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HomeMy WebLinkAbout350 Towne Center Cir (a) (2)E N"��LE Tu'-�V N GENTER. M DRAWING INDEX REVISION$ ARCHITECTURAL ��A7 ARCHITECTURAL NORTH CEILING TI.O COVER SHEET GEILIN(5 TAG (HEI(7HT) LSI.O LIFE SAFETY' FLOOR FLAN, __- . BUILDING SECTION A51.1 SIDEWALK PLAN AND DETAILS Al.0 AR.GHITECTURAL FLOOR PLAN 651 WALL FINISH TAG AI -Oa ARCHITECTURAL FLOOR PLAN - LOADING DOCK A2.0 ARCHITECTURAL FIN15H FLOOR PLANS A2.2 ARCHITECTURAL BLOCKING PLAN A5.0 ARCHITECTURAL CEILING PLAN FSIZ&��, WALL 5EGTION ELEVATION TAG A5.Oa ARCHITECTURAL OFILIN6 PLAN - LOADING DOCK A3.1 ARCHITECTURAL GEILIN6 COORDINATION PLANS A4.0 AR6HITEGTURAL ROOF PLAN 4 DETAILS DOOR TAG (_106) EXTERIOR ELEVATION A4.1 ROOF DETAILS . ..... AID A4.1a ROOF DETAILS El V41NOON TAG A5.0 56HEDULE5 4 NOTES A5.1 DOOR 4 V41NDOY4 DETAILS INTERIOR FLEVATION5 E4 Al. 2 A6.0BUILDING ELEVATIONS ROOM TAG ROOM NAME A-1.0 ENTRANGE PLAN, ELEVATIONS 4 DETAILS E50=0 A-OptENTRANCE DETAILS A-T.I RECEIVING PLAN, ELEVATIONS jf DETAILS OF -TAIL TAG - - - - - -- % Ax A1.0 MLL SECTIONS -- ------- REVI5ION M.Ou OF -TAILS M.1 WALL SECTIONS 01 A11.2 WALL SECTIONS Al. Aq.G1 VqALL TYPES 4 FURRING IYPF-5 '11"! ill", J! i d j g, A.F.F. Above, Finish Floor EXP. Expansion N.I.G. Not In Gontract A.G.T. Acoustical Goiling E.J. Exvonslon Joint N.T.5. Not To kaleTile, E.I.F.5. Ex orior OL. On Gontor ADJ. Adjacent Insulation '4 OFF. Opposite A.G. Air Gonditioning Finish 51ystom O.H. overhead ALTN, Alternate F.R.P. Fiberglass PR. Pair ALUM. Aluminum Roinf or( od PLA5. LAM. Plastic Laminate APPD. Approved Polyester PLYNO. PIYINOod APPROX. Approximate, F.R.T. Fire, Rated P.V.G. Polyvinyl Ghloricle AROH. Architectural Treated PRE -FAB. Prefabricated ASPH. Aha It F.F. Finish Floor P.T. Pressure Treated AUTO. Automatic F.E. Fire, Extinqui5hor REINF. Reinforcement AVG. Average. F.O. rinichod opening RM. Room BLK. Block FT. Foot 5.A.T. 5usponcled 60. Board FTG. Footing Acoustical Tile. B.U.R. Built-up Roo -f GA. Gauge 56HEO, 5chodule G.B. Gatch Basin C_ 7. G. Gen. Contractor 51M. 51milar C.O. Cleanout GYP. Gypsum 50. 5quare. GLO. Glocot H.\/.A.C. Hooting, 5.F. 5quare Foot G.A. Gold Nater Ventilation 4 5.5. 5toinle,55 5tool GOL. Golumn Air Gonditioning 5TL. Steel GONG. Goncrote, H.M. Hollow Metal 5TOR. 5torage. G.M.U. Concrete HORN. Horizontal 5TR. 5tructural Al2.10 APPAREL PORTAL ELEVATIONS Masonry Unit H.A. Hot Motor TEL. Telephone DONT. Gontinuous HR. Hour T46 Tongue, 4 Groove GORR. Corridor IN. Inch T.O. Top Of GR5. Gour5es IN5UL. Insulation or T.G. Top Of Grade, DIA. Diameter Insulated T.O.5. Top Of 5tee 1 0.5.6. Dick's 5porting INT. Interior Typ. Typical Goods JAN. Janitor's Glo5ot UNFIN. Unfinished DR. Door J.T. Joint U.N.O. UnlosF, Noted 0.5. Downspout LAV, Lovotorq Othervii5e, PAG. Drawing M.P.F. Medium bensity V.B. Vapor Barrier O.F. Drinking Fountain Fiberboard VERT, Vertical EA. Each M.H. Manhole VE5T. Vestibule E.A. Each Hay MFC7R. Manufacturer V.G.T. Vinyl Gompo5ition ELEG. Electrical M.O. Masonry Opening Tile, EL. Elevation MAX. maximum A.H. Motor Hooter ELEV. Elevation MEGH. Mechanical A.N.F. Melded Mire, Fabric EQUIP. Equipment MIN. Minimum N1 Aith E.F. Exhaust Fan M15G. Mi5colloneous A/O Aithout EX15T. Existing MTL. Metal NO. Mood AREA PLAN C 51.0 GENERAL NOTES 51.1 GENERAL NOTES 52.0 DEMOLITION PLAN 55.0 EXISTING FOUNDATION AND 2ND F1 54.0 FOUNDATION SECTIONS 4 DETAILS 54.1 \ FOUNDATION SECTIONS � DETAILS 55.0 S-TiNG ROOF FRAMING PLAN 55.1 ENLARGED ROOF FRAMING PLAN S(q.O 5EGTION5 4 DETAILS 5-1.0 MALL ENTRANCE 55.0 SECTIONS 4 DETAILS dSECTIONS 4 DETAILS 5"Id SECTIONS 4 DETAILS HI.0 HVAC FLOOR PLAN H1.1 OFFICE H\/AG FLOOR PLAN P"%II.L/ ARCHITECTURAL FIXTURE JKr_ MJAN H2.0 FIVAG SCHEDULES 4 NOTES H2.1 H\/AO DETAILS H\/A6 DETAILS All.1 PREMIER FIXTURE PLAN Al2.0 DIKES 4 FITNF-55 PLAN, ELEVATIONS 4 DETAILS H5.0 HVAC ROOF PLAN A-12.1 TEAM SPORTS ELEVATIONS 4 DETAILS AI FOOTV�EAR PLAN, ELEVATIONS 4 DETAILS Al2.2a FOOTY4EAR DETAILS --- Al2.5 CA5HNRAP PLAN, ELEVATIONS 4 DETAILS Al2.4MALL ENTRY PLAN, ELEVATIONS 4 DETAILS A125 LODGE PLAN, ELEVATIONS 4 DETAILS A125a LODGE DETAILS Al2.6 OFFICE PLANS 4 ELEVATIONS Al2.6a OFFICE DETAILS Al2.-I GOLF PRO SHOP PLAN, ELEVATIONS 4 OETAIL5 - Al2.-ta GOLF PRO SHOP DETAILS Al2.-lb GOLF PRO SHOP DETAILS Al2.cl TOILET ROOM PLAN, ELEVATIONS 4 DETAILS Al2.10 APPAREL PORTAL ELEVATIONS A15.2 M156ELLANEOU5 DETAILS AREA PLAN C 51.0 GENERAL NOTES 51.1 GENERAL NOTES 52.0 DEMOLITION PLAN 55.0 EXISTING FOUNDATION AND 2ND F1 54.0 FOUNDATION SECTIONS 4 DETAILS 54.1 \ FOUNDATION SECTIONS � DETAILS 55.0 S-TiNG ROOF FRAMING PLAN 55.1 ENLARGED ROOF FRAMING PLAN S(q.O 5EGTION5 4 DETAILS 5-1.0 MALL ENTRANCE 55.0 SECTIONS 4 DETAILS dSECTIONS 4 DETAILS 5"Id SECTIONS 4 DETAILS 1-1.0 PLUMBING FLOOR PLAN PI.I ENLARGED PLUMBING FLOOR PLAN - LOAER LEVEL P2.0 ENLARGED PLAN, DIAGRAMS 4 DETAILS P2.1 50HEDULE5 4 DIAGRAMS P5.0 PLUMBING ROOF PLAN ELECTRICAL-.--..- EI.O LIGHTING PLAN E1.0a DIMENSIONED LIGHTING PLAN E1.1 TRACK LIGHTING PLAN E2.0 ELECTRICAL POWER PLAN E2.Oa ELECTRICAL POWER PLAN E2.1 ELECTRICAL POWER ROOF PLAN F-5.0 ELErTR16AL DETAILS E5 -Oa ELECTRICAL DETAILS E4.0 MI SC. 5GHEDULE5 E5.0 PANEL SGHEDULE5 E5] PANEL 5GHEDULE5 E6.0 ELECTRICAL DETAILS -E'7.0 TELEPHONE/DATA 5(5TEM PLAN E5.0 SECURITY PLAN Eq.0 SECURITY SYSTEM DETAILS EIO.O SPECIAL 5YSTEM5 PLANS EII.O SPECIAL SYSTEMS DIAGRAMS 4 NOTES ENERGY MANAGEMENT SYSTEMS Fl I -O EM5 NOTES 4 DETAILS EM2 .0 EMS NOTES 4 DETAILS EM5.0 EMS NOTES 4 DETAILS F -M4.0 EMS NOTES 4 DETAILS EM5.0 EMS NOTES 4 DETAILS FPI.O FIRE PREVENTION PLAN-_ afjmd b0v- b 1140ITIOINALIN _.ARE RPEVIEVIEDAND CO mr- F q) roR A PERVIV IS -CF�5r- ROCEED VVI' (-3 'fiwjr-. WORK AND NO -TAS AU'TH(-)r1FfY TO VIOLA -17E, p,s1r_)E -NY -OF 'EME - - ------- - SHALL. COF E��;, i\l(',)R ILE IN - - ----- A CORREG- t)koC,,,T3 c)P,l 111E PLANS 5, CONS T � Com. Q '. ' D px �,rr Design and construction documents as instruments of service are given in confidence and remain the property ofHerschnian 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 F1ssue 01/50/2012 BID/PERMIT U U. - 11t I :2 6 JP 2 U, 2 2 2 2 p a uD 72 2 -P _U a a U U 2:5 � E'��® R, U) 6 A) 'n E Q A -S Drawn By: P.,rox Project No,: 15101.00 en I HI.0 HVAC FLOOR PLAN H1.1 OFFICE H\/AG FLOOR PLAN H2.0 FIVAG SCHEDULES 4 NOTES H2.1 H\/AO DETAILS H\/A6 DETAILS H5.0 HVAC ROOF PLAN 1-1.0 PLUMBING FLOOR PLAN PI.I ENLARGED PLUMBING FLOOR PLAN - LOAER LEVEL P2.0 ENLARGED PLAN, DIAGRAMS 4 DETAILS P2.1 50HEDULE5 4 DIAGRAMS P5.0 PLUMBING ROOF PLAN ELECTRICAL-.--..- EI.O LIGHTING PLAN E1.0a DIMENSIONED LIGHTING PLAN E1.1 TRACK LIGHTING PLAN E2.0 ELECTRICAL POWER PLAN E2.Oa ELECTRICAL POWER PLAN E2.1 ELECTRICAL POWER ROOF PLAN F-5.0 ELErTR16AL DETAILS E5 -Oa ELECTRICAL DETAILS E4.0 MI SC. 5GHEDULE5 E5.0 PANEL SGHEDULE5 E5] PANEL 5GHEDULE5 E6.0 ELECTRICAL DETAILS -E'7.0 TELEPHONE/DATA 5(5TEM PLAN E5.0 SECURITY PLAN Eq.0 SECURITY SYSTEM DETAILS EIO.O SPECIAL 5YSTEM5 PLANS EII.O SPECIAL SYSTEMS DIAGRAMS 4 NOTES ENERGY MANAGEMENT SYSTEMS Fl I -O EM5 NOTES 4 DETAILS EM2 .0 EMS NOTES 4 DETAILS EM5.0 EMS NOTES 4 DETAILS F -M4.0 EMS NOTES 4 DETAILS EM5.0 EMS NOTES 4 DETAILS FPI.O FIRE PREVENTION PLAN-_ afjmd b0v- b 1140ITIOINALIN _.ARE RPEVIEVIEDAND CO mr- F q) roR A PERVIV IS -CF�5r- ROCEED VVI' (-3 'fiwjr-. WORK AND NO -TAS AU'TH(-)r1FfY TO VIOLA -17E, p,s1r_)E -NY -OF 'EME - - ------- - SHALL. COF E��;, i\l(',)R ILE IN - - ----- A CORREG- t)koC,,,T3 c)P,l 111E PLANS 5, CONS T � Com. Q '. ' D px �,rr Design and construction documents as instruments of service are given in confidence and remain the property ofHerschnian 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 F1ssue 01/50/2012 BID/PERMIT U U. - 11t I :2 6 JP 2 U, 2 2 2 2 p a uD 72 2 -P _U a a U U 2:5 � E'��® R, U) 6 A) 'n E Q A -S Drawn By: P.,rox Project No,: 15101.00 en I 17 7 lip 9iS I. Apolicable Godes: A. 2007 Florida Building Code wJ 2004 AMENDMENTS B. 2007 Florida Building Code - dumbing C. 2007 Florida Building Code - Mechanical D. 2005 National Electric Code F. 2012 FLORIDA ACCE5513LITY CODE iI. Occuponcy Srouo: A. Mercantile (M) Section 304 B. Storage (5-1) Section 311 C. Business (5) Section 304 D. Zoning Classification: Site Specific Note: Mixed Occupancies for the purpose of later defined Non-Seperated Uses Allowing No Rated Separation of Stack Roams. 