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HomeMy WebLinkAbout301 Governors Highway - Building Plans &amp; F� PROPOSED ALTERATIONS FOR M + G j1E1 TIE ] ] - .I ] S @ MACY S WAREHOUSE DRAWINGS ISSUED FOR CONSTRUCTION DULY 31 2012 301 GOVERNORS HIGHWAY � SOUTH WINDSOR Ln CONNECTICUT a r c a ^ ' 7 PLUMBING FIXTURE COUNT CODE PLAN LEGEND WATER CLOSETS LAVATORIES EXIT CAPACITY OCCUPANCY OCC, TUB/SHOWER DRINKMG SERVICE ACTUAL BGM86 CAPACITY OF DOOR OR STAIR LOAD RATIO M W RATIO M W FOLNTAIN SINK 1 0 MAX"ALLOWABLE ECiMSS CAPACITY OF DOOR OR STAIR , Ua 155 1/25 FIRST 50 1140 FIRST 50 ROOM OCCUPANCY LOAD BUSINESS(B) REMAINDER TT V80 REMAINDER 18 IT — UI00 =2 I 0 AREA IN FEET OVER arch t OVER 500 OVER 50 0 m 0P OCCUPANCY LOAD FACTOR TOTAL REQUIRED 3 3 2 2 2 1 k PATH OF MAXIMUM TRAVEL DISTANCE TO EXIT - VARIES a r c h i t e c 't u r e Residential - Commercial - Specifications TOTAL PROVIDED 04 4 2 2 2 I P DIRECTION OF TRAVEL DISTANCE TO EXIT 64 Hartford Turnpike - Tolland, CT 06084 PH: 860.872.9627 F: 8 6 0.8 9 6.5 2 6 7 3 WATER CLOSETS, EXIT EXIT SIGN w/EMERGENCY LICrH7MG 4 BATTERY BACIQIP w'w w.a r c h i t x architecture.c o m I URINAL o 2HR FIFM BARRIER CONSULTANTS: NOTE: SEE FLOOR PLANS FOR WALL TYPES. PROJECT SCOPE j 0 TENANT FTTOUT OF 13,527 S.F. IN EXISTING BUILDING 6 BUSINESS USE TO BUSINESS USE (NO CHANGE OF OCCUPANCY) ! ! LIST OF DRAWINGS: PROJECT COVER SELECTIVE DEMOLITION OF EXISTING SPACES ISSUED UNDER SEPERATE AODI OVERALL CODE PLAN— �� ( AI01 OVERALL FLOOR PLAN PERMIT Al[ A107 GENERAL NOTES!DOOR SCHEDULE --- �i j 'I A201 OVERALL REFLECTED CEILING PLAN MECH. MACY'S CORRIDOR CODE INFORMATION ! \\\ 121 -- - -- ' �— DATE OF ORIGINAL CONSTRUCTION: 1972 -� ' i - TOILET !.�I,I MAC 1'22 DEC. (' DATES OF RENOVATIONS: 2012 L _ -- ----- (Chapter ) HENS' --------- 1. GROUP CIASSIFlCATION Cha ter 3 ----- --- 112 _ 1 SECURITY WOMENS' 1 BUSINESS (8) 1 107 I 106 STORAGE (s) SERVER CONFERENCE' �i OFFICE 1 1os L== 0 f -- 1 lI l i II 1 i �aumurr 2. CONSTRUCTION TYPE (Chapter 6) j L .- _ I 1�I ! SEAL: I: 115 I 114 h --, li MINIMUM TYPE REQUIRED: - 464 �I T . ' h ��J����F CONyn""ryry - o FOT.> ACTUAL TYPE PROVIDED: (EXISTING) II B 15 31P OFFICE hl `i ._� Ee.• �O �li,•''HIL( 'p 113r �I .'tiQ.�� 9��. G3 1 -� I - ------------ 3. BUILDING HEIGHT (Chapter 5) ��� BREAK F �; MACY'S H.R. DEPT. I _ 1 ALLOWABLE HEIGHT (Fully Sprinklered) 4 / 75' �! i E— f � � 105 r� •"� a•"••\,��`� ACTUAL HEIGHT 1 / 18' •,,Sip pRGN���• _...,�.—r_ --= rA•_.._._....._,.-.�._.. ..,.....-� L---------j I-------' ��hgnmuUetP j ETAL DETECTORS I BREAK ROOM = 860SF STORIES ABOVE GRADE 1 I 3IP 108 <10% TOTAL AREA 1 _ ACCESSORY USE OPEN OFFICE 4153 1 7 ISSUED: I -- _ ' j 1 T ".y_u_—s --- JOLT 3,7017- DRAWWGS ISSUED FOR BIDDING 1 • NONSEPARATED USES (302.3.1) 4YP ' �awALLOWABLE4AREA per floor (Aa I ® ® ® ® ® ® ® ®- ® ® ® � RR� R ® ® ® ® ® o ® ® ® � CCNSTPoICTION PURPOSES ( Area ) 110 100 r `�� MAX TRAVEL DISTANCE 170-4" < 300' 31 - 165 TOTAL O.L. - 73P j 104 K�5 UNLIMITED S.F. 1 _ - b) ACTUAL BUILDING AREA MAIN LEVEL � �- 1 ( g) 466,640 S.F. �I '0' I ! , MOD. VAULT eoon noon a each banab o TENANT SPACE 13,506 S.F. � SECTION 507.2 ,,-j -- —� - 1 Ir, ��� IJANITOR r PROJECT INFORMATION: SPRINKLERED ONE-STORY "F", "B", "M" OR 'S" NOT LIMITED IN AREA W/ 60'-0" w �I , ci YARDS. - - — — - - - - ----STORAGE -—-—-—-— ^ - - - - - - - - - - �[r,- - - - - - - - - - - - - - - - -- -- - - - - - =I - - - -- — .