1 "0" D3 -Al FLOOR FOR POWER AND LOW + CONCEAL CONDUIT IN 3/4- CONDUIT IN MAX. DISTANCE FROM PEDESTAL TO PEDESTAL (CENTER TO CENTER) 15 VOLTAGE WIRING TO COUNTER CLOCK MUST REMAIN 9 FLOOR SLAB FLOOR SLAB 1-1/2' MIN. SCREW CLEAR, SO THAT BELOW FLOOR L 1 0P-5"$ HOLE EMPLOYEES HAVE AMPLE SLAB, (TYP.) S SHALL BE ON SAME CIRCUIT. EQ—t, ?_1 0 2. BOTH ENTRANCE AND EXIT SYSTEM 4- 4.5 .,r # ROOM TO SWIPE THEIR CONDUIT STUB -UP--, SYSTEMS SHALL BE LESS THAN 1/2–V FROM GROUND TO NEUTRAL. BADGE. SYSTEMS ARE HARDWIRED. 3.90— ALLOW 12" TO I L THE LEFT OF C23 -- 7 & - (�6 3° FEED CONDUIT AND WIRING DOWN CLOSEST INTERIOR FULL HEIGHT _F63 THE OUTLET TO I WALL. CONTINUE RUN UNDER FLOOR TO PEDESTALS, PROVIDE CONDUIT THE RIGHT OF THE i ALLOW FOR W FOR AMPLE ROOM STUBS UP TO EACH PEDESTAL. COORDINATE PEDESTAL LOCATIONS IG -29- THIS DETAIL 13 FOR REFERENCE ONLY. THE ENGINEER IS TO MODIFY AS REQUIRED TO SUIT SITE CONDITIONS, W/ VENDOR #19 DOOR SECURITY REP. AMPLE ROOM SEE NOTE #4–/ \�EE NOTE #5 CONDUIT HOLES (APPROXIMATELY 7/8- IN DIAMETER ALL WORK SHALL BE COORDINATED WITH VENDOR #19 PRIOR TO ROUGH–IN. ALL CUSTOMER ENTRIES 2 5/ (EXTERIOR VESTIBULES, MALL ENTRIES, ETC.) INTO/OUT OF DICK'S SPACE SHALL BE PROVIDED WITH VENDOR 4, ELECTRICAL CONTRACTOR TO PROVIDE A 3–WIRE PULL STRING IN 3/4"+ TO BE USED FOR GATE COMMUNICATION CABLE CONDUIT BETWEEN SYSTEMS PEDESTALS FOR LOW VOLTAGE WIRING. 0 SECURITY SYSTEM. 2'-0" MINIMUM TO COORDINATE INSTALLATION 2'-0" MINIMUM TO WITH ADJACENT ADT KEYPAD 5, SYSTEMS TO BE OPERATIONAL 24 HOURS A DAY. COORDINATE III INSTALLATION WITH GENERAL CONTRACTOR & SUPPLIER ADJACENT ADT KEYPAD ADJACENT ADT KEYPAD WIRING DETAIL FOR VESTIBULE DOOR C3 (LEFT OR RIGHT) (LEFT OR RIGHT) 6. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR SUPPLIER ---SEE NOTE #1 (TYPICAL) – EC URITY ULTRA130ST PEDESTALS TIMECLOCK BACKPLATE DIMENSIONS 3 ENLARGED GOLF COUNTER PLAN 10 E3.0N 2 ULTRAPOST PEDESTAL DETAILS + NOTES E3.0 N.T.S. E3.0 N.T.S. E 3 PON.T. S. III D2411 NOTE 5 L_7] DATA OUTLET (TYP.) N NOTE 5 DATA CABLE TO BE RUN II 3 IN FLOOR DUCT. SEE f-3 L FOR FLOOR DUCT DETAIL. NOTE 6 �G IC -31 -=i L037 PkirrvinHT NmTPSd (191 CONDUIT 0 —1 BELOW FINISHED CONCRETE SURFACE. TYPICAL OF ALL FOUR LINEAR RUNS. IG CIRCUITS POWER CIRCUITS At DATA TV AUDIO VISUAL / SECURITY 039 6B2 1. REFER TO PENDANT MOUNTED TV INSTALLATION DETAIL 13/E3.0 SEE DETAILS E3.0 FOR 2° FROM EACH ISOLATED GROUND RECEPTACLE, PROVIDE A SEPARATE NOTE 4 REQUIREMENTS (4) 3/4-C BELOW FLOOR 11 INSULATED, ISOLATED GROUND CONDUCTOR TO THE ISOLATED --SEE NOTE #1 (TYPICAL) I I � Ii sl l i L LLI- L 1" C. TO PANEL IG GROUND BUS IN PANEL RIG". e- 111111 TWO UNISTRUT P1000 61-7 C4 1" C. TO PANEL B 1 ALL WIRES PULLED BY E.C. REFER TO SPECIFICATION. CHANNEL � �,� L TV 1)3914'-5 B2 IG -33 ( 4. J. BOX FOR CONNECTION TO SHOWCASE LIGHTS. VERIFY QUANTITY 1" C TURN CONDUIT INTO GOLF STOCK ROOM FOR IDF CABLES "IG _2 J G– 04 �4 — i4+ AND WIRE ALL. '-I(;-z 12 I" C TURN CONDUIT INTO GOLF STOCK ROOM FOR IDF CABLES SEE NOTE 7 REPLACE 18" LENGTH FURNISHED DI-11VOTAN17 UNINIM) IIkII)PP FIYTIIRIKI(' FOR PFP.q MACHINE. IF 0 f7l AKIff ...... i documents ;e are given the property s. The use construction other,than ed herein is it expressed schman A. ERt-41 T 'NPUM I AON 2A _ 2 MMMIZ I M OAD, SUITE 400 , 0F1 44128 31 223-3200 3) 223-3210 narchitects.corr C----- INDICATES CONTROL DEVICE M----- INDICATES ELECTRIC EQUIPMENT RIC E UIPMENT AND CONTROL SCHEDULE F -1 --INDICATES EQUIPMENT DESIGNATION FROM SCHEDULE ELECT Q AU ----INDICATES CONTROL DEVICE LOCATED AT UNIT X ----INDICATES FIRE ALARM FAN SHUTDOWN IS REQUIRED 101 ----INDICATES ROOM LOCATION FOR CONTROL DEVICE EQUIPMENT ITEMS FURNISHED � INSTALLED BY ELECTRIC DIVISION ITEMS FURNISHED � INSTALLED E Q WIRED BY OTHER DIVISIONS FIRE PANEL NON- ALARM 2 -SPEED HON- OR POWER WIRING POWER WIRING FUSED FUSED MANUAL FAN MANUAL COMB. COMB. FUSED PKC. EQUIP. ROOM CONTROL CIRCUIT FROM PANEL TO FROM CONTROL GND KEY. DISC. DISC. MOTOR SHUT- MOTOR MAGNET. MAGNET, DISC. CTRL. DESIGN. NAME LOCATION HP KW VOLTS PHASE CENTER BREAKER CONTROL UNIT UNIT TO EQUIP WIRE NOTES SWITCH SWITCH STARTER DOWN STARTER STARTER STARTER SWITCH UNIT RTU 1 ROOF TOP UNIT #1 ROOF - 27.1 460 3 SDP 40A -3P 3#8, 3/4"C 3#8, 3/4"C #10 1,4,5,6 71 GONPUIT THROL&I FLOOR OR HALL - UL. GAJ -114q 4' WRAPAROUND X 3 - F32T8/SP35 A 20A -1P C.B.) AU 4' WRAPAROUND RTU 2 ROOF TOP UNIT #2 ROOF - 36.0 460 3 SDP 5OA-3P 3#6, 1"C 3#6, 1"C #10 1,4,5,6 2" MINIMUM CONCRETE COVER ABOVE CONDUIT CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE. X TRACK COUPLING T23WH "EM" - EMERGENCY BATTERY PACK REQUIRED. AU CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE NTH "EM" RTU 3 ROOF TOP UNIT #3 ROOF - 27,1 460 3 SDP 40A -3P 3#8, 3/4"C 3#8, 3/4"C #10 1,4,5,6 WHITE COVER PLATE T25WH "TV" INDICATES CEILING MOUNTED TELEVISION RECEPTACLE. X 'VCR" INDICATES WALL MOUNTED VCR RECEPTACLE. TR/X "IG" INDICATES ISOLATED GROUND RECEPTACLE - ORANGE IN COLOR. AU "GFI" INDICATES GROUND FAULT INTERRUPTING RECEPTACLE. RTU 4 ROOF TOP UNIT #4 ROOF - 30.4 460 3 SDP 45A -3P 3#6, 10C 3#6, 1"C #10 1,4,5,6 METAL HALIDE HEADS ON TRACK WITH SEPARATE CORD. ANALOG LINE. X DATA CABLE LOCATION. J BALLAST. SURFACE MOUNT TO ACOUSTIC. TILE, STEM MTD. IN OPEN AREAS. SEE ELECTRICAL DWG'S AU NOTED. SIZE AS REQUIRED. RTU 5 ROOF TOP UNIT #5 ROOF CEILING FOR AMT. OF FIXTURE HEADS & TRACK REQUIRED. SEE NOTES 2 & 3 BELOW. 30.4 460 3 SDP 45A -3P 3#6, 1"C 36, 1"C #10 1,4,5,6 DSG-8TSSF-232-UNV-OS-QTP3X32T8UNVISNSC-U (2-WG/SSF-4FT-B) 4 - F32T8/3P35 PROVIDE IN GOLF RANGES X FUSED DISCONNECT SWITCH, VOLTAGE RATING LG2 8' STRIP AU 2 - F32T8/SP35 RTU 6 ROOF TOP UNIT #6 ROOF - 20.5 460 3 SDP 3OA-3P 3#10, 3/4"C 3#10, 3/4°°C #10 1,4,5,7 POWER CONNECTION 'TO LOCAL DOOR ALARM (2) DUPLEX RECEPTACLE OUTLETS, WITH FLUSH SQUARE 2 X GANG CAST IRON FLOOR BOX. PROVIDE BRASS COVER PLATE - HUBBEL OR EQUAL AU EM UNIT - NICKEL CAD BATTERY RTU 7 ROOF TOP UNIT #7 ROOF 8'-0" UNLESS NOTED OTHERWISE. REFER TO DETAIL 1/H3.0 27.1 460 3 SDP 40A -3P 3#8, 3/4"C 3#8, 3/4"C #10 1,4,5,6 INCLUDED MOUNT 18" ABOVE DOOR. MECH. CONTRACTOR. WIRED AND MOUNTED BY X SGL FACE EXIT W/BATTERY BACK UP NI -CAD AP70RWH INCLUDED AU ONE HR. TIMER SWITCH FURNISHED BY MECH. CONTRACTOR, RTU 8 ROOF TOP UNIT #8 ROOF INCLUDED 27,1 460 3 SDP 40A -3P 3#8, 3/4"C 3#8, 3/4"C #10 1,4,5,6 8-3 / 8" FLUORESCENT DOWN LIGHT PD8 HW242E/BFIRC / (2) 26W QUAD X 0 T1 6" FLUORESCENT DOWN LIGHT AU (2) 26W QUAD RTU 9 ROOF TOP UNIT #9 ROOF HIGH -BAY H. I. D. 16.2 460 3 SDP 25A -3P 3#10, 3/4"C 3#10, 3/4"C #10 1,4,5,7 W PENDANT MOUNTED COMPACT FLUORESCENT FIXTURE WITH WIRE GUARD X 1 - 14W CFL E.C. TO MOUNT BOTTOM OF FIXTURE 9'-0" A,F,F. AU 100 WATT HID DOWN LIGHT RTU 10 ROOF TOP UNIT #10 ROOF Z5 DECORATIVE WALL 3 SDP 40A -3P 3#8, 3/4"C 3#8, 3/4"C #10 1,4,5,6 1 - 75PAR SEE DWG. E2.0 ®® RC X IN1210OWLB5012/ELB1224B/KIT INCLUDED PENDANT MOUNTED 16`-0" A.F.F. TO BOTTOM OF FIXTURE AU FLUSH SINGLE GANG CAST IRON FLOOR BOX FOR r27.f1460 2 PLATE - HUBBEL OR EQUAL EF1 EXHAUST FAN #1 OFFICE AREA 398W 1 C 20A -1P 2#12, 3/4"C 2#12, 3/4"C #12 2,3 AU EF2 EXHAUST FAN #2 ROOF 1/6 - 115 1 C 20A -1P 2#12, 3/4"C 2#12, 3/4"C #12 1 AU EF3 EXHAUST FAN #3 ROOF 1/4 - 115 1 D 20A -1P 2#12, 3/4"C 2#12, 3/4"C #12 8 AU EF4 & 5 EXHAUST FAN #4 & 5 DISPLAY WINDOW 351W - 115 1 B 20A -1P 2#12, 3/4"C 2#12, 3/4"C #12 11 AU EWH-1 WATER HEATER STOCKROOM - 2.0 208 1 BB1 20A -2P 2#12, 3/4"C 2#12, 3/4"C #12 AU RP -1 RECIRCULATING PUMP STOCKROOM FRACT. HP - 120 1 BB1 20A -2P 2#12, 3/4"C 2#12, 3/4"C #12 AU TC COMPACTOR LOAD DOCK - 11.6 460 3 SDP 3OA-3P 3#10, 3/4'C 3#10, 3/4"C #10 9,10 AU AU CONY. CONVEYOR STOCK - 1HP 120 1 BB1 30A -1P 2#10, 3/4"C 2#10, 3/4"C #10 AU B BALER LOAD DOCK - - 480 3 SDP 30A -3P 3#10, 3/4"C 3#10, 3/4"C #10 9 AU KEY NOTES: 1. CONTROLLED BY NOVAR EMS. 2. FAN CONTROLLED BY REVERSE THERMOSTAT. 3. FAN FURNISHED WITH VARIABLE SPEED CONTROLLER. 4. ELECTRICAL CONTRACTOR SHALL PROVIDE DUCT SMOKE DETECTORS AND TIE TO FA SYSTEM, A 5. PROVIDE HACR TYPE CIRCUIT BREAKER IN PANEL SDP, NON-FUSED DISCONNECT PROVIDED INTEGRAL TO UNIT BY HVAC VENDOR. 6. RTU FURNISHED WITH INTEGRAL DUPLEX RECEPTACLE FACTORY WIRED TO LINE SIDE OF EQUIPMENT DISCONNECT SWITCH. 7. FIELD WIRE FACTORY INSTALLED GFCI SERVICE RECEPTACLE. PROVIDE 120 VOLT CIRCUITS AS REQUIRED USING #10 CIRCUITRY TO CIRCUIT D29. 8. INSTALL AND WIRE MANUAL ON/TIMER OFF (1 HOUR) FURNISHED BY DIV. 15. 9. BREAKER AND DISCONNECT SIZE IS FOR A 10HP 480V 3-PHASE BALER / COMPACTOR, IF DIFFERENT VOLTAGE BALER / COMPACTOR WILL BE USED, RE -SIZE DISCONNECT AND BREAKER PER BALER / COMPACTOR SUPPLIERS LITERATURE. 10. PROVIDE EXTERIOR NON FUSED AND INTERIOR FUSED DISCONNECT SWITCH. 11, E.C. TO WIRE EXHAUST FANS THROUGH SWITCHABLE (SB) BREAKER IN PANEL. BREAKER TO BE CONTROLLED WITH CUSTOMER LIGHTS BY EMS SYSTEM. GENERAL NOTES: A. EC SHALL MAKE FINAL TERMINATION AT EQUIPMENT. B. EC SHALL PROVIDE ALL CIRCUITING REQUIRED AND INSTALL THERMOSTATS AND SENSORS FOR COMPLETE CONTROL SYSTEM WHERE REQUIRED, THERMOSTATS AND SENSORS FURNISHED BY NOVAR. C. PROVIDE FUSE SIZE PER MANUFACTURER'S RECOMMENDATION FOR ACTUAL EQUIPMENT INSTALLED FOR EQUIPMENT REQUIRING FUSED DISCONNECTS. D. EC SHALL PROVIDE LOCAL DISCONNECTING MEANS FOR ALL EQUIPMENT LISTED ON SCHEDULE OR SHOWN ON PLAN DRAWINGS. TYPICAL ALL DRAWINGS. E. EC TO MOUNT RTU DUCT SMOKE DETECTOR TEST STATIONS ADJACENT TO EMS/THERMOSTAT LOCATIONS, F. EC TO FURNISH AND INSTALL ALL CONDUIT, WIRE, CABLES AND MISCELLANEOUS EQUIPMENT AS REQUIRED FOR A COMPLETE AND OPERATIONAL NOVAR ENERGY MANAGEMENT SYSTEM, PER "EM" DRAWINGS. BLOCK OR MA50HRY GORE DRILL N, tl (TYPIGAU a DAMMING MATERIAL (BLOCK ONLY) A R1610 GOP SLEEVE 2' MALL SUR NYLON BY BOTH END HILTI F5—C BOTH SIVA MAXIMUM FOR DRY!, LAY IN C STUD AND DRYHALL FIRE "_iR STOPPING DETAIL CONDUIT +tE Nh_ I RATtON UA—EL'ALE RIGID GOP CORE DRILL- SLEEVE 2' OPENING e HALL 5URI (7YPIGAL) NYLON 13V EN95, 51ZL REQUIRED DAMMING HILT[ F5 -C MATERIAL BOTH 51DT 03LOGK MAXIMUM I ONLY) FOR DRYP LAY IN C n , (FLOOR PENETRATIONS ARE SIMILAR) PART NUMBERS ARE FOR HILTI. SEE 5PEGIFIGATION5 FOR ALTERNATES. IN5TALL IN GOMPLIANGE HITH MANUFAGTURER'5 U.L. A55EM5LY: GABLE KINDLE THROUGH 6YSUM - (ONE OR THO HOUR) U.L. #HL -3065 GABLE BUNDLE THROUGH MA50NRY -- (ONE OR THO HOUR U.L. #HJ -3060 DETAILFIRE STOPPING AFTER GA13LE INSTALLATION, SEAL. BOTH SIDES HITH HILITI F5 -ONE CAULK HITH DAMMING MATERIAL BEHIND. u� SDs �D 1 LIGHTING FIXTURE SCHEDULE SYMBOL MARK DESCRIPTION CATALOG # LAMP REMARKS A 28x4° 3 LAMP DSC-2EP3GX-332S361-UNV-LGSP35M/OC8-05-QTP3X32T8UNVISNSC-U 3 - PRE-LAMPED (FLOOR PENETRATION5 ARE 51MILAT) AFTER GA13LE INSTALLATION, SEAL BRANCH CIRCUIT HOME RUN TO PANEL BOARD CONCEAL BOTH 51DE5 ATH HILTI F5 -ONE 25 2'x4' 3 LAMP PART NUMBERS ARE FOR HILTI. SEE GAULK HITH DAMMING MATERIAL 3 - PRE-LAMPED 5PEGIFIGATION5 FOR ALTERNATE5. INSTALL IN BEHIND, GAP SPAM GONDUIT 130TH INDICATE CIRCUIT DESIGNATIONS. QUANTITY OF ARROWHEADS GOMPLIANGE HIT14 MANUFAGTURER'5 U.L. A55EMBLY. 51DE5. 1'x4' 2 LAMP WALL BRACKET GOND IT THROUGH GYP BOARD KOLL - ONE OR T1ND 2 - PRE -TAMPED HOUR U.L. HL -1164 71 GONPUIT THROL&I FLOOR OR HALL - UL. GAJ -114q FIRE "_iR STOPPING DETAIL CONDUIT +tE Nh_ I RATtON UA—EL'ALE RIGID GOP CORE DRILL- SLEEVE 2' OPENING e HALL 5URI (7YPIGAL) NYLON 13V EN95, 51ZL REQUIRED DAMMING HILT[ F5 -C MATERIAL BOTH 51DT 03LOGK MAXIMUM I ONLY) FOR DRYP LAY IN C n , (FLOOR PENETRATIONS ARE SIMILAR) PART NUMBERS ARE FOR HILTI. SEE 5PEGIFIGATION5 FOR ALTERNATES. IN5TALL IN GOMPLIANGE HITH MANUFAGTURER'5 U.L. A55EM5LY: GABLE KINDLE THROUGH 6YSUM - (ONE OR THO HOUR) U.L. #HL -3065 GABLE BUNDLE THROUGH MA50NRY -- (ONE OR THO HOUR U.L. #HJ -3060 DETAILFIRE STOPPING AFTER GA13LE INSTALLATION, SEAL. BOTH SIDES HITH HILITI F5 -ONE CAULK HITH DAMMING MATERIAL BEHIND. u� SDs �D 1 LIGHTING FIXTURE SCHEDULE SYMBOL MARK DESCRIPTION CATALOG # LAMP REMARKS A 28x4° 3 LAMP DSC-2EP3GX-332S361-UNV-LGSP35M/OC8-05-QTP3X32T8UNVISNSC-U 3 - PRE-LAMPED BRANCH CIRCUIT HOME RUN TO PANEL BOARD CONCEAL A -EM 2'x4' 3 LAMP DSG-2EP3GX-332S361-UNV-LGSP35M/OC8-EL4-OS-QTP3X32T8UNVISNSC-U 3 - PRE-LAMPED PROVIDE EM, BAT, PACK FOR TWO LAMPS INDICATE CIRCUIT DESIGNATIONS. QUANTITY OF ARROWHEADS F -EM 1'x4' 2 LAMP WALL BRACKET DSG-BC-232A-UNV-EL4-OS-QTP2X32TOUNVISNSC-U 2 - PRE -TAMPED PROVIDE EM. BAT. PACK FOR TWO LAMPS WALL MTD. 71 F1 4' WRAPAROUND DSG-WN-332A-UNV-OS-QTP3X32T8UNVISNSC-U 3 - F32T8/SP35 A 20A -1P C.B.) F1 -EM 4' WRAPAROUND DSG-WN-332A-UNV-EL4-OS-QTP3X32T8UNVISNSC-U 3 - F32T8/SP35 PROVIDE EM, BAT. PACK FOR TWO LAMPS LIGHT FIXTURE SCHEDULE. G8 8' TRACK T8WH 3. DIRECTIONAL ARROWS INDICATE LEGAL EXIT FOR EXIT LIGHT FIXTURES, G4 4' TRACK T4WH 2" MINIMUM CONCRETE COVER ABOVE CONDUIT CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE. TR COUP TRACK COUPLING T23WH "EM" - EMERGENCY BATTERY PACK REQUIRED. CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE NTH "EM" TR FEED TRACK LIVE END T38WFI EMERGENCY LIGHTING FIXTURE, INTEGRAL BATTERY EXIT LIGHT FIXTURE TR 90 TRACK 90 DEC. CONNECTION T20WH WALL OUTLET BOX AND 20 AMP DUPLEX RECEPTACLE. MOUNT 18" AFF., UNLESS NOTED. COLOR OF RECEPTACLE SHALL BE WHITE WITH TR/T WHITE COVER PLATE T25WH "TV" INDICATES CEILING MOUNTED TELEVISION RECEPTACLE. 'VCR" INDICATES WALL MOUNTED VCR RECEPTACLE. TR/X "IG" INDICATES ISOLATED GROUND RECEPTACLE - ORANGE IN COLOR. T26WFI "GFI" INDICATES GROUND FAULT INTERRUPTING RECEPTACLE. "WPG" INDICATES WEATHERPROOF GFI RECEPTACLE. TRFLEX TWO GANG WALL OUTLET BOX AND 20 AMP TWO DUPLEX T24WH RECEPTACLES. SPECIALTY TYPE SIMPLEX RECEPTACLE, 15 AMPERE, MOUNT AS GFW METAL HALIDE HEADS/WITH BALLAST SP2616WH (WHITE) 1 - 7OWMH JUNO WHITE WHITE JUNQ METAL HALIDE HEADS ON TRACK WITH SEPARATE CORD. ANALOG LINE. DATA CABLE LOCATION. J BALLAST. SURFACE MOUNT TO ACOUSTIC. TILE, STEM MTD. IN OPEN AREAS. SEE ELECTRICAL DWG'S NOTED. SIZE AS REQUIRED. TRACK CONNECTION,EQUIPMENT WITHDESIGNATION FROM M CEILING FOR AMT. OF FIXTURE HEADS & TRACK REQUIRED. SEE NOTES 2 & 3 BELOW. GR RECESSED WALL WASH -VERTICAL ILLUMINATION LUMINARIES DSG-RWW-254T5M1-UNV-EBTI-U 2 - 54W T5/HO LAMPS AND CONTROL SCHEDULE. NUMBER REFERS TO LG 8' STRIP DSG-8TSSF-232-UNV-OS-QTP3X32T8UNVISNSC-U (2-WG/SSF-4FT-B) 4 - F32T8/3P35 PROVIDE IN GOLF RANGES FUSED DISCONNECT SWITCH, VOLTAGE RATING LG2 8' STRIP DSG--8TSNF-132-UNV-OS-QTP3X32T8UNVISNSC-U (2-WG/SNF-4FT-8) 2 - F32T8/SP35 PROVIDE IN STOCK RM.'S AND WAREHOUSE l LG2-EM 8' STRIP DSG-BTSNF-132-UNV-EL4-OS-QTP3X32T8UNVISNSC-U (2-WG/SNF-4FT-0) 2 - F32T8/SP35 PROVIDE EM. BAT. PACK FOR TWO TAMPS -i LG1 4' STRIP DSG-SSF-132-UNV-OS-QTP3X32T8UNVISNSC-U (1-WG/SSF-4FT-B) 1 - F32T8/SP35 PROVIDE IN STOCK RM.'S POWER CONNECTION 'TO LOCAL DOOR ALARM (2) DUPLEX RECEPTACLE OUTLETS, WITH FLUSH SQUARE 2 GANG CAST IRON FLOOR BOX. PROVIDE BRASS COVER PLATE - HUBBEL OR EQUAL R EM UNIT - NICKEL CAD BATTERY CC5WH INCLUDED WALLAT HWALL/EIGHT IGHT IN MOUNTED INDICATED ON DRAWINGS. 8'-0" UNLESS NOTED OTHERWISE. REFER TO DETAIL 1/H3.0 R1 EM UNIT - NICKEL CAD BATTERY CC5WH INCLUDED PENDANT MOUNT FROM JOIST AT HEIGHT INDICATED ON DRAWINGS MTD, 5'-6" UNLESS NOTED OTHERWISE, R3 WEATHER RESISTANT REMOTE LTG FIX. AEL1 -BK-SD-TDM- REMOTE INCLUDED MOUNT 18" ABOVE DOOR. MECH. CONTRACTOR. WIRED AND MOUNTED BY S2 SGL FACE EXIT W/BATTERY BACK UP NI -CAD AP70RWH INCLUDED MOUNTED AT 10'-O" AFF. ONE HR. TIMER SWITCH FURNISHED BY MECH. CONTRACTOR, S2R SGL FACE EXIT W/BATTERY BACK UP NI -CAD AND REMOTE CAPACITY. APH70RWH INCLUDED MOUNTED AT 10'-0`° AFF. KEYED DRAWING NOTE S3 DBL FACE EXIT W/BATTERY BACK UP NI -CAD AP70RWPI INCLUDED MOUNTED AT 10'-0" AFF. CARBON DIOXIDE SENSOR WIRED AND MOUNTED BY E.C. T 8-3 / 8" FLUORESCENT DOWN LIGHT PD8 HW242E/BFIRC / (2) 26W QUAD MOUNT BETWEEN JOIST. COORDINATE WITH. ARCHITECTURAL DETAILS. 