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13-96 (3)-007ty (»**"pi Ei w zzzzz J J J J -I J C n Q1 V) ADDENDUM #1 CD i 0 c �3 a i O U) � O p 00 LEAD -LINED PARTITION TO DECK O � � L OMB C L ° ° C 4fr +- 4- > U U U) r:' COAT m r- mac)• -.._w� vn TLn (3 Li L� Li LL_ L1_ Nw ° oawLkiwww V)QLL L. LCl- C]:� L� L� Cr_ Q:� Q fff ffl 'FA' {f} Ff} -0 FIRE EXTINGUISHER CABINET (SEE SPECIFICATION SECTION 10 4400) FEC 1 0 NON - RATED SMOKE -TIGHT PARTITION ** • ■ • ■ STP ■ ■ ■ ■ STP ■ ° L I-0 liL i Gr_�nin SHEET SPECIFIC KEYNOTES FOR THIS NEW CONSTRUCTION FLOOR PLAN n Q1 V) ADDENDUM #1 CD i 3/15/2013 c �3 a i N U) � L p o LEAD -LINED PARTITION TO DECK ° a� U) 70 L OMB C L ° °n� C P FIRE EXTINGUISHER (SEE SPECIFICATION SECTION 10 4400) U) r:' COAT g} C)NNO4A_A 00000P p000000 L I-0 liL i Gr_�nin SHEET SPECIFIC KEYNOTES FOR THIS NEW CONSTRUCTION FLOOR PLAN 164. PROVIDE STEEL PAINTED CAGED PROTECTION FOR PIPES TO SHIELD AGAINST IMPACT. CONTPACTOR TO SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. 165. CONTRACTOR TO PROVIDE BRACHY THERAPY ROOM CASEWORK (SIMILAR TO EXAM ROOtl CASEWORK). CONTRACTOR & VENDOR TO COORDINATE METHOD OF MOUNTING TO VENDOR'S WALL PANELS PRIOR TO FABRICATION. 166. NEW IRRIGATION CONTROLS. REFER TO CIVIL DRAWINGS. 167. FIRE - RETARDANT TREATED PLYWOOD BACKER BOARD. SEE SPECIFICATION SECTION 06 1053. 168. ALUMINUM CLADDING. REFER TO SPECIFICATION SECTION 07 4213,23. 169. CONTRACTOR TO PAINT DRIVE AND PARKING STRIPES. MATCH REQUIREMENTS (SIZE, FINISH, ETC.) OF HANDICAPPED MARKINGS AS INDICATED ON CIVIL DRAWINGS. ASIF F4O G S & P 170. ALUMINUM CLADDING. REFER TO INTERIOR DESIGN DRAWINGS FOR FURTHER INFORMATION. 171. STONE CLADDING, REFER TO INTERIOR DESIGN DRAWINGS FOR FURTHER INFORMATION. Design Services 172. PROVIDE STUD SIZE TO ACCOMODATE A FULLY RECESSED FIRE EXTINGUISHER CABINET. 175 CONTRACTOR TO COORDINATE E STOP LOCATION AND SIZE (LENGTH AND HEIGHT) WITH DUMPSTER IN ORDER TO F o r The B u I I t CARD READER CR 157. SCUPPER AT GRADE. 8 "H X 16 "W. SEE SECTION 2 /A3.o. 1 PREVENT DUMPS TER FROM HITTING WALL AND CAGE PROTECTION (NOTE 164 ABOVE) BEYOND. SEE SHEET SPECIFIC KEYNOTE ON THIS SHEET 151 Environment 07 KEY PAD 176. NEW F.P.L. POWER POLE. =KP 158. DIRECTIONAL INDICATORS PAINTED ON DRIVE SURFACE. REFER TO CIVIL DRAWINGS FOR FURTHER DOOR DESIGNATION (SEE SHEET A9.1 FOR DOOR, FRAME q INFORMATION. ELECTRIC WATER COOLER EWC AND HARDWARE SCHEDULE) 177. STOP SIGN, REFER TO CIVIL DRAWINGS. 