--- { - - - 1 _ - - -- - - - c_ 117 �Iy . L , o ; MACY'S ---3(D6 5. MIXED OCCUPANCY SEPARATED USES (302.3.2) - NOT USED 300 2P I FIB 1 VAR E H O U S E b (Allowable Area 506.4) 1 i I i ' 61" Stalr Capacity -203P 1 ( l' 6. FIRE-RESISTANCE RATIED REQUIREMENTS FOR BUILDING ELEMENTS Table 601) 1. STRUCTURAL FRAME: ) " is 1 INCLUDING COLUMNS, GIRDERS, TRUSSES 0 HR(S) CORRIDOR 1 1 ! ; 165 i 39P T5P 2. BEARING WALLS: ( 9 ) _ HR(S) I_.I � ) -- 5 118 I --- - II P (Higher of Tables 601 and 602 FXtERIOR 0 _ -_ _ _ 1 All Content Represented by this Drawing is Property - 0aL780R 0 HR(S) ---` - I-z _—_-�,�—__v:--L--- --�u' � _--r r � CORo1� of Architx,LLC&was Developed Exclusively for this r --- I I Project&site. 3. NONBEARING WALLS AND PARTITIONS (fable sot) txfEPoOR 0 HR(S) 3 - ': No Content is to be Used for any Other Purpose 4. NONBEARING WALLS AND PARTITIONS BamoR 0 HR(S) I ( OPEN OFFICE 102 without Written Consent from Architx,LLC. 5. FLOOR CONSTRUCTION i1 (INCLUDING SUPPORTING BEAMS AND JOISTS) 116 1 For All General Information Refer to"A"Drawings 0 HR(S) ,b92 1 6. OOF CONSTRUCTION �; ( 1 INCLUDING SUPPORTING BEAMS AND JOISTS) _L HR(S) ! —_ lip 100 3IP z 1 PROPOSED L 36 _ri 1 ALTERATIONS 7. MINIMUM PLUMBING FIXTURE COUNT (LP.C. Chapter 4) for each type of occupancy SHIPPING/RECV. �I 1 in each separate building or entire facility. I 1 � FOR (SEE PLUMBING FIXTURE TABLE THIS SHEET) 8. SPRINKLER PROTECTION X ENTIRE BUILDING LIMITED AREA 00 JEWELERS 9. CODES TO WHICH THIS PROJECT WAS DESIGNED DATED - �51 Q MACY'S WAREHOUSE STATE BUILDING CODE WITH SUPPLEMENT 2005/2009/2011 I Il STATE FIRE SAFETY CODE WITH SUPPLEMENT 2005/2009 -__ _ �_-—_ _ _ _ ___ ( � 1 STATE HEALTH CODE 2007 V S 301 GOVERNORS HIGHWAY SOUTH WESTDSOR ICC/ANSI A117.1-2003 INCLUDING THE CURRENT CONNECTICUT STATE BUILDING CONNECTICUT, 06074 CODE. THE AMERICANS WITH D19BILMES ACT, TITLE II, INCLUDING THE 2010 ADA — — STANDARDS I mil__ - - r CURRENT CONNECTICUT PUBLIC HEALTH CODE. - =� PROJECTNO: •� CURRENT O.S.H.A. - TITLE 29/LABOR. SCALE:AS NOTED U CONNECTICUT GENERAL STATUTES. Ramp Capacity =330P Ib5 �I DATE: July a,2012 N ti - i N - ! 1 __-- --_- ..�. t j OVERALL j CODE PLAN I CODE PLAN I/CII_1,-0II n I Y/ ID A0901 Copyright D 2012 Architx,11c MECH . I r M.WF. M.WF M.WF. M.WF In-SlabI 1 j i I Sip. I 5D. I Sewage 1 j o o Ejector 121 I p_ I I " 13 I'- " 13 I'-Ir 13 I I I I'-3" '-Y' I'- " 1 3" 1-- " 1 3" 1 6 Cie u Cl r G ar Cl r C ar Cl r G ar — — — J L — — — — — — Clear Clear CI r C ar GI r C ar U lear _ ABBREVIATIONS: j I' 6'; — _ I — — — — 16 16 — — — — 1'-6" 2' 6" _ I 4 t a r c hi t T.PD. - 1 5ND. - 5anitary Napkb Disposal 2'-6" 2'-6" 2'-6" �I Clr. 2' 6" 2'-6" SND. I I I a r c h i t e c \t, u r e I T.PD. - Toilet Paper Ispensor gN,D 5'-0" Cir Clr Glr / � / � Ir. Ir. 5'-0° p I\ M.WF. - Mirror with Fra e idential - Commercial - Specifications I Clear / — — �— — Q Q / — — — — — — — _ J \ Clear 646Hartford Turnpike - Tolland, CT 06084 TJ - - - SD. - Soa