0 T1 6" FLUORESCENT DOWN LIGHT PD6/H226E/6HC (2) 26W QUAD U HIGH -BAY H. I. D. DSG MP-HB-PD-22-M400-277OR-SHK-SCF-SCR-DR-ACS WHIP-2CA10-WH 1 - 33OW MH E.C. TO MOUNT BOTTOM OF FIXTURE 16'-0" A.F.F< U/NL HIGH -BAY H. I. D. WITH 25OW QUARTZ RE -STRIKE LAMP DSG MP-I-IB-PD-22-M400-277OR-SHK-SCF-0-SCR-DR-ACS WHIP-2CA10-WH 1 - 33OW MH 1 - 250W QTZ E.C. TO MOUNT BOTTOM OF FIXTURE 16'-0" A.F.F. W PENDANT MOUNTED COMPACT FLUORESCENT FIXTURE WITH WIRE GUARD H15117-102/CB18-93/WGR-118 1 - 14W CFL E.C. TO MOUNT BOTTOM OF FIXTURE 9'-0" A,F,F. Z1 100 WATT HID DOWN LIGHT M91OOE/1002P 1 - 10OMH OMNI -DIRECTIONAL Z5 DECORATIVE WALL SND12100RAL6012 1 - 100MH BI-DIRECTIONAL P> DOCK DOCK LIGHT DKL40VA 1 - 75PAR SEE DWG. E2.0 ®® RC EM UNIT - NICKEL CAD BATTERY IN1210OWLB5012/ELB1224B/KIT INCLUDED PENDANT MOUNTED 16`-0" A.F.F. TO BOTTOM OF FIXTURE 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL PIAVE ELECTRONIC BALLASTS. 2, VENDOR FOR ALL LIGHTING FIXTURES IS VENDOR #18. 3. WHEN THERE IS NO SUSPENDED ACOUSTICAL TILE IN BIKES THE TRACK LIGHTING SHALL BE W-0" OFF OF THE WALL. 4. VERIFY COMPATIBILITY OF BALLAST WITH VENDOR #19 SECURITY SYSTEM, 5. VERIFY VOLTAGE PRIOR TO ORDERING FIXTURES. GENERAL NOTES: A. ELECTRICAL CONTRACTOR TO COORDINATE SURFACE MOUNTED FIXTURE MOUNTING WITH ALL MECHANICAL DUCTWORK AND PLUMBING PIPING. WHERE INTERFERENCE'S OCCUR, ELECTRICAL CONTRACTOR TO STEM MOUNT FIXTURES BELOW ALL DUCTWORK AND PIPING. B. ELECTRICAL CONTRACTOR TO REFER TO DRAWING E1.OA AND ARCHITECTS REFLECTED CEILING PLAN FOR LOCATION OF ALL LIGHT FIXTURES, C. NO DUCTWORK OR PIPING TO BE RUN ABOVE ELECTRICAL PANELS. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ALL TRADES FOR EQUIPMENT LAYOUTS PRIOR TO ROUGH -IN OF ALL SYSTEMS D. DEVICES IN THE FLOOR ARE TO BE SCALED FROM THESE DRAWINGS. LOCATIONS SHALL BE VERIFIED WITH THE DICKS ON SITE REPRESENTATIVE AND OR DIMENSIONS TAKEN IN THE FIELD. E. ELECTRICAL CONTRACTOR TO CONFIRM ALL REQUIREMENTS AND LOCATIONS OF ALL EXIT SIGNS, EMERGENCY LIGHTS AND FIRE ALARM DEVICES WITH LOCAL FIRE AUTHORITIES PRIOR TO ROUGH -IN, F. ELECTRICAL CONTRACTOR TO CONFIRM LIGHT FIXTURE CATALOG NUMBERS WITH ALL LIGHT FIXTURES SPECIFIED ON PLANS FOR FIXTURE TRIMS, VOLTAGES, LAMPS ETC. G. ELECTRICAL CONTRACTOR TO CONFIRM LOCATIONS OF ALL ELECTRICAL DEVICES WITH FIXTURING LOCATIONS PRIOR TO ROUGH -IN. H. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT ELECTRICAL CHARACTERISTIC PRIOR TO ROUGH -IN. GENERAL DEMOLITION NOTES: A. THIS CONTRACTOR SHALL PERFORM ALL DEMOLITION OF EXISTING ELECTRICAL SYSTEMS AS INDICATED ON ELECTRICAL AND ARCHITECTURAL PLANS OR AS NECESSARY FOR THE PROJECT. REMOVE FROM SITE AND PROPERLY DISPOSE OF ALL MATERIAL AND DEBRIS FROM THIS WORK. B. DEMOLITION DRAWINGS ARE GENERAL IN NATURE SHOWING THE SCOPE OF DEMOLITION WORK, CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE QUANTITY OF LIGHT FIXTURES, OUTLETS, ETC. REMOVE ALL EQUIPMENT AND DEVICES NO LONGER REQUIRED FOR FINISHED CONSTRUCTION. ALL EXISTING LIGHTS, CONDUIT, WIRE AND DEVICES IN PROJECT AREAS SHALL BE REMOVED AND DISPOSED OF. REMOVE CONDUITS BEYOND NEW SURFACES. REMOVE ALL EXISTING WIRE FROM CONDUIT BACK TO POINT OF COMMON USE OR TO PANELS. LABEL EXISTING CIRCUIT BREAKERS "SPARE" IF NOT REUSED FOR NEW WORK. C. DISCONNECT EXISTING EQUIPMENT IN BUILDING THAT IS TO BE REMOVED UNDER OTHER SECTIONS. REMOVE DATA AND PHONE CABLING SYSTEM AS DIRECTED BY OWNER. NO CABLES SHALL BE REMOVED OR CUT WITHOUT APPROVAL FROM OWNER. ANY EXISTING CABLES TO REMAIN SHALL BE SUPPORTED FROM STRUCTURE BEFORE CEILING REMOVAL. D. PATCH ALL SURFACES TO MATCH SURROUNDING FOR DEVICES TO BE REMOVED FROM EXISTING WALLS TO BE MAINTAINED. EXISTING ROUGH -IN BOXES IN WALL TO REMAIN MAY BE REUSED IF CODE COMPLYING AND APPROVED FOR LOCATION BY ARCHITECT. E. THE OWNER RESERVES THE RIGHT OF SALVAGE FOR ALL EXISTING ELECTRICAL EQUIPMENT PRIOR TO DEMOLITION, THE CONTRACTOR SHALL REVIEW ALL MATERIALS AND DELIVER TO THE OWNER CTOR. THOSE REQUIRED IN THEIR EXISTING CONDITION. ALL OTFIER MATERIAL SHALL BE R EMOVED BY TI IIS CONTRA DESIGN OF MECHANICAL, ELECTRICAL F. ALL CIRCUITS WHICH ARE REQUIRED TO REMAIN ACTIVE SHALL BE MAINTAINED OR REWORKED AS REQUIRED. ANY EXISTING CIRCUITS OR CABLING SYSTEMS SERVING AREAS NOT AFFECTED BY AND PLUMBING EQUIPMENT RESTRAINT McHENRY & ASSOCIATES, INC. DEMOLITION SHALL BE MAINTAINED. ALL CIRCUITS SHALL BE VERIFIED WITH EXISTING DRAWINGS AND ACTUAL FIELD CONDITIONS PRIOR 'TO BEGINNING DEMOLITION. SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS 1 0R T,HIS PROJECT LOCATION SHALL IBE 25Q01 EMERY ROADSUITE #20Q BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292-4696 ALL APPLICABLE CODES. Fax: (216) 292-5874 CONTRACTOR MUST VERIFY Email: MAIL@MCHENRYASSOCIATES.COM ALL GLEARANGE5 AN19 DIHFNSION5 IN FIELE? WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 SYMBOL LIST BRANCH CIRCUIT HOME RUN TO PANEL BOARD CONCEAL IN WALL OR CEILING UNLESS OTHERWISE INDICATED. LETTERING INDICATES PANEL BOARD DESIGNATION. NUMBERS INDICATE CIRCUIT DESIGNATIONS. QUANTITY OF ARROWHEADS INDICATE QUANTITY OF BRANCH CIRCUITS. PROVIDE GREEN LL1-3,5 GROUND WIRE WITH EACH BRANCH CIRCUIT, PROTECT EACH BRANCH CIRCUIT WITH A 20 AMPERE, 1 -POLE OVER CURRENT DEVICE, UNLESS OTHER SIZE INDICATED. MINIMUM WIRE SIZE SHALL BE #12 AWG. (2#12,1#12G -3/4"C TO A 20A -1P C.B.) LIGHTING FIXTURE GENERAL NOTES: 1. UPPER CASE LETTERS INDICATE FIXTURE TYPE. REFER TO LIGHT FIXTURE SCHEDULE. 2. LOWER CASE LETTERS INDICATE SWITCHING DESIGNATION. 3. DIRECTIONAL ARROWS INDICATE LEGAL EXIT FOR EXIT LIGHT FIXTURES, CONDUIT RUN IN OR BELOW FLOOR SLABS - MAINTAIN ® 2" MINIMUM CONCRETE COVER ABOVE CONDUIT CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE. INDUSTRIAL OR STRIP FLUORESCENT LIGHTING FIXTURE, INDICATES "EM" - EMERGENCY BATTERY PACK REQUIRED. CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE NTH "EM" - EMERGENCY BATTERY PACK REQUIRED. EMERGENCY LIGHTING FIXTURE, INTEGRAL BATTERY EXIT LIGHT FIXTURE EXIT LIGHT FIXTURE, WALL MOUNTED WALL OUTLET BOX AND 20 AMP DUPLEX RECEPTACLE. MOUNT 18" AFF., UNLESS NOTED. COLOR OF RECEPTACLE SHALL BE WHITE WITH WHITE COVER PLATE "TV" INDICATES CEILING MOUNTED TELEVISION RECEPTACLE. 'VCR" INDICATES WALL MOUNTED VCR RECEPTACLE. "IG" INDICATES ISOLATED GROUND RECEPTACLE - ORANGE IN COLOR. IG "GFI" INDICATES GROUND FAULT INTERRUPTING RECEPTACLE. "WPG" INDICATES WEATHERPROOF GFI RECEPTACLE. TWO GANG WALL OUTLET BOX AND 20 AMP TWO DUPLEX RECEPTACLES. SPECIALTY TYPE SIMPLEX RECEPTACLE, 15 AMPERE, MOUNT AS INDICATED, HUBBELL 5235 TELEPHONE LINE WALL OUTLET BOX AND PLATE WITH MINIMUM 3/4" CONDUIT TO ABOVE ACCESSIBLE FINISHED CEILING. PROVIDE PULL CORD. ANALOG LINE. DATA CABLE LOCATION. J PULL BOX, FLUSH MOUNTED OR ABOVE CEILING, UNLESS OTHERWSE NOTED. SIZE AS REQUIRED. F1 CONNECTION,EQUIPMENT WITHDESIGNATION FROM M ELECTRIC EQUIPMENT ANDCONTROLSCHEDULE LOCATION OF ONE OR MORE EQUIPMENT CONTROL F1 DEVICES AS SCHEDULED ON ELECTRIC EQUIPMENT AND CONTROL SCHEDULE. NUMBER REFERS TO EQUIPMENT CONTROLLED NON FUSED DISCONNECT SWITCH, VOLTAGE RATING TO MATCH EQUIPMENT SERVED. FUSED DISCONNECT SWITCH, VOLTAGE RATING TO MATCH EQUIPMENT SERVED, PB EDWARD'S #1785 - 120V GRAY WEATHERPROOF PUSH BUTTON E.C. TO INSTALL AND WIRE, ® EDWARD'S #340-4N5 - 120V AC 4" BELL. E.C. TO INSTALL AND WIRE. SPECIAL PURPOSE RECEPTACLE AS REQUIRED. VERIFY EXACT LOCATION IN FIELD NTH DICK'S REPRESENTATIVE, D POWER CONNECTION 'TO LOCAL DOOR ALARM (2) DUPLEX RECEPTACLE OUTLETS, WITH FLUSH SQUARE 2 GANG CAST IRON FLOOR BOX. PROVIDE BRASS COVER PLATE - HUBBEL OR EQUAL TEMPERATURE SENSOR - PROVIDED BY VENDOR #16 S CONTROLS. WIRED AND MOUNTED BY E.C. MTD. 8'-0" UNLESS NOTED OTHERWISE. REFER TO DETAIL 1/H3.0 "THERMOSTAT - PROVIDED BY MECH. CONTRACTOR, WIRED AND MOUNTED BY E.G. MTD, 5'-6" UNLESS NOTED OTHERWISE, REVERSE ACTING THERMOSTAT - PROVIDED BY MECH. CONTRACTOR. WIRED AND MOUNTED BY R E.C. MTD. 5'-6" UNLESS NOTED OTHERWISE. ONE HR. TIMER SWITCH FURNISHED BY MECH. CONTRACTOR, INSTALLED AND WIRED BY E.C, 3 KEYED DRAWING NOTE AFF DIMENSION ABOVE FINISHED FLOOR TO BOTTOM OF DEVICE CO 2 CARBON DIOXIDE SENSOR WIRED AND MOUNTED BY E.C. GH GLOBAL HUMIDITY SENSOR T INDOOR TEMPERATURE SENSOR H HUMIDITY SENSOR 120/277V AUTOMATIC WALL SWITCH WITH OCCUPANCY SENSING M AND TIMED SHUT OFF. WATT STOPPER MODEL #WS-25OW AP ACCESS POINTS IN CEILING, OS ULTRASONIC CEILING MOUNT OCCUPANCY SENSOR WATTSTOPPER #W500A OR EQUAL (FOR USE WITH WATTSTOPPER #BZ -50 POWER PACK) M1 INFRARED CEILING MOUNT OCCUPANCY SENSOR - WATTSTOPPER #HB3500/HB-L1M OR EQUAL OMNI -DIRECTIONAL M2 INFRARED CEILING MOUNT OCCUPANCY SENSOR - WATTSTOPPER #FI83500/HB-L1 OR EQUAL BI-DIRECTIONAL B EDWARDS #692, 120V, PUSH BUTTON BY ELEC. FOR FRONT OF STORE. g VIKING SR -1, 120V AC/13.8V AC 1.25A WITH MODEL 25AE, BY ELEC. FOR RETAIL FLOOR AND OFFICE SUITE. FLUSH SINGLE GANG CAST IRON FLOOR BOX FOR DATA / TELEPHONE CABLING. PROVIDE BRASS COVER 2 PLATE - HUBBEL OR EQUAL 4�tvo��gi�Eit��ft� z� t4r. Design and construction documents €!s Instruments of service are given in confidence and remain the property of Herschman Architects. "rho use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 01/50/2012 E3Ir?PERMIT 02/16/2012 A0DEN UM 05/22/2012® FVI51ON 2 0) — 6 6'vs S6L w t_ a, 6 6 O � E UD 6 O (Drawn By: Project No.: I5I01.00 FL. LIG, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, CAH 44128 TEL (216) 220-3200 FAX (216) 220-0210 www.herschmanarchitects.com R I . 111 0 Er. PANEL SDP VOLTAGE: 480/277 MAINS: M.L.O. LOCATION: IFS SWITCHGEAR PH AP WIRES: 3P 4W AIC RATING: 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: 600A MOUNTING: IN SWITCHBOARD KVA LOADS LOAD DESCRIPTION KVA P AMP CCT PH A PH B PH C CCT AMP P KVA LOAD DESCRIPTION EQ - RTU -1 9.03 3 40 1 15.88 --- --- 2 301 3 6.85 EQ - RTU -6 9.03 3 --- 15.88 --- 4 6.85 9.03 5 --- --- 15.88 6 6.85 EQ - RTU -2 12,00 3 50 7 21.03 --- --- 8 401 3 9.03 EQ - RTU -7 12.00 9 --- 21.03 --- 10 9.03 12.00 11 --- --- 21.03 12 9.03 EQ - RTU -3 9.03 3 40 13 18.06 --- --- 14 401 3 9.03 EQ -. RTU -8 9.03 15 --- 18.06 ---- 16 9.03 9.03 17 --- --- 18.06 18 9.03 EQ - RTU -4 10.14 3 45 19 15.49 --- --- 20 251 3 5.35 EQ - RTU -9 10.14 21 --- 15.49 --- 22 5.35 10.14 23 --- --- 15.49 24 5.35 EQ - RTU -5 10.14 3 45 25 19.17 --- --- 26 401 3 9.03 EQ - RTU -10 10.14 27 --- 19.17 --- 28 9.03 10.14 29 --- --- 19.17 30 9.03 EQ - BALER 3.90 3 30 31 7.80 --- --- 32 301 3 3.90 EQ - COMPACTOR 3,90 33 --- 7.80 --- 34 3.90 3.90 35 --- --- 7.80 36 3.90 SPACE 0.00 3 - 37 0.00 --- --- 36 - 3 0.00 SPACE 0.00 39 --- 0.00 --- 40 0.00 0.00 41 --- --- 0.00 42 0.00 ELEVATOR W SHUNT TRIP UNIT 22.20 3 200 43 27.52 --- --- 44 301 3 5.32 ELEVATOR DOORS 22.20 45 --- 27,52 --- SPARE 5.32 22.20 47 --- --- 27.52 T48 5.32 TOTAL AMPS 450.87 124.95 124.95 124.95 TOTAL KVA: 374.85 NOTES: REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 ELECTRICAL CONTRACTOR TO FIELD VERIFY EXACT ELEVATOR REQUIREMENTS LOAD SUMMARY CONN. DEMAND LIGHTING 0.00 0.00 RECEPTACLE 0.00 0.00 EQUIPMENT 374.85 374.85 TOTAL 374.85 374.85 DEMAND AMPS 1 450.87 PANEL VOLTAGE: 208/120 MAINS: 100/3 M.C.B. LOCATION: IFS SWITCHGEAR PFI & WIRES: 3P 4W AIC RATING: 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: 225A MOUNTING: IN SWITCHBOARD REMARKS: NONE KVA LOADS LOAD DESCRIPTION KVA P AMP CCT PH A PH B PH C CCT AMP P KVA LOAD DESCRIPTION EQ - DOOR OPERATOR 0.50 1 20 1 1.22 --- --- 2 20 1 0.72 REC - CHECKOUTS EQ - DOOR SENSORMATIC 0.50 1 20 3 ---- 1,22 --- 4 20 1 0.72 REC - CHECKOUTS SPARE 0.00 1 20 5 ---- --- 0.72 6 20 1 0.72 REC - CHECKOUTS SPARE 0.00 1 20 7 0.00 --- --- 8 20 1 0.00 SPARE REC - SALES FLOOR 0.36 1 20 9 --- 1.08 --- 10 20 1 0.72 REC - EXERCISE FLOOR BIKES SERVICE RECEPTACLE 0.18 1 20 11 --- --- 0.90 12 20 1 0.72 REC - EXERCISE FLOOR REC - SHOW WINDOW 0.36 1 20 13 0.36 --- --- 14 20 1 0.00 SPARE LTS - DOCK LIGHT OUTLETS 0.80 1 20 15 --- 0.80 --- 16 20 1 0.00 SPARE SPARE 0.00 1 20 17 --- --- 0.00 18 20 1 0.00 SPARE SPARE 0,00 1 20 19 0.00 --- --- 20 20 1 0.00 SPARE SPARE 0.00 1 20 21 --- 0.00 --- 22 20 1 0.00 SPARE SPARE 0.00 1 20 23 --- --- 0.50 24 20 1 0.50 REC - GEN. ACCESSORIES SPARE 0.00 1 20 25 0.40 --- --- 26 20 1 0.40 REC - GEN. ACCESSORIES SPARE 0.00 1 20 27 --- 0.00 --- 28 20 1 0.00 SPARE SPARE 0.00 1 20 29 --- --- 0.00 30 20 1 0.00 SPARE EQ - MAIN EQUIPMENT RACK 0.50 1 20 31 0,50 --- --- 32 20 1 0.00 SPARE REC - REAR EXTERIOR 0.18 1 20 33 --- 0.18 --- 34 20 1 0.00 SPARE EQ - PVM SECURITY TV'S 0.90 1 20 35 --- --- 1.60 36 20 1 0.70 EQ - EF -4 & 5 EQ - PEPSI MACHINE 1.50 1 20 1 37 1.50 --- --- 1 38 20 1 1 0.00 1 SPARE EQ - MALL PVM SECURITY TV'S 0.90 1 20 39 --- 1.40 --- 40 20 1 0.50 REC - FOOTWEAR TREADMILL SPARE 0.00 1 20 1 41 --- --- 0.00 42 20 1 0.00 SPARE TOTAL AMPS 34.36 3.98 4.68 3.72 TOTAL KVA: 12,38 NOTES: L PROVIDE LOCKING DEVICE FOR BREAKER REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 LOAD SUMMARY CONN. DEMAND LIGHTING 0.80 1.00 RECEPTACLE 6.08 6.08 EQUIPMENT 5.50 5.50 TOTAL 12.38 12.58 DEMAND AMPS 34.92 E3 (L) OIL PANEL A VOLTAGE: 480/277 MAINS: 225A M.L.O. LOCATION: IFS SWITCHGEAR PH & WIRES: 30 4W AIC RATING: 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: 250A MOUNTING: IN SWITCHBOARD REMARKS: NONE KVA LOADS LOAD DESCRIPTION KVA P AMP CCT PH A PH B PH C CCT AMP P KVA LOAD DESCRIPTION LTS - NIGHT EMERG 2.65 '1 20 1 4.92 --- --- 2 20SB 1 2.27 LTS - CUSTOMER HID'S LTS - NIGHT EMERG 2.50 1 20 3 --- 5.15 ---- 4 20SB 1 2.65 LTS - CUSTOMER HID'S LTS -, NIGHT EMERG 1.55 1 1 20 5 1 --- --- 3.82 .6 20SB 1 2.27 LTS - EMPLOYEE HID'S LTS - NIGHT EMERG 1.13 1 20 7 3.78 - --- 8 20SB 1 2.65 LTS - CUSTOMER HID'S SPARE 0,00 1 20 9 --- 1.89 --- 10 20SB 1 1.89 LTS - CUSTOMER HID'S SPARE 0.00 1 20 11 --- --- 1.89 12 20SB 1 1.89 LTS - EMPLOYEE HID'S SPARE 0.00 1 20 13 2.65 --- --- 14 20SB 1 2.65 LTS - CUSTOMER HID'S LTS - CUSTOMER HID'S 1.89 1 20SB 15 --- 4.91 --- 16 20SB 1 3.02 LTS - CUSTOMER HID'S LTS - CUSTOMER HID'S 2.65 1 20SO 17 --- --- 4.16 18 20SB 1 1.51 LTS - EMPLOYEE HID'S LTS - EMPLOYEE HID'S 1.51 1 20SB 19 3.78 -- --- 20 20SB 1 2.27 LTS - CUSTOMER HID'S LTS - CUSTOMER HID'S 2.65 1 20SB 21 --- 5.67 --- 22 20SB 1 3.02 LTS - CUSTOMER HID'S LTS - CUSTOMER HID'S 3.02 1 20SB 23 --- -- 5.67 24 20SO 1 2.65 LTS - CUSTOMER HID'S LTS - EMPLOYEE HID'S 2.27 1 20SB 25 4.92 --- --- 26 20SB 1 2.65 LTS - CUSTOMER HID'S LTS - CUSTOMER HID'S 2.65 1 20SB 27 --- 5.30 --- 28 20SB 1 2.65 LTS - CUSTOMER HID'S LTS - CUSTOMER HID'S 3.02 1 20SB 29 --- -, 5.35 30 20SB 1 2.33 LTS - CUSTOMER HID'S LTS - CUSTOMER HID'S 2.65 1 20SB 31 4.92 --- --- 32 20SB 1 2.27 LTS - CUSTOMER HID'S LTS - CUSTOMER HID°S 1.51 1 20SO 33 --- 1.51 -- 34 20SB 1 0.00 SPARE LTS - EMPLOYEE STOCK ROOM 2.07 1 20SB 35 --- --- 2.07 36 20SB 1 0.00 SPARE LTS - EMPLOYEE STOCK ROOM 0.72 1 20SB 37 0.72 --- --- 38 1 0.20 EQ - VENDER #113 NOVAR EMS -'1 REG - CHECKOUTS MALL ENTRANCE LTS-OFFICE AREA 2.09 1 20 39 --- 2.21 --- 40 20SB 1 0.12 LTS - STAIRWELL LTS - GOLF PRO SHOP 0.63 1 20 41 --- --- 