111. Gonstruction Type: A. 11-3 (Table 601) B. Fire Resistance Requirements (Table 601) C. As Listed: ReQuired Provided 1. Exterior bearing walls (see Table 602) regt's. below O HOUR 2. Exterior non-bearing walls (see Table 602) refit's. below 0 HOUR 3. interior bearing walls 0 hour N/A 4. Combustible materials allowed FRT M. USED 5. Structural frame 0 hour 0 HOUR 6. Floors O hour 0 HOUR 7. Roofs O hour (see note C. for restrictions) 0 HOUR 5. eitaft enclosures (707.4) O hour N/A (WHERE REQUIRED) 4. Fire Ani (@ adjacent mall) 3 hour See Table 705.4 3 hour (THERE REQUIRED) 10. Stair Enclosures I hour N/A (THERE REQUIRED) Fire Resistonce rating refit's for Exterior walls based on fire separation distonce Table 602: Less than 5' 2 dour Greater than 5' less than 10' 1 Hour greater or eq. to 10' 0 Hour Table 704.8: Maximum area of exterior wall openings Unlimited with separation greater than 30'. Greater than 25' - 70% Greater than 10'- 15% Greater than 20'- 45% Greater than 5' - 10% Greater than 15 - 25 Less than 5' - 0% IV. Fire Suppression System: A. Fully sprinklered (403.2.6) B. Manual Fire alarm system not required for croup M occupancies (407.2.7) less than 500 occupants above grade exit discharge or if fully sprinklered. C. 405.3.3 - Covered mall $ connected buildings shall be equipped throughout with Glass I automatic wet stondpipe system. D. 405.4 - I.; 2., 3., 4., $ 5. - Class I standpfps hose connections: WERE REQUIRED) V. Bullding_Helght and Area: A. AlIowiable Height: 5 stories, (Table 503 w/ 504.2 Increase). Vl. Occupant Load (Table 1003.2,2.2) SECTION 1005 - GENERAL MEANS OF EORE55 (REFER TO TABLE 1003.2.2.2 FOR MAXIMUM FLOOR AREA ALLOKANCE5 PER OCCUPANT) MERCANTILE = 30 s.f. &ROSS/OCCUPANT (44,558 s.f) = 1,486 OCCUPANTS 5U5INE55 = 100 s.f. GROSS/OCCUPANT ( 1P55 5.21) = II 00GUFANT5 MAIN FLOOR 570RA6E = 300 s.f. CaR05S/OGGI FANT (,W2 s.f.) = 15 00GIFANT5 MEZZANINE 5TORAGE = 300 s.f. GRO55/000UPAN7 ( 1,313 s.f) = 5 OCGUPANT5 501035 TOTAL s.f. 1,512 01 75 TOTAL VII. Exit Capa>�itu: ' A. Minimum number of exits: (1018.1) Total occupant load = 1:512 occupants = 4 exits, min. B. Number of exits provided: 5 - (4) from Sales + (1) From Stock G. Minimum exit width required (Table 1001 I. Stairways: 0.3 inches per person (w/ Sprinkler System) 236 occupants x 0.3 = 70.8" of required stairwell width. 2. Doors: 0.2 inches per person (w/ Sprinkler System) 1,512 occupants x 0.2 = 302A" of required door width Note Section 1005.1 : 50% x 302.4" = 151.2" for remain exits if main exit (largest eapocltt is blocked 34"'x (3) exits + 70" exit = 172" (remaining doors must add up to a minimum 50% of egress wldth capacity as required by code.) D. Exit width provided: I. 5talrways: 84" provided 2. 322.00° of egress width provided. VIII. Arrangement of Exits: A. Separation of Exits: At least 2 exits shall be placed a distance apart equal Ito not less than half the length of the maximum overall diagonal dimension of the area being served (1014.2.2). One third the length for sprinklered buildings. B. Maximum travel distance: 250 Feet (Table 1015.1). IX. Other life safety considerations: A. Minimum corridor width: 44" (1016.2). B. Dead and corrldor: 20' maximum (116.3). Exception #2. 50' maximum in Group 5 where building is equipped throughout with an automatic sprinkler system in aecordonce with Section 403.3.1.1. C. Door clear Nldth: 32" minimum(1008.1.4). D. Interior finlshes (Table 803.5): I. Vertical Exits/ Passageways - Class B 2. Exit Access Cooridors - Glass G 3. Rooms/ Enclosed Spaces: Class C 4. Floor Finishes - Class 11 - Floor Finish materials must comply wlth DOC FF -1 'pill test' (804.5). X. Plumbing Fixture analWsis (Chaoter 24): A. Occupant load: I. 1,512 occupants (756 Men / 756 Aomen - Assumed) B. Minimu€n fixtures required: 1. Male: a. 2 toilets required (I water closet, I urinal) (I for each 500 males), I w.c. 4 2 urinals provided b. 2 lavatories required (I for every 750 males), 3 provided 2. Female a. 2 toilets required (I for each 500 Females), 2 provided b. 2 lavatories required (I for every 750 females), 3 provided 3. Drinking Fountains: a. 2 total required (I for each 1000 occupants), 2 provided - dual height hi/low fixture. 4. Service sinks: a. O required, I provided FIRE EX 11 NOU 15HER5 11,250 S.F. MAX. FLOOR AREA FOR EACH FIRE EXTINGUISHER. 75' MAXiMUiM TRAVEL DISTANCE TO EXTINGUISHER 111 SQ. FT. PER UNIT OF A MINIMUM RATED EXTINSUI5HER - 2A-105:0 FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS B HAZARDS. ORDINARY (MODERATE) HAZARD - Size 105 EXTINSUI5HER RATINS REQUIRES 30'-0" MAX. TRAVEL. DISTANCE TO 'EXTINSUiSHER. Size 205 EXTINSUISHER RATINS REQUIRES 50'-0" MAX. TRAVEL DISTANCE TO EXTINGUISHER. FIRE EXTINGUISHER SIZE AND PLACEMENT FOR CLASS C HAZARDS. REQUIRED ENERGIZED ELECTRICAL, EQUIPMENT GAN 5E ENCOUNTERED THAT WOULD REQUIRE A NONCONDUCTING EXTINSUISHiN& MEDIUM. FIRE EXTINGUISHER NOTES INFORMATION BASED ON INTERNATIONAL FIRE CODE REQUiREMENT5 AND NFPA 10 FOR AN ORDINARY (MODERATE HAZARD) OCCUPANCY I. LOCATION5 AND OUANTITIE5 AS PROPOSED ARE BASED ON NFFA 10. VERIFY I$ COORDINATE FINAL QUANTITIE5, LOCATIONS, AND INSTALLATION AITH LOCAL. JURISDICTION. 2. TOTAL FIRE EXTINSUI5HER5 = 33 UNITS ALL FIRE EXTIN&U15HER5 SHALL HAVE A &ROSS d'EIGHT NOT TO EXCEED 40 lbs. AND ARE TO BE MOUNTED ON MOUNTINS BRACKETS 50 THAT TOP OF UNIT IS NO MORE THAN 5'-0" A.F.F. 5. PLACE SALES FLOOR F.E.'s ON REAR SIDE OF COLUMNS AS SHORN (or as ollowed by fixture placement per DSc`s F -I plan. �I r 241-01' l i-0 t. Ic 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 then the soecific project named herein is strictly prohibited without expressed written consent of Hirschman Architects, Incorporated. i Date (Issue 01/3®/2012 SID/PERMIT i O I � � �i ; I I 1 I f g ®o m t�6 6253K In c� ®mom I -2� 12 is 6-0 Ra y��2LO 2 I on ® � 3 ue .a' E u,' " CLEAR l WIDTH ,�m__� VIDE® 47a2" t E _ ®EM208®® Mt®® ®� j ® < 0, a m 34" rDrawn By: ARCHITECTURAL LS1 LIFE SAFETY PLAN Project No ii". YV LJ i o. 1 Z LL u 1-1 F -A -I -L-1 J -I l L LJ- L-11-1 L Li I - - nT I 111 I_ J� f Til -i Ll E i 1 �I� 77 L01- _ i i , LI l L� l r I � r 241-01' l i-0 t. Ic 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 then the soecific project named herein is strictly prohibited without expressed written consent of Hirschman Architects, Incorporated. i Date (Issue 01/3®/2012 SID/PERMIT i O I � � �i ; I I 1 I f g ®o m t�6 6253K In c� ®mom I -2� 12 is 6-0 Ra y��2LO 2 I on ® � 3 ue .a' E u,' " CLEAR l WIDTH ,�m__� VIDE® 47a2" t E _ ®EM208®® Mt®® ®� j ® < 0, a m 34" rDrawn By: ARCHITECTURAL LS1 LIFE SAFETY PLAN Project No ii". YV LJ i o. 1 Z LL M TAPERED EDGES WHERE EXP05ED S`d TYPICAL SECTION A -A 1256 GONSTRUGTION SITE GON5TRUGTION (N. LG.) 1/4" EXPAN51ON JOINT MATERIAL— REGUIRE5 SEALANT BETNEEN JOINT, AND 51DEMLK 04 . 4 4 4" POROUS FILL #3 DOAEL, TYP. ® 2'-S" D.G. 2.55" APART TYPICAL ENLARGED PLAN CONCRETE CURB 4 GUTTER BY 51TE GONTRAGTOR (N.I.G) ASPHALT WAVING BY SITE GONTRA6TOR (N.1.11 is LEVEL LANDING AT TOP OF RAMP AITH MAXIMUM SLOPE OF 2% N SEALANT AIDTH OF RAMP NEW DETEGTABLE NARNING5 ON FLARED SIDE FLARED SIDE 5URFAll RA15ED DOME COLOR TO BE D56 EXTERIOR HARTFORD GREEN � AND INTEGRAL mv/ GONGRETE. (®(ppy O 13 l) 11 J U< < 1'1 < ) 11 1) C) rf U t> 0 JO0 U O O U O V O O0 J O JO O OU UO G-�-Y 0 O O O O O C>(V>U>OC)U(>(OU0J J J ( U J OO0C UU ) O O V C , tU U J U UU V U V _ -'(U3 --�t >(J ) O) a C El O L — l> 0 43 � J 0 0 0 o C c c 1 C <1 ) oJ co SLOPE SLOPE < o000 o u 0co 0u0:,o < 11 o0 a0 0 0 o a o J v v0 00<, aao vU >> °<r'oc v J v occ�oo o o vo1v r> O O O C J V V O 0 V o 0) o < . v v o �r v r r o o c: o v. uo ou O O n O O O rO ro D o O !> O O b U -_1rJ 0o0 0 0 0 0 u_O co U 0o o u 0 0 O O D U U 0 0> U U O O . "Y >< > O i< C J O O J O O O r J r U J ) O O D U U O O O o 0 o 0 0 0 ( U� O U O _ o v,1ar,1v o O o V V 0 0 0 0 1 1 0 V O U O O� O O 0r 0 O v v O o v cJ O c, u U O, J O O <J O <) J O C': u 0 o O O U O r1UOQ > 1� �J O O CJ O O O C1 C� C> < _ cn O 0 0 0 0( 0 f' OC 0 C U v 0 0 0 OOU,OOC o v c U 0 o r� V O P Me QO00000 0000 O OGOt>U(UOOOOU O :J O C) U r> r )U,JUOOVOUc U>OU00 OOOOOOCIO G U O O O O r 0 -? 9 0 0 0 0 0 O JooC10 0 0 0 0 O C ouOOGOOOUO O o O O O r ? U fJ O O <J (J 0 0 0 0 0 0 C > 0 0 OOr�Or ovov0 0 o n 00000 C - 0 0 0 0 0 0 0 -1 0 0 0 0 0 C r) 0 0 1 0 0 0 O.. O.--) O 0 0 4 0 0 0 0 0 0 0 0 O -X000 0o0or o 0 0 0 V 000 0 0 0 0 0 0 �� t) O O U O _ - V U Q O O O O O U O J o 0 Q WIDTH 1:10 SLOPE MAX. (PER FLAN) 1:10 SLOPE MAX. t' URB DJ " T E i r[ y�1 ._� I s � i 4;y D [ODkE�T*AIL FLUSH SLOPE AAAY FROM GURB RAMP NOT TO EXCEED 5%. GONGRETE CURB 4 GUTTER ASPHALT PAVING NOTE: 4" POROUS FILL NOTE: ALL 51DENALK5 TO BE 4" REINFORCED, ALL 51DENALK5 TO BE 4" REINFORGED, 4000 P51 AIR ENTRAINED CONCRETE 1/2" EXPAN51ON JOINT MATERIAL 4000 P51 AIR ENTRAINED GONGRETE KITH A BROOM FINI5H REQUIRES SEALANT BETNEEN JOINT KITH A BROOM FINI5H AND 51DEWALK SIDEWALK CUA (TYP.)CVD P D2 DETAIL#5 DONEL, TYP. � 2'��" O.C. D3 DETAIL SOALE 1 1/2" = I'-0" ScALE 1 1/2" = I' -O" GONCRETE 51DE AALK Nl2.OX2.O N.A.F. PLACED IN GONCRETE ON 4" GOMPACTED !AGGREGATE FILL A/ BROOM FINI5H - SEE SPECS. SLOPE ,V, PER PLANTER FOOT GRADE VARIES. c _ — 4 yl 4 i l NOTE: ALL 51DEAALK5 TO BE 4" REINFORCED, 4000 P51 AIR ENTRAINED GONCRETE EDGE OF SIDEWALK D1 DETAIL SCALE 1 1/2" = 1'-0" TAPER GURB ON BOTH SIDES OF HANDIGAP RAMP NEW DETECTABLE AARNIN65 ON 5URFAGE. REFER TO D I/A51.1 — DSG CONSTRUCTION NEW OR EXISTING SITE GON5TRUGTION 1/4" EXPANSION JOINT W/ (N.I.G) PREMOLDED FILLER $ SEALANT ® 20'-O" O.C. EACH AAY OR AS NOTED ON 51DEAALK PLAN /a" X I" DEEP DAN6UT CONGRETE 51DE #4 SMOOTH BAR, EPDXY COATED GONTROL JOINT @ INTERVALS AALK. BROOM FINISH 4" LONG ® 2'-0"0.6. BY 0 OF 5-0" O.G. OR A5 NOTED SEE SPECS. LANDLORD'S CONTRACTOR GONGRETE 51DE 1/4" EXPANSION JOINT YV ON 510EAALK PLAN. WALK. BROOM PREMOLDED FILLER 4 SEALANT GREASE-- FINI5H SEE 5PEG5. ® 20'-0" O.G. EACH AAY OR AS' v. 4 4. Li 4 NOTE: NOTE. ALL 51DEAALK5 TO BE 4 REINFORCED, ALL 51DEAALK5 TO BE 4" REINFORCED, 4000 P51 AIR ENTRAINED GONGRETE 4000 P51 AIR ENTRAINED CONCRETE KITH A BROOM FINISH AITH A BROOM FINI5H SAWCUT CONTROL JOINT (TYP.) EXPANSION JOINT D4 DETAIL D5 DETAIL SCALE 1 1/2" = 1'-0" SCALE 1 1/2" 1'-0" : Y ' 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 0I/50/2012 SID/PERMIT ® I 'I I gISH FLOOR HT. NOTED ON 511)EAALK PLAN. .4 4 4 4 L-nr ni11.