Dis ens r- - - - - - - - - -�— p p p I I I 0_I P— I PH: 860.872.9627 F: 8 6 0.8 9 6.5 2 6 7 / www.arc hi tx a r chi to c to r e.c om I n CxB. - Csrab $ar - - - - - - - - - - - I I - - - - - - - - - - - J P.T.D. - Paper Towel ispensor 24" Door 24" Door 24" Door II 1 I II 24" Door 24" Door Provide "Call forlAid" i� \ I � � \ I / I I \ I / CONSULTANTS: in thid Toilet Roof I� 1 I Typ. Typ- Typ. \ 1 / \ I / Typ• Typ• I I I_, 4 - - I� TOILET �rri ; o a WOMENS' � � - - - - - - - �� MENS' 3 - - - - - - - S-l— ��oo Ii-1sT . 1 - - - - - - - - - - - - - - - - - - - - - L - - - - - - - — — — — — — — — — _J I LIST OF DRAWINGS: /� I I PROJECT COVER LARGE JCALE TOILET PLAN A00I OVERALL CODE PLAN rn > AIIDI OVERALL FLOOR FLAN A LARGE SCALE TOILET PLAN A1•(Ol 1/2'I.11-�II A2ZI GENERAL ROTES/OD CELW.PLAN A7IDI OVERALL REFLECTED CEILOJG PLAN A101 1/2"=V-0" UL I GENERAL NOTES: All Existing Electrical Panels_____ i I AT ALL DOORS w/ ILLUMINATED EXIT SIGNS,PROVIDE TACTILE EXIT MECH. to Remain M,4C1 S CORRIDOR SIGN N ACCORDANCE w/ ICC/ANSI AiIT.I SECTION 103. INCLUDE THE Concrete In-Slab Slewage Refer to Electrical Dwgs. ! EXISTING TO REMAM INTERNATIONAL SYMBOL OF ACCESSIBILITY AT ACCESSIBLE EXITS Block Inflil ector 121 i 3'- fR" IS'-4" 20'-3" 20'-0" 4-IR" PROVIDE ROOM SIGNS AT ALL OCCUPIED ROOMS IN ACCORDANCE 121 o w/ICC/ANSI All SECTION 103 � W4 i a MACY'S ELEC. 122 i e 0 0 0 ! dTrm W6 = r a , :a Concrete TOILET - W5 122 w�i ;"` ; i ; ' Blooklnflil 12 ? SECLIRIITY ' %1VIENS' SEAL: `tpruvurr , WOMEN I 'co pppRg: SERVER CONFERENCE l _ iO OFFICE 1os 10� 1os ,o`�oF.H°� .F l� r Az All 6q��OGc All Doors to be 6" Off Perpendicular Walls Unless o 9an 1 8 co: Dimensioned - - �---------- - I v "_ 8 = IT-5" 13'-6" 19'-4" W5 a - N , - 1• MAC�''S H.R. DPI . v.1P. ro OFFICE I" ------ ----- - ----- 15' 6 /2" ` 15 WI I ------------- _ REF EXISTING TO REMAIN WI i 113 ._____ �i�, FD ARC'to` I _ 01, ��rnnnuma� r------------- -Ea EQ ' I 1 I ! e H F 2 W 10'- WALL TYPES: a L--------- BREAK NEW STUD WALL I WI ! 105 ISSUED. I I -I-O JUL 3, 017 CONSTRICTION PURPOSES ING t L , iL l08 E AL DET C RS Y 7 . DRAUNGS ISSUED FOR BIDD 3-5/8"METAL STUDS,20 GA,Von O.C.,WITH SOUND ATTENUATION 1 I BLANKETS AND 5/8"TYPE X GYPSUM BOARD BOTH SIDES. I 0 108 EXTEND METAL STUDS AND GYPSUM BOARD TO 6"ABOVEit SUSPENDED CEILING. BRACE TOP OF PARTITION TO OPEN OFFICE UNDERSIDE OF STRUCTURE ABOVE. I 110 ,�,I 6" METAL STUDS,20 GA,16"O.G.,WITH 5/8" TYPE X GYPSUM o CORRIDOR co._____ BOARD BOTH SIDES. EXTEND METAL STUDS AND GYPSUM 104 In-Slab BOARD TO STRUCTURE ABOVE. 1A l5 I 0 Sewage Elector O— 3-5/8" METAL STUDS,20 GA,16"O.C.,WITH SOUND ATTENUATION z ALF-1 Wall Mounted BLANKETS,5/8"TYPE X GYPSUM BOARD ONE SIDE,HARDIE WI Utility Sirk Not E ! 10 PROJECT INFORMATION: BACKER 500 BEHIND WALL TILE. EXTEND METAL STUDS o ( Cold Water AND GYPSUM BOARD TO 6"ABOVE SUSPENDED CEILNG. W6 i MOD. VAUL (Flat,Model L-U t------------' BRACE TOP OF PARTITION TO UNDERSIDE OF STRUCTURE Of N - 120 Concrete ABOVE. z 97 — — JgNITOR Block Inflil - 3-5/8"METAL STUDS,20 GA,16" O.C.,WITH HARDIE BACKER 500 x a = � b BEHIND WALL TILE ONE SIDE. EXTEND METAL STUDS AND --- ---------------_-_-- cO w - - - 3 ------ - - ----------- BACKER TO 6" ABOVE SUSPENDED CEILING. BRACE TOP - - - -------STORAGE « - - - - - - - - - - - - - - - - - - - - - - -------- ------- OF PARTITION TO UNDERSIDE OF STKCTURE ABOVE. \ 117 vSawcut Existing Concrete W2 3-5/8"METAL STUDS,20 GA,16" OA WITH 5/8" TYPE X GYPSUM ! 