0.75 42 20SB 1_F0:12­1--LTS SPARE - ELEVATOR EQUIPMENT TOTAL AMPS 91.47 25.69 26.64 23.72 TOTAL KVA: 76.05 NOTES: (L) PROVIDE LOCKING DEVICE FOR BREAKER 20SO SWITCHABLE CIRCUIT BREAKER ]WAIW TUT.LI ir1 LIGHTING RECEPTACLE EQUIPMENT TOTAL DEMAND AMPS CONN. DEMAND 75,93 94,91 0.00 0.00 0.00 0.00 PANEL VOLTAGE: 208/120 MAINS: 100/3 M.C.B. LOCATION: IFS SWITCHGEAR PH & WIRES: 3P 4W AIC RATING: 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: 1OOA MOUNTING: IN SWITCHBOARD REMARKS: NONE KVA LOADS LOAD DESCRIPTION KVA P AMP CCT PH A PFI B PH C CCT AMP P KVA LOAD DESCRIPTION REC - GOLF OUTLET 0.72 1 20 1 0.72 --- --- 2 20 1 0.00 SPARE REC - GOLF OUTLET 0.36 1 20 3 --- 0.36 --- 4 20 1 0.00 SPARE EQ - MALL SENSORMATIC 0.50 1 20 5 --- --- 0.50 6 20 1 0.00 SPARE EQ - ROLLING GRILLE (MALL ENTRANCE) 1.10 1 20 7 2.00 --- --- 8 20 1 0.90 REC - STOCK ROOM SPARE 0.00 1 20 9 --- 0.00 ---- 10 20 1 0,00 SPARE SPARE 0.00 1 20 11 --- ---- 0.00 12 20 1 0.00 SPARE SPARE 0,00 1 20 13 0.00 --- --- 14 20 1 0,00 SPARE SPARE 0.00 0,00 1 20 15 --- 0.00 --- 16 20 1 0.00 SPARE SPARE 1 20 17 --- --- 0.00 18 20 1 0.00 SPARE SPARE 0.00 1 20 19 0.00 -- -- 20 20 1 0,00 SPARE SPARE 0.00 1 20 21 --- 0.00 --- 22 20 1 0.00 SPARE SPARE 0.00 1 20 23 --- --- 0.50 24 20 1 0.50 EQ - PEPSI END WRAP MALL ENTR. SPARE 0.00 1 20 25 0.00 --- --- 26 20 1 0.00 SPARE SPARE 0.00 1 20 27 --- 0.00 -- 28 20 1 0.00 SPARE REC - ROOF TOP RCPT. 0,36 1 20 29 --- --- 0.36 30 20 1 0.00 SPARE SPARE 0.00 1 20 31 0.50 ---- --- 32 20 1 0.50 EQ - F.A.C.P. REC - ELECTRICAL 0.18 1 20 33 --- 0,28 --- 34 20 1 0.10 EQ - SECURITY PANEL EQ - DELAYED EGRESS SYSTEM 0.10 1 20 35 1 --- --- 0.30 36 20 1 0.20 EQ - TELEPHONE EQUIP. SPARE 0.00 1 20 37 0.20 --- --- 38 20 1 0.20 EQ - VENDER #113 NOVAR EMS -'1 REG - CHECKOUTS MALL ENTRANCE 0.72 1 20 39 --- 0.92 --- 40 20 1 0.20 EQ - VENDOR #16 NOVAR EMS -2 SPARE 0.00 1 20 41 --- --- 0.00 42 1 20 1 0.00 SPARE TOTAL AMPS 18.43 3.42 1.56 1.66 TOTAL KVA: 6.64 NOTES: L PROVIDE LOCKING DEVICE FOR BREAKER REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 NEL I VOLTAGE: 208/120 MAINS: 50/3 M.C.D. LOCATION: IFS SWITCHGEAR PH & WIRES: 3P 4W AIC RATING: 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: IODA MOUNTING: IN SWITCHBOARD KVA LOADS LOAD DESCRIPTION (L) P AMP (L) PFI A (L) PFI C CCT AMP P KVA LOAD DESCRIPTION jAy L4,- - - NEL I VOLTAGE: 208/120 MAINS: 50/3 M.C.D. LOCATION: IFS SWITCHGEAR PH & WIRES: 3P 4W AIC RATING: 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: IODA MOUNTING: IN SWITCHBOARD KVA LOADS LOAD DESCRIPTION KVA P AMP CCT PFI A PH B PFI C CCT AMP P KVA LOAD DESCRIPTION REC - CHECKOUTS 0.50 1 20 1 1.00 -- --- 2 20 1 0.50 REC - CHECKOUTS REC - CHECKOUTS 0.50 1 20 3 --- 1.00 --- 4 20 1 0.50 REC - CHECKOUTS SPARE 0.00 1 20 5 --- --- 0.00 6 20 '1 0.00 SPARE SPARE 0.00 1 20 7 0.00 --- --- B 20 1 0.00 SPARE SPARE 0.00 1 1 20 9 --- 0.10 --- 10 20 1 0.10 EQ - EMP. TIME CLOCK SPARE 0.00 1 20 11 --- --- 0.40 12 20 1 0.40 REC - GEN. ACCESSORIES SPARE 0.00 1 20 13 0.40 1 --- --- 14 20 1 0,40 REG --GEN. ACCESSORIES REC - HEAD CASHIER 0.60 1 20 15 --- 0.60 --- 16 20 1 0.00 SPARE REC - STORE MGR. / DEPT. MGR, 0.72 1 20 17 --- --- 0.92 18 20 1 0.20 EQ - ADT CELL BACK-UP REC - DISTRICT MCR. OFFICE 0.40 1 20 19 0.80 --- --- 20 20 1 0.40 EQ - SPECIAL SYSTEMS PHONE BD REC - GOLF SWING ANALYZER 1.00 1 20 21 --- 1.00 --- 22 20 1 0.00 SPARE REC - GOLF SWING ANALYZER 1.00 1 20 23 --- --- 1.00 24 20 1 0.00 SPARE REC - FOOTWEAR AOS 0.18 1 20 25 0.28 --- --- 26 20 1 0.10 EQ - ADT REC - DATA MDF 0.20 1 20 27 --- 0.30 --- 28 20 1 0.10 REC - IDF1-1 REC - GOLF OUTLET 0.36 1 20 29 --- --- 0.36 30 20 1 0.00 SPARE REC - CHECKOUTS MALL ENTR. 0.50 1 20 31 0.50 --- --- 32 20 1 0.00 SPARE REC - CHECKOUTS MALL ENTR. 0.50 1 20 33 --- 0.50 --- 34 20 1 0.00 SPARE REC - HUNTING LICENSE 0.36 1 20 35 --- --- 0.36 36 20 1 0.00 SPARE SPARE 0.00 1 20 37 0.18 --- --- 38 1 20 1 1 1 0.18 REC - LODGE SCALE SPACE 0.00 1 - 39 ---- 0.00 --- 40 20 1 0.00 SPARE REC - FOOTWEAR DISPLAY 0.18 1 - 41 --- --- 0.18 4220 40 1 0.00 SPARE TOTAL AMPS 27.42 3.16 3.50 3.22 TOTAL KVA: 9.88 NOTES: LOAD SUMMARY CONN, DEMAND LIGHTING 0.00 0.00 RECEPTACLE 8.90 8.90 EQUIPMENT 0,80 0.80 TOTAL 9,70 9.70 DEMAND AMPS 1 20SB 26.92 PANEL F VOLTAGE: 480/277 MAINS: 225A M.L.O. LOCATION: IFS SWFrCHGEAR PFI & WIRES: 3P 4W AIC RATING. 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: 250A MOUNTING: IN SWITCHBOARD REMARKS: NONE KVA LOADS LOAD DESCRIPTION KVA P AMP CCT PFI A PFI B PH C CCT AMP P KVA LOAD DESCRIPTION BUILDING SIGNAGE 1.20 1 20SB 1 3.98 --- --- 2 20SB 1 2.78 LTS - FRONT CANOPY BUILDING SIGNAGE 1.20 1 20SB 3 --- 1.20 --- 4 - - 0.00 EMERGENCY LIGHTING SPARE 0.00 1 20SB 5 -- --- 2.10 6 20SB 1 2.10 LTS - EXTERIOR BUILDING MALL ENTRANCE SIGNAGE 1.20 1 20SB 7 1.20 --- --- 8 - - 0.00 EMERGENCY LIGHTING SPARE 0.00 1 20SB 9 --- 0.00 --- 10 20SO 1 0.00 SPARE SPARE 0.00 1 20SB 11 --- --- 0.00 12 20SB 1 0.00 SPARE SPARE 0.00 1 20SB 13 0.00 --- --- 14 - 1 0.00 SPACE SPARE 0.00 1 20SB 15 --- 0.00 --- 16 - 1 0.00 SPACE SPARE 0,00 1 205D 17 --- --- 0.00 18 - 1 0.00 SPACE SPARE 0,00 1 20 19 0.00 --- --- 20 - 1 0.00 SPACE SPARE 0.00 1 20 21 - 0.00 --- 22 - 1 0.00 SPACE SPARE 0.00 1 20 23 --- --- 0.00 24 - 1 0.00 SPACE EQ - WATTS TRANSDUCTER 0,01 0.01 3 20 25 0.01 --- --- 26 - `I 0.00 SPACE 27 --- 0.01 --- 28 - 1 0.00 SPACE 29 --- --- 0.01 30 - 1 0.00 SPACE EQ - STAIRWELL HEATER 0.40 1 20 31 0.40 --- --- 32 - 1 0.00 SPACE EQ - STAIRWELL HEATER 0.40 1 20 33 --- 0.40 --- 34 - 1 0.00 SPACE EQ - STAIRWELL HEATER 0.40 1 20 35 --- --- 0.40 36 - 1 0.00 SPACE EQ - STAIRWELL HEATER 0.40 1 20 37 0.40 --- --- 38 - 1 0.00 SPACE EQ - STAIRWELL HEATER 0.40 1 20 39 --- 0.40 --- 40 - 1 0.00 SPACE EQ - STAIRWELL HEATER 0.40 1 20 4.1 --- --- 0.40 42 - 1 0.00 SPACE TOTAL AMPS 13.12 5.99 2.01 2.91 TOTAL KVA: 10.91 NOTES: 203B SWITCHABLE CIRCUIT BREAKER REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 LOAD SUMMARY CONN. DEMAND LOAD SUMMARY CONN. DEMAND LIGHTING 0.00 0.00 LIGHTING 8,48 10.59 RECEPTACLE 3.24 3.24 RECEPTACLE 0.00 0.00 EQUIPMENT 3.40 3.40 EQUIPMENT 2.43 2,43 PANEL BB 5.5 KVA 6.64 TOTAL TOTAL 6.64 10.91 13.02 DEMAND AMPS PANEL B 18.43 DEMAND AMPS 8.0 KVA PANEL D 15.67 ELECTRICAL LOAD SUMMARY (WITH SITE LIGHTING AND MALL ENTRANCE) DESCRIPTION CONNECTED LOAD DEMAND LOAD REMARKS HVAC PANEL SDP 268.9 KVA 268.9 KVA ALL HVAC UNITS LIGHTING PANEL A 75.9 KVA 94.9 KVA ALL LIGHTING IN STORE DEMAND LOAD INCLUDES TRACK LTG 0 75W PER LINEAR FT. ON PANELS C, C1 & BB PANEL C 11.0 KVA 52.5 KVA PANEL F 8.5 KVA 10.6 KVA PANEL D 0.0 KVA 0.0 KVA PANEL BB 5.5 KVA 35.2 KVA RECEPTACLES PANEL IG 8.9 KVA 18.1 KVA ALL GENERAL. RECEPTACLES PANEL B 6,1 KVA PANEL BBI 8.0 KVA PANEL D 3.2 KVA MISCELLANEOUS PANEL IG 0.8 KVA 50.0 KVA MISCELLANEOUS, MECH. EQUIP., TRASH COMPACTOR, CONVEYOR, BALER, WATER HTR.S ETC. PANEL B 5.5 KVA PANEL C 3.3 KVA PANEL D 3.4 KVA PANEL SDP 11.7 KVA PANEL BB 2.6 KVA PANEL B81 20.2 KVA PANEL F 2.4 KVA TOTAL 446.1 KVA 530.2 KVA SERVICE ENTRANCE 530.2 KVA / 0.831 KVA = 637.7 AMPERS ENERGY MANAGEMENT CONTROL SCHEDULE DESCRIPTION CIRCUITS EMPLOYEE LIGHTING A6, Al2, A19, A18, A25, A35, A37 BB36 A2, A4, A8, AID, A13, A14, A15, A16, A17, A20, A21, A22, A23, A24, A26, A27, A28, A29, A30, A31, A32, A33 CUSTOMER LIGHTING/MALL ENTRY C1, C2, C3, C4, C5, C6, C7, C9, C11, C12, C13, C14, C16, C18, C20, C21, C22, C23, C24, C25, C2% BB1, B83, 13134, 81135, B86, BB7, B69, BB14 CANOPY LTG/BLDG SIGNS F1, F2, F3, F7 SECURITY LIGHTING F6 TELEVISIONS & EQUIPMENT RACKS C31, C33, C35, C40, BB12 SAME AS CUSTOMER LIGHTING EMPLOYEE DOORBELL 13138 GENERAL PANEL NOTES: 1, ELECTRICAL CONTRACTOR SHALL BALANCE CURRENT IN ALL PANELS; MODIFY AND/OR ADJUST CIRCUITS AS REQUIRED. 2. ALL CIRCUIT BREAKERS INDICATED AS "SB" IN PANELS "A", "BB", "C" AND "F" SHALL BE SNITCH ABLE TYPE CIRCUIT BREAKERS CAPABLE OF BEING CONTROLLED (SWITCHED ON AND OFF) FROM A SEPARATE CONTROL SOURCE. (NOVAR BUILDING MANAGEMENT SYSTEM) w@#�flq@�141�e ' 't " "}..fid wa && pp pq @yp pep G ry G«5.+ a L' Design and 66fiffrW166 documents as Instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and these construction doouments for purposes other then the spacifie project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Issue 01/30/2012 E311?/PERMIT 02/16/2012 ® d PPIE-N SUM 05/22/2012 REV'I 100 2'A2 04/02/2012 RF -V I51ON 5 04/25/2012 BEV 15ION 4 � I ,I I Drawn By: THK i Project No.: 13101, E 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44123 TFL (210) 223-3200 FAX (2161) 22.3-3210 www.herschmanarchitects.cvm PANEL SCHEDULES -11 1, . --LLj-L- I . 3-1 tti O Q in (14 V rz iri Cq Q (N ui L FAI 0 -­-- - --7- - - --- ---- I --l- -1--LL-- 1 -- -- ------------ PANEL C VOLTAGE: 208/120 MAINS- 200/3 M.C.B. LOCATION: IFS SWITCHGEAR PH & WIRES: 3P 4W AIC RATING: 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: 250A MOUNTING: IN SWITCHBOARD REMARKS: NONE KVA LOADS CONN. DEMAND LIGHTING -,_AW_, CCT PH A PH B PH C CCT AMP P KVA LOAD DESCRIPTION LTS, - CUSTOMER TRACKS 1.17 1 20SB 1 1.53 --- --- 2 20SO 1 0,36 REG - WOMEN'S NIKE 'CTS----C6-Sf(-)MR TRACKS 0.94 0-9-4 T - ­2"0SB 3 --- 1.44 --- 4 20SB 1 0.50 LTS - GOLF PORTAL LIGHTING LTS - CUSTOMER TRACKS 1.01 1 2050 5 1 --- --- 1.37 6 20SO 1 0.36 REG WOMEN'S UA. LTS - CUSTOMER TRACKS 1.09 1 20SB 7 1.09 --- --- 8 20SB 1 0.00 SPARE LTS - CUSTOMER TRACKS 1.02 1 20SB 9 --- 1.02 --- 10 20SB 1 0,00 SPARE LTS - CUSTOMER TRACKS 0.94 I 20SB 11 --- --- 1.44 12 20SO 1 0.50 LTS - GOLF DISPLAY VALENCE LTS - CUSTOMER TRACKS 0.78 1 205B 13 1.28 --- --- 14 20SB 1 0.50 LTS - GOLF DISPLAY VALENCE SPARE 0.00 1 20 15 --- 0.50 --- 16 20SB 1 0.50 LTS - GOLF DISPLAY VALENCE SPARE 0.00 1 20 17 --- --- 0.50 18 20SB 1 0.50 LTS - GOLF DISPLAY VALENCE SPARE 0.00 1 20 19 0.50 --- --- 20 20SB 1 0.50 LTS - GOLF DISPLAY VALENCE LTS - CUSTOMER SERVICE COUNTER 0.50 1 2056 21 --- 1.00 --- 22 20SB 1 0.50 LTS - FOOTWEAR DISPLAY EQ - GOLF SHOWCASE 0.50 1 20SB 23 --- --- 0.60 24 20SB 1 0.10 LTS - FOOTWEAR PENDANTS REG - FOOTWEAR DISPLAY 0.18 1 205B 25 0.18 --- --- 26 20SO 1 0.00 SPARE REC - FOOTWEAR DISPLAY 0.18 1 20SB 27 --- 0.18 --- 28 20 1 0.00 SPARE SPARE 0.00 1 20SB 29 --- --- 0.00 30 20 1 0.00 SPARE EQ - MAIN EQUIPMENT RACK 0.50 1 20SB 31 0.50 --- --- 32 20SO 1 0.00 SPARE EQ - CHECKOUT TV'S 0.90 1 2050 33 --- 1.43 --- 34 20 1 0,53 EQ - EF1 EQ - GOLF TV 0.30 1 20SB 35 --- --- 0.30 36 20SO 1 0.00 SPARE SPARE 0,00 1 20SB 37 0.00 --- --, 38 2050 1 0.00 SPARE SPARE 0.00 1 20SB 39 --- 0.60 --- 40 20SO 1 0.60 EQ - MALL CHECK OUT TV's SPARE 0.00 1 20SB 41 --- --- 0.00 42 20SO 1 0.00 SPARE TOTAL AMPS 42.89 5.08 6.16 4.21 TOTAL KVA: 15.46 NOTES: 2%B INDICATES SWITCH RATED CIRCUIT BREAKER REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 LOAD SUMMARY CONN. DEMAND LIGHTING 4.10 5.13 TRACK LIGHTING 6.95 47.40 RECEPTACLE 1.08 1.08 EQUIPMENT 3.33 3.33 TOTAL 15.46 56.94 DEMAND AMPS 1.25 158.04 632 TOTAL LINEAR FEET OF TRACK WIRED TO THIS PANEL. SEE LOAD SUMMARY PANEL B8 VOLTAGE: 208/120 MAINS: 200/3 M.C.B. LOCATION: RECEIVING PH & WIRES: 3P 4W AIC RATING: 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: 250A MOUNTING: SURFACE REMARKS: NONE KVA LOADS LOAD DESCRIPTION KVA P AMP CCT PH A PH 8 PH C CCT AMP P KVA LOAD DESCRIPTION LTS - CUSTOMER TRACKS 1.25 1 20SB 1 1.25 --- --- 2 20SB 1 0.00 SPARE LTS - CUSTOMER TRACKS 0.94 1 20SB 3 --- 1.30 --- 4 20SB 1 0.36 REG - MEN'S NIKE LTS - CUSTOMER TRACKS 1.25 1 20SB 5 --- --- 1.61 6 20SB 1 0.36 REG - MEN'S UA LTS - CUSTOMER TRACKS 0.86 1 20SB 7 1.02 --- --- 8- 205B 1 0.16 EQ - STORE FRONT DOOR BELL LTS - CUSTOMER TRACKS 0.94 1 20S8 9 --- 0.94 --- 10 20SB 1 0.00 SPARE SPARE .0.00 1 20SB 11 --- --- 1.20 12 20SB 1 1.20 EQ - HUNT / FISH TV'S SPARE 0.00 1 20SB 13 0.30 --- --- 14 20SB 1 0.30 LTG - LODGE DISPLAY CASE SPARE 0.00 1 20SB 15 --- 0.00 --- 16 20 1 0,00 SPARE SPARE 0.00 1 20SO 17 --- --- 0.00 18 20 1 0.00 SPARE SPARE 0.00 1 20 19 0.00 --- --- 20 20 1 0,00 SPARE SPARE 0.00 1 20 21 --- 0.00 --- 22 20 1 0.00 SPARE SPARE 0.00 1 20 23 --- --- 0,00 24 20 1 0.00 SPARE SPARE 0.00 1 20 25 0.00 --- --- 26 20 1 0.00 1 SPARE SPARE 0.00 1 20 27 --- 0.00 --- 28 2058 1 0.00 SPARE SPARE 0.00 1 20 29 --- --- 0.00 30 20SB 1 0,00 SPARE SPARE 0.00 1 20 31 0.00 --- --- 32 2058 1 0.00 SPARE SPARE 0.00 1 20 33 --- 0.00 --- 34 2OSB 1 0.00 SPARE SPARE 0.00 1 20S8 35 --- --- 0.53 36 20SB 1 0.53 EQ - EF2 SPARE 0.00 1 2OSB 37 0.70 --- --- 38 20 1 0.70 EQ - EF3 SPARE 0.00 1 20SB 39 --- 0.00 --- 40 20SB 1 0.00 SPARE SPARE 0.00 1 20SB 41 --- --- 000 42 20SB 1 0.00 SPARE TOTAL AMPS 24.53 3.27 2.23 1 TOTAL KVA: 8.84 NOTES: 2050 INDICATES SWITCH RATED CIRCUIT BREAKER REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 LOAD SUMMARY CONN, DEMAND LIGHTING 0.30 0.38 'TRACK LIGHTING 5.23 34.80 RECEPTACLE 0.72 0.72 EQUIPMENT 2.59 2.59 TOTAL 8.84 38.49 DEMAND AMPS 1.18 106.82 464 'TOTAL LINEAR FEET OF TRACK WIRED TO THIS PANEL. SEE LOAD SUMMARY M IN 0 N "Ml PANEL BB1 VOLTAGE: 208/120 MAINS: 50/3 M.C.B. LOCATION: RECEIVING PH & WIRES: 3P 4W AIC RATING: 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: 100A MOUNTING- SURFACE REMARKS: NONE KVA LOADS LOAD DESCRIPTION KVA P AMP CGT PH A PH B PH C CCT AMP P KVA LOAD DESCRIPTION REC - HUNT / FISH LODGE 0.18 1 20 1 1.18 --- --- 2 20 1 1.00 EQ - STRINGER SPARE 0.00 1 20 3 --- 0.50 --- 4 20 1 0.50 EQ - LODGE FLOOR OUTLETS SPARE 0,00 1 20 5 --- - --- 1.00 6 20 1 1.00 EQ - LIVE BAIT COOLER EQ - LOSS PREVENTION RECEPT 0.18 1 20 7 1.18 --- --- 8 20 1 1.00 EQ - BOWLING PRESS, BOW PRESS REG - SALES FLOOR 0.54 1 20 9 --- 0.54 --- 10 20 1 0.00 SPARE EQ - LINE WINDER 0.50 1 20 11 --- --- 0.70 12 20 1 0.20 REC - AUT. SINK FAUCET RP -1 0.20 1 20 13 1.20 --- --- 14 20 1 1.00 EQ - BAIT FREEZER REG - ATHLETIC FOOTWEAR 0.36 1 20 15 --- 0.90 --- 16 20 1 0.54 REC - SALES FLOOR SPARE 0,00 1 20 17 --- --- 0.72 18 20 1 0.72 REC - DEP. MGR. OFFICE SPARE 0.00 1 20 19 1.00 --- --- 20 20 1 1.00 EQ - FLOOR BUFFER REC - STORE MGR. OFFICE 0.72 1 20 21 --- 1.22 --- 22 20 1 0,50 EQ - WATER COOLER EQ - DEPT. MGR. COPIER 0.70 1 20 23 --- --- 1.20 24 20 1 0.50 EQ - WATER COOLER EQ - EWH1 1.00 2 20 25 1.80 --- --- 26 20 1 0.80 REC - HEAD CASHIER OFFICE 1.00 27 --- 1.60 --- 28 20 1 0.60 REC - COUNT ROOM SPARE 0.00 1 20 29 --- --- 1.50 30 20 1 1.50 EQ - ELECTRIC HAND DRYER SPARE 0.00 1 20 31 1.50 --- --- 32 20 1 1.50 EQ - ELECTRIC HAND DRYER REC - FRONT EXTERIOR 0.18 1 20 33 --- 1.68 --- 34 20 1 1.50 EQ - ELECTRIC HAND DRYER EQ - LUNCH ROOM COFFEE MACH. 1.20 1 20 35 --- --- 2.70 36 20 1 1.50 EQ - ELECTRIC HAND DRYER EQ - LUNCH ROOM MICROWAVE 1.20 1 20 37 2.28 --- --- 38 20 1 1.08 EQ - HURRICANE SHUTTERS REC - LUNCH ROOM VENDING 1.00 1 20 39 --- 2.08 --- 40 20 1 1.08 EQ - HURRICANE SHUTTERS REC - LUNCH ROOM VENDING 0.70 1 30 41 --- --- 1.78 1 42 1 20 1 1.08 EO - HURRICANE SHUTTERS TOTAL AMPS 7B.43 1 10.14 8.52 9.60 TOTAL KVA. 28.26 NOTES: 20SB INDICATES SWITCH RATED CIRCUIT BREAKER REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 (L) PROVIDE LOCKING DEVICE FOR BREAKER LOAD SUMMARY CONN. DEMAND LIGHTING 0.00 0.00 RECEPTACLE 8.04 8.04 EQUIPMENT 20.22 20.22 TOTAL 28.26 28.26 DEMAND AMPS 78.44 GENERAL PANEL NOTES: 1< ELECTRICAL CONTRACTOR SHALL BALANCE CURRENT IN ALL PANELS; MODIFY AND/OR ADJUST CIRCUITS AS REQUIRED. 