159. HATCH INDICATES SHIELDING CONCRETE BLOCK WALL BY OTHERS. SEE VENDOR DRAWINGS FOR ALL FINISHES, EXISTING -TO- REMAIN FIRE HYDRANT F I INTERIOR WINDOW DESIGNATION (SEE SHEET A9.2 FOR Q CASEWORK CEILING FLOORING WALLS AND EQUIPMENT LOCATIONS. 178. ALL PARTITIONS BETWEEN MECHANICAL ROOMS AND ADJACENT SPACE SHALL HAVE A MINIMUM AIRBORNE SIC. SEE "SOUND INTERIOR WINDOW SCHEDULE) 12 TRANSMISSION LIMITATION" TABLE ON SHEET X1.2 J ���� � ,, Atlanta l a n t a B i r m i n ham Q CNEW:F:IRE HYDRANT (SEE CIVIL DRAWINGS) �FH 2 6 160. FUTURE WATER FEATURE. 179. 6' -0 "H SOLID ALUMINUM PRIVACY FENCE WITH LOCKABLE GATE, WHITE BAKED ENAMEL FINISH. SEE ELEVATION 7/A3.3 FOR C i n c i n n a t i NEW WATER METER. SEE CIVIL DRAWINGS WM EXTERIOR WINDOW DESIGNATION SEE SHEET A3.4 & A3.5 Q A 161. CONTRACTOR TO PROVIDE WATER CONNECTION AND ELECTRICAL OUTLET FOR COFFEE EQUIPMENT. TYPICAL ELEVATION. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. FOR EXTERIOR WINDOW SCHEDULE O Columbus Dallas WHEEL STOP (SEE CIVIL DRAWINGS) WS 0 162. CONCRETE CURB. REFER TO STRUCTURAL DRAWINGS. 180. CONCRETE TIE BEAM TO BOTTOM OF CONCRETE SLAB SLIP JOINT CONNECTION. REFER TO STRUCTURAL DETAIL N /S -8. PROVIDE Fort Lauderdale 0 TOILET ACCESSORY SET (SEE TOILET ACCESSORIES 28 FIRE SAFING, 2 HOUR RATED BY HILTI U.L. DESIGN NUMBER HW -D -0097. B'D SCHEDULE ON SHEET A2.1.3 AND SPECIFICATION SECTION 10 2800) O 163. TRENCH DRAIN. SEE PLUMBING DRAWINGS. Knoxville J a c k s o n BOLLARD (SEE DETAIL 13/A8.1) 181. CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS FOR DECORATIVE METAL GATE WITH EXTERIOR GRADE HARDWARE � TO INCLUDE CLOSER AND STOREROOM LOCK. J a c k s o n v i l l e L o u i s v i l l e COLUMN CORNER GUARD (SEE STRUCTURAL DRAWINGS) L PARTITION DESIGNATION (SEE SHEET X1.2 FOR FURTHER N 0 NOTE: 182. CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS FOR DECORATIVE METAL GATES WITH EXTERIOR GRADE HARDWARE Memphis N a s h v i I I e INFORMATION) 00 DRAIN (SEE PLUMBING DRAWINGS) REFER TO SHEET X1.3 FOR GENERAL NOTES WHICH. TO INCLUDE 1/2 STOCK CANE BOLT (BOTH SIDES OF GATE), 5/8 STEEL PIPE SET FLUSH WITH PAVEMENT AND 3/16" METAL r p�:_.� Richmond Tampa APPLY TO THIS NEW CONSTRUCTION FLOOR PLAN. PLATE WITH 2' OVERHANG (OVERHANG ON LOCKING GATE ONLY). FLOOR DRAIN (SEE PLUMBING DRAWINGS) FD O 4 • I 1 1.1 1.2 2 2.1 3 5 5.1 6 8 10 11 12 15 16 17 20 A3.10 21 23 ; � 24 G R E S H A M 179 SMITH AND TOP OE 4 CONCRETE SLAB 11 - 1 I` i t P A R T N E R S A3.2 I 12" F „ ! i II I�I i I li I I i 61 4 i . 