✓ivr+ �l. 1.11 . r—Ar-/AItl51L/N J 1. LW A AUN J 1. tAt ANbION SIT. F-XPAN51ON JT. EXPAN51ON JT. - N d F I I } �( t A I P ISIDEWALK r (D I J I FL, LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, CH 44128 TEL (215) 223-3200 FAX (215) 223-3210 www.herschmanarchitects.corn SIDEWALK PLAN DETAILS AS1111111 :1 I C m A a G w . m a 24'-0" EXITING 51DFVdALK `�— EXI5T® REMAIN _ p`;,0., 6" TO REMAIN . -- _- Design and construction doournents _ 1 1 — I -- as instrument of Fi vice are given Oi In confidence and remain the property / of Herschman Architects. The use � of this design and these construction documents for purposes other than _\ v— — \\ \ / _� the specific project earned herein is strictly prohibited without expressed /^ written consent of Flerschman F Architects, Incorporated. H i 19�� B�Fr -I 2-I I I _ �-� REMOVE MASONRY \ 1--- — — — — J FOR NEY4 D I SPLAY '\\ Date Issue V Y ._ /- _ OI/O/�®I� BIS/�I�i'�,MI`i LL Li 1 � 11 � 2 rR Fn— '` G \� \ �\ //ice 5 -- --___� �_ �I II O Iii I `O II O IIII II GQ-�� �I v - I v q / �\II ��----AI IAC 1 i r-1 1 i_f�i i� I1 r—1 U _J j / J � \ SIJ / \ ��,� \ I I I I TYP IT 62 \ > / X �I -7/ �i� \\\I I �YP ��\-_--------- 111F 1 / / TYP. TYP. \ \ \ \ \� 1 1 // \ II 1 I 1 1 JL_�I__ a ��II�-1111 \>�L i 1 IF 7 LII �� IIT -1- 4- -J �' ®�' v o w �--J L----------- -__- ----- --___-- J II II IITY - III \/ 1 TYP. II 1 - VIII 1�i� VIII 1111 II /` I��I jl I I TYP. ll 1 II 1- II 1 111 1 II 1 1L�� = �� TYP. TYP. �� // 1 111-III----moi' I------___--------1 II --II - 1 1 1 I // I IIIF lily // -------------- ------------------------------------- �L �� L jllr I� I I cv� U L -J / � � i� /i ce w p L \ \ \ > / .fox Drawn By: \\ \ \ \ TYP. / \ �TYP. �i / G>^`� A<\ // Project No,: 15101.00 U \ LL— FV �J� �< o\ J I 1 I1 / `11IF _ I1 `\\Imo\ 1 I LU I I 1 11 \\ //\\ \ \ �--- i I 11 1 I LL- 1 �f ILL _( I—� v �- � \ GG IFI- I II II 1 1 II II � II II II VP 11 II II II II II FLOOR DEMOLITION CODED NOT�-��� 0 REMOVE EX15TING INTERIOR PARTITION WALL AND M15CELLANEOU5 FRAMING GOMPLETE FROM 5LA . REMOV ALL MISC. DEVIGE5 (OUTLET5, 5EN5OR5, ALARMS, ETC.) WITHIN WALL AS REQUIRED FOR COMPLETE DEMOLITION UNLE55 NOTED OTHERWISE TO REMAIN. (AL50 REFER TO MEGHANIGAL, ELEGTRIGAL 4 PLUMBING DEMOLITION DRAAING5 FOR MORE INFORMATION.) 0 REMOVE ,ALL EXISTING PLUMBING FIXTURES ,AND PIPING TO BELOA SURFACE OF 5LAB AND GAF'- REFER TO PLUMBING DRAWINGS FOR ANY ,ADDITIONAL SCOPE. Q REMOVE EXISTING DOOR, FRAME AND HAROAARE OREMOVE EXISTING ELEVATOR, ESCALATORS, AND RAILINGS COMPLETE FOR THE FLOOR OPENING TO BE INFILLED. REFER TO 5TRUCTURAL. REMOVE EXISTING STOREFRONT GLAZING SYSTEM AND ENTRY DOORS. OALL EXISTING FLOOR FIN15HE5 TO BE REMOVED. G.G. TO PREPARE EXISTING FLOOR5 FOR NEW FLOOR FINISHES (TYP). REFER TO NEN FLOOR FIN15H PLAN FOR FURTHER INFORMATION. 0 REMOVE EXISTING MALL 5EGURITY 6RILLE5 AND SURROUNDING WALL5 O REMOVE EXISTING GHEGKOUT5/GOUNTER5 INGLUDEING ALL POWER AND DATA AIRING. REMOVE EXISTING STEEL COLUMNS AND FRAMING FOR COMPLETE DEMOLITION OF ENTRY ELEMENT. REFER `-/ TO STRUCTURAL FOR DEMOLITION EXTENT. I® REMOVE DUCT DROPS THROUGH FLOOR FOR LOWER LEVEL TENANT. DUGT5 TO BE RELOGAFED TO A LOCATION OFF OF 056 5ALE5 FLOOR, REFER TO MEGHANIGAL DRAAINGS. D, REMOVE EXISTING 51PEAALK AND PAVERS FOR NEW ENTRY. REFER TO A51.1 FOR NEA SIDEWALK LAYOUT i (2.'l .DEMOLITION GENERAL NOTES I. DEMOLITION FLAN 5HOA5 APPROXIMATE LAYOUT OF EXISTING BUILDING AND 15 NOT INTENDED TO REPRE5ENT "A5 -BUILT" CONDITIONS. VISIT 51TE AND OTHERWI5E BECOME FAMILIAR WITH AGTUAL GONDITION5 WHEN BIDDING THE WORK. 2. WALL5, PARTITIONS, DOORS, FRAMES, AND OTHER ITEM5 TO BE REMOVED ARE 5HOWN DA5HED. SERVICES AITHIN WALL5 AND PARTITIONS 5HALL AL50 BE REMOVED. EDGE5 OF WALLS SHORN TO REMAIN SHALL BE 5AWGUT OR CLEANLY TOOTHED TO AGGEPT NEW GON5TRUGTION. REPAIR AND PATCH EXISTING WALL5 5HOWN TO REMAIN WHERE INTERSECTING WALLS, DOORS, FRAME5, ETC. ARE 5HOWN TO BE REMOVED AND WHERE EXISTING GON5TRU6TION WILL NOW BE EXPOSED IN THE NEW CONSTRUCTION. 5. EXI5TIN6 GON5TRUGTION 5HOWN TO REMAIN, INCLUDING BUT NOT LIMITED TO WALL5, PARTITIONS, DOORS, FRAMES, ETC. SHALL BE PROTECTED DURING DEMOLITION. DAMAGE TO EXISTING GON5TRU6TION 5HOAN TO REMAIN 5HALL BE RESTORED TO MATGH PRE -DAMAGED CONDITION. 4, ALL NEGE55ARY 5HORIN6, BRACING, AND SUP'P'ORT TO PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF 5TRUCTURE OR ELEMENT TO BE DEMOLISHED, AND ADJACENT 5TRUGTURE OR ELEMENT 5HOWN TO REMAIN SHALL BE DE5I6NED BY CONTRACTOR'S PROFE55IONAL ENGINEER LICEN5ED IN THE APPLICABLE JURISDIGTION. 5. PROVIDE TEMPORARY WEATHER PROTECTION AND SECURITY DEVIGES DURING INTERVAL BETWEEN DEMOLITION AND REMOVAL OF EXI5TIN6 GON5TRUGTION ON EXTERIOR 5URFACE5 AND IN5TALLATION OF NEW CONSTRUCTION TO ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCUR5 TO STRUCTURE OR INTERIOR AREAS OF EXISTING BUILDING. 6. EXISTING CONCRETE FLOOR SLABS, MA50NRY WALL5 AND EXISTING STRUCTURAL FRAMING 5Y5TEM5 5HOAN TO BE REMOVED SHALL BE CLEANLY 5AWGUT FROM EXISTING GON5TRU6TION. AL50 GOMPLETELY REMOVE FOOTINGS, FOUNDATIONS AND ABOVEGROUND AND UNDERGROUND CONSTRUCTION AS 5HOAN OR DIRECTED BY STRUCTURAL DRAWING5. i. WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, REPAIR AND WATCH REMAINING 5U155TRATE AND PREPARE FOR NEW FIN15H AS PROVIDED IN 5GHEOULE5 OR NOTED ON ORAAING5. 5. INFILL OF EXISTING OPENINGS IN GMU WITH NEW GMU MUST BE TOOTHED INTO PLACE. G.G. TO DETERMINE IF THI5 WILL BE PART OF DEMOLITION GONTRAGTOR5 SCOPE OR TO BE DONE BY MA50NRY GONTRAGTOR. q. ALL INFILL OR REPLAGEMENT WORK 5HALL MATCH EXI5TING GONDITION5 IN MATERIAL5, GON5TRUGTION AND FINISH, UNLESS SPECIFICALLY NOTED EL5EAHERE IN THE CONSTRUCTION DOCUMENT'S. IO. PROTECT FROM DAMAGE ALL EXISTING FINISH WORK TO REMAIN IN PLACE AND WHICH BECOME5 EXPOSED DURING DEMOLITION OPERATIONS. 11. BAG AND MASK ALL ELEMENTS ADJACENT TO SURFACE REGEIVING NEW PAINT AND 5UB5EQUENTLY REMOVE PROTEGTION ONCE PAINT OPERATION5 ARE COMPLETE. PATCH AND REPAIR ELEMENTS AFTER DUST PROTECTION MEASURES ARE REMOVED. 12. DEMOLITION GONTRAGTOR 15 REQUIRED TO MAKE CLEAN, KNIFE CUTS AT LOCATIONS WHERE DRYWALL 5URFACE5 ARE TO BE DISTURBED. DEMOLITION 1 FLOOR PLAN 5GAL.E 5/52" = 1'-0" 15. FURNISH, INSTALL AND 5UB5EQUENTLY REMOVE ALL TEMPORARY DUST PROTECTION. DUST PROTECTION MEA5URE5 5HALL INGLUDE, BUT NOT BE LIMITED TO HEAVY-DUTY PLA5TIC SHEETING. 14. FURNISH, INSTALL, AND 5U55EQUENTLY REMOVE WEATHERTIGHT, INSULATED, TEMPORARY WALL5 TO ENTRIES DURING THE PERIOD BETWEEN EXISTING ENTRY DEMOLITION AND INSTALLATION OF NEW ENTRIES. TEMPORARY WALL5 WILL BE GON5TRUGTED USING CONVENTIONAL FRAMING (LIGHT GAUGE), WITH PLYWOOD ON BOTH 51DE5. 15. 5UBGONTRAGTOR5 SHALL PERFORM A DETAILED 51TE SURVEY AND WILL ADDRE55 ALL DISCREPANCIES AND 6ONFLICT5 AT NO ADDITIONAL COSTS. I6. ALL AREAS AFFECTED BY DEMOLITION GONTRAGTOR'S WORK SHOULD BE GLEANED OF ALL DEBRIS AND MISC. MATERIALS AT THE END OF EACH WORK DAY. 11. PROTEGT EXI5TIN6 ITEMS THRESHOLDS, EXI5TIN6 FLOORING, FINISHES, ETC, FROM GENERAL CONSTRUCTION TRAFFIC, (LIFTS, ETC). LIFTS TO BE RUN ON PROTECTION BOARD DURING GON5TRUGTION. ALL DAMAGE TO BE CORRECTED BY GG. k, ','�,;rs ,ri =•,�gr. i:� nr�s �,f tt � �@ �..,� FL. LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, CH 44128 TEL (216) 223-3200 FAX (216) 223-32'10 www,herschm,inarchitects.com DEMOLITION FLOOR PLAIDS D 1 m' 11 . I , T � � 1 2 03,, �� ��` (Jb�,` tv 1 ` "I 1 II 0 - � -, � "I \fit. _ l s � ° , ��f I �� moi' , P11.14 ,�'=�11 kill 5-I 0II ��: /,If 5�I II - -F SII ��I ❑ f][ _ II : li - `��. a �/ - 0 I I �� �-0 5 ni i �IF a -i iI I -11 s o� ` ,ice _ G, F`� �_ 5- " 1. 1 I 1 i Gam- 1� I I I 11 1 .� I i ; .t, II 1 Design and construction documents I I I as instruments of service are given I in confidence and remain the property I _ - -.- - _ I of of h SrsdC Sman aAdy hese consh uctloe _ - I documen s gor purposes other than i . / the sp I Ic protect named herein is I ,-'' / � Strictly prohibited wcthout expressed / f written consent of Herschman J Arcnl ects, Incorporated. z� ..�, I 1 �� .: _......... 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I T T T I I I rt `� L,, I T,._ I I I I T�/-1 IH -I C- Ti i �ITf I T /I TT I T+ I I TTT I I t- T TT i -firt T T TTTTT _ -yam \�I-I--1- 1 I I - I ----- �-J 1-I�, �1- -LL-�- /1 --4 I-+HH-IHHH-I -I - - �� -� -- --� _ -� - I I Dravirn �.fax I \\- -1-I - --I ( I I I I I J� �I 1..r.....I -�� I- �r.1,1 ! I i fi I I I I I �/ I TT i i i STT T+T 1 T I+ I ITT I_ I I T I I T fk tT i n\TTTT I + ++ By , II 1 , , . , H I I I � � �\ I t --� T + I- I 1- ��( I- H -I -I -� _� - �_ - - -. ! - I . f _ : , II I I I I � � I CEILING DEMOLITION CODED NOTES 0REMOVE EXI5TING LIGHTING, ELECTRICAL, $ M15G. DEVCE5, BTG, (AL50 REFER TO MECHANICAL, 1 ELECTRICAL., $ FLUMBING DRAAIN65) REMOVE EXI5TING CEILING SYSTEM, LIGHTING, $ HVAC DIFFUSERS AND DUCTWORK. (REFER TO ELEGTRICAL, MEGHANICAL AND PLUMBING PRAAIN65 FOR FURTHER DETAIL ON DEMOLITION) REFER TO MECHANICAL ORMIN65 FOR 5COPE ON EXI5TING RTU'5 AND DUCTWORK 4 DIFFUSERS 0 RAISE/RE-ROUTE EXISTING ROOF DRAINS AS HIGH AS F0551BLE. 5 REMOVE EXI5TING 5OFF17 AROUND CLERESTORY. CLERESTORY TO BE INFILLED - REFER TO STRUCTURAL � I '� - I I � 11 - i � I 1 .. . - 17 - - DEM00"'Ll-11-10N GENERAL NOTESI. . DEMOLITION DEMOLITION PLAN 5HOWS AFFROXIMATE LAYOU7 OF EX15`I INC BUILDING AND 15 NOT INTENDED TO REPRESENT "A5 -BUILT" GONDITION5. VISIT SITE AND 6. EXI5TING CONCRETE FLOOR SLABS, MA50NRY L5 AND EX15TINO STRUCTURAL FRAiMING SYSTEMS SHOWN / SCALE 5/32" a I'-®" OTHERWI5E BECOME FAMILIAR WITH AGTU,AL TO BE MOVED SHALL BE CLEANLY SAWGUT FROM EXI5TIN6GON5TRUCTION. ALSO COMPLETELY REMOVE - '•/ CONDITIONS WHEN BIDDING THE WORK. FOOTINGS, FOUNDATIONS AND ABOVEGROUND AND UNDERGROUND CONSTRUCTION AS SHOWN OR DIRECTED 2. MALLS, PARTITIONS, DOORS, FRAMES, AND OTHER ITEMS TO B� REMOVED ARE SHOWN DASHED..SERVICES BY STRUCTURAL DRAWINGS. IS, FURNISH INSTALL AND SUBSEQUENTLY REMOVE ALL TEMPORARY DUST PROTECTION. DUST PROTECTION MEASURES SHALL INCLUDE; BUT NOT BE LIMITED TO HEAVY-DUTY PLASTIC SHEETING. ,."" WITHIN b�ALLS AND PARTITIONS SHALL ALSO BE REMOVED. EDGES OF WALLS SHOWN TO REMAIN SHALL BE 5AWGUT OR CLEANLY 700.1 HED TO ACCEPT NEW CONS 1 RUGTION. REPAIR AND PATCH EXISTING MALLS ;. WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING CONSTRUCTION, REPAIR AND PATCH REMAINING 14. FURNISH, INSTALL, AND 5UBSEOUEN%'i` REMOVE WEATHER -TIGHT, INSULATED, TEMPORARY INALL5 TO ENTRIES 5HOWN TO REMAIN WHERE INTER5ECTING WALLS; DOOR5, FRAMES, ETC. ARE 5HOWN TO BE REMOVED AND SUBSTRATE AND PREPARE FOR NEW FINISH A5 PROVIDED IN SCHEDULES OR NOTED OND INGS. DURING 7HE PERIOD BETWEEN EXISTING ENTRY DEMOLITION AND IN57ALLATION OF NEW ENTRIES. TEMPORARY WHERE EX1571NG CONSTRUCTION DILL NOW BE EXF05ED IN THE NEW CONSTRUCTION. 