2. ALL CIRCUIT BREAKERS INDICATED AS "SB" IN PANELS "A", "80'% 'c - AND TO SHALL BE SWITCH ABLE TYPE CIRCUIT BREAKERS CAPABLE OF BEING CONTROLLED (SWITCHED ON AND OFF) FROM A SEPARATE CONTROL SOURCE. (NOVAR BUILDING MANAGEMENT SYSTEM) N R -4K IX P Design and construction documents as Instruments of service are given In confidence and remain the property of Her schman Architects. The use of this design and those construction documen s for purposes other than the specific project named herein Is strictly prohibited without expressed written consent of Heruchman Architects, Incorporated. Date -7 Issue 01/30/2012 13IPM'ERMIT 02/16/2012 Ar)DENDUM I 05/22/:2012 REVISION 2 A2 04/02/2012 REVISION 3 04/25/2012 REVISION 4 A Drawn By: TY4 Project No.: 15101.00 PANEL SCHEDULES E5al i - 1.__. ..._. . ..--- TRANSFORMER SCHEDULE XFMR KVA REMARKS T-1 75 MOUNT IN PREFAB DISTRIBUTION CENTER, BY VENDOR #18 T-2 75 MOUNT IN PREFAB DISTRIBUTION CENTER, BY VENDOR #18 T-3 75 MOUNT IN PREFAB DISTRIBUTION CENTER, BY VENDOR #18 NOTE: ALL TRANSFORMERS TO BE 3 PHASE 4 WIRE 480V WITH DELTA PRIMARY, DRY TYPE. 120/208 WYE SECONDARY. ( 800A FUSIBLE SERVICE DISCONNECT, NEMA -313, FUSE WITH RK -1 CURRENT LIMITING FUSES. PROVIDED BY VENDOR #18. 400A FUSIBLE SERVICE DISCONNECT, 1600A FUSIBLE SERVICE DISCONNECT, NEMA -3R. BY ELECTRICAL CONTRACTOR. NEMA -3R. BY ELECTRICAL CONTRACTOR. ( CT CABINET BY ELECTRICAL CT CABINET BY ELECTRICAL- CT CABINET BY ELEC. CONTRACTOR C CONTRACTOR AS REQUIRED CONTRACTOR AS REQUIRED AS REQUIRED BY POWER COMPANY BY POWER COMPANY BY POWER COMPANY EXISTING UTILITY COMPANY PREFABRICATED DISTRIBUTION CENTER.* SEE 2/E6.0 FOR DETAILS TRANSFORMER. COORDINATE WITH LOCAL POWER COMPANY. 4OOA 1600A SODA C/T FUSIBLE C/T FUSIBLE C/T FUSIBLE F - - - - - - - ICABINET M CABINET M CABINET I M SERVICE SERVICE SERVICE UTILITY I DISC. DISC. DISC. EXISTING COMPANY TRANSFORMER. I I GRADE L A N SEE DRAWING E2.OA - - - FOR CONTINUATION. L-- ----------- ------------ L--- --- --_--------- #33 EXOTHERMICALLY WELDED TO BUILDING STEEL AND INCOMING METAL WATER PIPING PER N.E.C. GROUNDING (ART. 250), LOCAL UTILITY REQUIREMENTS, AND PER LOCAL AUTHORITY, PROVIDE BONDING JUMPER IN "MAIN SERVICE DISCONNECT SWITCH". SIZED IN ACCORDANCE WITH N.E.C. ARTICLE 250-30. SQUARE 'D' : FRONT ACCESS / FRONT - REAR ALIGNED SERVICE VOLTAGE : 480Y/277V 3 PHASE - 4 WIRE MAIN BUS : SOOA NEUTRAL BUS : 800A BUS MATERIAL : COPPER INCOMING 800A (3) #250 - 750 MCM PER PHASE & NEUTRAL (1) 350 MCM GROUND LUG SUPPLIED AS STANDARD BUS BRACING : 65 KAIC STANDARD INTERRUPTING RATING : 65 KAIC 0 480V SERVICE ENTRANCE RATED (IF APPLICABLE) SWITCHBOARD CONSTRUCTION MEETS UL -891 NEMA 1 ENCLOSURE FINISH ANSI -61 2400 co) ( 80123-047-01 80123-047-01 LEFTSIDE VIEW (STD CDVERS) 91 50" CONDUITS ROUTED ON OUTSIDE EXTERIOR 4 WALL UP TO 2ND LEVEL JOIST SPACE, SHIPPING SHIPPING STUB CONDUITS THROUGH WALL AND j ROUTE OVERHEAD IN JOIST SPACE TO 1 PANEL MDP. SEAL CONDUITS WATER TIGHT. DEMARK ROUTED THROUGH PANEL �br CURRENT LIMITING PANEL T-1 "MDP'' BB1 2 AS SHOWN r4 l0A MLO D s T-2 BB3 SECTIONI TRACK LIGHTING CIRCUITS 13 10 4A BB5 65,000 AICI 50A D r --,®m--------------®_ 75kVA z �---_®__- 2G IN- `�, 3/4"C i i ROUTED THROUGH CURRENT LIMITING PANEL ®� IDA 7.8A ,______ --------I I I I I BY E.C. I AS SHOWN. ___0__ 200A,3P CKT BREAKER ____________ C I i I #2G IN- I I I I i I I' -D I SPACE 3/4"C I I I SPACE I I fiBB9 v v -�' BY E.C. 208Y/120 75kVA a SECTIONI __ _____a.om- 1_01a I CONTROL PANEL I i I 200A 600A,3P CKT BREAKER NEW PANEL i NEW PANEL I i I NEW PANEL o i I I NEW PANEL 13A 9.8A ' C1 NEW PANEL 65,000 a ® SDP A I I I q I STOCK a I I I I �C� `.` 1oA 7.8Ac3 s 480Y/277 480Y/277 o a 480Y/277 208Y/120 e 20BY/120 13A 8.5A C5 125A,3P CKT BREAKER SECTI®N1 SECTIONI i i SECTIONI SECTIONI i i SECTIONI 13A 600A 250A i i 250A 100A a i 200A 9.1 A C7 i MLD MLO MLO NCD i MCD 8.5A C9 125A,3P CKT BREAKER I I 65,000 65,000 ' i 65,000 65,000 a s 65,000 10A 7.SA C11 SERIES RATED a i SERIES IRATED SERIES RATED SERIES RATED IOA ; � .5A C13 200A,3P CKT BREAKER i I I i i i i i SPACE I I I I i a i NEW PANEL i NEW PANEL 125A,3P CKT BREAKER ' I �_� - ® ___ em_____-_--.mem®____ I, i a D #[* �i� � i ��� CURRENT LIMITING I ____m__-_________--m_-®_� I i 20BY/120 i i 208Y/120 LIGHTING CONTROL PANEL CT SECTION I I SECTIONI I SECTIONI PURCHASE THROUGH FOR NOVAR L------------------------------------------ 5®A 100A VENDOR 18 METERING MCD I I MCD 65,000 o a 65,000 SERIES i RATED i i SERIES I RATED �mmG®®J t ------------- J TRANSFORMER. COORDINATE WITH LOCAL POWER COMPANY. 4OOA 1600A SODA C/T FUSIBLE C/T FUSIBLE C/T FUSIBLE F - - - - - - - ICABINET M CABINET M CABINET I M SERVICE SERVICE SERVICE UTILITY I DISC. DISC. DISC. EXISTING COMPANY TRANSFORMER. I I GRADE L A N SEE DRAWING E2.OA - - - FOR CONTINUATION. L-- ----------- ------------ L--- --- --_--------- #33 EXOTHERMICALLY WELDED TO BUILDING STEEL AND INCOMING METAL WATER PIPING PER N.E.C. GROUNDING (ART. 250), LOCAL UTILITY REQUIREMENTS, AND PER LOCAL AUTHORITY, PROVIDE BONDING JUMPER IN "MAIN SERVICE DISCONNECT SWITCH". SIZED IN ACCORDANCE WITH N.E.C. ARTICLE 250-30. SQUARE 'D' : FRONT ACCESS / FRONT - REAR ALIGNED SERVICE VOLTAGE : 480Y/277V 3 PHASE - 4 WIRE MAIN BUS : SOOA NEUTRAL BUS : 800A BUS MATERIAL : COPPER INCOMING 800A (3) #250 - 750 MCM PER PHASE & NEUTRAL (1) 350 MCM GROUND LUG SUPPLIED AS STANDARD BUS BRACING : 65 KAIC STANDARD INTERRUPTING RATING : 65 KAIC 0 480V SERVICE ENTRANCE RATED (IF APPLICABLE) SWITCHBOARD CONSTRUCTION MEETS UL -891 NEMA 1 ENCLOSURE FINISH ANSI -61 2400 co) ( 80123-047-01 80123-047-01 LEFTSIDE VIEW (STD CDVERS) 91 50" CONDUITS ROUTED ON OUTSIDE EXTERIOR 4 WALL UP TO 2ND LEVEL JOIST SPACE, SHIPPING SHIPPING STUB CONDUITS THROUGH WALL AND j ROUTE OVERHEAD IN JOIST SPACE TO 1 PANEL MDP. SEAL CONDUITS WATER TIGHT. STUB (4) 4" CONDUIT #3/0 AWG EXOTHERMICALLY WELDED TO BUILDING STEEL THROUGH WALL INTO EXISTING AND INCOMING METAL WATER PIPING PER N.E.C. GROUNDING 3000 AMP FUSED SWITCH. (ART. 250), LOCAL UTILITY REQUIREMENTS, AND PER LOCAL AUTHORITY. PROVIDE BONDING JUMPER IN "MAIN SERVICE - - - - - - -- - - - - - - DISCONNECT SWITCH". SIZED IN ACCORDANCE WITH N.E.C. ARTICLE 250-30. #250 KCMIL EXOTHERMICALLY WELDED TO BUILDING STEEL AND INCOMING METAL WATER PIPING PER N.E.C. GROUNDING (ART. 250), LOCAL UTILITY REQUIREMENTS, AND PER LOCAL AUTHORITY. PROVIDE BONDING JUMPER IN "MAIN SERVICE DISCONNECT SWITCH". SIZED IN ACCORDANCE WITH N.E.C. ARTICLE 250-30. L�\.��r^_ �.�..�^.._'\�'�'L..� i\� �^��; �-.\.��.�'�.�.�.t..�t.1�..�_.-��\...�.�ti.��.s\s�i✓i.�.+..J����.1.i��..�,; V.��.ti..1rt.... �, �n� •a,...\.J�..'`i� n-� GENERAL NOTES 1. THIS EQUIPMENT SHALL BE OBTAINED FROM VENDOR #18. 2. WHERE APPLICABLE, ALL PANELBOARDS AND TRANSFORMERS WILL BE FACTORY INSTALLED AND CABLED WITH NEC SIZED CONDUCTORS. SEE THE ONE LINE DIAGRAM FOR DETAILS. THE CONTRACTOR WILL BE REQUIRED TO MAKE ALL FINAL TERMINATIONS FOR PROPER TORQUE. 3. WHERE APPLICABLE, ALL INTEGRATED PANELBOARDS WILL BE RECESS MOUNTED IN THE SWITCHBOARD TO ALLOW FOR TOTAL FRONT ACCESS. A DEDICATED PANELBOARD WIREWAY IS ALSO PROVIDED. 4. WHERE FACTORY INSTALLED CABLING OCCURS BETWEEN SWITCHBOARD SHIPPING SPLITS, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE FIELD TERMINATION OF THE CABLES, SEE ELEVATION VIEW DRAWING FOR SHIPPING SPLIT INFORMATION. 5. EACH SWITCHBOARD SHIPPING SPLIT WILL BE PALLETIZED AND SHIPPED IN AN ENCLOSED SEMI-TRAILOR. WHERE APPLICABLE, THE CONTRACTOR SHALL ARRANGE FOR A FORK TRUCK TO UNLOAD AND SET THE EQUIPMENT IN PLACE. A 24-HOUR NOTICE WILL BE GIVEN PRIOR TO DELIVERY. TOP VIEW 4 - SHIPPING SHIPPING SHIPPING SHIPPING SPLIT SPLIT SPLIT SPLIT DEMARK ROUTED THROUGH I �br CURRENT LIMITING PANEL NEW PANEL "BBly 13A 10.4A �'---- BB1 2 AS SHOWN r4 TOP VIEW BOTTOM VIEW (FRONT) �1PREFABRICATED MAINTI N.T.S. S LIEVE111 PREFABRICATED DISTRIBUTION CENTER.* SEE 4/E6.0 FOR DETAILS #2G IN 3/4"C BY E.C. TO TRACK LIGHTING SEE PLAN SHT. E1.1 ELECTRICAL ROOM A FIN 4 - SHIPPING SHIPPING SHIPPING SHIPPING SPLIT SPLIT SPLIT SPLIT BOTTOM VIEW (FRONT) �1PREFABRICATED MAINTI N.T.S. S LIEVE111 PREFABRICATED DISTRIBUTION CENTER.* SEE 4/E6.0 FOR DETAILS #2G IN 3/4"C BY E.C. TO TRACK LIGHTING SEE PLAN SHT. E1.1 ELECTRICAL ROOM A FIN SINGLE LINE 1. RI )ER DIAGRAM N.T.S. BB/BB1 SWITCHBOARD SQUARE 'D' : FRONT ACCESS / FRONT - REAR ALIGNED SERVICE VOLTAGE : 480V 3 PHASE - 3 WIRE MAIN BUS : 400A NEUTRAL BUS : 400A BUS MATERIAL : COPPER (1) 350 MCM GROUND LUG SUPPLIED AS STANDARD BUS BRACING 65 KAIC STANDARD INTERRUPTING RATING : 65 KAIC 0 480V NON SERVICE ENTRANCE -RATED SWITCHBOARD CONSTRUCTION MEETS UL -891 NEMA 1 ENCLOSURE FINISH ANSI -61 TOP VIEW FROM "MDP" tri T-3 Primary 4200 - --24,00 4 n I u � � I o 0 I PANEL PANEL BB i BB1 029 I I HFI�EPD ONOJo BOTTOM FEED 03 _ Frorn T-3 t I MDP I I I I 9 I f Transformer Transformer 9 I Primary Secondary I � F 24.00" L 80123-047-01 4 - "--TRACK LIGHTING CIRCUITS -- SUPPLY BELL DEMARK ROUTED THROUGH (h 1 D-36 ED CURRENT LIMITING PANEL NEW PANEL "BBly 13A 10.4A �'---- BB1 2 AS SHOWN l0A 20BY/10 7.SA BB3 SECTIONI 13 10 4A BB5 50A D 1 O 7.2A BB7 TO TRACK NCD ®� IDA 7.8A BB9 LIGHTING SEE 65'000 PLAN SPACE SHE E1.1 SERIES IRATED °s a SPACE NEW PANEL SPACE I I fiBB9 v v i 208Y/120 75kVA a SECTIONI IiLIGHTING CURRENT LIMITING 1_01a CONTROL PANEL I i I 200A PURCHASE THROUGH MCD VENDOR #18 �ommm_-1 65,000 SERIES RATED STOCK ROOM STOCKROOM SINGLE LINE 1. RI )ER DIAGRAM N.T.S. BB/BB1 SWITCHBOARD SQUARE 'D' : FRONT ACCESS / FRONT - REAR ALIGNED SERVICE VOLTAGE : 480V 3 PHASE - 3 WIRE MAIN BUS : 400A NEUTRAL BUS : 400A BUS MATERIAL : COPPER (1) 350 MCM GROUND LUG SUPPLIED AS STANDARD BUS BRACING 65 KAIC STANDARD INTERRUPTING RATING : 65 KAIC 0 480V NON SERVICE ENTRANCE -RATED SWITCHBOARD CONSTRUCTION MEETS UL -891 NEMA 1 ENCLOSURE FINISH ANSI -61 TOP VIEW FROM "MDP" tri T-3 Primary 4200 - --24,00 4 n I u � � I o 0 I PANEL PANEL BB i BB1 029 I I HFI�EPD ONOJo BOTTOM FEED 03 _ Frorn T-3 t I MDP I I I I 9 I f Transformer Transformer 9 I Primary Secondary I � F 24.00" L 80123-047-01 4 80123-047-01 EGRESS RIGHTSIDE VIEW (STD COVERS) - - - - - _ - - -Factory Installed Feeder Cables Field Installed Feeder Cables BOTTOM VIEW (FRONT) BB/BBI9 TUSTIABUTION CENTER N.T.S. OIL PHONE DELAYED DEMARK EGRESS POWER SUPPLY BELL DEMARK (h 1 D-36 ED 8,-0„ I SECURITY PANEL FIRE ALARM CODED NOTES FOR FEEDER SIZES 4" SPARE (EMPTY) CONDUIT STUBBED UP 12" A.F.F. ADJACENT TO DISTRIBUTION PANEL (4)-#600 KCMIL IN EACH OF (2) 4" CONDUITS �C (4�#350 KCMIL & (1)#1 CU. GND IN EACH OF (2 4" CONDUITS (BY OTHERS IN PREFAB DISTRIBUTION PANEL ONLY) (4),#3/0 THWN CU (1)#6 THWN CU. GND IN 2" CONDUIT (BY OTHERS IN PREFAB DIST. PANEL ONLY) OE (3)#1 THWN CU & (1)#6 THWN CU. GND IN 2" CONDUIT (BY OTHERS IN PREFAB DIST. PANEL ONLY) OF (3)#1 THWN CU & (1)#6 THWN CU. GND IN 2" CONDUIT (BY ELECTRICAL CONTRACTOR) (4)#6 THWN CU & (1)#10 THWN CU. GND, IN 1" CONDUIT (BY OTHERS IN PREFAB DIST, PANEL ONLY) H �4�6 THWN CU & (1)#8 THWN CU. GND, 16 THWN CU, ISOLATED GROUND IN 1 1/4" CONDUIT (BY OTHERS IN PREFAB DIST, PANEL ONLY) r�1 (4)#2 THWN CU & (1)#6 THWN CU. GND IN 1-1/4" CONDUIT (BY OTHERS IN PREFAB DIST. PANEL ONLY) (4)-#600 KCMIL & (1)#1/0 THWN CU. GND IN EACH OF (2) 4" CONDUITS (BY ELECTRICAL CONTRACTOR) EXISTING UNDERGROUND SECONDARY FEEDERS, (8) 4" CONDUIT WITH (4) 500 KCMIL IN EACH (FIELD VERIFY). (4)-#600 KCMIL IN EACH OF (4) 4" CONDUITS (4)-#600 KCMIL & (1)#250 KCMIL CU. GND IN EACH OF (4) 4" CONDUITS (BY ELECTRICAL CONTRACTOR) (4)-#600 KCMIL IN (1) 4" CONDUIT (4)-#600 KCMIL & (1)#3 CU. GND IN (1) 4" CONDUIT s���(BY ELECTRICAL CONTRACTOR)���� ���������) RISER NOTES - 1 . OTES-1. ALL INTERIOR FEEDERS BASED ON TYPE THWN (75°C.) DRY LOCATION. 2. ALL LUGS ON PANELS ACCEPTING 75°C WIRE SHALL HAVE A RATING OF AT LEAST 75°C. 3. ELECTRICAL CONTRACTOR SHALL PROVIDE TYPED PANEL INDEXES FOR ALL PANELS. 4. VERIFY ALL SERVICE REQUIREMENTS WITH UTILITY COMPANY. THIS SHALL INCLUDE TRANSFORMER SIZE, PAD OR VAULT DETAILS, BOLLARDS, GROUNDING, PRIMARY AND SECONDARY CONDUITS AND WIRE, METER, METER CONDUIT AND CT COMPARTMENT SIZE. 5. ALL FUSES SHALL BE CURRENT LIMITING TYPE. PROVIDE 3 SPARE FUSES OF EACH SIZE AND TYPE IN THE SPARE FUSE CABINET. CABINET SHALL BE SUPPLIED BY ELECTRICAL CONTRACTOR. 6. SERVICE ENTRANCE CONDUIT/WIRE SHALL BE RUN OUTSIDE OF BUILDING, UP REAR WALL AND INTO BACK OF MDP. IN NO CASE SHALL THE SERVICE ENTRANCE BE RUN INSIDE OF BUILDING. 7. 220.12B OF THE NEC REQUIRES THAT A ,DEMAND OF 75VA/LF BE USED TO SIZE THE FEEDER OF THE PANEL POWERING THE TRACK LIGHTS. THIS VALUE IS ALSO USED TO SIZE THE BUILDING SERVICE. PREFAB NOTES: 1. PREFABRICATED DISTRIBUTION PANEL IS PURCHASED THROUGH VENDOR #18 AND INSTALLED BY E.C. 2. ALL PANEL BOARDS AND TRANSFORMERS ARE MOUNTED WITHIN THE SWITCHBOARD. 3. PANELS -SDP-,-A",-F- AND TRANSFORMERS ARE FACTORY PREWIRED TO PANEL "MDP". PANELS "B","C","D" AND "IG" ARE FACTORY PRE -WIRED TO THE TRANSFORMERS. 4. THE LAST SECTION ON THE RIGHT CONTAINS ALL OF THE NOVAR CONTROL INTERFACE POINTS. 5. CUSTOMER CT'S FOR USE BY NOVAR ARE INSTALLED IN THE INCOMING SECTION OF THE SWITCHBOARD. 6. FULLY RATE ALL SUB FEED BREAKERS IN PANEL "SDP". 7. SERIES RATE ALL SUB FEED BREAKERS IN PANEL "MDP" EXCEPT PANEL "SDP' SECURITY SY CELL BACKUP SPECIAL SYSTEMS BACKBOARD KEYED NOTES �1/ I.G. DUPLEX RECEPTACLE. FLUSH MOUNTED. 02 J -BOX W/ SECURITY SYSTEM OUTPUT SIM FOUR PORT COMMUNICATION'S BOX - ADT 1, ADT 2 DATA, NOVAR DATA. 04 SECURITY SYSTEM CELL BACKUP POWER SUPPLY MOUNT ON WALL ABOVE 2'-0". UNDER DIVISION 16 CONTRACTOR SHALL PROVIDE 8'x4'x3/4" PLYWOOD BACKBOARD, PAINTED BOTH SIDE GRAY ENAMEL, CONDUIT, AND POWER RECEPTACLES ONLY. EXTEND (1) 3"C AND (1) 1 "C AT DECK FROM SALES AREA TO SECURITY SYSTEM BOX ON PHONE BOARD. TURN DOWN IN WALL 1 -FOOT DIRECTLY ABOVE SECURITY SYSTEM BOX. LABEL CONDUIT AS "SECURTIY/FIRE ALARM. l'> EXTEND (1) 3"C TO MDF/DATA ROOM. TURN DOWN IN WALL ABOVE MDF RACK. LABEL AS TO MDF/DATA ROOM. 08 DOUBLE DUPLEX RECEPTACLE. FLUSH MOUNTED. ®r Ar h d fl o o 4x, CJ � � a Design �ttn+.a nskruot�tande��tlfli'�nts as Instrumerft4«gf,2§al:l, 11 a given in confidenoa and remain the property of Herschman Architects. Thu use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date 7119sue 01/50/2012 BID/FERMIT 0a2/16/2012 ®ADDE1NDUM I 05/22/2012®REVISION 2 04/02/2012 � REV 15I ON 04/25/2012 e'REV15ION SFA LLl 6 D1 i tt v o of �N ® w° N N ® 6 - 6 �� o � O L qz � 6 --U N 6i<a =' c 6 -6 (3 c N 6 N 6 v � u o In u N ..�E to t U � Q 6 J N si ri o � '- rn 'CS 6 O 6 N 6_ � Drawn By; TYd J l a I L.IVIJ I -VIN VVIIIAU I %J19VLeJ .,,,1 I.--IAl vvi °vv�. •� •'•� •^^� •`-'•• •'-_• •� VV VV VV.I IQ[ 0111 Ill 1G..@14... IVV 1a.eWn1 E6.0 N.T.S. FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 ELECTRICAL MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292--4696T�O� ALL APPLICABLE CODES. Fax: (216) 292-5874 GONTRAGTOR MU5T VERIFY Email: MAIL@MCHENRYASSOCIATES.COM ALL. GLEARANGE5 ANIS Olt-IEN5ION5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 E6mO--.