12 'I j; 6030 Sulfite 210 Blvd. II i li I I I 10 8 1 i I j �'' Hollywood, Florida 33024 I li i I Ii I A4.1 N A4.1 O B A4.11 A4.1 156 A4.2° i 9 5 4.9 81.910 0 ! 4 - �t -� .4` - -- _I- - - - - - 1 - - - -- 4 r -- - - - -_- II I I I - - -- -- - - - - -- _ -------- - -- - -- - - - -- - - - -- -- - -- -I - -- I - -- ---------------------------- �----------------------------- ' - - - - -_ _- _� _ _ � , AD ------------- - - - - -- 11 i- I--- - - - -�I ----- - - - - -- A `k ®F - n I FIRM'S CERT. NO, I DA iii I li j I I STAFF LOUNG a F I� WS I 1 WS 1 OFFICE AAP000034/CA3806 I I II I I 1 I I 0 5 I I 126 I A4.1 P. 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I 153 0 ❑ r 1 A5.3 N ETE SLAB „ .I 03 0 MEN 1 S + 0„ + 0 ® F FS 180 1 I i 152 10 10 152 152 10 I A5.3 06 A4.1 07 1 170 ` ] 1 i -- -- - - -- -- -- _ ,. _ �,� _ - o - - -- - O P' 1 StL.G -. ° 01 IFS 1 WS �l FA I C$NET l` 4� I N 01 I CONSULT STAR I 170 CONTROL I 1 SEAL. KrisEin/ S H��..an -Druck - 0 109 A5.5 3 HOT I 8 A5.4 9 117 ] I A3.11 A �,{ AB I {I 1 3_ _ EXAM EXAM EXAM 9 517 2 CONCRET t_ _ 9 A3.3 01 o A O° F 03 LAB I 8 % I WS I �tl J ' 1 � SLAB I I 13t� +I .. -,. -, i „ I ° 106 107 I 108 M .a { U / 1 z" A A 116 6 10 A4.3 ; A4.3 I 1 - N A4.2 I i "'� 172 TD o TD o 0 o F - - _ ._ Y_ - - -- -- A i 0 ,.,. 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A3 24 3 '� w 4 I j • `A3.10 II a , REVISION No. - Date - Revision Q1 2/01/2013 ADDENDUM #1 Q2 3/15/2013 CITY COMMENTS RESPONSE �3 NEW CONSTRUCTION CITY COMMENTS RESPONSE CURB (SEE CIVIL DRAWINGS) -\p 0 VE REVISION ANON-RATED, LEAD -LINED PARTITION TO DECK a o- a o TDm o oo_`a MECHANICAL LOUVER (SEE MECHANICAL DRAWINGS) LVR CT REVISION P FIRE EXTINGUISHER (SEE SPECIFICATION SECTION 10 4400) FE 0 - E PA IO D C * 00000P p000000 FIRE EXTINGUISHER CABINET (SEE SPECIFICATION SECTION 10 4400) FEC 1 0 NON - RATED SMOKE -TIGHT PARTITION ** • ■ • ■ STP ■ ■ ■ ■ STP ■ FIRE ALARM PULL (SEE FIRE PROTECTION DRAWINGS) FA ONE -HOUR RATED FIRE BARRIER ** • • • ' • 1HR • • • • ' FIRE STROBE (SEE FIRE PROTECTION DRAWINGS) FS TWO -HOUR RATED FIRE BARRIER ** FIRE DEPARTMENT ALARM PANEL (SEE FIRE PROTECTION DRAWINGS) FDAP CMU WALL ** � _ .,t•h, ,��,,.