5. INFILL OF EXI57ING OFENIN55 IN CMU WITH NEW GMU MUST BE TOOTHED INTO PLACE. G.G. TO DETERMINE IF WALL5 WILL BE CONSTRUCTED 1J51NG CONVENTIONAL FRAMING (LIGHT GAUGE), WITH PLYW000 ON BOTH SIDES. INC O R° O R .R T E D 5. EXISTING CONSTRUCTION SHOWN TO REMAIN, INCLUDING BUT NOT LIMITED TO WALLS, PARTITIONS, DOORS, I H15 WILL BE PART OF DEMOLITION CONTRACTORS SCOPE OR TO BE DONE BY MA50NRY GONTRAG70R. L L LIC A R 9 5 6 9 3 FRAMES, ETC. SHALL BE PROTECTED DURING DEMOLITION DAMAGE TO EX15TiNG GON5TRUCTION SHOWN TO a, ALL INFILL OR REPLAGEMEN7 WORK SHALL MA7GH EXI5TIN5 CONDITIONS IN MATERIALS, CONSTRUCTION AND 15. 5UBCONTRACTOR5 SHALL PERFORM A DETAILED 517E SURVEY AND WILL AODRE55 ALL D15CREPANGIE5 AND OONFLIC75 AT NO ADDITIONAL C05T5. . REMAIN SHALL BE RE57ORED TO MATCH PRE -DAMAGED CONDITION. FINISH, UNLE55 5FECIFICALLY NOTED EL5EWHERE IN THE GON57RUC7ION DOCUMEN75. 25001 EIMERY ROAD SUITE 400 4. ALL NECE55ARY 5HORI NG, BRAG I NG, AND SUPPORT TOP NT MOVEMENT, SETTLEMENT, OR COLLAPSE OF 16. ALL AREAS AFFECTED BY DEMOLITION GONTRAGTOR S WORK SHOULD BE GLEANED OF ALL DEBRIS AND P SHOULD OSI 44128 57RUOTURE OR ELEMENT TO -BE DEMOLISHED, AND ADJAGENT 5TRUGTURE OR ELEMENT 5HOWTO REMAIN 10, IN ROTECT FROM DAMAGE ALL EXI5TING FINISH WORK TO REMAIN IN FLAGE AND WHICH BECOMES EXPOSED MISC. MATERIALS AT THE END OF EACH WORK DAY. 7 E L ( 216) 223-3200 SHALL BE DE5I6NED BY GON CTOR`S PROFESSIONAL ENGINEER LICENSED IN THE APPLICABLE JURI5DIGTIONL DURING DEMOLITION OPERATIONS. FAX (216) 223-3210 wv�p�v.herschmanarchitects.com 5. PROVIDE 7EMFORARY WEATHER PROTECTION AND SECURITY DEVICES DURING INTERVAL BETWEEN DEMOLITION AND II. BACK AND MASK ALL ELEMENTS ADJACENT TO SURFACE RECEIVING NEW FAINT AND 5UB5EQUENTL-I REMOVE PROTECTION ONCE FAINT OPERATIONS ARE COMFLETE. FATGH AND REPAIR ELEMENTS AFTER DUST PROTECTION 17: PROTECT EX1571NG ITEMS THRESHOLDS, EXI5TING FLOORING FINI5HES ETG FROM GENERAL CONSTRUCTION TRAFFIC (LIFTS, ETC). LIFT5 TO BE RUN ON PROTECTION 50ARD DURING WN5TRUCTION. -- DEMOLITION --- REMOVAL OF EXI5TIN6 CON57RUG7I0N ON EXTERIOR 5URFAGF-5 AND INSTALLATION OF NEW GONSTRUCTION TO MEA5URE5 ARE REMOVED. ALL DAMAGE TO BE CORREGTED BY GG, CEILING �� ENSURE THAT NO WATER LEAKAGE OR DAMAGE OCCURS TO STRUCTURE OR INTERIOR AREAS OF EXI5TIN& BUILDING. 12. DEMOLITION GONTRA07OR 15 REWRED TO MAKE CLEAN, KNIFE CUTS AT LOCATIONS WHERE DRYWALL SURFACES ARE TO BE DISTURBED. D2mO -- I Is 0 0 h 17-2" 0. III of He'schman Architects, The use c€ this design and these construction documents for 10,) the specific project named herein is iii11-E] without expressed EL17 SIM. C11 E- Date Issue =0 W SIM. 00 U) WQ 0 t 0 A4 RK HOP 7 ROOM 2a 22 ISI00 D)- RkCQIJ-El T SPORTS RECESSED FLOORBOXES U DEPT. MGA. SIm. z ERY LANE A I2® 7 k -TRIC (REFER TO ELE, AQ —s fS z z MAIN ST661K FO�T WE -A RSTOCK -------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2, p O 23 c 2 e — IF Q 03 FO F3 15 TYP. Gf ui u - z 43 '0 E ffi 0 I N VL 0 1,3 ;i���® PRACTICE RANGE is -E X SPORT GAMES Drawn By: COMP SWIM r FIXTURE PROMO $1 WOMENATHL INSTALLED BY VENPOF #1. 1 REFER TO Al2.1 FOR Ill,11ORE ------- T TION. N -ORMA 0 0 as instruments 17-2" 0. III of He'schman Architects, The use c€ this design and these construction documents for 10,) the specific project named herein is iii11-E] without expressed EL17 SIM. C11 E- Date Issue LL W SIM. 00 U) WQ 0 t 0 A4 RK HOP 7 ROOM 2a 22 ISI00 D)- U DEPT. MGA. SIm. z ERY LANE A I2® 7 —s fS MAIN ST661K FO�T WE -A RSTOCK -------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2, 0 0 ma - 7Aq.1 SIM. —A _V FITTING ROOMS AND I—AALL5 ARE FIXTURES PROVIDED 6 ............. ...... ....... . . .... ..... . .. . ....... . .......... . . . .... __N5TALLED_-5Y VTEA00RAf_ .......... ............... .. ..... . .......... W.A7PER SPORTS DA5HED LINE INVIr.A7E5 I TYPICAL OF ALL PORTALS; YiHERZ EX15TINS.7 FLOOR REFER To ELECTRICAL PLANS OFENIN615 TO BE INFILLED - WORK POINT C TtON- FOR OUTLET LOCATIONS Aa- - INTEJESE �Tt REFER TO 5TRJCTIJRALt��� OF A15LE 0ENTFRLNE5 FPI P4 2'-5" G�) SALT WATER L _L (D Fr_ CHECKOUT F .-R SIM. f <1 T4] FPI con — — — — — — — _6C L ;4 ,Z FI M. \�2 Y — — — — — — — 151 _0_1 -0- 1 SIM. �T4 0 (D 0 - Ole) HUNTING APPL 04 RECESSED FLOOR BOXES E: (REFER 1 T 0 ELECTRICAL) _j F_7 as instruments 17-2" 0. III of He'schman Architects, The use c€ this design and these construction documents for 10,) the specific project named herein is _7 CUD) without expressed w.it-on cons ntof C11 E- Date Issue LL W MGR. TOREIA 108 00 U) ma - 7Aq.1 SIM. —A _V FITTING ROOMS AND I—AALL5 ARE FIXTURES PROVIDED 6 ............. ...... ....... . . .... ..... . .. . ....... . .......... . . . .... __N5TALLED_-5Y VTEA00RAf_ .......... ............... .. ..... . .......... W.A7PER SPORTS DA5HED LINE INVIr.A7E5 I TYPICAL OF ALL PORTALS; YiHERZ EX15TINS.7 FLOOR REFER To ELECTRICAL PLANS OFENIN615 TO BE INFILLED - WORK POINT C TtON- FOR OUTLET LOCATIONS Aa- - INTEJESE �Tt REFER TO 5TRJCTIJRALt��� OF A15LE 0ENTFRLNE5 FPI P4 2'-5" G�) SALT WATER L _L (D Fr_ CHECKOUT F .-R SIM. f <1 T4] FPI con — — — — — — — _6C L ;4 ,Z FI M. \�2 Y — — — — — — — 151 _0_1 -0- 1 SIM. �T4 0 (D 0 - Ole) HUNTING APPL 04 RECESSED FLOOR BOXES E: (REFER 1 T 0 ELECTRICAL) _j F_7 12SIM. El FPI EI_EVAM ST kJR (2. 1251 BREAK R06M x TA MAD1 STOCK I, I�O ROC E _7V Design and construction documents as instruments 17-2" 0. III of He'schman Architects, The use c€ this design and these construction documents for k ZI II4'II the specific project named herein is strictly prohibited without expressed w.it-on cons ntof Hersohman E- Date Issue LL W MGR. TOREIA 108 00 U) t RK HOP 7 ROOM 2a 22 ISI00 120 DEPT. MGA. SIm. ERY LANE A I2® 7 —s fS MAIN ST661K FO�T WE -A RSTOCK — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 2, 12SIM. El FPI EI_EVAM ST kJR (2. 1251 BREAK R06M x TA MAD1 STOCK I, I�O ROC E _7V Design and construction documents as instruments of service are given in -confidence and remain the property. of He'schman Architects, The use c€ this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed w.it-on cons ntof Hersohman Architects, incorporated. Date Issue LL W Z < 00 U) —s fS JE QL 2, p O 23 c 2 e — IF Q 03 F3 15 Gf ui u - z 43 '0 E ffi 0 I N VL 0 1,3 ;i���® %D is -E X Drawn By: Proiect No.: MEW r-L.I-L.M1 srALF- 3/32 I' -Oil HERSCHMAN APCHITPM. GENERAL NOTES I. FOR Y000 BLOCKING REQUIREMENTS, rz,.C. SHALL REFER TO SPECIFICATIONS 2. DIMENSIONS OF KALL5 ARE FROM FIN15HED FACE To FINISHED FACE UNLESS NOTED OTHERWISE. 5. PROVIDE SOUND BATT INSULATION IN ALL KI\LL5 AND CEILIN65 OF EACH OF THE FOLLOWING ROOMS - MENS, NOMENS, LUNCH ROOM, STORE MANACiERS OFFICE, CASH ROOM, COUNT ROOM, DEPARTMENT MANASEFS OFFICE, AND LOSS PREVENTION. 4. ALL PLUMBING ACCESS PANEL LOCATIONS REQUIRED SHALL BE COORDINATED WITH PLUNGING mAmsi, mmur-Ar,TURERs SHOP DRANIN65, AND Des, PI mANArF_F_ 5. 5.r,. SHALL INSTALL FIRE BLOCKING AND DRAFT STOPPING IN COMBU5TIBLE CONCEALED FALL LOCATIONS EVERY 10'-0" o.r,. 50TH HORIZONTALLY $ VERTICALLY AS REQUIRED BY CODE. ro. ALSO REFER TO SHEETS Al2.0 THRU Al2.11 FOR ADDITIONAL REFERENCES TO WALL SECTIONS WALL LEG"END AL50 REFER TO ENLARGED FLOOR PLANS � INTERIOR ELEVATION SHEETS FOR HALL SIZES 9 SECTION TA65 C.M.U. {HALL CONSTRUCTION (REFER TO K6LL 5Er.TlON5 FOR MORE INFORMATION) IyyX G.M.U. WALL CONSTRUCTION ri/ FURRING a &-,PBum BOARD (REFER To WALL SECTIONS FOR -MORE INFORMATION) C.M.U. WALL CONST RUCTION ill FACE BRICK (REFER TO WALL SECTIONS FOR MORE INFORMATION) GYPSUM BOARD $ METAL 5TLV MALL. CONSTRUCTION (REFER To ENLAR6EV FLOOR PLANS FOR NOMINAL WALL THICKNESS) o C) CHAIN LINK FENCE ENCLOSURE LL W Z < 00 U) MEW r-L.I-L.M1 srALF- 3/32 I' -Oil HERSCHMAN APCHITPM. GENERAL NOTES I. FOR Y000 BLOCKING REQUIREMENTS, rz,.C. SHALL REFER TO SPECIFICATIONS 2. DIMENSIONS OF KALL5 ARE FROM FIN15HED FACE To FINISHED FACE UNLESS NOTED OTHERWISE. 5. PROVIDE SOUND BATT INSULATION IN ALL KI\LL5 AND CEILIN65 OF EACH OF THE FOLLOWING ROOMS - MENS, NOMENS, LUNCH ROOM, STORE MANACiERS OFFICE, CASH ROOM, COUNT ROOM, DEPARTMENT MANASEFS OFFICE, AND LOSS PREVENTION. 4. ALL PLUMBING ACCESS PANEL LOCATIONS REQUIRED SHALL BE COORDINATED WITH PLUNGING mAmsi, mmur-Ar,TURERs SHOP DRANIN65, AND Des, PI mANArF_F_ 5. 5.r,. SHALL INSTALL FIRE BLOCKING AND DRAFT STOPPING IN COMBU5TIBLE CONCEALED FALL LOCATIONS EVERY 10'-0" o.r,. 