- 06— 06— OF- -1 2 STRUCTURE; CON EAL COAX CONNECTION. IN WALL MULLI N SEE DETAIL SHT \1 V I I J. BOX MOUNT ABOVE EiOLF I DOOR AT 111'4' AFF; MULLION _MT LJ I CAT6 CABLE TO PROVIDE CAT 6 AND VIDMI CONNECTION 1 IDF ABOVE DOOR C11 C-4 W CHECKOUT AV/MDF ROOM FOR PENDANT MOUNTED LCD TV FROM REFERENCE 3/E7.0 -C, COMPUTER. SEE DETAIL 7/E3.OA F1 -1 DATA I PROVIDE CAT 6 AND HDMI CONNECTION FROM La >< �---COMPUTER BY VENDOR 13. PROVIDE BRUSHED �\�- z 1 DATA WALL PLATE WITH DATA AND-HDMI-WH1PS-1N— Jtl — — — — 1 -CAT -6- EXT. 218 0 TEAM TS FOR TEMPORARY �91 REGISTERS 0 04 A2 0 -;4 E-1 I sP7 t = PA IN FIXTURE PROVIDE COAX FOR PENDANT MOUNTED RACQUETSPORTS PLASMA Tp. SEE z C) 7gr DETAIL SHT. E30 44 EXT. 230 1 DATA P1 F Is PRAC z 3/4�C OFFSET AT 4' BY 4 SPORT GAMES CqMP swim I 1 P-6" ITOMEN ATHL #1 J-Bt)X WITH SINGLE GANG MUD I- L L 1 DATA L&F EACH DATA LOCATION =J L Llal CEILING SHOWN. (TYPICAL SACES L Con -(�EXT, 249 MEN ATHLETI�' CONCEAL IN WALL & MULLION CAN CAB E TO WATEASPORTS J. BOX MOtINT ABOVE DOOR AT 1 V-13" AFF; CONCEAL IN WALL & MULLION --T] EXT. 232 0 F con 48" SALT WATER EXT. 228 COAX CONNECTION. W M1 NI E-4 HUNTIN J) 41 Ll IL COAX CONNECTION SEE DETAIL SHE E3.0 �71 1-11 Ll 6 EXT. 211 rAOOTWEAR UNDER FIXTURE -C ACTOR TO PROVIDE —117 I DATA I A7 I" CONDUIT AND FLOOR BOX FOR CEILING XT. 24Y71 ATA F-3 PHONE OUTLET UNDER LODGE COUNTER. C14 LDAT� FIXTURE H HUNTING INCIFIK EXT. 251 1 DATA EXT. 246 48" 4811 L F-11 =L 1 DATA MOUNT TELEPHONE JACKS 1 DATA 41 E[-_ELT!:fl1( A- FIO�Jkl _J MAIN DICK'S SPORTING GOODS BACKBOARD AT 18" A.F.F. IN OFFICES -T� 8 TELCO B DATA RACK MDF. (3 C8 IDF L 7� "�' /-,11DATTAI I BOARD 7 L IT [I, EXT. 242 ------ IL X ATAF L�, 4 DATA, MAIN STOCK , u, 0l241 2 DATA BN, EXT 210 ~' 4 DATA ,/----EXT 238 2 DATA ''---3 DATA ~---'2 DATA Z uam JDATA BT. 239 2 DATA 2 DATA EXT / Dut ReE. EXT Dut Re� � 1QUAD Cash Room | Footwear Pad 18~ 211 Lodge BOX RUN TO PHONE SYSTEM; ON COM -SHARE LSD*** LINE 4: 212 Service Desk 1 x- 248 ADT 1 DATA RUN TO PHONE SYSTEM; SHARED W/ BACKUP SECURITY (RUN BY SECURITY VENDOR) 213 HUNT 249 ADT 2 DATA | | | PRIMARY FIRE ALARM (ON BLOCK ON BACKBOARD) | | 215 y��> \�~� X 251 Bikes/Exercise X 216 Cash Reg 5&6 x 252 LINE 10 & 11: DEDICATED 217 Cash Reg 7&8 X 253 S- OC Room x k MOUNT ALL WALL PHONES AT 48" AFF., UNLESS OTHERWISE NOTED X 254 i 3/4°C OFFSET AT4" BY 4" J -BOX Y0TH SINGLE GANG MUD RING AT EACH DATA 'CAT| 219 B. MOUNT ALL DESK PHONES AT 18° AFF, UNLESS OTHERWISE NOTED Lunch Room x \�/ ING C. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. J. ROUTE CONDUIT FROM DECK TO TOP OF VESTIBULE FOR SPEAKER WIRE AND L nEOL'I'ViII�IG 1 DATA CEILING A DICK'S SPORTING GOODS BACKBOARD D. ALL DATA CABLING SHALL BE WIRED FROM THE MDF DR OF TO THE END POINT 222 Cash Reg 17&18 (if needed) . X 258 RM/DM office (if needed) K. ALL CONDUITS FOR LOW VOLTAGE WIRING SHALL BE PROVIDED NTH BUSHINGS BY VENDOR #33. VENDOR #13 SHALL PROVIDE THE DATA CABLING. Cash Reg 19&20 (if needed) x 301 Wireless 1 E VENDOR #5 302 Wireless 2 EXT. 25 225 Lodge Work Room PAQNG/AUD|0EQUIPMENT AND MAKE RNALCONNECTION ATPACE PAL Wireless 3 | 226 MOUNTTRAF3yS CAMERAS AT 11'-6" WITHIN 10/-0" OF ENTRANCES ON DOWN RODS DR MOUNTED TO 304 EQUIPMENT PRIOR LEAVING THE JOB SITE. THIS EQUIPMENT IS LOCATED AT THE 227 Golf Department X 305 Wireless 5 AV/MDF ROOM. VENDOR #13'S INSTALLATION TECH SHALL VERIFY WITH STORE 228 Ext Lodge x 306 ire ess MANAGER THAT PAGING AND PHONE SYSTEMS OPERATE AS REQUIRED. Women's Apparel X 307 Wireless 7 F. VENDOR LIST- x 308 Wireless 8 231 Mens Apparel TELEPHONE/DATA - VENDOR 6U� `/~ '' Wireless 9 232 � � � X 310 PAGING/AUDIO/VISUAL VENDOR �5 -/.. ~/,. '. (2. U Wireless 11 SECURITY - VENDOR 9 "y� 234 Team Sports .. |U| � � �~~~�T FLORIDA BUSINESS #0005282 BUILDING MANAGEMENT - VENDOR #18 ('-2-� LOWER LEVEL TELEPHONE SYSTEM PLAN 236 Loss Prevention 314 3/32- == V-10" 237 Store Manage 315 , u, 0l241 2 DATA BN, EXT 210 ~' 4 DATA ,/----EXT 238 2 DATA ''---3 DATA ~---'2 DATA Z uam JDATA BT. 239 2 DATA 2 DATA EXT Store Location Dut ReE. EXT Store Location Dut Re� 210 Cash Room 246 Footwear Pad x 211 Lodge 247 RUN TO PHONE SYSTEM; ON COM -SHARE LSD*** LINE 4: 212 Service Desk 1 x- 248 HUNT RUN TO PHONE SYSTEM; SHARED W/ BACKUP SECURITY (RUN BY SECURITY VENDOR) 213 HUNT 249 Camping X 214 Cash Reg 1&2 x 250 PRIMARY FIRE ALARM (ON BLOCK ON BACKBOARD) 215 Cash Reg 3&4 X 251 Bikes/Exercise X 216 Cash Reg 5&6 x 252 LINE 10 & 11: DEDICATED 217 Cash Reg 7&8 X 253 S- OC Room x 218 Cash Reg 9&10 (if needed) X 254 i 3/4°C OFFSET AT4" BY 4" J -BOX Y0TH SINGLE GANG MUD RING AT EACH DATA 'CAT| 219 Cash Reg 11&12 (if needed) X 255 Lunch Room x \�/ Cash Reg 131 (if needed 256 J. ROUTE CONDUIT FROM DECK TO TOP OF VESTIBULE FOR SPEAKER WIRE AND 221 Cash Reg 15&16 (if needed) x 257 RM/DM office (if needed) TRAF3YS' 222 Cash Reg 17&18 (if needed) . X 258 RM/DM office (if needed) K. ALL CONDUITS FOR LOW VOLTAGE WIRING SHALL BE PROVIDED NTH BUSHINGS 223 Cash Reg 19&20 (if needed) x 301 Wireless 1 224 AND PULL STRINGS. 302 Wireless 2 225 Lodge Work Room X 303 Wireless 3 226 MOUNTTRAF3yS CAMERAS AT 11'-6" WITHIN 10/-0" OF ENTRANCES ON DOWN RODS DR MOUNTED TO 304 Wireless 4 227 Golf Department X 305 Wireless 5 228 Ext Lodge x 306 ire ess 229 Women's Apparel X 307 Wireless 7 230 Mens Nike x 308 Wireless 8 231 Mens Apparel x 309 Wireless 9 232 Youth Apparel X 310 Wireless 10 233 311 Wireless 11 234 Team Sports x 312 Wireless 12 FLORIDA BUSINESS #0005282 235 313 236 Loss Prevention 314 237 Store Manage 315 238 -r Dept Manager 1 316 239 Dept Manager 2 317 240 241 Count Room x 319 242 Telco Room 320 243 244 Footwear Stockroom X 245 ff FINISHED FLOOR IDF BACKBOARD ELEVATION E7. 0 NOT TO SCALE ` TELEPHONE TELEPHONE LINE CONFIGURATION LINE# TYPE USE LINE 1: HUNT MAIN LINE IN HUNT, RUN TO PHONE SYSTEM. LINE 2: HUNT RUN TO PHONE SYSTEM; SHARED_W/ GOLF SIMULATOR IN DRIVING RANGE LINE 3: HUNT RUN TO PHONE SYSTEM; ON COM -SHARE LSD*** LINE 4: HUNT RUN TO PHONE SYSTEM; SHARED W1 LICENSE LINE IN LODGE LINE 5: HUNT RUN TO PHONE SYSTEM; SHARED W/ BACKUP SECURITY (RUN BY SECURITY VENDOR) LINE 6: HUNT RUN TO PHONE SYSTEM; SHARED W/ BACKUP FIRE ALARM (RUN BY FIRE ALARM VENDOR) LINE 7: DEDICATED PRIMARY SECURITY ALARM (ON BLOCK ON BACKBOARD) LINE 8: DEDICATED PRIMARY FIRE ALARM (ON BLOCK ON BACKBOARD) CONNECTION AT BACKBOARD. REFER TO ELEVATION 3/E7. COORDINATE LOCATION %UTH VENDOR "N3. OPTIONAL LINES H. 3/4~C WITH 4= BY 4" J -BOX WITH SINGLE GANG MUD RING AT EACH DATA LINE 9: HUNT ADDITIONAL HUNT LINE FOR DM/RM STORES LINE 10 & 11: DEDICATED ELEVATOR EMERGENCY PHONE (IN STORES WITH ELEVATORS ONLY) LINE 12 & 13: DEDICATED ESCALATOR DIAGNOSTIC LINE (IN STORES WITH ESCALATOR ONLY) LINE 14 & 15: DEDICATED I DISTRICT MANAGER'S OFFICE FAX MACHINE AND DIRECT LINE (IN STORES WITH DM ONLY) ff FINISHED FLOOR IDF BACKBOARD ELEVATION E7. 0 NOT TO SCALE ` TELEPHONE - SYSTEM @� �U x��� . \�� . KEYED NOTES G. SURFACE MOUNTING DFL���� WRING IS �PROHIBITED.A�W�� 0 BEy_\ IN CONDUIT AND CONCEALED IN WALLS. EXPOSED WIRING MAY BE RUN ABOVE PROVIDE BACKBOARD AT 7'-6° AFF CENTERED OVER DOUR, FOR OF 8" FROM ADJACENT WALL Q]UNSS AND IN JOIST SPACE. - UNDER 0NS|0N 18; ALL CONDUITS SHALL BE CONCEALED IN WALL PROVIDE #O CU. GND. CONNECTION AT BACKBOARD. REFER TO ELEVATION 3/E7. COORDINATE LOCATION %UTH VENDOR "N3. H. 3/4~C WITH 4= BY 4" J -BOX WITH SINGLE GANG MUD RING AT EACH DATA CZ> LOCATION SHOWN. (TYPICAL OFFICE AREA AND SERVICE COUNTERS) J"C TO SALES FLOOR TURNED DOWN 13'-0" AFF, CENTERED ON DOOR, AT |DF. LABEL CONDUIT DATA i 3/4°C OFFSET AT4" BY 4" J -BOX Y0TH SINGLE GANG MUD RING AT EACH DATA 'CAT| /�� � SHOWN. (TYPICAL FL0�Q\ \�/ �/4°C FROM CASH OFFICE FROM J -BOX 8ELO�COUNTER TO SECURITY BACKBOARD. J. ROUTE CONDUIT FROM DECK TO TOP OF VESTIBULE FOR SPEAKER WIRE AND 0 TIME CLOCK REFER TO ELECTRICAL DETAIL [10/F3'D] FOR REQUIREMENTS. TRAF3YS' \�/ /�� /2\ 1-1/2"C TO SALES FLOOR TURNED DOWN 12'-0" AFF, CENTERED ON DOOR, AT |DE LABEL /1\ K. ALL CONDUITS FOR LOW VOLTAGE WIRING SHALL BE PROVIDED NTH BUSHINGS CONDUIT AS "FIBER OpT|C" AND /1\ SPARE. PROVIDE LONG RADIUS 90* FOR FIBER OPTIC CABLE. WIND DATA AND PULL STRINGS. /�\ \�/ ROUTEJ'�. 8�C |N COUNT AND CASH ROOM TO ABOVE CORRIDOR /7\ MOUNTTRAF3yS CAMERAS AT 11'-6" WITHIN 10/-0" OF ENTRANCES ON DOWN RODS DR MOUNTED TO DESIGN OF MECHANICAL, ELECTRICAL McHENRY & ASSOCIATES, INC. VESTIBULE. AND PLUMBING EQUIPMENT RESTRAINT PROVIDE BACKBOARD FOR MDF. REFER TO ELECTRICAL DETAIL 14/c3OA FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES,, INC. OR EQUAL 1 WARRENSVILLE HEIGHTS, OHIO 44 28(1) 2"C TO SALES FLOOR TURNED DOWN 12'-O" AFF CENTERED ON DODR, AJ|O[ LABEL (1) MANUFACTURER. AND AS REQUIRED FOR ALL APPLICABLE CODES. Phone: (216) 292-4696 CONDUIT AS 'i Fax: (216) 292-5874 ALL GLEA%RANGE5 AND DIMENE)IONS IN FIELE) WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 lot Design nd'%'bqp* as Instruments 6f 6i are gIvan so and remain tha p of Herschman Archltacts. The use of this design and these construction documents for purposes other than the specific project named herein Is strictly prohibited without expressed Arc toots, ncorpora a 01/30/2012 BID/PERMIT 02/16/2012 ADDENDUM I 04/02/2012 REVISION 5 04/25/2012 REVISION 4Z�� �| ||(? �[}Q��D� /�. �/a. '`.`�~v�w D580 ENERY R�AD �U0E 4VO OLEVELAND. OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.hermohmoomohitoc|s.omm TELEPHONE/ DATA ^-�-^-" " ^~=""��D' ^^^ ^ SYST EM PLAN W4� I 4. f"J. .„b! ! u� I I CCTV LEGEND %. A -� -— - ❑ -- GENERAL. NOTES: 216 MFD PENDANT MOUNT MEGAPIXEL I ,�;;II,)LAY 3/4" C NDUIT WITH SINGLE GANG �Vi�I�L.wd�Y7 8 IP CAMERA r . "fid del❑� � II`.�I�o i, BOX AT LATCH SIDE OF DQ R J ❑ " ❑ (_'' _I ❑ '` 3/4 CONDUIT WITH SINGLE GANG 1. ALL EXTERIOR EMERGENCY EGRESS DOORS TO HAVE DAYTIME 3/4" CONDUIT WITH SINGLE GANG- GLASS B K I I G SS BRK- 3/4" CONDUIT WITC8 H INGLE GANG SOUNDER/ BOX AT LATCf~I 51DE OF DOOR I I I I r .\ r -., --_i ,.� I i1 I I BOX AT LATCH SIDE OF DOOR ANNUNCIATOR AND SOUNDER INCLUDING RECEIVING AREA DOORS. Design and construction documents BOX AT LATCH SIDE F DOOR STROBE ❑, C - i �I ���� v� i CLASS BRKt= C �® C " r of confidence lschmunand Architects. he use 1S 216 FD PENDANT MOUNT IP CAMERA or, Instruments of service are givenin the G® I< PAD GLASS BR __r _.. ___ 2. WALL MOUNT PASSIVE INFRARED - 8-6 AFF -PIR - GE3 -- - PIR CB PIR L — - I I purposes of this design and these construction � Fr_ � � .,� — — — — — documents for ur ose.s rather than 3. ENSURE THAT ALL EXTERIOR DOORS ARE COVERED BY MOTION 1 PO/� PUBLIC VIEW MONITOR-BUILD IN CAMERA the specific project named herein is - IF ❑_ --.-_- ~_ -- ER ALL BA ❑l L.------- A\ . - - �I PS TO POW 41 I- C Architects, Incorporated. _'i l - _�1- DEVICES IN FRONT OF I- MOTION, MOUNT 0 MOTION, .MOUNT ON KNOX BOX TAMPER 4. THE FOLLOWING GENERAL GUIDELINES SHALL BE FOLLOWED FOR 1 PUBLIC VIEW MONITOR W/NO CAMERA STORE INCLUDING THE 360 M M __.__i I{ WALL ADJACENTIT MALL ADJACENT TO (COORDINATE EXACT WIRING INSTALLATION: PVM Date Issue aO F 3I114,DiI,)K �1 DEGREE MOTION IN GOLF , ` _ .- __ - - GLASS 10.5° - -- - - - GLASS 0 10.5° LOCATION WITH FIRE pI, -- --L - -- -- �- a. WIRING SHALL BE APPROPRIATELY COLOR-CODED WITH 01/50/2012 0/PERI"1IT _ -� III e_ - ❑ ❑- DEDICATE 120VAC 9 - - -z- ALARM CONTRACTOR) - - MOUNT PVM C PERMANENT WIRE MARKERS. COPPER CONDUCTORS SHALL BE � DEA® DROPS I- ®�/Ia/01 AI��NfUM I _ _ 3/4" CONDUIT WITH SINGLE GANG BOX G CHECKOUT 999 USED. / �' (ABLE TO BE PULLED TO �12 � 816 I II TI'N#) C'_E I-VIL:1 AND COVER PLATE CENTER OF DOORWAY BOTH MDF & IDF ROOMS M �-9 ! -- PVM TO BE MQWNTED 0 THE b. ALL CABLES, WHERE SUBJECT TO MECHANICAL DAMAGE, d D DEACTIVATIORS 0 1 =lu�__1 TOP OF DOOR. DS-150 CHECK CABLE PRINT OR �L:'- .r^ C X11,= _ -, I - CORNER OF THE TECHNOLOGY WIRING SHALL BE ENCLOSED IN METAL CONDUIT OR SURFACE 03/22/2012 E®/I5.ION 2 PM FOR DETAILS. e HU - CENTER PAD AN ANGLE 0 THE I METALLIC RACEWAY. CHECK LOCAL CODES AND/OR AHJ I II-II I � ( / 10 ENTRANCE ASS OWN PLEASE DO - AUTHORITIES FOR LOCAL REQUIREMENTS. 04/02/2012 REVISION 3 NOT DEVIATE FROM THE PRINT CCTV INSTALLATION NOTES I I 1�=III-I I II II lil I ) —❑❑ _ _ _ — — — — — _ _ ❑ - _ - - - - - - - _ - - - -- __ - __ -I c R FIRE INITIATING DEVICE CIRCUITS SHALL NOT - - - - - - _-- - - T _ _ WIRE SIZE FO - - _ �I❑l-- lIC Contact Project Manager Fran Ciglar at 561-9.39-3011 04/.25/2012 �RF-\/1517N 4 __ _ __ HOLD UP BUTTONS TO BE - - _ I- _ - _. - - J MOUNTED UNDER COUNTER TOPS BE SMALLER THAN 16 AWG SOLID, 14 AWG FOR SIGNALING any install issues. 4 - - - - - - L _ i L ..rr =1 - -- .- - - - -- - LINE CIRCUITS (SLC). with stet I _. I _ - REGISTER CAMERAS ARE TO BE -- - - - _ - -Dicks DLPM must be present have verified camera -- -, MOUNTED X116', CENTERED AND ❑ _ _ _ = - - _ - - - - r��)CASPO TS d. IDC OR SLC NJ1RES SHALL NOT BE ENCLOSED IN CONDUIT OR �: head end location before any cable can be pulled. ANGLED STRAIGHT DOWN TO COVER -1111 RACEWAYS CONTAINING "AC" WIRES. INSIDE CONTROL PANEL, -All Public View Monitors to be hung at 8'5" AFF. I ALL REGISTERS AND BOTH BOTH *14 150 1 "AC" WIRES MUST BE APPROPRIATELY SEPARATED. -All pendant mounted cameras to be hung at 16' AFF. _ MOUNTED 16 AFF ON 3/4° SIDES OF THE COUNTERS. PLEASE - -- - II �, 13 } -All remote alarms to be hung between 8-10 AFF. f ❑ CONDUIT WITH OCTAGONAL DO NOT DEVIATE FROM THE PRINT__ _ _ _ _ _ - c� E-" BOX AT BbTTOM 1— - - -1 7 - - - 1— - - � � I e. WHERE EMI MAY INTERFERE WITH THE PROPER OPERATION OF -AlI pendant poles for cameras to be painted flat white Un QW _12107 �1 — +TWISTED/ SHIELDED INITIATING ClCIRCUITS, TWISTED SHIELDED CABLE SHALL DE poles for PVM's to be painted flat black. 19 USED. -Allow 25 ft of slack at each camera. Prewire each drone to handle: future domes. ❑ 30° 1 y RAS�1�;'' SPORTS �_ j 5. SEE E6.0 FOR SPECIAL SYSTEMS BACKBOARD DIAGRAM PIR 1 ❑ _ II II 1 I�I II I III 6. FINAL LOCATION FOR CAMERAS SHALL BE VERIFIED BY LOSS LLL —1� I PREVENTION DISTRICT MANAGER HOWARD DelAguila (412) 788-6066. SECURITY EQUIPMENT LEGEND � '� L 1 ❑J ❑ 7. E.C. SHALL PROVIDE 3/4"C (WITH PULL WIRE) FROM EACH SECURITY - = ❑ I- �❑❑_ - �- - _I - E - - - - -} - ❑ ❑ - ❑ j DEVICE TO ABOVE ACCESSIBLE CEILING. IF DEVICE IS LOCATED IN AN (� DOOR CONTACT ❑❑ AREA WITHOUT CEILING, THIS E.C. SHALL STUB UP 3/4'C TO I SPORT OS C SWl[1Vf STRUCTURAL JOIST. ALL SECURITY WIRING SHALL BE PROVIDED AND SOUNDER 0 I IIJNC-111:911...,-1141,4GE , II L 1 INSTALLED BY SECURITY VENDOR 2. ALL WORK SHALL BE WOMEN AfHT, LI. COORDINATED WITH SECURITY VENDOR PRIOR TO ROUGH-IN. TYPICAL ° PASSIVE INFRARED 6 �-----J =----------I1=====--_ -__� LI---__--__---__=1---- ----J I_..---- I .THIS DWG. `-_ PIR M81� 8. SURFACE MOUNTING OF SECURITY SYSTEM WIRING IS PROHIBITED. ALL PASSIVE INFRARED / WIRING TO BE IN CONDUIT AND CONCEALED IN WALLS. EXPOSED - -- - - I- - - - -- - - - -- - 7 - I -I - - - - -I - - - - - __... - - - -._ - II_ - - I WIRING MAY BE RUN ABOVE CEILINGS AND IN JOIST SPACE. CEILING INFRARED. MOUNT TO 9" CELLULAR BACKUP REQUIRED FOR ALL SECURITY SYSTEMS. �• _gam CONDUIT STUB AND MOUNT \ Pira SENSOR 16' A.F.F. IN THE SALES FLOOR AREA. ❑ ❑? DS1501 CURTAIN MOTION MOTION, MOUNT--7.-.