1n_! Slab or Installationati for Vault.w HI/LO Drirking i BOARD ONE SIDE. EXTEND METAL STUDS AND GYPSUM BOARD TO 6"ABOVE SUSPENDED CEILING. BRACE TOP Coordinate w/Shop Dwgs. Fountain - HC. MAC1' S All Content Represented by this Drawing is Property OF PARTITION TO UNDERSIDE OF STRUCTURE ABOVE. -- -_-_ Accessible ofArchitx,LLC& Developedwas Exclusively or this --- ---- -------- RI-NOU L+ Project& rte.E sly f R �J 3-15VV METAL STUDS,20 GA.,16" O.C,WITH SOUND ATTENUATION 1 1 I III No Content is to be Used for o Other Purpose BLANKETS,5/8"TYPE X GYPS UM BOARD ONE SIDE,5/6" 1A CORRI DO B I Z9'-5 IR" W ISTNG TO REMAIN without Written Consent from Amlutx,LLC Y , >'mP TYPE X GYPSUM BOARD OVER 3/4"FIRE RETARDANT 1_________; 118 ; 12'-�" I VAULT CORNER For All General Information Refer to"A"Drawings TREATED PLYWOOD ON NON-TENANT OR CORRIDOR SIDE. 0 - EXTEND METAL STUDS,GYPSUM BOARD AND PLYWOOD TO =-- -_ CORR. UNDERSIDE OF STRUCTURE ABOVE. 1 19 ! , A OPEN OFFICE I T'102 PROPOSED 2X4 FIRE RETARDANT TREATED WOOD STUDS,16" O.C,WITH 1 4'-10" -0" SOUND ATTENUATION BLANKETS,5/8" TYPE X GYPSUM L------- --- 116 I ALTERATIONS BOARD ONE SIDE,5/8" TYPE X GYPSUM BOARD OVER 3/4" W FOR FIRE RETARDANT TREATED PLYWOOD ON CORRIDOR SIDE. Iuro EXTEND METAL $TUDS,GYPSUM BOARD AND PLYWOOD TO �-� o UNDERSIDE OF STRUCTURE ABOVE. r ---' ie in 1 102 ' I �- 3-5/8"METAL STUDS,20 GA,16" O.C.,WITH 518"TYPE X GYPSUM 1B is ID > II ®" EWELERS BOARD OVER 314"FIRE RETARDANT TREATED PLYWOOD SHIPPING/RECV. r ONE SIDE. EXTEND METAL STUDS,GYPSUM BOARD AND __e ----- — ---- ---- 1------ 1 Concrete ® MACY'S WAREHOUSE PLYWOOD TO UNDERSIDE OF STRUCTURE ABOVE. io 119 I Block Inflil Raimp Notes: I 115 15 01111 301 GOVERNORS HIGHWAY V 5/8" TYPE X GYPSUM BOARD OVER 3/4"FIRE RETARDANT ; TREATED PLYWOOD OVER EXISTING GYPSUM WALLBOARD " Concrete Slab w/W/6xb W234)2.13 I l SOUTH WINDSOR 6 TO UNDERSIDE OF DECK IUI.F 119 T' „ I on Compacted Structural Fill. I CONNECTICUT, 06074 Dowel i G ar Foundation I Req'd.w/•4 sbar 6 112"O.C.,Typ. o 1101 o Overlhsad Door Lintel: I cO VES C 0 EXISTING WALL — 00 (3)Lbx3-V2°x3/8° — 101 s PROJECT NO: o - Metal Stud or Masorry,VIP. Galvanized Steel Angles I Con Footing - BIIOP.to'be"min. .S bi O " 9 SCALE:AS NOTED Wail Mounted Handrail Nu ® MASONRY *ILL CONDITION - lie I 42 Below Finished Grade I 34" AbOVe Ramp Surface ---""'l _ DATE: JULY 3,2012 Maintain 1-Il1" Clear y Concrete Block,Verlf Thickness in Field Brick Corbles IAl CD 9 v i DN -0 OVERALL Min 30'-0" MAX. FLOOR PLAN Ar Ramp - 1:12 Pitch Max v Handrail a 34"Above Slope 1:48 Max N NI I Ramp surface (29.)to Prevent N 1 FLOOR PLAN Refer to Dti.2/AIM Water Acaxn. 