50TH HORIZONTALLY $ VERTICALLY AS REQUIRED BY CODE. ro. ALSO REFER TO SHEETS Al2.0 THRU Al2.11 FOR ADDITIONAL REFERENCES TO WALL SECTIONS WALL LEG"END AL50 REFER TO ENLARGED FLOOR PLANS � INTERIOR ELEVATION SHEETS FOR HALL SIZES 9 SECTION TA65 C.M.U. {HALL CONSTRUCTION (REFER TO K6LL 5Er.TlON5 FOR MORE INFORMATION) IyyX G.M.U. WALL CONSTRUCTION ri/ FURRING a &-,PBum BOARD (REFER To WALL SECTIONS FOR -MORE INFORMATION) C.M.U. WALL CONST RUCTION ill FACE BRICK (REFER TO WALL SECTIONS FOR MORE INFORMATION) GYPSUM BOARD $ METAL 5TLV MALL. CONSTRUCTION (REFER To ENLAR6EV FLOOR PLANS FOR NOMINAL WALL THICKNESS) REFER To SHEET A -1A FOR MALL TYPE INFORMATION AS NOTED CHAIN LINK FENCE ENCLOSURE GENERAL NOTES I. FOR WOOD 13LOCKINO REQUIREMENTS, G.G. SHALL REFER TO 5PECIFIGATION5 2. DIMEN51ON5 OF KALL5 ARE FROM FINISHED FACE TO FINISHED FACE UNLE55 NOTED OTHERAME. 5. PROVIDE SOUND BATT INSULATION IN ALL AALL5 AND CEILINGS OF EACH OF THE FOLLOWING ROOMS - MENS, MMENS, LUNCH ROOM, STORE MANAGER'5 OFFICE, CASH ROOM, COUNT ROOM, DEPARTMENT MANAGER'S OFFICE, AID L055 PREVENTION. 4. ALL PLUMBING ACCESS PANEL LOCATIONS REQUIRED SHALL BE GOORDINATED WITH PLUMBING DRAY41W-75, MANUFACTURER'S SHOP DRAININ65, AND 056 PROJECT MANAGER. 5. G.C. SHALL INSTALL FIRE BLOCKING AND DRAFT STOPPING IN COMBUSTIBLE CONCEALED WALL LOCATIONS EVERY 10'-0" ox- BOTH HORIZONTALLY $ VERTICALLY AS REQUIRED BY CODE. 6. AL50 REFER To SHEETS Al2.0 THRU Al2.q FOR ADDITIONAL REFERENCE5 To WALL SECTIONS WALL LEGEND AL50 REFER TO ENLARGED FLOOR PLANS 4 INTERIOR ELEVATION SHEETS FOR WALL SIZES 4 SECTION TAC75 LILL! ki LIA II Ld-LJLL- fir �'ii�rir G.M.U. WALL CONSTRUCTION W FURRING 4 GYPSUM WARD (REFER TO KA -1L SECTIONS FOR MORE INFORMATION) GENERAL NOTES I. FOR WOOD 13LOCKINO REQUIREMENTS, G.G. SHALL REFER TO 5PECIFIGATION5 2. DIMEN51ON5 OF KALL5 ARE FROM FINISHED FACE TO FINISHED FACE UNLE55 NOTED OTHERAME. 5. PROVIDE SOUND BATT INSULATION IN ALL AALL5 AND CEILINGS OF EACH OF THE FOLLOWING ROOMS - MENS, MMENS, LUNCH ROOM, STORE MANAGER'5 OFFICE, CASH ROOM, COUNT ROOM, DEPARTMENT MANAGER'S OFFICE, AID L055 PREVENTION. 4. ALL PLUMBING ACCESS PANEL LOCATIONS REQUIRED SHALL BE GOORDINATED WITH PLUMBING DRAY41W-75, MANUFACTURER'S SHOP DRAININ65, AND 056 PROJECT MANAGER. 5. G.C. SHALL INSTALL FIRE BLOCKING AND DRAFT STOPPING IN COMBUSTIBLE CONCEALED WALL LOCATIONS EVERY 10'-0" ox- BOTH HORIZONTALLY $ VERTICALLY AS REQUIRED BY CODE. 6. AL50 REFER To SHEETS Al2.0 THRU Al2.q FOR ADDITIONAL REFERENCE5 To WALL SECTIONS WALL LEGEND AL50 REFER TO ENLARGED FLOOR PLANS 4 INTERIOR ELEVATION SHEETS FOR WALL SIZES 4 SECTION TAC75 O.M.U. WALL 60145TR)OTION (REFER TO MALL SECTIONS FOR MORE INFORMATION) fir �'ii�rir G.M.U. WALL CONSTRUCTION W FURRING 4 GYPSUM WARD (REFER TO KA -1L SECTIONS FOR MORE INFORMATION) 6,M.U. WALL CONSTRUCTION W FACE BRICK (REFER TO WALL 5ECTION5 FOR MORE INFORMATION) GYPSUM BOARD 4 METAL STUD WALL GON5TRUOTION (REFER TO ENLARGED FLOOR PLANS FOR NOMINAL WALL THIGKNE55) IX -1 r REFER TO SHEET Aq.q FOR ML TYPE INFORMATION AS NOTED C- -0 CHAIN LINK FENCE ENCLOSURE X&JAI" Design and ronstructigln documents as instruments of service are given in confidence and remain the property of Florschman Architects, The use of this design and these construction documents for purposes other than the specific project named heroin is strictly prohibited without expressed written consent of Hqrsolhinan Architects, Incorporat i ed. i Date, Issue! 01/50/2012 BID/PERMIT --a iz U 1,3 in ta 6 U 2- w -3 'Ur - q) U y E El in 6 .0 U- EL di �eva 61 21-3 13 13 n 6 CJ < Drawn By: P.r"ax Project No,: 15101.00 0 0 z n i i I NO"'ITS I. AS AN ALTERNATE FOR PLA5TIG LAMINATES, THE GENERAL GONTRAOTOR MAY PROVIDE THERMOFU5ED MELAMINE PANEL A5 MFGR'D BY VENDOR #I. ALL PANEL COLORS MUST MATCH TH05E OF THE PLASTID LAMINATE COLORS LISTED IN FIN15H SCHEDULE. ALL PLASTIC LAMINATE5 AND MELAMINE FINISHES ARE MATTE (UNLESS OTHFRAI5E NOTED) 2. SEE DETAILS OF TRAN51TION STRIPS ON SHEET A5.1 5. PAINT ALL EXPOSED SALES FLOOR CEILING AREAS (P-50) IN A FLAT FINISH. ALL EXPOSED DUGTAORK, AIRING, CABLES, ELEGTRIGAL BOXES, ETG., IN THE5E AREAS PAINTED TO MATCH. 4. ALL EDGES OF ALL TRIM BOAR95 AT EDGES OF 5LATAALL THROUGHOUT STORE ARE TO BE PAINTED BLACK. ALL OTHERS TO MATCH FIN15H ON FACE OF TRIM BOARDS. S, INSTALLATION OF 5LATAALL TO ADHERE TO MANUFAGTURER5 REGOMMENDATIONS AND MAINTENANCE 5PEGIFIGATION5. 6. NO COLOR OR MATERIAL 5ELEGTION5 (INGLUDING FLOORING, GARPETING, PAINT, PLA5TIG LAMINATE, METAL FINISHES, ETC.) ARE TO BE 5U55TITUTED AITHOUT PRIOR WRITTEN APPROVAL OF DICK'S. �. REFER TO 5PEGIFIGATION5 FOR PAINT FINI5HE5 OF ALL MATERIALS AND 5URFAGE5, 5. PAINT 2" GREEN STRIPE IN SECONDARY STOCK ROOMS, RECEIVING, GOLF 5TOGK, AND AORKROOM5 ® 12`-0" A.F.F. TO BOTTOM OF STRIPE AROUND ENTIRE PERIMETER. MAIN 5TOCK TO RECEIVE GREEN STRIPE IN 5TORE5 AITH NO GATAALK SYSTEM. REFER TO F-1 FIXTURE PLAN. q. PAINT ALL HALL LOUVERS TO MATCH ADJACENT HALL FIN15HE5. 10. PREPARE EXISTING AND NEA GONGRETE 5LA35 FOR INSTALLATION OF NEA ROOD, RE51LIF-NT TILE, CARPET AND EXP05FO CONCRETE FLOORS. GRIND OFF ALL HIGH SPOTS. FILL ALL LOA SPOTS, HOLES AND GRAGK5 AITH CEMENT -BASED, POLYMER MODIFIED, SELF LEVELING PRODUCT THAT GAN BE APPLIED IN THIGKNE55E5 FROM I/b" AND THAT GAN BE FEATHERED AT ED6E5 TO MATCH ADJACENT FLOOR ELEVATIONS. COMPRE551VE STRENGTH NOT LE55 THAN 4000 P51. favml W,,,- �Im I ROW OF VINYL ROOD PLANK BORDER AROUND ENTIRE PERIMETER OF PAD. ROA5 TO BE STAGGERED. (TYP) \ - VqORK POI N- FOR 5TART OF FIEL TILE FLOG INC. INYL AGIOD PLAN< FIELD FLOG IPTG. ROAS TO B 5T D.l P) FOOTWEAR tIg,E R " O OR # DETAIL CORNER -40 s 8 t A NAME FLOOD BASE CEILING COMMENTS F-5 B-50 GL -2 REFER TO ENLARGED PLANS AND ELEVATIONS REFER TO FLOOR FINISH PLAN 4 INTERIOR ELEVATIONS FOR. FIN15HF-5 )OM (ALL) G -I - - EXPOSED 2" PAINT STRIPE P-54 AT 12'-0" A.F.F. 'K G5 - NO FINISH EXIT ALGOVE DOES NOT RECEIVE PAINT STR 4" TRIM AROUND DOOR FRAME (PL -4I) SALE OVE G-1 5-50 GL -2 SIDE ONLY ' TOGK G5 - F-XP05ED 2" PAINT STRIPE P-54 AT I2'-0" A.F.F. NO FINISH EXPOSED FITTING CENTER !MILL RECEIVE MELAMINE'PANEL5 INTER G-1 6-50 P -SO (FLAT) TO I2' -O" - REFER TO F -I FIXTURE PLAN. z C-I/GS x-50 EXPOSED EXTEND CARPET I' -O" UNDER 51MULATOR FIXTURE. Pw50 (FLAT) AGROVYN REQUIRED ALONG PATH OF TRAY ' V�40 i3-50 GL®I BETAEEN STOCK ROOM AND 5ALE5 FLOOR. V-40 B-50 GL�-I NO GEILING REQUIRED WHEN L.P. 15 LOCATED 'REVENTION) V -4O JS -SO GL -2 IN THE MEZZANINE. NAGER V-40 6-50 GL -I IAGER V-40 B-50 GL -1 'OM V-40 6-50 GL -I 'M V-40 6-50 GL -2 9M V-40 5.50 GL -2 GL -2 REFER TO ENLARGED PLANS T -I BT -I / BT -2 P-10 AND ELEVATIONS GL -2 REFER TO ENLAR.OED PLANS T -I BT -I / IST -2 P-10 AND ELEVATIONS EXPOSED 2" PAINT STRIPE P-54 AT 12'-0" A.F.F. AHEM )OM G5 _ NO FINISH NO GATAALK 5Y5TEM - REFER TO F'11 PLAN. ' CS - EXPOSED 2" PAINT STRIPE P-54 AT 12'-0" A.F.F. NO FINISH GL -2 FRP PANEL (AHITE) BEHIND AND ON SIDE OF V-40 5-50 101-0" STINK CS B-50 - MELAMINE GEILING - 6-0" 7M G5 __ EXPOSED 2" PAINT STRIPE P-54 AT 12'-0" A.F.F. NO FINISH GS B-50 GL -I GL -22 BOOM 0-1 B-50 (1'-8", P-12) GL -22 BOOM 6-1 5-50 (1'-b", P-12)_ EXP05ED, NO G5 - FIN15H EXPO5E9, NO rORAGE 65 wv FIN15H EXPOSED, NO AtL ROOM GS e- FINISH CS B-30 EXPOSED NO FINISH BORDERDETAIL -D4 @ LODGE & FOOTWEAR SaG.ALE; 5/4" = 1'-0" FLOORING INSTALLATION NOTE! L005E LAY THE RED RADIUS TILES TO MAKE SURE IT HITS THE PROPER PLAGE AT PAD ENDS PRIOR TO GLUING DOAN. ONCE THE RADIUS LINE IS INSTALLED, THE FIELD PLANKS GAN BE SGRIBED TO THE RED RADIUS LINE BY USING UNDERSGRIBE5.,w�"' THE FIELD PL,ANK5 MUST BE LAID OUT IN A RANDOM 5TAGGERED PATTERN. DO CENTER A GURVED NOT SET THE PLANK ENDS TILE ON THE PAD ANY CLOSER THAN 6" FROM AIDTH THE ADJACENT PLANK -END. � c� WIDTH F 26'-611 270-6" DETAILPAD D3 UA CURVED TILE BGALE vv, = i, -au ivf A f 4� Design and construction documents as instruments of service are given in confidence and remain the property of Hersc'hman 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 OI/50/201;2 DIP/PER-MIT I i IP UP ® I EL I i i5 0, Q +J u e1B ® 2 L C C C `oPe o J � c � A -, �v REJ-v sa"� E� m 0 a 9EJb'n1,3 -o:n' v d' 0,,d2 U1 60 - ;� 6 6 � €w➢ 42.. n s � E m� _ f3 9 8 C- Drawn By: P.�Ox Project No.: FL, LIC, AR95693 ARCHITECTURAL FINISH FLOOR PLANS AZO mss,. C.G. TO PROVIDE IN, SEISMIG AREAS, PROVIDE 2x6 = - - AALL STUDS TYP, - 2"X4" CONTINUOUS C.G. TO PROVIDE 2"X4" m 1 AT 10'-`1" AFF AND 15-11" AFF ROOD BLOGKING 5URFAC MOUNTED TO 5TUD5 BLOCKING SURFACE - FOR GRAPHIC FRAME A. MOUNTED TO STUDS r COORDINATE "ENDOR #8 FOR z G.G. TO PROVIDE C.G. TO PROVIDE 2x6 STORES A/LOW DECK HEIGHTS. 4444 2x(g HP BLOCKING HALL STUD5 TYIP. WALL 5TUD5, TYP. k) BETWEEN WALL 5TUD5 TYP S 5/5" METAL STUDS G.G. TO PROVIDE 2"X4" 0 0 BLOCKING CONTINUOUS HOOD NOT TO 5CALF— BLOCKING SURFACE � MOUNTED TO 5TUD5 5 5/G" METAL STUDS \ y 1 5/Er" GYP. BOARD C.G. TO PROVIDE BLOGKING BETAEEN WALL=; G.C. TO PROVIDE 2"X4" 4- 5TUD5, TYR _ f CONTINUOUS HOOD -� 2"X4" 2"X4" CONTINUOUS �l BLOGKINC 5URFACE WOOD BLOGKIN6 SURFAG - T - MOUNTED TO 5TUD5 51b" GYP. BOARD ----------- G.G. TO PROVIDE %b 2x6 M BLOGKINC - BETWEEN WALL 5TUD5 TYP. i NOTE: — FOR LOZIER PRODUCTS, GC NEEDS TO ADD 5" TO DIMENSIONS TO ACCOUNT FOR LAST UPRITE. 