> 1 FIRE DEPARTMENT ALARM ANNOUNCIATOR PANEL (SEE FIRE FDAAP * *SEE WALLS /PARTITIONS /BARRIERS LEGEND ON SHEET X1.2 PARTITIONS & BARRIERS LISTED ABOVE PROTECTION DRAWINGS) FDLB FOR COMPONENTS OF FIRE DEPARTMENT LOCK OX (SEE FIRE PROTECTION DRAWINGS) ACCESSIBLE ACC STANDPIPE (SEE PLUMBING DRAWINGS) gp 164. PROVIDE STEEL PAINTED CAGED PROTECTION FOR PIPES TO SHIELD AGAINST IMPACT. CONTPACTOR TO SUBMIT SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. 165. CONTRACTOR TO PROVIDE BRACHY THERAPY ROOM CASEWORK (SIMILAR TO EXAM ROOtl CASEWORK). CONTRACTOR & VENDOR TO COORDINATE METHOD OF MOUNTING TO VENDOR'S WALL PANELS PRIOR TO FABRICATION. 166. NEW IRRIGATION CONTROLS. REFER TO CIVIL DRAWINGS. 167. FIRE - RETARDANT TREATED PLYWOOD BACKER BOARD. SEE SPECIFICATION SECTION 06 1053. 168. ALUMINUM CLADDING. REFER TO SPECIFICATION SECTION 07 4213,23. 169. CONTRACTOR TO PAINT DRIVE AND PARKING STRIPES. MATCH REQUIREMENTS (SIZE, FINISH, ETC.) OF HANDICAPPED MARKINGS AS INDICATED ON CIVIL DRAWINGS. ASIF F4O G S & P 170. ALUMINUM CLADDING. REFER TO INTERIOR DESIGN DRAWINGS FOR FURTHER INFORMATION. 171. STONE CLADDING, REFER TO INTERIOR DESIGN DRAWINGS FOR FURTHER INFORMATION. Design Services 172. PROVIDE STUD SIZE TO ACCOMODATE A FULLY RECESSED FIRE EXTINGUISHER CABINET. 175 CONTRACTOR TO COORDINATE E STOP LOCATION AND SIZE (LENGTH AND HEIGHT) WITH DUMPSTER IN ORDER TO F o r The B u I I t CARD READER CR 157. SCUPPER AT GRADE. 8 "H X 16 "W. SEE SECTION 2 /A3.o. 1 PREVENT DUMPS TER FROM HITTING WALL AND CAGE PROTECTION (NOTE 164 ABOVE) BEYOND. SEE SHEET SPECIFIC KEYNOTE ON THIS SHEET 151 Environment 07 KEY PAD 176. NEW F.P.L. POWER POLE. =KP 158. DIRECTIONAL INDICATORS PAINTED ON DRIVE SURFACE. REFER TO CIVIL DRAWINGS FOR FURTHER DOOR DESIGNATION (SEE SHEET A9.1 FOR DOOR, FRAME q INFORMATION. ELECTRIC WATER COOLER EWC AND HARDWARE SCHEDULE) 177. STOP SIGN, REFER TO CIVIL DRAWINGS. 159. HATCH INDICATES SHIELDING CONCRETE BLOCK WALL BY OTHERS. SEE VENDOR DRAWINGS FOR ALL FINISHES, EXISTING -TO- REMAIN FIRE HYDRANT F I INTERIOR WINDOW DESIGNATION (SEE SHEET A9.2 FOR Q CASEWORK CEILING FLOORING WALLS AND EQUIPMENT LOCATIONS. 178. ALL PARTITIONS BETWEEN MECHANICAL ROOMS AND ADJACENT SPACE SHALL HAVE A MINIMUM AIRBORNE SIC. SEE "SOUND INTERIOR WINDOW SCHEDULE) 12 TRANSMISSION LIMITATION" TABLE ON SHEET X1.2 J ���� � ,, Atlanta l a n t a B i r m i n ham Q CNEW:F:IRE HYDRANT (SEE CIVIL DRAWINGS) �FH 2 6 160. FUTURE WATER FEATURE. 179. 