0 A1 * 01 a Copyright©2012 Architx,llc WINDOW FRAME TYPES DOOR & FRAME TYPES . x VARIES VARIES VARIES „ VARIES SEE SCNED. SEE SCNED. „ SEE SCNED. r 2 3.0" 1 3.0" 2 3.0" 2 2 3'-01 2 EQ. 2 EQ. 1 EQ. 2 EQ. 1 EQ. 2 EQ. 2' Ea 2 Ea 2 3-0° 1 SEE SCNED. � 2 2 10 NI N N `" • -c e N HI JI e = arc It fl , a r c h i t e c 't. u r e W W ul a p_ Residential - Commercial - Specifications ? (L > > 64 Hartford Turnpike - Tolland, CT 06084 0 w PH: 860.872.9627 F: 8 6 0.8 9 6.5 2 6 7 www.architxarchitecture.com N d' LIE j —_—_____—_—_—_—___ —_ _ _ s FN1 FLOOR _ _ _ _ FNISH FLOOR HMF-2 ALF_i EL. 0'-0' WD-1 /HM-1 WD-2 FG-1 HMF-1 EL 0'-0" CONSULTANTS: HOLLOW METAL FRAME ALUMINUM FRAME WOOD DOOR HOLLOW METAL FRAME DOOR SCHEDULE NO. DOOR SIZE DOOR TYPE DOOR FRAME FIRE RATING REMARKS HEAD & JAMB DETAILS N.C.THRESHOLD - CLOSER - PANIC 101 3'-0'x l'-0" HM-1 HMF-1 DEVICE - OPERATED BY SECURITY FOR LIST OF DRAWINGS: ENTRY HEAD CLOSER - PANIC DEVICE - PROJECT COVER AD JAMB al 3' x,' UID-2 I B1F_1 CARD READER A001 OVERALL CODEFLOO PLAN VARIES H 1 1 PLAN AID2 GENERAL NOTES/DOOR SCHEDULE SEE PLAN 101 3 x l °„ �" ' CLOSER - PANIC DEVICE - I80 A201 OVERALL REFLECTED CEILING FLAN DEFLECTION TRACK FQR ° WALGYPSUM WLBOARD DEGREE E Sched.40 - Galvanized Steel L TYPES �O HING FLOOR PLANS Pipe Handrail I-IR1 I'-0 Extension 102 3'-O' x l'-0" WD-1 HMF-I CLOSER -ALARMED PANIC DEVICE - Nom.,typ. � FOR WALL TYPES. 46" O.C. EXISTING ROOFING -- ---- ---- METAL STUDS,TYP. O I.0 Extension Max. --- --- ------------- GYPSUM WALLBOARD TYP. lO3 3'-O' x l'-0" Wp-I HMF-I CLOSER EXISTING METAL ROOF DECK DEFER TO FLOOR PLANS FOR WALL TYPES. O � 104 3'-0' x,'-O" WO-2 HMF-I CLOSER - PANIC DEVICE o a LONG LEG DEFLECTION TRACK 20 GAUGE METAL STUD N ATTACH TO DECK TRACK HEADER e 12 FILL VOID OR CAVITY W/UL.JOINT HMF. uJ Z O NOT USED SYSTEM W-D-0031 l �' -'la„ OV-0' x l'-0" WD-1 HF-I� DELAYED ACTION CLOSER - MOP PLATE Pipe Handrail FIMSAFING INSULATION LU Lu i W v Sleeved Into Ramp a "' `� R' SEAL: �tuntnnrrr o �, 3-0 x l-0 WD-1 R IF-I DELAYED ACTION CLOSER - MOP PLATE CO N// RATED GYPSUM WALLBOARD 1 ' ' ' " METAL STUD TO FL SEMBLY ANS N 9��Ga FOR WALL TYPES VARIES 2" or 4" IID8 PR 3'-O'x l'-0" FG-1 HMF-I CLOSER - PUSH/PULLS R C .� , 2 R,4MP N24ND WALL TYPES AN FOR R241L I)ET,41L SS WALL TY AI a2 I/2 i'-Oil O 3'-O' x 1'-0" WD-1 HMF-I N :�U 9 A ii,2j2F D t R GN 1A 3'-0' x,'-ID" FG-1 ALUM. CLOSER- FUSH/PULLS TYPICAL MOUNTING HEIGHTS 110 3'-0' x 1'-0" FG-1 ALUM. CLOSER - F'USH/PULLS Sdsd.40 - Galvanized Steel ISSUED: Pipe Guardrail - 2"Nom.,typ. 111 JULY 3,2012- DRAMWffS ISSUED FOR t31DDNG t Sched.40 - Galvanized Steel � 3'-ID' x T-0" WD-I HMF-1 CONSTRICTION FURPOSES Pipe Handrail - 1-I/2"Nom,typ. 112 3'-O' x l'-O" WD-1 HMF-I MOP PLATE - NO CLOSER, 2 r 3'-6" I'-311 -0" Clear Clear 113 3'-0' x l'-ID" WO-I HMF-I I I I I Typ. I o 1 3 MIRROR " � m °'9 000 I I I I I �/ 0 3 o I 9 - -I O I 114 PR 3'-O' x,'-0" FG-I CLOSER - PUSH/PULLS I I I I I Soap FRAME S in v Dispennser „ O - 3-a u WD-I N F-Ii x 1'-0 PROJECT INFORMATION: I I I I I I Toilet Paper Dispense 42"Grab Bar O NOT IiBED 36"Grab Bar � ,nl vl ml � I � I 0 L I 11- I' Nan Ran9� Eme gency I i I In 3'-0' x l'-0" WD-I HMF-I CLOSER G'I t—T T $" v - H. . Dispenser $" Call to Ald I 30"x48"Clew/ yp I I I I I n g n £ m O a _ = Switch 9 )C L I_ FLOOR SPPE Aluminum Frame CLOSER - PANIC DEVICE - o Insulate o y Min. n \ 60"x56"clear I / 118 3'-0' x l'-O" HM-I OPERATED BY SECURITY I A to Match Exist. '— Pipes,Typ. I 2„ iv