1 LF -16 LWNOT I i�a's y t; II �dI�rtlkq IL d ,. ��;� ��b��11. I! f` �r 8Ar !4 G.G. TO PROVIDE 2x6 IND BLOCKING BETWEEN WALL 5TUD5 TYP, 5/8" GYP. BOARD C.G. TO PROVIDE_ 2x6 WD BLOCKING BETWEEN WALL 5TUD5 TYP. GRID FIXTURE LF -33 Srl BLOCKING LO+ y `,rti it DC..TAIT,,,G BLOCKING DETAIL G.G. TO PROVIDE 2x6 AD BLOCKING BETWEEN WALL 5TUD5 TYR GOLF f : r "} t_ I I GOL Rr PUTTER ti+ ( r BLOCKING t � r � DETAIL— NOT +A{ " y.., a�1 rr IIC r r C.G. TO PROVIDE 2x6 WD BLOCKING BETWEEN WALL STUDS TYP. C.C. TO PROVIDE 2"X4" CONTINUOU5LOCKIN65 WOOD BLOCKING SURFACE MOUNTED TO 5TU95 G.G. TO PROVIDE 2x� AD BLOCKING BETWEEN IN, SEISMIG AREAS, PROVIDE 2x6 = - - AALL STUDS TYP, WOOD BLOCKING BETWEEN 5TUD5 C.G. TO PROVIDE 2"X4" m 1 AT 10'-`1" AFF AND 15-11" AFF BLOCKING SURFACE - FOR GRAPHIC FRAME A. MOUNTED TO STUDS r COORDINATE "ENDOR #8 FOR C.G. TO PROVIDE 2x6 STORES A/LOW DECK HEIGHTS. 4444 HD BLOCKING BETWEEN HALL STUD5 TYIP. WALL 5TUD5, TYP. a G.G. TO PROVIDE 2"X4" 0 BLOCKING CONTINUOUS HOOD NOT TO 5CALF— BLOCKING SURFACE � MOUNTED TO 5TUD5 5 5/G" METAL STUDS \ y C.G. TO PROVIDE 2x6 WD BLOGKING BETAEEN WALL=; G.C. TO PROVIDE 2"X4" 5TUD5, TYR _ f CONTINUOUS HOOD -� - �l BLOGKINC 5URFACE MOUNTED TO 5TUD5 51b" GYP. BOARD ----------- GOL Rr PUTTER ti+ ( r BLOCKING t � r � DETAIL— NOT +A{ " y.., a�1 rr IIC r r C.G. TO PROVIDE 2x6 WD BLOCKING BETWEEN WALL STUDS TYP. C.C. TO PROVIDE 2"X4" CONTINUOU5LOCKIN65 WOOD BLOCKING SURFACE MOUNTED TO 5TU95 G.G. TO PROVIDE 2x� AD BLOCKING BETWEEN = - - AALL STUDS TYP, C.G. TO PROVIDE 2"X4" m 1 CONTINUOUS ROOD BLOCKING SURFACE - �s c _m MOUNTED TO STUDS r G.C. TO PROVIDE 2x6 4444 HD BLOCKING BETWEEN HALL STUD5 TYIP. m a LODGE FOCAL 0 BLOCKING IL NOT TO 5CALF— C.C. TO PROVIDI 2"xb"X12' HD BLOGKING BETA HALL 5TUD5 Tr r" a*;jr._. 1 r, 1 I , ,s I0i I_... .. ✓� a14 6 r : 4 C.C. TO PROVIDE 2x6 WD BLOCKING BETWEEN HALL 5TUD5, TYP. — 6.6. TO PROVIDE 2x(g WD 6 BLOCKING BETAEEN WALL 5TUD5, IYP. 1 5/6" GYP. BOARD GOLF BWALL 1. ,.a' BLOCKING s,p E..f A P NOT TO SCALE "'I NOTE: --� -h 1• FOR LONER PRODUCTS, CC NEEDS TO ADD 5" TO DIMEN51ON5 TO ACCOUNT FOR LAST UPRITE. FOOTWEAR N BLOCKING DETAIL NOT TO SCALE C?:U. IU t KUVUL OUNIIr 1/2" MIN. THICK PLYW001 SHEET BLOGKING ON HA 5/b" GYP. BOARD OFFICES 'Foil BLOCKING DETAII i ._. ""*LOCATION OF BLOCKING U MUST COORDINATE HITH LOCATION OF G02 TANKS - REFER TO F -I PLAN""" G.G. TO PROVIDE 2x4 WD SURFACE MOUNTED TO WALL, PAINTED P-10 I. I 5,i t O. f,. r � y , 1 I I i t I♦' k' v!�7. ._.�I—NOT TO SCALE J f •7ry D co v 1 CID Cc�p LE Design arid construction documents as instruments of service are given in confidence and remain the property ofFlerschman 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 FIS Ue )1/50/2012 BID/PERMIT W g U vn U C ° as ° -2 E µ 4S B 2 .0 ®meg F Ems° ° Drawn By: P.�Ox Pro iect No.: 15101.00 LEGEND 5YMBOL DE56RIPTION 2'-0" x 4'-o" PLUORF-SGENT FIXTURE 1'-0" x 4'-0" PLUORE5GEN`I' FIXTURE 0 (FITTINry ROOMS; RECESSED IN CASH 4 COUNT ROOMS) i V—O" PLUORE56ENT STRIP FIXTURE, PENDANT MOUNTED UNLESS NOTED OTHERIN15E (IS' -O" A.F.P.) i 4'-0" PLUORE5GENT STRIP FIXTURE, PENDANT MOUNTED UNLESS NOTED OTHERN15E (15'-0" A.P.F.) j- PENDANT MOUNTED HI -BAY LIGHT FIXTURE (REFER TO ELEGTRIGAL) 16-0" A.F.P. _ PENDANT MOUNTED HI -BAY L16HT FIXTURE (W REMOTE BALLAST) REFER TO ELEGTRIGAL, RECE55ED DOANL I C HT (REFER TO ELEGTRIGAL) Q PENDANT MOUNTED DECORATIVE LIGHT (REFER TO ELECTRIGAL) I'X4' 5URFACE MOUNTED VdRAP AROUND FIXTURE (REFER TO ELECTR.I CAL) TRACK LIGHTS, va/ COMPACT FLUORESCENT HEADS. MOUNT BOTTOM OF TRACK ® W -O" A.F.F. (REFER TO ELf OMr.,AL) I'x4" RECE55ED HALL AASH LIGHT FIXTURE (REFER To ELEGTRIGAL) GF-ILING MOUNTED EXIT 516N LIGHT FIXTURE (REFER, TO ELECTRIGAL) SURFACE MOUNTED EXIT 516N AND LIGHTING (REFER TO ELECTRICAL) RECEIVING DOCK. LIGHT (REFER TO ELECTRICAL) EXTERIOR 5ECURIT"i LIGHT FIXTURE. (LOGATED AT ALL EGRE55 DOORS) EXTERIOR MALL MOUNTED LIGHT FIXTURE. (REFER TO ELEGT"RIGAL) EXTERIOR 5EGURITY LIGHT (REFER TO ELECTRICAL) We)" GYPSUM BOARD GFILING PAINTED P-10 UNLESS OTHERK5E NOTED (REFER TO PLAN FOR HI IGHT5) MELAMINE GEILING - ARCHERY RANGE (REFER TO PLAN FOR Hrz1GHT5) 2'-0" x 4'-0" SUSPENDED AGOU5T I GAL GE I L I NO (REFER TO PLAN FOR HEI6HT5) HANG 12'-0" 1 A.F.F. (INSTALLED 15Y VENDOR #I). --GEILING 5URPAGE XXX —CEILING HEIGHT XXX GEILING 1=1N15H or LOCATION 0- er Design and construction doeurnents 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 01/50/2012 BID/PERMIT ® i ss 6 2- 2 g 2 amu_ s� v N m 2h: P�— o� N 20 ° �°-o n Qin m � � � � � vire •� � 0- 0- C N in -e�. kID � bn • 3 E �F c ° s®➢ U efi n9 � < V ® U i 3 i:;,,.: u, :.o -::::2:,"•!'u • i `i �; ®e. LEGEND 5YM130L DE5GRIPTION HEADS. MOUNT BOTTOM OF TRACK ® IFS' -O" A.F.F. 2'-0" x 4'-0" FLUORE5GENT FIXTURE (REFER To ELECTRICAL) 1'-0" x 4'-0" FLUORE50ENT FIXTURE I'x4" RECE55ED TALL AASH LIGHT FIXTURE (FITTING ROOMS; RECESSED IN OA5H 4 COUNT (REFER TO ELECTRICAL) ROOMS) CEILING MOUNTED EXIT 516N LIGHT F=IXTURE 6-0" FLUORESCENT 5TRIP FIXTURE, PENDANT (REFER TO ELECTRICAL) MOUNTED UNLE55 NOTED OTHFRA15E (16-0" A,F.F.) 5URFAGE MOUNTED EXIT 56N ANo LIGHTING 4'-0" FLUORE5CENT STRIP FIXTURE, PENDANT (REFER TO ELECTRICAL) MOUNTED UNLESS NOTED OTHERAI5E (I5 -O" A.F.F.) -- �J PENDANT MOUNTED H I -BAY LIGHT FIXTURE (REFER: TO ELECTRICAL) 16-0" A.F.F. ;f 4 PENDANT MOUNTED HI -BAY LIGHT FIXTURE (w/ REMOTE BALLAST) REFER TO ELECTRICAL 0 RECE55ED DOANL I GHT o (REFER TO ELECTRICAL) p. PENDANT MOUNTED DECORATIVE LIGHT (REFER TO ELECTRICAL) 0 I'X4' 5URFAOE MOUNTED ARAM AROUND FIXTURE (REFER TO ELECTRICAL) 5/11" GYPSUM BOARD GEILING PAINTED P -IO UNLE55 OTHERAI5E NOTED (REFER TO PLAN FOR HE I GHT5) MELAMINE CEILING - ARCHERY RANGE (REFER TO PLAN FOR HEI6HT5) 2'-0" x 4'-0" SU51FIENDED AGOU5TIGAL GEILING (REFER TO PLAN FOR HEIGHTS) 12'-0" I A.F F. (INSTALLED BY VENDOR #I). �GEILING 5URFAOE xxx O—CEILING HEIGHT 3tX% \--CEILING FIN15H or LOCATION (G) ARCHITEC TURAL CEILING PLAN SCALE 3/52" = 1'-0" /j ° 4 � Design and construction documents as instruments of service are given in confidence and remain the property of Herschrnan 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-lerschrnan Architects, Incorporated. Date 17ISS ue 01/30/2012 I3 1 D/PERM I T E (3 rj ® t .i TRACK LIOHT5, w/ COMPACT F=LUORESCENT w HEADS. MOUNT BOTTOM OF TRACK ® IFS' -O" A.F.F. (REFER To ELECTRICAL) I'x4" RECE55ED TALL AASH LIGHT FIXTURE (REFER TO ELECTRICAL) ®I CEILING MOUNTED EXIT 516N LIGHT F=IXTURE � z > �t -- (REFER TO ELECTRICAL) 5URFAGE MOUNTED EXIT 56N ANo LIGHTING (REFER TO ELECTRICAL) RECEIVING DOCK LIGHT �J (REFER To ELECTRICAL) EXTERIOR SECURITY LIGHT FIXTURE. ;f 4 (LOGATED AT ALL EGRE55 DOORS) EXTERIOR HALL MOUNTED LIGHT FIXTURE. F❑ (REFER TO ELEOTRICAL) o EXTERIOR SECURITY LIGHT (REFER TO ELECTRICAL) 5/11" GYPSUM BOARD GEILING PAINTED P -IO UNLE55 OTHERAI5E NOTED (REFER TO PLAN FOR HE I GHT5) MELAMINE CEILING - ARCHERY RANGE (REFER TO PLAN FOR HEI6HT5) 2'-0" x 4'-0" SU51FIENDED AGOU5TIGAL GEILING (REFER TO PLAN FOR HEIGHTS) 12'-0" I A.F F. (INSTALLED BY VENDOR #I). �GEILING 5URFAOE xxx O—CEILING HEIGHT 3tX% \--CEILING FIN15H or LOCATION (G) ARCHITEC TURAL CEILING PLAN SCALE 3/52" = 1'-0" /j ° 4 � Design and construction documents as instruments of service are given in confidence and remain the property of Herschrnan 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-lerschrnan Architects, Incorporated. Date 17ISS ue 01/30/2012 I3 1 D/PERM I T E (3 rj ® t .i Drawn By: Pox t w a c a s. Y= v � z > �t -- �J �Q®��] ;f 4 31 E E Q rd �r ® ate➢ l'` t o-�M1 a a, kk 1k hy� tV , fi 4 S8 6 Drawn By: Pox t w s ' ; �1 p � z > �t -- ;f 4 rd �r E Y l'` t o-�M1 a a, kk 1k hy� tV , fi i I,..• `u scut v2' "Rliit N7 � C4� k rr �' � �' -FG �'S� T \� J l 4�� ,�•, MX k �4„ Rz 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TFL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com A D /—I 1, QA v n ss - C\ W CY) — I I I Ir I- -I- _ — — 1 _ ._ __ . _.. ..... ► _ r� LEGEND SYMBOL DESCRIPTION 2'-0" x 4'-0" FLUORESGENT FIXTURE () o -1 — I' -o" x 4'-0" FLUORESCENT FIXTURE TRACK LIGHTS, W COMPACT FLUORESCENT 5/��� .... • . ;.. D GYPSUM BOARD CEILING ACCE55 PANEL, TO BE LOOKED (CONTRACTOR (FITTING ROOMS; RECESSED IN GASH HEADS. MOUNT BOTTOM OF TRACK @ Ib' -O" A.F.F. (REFER. TO PLAN FOR HEIGHTS) To LOCATE AS REQUIRED FOR AGGE55) COUNT ROOMS) (REFER TO ELECTRICAL) E i b' -O" FLUORESCENT STRIP FIXTURE, PENDANTHVAC SUPPLY DIFFUSER e�`ARCHITECTURAL CEILING MOUNTED UNL�55 NOTED OTHERWISE I x4 REGI=55Ei� @�V,�LL V�1,�54-I LIGHT FIXTURE MELAMINE CEILING w ARCHERY RANGE® (REFER TO MECHANICAL)(REFER TO ELECTRICAL) (REFER TO PLAN FOR HEIGHTS) A3 COORDINAMN PLAN i 4'-0" FLUORESCENT STRIP FIXTURE, PENDANT GEILING MOUNTED EXIT SIGN LIGHT FIXTURE HVAC SUPPLY DIFFUSER SCALE 8/82" I'-0" MOUNTED UNLE55 NOTED OTHERWISE 101 2'-011 x 4•'-O" 5U5PENDED ACOUSTICAL CEILING (REFER TO ELECTRICAL) 2'-0" TO MECHANICAL) PENDANT MOUNTED HI -BAY LIGHT FIXTURE SURFACE MOUNTED EXIT SIGN AND LIGHTING (REFER TO PLAN 1=0R HEIGHTS) -�� HVAC RETURN DIFFUSER (RESER To ELECTRICAL) 16'�O" (REFER TO ELECTRICAL) (REFER TO MECHANICAL) PENDANT MOUNTED HI -BAY LIGHT FIXTURE (w/ RECEIVING DOCK LIGHT (REFER TO ELECTRICAL) �– CEILING SURI'ACE HVAC CONCENTRIC DIFFUSER REMOTE BALLAST) REFER TO ELECTRICAL XXX (REFER. To MECHANICAL) RECESSED DOIgNLIGHT EXTERIOR SECURITY LIGHT FIXTURE, O—CEILING HEIGHT (REFER TO ELECTRICAL) (LOCATED AT ALL EGRE55 DOORS) XXX EXHAUST PAN EXTERIOR WALL MOUNTED LIGHT FIXTURE. \\— GEILING FINISH or LOCATION (REFER To MECHANICAL) WALL MOUNTED LIGHT FIXTURE, AT GOLF. (REFER TO ELECTRICAL) (REFER TO ELECTRICAL) 0(00 `SPRINKLER HEADS O PENDANT MOUNTED DECORATIVE LIGHT 171 EXTERIOR 5EGURITY LIGHT (REFER To FIRE PROTECTION DRAWINGS) (REFER, TO ELECTRICAL) (REFER To ELECTRICAL) I J a = � Design and construction documents as instruments of service are given in confidence and remain the property off-lerschman 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 01/30/2 012 BID/PERMIT �a 4n 6 Q CS O -q 6 � P 0 ci 13 4 91 t9 i7 4r -9 9 ,� c E c E QB � � q s � q c 10 eta q 0➢ ua T5 W E 6 ®'' q vq as R s 6 ®_6 U ata SQL un` cU py € U e q � 3 q _ ua '� a O wUi � Drawn By; p.fc�x Pro iect No.; 15101.00 FL. LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www•herschmanarchitects.com I L I -L, . 