---__ -4;, DESIRE GLASSBREA- I DETECTOR MOUNTED ABOVE 6 N U ON WINDOW FRAME I II DOOR o N� I� /f �; - - - — - - arc© ❑� - - - - 11 OUTSIDE SOUNDER �t STROBE a R ❑❑� _� 1 — — �i N— / d �l E.0 SHALL PROVIDE 3/4" CONDUIT (WITH PULL WIRE) FROM EACH SECURITY , ° GLASS BRK--- � // � I DEVICE TO ABOVE ACCESSIBLE CEILING. IF DEVICE IS LOCATED IN AN AREA 5 BOOTS I '\ WITHOUT CEILING THE E.C. SHALL STUB UP 3/4" CONDUIT TO STRUCTURAL EXTERNAL POWER SUPPLY �' � � = -o �� ` ❑�� �' �% MEN X fHLETI - - - - - _ _,I� JOIST. ALL SECURITY WIRING SHALL BE PROVIDED AND INSTALLED BY SECURITY = m -_•--1 L-�- --- - -- _ �vu -==---� - - --J L-------- --I- - - - - `1111 VENDOR. ALL WORK SHALL BE COORDINATED WITH SECURITY VENDOR PRIOR TO U HOLD UP — — -- - - - — -6 o N 6 LL. ROUGH-IN. TYPICAL THIS DWG. u m PVM TO BE MOUNTED ®THE CORNER CONTROL PANEL w ND 0 N I � OF THE TECHNOLOGY CENTER PAD AND I WATEk SPORTS ° �, �°'°'moUP o a ANGLE 0 THE ENTRANCE AS SHOWN ❑ - .._ _i__11I- KEYPAD PLEASE DO NOT DEVIATE FROM THE PRINT - - - N _ --- ----- --- ----------___--_ -_ ---_ =1 i= - _ __—--__--- ----I - - ----- - F COB LASSBREAK 6 tea❑ MOUNT PV " III 3/4" CONDUIT WITH SINGLE GANG-1 1 P PHOTOBEAM ` 0 2 <F 8` 22 IM BOX AND COVI#R PLATE CENTER OF _ ® a 2 R U GLASS BRK 23 I I DOORWAY TOP OF DOOR. DS-150 0�N� y q SALT WATER C N a N C5 _ _T�JCZ_��� - /-'� - -— _ - - - - - - - - s v o I- - - - -I ❑ , N CE E=❑Q I� ['.II IC. M. m MOTION, MOUNT A L_ =, _ =1,11 +�CKOt1T I u.l..0 III�GI. '� I I I ® s, ' & BESIDE GLASSBREAK ❑I �n I��IeI J II c�Ir ) ON WINDOW FRAME _'_.1- - - L_._ ALV- - - 2 r, 1 1 C v u � I 1 � �❑ I I I I I 1 I u �61�1 � �i py — FI�r-IRM. ( II I'-1°INL }� 3� a - REGISTER CAMERAS ARE TO BE (MOUNTED I FIE] ED AND ANGLED STRAIGHTE- 016', 016 CENTER A 3 O° MV .III.°S ,O DOWN TO COVER ALL EGISTER AND I Ill I P " I III L —I " NG I BOTH BOTH SIDES OF THE COU TERS. �.i I, / 3/4 CONDUIT WITH SINGLE GANG v [Jim _^ l°. - ® < 6 N PLEASE DO NOT DEVIATE FROM 7HE PRINT. HUNTING APPS L � „o, � �,.�� �� ��� �� � �I � BOX AND COVER PLATE CENTER OF � „ v _ Q a DOORWAY TOP OF DOOR. DS -150 -� -LII( '43 �� �v� i 111 ��� —L «) °��I ❑ rl ❑, II � IL i Drawn By; T WK _I I " ] °1!� Ippl�qq11 eY 7 I 13/4 CONDUrr WITH SINGLE GANG -_--- — ---- _— ---- -- �— _ __--. -- — _—__� L--- -- —.— = —- —__—� IL— ------ -- I ---- / BOX AND COV R PLATE CENTER OF P �, Project NO.; 1101.00 DOORWAY TOP OF DOOR. DS-150 ® C co — — — E- _ \ — E — — ❑i — — — — — — _ — ��❑ ,❑ - ADT KEYPAD: I I �- -I ---- ----- ----------- - -- - ---------__----- -----___- I- - - - -- - FLS OU ED - - - - ------------- - -- - - - - - - - -- - ❑ - --- SEE DETAIL _ll --------- ❑ --� FLUSH M N " 110�E3,0 ❑❑ \ CENTER OF DOOR -I� --� ,- m o b ®❑ �- ro ❑rte-�--� �� II MOUNTED 16 AFF ON 3/4 CONDUIT 1-I STRIKE - L -fes I -' WIT if it I OCTAGO IAL BOX AT BOTTOM 3fr ` 1 r❑- L - T BELO HANGING TIMBERS P Ri 1'® II �I- z6 � rill li i� a �dkl�tilT T�II4�. ❑II -II_ _Ir 7- -u ❑ I I C NC i I � ,� �>— �, I I I I II❑ �� � ��' � I , // � 1 27 ❑❑ <, ❑ �/� ❑' i _® ❑ /20' , - - HOLD UP BUTTONS TO BE MOUNT PVM �f " - = = _ - -_� Brsrr ❑❑ FOOTWEAR - � � � 16 ;. � � y�, 3 � �- MOUNTED UNDER COUNTER TOPS _ - F -I ( II Ali ❑Ili I I � I PI I II t>_ --- �, � ❑ � � , ��<,��s I: III - H I- -I III _I l 11 (CI —J ' , ��,�dlh�llll 3/4" CONDUIT WITH SINGLE GANG �❑ 1-1 I I I � M ,�C�1$ � I d . I � � � " � i"1• FLUSH MOUNTED CENTER ® BOX AND COVER PLATE CENTER_ OF DOOR STRIKE - - - _ - �l OF DOORWAY TOP OF DOOR. 1� J = � ❑ - _- Fm ❑� _ _ I J_ � - - - � `Z� , �I I� - _- ��I ❑ I III I L69 I _WGII -- �5 I- 1 I —I— —_ ..� -� ��I!I �� �� ❑ rl I�— �— 1 _ MAN DOOR CAMERA, MbUNTED ® 12 , ' _ J Ury, ( II I -- _ �� _ - - IC:jI PII'. X11 SII! - -I _, TO BE OFF CENTERED OF DOOR AND 7�7 11 - 25 --I ! �I� AI TB °I VIW.I°'I'( L, 111 ( I �� I �j 1 �1 -0 rq m := - - C.� - - ANGLED STRAIGHT DOW C� THE AREA - _I.... - _ - -I- - -I- _i- - -ii_ .II- .I IN FRONT OF THE MAN DOOR. PLEASE _I��:-L_ 2B ❑ 17l i -1f - - - - L _,I I `UO NOT DEVIATE FROM THE PRINT l. � � --n �L - .-� -�� ❑ Ji II - L.I}'. _II=— ❑� --11 �I`' —-—�—T —--I ---1 _ —r—T_ 7_-—I—-—I —-—-—I—-- I II IF � - - —� —�L_— =2 _- — _--- MOTION MOU. _Q� , - - - — - -.._T -- —__ --— = -❑ _—_ll 1�1—===� —=�1 ❑gyms• e��� " �. r — `1 _ 115 f� 6�Ti("�r��dil - - - - L r�3/4 CONDUIT WITH SINGE GANG Bch .AND-CQ�E _ JL -, - � _.._ _ � = --- - - X11 LBD C,P�p f1�J 'IM ❑ - -- 1_115 1 F_ 20____I PIR �'/- - PLATE CENTER OF DOORW Y TOP OF DOOR. DS-150 _ - - - - - - - - - .�°° A�� STC = - ---�FOOTWIEAR ST OC _ - - - - _ - - _ - - - ----� I _I- _ _ _ 1< �_ 1�� I�---���---=I__--11 ii it -1 CL C AWDATA -- _- I 1(S�II�:VATRJiI� ❑_ � _�--�,� -._-�� 1,� -� lil III r— _ / I r , r ❑ — x I I MAIN STOCK a:l..11y � U ��oG�A®� � L — C� E-6[Ulm �I��� / v UIR �2 � =�'- _ ❑� ❑'" _ _ _ II CI 111 �r - - - �] ��r �- - �M�- 1-_-1 CH_I-----❑-_LI - II= a--❑�—J— — — — — — - - - - - - VAR EMS CONNECTION CABLE TO BE PULLED TO BOTH 3/4 CONDUIT WITH SINGLE GANG N I �-- WHERE APPLICABLE MDF & IRF ROOMS CHECK CABLE BOX AND COVER PLATE CENTER OOF DOORWAY TOP 0 DOOR. DEDICATE 120VAC - PS 0 POWER PRINT OR PM FOR DETAILS. DS-150 Q ALL BA DEVICES IN REAR OF STORE9) ®� 2SECUBW PLAN C. 8 BA CONTROL MOUNTED ON PLYWOOD - NO BA — DEVICES ARE TO BE POWERED FROM THE VISTA 128 E8o0 3 32 1 = -O 129C0___)_JL —A L. __"yamA1- _._A�L —�IL — LLQ- RECEuVuNG WALL MOUNTED J I MOTION MOUNTED � SAI CO ELEVATOR ) �4 -SOUNDER PIRd, 1 rr y KEYPAD �dLE ATE61 � I S TAOR I (152 -1r X ------------ ----------------- / \I - -- -11— - - z Pi � — I L� ---� _ I I ❑.— FL. LIC. AR95693 2 PIRIMIOI 3.4" CONDUIT WITH 25001 EMERY ROAD, SUITE 400 SINGLE GANG BOX m m m ;fir m 12" OFF OF FLOOR 12F1 & CLEVELAND, OH 4412 WALL MTD. DUAL TECH -- DESIGN. OF MECHANICAL, ELECTRICAL TEL (216) 223-020.0 MOTION DELT - - AND PLUMBING EQUIPMENT RESTRAINT McHENRYC ASSOCIATES, INC. FAx (216) 223-3210 tri d t m _I SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS r www.hersotimanarchitecl,.corn _ FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 q ❑ � �❑ BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 4412SECURITY PLAN AND AS REQUIRED FOR Phone. (216) 292-4696 N 3 LOWER LEVEL SECUR" PLAN ALL APPLICABLE CODES. Fa (216) 292-5674 CONTRACTOR MUST VERIFY Errlail: MAIL�MCNENRYAS50CIATES.COM E8.0 3/32" — 1 9-0" ALL CLEARANCES AND U DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 E&O w a TELEPHONE TG -7 CELL UNIT 0/128 CONTROL PANEL WARNING: OWNER'S INSTRUCTION NOTICE NOT TO BE REMOVED WEEKLY TESTING IS REQUIRED TO ENSURE PROPER OPERATION OF THIS SYSTEM. 4193SN NOTES: 1. Zone 1 may be selected for EOLR supervised 4- Zone 8 supports 2 -wire latching type glass break detectors. J7 Header J81 -leader MAKE CONNECTIONS USING or normally closed (no EOLR) operation via See Installation and Setup Guide for recommended type No. 4142TH CABLE MODULE 1. Not Used 1_ In 2 (Printer DTH) Optional programming: cut jumper. (Cut red jurnper for normally closed and maximum number of detectors supported. ( p g ct Design and constr 2. Ground 2. Ground Out 1: Smoke Detector Reset )peralic�n. Do not cut for Fire Usage). Innes 2-8 t� as Instruments of Blue 3. Out 1 (Ground Start) 3. In 3 (1361 x10 sync) Out 2: Armed LED Jumper — 1 may be selected for either operation via program 5. Cut blue jumper to disable supervision of alarm sounder output. 4 Ground_ 4. In 4 1361 x10 sync) Out 4: Read LED in confidence and r p field "41. Leave jumper intact to supervise output. (See Installation and ( Y ) Y O U O O U O U O O J$ of Herschman Arc note 5 5. Out 2 (fire) 5. Ground Ratings for Out 1: ®A ( ) p� Setup Guide for Programming and Wiring Instructions). 6. Ground- 6- Out 5 (1361X10 data) Active: 10VDC-13.8VDC through 4k OHMS 1 2 3 4 5 6 7 8 9 of this design and 2. Zone 1 supports oris 2 -wire smoke detectors. �, documents for ai RECEIVING SOUNDS II See Installation and Setup Guide for recommended 7. Out 3 bur /aud, panic) /. Out 6 Printer RXD Not Active: 100 OHMS to round l 6, Zone 9 may be used for RS232 input. ( g p ) m ( ) 9 the specific projec � KEYPADP 3 6 0° type and maximum number of detectors supported- 8. Ground 8. Ground Ratings for out 2-4: BATTERY 3 Zone 7 may be used for remote ke switch 9. Out 4 silent anis/ 9. Ground Active: '10VDC 13.8VDC through 5k OHMS strictly prohibited 1935N FABS Y keyswitch ( p Not Active:1kOHMStoground - OOOOOOOOO J7 written consent o arming/disarming: See Installation and Setup Guide duress) Architects, Incorp F (Refer to Installation and Setup Guide for information concerning Direct Wire JMODULE �� �� MODULE - for wiring instructions. Red Jumper 1 2 3 4 5 6 7 8 9 ' MONEY ROO P I I\ Connect to w (note 1) Downloading and printer connections.) ®-— 12VDC, 4AH It (a KEYPAD ZONE 2 ZONE 3 ZONE 4 ZONE 5 ZONE 6 ZONE 7 ZONE d ZONE 9 EARTH GROUND Date I5 ` POLLING LOOP - -----� ar12VDG, 7AH �� LLJ 1 2 7 1 D t 1 i 2 f 3 14 15 16 17 111 71 22 23 24 16 26 27 28 29 30 Connect to good earth GEL CELL ground to maintain im- 01/30/2012 BI 1�� BATTERY munity to transients. ENTRANCE (, xi ZONE 1 ¢ � Yl� �� YY � .� -` See Instructions forKEYPADMODULEp f� g g'GHARGING O wK. 2 i ro er FAD NARMED �" t7FF ALyAv srAv LL VOLTAGE __ J w� ' Doc LOAD No.: 5/ICa/®I� Al 1 2 3 13.7VDC _ < p Connect to z °� c1_ Handset Incoming RECORD VOLUME PLAY ❑ ❑ 4193SN 41935N �� See 260 Hz Outlet p a N_G. N.ta. N.C. N.C. wp �� Ph e 4l�� N9N TO PREVENT iVit�E9ULE MC7DULE aIAx TEST f]Yf'ASs Installation 60 Hz Outlet i cr , aF PIR READY and Set a Guide v O� ISS YIP ELECTRICAL w 4193SN �� P I I \� p R REMOTE KEYPADeI p for required z � J z z Telephone connections capacity O Use 613KEYP � _J'O p J using Ademco No. 620 SHOCK, DISCONNECT P S MODULE MESSAGES /It�sTaNr CODE CFIIME U U)Oz N.O. N.O. N.O.NO\ N.O. Uz 4 RJ3lxdcr�dtconnect TELCO JACK BEFORE � .� Re lace or 6139 SERVICING THISPANEL. every TRANSFORMER (Addressable keypads)9 w o only I- s5 °C REAeY ® 3 years ADEMGO No.1361 See Installation Instructions N b 2k EOLR 2k EOLR 2k EOLH 2k EOLR 111 0 MIC (IN CANADA N THIS EQUIPMEINT SHOULD BE INSTALLED ( for max # of keypads o (note 1) (note 1) (note 1) (note '1,3) STATUS VOICE FUNCTION USE No. 1361CN) and for max wire run Ienglh- " 42Q8U IN ACCORDANCE WITH THE NATIONAL 419.33N 4193SN -1 1361X10 IF ?. IVIC..a®ULE IVIG®ULE x-10 DEVICES RPM FIRE PROTECTION ASSOCIATION'S 0 WILL BE USED BELL Fire GLASS STANDARD 72 NATIONAL FIRE Usage BREAK r PROTECTION ASSOC., BATTERYMARCH 41935N N.C. gNG v ( AUXILARY POWER OUTPUT SMOKE 41 OK g� � [� NOTE: N.G, SMOKE PARK. QUINCY, MA. 02269). POINTED w EMS 9.6VDC 1 imam , N.C. WHEN POWERING UP - INFORMATION DESCRIBING PROPER MODULE THE PANEL, PLUG THE /50mA maximum Note; Include current drawn INSTALLATION, OPERATION, TESTING-,, � TRANSFORMER IN BEFORE by keypads and polling loop N C N.O. MAINTENANCE, EVACUATION PLANNING C N.O. N_C. 4191 SIN CONNECTING THE BATTERY. SIREN devices when making Burg. PIH auxiliary power calculations. Usage AND REPAIR SERVICE IS TO BE w 2k EOLR 2k EOLR (note 6) PROVIDED WITH THIS EQUIPMENT. ALARM SOUNDER OUTPUT 1®VDC - 13.6VDC N.O. (note 1) (note 1) 2k EOLIR 4193SN Notes For UL Household (note 1,4) Zane resistance (Excluding EOLR): USE UL LISTED ENERGY CABLE FOR ALL CONNECTIONS MODULE Fire Installations ZONE 1,8: 100 OHMS MAXIMUM Polling loo ratio 128mA max. 2k EOLR 9 p 9: 1. Use 12VDC, 14AH battery ALL OTHER ZONES: 300 OHMS MAXIMUM .See Installation and Setup Gourde for COMPLIES WITH FCC RULES, PART 68 P I I p � IC 2. Maximum auxiliary current, (Hoke 1,2) Zone response time- maximum number of devices supported FCC REGISTRATION NO. AC398U-68192-AL-E including polling loop 30DmA and maximum wire run length RINGER EQUIVALENCE 0,78 3. Combined alarm and auxilary power output ZONES 1: 350mSec-500rnSec and polling loop current must be limited to 750rnA CONNECTION OF THE FIRE ALARM SIGNAL for UL985 Household Fire Installations, TO A FIRE ALARM HEADQUARTERS OR A THIS DEVICE COMPLIES WITH PART 15 OF CENTRAL STATION SHALL BE PERMITED FCC RULES. OPERATION IS SUBJECT TO THE ONLY WITH THE APPROVAL OF THE LOCAL FOLLOWING TWO CONDITIONS: (1) THIS DEVICE ALL CIRCUITS ARE AUTHORITY HAVING JURISDICTION. THE MAY NOT CAUSE HARMFUL INTERFERENCE, AND POWER LIMITED. BURGLAR ALARM SIGNAL SHALL NOT 13E c (2) I HIS DEVICE MUST ACCEPT ANY INTERFERENCE CONNECTED TO A POLICE EMERGENCY RECEIVED, INCLUDING INTERFERENCE NUMBER. THAT MAY CAUSE UNDESIRED OPEHATION. TYPICAL FLOOR DIAGRAM KEYPAD 616OV-ADT VISTA -128P SUMMARY OF CONNECTIONS CONTROL BOARD DIAGRAM, TYPICAL ONLY, ADJUST TO AVAILABLE SPACE RA CONDUIT REQUIREMENTS -INSTALLED BY EC CONDUIT STEMS WITH 4" OCTAGON BOX INSTALLED 16' AFF FOR INSTALLATION OF CEILING MOUNT MOTION DETECTORS. � CONDUIT WITH SINGLE GANG BOX TO TOP OF EMERGENCY EXIT DOORS. — LATCH SIDE ON SINGLE DOORS — CENTER ON DOUBLE DOORS TG -7 CELL BACKUP SINGLE GANG BOX AT CENTER OF ALL EMERGENCY EXIT DOORS, TOP OF DOOR FRAME, CONNECTION TO CURTAIN MOTIONS. CONDUIT WITH SINGLE GANG BOX INSTALLED TO BOTTOM OF ALL OVERHEAD DOORS ON LOADING DOCK (BOTH SIDES, SEE DETAIL. w CONDUIT WITH SINGLE GANG BOX TO BOTTOM OF MALL GATES,(BOTH SIDES) WHEN APPLICABLE. CONDUIT WITH SINGLE GANG BOX INSTALLED ON TOP OF TRASH COMPACTOR DOOR (LATCH SIDE) CONDUIT TO KNOX BOX FOR POINT OF CONNECTION, KNOX BOX WITH TAMPER PROVIDED BY ADT. CONDUIT FROM BOTTOM OF BAR JOIST AT VESTIBULE AREA TO FLOOR TRAY FOR CUSTOMER SERVICE AREA FOR INSTALLATION OF HOLD—UP BUTTON. BAR J 4X4 J PDX fe OTHER CONDUIT AS REQUIRED BY ADT, AHJ AND LOCAL CODE, ALL CONDUIT PROVIDED BY EC. JOIST 3/4 CONDUIT SIM TRUNK LINE INSTALLATION NOTES BA FACP FCPS VISTA 128 APPLETON 8456RCONTROL UNIT (VISTA 128) MOUNT IN THE ELECR I CAL ROOM IN BACK OF THE STORE OR IN MEZZANINE WHEN ELECTRICAL ROOM IS LOCATED IN THE MEZZANINE � SWIVEL. HANGER OCTOGON J BOX 1076C 4.72366 SIM MODULE SENTROL CONTACT NOTE: SEE CONTROL BOARD DIAGRAM FOR EXACT LOCATION. CEILING MOUNTED --"BA CONTROL COMMUNICATES ON SINGLE LINE DIALER. MOTION DETECTOR l MOUNT MOTIONF===LJPOWER SUPPLY EXTRA POWER SUPPLY AND BATTERIES, SHOULD BE INSTALLED TO POWER MOT I ONS WHEN NEEDED. MOUNT POWER.SUPPLY SUPPLY BESIDE THE DETECTOR 16' ABOVE Drawn By: FINISHED FLOOR CONTROL PANEL. NOTE: SEE CONTROL BOARD DIAGRAM FOR EXACT LOCATION. Project No.: STANLEY DOOR SIDE VIEW OF CONTACT SYSTEM CELL BACKUP UNIT TG=n MOUNT BESIDE CONTROL UNIT, USE STANDARD ANTENNA. MANUALS BA — POWER SUPPLY NOTE: SEE CONTROL BOARD DIAGRAM FOR EXACT LOCATION 0 KEYPADS (3) MOUNT ONE DIRECTLY OUTSIDE THE MANAGER'S OFFICE, 56" ABOVE THE FINISHED FLOOR. 0 MOUNT ONE BY THE FRONT DOOR, 56" ABOVE THE FINISHED FLOOR. 0 MOUNT ONE BY THE RECEIVING MAN DOOR, 56" ABOVE THE FINISHED FLOOR. DOOR CONTACTS CONTACT ALL EXTERIOR DOORS. MOTION DETECTOR MOUNTING DETAIL VESTIBULE DOOR CONTACT INCONTACT THE SECURE STOCK ROOM DOORNEAR THE GUNRACK,STALLATION CONTROL BOARD DIAGRAM ( ) CONTACT THE CASH OFFICE DOOR: CONTACT OVERHEAD LOADING DOCK DOORS. CONTACT TRASH COMPACTOR DOOR CONTACT THE ROOF HATCH. MOUNT SAFE CONTACT ON THE SAFE IN CASH ROOM. MOTION DETECTORS CEILING MOUNTED MOTION DETECTOR IS TO BE MOUNTED 16' ABOVE FINISHED FLOOR IN FRONT OF THE LODGE. MOUNT ONE 360 MOTION DETECTOR IN MEZZANINE, END OF THE STEPS. MOUNT WALL MONTED MOTION DETECTORS AT FRONT DOORS COVERING GLASS AREAS. MOUNT WALL MOUNTED MOTION DETECTOR IN STOCK ROOM COVERING ISLE. E.C. TO PROVIDE 1/2 CONDUIT AND ( ) MOUNT WALL MOUNTED DUAL TECH MOTION DETECTOR TO BACKUP TRASH COMPACTOR DOOR. " SINGLE GANG BOX WITH COVER AT 8'6" E.C. TO PROVIDE 1/2 CONDUIT ON A.F.F. THE STRIKE SIDE OF DOOR MOUNT WALL MOUNTED MOTION DETECTOR IN THE SECURE STOCK ROOM, NEAR GUN RACK. MOUNT WALL MOUNTED MOTION DETECTOR IN THE CASH OFFICE. GLASS BREAK DETECTORS MOUNT TO COVER FRONT GLASS AREAS. DOOR CONTACTS HOLD UP BUTTONS MOUNT HOLD UP BUTTON AT CUSTOMER SERVICE AREA AT THE FRONT BY THE CASH REGISTERS. MOUNT HOLD UP BUTTON IN THE CASH OFFICE & COUNT ROOM. SOUNDERS MOUNT ONE SOUNDER (RX -7) IN RECEIVING AREA, RECEIVING AREA IS DAYTIME ANNUNCIATED. MOUNT ONE SOUNDER/STROBE COMBO (AS—SX5ISLIC) OUTSIDE IN THE FRONT OF THE STORE,CONNECTED TO LODGE STOCK INSTALL A 4" ROOM MOTION AND LODGE FLOOR MOTION DETECTORS, SQUARE BOX AT 12" LODGE DOOR CONTACT. A.F.F. KNOX BOX CONNECT KNOX BOX TAMPERS SWITCHES IN TO THE SECURITY ALARM. HERSC ARCHI FLOOR FLOOR PROGRAMMING NOTES (BA) WIND DATA FL. LIC. POINT TO LINK ALL DAYTIME ANNUNCIATED DOOR TO SOUNDER. 