U Wa er _ z i� _ Water — _\ _ FLO_OR SPACE) U � CI set s = s Closet � 3'-0' x,'_0" WD-IF-I CLOSER- PANIC DEVICE e 1:48 Max SIO B CARD READER All Content Represented by this Drawing is Property p II 6" Pull String of Architx,LLC&was Developed Exclusively for this Project&Site. Min, ax ilA9 3'-0' x 1'-0" WI)-1 HMF-I CLOSER No Content is to be Used for any Other Purpose MIl\IMUM TOILET ROOM without Written Consent from Architx,LLC. WALL HUNG LAVATORY WATER CLOSET FRONT WATER CLOSET SIDE CLEARANCE REQUIREMENTS 'a V-ID'x 9'-4" OVERHEAD COILING DOOR For All General Infor nation Refer to"A"Drawings lilt $'-0' x V-4" OVERHEAD COILING DOOR PROPOSED lit rPid&h a 4" O.C.,Max D B'-0' x 9'-4" OVERHEAD COILING DOOR ALTE OR ONS I'-0" 4" lE 8'-0' x 9'-4" OVERHEAD COILING DOOR M+G 121 214l x 11_ID11 ,D_1 HMF_l JEWELERS MIR�OR ® MACY'S WAREHOUSE m Forward Approach 36"x48"Clear.Floor Space O 3'-O' x l'-O" WD-1 HIVF-I CLOSER.PANIC BAR II" S In u —' Parallel Approach b Electronic Flush 30N60"clear Floor Space 123 301 GOVERNORS HIGHWAY 9 _ o Control valve l'-ID" WD I HMF-1 CLOSER SOUTH WIIVDSOR ` CONNECTICUT, 06074 L___ __-J GENERAL NOTES: IT la Pipe Guardrail Sleeved Into Stair 2 PROVIDE ALL "LEVER TYPE"KEYED LOCKEETS,TYPICAL ON ALL DOORS - SCHLAGE 5405 RHODE$W/626 FINISH _ „ \ v � � - E F 8 U _ o PROJECTNO: '� Insulate � -�,'� a Min. \ o _ cO e N ' CONTRACTOR RESPONSIBLE FOR QUANTITIES SCALE:AS NOTED a PI es,T - E \ in `� o Q1 DATE: JULY 3,2012 Abrasive Stair Nosing p yp' ^ a "' r u PROVIDE CLOSERS CN ALL DOORS,AND AS NOTED r Full Width of Steps,typ. CDE WHERE LOCKS ARE PROVIDED ON DOORS,HARDWARE MUST BE FREE TO OPEN INDIRECTION of EGRESS GENERAL 311,E 2- 6 WHERE A CLOSER IS PROVIDED CLOSER MUST ALLOW FOR 180'DEGREE SWING OF DOOR WHEN INDICATED NOTES & URINAL DRINKING PAPER TOWEL r i Min ax.. 30 Clear ALL NEW DOORS: PROVIDE V-0 LEAF x l'-0"MIN., INCLUDE LEVER HANDLES,COMPLY w/ ICC/ANSI AInJ FOR Nr 1CD 5TA R DEt241L O RATINGFQRcE DOOR LAVATORY IN COUNTER FOUNTAIN DISPENSER SCHEDULE N QI(�z I/2 u=I:_ou PROVIDE KICK PLATES ON ALL WOOD DOORS V' HIGH BY THE FULL WIDTH OF THE DOOR N n Q A1002 Copyright 0 2012 ArcWtx,IIc rv� `v..., archltW a r c h i t e c _t, u r e Residential - Commercial - Specifications 64 Hartford Turnpike - Tolland, CT 06084 PH: 860.872.9627 F: 860.896.5267 www.archi txarchitec ture.com CONSULTANTS: LIST OF DRAWINGS: PROJECT COVER AOIDI OVERALL CODE PLAN A101 OVERALL FLOOR 02 RAL NO A G TEES DOOR SCHEDULE I I A2D1 OVERALL REFLECTED CEILING PLAN I I I MACY115 CORRIDOR MECH. EXISTING TO REMAIN 121 C-0 ® V.LF• v.11. MACY'S ELEC. ® C_ C 2 ° ® 122 E U I SEAL: C 2 09 E S P��OF tCO Nrfv" tQ:•�� °�:¢ _ 11 MACY"S N.R. DEFT. ,o—o" F sC -� EXISTNG TO REMAIN �rpmunnutuo�� c E L E T R ° ,o 0 8 SERVER 115 2 ISSUED: DULY 3,2012- DRAIRNG5 ISSUED FOR BIDDING 4 C 2 ® — CONSTRUCTION PURPOSES I CEILING LEGEND 10' C2 C RECESSED CAN p N 0 FI E 10 o O RI O 110 0 _ FLWRESCENT LIGHTING FIXIUERS ® 0- " '-0 PROJECT INFORMATION: MOD. AUL I I I m ILLUMINATED EXIT SIGN w/DIRECTIONAL ® b 10( CHEVRON - - - - - - ------------- - ®® c I CEILING REGISTERS - COORDINATE W/ MECHANICAL DRAWINGS17-9 10 0" I I MACI I S All Content Repr s mted by this Drawing is Property 