1,:. 1_ 1_J_ _..._L. J_.. L._w 1.., i. - - — �2-- 1) 4 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 docurnents 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 W w w ® �V ��� o6�tau ai3 q6 m1 f v E % b a1) y) C 0 43 M -'O I 6 6 4 i ' s 6 6 a � Fav v QL ® en ® `� m. a❑i ¢� E ® s) d9 6 to V s E 93 u g 6 6 LL Drawn By; p•'Fox Project Na,. 15101.00 FL, LIC, AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, 01-1 44128 TE=L (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com 'I al, # 14 A,' f PILASTER II f4S...{_ii-f COPING t�t �� i .,`I f..,r V1 I TI IL L 5r -,ALF- 5" 1'-0" PREPIN15HED ALUMINUM BREAK METAL GOPI NG ON 50# PELTS AND 5/4" PLYAOOD SHEATHING EXTEND FELT OVER PAGE OF V4000 FRAMING 2x TAPERED MOOD FRAMING AND SILL PLATE GONGEALED FASTENED. FADE BRICK, SEE ELEVATIONS METAL STUDS (REFER TO 5TRUGTURAL) 6ONTINUOU5 2x TREATED Y4I NAILER. ANCHORED TO MASONRY. FASTENERS ® APPROX. 18" a.te. (DEPENDING ON MIND ZONE AND LOGAL CONDITIONS) GONTINUOU5 MTL. HOLD-DOY GLIPS A/ FA5TENER5 @ APPROX. 6" O.G. (TYP.) FLASHING MEMBRANE, ADHERED TO 5/4" EXTERIOF GRADE PL 00. SHEETING. a 51 "(±) METAL 1At S1'd D WALL €COPING tw TAIL t, CONTINUOUS 2x TREATED NO. NAILER. ANCHORED TO MASONRY. FASTENERS ® APPROX. 15" ox - (DEPENDING ON RIND ZONE AND LOCAL CONDITIONS) GONTINUOU5 MTL. HOLD -DOPA GLIP5 M/ FASTENERS ® APPROX. 6" O.G. (TY P.) FLASHING MEMBRANE, ADHERED TO MALL. MASONRY WALL COPING DETAIL SCALE 5" = 1'-0" PRE-FINI5HED SHEET MTL. GOPING. (REFER TO ELEVATIONS) FASTEN NAILER TO PLATE AS REQUIRED. CONTINUOUS MTL. HOLO -DOYEN CLIPS w/ FASTENERS @ APPROX, 6" a.r'. (TYP.) EXTEND FLASHING MEMBRANE OVER TOP OF TREATED MD. NAILER 4 SECURE. (TYP) LIGHT GUAGE FRAMING 4 PLATE. (REFER TO 5TRUGTURAL) EXTERIOR GRADE GYPSUM SHEATHING. (TYP.) EXTERIOR INSULATION FINISH SYSTEM w/ I" RIGID INSULATION BD. PRE -FINISHED SHEET MTL. GOPI NO . (REFER TO ELEVATIONS) GOUNTERSINK NUT 4 150LT AS REQUIRED. (TYP.) CONTINUOUS MTL. HOLD-DOYVN GL I PS w/ FASTENERS ® APPROX. 6" a.r. (TYP.) EXTEND PLASHING MEMBRANE OVER TOP OF TREATED YID. NAILER 4 SECURE. (TYP.) LIGHT GUAGE FRAMING 4 PLATE (REFER TO 5TRUGTURAL) EXTERIOR INSULATION FINISH SY5TEM w/ RIGID INSULATION BD. TO MATGH EXISTINC9. PREFINISHED ALUMINUM BREAK METAL GOPING ON 50# FELTS AND 5/4" PLYV4000 5HEATHIN6 EXTEND FELT OVER PAGE OF MOOD FRAMING PIER COPING FRAMING -D12 DETAIL 5GALE 5" = 1'-0" PLAN LAYOUT N.T.5. 7 NO SILL PLATE ✓ I LL.&. ✓ I IlWV I ulY", . "x. 5TRUGTURAL DRA+NIN65 CONGEALED FASTENER FACE BRIGK, SEE ELEVATIONS 6 ' "No -'k � 00 99(0(0 f � s 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 specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Issue 01/30/2012 BID/PERMIT w M cs ® a- ate' � �C 0QL - C ® k u -U u en _ ®��° In U,®°)�o UD Z -� ua 43 VJ � O43 e➢ Drawn By: p fax Pro ieot No.: 15101.00 PIPE PENETRATION (REFER TO PLUMBING) 5PLIGIN65 GEMENT ANY FLEXIBLE PENETRATION SEALANT FLASHING OR PVG BOOT "6005ENEGK" BY OTHERS STAINLESS STEEL HOSE SEALANT UNGU�FD ELASTOFORM FLASHING CLAMP TREATED 1/400D NAILER. PVG 1300T FLASHING — STAINLESS STEEL H05E LAP SEALANT FASTENER CLAMP ALUMINUM TAPE SPLICING GEMENT SPLICING GLMENT FASTENER DATER GUT -OFF MA5TIG BASE FLASHING � z � � BASE SLASHING ROOFING AND ROOFING AND - � RIGID INSULATION RIGID INSULATION R C®0I INSULATION - T _ — - / --- DECK GON5TRUGTION DECK GONSTRUGTION DECK CONSTRUCTION (REFER TO (REFER TO (REFER TO STRUCTURAL) 5TRUGTURAL) 5TRUGTURAL) FLEXIBLE PENETRATION HOT PIPE PENETRATION PIPE PENETRATION D1 DETAIL D2 DETAIL D3 DETAIL 1/411 = 1'-0" N.T.S. N.T.5. (REFER TO PLUMOI NG DRAK NG5) (REFER TO PLUMBING DRAAI NG5) PILASTER II f4S...{_ii-f COPING t�t �� i .,`I f..,r V1 I TI IL L 5r -,ALF- 5" 1'-0" PREPIN15HED ALUMINUM BREAK METAL GOPI NG ON 50# PELTS AND 5/4" PLYAOOD SHEATHING EXTEND FELT OVER PAGE OF V4000 FRAMING 2x TAPERED MOOD FRAMING AND SILL PLATE GONGEALED FASTENED. FADE BRICK, SEE ELEVATIONS METAL STUDS (REFER TO 5TRUGTURAL) 6ONTINUOU5 2x TREATED Y4I NAILER. ANCHORED TO MASONRY. FASTENERS ® APPROX. 18" a.te. (DEPENDING ON MIND ZONE AND LOGAL CONDITIONS) GONTINUOU5 MTL. HOLD-DOY GLIPS A/ FA5TENER5 @ APPROX. 6" O.G. (TYP.) FLASHING MEMBRANE, ADHERED TO 5/4" EXTERIOF GRADE PL 00. SHEETING. a 51 "(±) METAL 1At S1'd D WALL €COPING tw TAIL t, CONTINUOUS 2x TREATED NO. NAILER. ANCHORED TO MASONRY. FASTENERS ® APPROX. 15" ox - (DEPENDING ON RIND ZONE AND LOCAL CONDITIONS) GONTINUOU5 MTL. HOLD -DOPA GLIP5 M/ FASTENERS ® APPROX. 6" O.G. (TY P.) FLASHING MEMBRANE, ADHERED TO MALL. MASONRY WALL COPING DETAIL SCALE 5" = 1'-0" PRE-FINI5HED SHEET MTL. GOPING. (REFER TO ELEVATIONS) FASTEN NAILER TO PLATE AS REQUIRED. CONTINUOUS MTL. HOLO -DOYEN CLIPS w/ FASTENERS @ APPROX, 6" a.r'. (TYP.) EXTEND FLASHING MEMBRANE OVER TOP OF TREATED MD. NAILER 4 SECURE. (TYP) LIGHT GUAGE FRAMING 4 PLATE. (REFER TO 5TRUGTURAL) EXTERIOR GRADE GYPSUM SHEATHING. (TYP.) EXTERIOR INSULATION FINISH SYSTEM w/ I" RIGID INSULATION BD. PRE -FINISHED SHEET MTL. GOPI NO . (REFER TO ELEVATIONS) GOUNTERSINK NUT 4 150LT AS REQUIRED. (TYP.) CONTINUOUS MTL. HOLD-DOYVN GL I PS w/ FASTENERS ® APPROX. 6" a.r. (TYP.) EXTEND PLASHING MEMBRANE OVER TOP OF TREATED YID. NAILER 4 SECURE. (TYP.) LIGHT GUAGE FRAMING 4 PLATE (REFER TO 5TRUGTURAL) EXTERIOR INSULATION FINISH SY5TEM w/ RIGID INSULATION BD. TO MATGH EXISTINC9. PREFINISHED ALUMINUM BREAK METAL GOPING ON 50# FELTS AND 5/4" PLYV4000 5HEATHIN6 EXTEND FELT OVER PAGE OF MOOD FRAMING PIER COPING FRAMING -D12 DETAIL 5GALE 5" = 1'-0" PLAN LAYOUT N.T.5. 7 NO SILL PLATE ✓ I LL.&. ✓ I IlWV I ulY", . "x. 5TRUGTURAL DRA+NIN65 CONGEALED FASTENER FACE BRIGK, SEE ELEVATIONS 6 ' "No -'k � 00 99(0(0 f � s 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 specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Issue 01/30/2012 BID/PERMIT w M cs ® a- ate' � �C 0QL - C ® k u -U u en _ ®��° In U,®°)�o UD Z -� ua 43 VJ � O43 e➢ Drawn By: p fax Pro ieot No.: 15101.00 GALV. STRAP, CLAMP SLEEVE TIGHT 6A5 PIPE (PAINTED SAFETY YELLOW) PIPE SUPPORT (REFER TO PLUMBING) EXTRA LAYER ROOF MEMBRANE ROOFING AND RIGID INSULATION GAS P N SUPPORT � O Y,, _I. r 3t ria. s t ' ' dam 5+ k ,k .gyp � (REFER TO FLUMBINO DRAAIN65) a DECK CONSTRUCTION (REFER TO STRUGTURAL) GONT. 2x THREADED WOOD NAILER. ANCHOR TO MASONRY. \ FASTENERS APPROX. Ib" O.G. DEPENDING ON WIND ZONE AND LOCAL GONDITIONS-) DONT. METAL HOLD DOWN GLIP WITH FASTENERS 6" O.G. TYPIGAL------ EXTEND FLASHING MEMBRANE OVER TOP OF TREATED WOOD NAILER AND SECURE TYPICAL. TURN UP CORNER OF PREFINISHED SHEET METAL COPING REFER TO ELEVATIONS. GONT. 2x TREATED WOOD NAILER. ANCHOR TO MASONRY. - t)Y `R LAP ROOF MEMBRANE '~— EIF5 BEYOND ; PREFINISHED SHEET METAL COPING. REFER TO ELEVATIONS. COUNTERSINK NUT AND BOLT AS REQUIRED.. GONT. MTL. HOLD DOWN GLIB WITH FASTENERS 6" O.C. (TYP.) FLASHING MEMBRANE ADHERED TO WALL. 0' EXTERIOR GRADE GYPSUM SHEATHING ROOF COPING AT CANOPY END D4 DETAIL 50ALE 1 1/2" = 1'-0" - NEOPRENE f A25 NOTE: TOP OF CURB TO BE LEVEL ALL FOUR SIDES. WOOD BLOCKIN6 FURNISHED W/ CURB < tL s� z < D_ IL RI610 INSUL. BY CURB MF6. W BURGLAR BARS ON OPENINGS LARGER THAN 12" (TYP. - �- REFER TO MECHANICAL) STL. ANGLE CURB SUPPORT. (REFER TO STRUCTURAL) HVAC CUR DETAIL N.T.S. EIFS OVER RIGID INSULATION (REFER TO SPECIFICATION) READ OF FRONT 516N LIGHT GAUGE METAL FRAMING SYSTEM, 15. GA. 6" STUDS AT 16" O.G. UNLE55 SHOWN OTHFRY415E ON STRUCTURAL D WINGS. __ -- 20 GAU6E FURRING GHANNELS, AT --`� 12" G.G. ACRO55 THE BOTTOM OF CANOPY SUPPORT SYSTEM. SEALANT AND BACKER R025 EIFS OVER RI61D INSULATION (REFER TO SPECIFICATION) ANGLE BRACE @ JO15T SPA( I NG, STL. ANGLE UNIT FRAME NEOPRENE NASHERS SPACERS ANCHOR SCREWS MEMBRANE FLA5HIN6 HELD FLANGE TO ROOFING MEMBRANE — ROOFING AND RIGID INSULATION DECK CONSTRUCTION (REFER TO STRUCTURAL) DETAIL OF CANOPY BOTTOM CORNER D9 (HURRICANE) 50A,L.E 5" = 1'-0" 1t y ryy t Design and construction docurnents as instrurnents of service are given in confidence and remain the property of HersChrnan Architects. The use of this design and these construction docurnents for purposes other than the specific project earned herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Issue 01/50/2012 E311WPERNI I T �a Ul ® �$ ® 4� S fl +a U V 3 ey; �j � 9➢ Qi 6Y] L .ao 8 U 6S 2 D C U � gay -6 n `� Cr ® 6.. 9 ��sE6o 9- g E� v ® � 'n _ Ul U s 6 U Drawn By; p.fOx Project No 15101.00 FL, LIC, AR95693 25001 RMERY ROAD, SUITE 400 CLEVELAND, OH 4412£3 TEL (216) 223-3200 FAX (215) 223-32.10 www.herschmanarchitects.com ROOF MOTES & DETAILS r 211 rti-All Oil 111 (21-411 ROUGH OPN'6 ROUGH OPN'6 jy II HEAD H-� A5.1 \ti 211 _ — -O rill \ NO. I / ROUGH OPN'6 I� r r R.O. TYPE R.O. / G LOT —LtaS� I - �i lu REQUIREMENTS) Tj T. 5- T; ------- ALUM./OLA55 141-0" x 1'-011 (PAGKA6E) ALUM. J-5 FIELD VERIF t'_�yl<� I n l I INFRARED 5EN50R OPERATED AUTOMATIG 5AING OR DOUBLE SLIDERS _ SEE NOTE #4, #15, #16, #18 "EXIT" STOREFRONT / VESTIBULE A ALUM./67LA55 141-011 x 11-oll (PACKAGE) ALUM. J-5 ALUM. H-5 I "EXIT" U 100c VESTIBULE B - DIMEN51ON5.