25001 EMERY R( F➢ �, CLEVELAND, POINT TO LINK GROUP 5 GUN AREA TO OUTDOOR STROBE. DESIGN OF MECHANICAL, ELECTRICAL McHENRY ASSOCIATES, INC. TEL (216 OUTSIDE SOUNDER SOUNDS ON ANY BA AND PLUMBING EQUIPMENT RESTRAINT FAX (216 SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS www.herschmar O \ / V E R H E A D/ D OO R CONTACT D E T A I L S FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44.128 SECU MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292-4696 ALL APPLICABLE CODES. Fax: (216) 292-574 SYSTEM ���IT �T®1 �Iu�T VERIFY Email: MAI LQMCHENRYASSOCIATES.COM ALL GLEARANGE5 AI\(D DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 E c. �EtPA� VX c "9 b action documents service are given smain the property hitects. The use these construction poses other than t named herein is raithout expressed I Herschmdn orated, i Ufi WFERMIT 7DENDUM �II�N J1 � C3 ail V x° � Mf �, Ol s c 6 vl .. p c 6 6 :u ° L iv ° v 0D 'cj Q ° N �1 v .6 ®°_ °I °° .�U� s P 6 E 91 N Ol s 0 0 ° 0 t ° -0 13 E p J — CS ,3 - 0 QL V➢ �,-a1,3�� ➢o, ea -uel-Au➢ v o ° .Js +p�p� w q U act E=`o �v' ° < v� ° e 6 u�i iLU )AD, SUITE 400 OH 44128 223-3200 223-3210 architects.com I j, C� 6_ I I ® Mal Em MM mal am 11 I VOLUME CONTROL FOR - - — _ _ - rt ZONE "D' SPEAKER. PROVIDE I F�I-PP11_..A� I II'I� °0 3/4" CONDUIT TURNED OUT TO I JL6AY _E I��I. � �J1 SALES "FLOOR "IN JOIST SPACE WP J7 C8 AND 4 BY 4 J -BOXES WITH I I I - r SINGLE MUD RING MOUNTED AT - C� 48" AFF. _.. ... ........ .- .__ J I - - - - - 'Ali R III �II � I� --w.� --- ----- _�.-.t I Ic' - � PENDANTS MTD. � � (2)-j 1� ZONEC" VOLUME CONTROL FOR ZONE 'A' I C6 C5 C4 C3 3ENERAL NOTES: r. SEE DRAWING E11.0 FOR DETAILS ON SPECIAL SYSTEMS. B. ALL T.V. EQUIPMENT, MONITORS, DVD PLAYERS, ETC., SHALL BE FURNISHED AND INSTALLED IN GENERAL CONTRACT BY DICK'S NATIONAL A/V ACCOUNT VENDOR, ELECTRICAL SUBCONTRACTOR SHALL VERIFY ALL REQUIREMENTS WITH A/V ACCOUNT VENDOR. C. ALL SPEAKER AND COAX FEEDS ALL GO TO A/V ROOM D. PROVIDE 1/2" CONDUIT RACEWAY, CENTERED qN DgOR, TO EXTERIOR FOR SPEAKERS IN ZONE Y ZONES SPEAKERS. PROVIDE 3 4 CONDUIT B D1 /� B UB B - A= UVLF i v _11""M,IIl ENI'_TEF l / A2 B = STORE CENTER - RIGHT MUSIC o 1 TURNED OUT TO SALES FLOOR IN JOIST B J - ­--��� r� V11,� ��-- �� -�- I C =TEAM SPORTS MUSIC SPACE AND 400 BY 4 J -BOXES. WITH Al �- - �nl_ �� I I D = CASH WRAP TV SINGLE MUD RING MOUNTED AT 48" AFF. - ... _ I - 18 E = LODGE TV _ - F = BIKES/EXERCISE MUSIC CHE+ CKOU i" -4 - - - -- - - - - - - - - - G = OFFICE/STOCKROOM MUSIC LI._I__. _L_— - { --� ® - --- -- - - - - - - --- - - - - - - - - -- -- -I _ .. 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Date Issue 01/30/2012 BID MIT 02/1(0/2012 ADDENDUM I 04/02/2012 ®REVISION 9 04/25/2012 �REVISION 4A ® t q) L� : 'j, -S V O 6 6= 2 —N Ea4�� G U9 '2 V O ,4)-xs 3 p 21 � u a 6 0, a G G fE '6 m 6 O J s I L U� ® V a 7- Drawn Drawn By: ` INK Prolecf NO.; 15101.00 L =�L_ L `L JL �L —SIL_ ._. 'A F� I \, F�II:GIE.li�lll�l�a _.I I� ZONE "G" I L �� I, -1 L -A Mal Mad - I LI VAI'0 VIIIA11:' I -UIF E I.V.Em Ism offli—mm am IN RIME! C� I I I I I II - .1F:ft 1 _ II u r _i..c 2 LOWER LEVEL SPECIAL SYSTEM PLAN E1 Q.Q 3/32"=V-0" - F1 F3 _ r, III _ C FIJI �, MIEhJI'�S HUNTING APDL I � I I p 0 ! 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Date Issue 01/30/2012 BID MIT 02/1(0/2012 ADDENDUM I 04/02/2012 ®REVISION 9 04/25/2012 �REVISION 4A ® t q) L� : 'j, -S V O 6 6= 2 —N Ea4�� G U9 '2 V O ,4)-xs 3 p 21 � u a 6 0, a G G fE '6 m 6 O J s I L U� ® V a 7- Drawn Drawn By: ` INK Prolecf NO.; 15101.00 MASTER EQUIPMENT INDEX PART NUMBER VENDOR DESCRIPTION VP300 VENDOR #5 DVD/VHS PLAYER TH-65P VENDOR #5 65" PLASMA TV MRK -2426 VENDOR #5 RACK FD24 VENDOR 15 DOOR CBS-ERK-25/MRK-26 VENDOR #5 CASTOR BASE U2 VENDOR #5 SHELF EB1 VENDOR #5 BLANK PANEL EB2 VENDOR #5 BLANK PANEL Z-1 VENDOR #5 MISC. RACK HARDWARE 0900 SERIES VENDOR #5 AMPLIFIER 641 VENDOR #5 INPUT MODULE U13 VENDOR #5 INPUT MODULE MB -25B VENDOR #5 RACK MOUNT BRACKET M900 SERIES VENDOR #5 MIXER CT -SERIES VENDOR #5 POWER AMPLIFIER TH-42P VENDOR #5 42" PLASMA TV VARIOUS VENDOR 15 SURGE SUPPRESSERS VARIOUS VENDOR #5 POWER STRIPS Z-3 VENDOR #5 AUDIO FITTINGS/CONNECTORS/PATCHES VARIOUS VENDOR #5 VIDEO LINE DRIVER Z-4 VENDOR #5 TV MOUNT HARDWARE 616 VENDOR #5 VIDEO SWITCHER RUUDA4 VENDOR #5 AUDIO DISTRIBUTION AMP. PS24 VENDOR #5 POWER SUPPLY SPN-24-26 VENDOR #5 SIDE PANEL BG -130 VENDOR #5 AMPLIFIER PSM200S VENDOR #5 FLAT WALL MOUNT VARIOUS VENDOR #5 RF AMPLIFIER FD -24 VENDOR #5 DOOR GMA330 VENDOR #5 FLANGE CMASTAl5 VENDOR #5 STABILIZER KIT Z-6 VENDOR #5 VIDEO FITTINGS/CONNECTORS/PATCHES/SPLITTERS VARIOUS VENDOR #5 MISC. INSTALLATION HARDWARE VARIOUS VENDOR #5 COMPLETE SATELLITE SYSTEM - 4 RECEIVERS Z-7 VENDOR #5 INSTALLATION CT -13 VENDOR #5 TV it BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER 1-1/2" PIPE VARIOUS - EC TV EXTENSION PIPE/MISC HARDWARE 13 VOLUME CONTROL SPEAKERS 25TO41 VENDOR#13 VIDEO CABLE 25224B VENDOR #13 AUDIO CABLE QH16T VENDOR #13 PAGING HORN C10/870/W VENDOR #13 CEILING SPEAKER SSB2 VENDOR #13 TILE BRIDGE ERD8 VENDOR #13 BACK BOX BS -1030 VENDOR #13 SPEAKER H2WP VENDOR #13 SPEAKER C10/B70/W/VK VENDOR #13 VOLUME CONTROL SPEAKERS Z-5 VENDOR #13 SPEAKER MOUNT HARDWARE TEAM SPORTS ® I X - EQUIPMENT RACKS AND CABLE d I � 6 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER ® I � 25T841 o I #13 LOCAL ANTENNA INSTALLATION INSTALLATION E - LODGE SCHEDULE =QTY=PART NUMBER VENDOR FOOTWEAR AMP DESCRIPTION H 5 BS -1030 VENDOR #13 A - GOLF TH-65P VENDOR #5 65" PLASMA TV 1 VP300 VENDOR #5 DVD PLAYER 1 1 VARIOUS VENDOR #5 SATELLITE RECEIVER AT1ORM 2 TH-42P VENDOR #5 42" PLASMA w MOUNTS 1 VP300 VENDOR #5 DVD/VHS PLAYER 1 A900/BG SERIES VENDOR #5 AMP 1 AT VENDOR #5 VOLUME CONTROL ® MAID RACK 4 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER PENDANT MOUNTED 42" PLASMA TV°S -------------t r - -r-_-_---�--� r -------------- 1 t - - - - - - - DVDVIDE( ,J-� GOLF SAT REG. L-A WAY 1 I I I L _--_------- I ---=____J- VDA I---�------__-- -------------- j fd I 1 1 L--r--� B H - CENTER STORE ATHLETIC SHOES G - OFFICE/STOCKROOM I I I TM 2 SC61OT VENDOR ® i i L___ i- i i �� DVD i VIDEO i i_ ® 1 M900 SERIES VENDOR #5 AUDIO MIXER ® 1 CT -SERIES VENDOR #5 POWER AMP ERD8 1 VARIOUS VENDOR #5 SATELLITE RECEIVER VENDOR 1 VP300 VENDOR #5 DVD VHS PLAYER p it BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER 3 C10 B7D W VK VENDOR 13 VOLUME CONTROL SPEAKERS ® SEL II II 4 6) 2 1 I I t -=-T 1 SSB2 VENDOR #13 TILE BRIDGE #5 3 ERD8 VENDOR #13 BACK BOX ® I d o I � o ® I C - TEAM SPORTS ® I X - EQUIPMENT RACKS AND CABLE d I � 6 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER ® I � 25T841 o I #13 RG -6. U QUAD SHIELD COAXIAL CABLE ® I 25T224B VENDOR o I 18-2 AUDIO CABLE 2 D/J - CASH WRAP/EXTERIOR ENTRANCE j5 u I 2 CBS -MRK -26 ® i CASHWRAP DVD #5 CASTER BASE ® I rC� -- ---1 I 4 2 2 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER FJ L---------- I ® 1 I WAY I I 1 VDA-3 VENDOR #5 VIDEO DA ® L -,--J I i L------® --------------- 3 PDR VENDOR #5 SINGLE DISPLAY WALL MOUNT 0 3 CMA330 VENDOR #5 FLANGE 3 TH-42P VENDOR #5 42" PLASMA TV 1 VP -300 VENDOR #5 DVD PLAYER 1 A900/BG SERIES VENDOR #5 60 WATT POWER AMP 1 H2WP VENDOR #13 SPEAKER LOCAL ANTENNA INSTALLATION (IF REQ:) E - LODGE GOLF AMP SATELLITE DISH GOLF SATELITE RECEIVER FOOTWEAR AMP CASHWRAP AMP H 5 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER 1 TH-65P VENDOR #5 65" PLASMA TV 1 VP300 VENDOR #5 DVD PLAYER 1 ROOF PENETRATION ABOVE VENDOR #5 c------�--=---1---� �'� FOR EQUIPMENT RACKS FOR 1 AT1ORM SAT. 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SUSPENDED --------- 00 AMPLIFIER CNTR n SPEAKER x4 00000000 00 00 MIXER oo AMPLIFIER VOLUME CONTROL SPEAKER x3 SUSPENDED 0 SPEAKER A SUSPENDED 0 SPEAKER x3 0 SUSPENDED 0 SPEAKER x6 SUSPENDED 01 SPEAKER x3A2 00000000 oVOL.I I�I SUSPENDED -------- 00 AMPLIFIER HCNTR SPEAKER x5 00000000 o 1 1 VOL. ------------------------ 00 AMPLIFIER CNTF I f I I I I I I 00000000 0 L-----------------------100 AMPLIFIER I I 1 I I 1 --- 00000000 0 I--------------------- Oo AMPLIFIER I I I I I I I --100 00000000 0 L--------------------- AMPLIFIER SUSPENDED SPEAKER x2 A SUSPENDED SPEAKER x1 (SUSPENDED ) 0SPEAKER x6)0 MAIN EQUIPMENT RACK PREVIEW MONITOR VOLUME CONTROL SPEAKER x7 PAGING HORN x4 INSTALLATION SCHEDULE E - LODGE GOLF AMP LODGE AMP GOLF SATELITE RECEIVER FOOTWEAR AMP CASHWRAP AMP GOLF DVD/VCR 5 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER 1 TH-65P VENDOR #5 65" PLASMA TV 1 VP300 VENDOR #5 DVD PLAYER 1 A906MK2 VENDOR #5 60 WATT POWER AMP 1 AT1ORM VENDOR #5 VOLUME CONTROL F - BIKES EXERCISE 3 Z2BS-1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER G - OFFICE/STOCKROOM 4 SC61OT VENDOR #13 PACING HORNS 7 C10/B70/W/VK VENDOR #13 VOLUME CONTROL SPEAKERS 6 ERD8 VENDOR #13 BACK BOX 1 A900 BG SERIES VENDOR #5 AMP 4 SSB2 VENDOR #13 TILE BRIDGE I - FOOTWEAR 4 6) 2 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER 1 A900 BG SERIES VENDOR #5 AMP X - EQUIPMENT RACKS AND CABLE 2 MRK -24-26 VENDOR #5 EQUIPMENT RACK 3000 25T841 VENDOR #13 RG -6. U QUAD SHIELD COAXIAL CABLE 5000 25T224B VENDOR 413 18-2 AUDIO CABLE 2 FD24 VENDOR j5 LOCKING DOOR 2 CBS -MRK -26 VENDOR #5 CASTER BASE INSTALLATION SCHEDULE o DVD TD E-- I I I TEL/PAGE ------� I I I I I 1 I I I r -- I I I I 1 " I I I I I REFER TO E10,0 PLANS FOR VOLUME CONTROL L❑CATI❑NS 00000000 VOL. SUSPENDED --------- 00 AMPLIFIER CNTR n SPEAKER x4 00000000 00 00 MIXER oo AMPLIFIER VOLUME CONTROL SPEAKER x3 SUSPENDED 0 SPEAKER A SUSPENDED 0 SPEAKER x3 0 SUSPENDED 0 SPEAKER x6 SUSPENDED 01 SPEAKER x3A2 00000000 oVOL.I I�I SUSPENDED -------- 00 AMPLIFIER HCNTR SPEAKER x5 00000000 o 1 1 VOL. ------------------------ 00 AMPLIFIER CNTF I f I I I I I I 00000000 0 L-----------------------100 AMPLIFIER I I 1 I I 1 --- 00000000 0 I--------------------- Oo AMPLIFIER I I I I I I I --100 00000000 0 L--------------------- AMPLIFIER SUSPENDED SPEAKER x2 A SUSPENDED SPEAKER x1 (SUSPENDED ) 0SPEAKER x6)0 MAIN EQUIPMENT RACK PREVIEW MONITOR VOLUME CONTROL SPEAKER x7 PAGING HORN x4 V V U U EQUIPMENT CABINET NOTES: - A. FLOOR STANDING EQUIPMENT RACKS WITH LOCKING FRONT DOORS AND CASTORS. yiikz;Jli "a"s a_� , I If►.�91+� i c.. '<t� �[ Ili k I ' ISI � I\ � N.T.S. GOLF DEPARTMENT STORE CENTER LEFT t O N on TEAM SPORTS BIKES/EXERCISE 'vim on 91 ►1 FOOTWEAR STOCK/OFFICES DEDICATED INSTALLED BY PHONE JACK VENDOR #13 FOR DSS 171 PAGING SEND FROM PHONE SYSTEM COAXIAL CABLE: 1. ALL COAXIAL CABLES MUST BE INSTALLED FREE OF ANY SPLICES, KINKS, SHARP BENDS, OR PINCHED IN ANY FORM. 2. ALL COAXIAL CABLES IN RACK LOCATIONS MUST HAVE 15' OF SERVICE LENGTH. 3. ALL COAXIAL CABLES IN RACK LOCATIONS MUST BE LABELED WITH CORRESPONDING CABLE LETTER/NUMBER. 4. ALL COAXIAL CABLES MUST BE INSTALLED IN WALLS AT RACK LOCATIONS OR IN APPROPRIATE FIXTURE. ,. IN OPEN CEILING LOCATIONS COAXIAL CABLES MUST BE INSTALLED IN PARALLEL OR PERPENDICULAR TO "RED IRON" OR STRUCTURE AND CONCEALED AS WELL AS POSSIBLE. 6. NO COAXIAL CABLES CAN BE INSTALLED PARALLEL, WITHIN ONE FOOT, OF ANY POWER CONDUIT. PHONE/PAGE WIRE: 1. PHONE/PAGE CABLE MUST BE INSTALLED FREE OF ANY SPLICES, KINKS, SHARP BENDS, OR PINCHED IN ANY FORM. 2. PHONE/PAGE CABLE MUST BE INSTALLED PARALLEL TO "RED IRON" OR STRUCTURE, AND CONCEALED AS WELL AS POSSIBLE IN OPEN CEILING AREAS. 3. ALL PHONE/PAGE CABLE IN RACK LOCATION MUST HAVE 15' SERVICE LENGTH. 4. ALL PHONE/PAGE CABLE MUST BE INSTALLED IN WALLS AT RACK LOCATIONS. 5. ALL PHONE/PAGE CABLE MUST BE LABELED WITH CORRESPONDING CABLE LETTER/NUMBER. 6. NO PHONE/PAGE CABLE CAN BE INSTALLED PARALLEL, WITHIN ONE FOOT, OF ANY POWER CONDUIT. SPEAKER CABLE: 1. 1. ALL SPEAKER CABLES MUST BE INSTALLED FREE OF ANY KINKS, SHARP BENDS, OR PINCHED IN ANY FORM. 2. ALL SPEAKER CABLE MUST BE INSTALLED PARALLEL TO "RED IRON" OR STRUCTURE, AND CONCEALED AS WELL AS POSSIBLE IN OPEN CEILING AREAS. 3. ALL SPEAKER CABLES IN RACK LOCATIONS MUST HAVE 15' SERVICE LENGTH. 4. ALL SPEAKER CABLES MUST BE INSTALLED IN WALL OR CONDUIT AT RACK LOCATIONS. 5. ALL SPEAKER CABLES MUST BE LABELED WITH CORRESPONDING CABLE LETTER/NUMBER. 6. NO SPEAKER CABLE CAN BE INSTALLED PARALLEL, WITHIN ONE FOOT, OF ANY POWER CONDUIT. 7. AT ALL SPEAKER LOCATIONS A FOUR FOOT INSTALLATION LOOP MUST BE LEFT FROM THE HEIGHT AT WHICH THE SPEAKER IS TO BE INSTALLED. 6. AT THE END OF CABLE RUNS, ONLY TWO FEET OF CABLE MUST BE LEFT BELOW SPEAKER INSTALLATION HEIGHT. ELECTRICAL NOTES: 1. NOT USED 2. ALL A/V EQUIPMENT REQUIRE STABLE CLEAN POWER. IN AREAS WHERE THE POWER IS NOT CLEAN, POWER CONDITIONING EQUIPMENT SHALL BE FURNISHED UNDER DIVISION 16. 3. POWER FOR THE EQUIPMENT RACK AND THE VIDEO WALL SYSTEMS SHALL EACH BE DEDICATED CIRCUITS. ALL RECEPTACLES SHALL BE PROVIDED AS NOTED ON DRAWING E-2. ALL POWER RECEPTACLES SHALL BE LOCATED SO AS TO BE ACCESSIBLE AFTER EQUIPMENT IS INSTALLED, WITHOUT MOVING EQUIPMENT. 4. DICK'S AV VENDOR #5 SHALL FURNISH THE ACM -3045F FLANGE AND STABILIZER KIT FOR INSTALLATION BY THE EC. THE EC SHALL PROVIDE A 1.5" ID BLACK STEEL PIPE CUT TO LENGTH, THREADED, AND PAINTED BLACK, REFER TO ELECTRICAL DETAILS PLAN FOR DIMENSIONS AFF. A SINGLE GANG POWER RECEPTACLE SHALL BE FASTENED TO THE BACK OF ALL CEILING MOUNTS (BEHIND MONITOR). 5. THE STORE PHONE SYSTEM SHALL BE EQUIPPED WITH A PAGING MODULE THAT WILL PROVIDE A PAGING INPUT FOR THE EQUIPMENT RACK. PAGING LINE SHALL BE TERMINATED BY THE TELEPHONE EQUIPMENT SUPPLIER IN A SINGLE RJ -1'1 JACK. THE JACK SHALL BE LOCATED WITHIN 2'0" OF THE A/V CONDUITS/OUTLETS OF THE A/V EQUIPMENT RACK LOCATION. 6. A SINGLE 1.5" CONDUIT SHALL BE STUBBED OUT ON THE ROOF WITHIN 6' OF THE SATELLITE DISH AND ANTENNA LOCATION. LOCATION SHALL PROVIDE CLEAR SOUTHERN EXPOSURE. THE CONDUIT SHALL BE TERMINATED DIRECTLY BEHIND THE MAIN EQUIPMENT RACK ADJACENT TO ITEM 7 BELOW THERE SHALL BE A WEATHERED HEAD SUPPLIED AND INSTALLED BY THE EC UNDER DIVISION 16. 7. A SINGLE 3" CONDUIT SHALL BE STUBBED OUT DIRECTLY BEHIND THE EQUIPMENT RACK. THE CONDUIT SHALL BE TERMINATED HORIZONTALLY AT THE STRUCTURAL STEEL. THERE SHALL BE A BUSHING ON EACH END OF THE CONDUIT. 8. VENDOR #13 SHALL FURNISH AND INSTALL ALL A/V CABLES. CABLES SHALL BE LEFT UN -TERMINATED AT RACK WITH 15' SERVICE LENGTH. 9. VENDOR #13 SHALL FURNISH, INSTALL AND TERMINATE ALL SPEAKERS. 10. GC TO ACCEPT DELIVERY AND MAKE APPROPRIATE SECURE STORAGE ARRANGEMENTS FOR ALL AN EQUIPMENT. r(6 WIRING M; I H,,..,y D NOTES O4S 0 Design ind 'olnstructl6n Woju4bnts as Instrun6ts,fc fce �rhv y �e given in confidence an ram the property hl, of Herschman Architects. The use RF of this design and these construction II documents for purposes other than the spcciflo project named herein is striotly prohibited without expressed written consent of Herschmran Architects, Incorporated. I Date IJSUe 01/30/201 BID/ MIT 02/1(9/2012 ADDENDUM 1 05/22/2012" REVISION 2 04/02/2012 REVISION 5 04/25/2012 � EV15ION 4�� i as i I I' � I i i Dawn By, Project No,: 15101.00 BLANK PANEL VIDEO SELECTOR GOLF AMP LODGE AMP GOLF SATELITE RECEIVER FOOTWEAR AMP CASHWRAP AMP GOLF DVD/VCR POWER STRIP LODGE SATELITE RECEIVER XM SATELLITE RECEIVER LODGE DVD/VCR BLANK ENTRANCE AMP MAIN SATELITE RECEIVER OFFICE/STOCKROOM AMP. CASHWRAP DVD/VCR STORE CENTER, BIKES /EXERCISE - TEAM SPORTS SWIMWEAR MIXER POWER STRIP STORE CENTER, BIKES /EXERCIEST do TEAM SPORTS AMPLIFIER SHELF V V U U EQUIPMENT CABINET NOTES: - A. FLOOR STANDING EQUIPMENT RACKS WITH LOCKING FRONT DOORS AND CASTORS. yiikz;Jli "a"s a_� , I If►.