6' -0 "H SOLID ALUMINUM PRIVACY FENCE WITH LOCKABLE GATE, WHITE BAKED ENAMEL FINISH. SEE ELEVATION 7/A3.3 FOR C i n c i n n a t i NEW WATER METER. SEE CIVIL DRAWINGS WM EXTERIOR WINDOW DESIGNATION SEE SHEET A3.4 & A3.5 Q A 161. CONTRACTOR TO PROVIDE WATER CONNECTION AND ELECTRICAL OUTLET FOR COFFEE EQUIPMENT. TYPICAL ELEVATION. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. FOR EXTERIOR WINDOW SCHEDULE O Columbus Dallas WHEEL STOP (SEE CIVIL DRAWINGS) WS 0 162. CONCRETE CURB. REFER TO STRUCTURAL DRAWINGS. 180. CONCRETE TIE BEAM TO BOTTOM OF CONCRETE SLAB SLIP JOINT CONNECTION. REFER TO STRUCTURAL DETAIL N /S -8. PROVIDE Fort Lauderdale 0 TOILET ACCESSORY SET (SEE TOILET ACCESSORIES 28 FIRE SAFING, 2 HOUR RATED BY HILTI U.L. DESIGN NUMBER HW -D -0097. B'D SCHEDULE ON SHEET A2.1.3 AND SPECIFICATION SECTION 10 2800) O 163. TRENCH DRAIN. SEE PLUMBING DRAWINGS. Knoxville J a c k s o n BOLLARD (SEE DETAIL 13/A8.1) 181. CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS FOR DECORATIVE METAL GATE WITH EXTERIOR GRADE HARDWARE � TO INCLUDE CLOSER AND STOREROOM LOCK. J a c k s o n v i l l e L o u i s v i l l e COLUMN CORNER GUARD (SEE STRUCTURAL DRAWINGS) L PARTITION DESIGNATION (SEE SHEET X1.2 FOR FURTHER N 0 NOTE: 182. CONTRACTOR TO PROVIDE ENGINEERED SHOP DRAWINGS FOR DECORATIVE METAL GATES WITH EXTERIOR GRADE HARDWARE Memphis N a s h v i I I e INFORMATION) 00 DRAIN (SEE PLUMBING DRAWINGS) REFER TO SHEET X1.3 FOR GENERAL NOTES WHICH. TO INCLUDE 1/2 STOCK CANE BOLT (BOTH SIDES OF GATE), 5/8 STEEL PIPE SET FLUSH WITH PAVEMENT AND 3/16" METAL r p�:_.� Richmond Tampa APPLY TO THIS NEW CONSTRUCTION FLOOR PLAN. PLATE WITH 2' OVERHANG (OVERHANG ON LOCKING GATE ONLY). FLOOR DRAIN (SEE PLUMBING DRAWINGS) FD O 4 • I 1 1.1 1.2 2 2.1 3 5 5.1 6 8 10 11 12 15 16 17 20 A3.10 21 23 ; � 24 G R E S H A M 179 SMITH AND TOP OE 4 CONCRETE SLAB 11 - 1 I` i t P A R T N E R S A3.2 I 12" F „ ! i II I�I i I li I I i 61 4 i . 12 'I j; 6030 Sulfite 210 Blvd. II i li I I I 10 8 1 i I j �'' Hollywood, Florida 33024 I li i I Ii I A4.1 N A4.1 O B A4.11 A4.1 156 A4.2° i 9 5 4.9 81.910 0 ! 4 - �t -� .4` - -- _I- - - - - - 1 - - - -- 4 r -- - - - -_- II I I I - - -- -- - - - - -- _ -------- - -- - -- - - - -- - - - -- -- - -- -I - -- I - -- ---------------------------- �----------------------------- ' - - - - -_ _- _� _ _ � , AD ------------- - - - - -- 11 i- I--- - - - -�I ----- - - - - -- A `k ®F - n I FIRM'S CERT. NO, I DA iii I li j I I STAFF LOUNG a F I� WS I 1 WS 1 OFFICE