10-0- of Architx,LLC&was Developed Exclusively for this R ID R WAREHOUSE Project&Site. No Content is to be Used for any Other Purpose 118 C-2 = _ _ _ _ H I EXISTING TO REMAIN without Written Consent from Arch tx,LLC CEILIN!a TYPES For All General Information Refer to"A"Drawings C-0 - NO CEILING iii I C R. C-1 - ARMSTRONG CIRRUS OPEN PLAN%3 2X2X1/8" SQl1ARE EDGE 15/16"GRID I 1°1-1 PROPOSED C-2 - A 15TRONG DUNE "I112 2X2X5/8" SQUARE EDGE 15 WI GRID ( 0- " ALTERATIONS R I I FOR I M+G NOTE: COORDINATE SPRINKLER LAYOUT W/FIRE PROTECTION SHOP DRAWINGS rill Pt 4Gi i JEWELERS ELECTRICAL DEVICES a LIGHT FIXTURES ARE SHOWN FOR COODINATION ONLY. — I @ MACYIS WAREHOUSE REFER TO ELECTRICAL DRAWINGS,TYP. C-2 I C-2 71 DIFFUSERS 4 REGISTERS AIM SHOWN FOR COORDINATION PURPOSES ONLY. 1 " 301 GOVERNORS HIGHWAY REFER TO MECHANICAL DRAWINGS,TYP. I SOUTH WINDSOR CONNECTICUT, 06074 rn I 01l PROJECT NO: SCALE:AS NOTED a DATE: JULY 3,2012 0 u N N OVERALL i REFLECTED inCEILING PLAN y1 REFLECTED CEILING PLAN N l•'IZJrni� VVII-11-oil n 9 A2001 Copyright Q 2012 Architx,11c PLUMBING FIXTURE COUNT CODE PLAN LEGEND F . WATER CLOSETS LAVATORIES EXIT CAPACITY OCCUPANCY OCC, TUB/SHOWER DRINKNG SERVICE e ACTUAL EGtSS CAPACITY OF POOR OR STAIRr LOAD RATIO M W RATIO M W FOUNTAIN SING 0 MAXIMUM ALLOWABLE EGRESS CAPACITY OF DOOR OR STAIR R, - 155 05 FIRST 50 1/40 FIRST 50 ROOM OCCUPANCY LOAD BUSNESS (B) 1150 REMAINDER 18 11 VW REMAINDER 18 11 — VI00 =2 1 0 AREA N SQUARE FEET 1 OVER 50 OVER 50 O OP OCCUPANCY LOAD FACTOR 1{'1L TOTAL iEQUIRED 3 3 2 2 2 1 ar PATH OF MAXIMUM TRAVEL DISTANCE TO EXIT - VARIES a r c It i It e c�'t u r e Residential - Commercial - Specifications TOTAL PROVIDED '4 4 2 2 2 1 �� DIRECTION OF TRAVEL DISTANCE TO EXIT 64 Hartford Turnpike - Tolland, CT 06084 PH: 860.872.9627 F: 8 6 0.8 9 6.5 2 6 7 EXIT www.architx architecture.com 13 WATER CLOSETS, EXIT SIGN w/EMERGENCY LIGHTNG t BATTERY BACKUP I u121NAL o ® I I ® 214R FIRE BARRIER CONSULTANTS: NOTE: SEE FLOOR PLANS FOR WALL TYPES. PROJECT SCOPE • TENANT FITOUT OF 13,527 S.F. IN EXISTING BUILDING LIST OF DRAWINGS: a BUSINESS USE TO BUSINESS USE (NO CHANGE OF OCCUPANCY) _I PROJECT COVER 0 SELECTIVE DEMOLITION OF EXISTING SPACES ISSUED UNDER SEPERATE AOIDI OVERALL CODE PLAN ALOI OVERALL FLOOR PLAN PERMIT � ii AIID7 ERALL NO S DOOR SCHEDULE — I —.-- --- ----- - - A1ID OV 1 OVERALL REFLECTED CEILMG FLAN I I MECH. MACY'S CORRIDOR CODE INFORMATION 121DATE - DATES OOF RIENOVA110NSS1RUC110N: 2012 l 0 MACY''22ELECJ IIli rnJ �T :;Q EI TOILETS 0I 1 -I 41 - -; • ti tl 1. GROUP CIASSIFlCA110N (Chapter 3) j c , �12 I ( 1 SECURITY WOMENs�`, BSTORAGE (S, SERVER CONFERENCE ( 1 ii _- E 1 D — 10� _ 1 - i��__ r OFFICE 109 1os 1 O 115 2. CONSTRUCTION TYPE (Chapter 6 G f' sEAL: ( P ) j ice• �anTtan>, 1 1 rnn MINIMUM TYPE REQUIRED: 464 _ OFFICE T T CONNF pry 15 0 ACTUAL TYPE PROVIDED: (EXISTING) 31P 113 f - — `ti�i;P,NtlLge9 _ ,:f I 11 ff '. ------------ , 3. BUILDING HEIGHT (Chapter 5) BREAK ALLOWABLE HEIGHT (Fully Sprinklered) 4 / 75' MACY S H.R. DEPT. I I ' ] AFA ACTUAL HEIGHT 1 / 18' +/- --- y --_ _ __ _ -----, ETAL DET CTORS r .I BREAK ROOM = 860SF II <10% TOTAL AREA I STORIES ABOVE GRADE 1 � � 31P 108 �— ACCESSORY