�91+� i c.. '<t� �[ Ili k I ' ISI � I\ � N.T.S. GOLF DEPARTMENT STORE CENTER LEFT t O N on TEAM SPORTS BIKES/EXERCISE 'vim on 91 ►1 FOOTWEAR STOCK/OFFICES DEDICATED INSTALLED BY PHONE JACK VENDOR #13 FOR DSS 171 PAGING SEND FROM PHONE SYSTEM COAXIAL CABLE: 1. ALL COAXIAL CABLES MUST BE INSTALLED FREE OF ANY SPLICES, KINKS, SHARP BENDS, OR PINCHED IN ANY FORM. 2. ALL COAXIAL CABLES IN RACK LOCATIONS MUST HAVE 15' OF SERVICE LENGTH. 3. ALL COAXIAL CABLES IN RACK LOCATIONS MUST BE LABELED WITH CORRESPONDING CABLE LETTER/NUMBER. 4. ALL COAXIAL CABLES MUST BE INSTALLED IN WALLS AT RACK LOCATIONS OR IN APPROPRIATE FIXTURE. ,. IN OPEN CEILING LOCATIONS COAXIAL CABLES MUST BE INSTALLED IN PARALLEL OR PERPENDICULAR TO "RED IRON" OR STRUCTURE AND CONCEALED AS WELL AS POSSIBLE. 6. NO COAXIAL CABLES CAN BE INSTALLED PARALLEL, WITHIN ONE FOOT, OF ANY POWER CONDUIT. PHONE/PAGE WIRE: 1. PHONE/PAGE CABLE MUST BE INSTALLED FREE OF ANY SPLICES, KINKS, SHARP BENDS, OR PINCHED IN ANY FORM. 2. PHONE/PAGE CABLE MUST BE INSTALLED PARALLEL TO "RED IRON" OR STRUCTURE, AND CONCEALED AS WELL AS POSSIBLE IN OPEN CEILING AREAS. 3. ALL PHONE/PAGE CABLE IN RACK LOCATION MUST HAVE 15' SERVICE LENGTH. 4. ALL PHONE/PAGE CABLE MUST BE INSTALLED IN WALLS AT RACK LOCATIONS. 5. ALL PHONE/PAGE CABLE MUST BE LABELED WITH CORRESPONDING CABLE LETTER/NUMBER. 6. NO PHONE/PAGE CABLE CAN BE INSTALLED PARALLEL, WITHIN ONE FOOT, OF ANY POWER CONDUIT. SPEAKER CABLE: 1. 1. ALL SPEAKER CABLES MUST BE INSTALLED FREE OF ANY KINKS, SHARP BENDS, OR PINCHED IN ANY FORM. 2. ALL SPEAKER CABLE MUST BE INSTALLED PARALLEL TO "RED IRON" OR STRUCTURE, AND CONCEALED AS WELL AS POSSIBLE IN OPEN CEILING AREAS. 3. ALL SPEAKER CABLES IN RACK LOCATIONS MUST HAVE 15' SERVICE LENGTH. 4. ALL SPEAKER CABLES MUST BE INSTALLED IN WALL OR CONDUIT AT RACK LOCATIONS. 5. ALL SPEAKER CABLES MUST BE LABELED WITH CORRESPONDING CABLE LETTER/NUMBER. 6. NO SPEAKER CABLE CAN BE INSTALLED PARALLEL, WITHIN ONE FOOT, OF ANY POWER CONDUIT. 7. AT ALL SPEAKER LOCATIONS A FOUR FOOT INSTALLATION LOOP MUST BE LEFT FROM THE HEIGHT AT WHICH THE SPEAKER IS TO BE INSTALLED. 6. AT THE END OF CABLE RUNS, ONLY TWO FEET OF CABLE MUST BE LEFT BELOW SPEAKER INSTALLATION HEIGHT. ELECTRICAL NOTES: 1. NOT USED 2. ALL A/V EQUIPMENT REQUIRE STABLE CLEAN POWER. IN AREAS WHERE THE POWER IS NOT CLEAN, POWER CONDITIONING EQUIPMENT SHALL BE FURNISHED UNDER DIVISION 16. 3. POWER FOR THE EQUIPMENT RACK AND THE VIDEO WALL SYSTEMS SHALL EACH BE DEDICATED CIRCUITS. ALL RECEPTACLES SHALL BE PROVIDED AS NOTED ON DRAWING E-2. ALL POWER RECEPTACLES SHALL BE LOCATED SO AS TO BE ACCESSIBLE AFTER EQUIPMENT IS INSTALLED, WITHOUT MOVING EQUIPMENT. 4. DICK'S AV VENDOR #5 SHALL FURNISH THE ACM -3045F FLANGE AND STABILIZER KIT FOR INSTALLATION BY THE EC. THE EC SHALL PROVIDE A 1.5" ID BLACK STEEL PIPE CUT TO LENGTH, THREADED, AND PAINTED BLACK, REFER TO ELECTRICAL DETAILS PLAN FOR DIMENSIONS AFF. A SINGLE GANG POWER RECEPTACLE SHALL BE FASTENED TO THE BACK OF ALL CEILING MOUNTS (BEHIND MONITOR). 5. THE STORE PHONE SYSTEM SHALL BE EQUIPPED WITH A PAGING MODULE THAT WILL PROVIDE A PAGING INPUT FOR THE EQUIPMENT RACK. PAGING LINE SHALL BE TERMINATED BY THE TELEPHONE EQUIPMENT SUPPLIER IN A SINGLE RJ -1'1 JACK. THE JACK SHALL BE LOCATED WITHIN 2'0" OF THE A/V CONDUITS/OUTLETS OF THE A/V EQUIPMENT RACK LOCATION. 6. A SINGLE 1.5" CONDUIT SHALL BE STUBBED OUT ON THE ROOF WITHIN 6' OF THE SATELLITE DISH AND ANTENNA LOCATION. LOCATION SHALL PROVIDE CLEAR SOUTHERN EXPOSURE. THE CONDUIT SHALL BE TERMINATED DIRECTLY BEHIND THE MAIN EQUIPMENT RACK ADJACENT TO ITEM 7 BELOW THERE SHALL BE A WEATHERED HEAD SUPPLIED AND INSTALLED BY THE EC UNDER DIVISION 16. 7. A SINGLE 3" CONDUIT SHALL BE STUBBED OUT DIRECTLY BEHIND THE EQUIPMENT RACK. THE CONDUIT SHALL BE TERMINATED HORIZONTALLY AT THE STRUCTURAL STEEL. THERE SHALL BE A BUSHING ON EACH END OF THE CONDUIT. 8. VENDOR #13 SHALL FURNISH AND INSTALL ALL A/V CABLES. CABLES SHALL BE LEFT UN -TERMINATED AT RACK WITH 15' SERVICE LENGTH. 9. VENDOR #13 SHALL FURNISH, INSTALL AND TERMINATE ALL SPEAKERS. 10. GC TO ACCEPT DELIVERY AND MAKE APPROPRIATE SECURE STORAGE ARRANGEMENTS FOR ALL AN EQUIPMENT. r(6 WIRING M; I H,,..,y D NOTES O4S 0 Design ind 'olnstructl6n Woju4bnts as Instrun6ts,fc fce �rhv y �e given in confidence an ram the property hl, of Herschman Architects. The use RF of this design and these construction II documents for purposes other than the spcciflo project named herein is striotly prohibited without expressed written consent of Herschmran Architects, Incorporated. I Date IJSUe 01/30/201 BID/ MIT 02/1(9/2012 ADDENDUM 1 05/22/2012" REVISION 2 04/02/2012 REVISION 5 04/25/2012 � EV15ION 4�� i as i I I' � I i i Dawn By, Project No,: 15101.00 b m 11111101 e SGALE: 3/32" = 1'-0" I I \6J, '. COORDINATE KITH ARGHITEGTURAL -FXTURE ALL SI1�E5 I=ROM THE ACTUAL STORAGE AREA PLAN AIID FOR FIXTURE LOCATIONS. IN AGG MANGE WITH NFPA 13. re q d o A. BUILDING SPRINKLER5Y5TEM 15 EXI5TINC7 TO BE MODIFIED TO PROVIDE DEDIGATED 5Y5TEM TO DIGK'5 5PORT1N0 GOODS AND A DEDIGATED 5Y5TEM TO LANDLORD 5PAGE5. SPRINKLER 5Y5TEM FOR DICKS SHALL BE REMOVED FROM THE TOP OF THE EXI5TIN6 RISER TO THROUGHOUT DICK'S SPAGE. FIRE PROTECTION GONTRAGTOR SHALL PROVIDED NEN HEADS, PIPING, ETG., AS REQUIRED TO PROVIDE A GODS COMPLIANT SPRINKLER SYSTEM DEDIGATED TO DIGK'5 5PORTING GOODS, 950'5 5Y5TEM TO INGLUDE THE REGEIVING AREA ON THE LONER LEVEL. FIRE PROTEGTION GONTRAGTOR SHALL MODIFY EXI5TIN6 SPRINKLER PIPING AT NEN DEM151NG HALL TO PROVIDE A DEIDIGATED SYSTEM FOR LANDLORD AND DICK'S. ANY SPRINKLER MAIN5 GOING THROUGH D5G'5 TO LANDLORDS SPAGE SHALL 13E RAISED TO SUIT 916K'S LAYOUT. FIRE PROTEGTION GONTRAGTOR SHALL ALTER PIPING AND ALARM DEVIGES TO PROVIDE SEPARATE SYSTEMS, AND VERIFY THROUGH HYDRAULIG GALGULATION5 THAT THE INGOMING FIRE SYSTEM 15 ADEQUATE FOR DENSITIES REQUIRED FOR DIGK`S SPORTING 60005. GONTRAGTOR SHALL V151T 51TE AND FIELD VERIFY EXISTING GONDITION5 PRIOR TO START OF ANY NORK. B. FIRE PROTEGTION15Y5TEM SHALL 13E A NEW NET SPRINKLER SYSTEM AND SHALL BE DE5I6NED PER THE LATE -5T EDITION OF NFPA IB, FM AND ALL LOCAL AND STATE FIRE GODE5. G. REFER TO 5PEGIFIGATION5 FOR HAZARD'CLA551FIGATION AND ALL DESIGN DENSITIES. D. REFER TO SPEGIFIGATIONS FOR ADDITIONAL INFORMATION ON SPRINKLER HEADS. E. A MINIMUM b" GLEARANGE SHALL BE PROVIDED FROM THE BOTTOM OF THE SPRINKLER PIPING TO THE SUSPENDED CEILING. F. PROVIDE AN IN5PEG`FOR'5 TEST GONNEGTION KITH DRAIN5 LOCATED TO THE EXTERIOR OF THE BUILDING OR INTO SANITARY DRAINS OF ADEQUATE 51ZE TO PERMIT FULL FLON DRAIN TESTS. G. NEW SPRINKLER PIPING TO BE INSTALLED WITHIN BAR J015T5 WITH MAINS INSTALLED TIGHT TO BOTTOM OF J015T5. PITGH ALL PIPING FOR PROPER DRAINAGE. KNOX BOX A ON (IF REQUIRED BY LOCAL FIRE MARSH LL) E.G. TO PROVIDE GONNECTION FROM TA 5� ITGH TO ALARM PANEL ROUTE BRANGH PIPING TO DISPLAY NINDONS. DROP PIPING TO DISPLAY WIN90W6 IN PIPE SPAGE. PROVIDE 51DE NALL SPRINKLER HEADS IN D15PLAY ROOM. (7_ PROVIDE HIGH TEMPERATURE 519EWALL SPRINKLER HEAD. TYPICAL. HEAD TYPE AREA REGE55ED PENDANT AREAS HITH FINISHED TILED GEILIN65 UPRI6HT EXPOSED AREAS GONGEALED SHEETROGK AND COFFERED VAULTED GEILINC- FIREe�fli r y�; Mrd �.,. 1� ....� ����� T }�� � �t FLOOR �`� a�'+ ";h.,V F i a� t f � t H. FIRE EXTINGUISHER5 SHALL 13E AS 5PEGIFIED AND TO BE SET WITH HALL BRAGKET. NUMBER AND LOGATION5 OF EXTINGUISHERS TO BE AS DIREGTED BY LOCAL FIRE MAR5HAL. REFER TO ARGHITEGTURAL PLANS FOR ADDITIONAL INFORMATION. I. ALL SPRINKLER PIPING AND HEADS 5HALL 13E INSTALLED TO PERMIT THE INSTALLATION OF ALL MEGHANIGAL AND ELEGTRIGAL SYSTEMS. SPRINKLER GONTRAGTOR SHALL REJ._OGATE PIPING AND HEADS IF REQUIRED TO AGGOMMODATE MEGHANIGAL AND ELEGTRIGAL SYSTEMS. J. NO NET SPRINKLER PIPING SHALL BE IN5TAH ED AT LOGATION5 5UBJE6T TO FREEZING. PROVIDE ANTIFREEZE SYSTEM DRY PIPE 5Y5TEM FOR AREAS SUBJECT TO FREEZING. K. THIS INC IS INTENDED TO PROVIDE GENERAL LOGATION5 AND TYPES OF SPRINKLER HEADS, NOT ALL 5PRINKLER HEADS ARE INDICATED ON THE DRAWING. SPRINKLER GONTRAGTOR SHALL PROVIDE ADDITIONAL SPRINKLER HEAD AS REQUIRED BY NFPA 15 AND LOGAL JUR15DIGTIONAL REQUIREMENTS. L. SPRINKLER HEADS SHALL 13E INSTALLED ABOVE AND BELON ALL DUGTHORK GREATER THAN 48" WIDE. M. ALL PIPE PENETRATIONS OF FIRE RATED NALL5 SHALL BE FIRE STOPPED TO MAINTAIN FIRE RATING OF NALL. N. ALL FIRE PP,OTEGTION DRAVkIM5, HYDRAULIG GALGUL.ATIONS AND SUPPORTING DOCUMENTATION SHALL BE GOMPLETED BY THE FIRE PROTECTION CONTRACTOR AND SUBMITTED TO LOCAL AUTHORITIES HAVING JUR15DIGTION AND TO DICK'S INSURANGE UN ITER FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OF ANY PIPING OR SYSTEM GOMPONENT5. REFER TO SPEGIFIGATION5 FOR 91GK'5 INSURANCE UND ITER INFORMATION. O. GOORDINATE INSTALLATION OF SPRINKLER PIPING KITH DUGT K, LIGHTS, AND PARTITION LAYOUT. LIGHTS, ARE NOT TO BE MOVED, SPRINKLER PIPING SHALL 13E ROUTED AROUND LIGHTS AS REQUIRED, P. VENDOR 15 STORAGE 5Y5TEM SHALL 13E PROVIDED IN 5TOGK ROOMS. GONTRAGTOR SHALL PROVIDE A FIRE PROTEGTION 5Y5TEM THROUGHOUT THE STORAGE 5Y5TEM AS REQUIRED BY GORE. GONTRAGTOR TO GONFIRM ALL FIRE PROTEGTION REQUIREMENTS IN 5TOGK ROOM FOR STORAGE 5Y5TEM, ABOVE AND BELON GATNALK, WITH LOGAL FIRE MARSHAL AND BUILDING DEPARTMENT. VENDOR 15 STORAGE 5Y5TEM GON515T5 OF A SELF SUPPORTING RACKING /SHELVING AND GATNALK SYSTEM KITH INTEGRAL 5TAIR5 AND GONVEYOR. GONTRAGTOR 15 RESPONSIBLE FOR VERIFYING ALL LOGAL GORE REOUIREMENT5 FOR THI5 5Y5TEM AND INCORPORATING THEM INTO THE FIRE PROTECTION DESIGN. Q. HANGER NOTES: I. PIPES LARGER THAN 4 IN. RUNNING PARALLEL TO BAR J015T SHALL BE HUNG FROM TRAPEZE HANGER5 SUPPORTED NEARLY EQUALLY BY TNO JOISTS. 2 ONLY ONE PIPE 514ALL BE SUPPORTED I=RON A 51NG1 1" TRA • � PEZE HANGER UNLESS OTHERWISE APPROVED IN WRITING BY THE 5TRUGTURAL ENGINEER OF REGORD. WIND DATA 3. HANGER5 NITH MORE THAN 150 POUNDS OF LOAD SHOULD BE ATTAGHED TO THE J015T AT A PANEL POINT. &a 4. GOORDINATE ALL HANGER TYPES AND LOGATION5 KITH THE 5TPUGTURAL ENGINEER OF RECORD. DESIGN OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMEN r RESTRAINT NICE NRY OC ASSOCIATES, IMC. SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44126 MANUFACTURER AND AS REQUIRED FOR Phone: 216 292-4696 ALL APPLICABLE CODES. ( ) Fax: (216) 292-5874 GONLGLEA1� 1NGE VERIFY Email: MAIL@MCH ENRYASSOCIATES.CONI ALL GL_EAR,ANGES AN1D DIMENSIONS IN FIEL-0 WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 I 4� N {� Design and construction i�ooum® ev I' as Instruments of service are given in confidence and remain the property of hterschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschmean Architects, Incorporated. Date I�s�e 01/50/2012 I /FERMI T 02/16/2012 ADDENDUM 03/22/2012 REVISION 2�� 04/02/2012 REV1 ION 04/25/2012 REVISION 4A w ® i Drawn By; R Project No,: 15101.00 PROTECTIONFIRE F— -HIRE PROTE9FION PIPING -REGE55ED PENDANT SPRINKLER HEAD FOR A2 AREA5 WITH FINISHED TILED GEILIN65 -SIDE HALL, HIGH TEMPERATURE SPRINKLER HEAD. DISPLAY ROOMS. 0 - UPRIGHT SPRINKLER HEAD -CONGEALED PLATE 5PRINKLER HEAD (IN AREAS KITH GYPBOARD GEILINGS) -UPRIGHT 5PRINKLER. HEAD WITH PROTECTIVE GAGE (IN GOLF HITTING ROOM) -DRY/ANTI-FREEZE GONGEALED PLATE SPRINKLER HEAD HEAD TYPE AREA REGE55ED PENDANT AREAS HITH FINISHED TILED GEILIN65 UPRI6HT EXPOSED AREAS GONGEALED SHEETROGK AND COFFERED VAULTED GEILINC- FIREe�fli r y�; Mrd �.,. 1� ....� ����� T }�� � �t FLOOR �`� a�'+ ";h.,V F i a� t f � t H. FIRE EXTINGUISHER5 SHALL 13E AS 5PEGIFIED AND TO BE SET WITH HALL BRAGKET. NUMBER AND LOGATION5 OF EXTINGUISHERS TO BE AS DIREGTED BY LOCAL FIRE MAR5HAL. REFER TO ARGHITEGTURAL PLANS FOR ADDITIONAL INFORMATION. I. ALL SPRINKLER PIPING AND HEADS 5HALL 13E INSTALLED TO PERMIT THE INSTALLATION OF ALL MEGHANIGAL AND ELEGTRIGAL SYSTEMS. SPRINKLER GONTRAGTOR SHALL REJ._OGATE PIPING AND HEADS IF REQUIRED TO AGGOMMODATE MEGHANIGAL AND ELEGTRIGAL SYSTEMS. J. NO NET SPRINKLER PIPING SHALL BE IN5TAH ED AT LOGATION5 5UBJE6T TO FREEZING. PROVIDE ANTIFREEZE SYSTEM DRY PIPE 5Y5TEM FOR AREAS SUBJECT TO FREEZING. K. THIS INC IS INTENDED TO PROVIDE GENERAL LOGATION5 AND TYPES OF SPRINKLER HEADS, NOT ALL 5PRINKLER HEADS ARE INDICATED ON THE DRAWING. SPRINKLER GONTRAGTOR SHALL PROVIDE ADDITIONAL SPRINKLER HEAD AS REQUIRED BY NFPA 15 AND LOGAL JUR15DIGTIONAL REQUIREMENTS. L. SPRINKLER HEADS SHALL 13E INSTALLED ABOVE AND BELON ALL DUGTHORK GREATER THAN 48" WIDE. M. ALL PIPE PENETRATIONS OF FIRE RATED NALL5 SHALL BE FIRE STOPPED TO MAINTAIN FIRE RATING OF NALL. N. ALL FIRE PP,OTEGTION DRAVkIM5, HYDRAULIG GALGUL.ATIONS AND SUPPORTING DOCUMENTATION SHALL BE GOMPLETED BY THE FIRE PROTECTION CONTRACTOR AND SUBMITTED TO LOCAL AUTHORITIES HAVING JUR15DIGTION AND TO DICK'S INSURANGE UN ITER FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OF ANY PIPING OR SYSTEM GOMPONENT5. REFER TO SPEGIFIGATION5 FOR 91GK'5 INSURANCE UND ITER INFORMATION. O. GOORDINATE INSTALLATION OF SPRINKLER PIPING KITH DUGT K, LIGHTS, AND PARTITION LAYOUT. LIGHTS, ARE NOT TO BE MOVED, SPRINKLER PIPING SHALL 13E ROUTED AROUND LIGHTS AS REQUIRED, P. VENDOR 15 STORAGE 5Y5TEM SHALL 13E PROVIDED IN 5TOGK ROOMS. GONTRAGTOR SHALL PROVIDE A FIRE PROTEGTION 5Y5TEM THROUGHOUT THE STORAGE 5Y5TEM AS REQUIRED BY GORE. GONTRAGTOR TO GONFIRM ALL FIRE PROTEGTION REQUIREMENTS IN 5TOGK ROOM FOR STORAGE 5Y5TEM, ABOVE AND BELON GATNALK, WITH LOGAL FIRE MARSHAL AND BUILDING DEPARTMENT. VENDOR 15 STORAGE 5Y5TEM GON515T5 OF A SELF SUPPORTING RACKING /SHELVING AND GATNALK SYSTEM KITH INTEGRAL 5TAIR5 AND GONVEYOR. GONTRAGTOR 15 RESPONSIBLE FOR VERIFYING ALL LOGAL GORE REOUIREMENT5 FOR THI5 5Y5TEM AND INCORPORATING THEM INTO THE FIRE PROTECTION DESIGN. Q. HANGER NOTES: I. PIPES LARGER THAN 4 IN. RUNNING PARALLEL TO BAR J015T SHALL BE HUNG FROM TRAPEZE HANGER5 SUPPORTED NEARLY EQUALLY BY TNO JOISTS. 2 ONLY ONE PIPE 514ALL BE SUPPORTED I=RON A 51NG1 1" TRA • � PEZE HANGER UNLESS OTHERWISE APPROVED IN WRITING BY THE 5TRUGTURAL ENGINEER OF REGORD. WIND DATA 3. HANGER5 NITH MORE THAN 150 POUNDS OF LOAD SHOULD BE ATTAGHED TO THE J015T AT A PANEL POINT. &a 4. GOORDINATE ALL HANGER TYPES AND LOGATION5 KITH THE 5TPUGTURAL ENGINEER OF RECORD. DESIGN OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMEN r RESTRAINT NICE NRY OC ASSOCIATES, IMC. SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44126 MANUFACTURER AND AS REQUIRED FOR Phone: 216 292-4696 ALL APPLICABLE CODES. ( ) Fax: (216) 292-5874 GONLGLEA1� 1NGE VERIFY Email: MAIL@MCH ENRYASSOCIATES.CONI ALL GL_EAR,ANGES AN1D DIMENSIONS IN FIEL-0 WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 I 4� N {� Design and construction i�ooum® ev I' as Instruments of service are given in confidence and remain the property of hterschman Architects. The use of this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschmean Architects, Incorporated. Date I�s�e 01/50/2012 I /FERMI T 02/16/2012 ADDENDUM 03/22/2012 REVISION 2�� 04/02/2012 REV1 ION 04/25/2012 REVISION 4A w ® i Drawn By; R Project No,: 15101.00