AAP000034/CA3806 I I II I I 1 I I 0 5 I I 126 I A4.1 P. I IB26000797/LC26000381 Iii i I l 3 j 2 OO I A5.4 154 12 1 ■ I I I 155 ; 07 154 A3.3 j A3 A I A3.20 11 155 U-1 - ,` I I I 1 1 11 I 7 I U_u #- _._.. = = =3 a ' - N w •�� � I I{ 179 I A4.1 �01 w Ws 1" . �� - - - -- - -- A.1 II p A 180 1 I p i 169 I I I - -- - O I I P. I ,-r- 1 II I 1 - I 156 I �;� I � I I i I 2 154 I° A I I I 176 I 1561 - _ - - li I I I I I FOIL A4.1 I DOCTOR' FF TOIL "ET - -_ CONCRETE SLAB OFFICE FS 011 x.24 i i I A4.2 127 09 WS I 177 A324 ,�. I I I AA LVR A I A - A- I X53 �I --- - - - - -- - - -- - - - - - -- - I i SLOPE. • .I 1 SLO E b , , „ n .. , ..:.:. -. ... . n..r. : ri,.., -d,. / „Me.e. . .0 .. :,;`..t; .':. ..,/J rY.. t, ..:t.:J': _. _- •. ✓.:.,_ f - - , n r B - - - - - C ' F1, FE- TELECOM. I7 1 A $ N HSKP " 6 I �{ I MECH. OFD T. RRIDOR 123 08 I -.. I cY) N 130 I 128 R 2 O _A5_7 ' ± 1 :�. I I I • /,. 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I f,_i" { a "_" rS'_, „.S c - - - - -- - - - - -- F---- - - - - -- -- - - - - -- -- nr,,,: - - - - - -- I - - - - - -- -- - -- - -'- - ^r= - -- - - - -- - -- - - -- - - - -- - - - - -- - - -- - - mm, xr - =T - -- - A 1- ----- - - - - -- -- - - - r. - - �� A A4.2 H 168 ` a Y10 1 I- I FH I I x I 1 181 o II I ¢o I1� 181 O 0, -- __� I II A4.2 I r : I I 5 3 a I g . A3 24 3 '� w 4 I j • `A3.10 II a , REVISION No. - Date - Revision Q1 2/01/2013 ADDENDUM #1 Q2 3/15/2013 CITY COMMENTS RESPONSE �3 3/29/2013 CITY COMMENTS RESPONSE © 10/04/2013 VE REVISION A7 10/04/2013 I.T. REVISION ® 12/16/2013 CT REVISION A4.2 o ' j`. A7.2 E I` 1 3} 157 157 I A3.3 2 II A4.2 II' j ' FIRST FLOOR NEW A3.io i i. ii ! CONSTRUCTION PLAN 3.10 A3.11 A311 _. I. : , I • w 2° • '. I . h • i I , ° ,177 , I _ m::_u.____-- ._- ___.___- _....- I ' I • I NORTH • I , I I I , I I � 1 E I 3 0 9 0 8 0 a 2 1 a.d n _ -. 4 18.. __ 19..__..._.__ _._..__. ...................._-- ___.._. .2.1. ___.___.._- -22 .-- -.___._...._ _. 2 DATE: 12/084/20012 ' 1 -3 14 4 7.... _.___...._._,..__..- _.._ ......_ . --- - - - - -- 11 Co ri ht 5012 Gresham Smith and Partners. All Rights Reserved. PY 9 I , , I I f I I I � 1 E I 3 0 9 0 8 0 a 2 1 a.d n _ -. 4 18.. __ 19..__..._.__ _._..__. ...................._-- ___.._. .2.1. ___.___.._- -22 .-- -.___._...._ _. 2 DATE: 12/084/20012 ' 1 -3 14 4 7.... _.___...._._,..__..- _.._ ......_ . --- - - - - -- 11 Co ri ht 5012 Gresham Smith and Partners. All Rights Reserved. PY 9