USE ISSUED: NONSEPARATED USES 302.3.1 ' OPEN OFFICE 4,153 = 42P E I f T ( ) I CGNSTRJCTION FURPOSES 4. DULY 3,701t- DRAWNGS I66UED FOR BIDDING 1 (Alovable Area 5a6.4) f 110 100 k''. L ® ® ® ® ® m ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® ® gS MAX TRAVEL DISTANCE 170'-4" < 300' 31- a) ALLOWABLE AREA per floor (Aa) _ UNLIMITED S.F. 165 TOTAL O.L. - 73P 104 11 i b) ACTUAL BUILDING AREA MAIN LEVEL � 'o 30P(each Boor of each building) 466,640 S.F. TENANT SPACE 13,506 S.F. � I I CMOD. VA UL 1O20T '-J ' - --- r - 1 I ' I JANITOR 1 SECTION 507.2 1 PROJECT INFORMATION: SPRINKLERED ONE-STORY "F", B", M" OR "S' NOT LIMITED IN AREA w/ 60'-0" - � YARDS. - - - - - —-—-—-—-—-—-—-— A — - - - - - - - - —— — — — Lf - - -- - - - - -- - - - -- - - -- -- - -- - -- -- - - —`'-C'+- - - - - - - -- — — — — — — = --- - - - STORAGE _ 41 I I r I'117 - 3 2 ! 11 ' t ACY'S P ; n 1 5. MIXED OCCUPANCY SEPARATED USES (302.3.2) - NOT USED ! i L____--_� L----_---J 1 V�AREHOUSE a _. 3a o----------- (Allowable Area 506.4) bl Stair Capacity =203P T _:__«_.�z.-1--- ---'-,-= --- -_,-�_, a g 6. FIRE-RESISTANCE RATTED REQUIREMENTS FOR BUILDING ELEMENTS (Table 601) 5- 15 1' 1 1. STRUCTURAL FRAME: �r INCLUDING COLUMNS, GIRDERS, TRUSSES 0 HR(S) - -- — CORRIDOR 15P 165 39P n 1( ) 2. BEARING WALLS: (Higher of Tables 601 and 602) E MOR 0 HR(S) I I ( _ _ _ 118 __ ------- j ! 31P 1 All Content Represented by this Drawing is Property Iof Architx,LLC&was Developed Exclusively for this MIFRIOR 0 HR($) J' �_ -_�..:, - _ r�_'S� . . �_� —: , CORP. Project&Site. No Content is to be Used for any Other Purpose 3. NONBEARING WALLS AND PARTITIONS (Table 602E IXIERIOR 0 HR(S) n 3 102 without Written Consent from Architx,LLC. 4. NONBEARING WALLS AND PAR11TONS INTERIOR _L HR(S) (;I! j OPEN OFFICE INCLUDING SUPPORTING BEAMS AND JOISTS 0 R(S) tttJJJ 116 1 General Information Refer to"A"Drawings 5. FLOOR CONSTRUCTION ) H For All(� 1 6. OOF CONSTRUCTION i:+! 1,fo92 I 31P 1 INCLUDING SUPPORTING BEAMS AND JOISTS) _L HR(S) 71P PROPOSED rs j ALTERATIONS 7. MINIMUM PLUMBING FIXTURE COUNT I.P.C. Chapter 4 p for each a of occupancyFOR in each separate building or entire facility. I SHIPPING/RECV. _ k� (SEE PLUMBING FIXTURE TABLE THIS SHEET) —_ _ o - M+G 8. SPRINKLER PROTEC11ON X ENTIRE BUILDING �I 891 3P ( JEWELERS, LIMITED AREA 300 15 :.1651 ! @ MACY'S WAREHOUSE 9. CODES TO WHICH THIS PROJECT WAS DESIGNED DATED STATE BUILDING CODE WITH SUPPLEMENT 2005/2009/2011 STATE FIRE SAFETY CODE WITH SUPPLEMENT 2005/2009 —_ __ F_. _ _ _ _ _ _ _ _ _ -_ _— ! V S 301 GOVERNORS HIGHWAY STATE HEALTH CODE 2007 1 1 - SOUTH WIIVDSOR ICC/ANSI A117.1-2003 INCLUDING THE CURRENT CONNECTICUT STATE BUILDING -_-1___ _ CONNECTICUT, 06074 CODE. 6 THE AMERICANS WITH DISABILITIES ACT, TITLE II, INCLUDING THE 2010 ADA STANDARDS — -... ---- — 1 -- t CURRENT CONNECTICUT PUBLIC HEALTH CODE. - -=_..'nr �1 a - g _- --- _ _[�! [� �.�....�_�.����.�� -_..!Il__ 11 _ PROJECT NO: CURRENT O.S.H A. - TITLE 29/LABOR. 15 �I SCALE:AS NOTED v CONNECTICUT GENERAL STATUTES. `Uon Ramp CapacIty =330P 1O5 DATE: JULY 3,2ot2 CD ti I OVERALL CODE PLAN 00 04 I GODS FLAN 0 /J� N AO II�1 .01 ,/Q1-//III n 1VV a A0e01 Copyright©2012 Architx,Uc