\ 61-611 x 1'-0" (PACKAGE) ALUM. J-5 y H-5 _ FRAMINGAL IOOc 1010 TEAM 5PORT5/5ALE5 EXIT G HOLLOW METAL (2) 31-011 x 1'-0" x 1 5/4" H. MTL. J-4 H. MTL. H-4 5.5 � NOTES #2, #5, #5, #6 (4" HEAD) "EXIT" 1010 101c FITTING ROOM lu W000 -__ J (��, _ __ ®- __ � - ✓ NOTES #14, #11, #21 _ Ory- -� 101e v`x/. FITTING ROOM / / WOOD 3'-011 x 1'-O" x 1 5/411 � � / __ ®- __ 15 NOTES #14, #11, #21 IOId IOIe FITTING ROOM 6 WOOD 51-0" x7' -O" x 1 5/41' __ __ -- t, -It 15 �q®� NOTES #14, #11, #21 "ACCESSIBLE" ��/ IOIf FITTING ROOM 6 W000 51-/yll x 11-O" x 15/4" 15 NOTES #14, #11, #21 IOIf tc GOLF STOCK: G x , H. MTL. GATE 5TILE DOOR H. MTL. H-5 a ____ 102 102ci GOLF ALCOVE -- ____ 51-611 x 11 -Oil H. MTL. J-6 H. MTL. H-6 18 r.� u 102a IO2b FITNE55 STOCK G HOLLOW METAL II x 11-011 x 1 5/411 41-0 PLT \ J-2 H. MTL. H-2 q.2 -__- IO2b 1050 RE5TROOM CORRIDOR -- -_a_ 51-811 x 11-011 H. MTL. J-6 H. MTL. H -(q 18 FRAMED OPENING "RE5TROOM5" 105ea 105b OFFICE CORRIDOR G HOLLOW METAL 51-0" x -yl-O" x 15/4" H. MTL. J-5 H.MTL. H-5 4 ---- "OFFICES" 10519 105c CORRIDOR EXIT G HOLLOW METAL (2) 5'-0" x 11-011 x 1 3/4" H. MTL. J-4 H. MTL. H-4 3.2 NOTES #2, #5, #5, 49 (411 HEAD) ROUGH OPN'6 ROUGH OPN'6 jy II HEAD H-� A5.1 \ti l r r J -Err \ b'-011 ROUGH OPN'6 iD �qq DL _ Q — - EMERGENGY BREAKOUT ON BOTH 5HIN57 OUT INTERIOR DOOR FAGE5 TO BE MIN. 16 CSA. 5%. INTERIOR DOOR FAGE5 TO BE MIN. 16 GA. 5TL. PANEL5 AND SLIDING DOORS, TYP. ON DOORS #IOOca. OAALUMINUM SLIDIN6 DOORS E03 ALUMINUM DOORS OG H.M. POOP. 4 FRAME (�) HALF LITE H.M. DOOR DU L -Ar T1 NCS DOORS GO I L I NG 5EV I E DOOR NOTES NOTE5 NOTESM I. EXTERIOR DOOR UNIT TO MATCH D56 _ CLEAR ANODIZED DOOR UNIT. I. SEE HEAD DETAIL FOR FRAME SIZE. EXTERIOR HARTFORD GREEN. 2. DOORS THAT REQUIRE DOOR 5PY5: MOUNT NOTES 2. INTERIOR DOOR UNIT TO BE CLEAR ANODIZED (1) AT 42" AFF AND (1) AT 60" AFF; REFER 1. 5EE 5PEGIFI6ATION5 FOR GLAZING TO DOOR HARDWARE SCHEDULE. REQUIREMENTS. BI -®I1 2ll 1 11 - G oNO0D Doo d a1 SGA,LE 1/4" = I'—a" P 211 ROUGH OPNIN6 211 2„ ROUGH OPN'6 211 - 41-11 SEE 51-011 51-011 51-011 R.Q.k/SIGHED. ��FULJ LITE ALUM. a Q FULLLTE ALUM. DOOR H.M. DOOR FRAME G LV. GHAIN FULL,LITE UM. OR w/ SIDELITE AIN Oil FRAMING LINK GATE NOTES NOTES NOTES I. SEE 5PECIFICATION5 FOR GLAZING 1. 5EE 5PECIFIGATION5 FOR 6LAZIN6 I. SEE SPEGIFIGATIONS FOR GLAZING REQUIREMENTS. REQUIREMENTS. REQUIREMENT5. TO z9 1/4'' TEMPERED GLAZIN6 PANEL 211-411 �I®All ROUGH OPN'6 T EQUAL EQUAL EQUAL, EQUAL --Lr 11 SOAL.E: 1/411 u 1 1-o u 41-0 11 ° ALUM 0 D_ / -A RA -A / GLAZ / GLA re� F.Lxu/-AL Vv LU X19 ROUGH OPN'6 6 R HEAD H-� A5.1 \ti l r r J -Err \ NO. r r r r TYPE I� r r MAT'L TYPE 2" ALUMINUM / 9 LOT —LtaS� I - �i lu REQUIREMENTS) Tj T. 5- T; Oi ALUM./OLA55 141-0" x 1'-011 (PAGKA6E) ALUM. J-5 FIELD VERIF t'_�yl<� ��FULJ LITE ALUM. a Q FULLLTE ALUM. DOOR H.M. DOOR FRAME G LV. GHAIN FULL,LITE UM. OR w/ SIDELITE AIN Oil FRAMING LINK GATE NOTES NOTES NOTES I. SEE 5PECIFICATION5 FOR GLAZING 1. 5EE 5PECIFIGATION5 FOR 6LAZIN6 I. SEE SPEGIFIGATIONS FOR GLAZING REQUIREMENTS. REQUIREMENTS. REQUIREMENT5. TO z9 1/4'' TEMPERED GLAZIN6 PANEL 211-411 �I®All ROUGH OPN'6 T EQUAL EQUAL EQUAL, EQUAL --Lr 11 SOAL.E: 1/411 u 1 1-o u 41-0 11 ° ALUM 0 D_ / -A RA -A / GLAZ / GLA re� F.Lxu/-AL Vv LU X19 ROUGH OPN'6 6 R HEAD H-� A5.1 REMARKi5 l r r J -Err \ NO. r r r r TYPE I� r r MAT'L TYPE 2" ALUMINUM / 9 LOT MA I - lu REQUIREMENTS) FIRST FLOOR T. 5- T; A ALUM./OLA55 141-0" x 1'-011 (PAGKA6E) ALUM. J-5 FIELD VERIF t'_�yl<� I n l I INFRARED 5EN50R OPERATED AUTOMATIG 5AING OR DOUBLE SLIDERS _ SEE NOTE #4, #15, #16, #18 "EXIT" STOREFRONT / VESTIBULE A ALUM./67LA55 141-011 x 11-oll (PACKAGE) ALUM. J-5 ALUM. H-5 I "EXIT" ®® 100c VESTIBULE B - DIMEN51ON5.\ 61-611 x 1'-0" (PACKAGE) ALUM. J-5 y H-5 _ FRAMINGAL IOOc 1010 TEAM 5PORT5/5ALE5 EXIT G HOLLOW METAL (2) 31-011 x 1'-0" x 1 5/4" H. MTL. J-4 H. MTL. H-4 5.5 NOTES #2, #5, #5, #6 (4" HEAD) "EXIT" 1010 101c FITTING ROOM 6 W000 5-011 x 11-0" x 1 5/4" -- __ ®- __ 15 NOTES #14, #11, #21 "ACCESSIBLE" 101e v`x/. FITTING ROOM 6 WOOD 3'-011 x 1'-O" x 1 5/411 ly __ ®- __ 15 NOTES #14, #11, #21 IOId IOIe FITTING ROOM 6 WOOD 51-0" x7' -O" x 1 5/41' __ __ -- t, -It 15 CHAIN LINK NARROA NOTES #14, #11, #21 "ACCESSIBLE" - t__! IOIf FITTING ROOM 6 W000 51-/yll x 11-O" x 15/4" 15 NOTES #14, #11, #21 IOIf tc GOLF STOCK: G x , H. MTL. GATE 5TILE DOOR H. MTL. H-5 a ____ 102 102ci GOLF ALCOVE -- ____ 51-611 x 11 -Oil H. MTL. J-6 H. MTL. H-6 18 r.� u 102a IO2b FITNE55 STOCK G HOLLOW METAL II x 11-011 x 1 5/411 41-0 PLT \ J-2 H. MTL. H-2 ��FULJ LITE ALUM. a Q FULLLTE ALUM. DOOR H.M. DOOR FRAME G LV. GHAIN FULL,LITE UM. OR w/ SIDELITE AIN Oil FRAMING LINK GATE NOTES NOTES NOTES I. SEE 5PECIFICATION5 FOR GLAZING 1. 5EE 5PECIFIGATION5 FOR 6LAZIN6 I. SEE SPEGIFIGATIONS FOR GLAZING REQUIREMENTS. REQUIREMENTS. REQUIREMENT5. TO z9 1/4'' TEMPERED GLAZIN6 PANEL 211-411 �I®All ROUGH OPN'6 T EQUAL EQUAL EQUAL, EQUAL --Lr 11 SOAL.E: 1/411 u 1 1-o u 41-0 11 ° ALUM 0 D_ / -A RA -A / GLAZ / GLA re� F.Lxu/-AL Vv LU X19 NOTE: MULLION GOVER5 TO MATCH 056 -EXTERIOR HARTFORD GREEN ON EXTERIOR ONLY. NOTE: ALL GURTAINAALL 5Y5TEM5 BY VENDOR # 10 4 VENDOR #20 NOTE: ALL GURTAINAALL SHALL BE IMPACT RE515TANT GLAZED O MALL EN7RANGE ALUMINUM SfiOREFRONT SYSTEM 2 GLAZIiVC, UNITS nT= I" INSULATED TEMPERED GLARING PANEL SCALE 1/4" ® 11-011 NOTE: MULLION GOVERS TO MATCH 056 -EXTERIOR HARTFORD GREEN ON EXTERIOR -ONLY. NOTE: ALL STOREFRONT 5Y5TEM5 BY VENDOR # 10 4 VENDOR #20; REFER TO DETAIL P/A5.1 FOR FRAMING DETAILS MELF 9 ROUGH OPN'G ROUGH OPN'6 6 R HEAD H-� A5.1 REMARKi5 l r r J -Err \ NO. r r r r TYPE I� r r MAT'L TYPE MAT'L TYPE 9 LOT MA I - lu REQUIREMENTS) FIRST FLOOR T. 5- T; A ALUM./OLA55 141-0" x 1'-011 (PAGKA6E) ALUM. J-5 P -1 I A 1 1411w�sal I n l I NOTE: MULLION GOVER5 TO MATCH 056 -EXTERIOR HARTFORD GREEN ON EXTERIOR ONLY. NOTE: ALL GURTAINAALL 5Y5TEM5 BY VENDOR # 10 4 VENDOR #20 NOTE: ALL GURTAINAALL SHALL BE IMPACT RE515TANT GLAZED O MALL EN7RANGE ALUMINUM SfiOREFRONT SYSTEM 2 GLAZIiVC, UNITS nT= I" INSULATED TEMPERED GLARING PANEL SCALE 1/4" ® 11-011 NOTE: MULLION GOVERS TO MATCH 056 -EXTERIOR HARTFORD GREEN ON EXTERIOR -ONLY. NOTE: ALL STOREFRONT 5Y5TEM5 BY VENDOR # 10 4 VENDOR #20; REFER TO DETAIL P/A5.1 FOR FRAMING DETAILS MELF 9 ROUGH OPN'G H- Dq - HEAD HARDWARE SET NO. A5.1 REMARKi5 l r r J -Err \ NO. r r r r TYPE I� r r MAT'L TYPE MAT'L TYPE LOT '1 5 1-2 11 51-011 51-211 ACGE55 DOOR0 i/ d 6 DISPLAY I NOS! ALUMINUM GUP,T, I NLL SYSTEM NOTES 1. COLOR TO MATCH 056 HARTFORD GREEN 3D' -D" � ROUGH OPN'6 - VERIFY A/51TE 5PECIFIC 006UMENT5' VI 0•.I z HA k a s. r 4 I, ^Ll II 56ALE. 1/4" I' -a" > DOOR AND FRAME SCHEDULE POOP, JAMB HEAD HARDWARE SET NO. RATING REMARKi5 INTERIOR SIGNAGE (REFER TO ADA.OFOR MOUNTING NO. NO. LOCATION TYPE MATERIAL SIZE MAT'L TYPE MAT'L TYPE REQUIREMENTS) FIRST FLOOR 1000 VESTIBULE A ALUM./OLA55 141-0" x 1'-011 (PAGKA6E) ALUM. J-5 ALUM. H-5 I INFRARED 5EN50R OPERATED AUTOMATIG 5AING OR DOUBLE SLIDERS _ SEE NOTE #4, #15, #16, #18 "EXIT" 1000 IOOb VESTIBULE A ALUM./67LA55 141-011 x 11-oll (PACKAGE) ALUM. J-5 ALUM. H-5 I "EXIT" 10019 100c VESTIBULE B ALUM./6LA55 61-611 x 1'-0" (PACKAGE) ALUM. J-5 ALUM. H-5 I IOOc 1010 TEAM 5PORT5/5ALE5 EXIT G HOLLOW METAL (2) 31-011 x 1'-0" x 1 5/4" H. MTL. J-4 H. MTL. H-4 5.5 NOTES #2, #5, #5, #6 (4" HEAD) "EXIT" 1010 101c FITTING ROOM 6 W000 5-011 x 11-0" x 1 5/4" -- __ ®- __ 15 NOTES #14, #11, #21 "ACCESSIBLE" 101e IOId FITTING ROOM 6 WOOD 3'-011 x 1'-O" x 1 5/411 __ __ ®- __ 15 NOTES #14, #11, #21 IOId IOIe FITTING ROOM 6 WOOD 51-0" x7' -O" x 1 5/41' __ __ -- -® 15 NOTES #14, #11, #21 "ACCESSIBLE" 101e, IOIf FITTING ROOM 6 W000 51-/yll x 11-O" x 15/4" 15 NOTES #14, #11, #21 IOIf 102 GOLF STOCK: G HOLLOW METAL 51_10" x 11-0" x 1 5/4" H. MTL. J-5 H. MTL. H-5 a ____ 102 102ci GOLF ALCOVE -- ____ 51-611 x 11 -Oil H. MTL. J-6 H. MTL. H-6 18 FRAMED OPENING 102a IO2b FITNE55 STOCK G HOLLOW METAL II x 11-011 x 1 5/411 41-0 H. MTL. J-2 H. MTL. H-2 q.2 -__- IO2b 1050 RE5TROOM CORRIDOR -- -_a_ 51-811 x 11-011 H. MTL. J-6 H. MTL. H -(q 18 FRAMED OPENING "RE5TROOM5" 105ea 105b OFFICE CORRIDOR G HOLLOW METAL 51-0" x -yl-O" x 15/4" H. MTL. J-5 H.MTL. H-5 4 ---- "OFFICES" 10519 105c CORRIDOR EXIT G HOLLOW METAL (2) 5'-0" x 11-011 x 1 3/4" H. MTL. J-4 H. MTL. H-4 3.2 NOTES #2, #5, #5, 49 (411 HEAD) "EXIT" 105c 101 L055 PREVENTION G HOLLOW METAL 5'-0" x 1'-O" x 15/4" KD J_5 KD H-5 6 _-__ 101 108 STORE MANAGER G HOLLOW METAL 5-011 x 1'-0"x 1 5/4" KD J-5 KD H-5 6 ---- "STORE MANAGER" 106 IOq DEPARTMENT MANAGER G HOLLOW META!_ 31-011 x 11_0" x 15/411 KD J--5 KD H-3 6 ---_ "DEPARTMENT IOg 110 BREAK ROOM-- -.-_ 51-0" x 11-®1I KD J-6 KD H-6 18 FRAMED OPENING 110 III GASH ROOM G HOLLOW METAL 51-0" x 11-O" x 1 5/4" KD J-3 KD H-5 q.1 ---- III 112 COUNT ROOM G HOLLOW METAL 5'-0" x 11_O" x 1 5/4" KD J-5 KD H-5 X1.1 -___ 112 115 WOMEN'S TOILET ROOM G HOLLOW METAL 3'-0" x 11-0" x 1 5/4" H. MTL. J-5 H. MTL. H-5 5, NOTE #8 "WOMEN11 115 114 MEN'S TOILET ROOM G HOLLOW METAL 5'-011 x'7I-011 x 1 5/4" H. MTL. J-5 H. MTL. H-5 5 NOTE #b "MEN" 114 1150 STOCKROOM E H16H IMPACT w/ /P (2) 51-011 x 0-011 x 1 5/411 H. MTL. J-6 H. MTL. H-6 18.1 POLY GORE, NOTES #1 115 1151 STOCKROOM E H16H IMPACT w/VP (2) 31-011 x 11-011 x 1 5/411 H. MTL. J-6 H. MTL. H-6 18.1 POLY GORE, NOTES #1 115 1160 REGEIVIN6 F ROLLING STEEL 8'-0" x q'-011 5EE 5HEET A1.1 5.5 ---- 1160 I lbb OPEN I Ibb 116c TRASH COMPACTOR K HOLLOW METAL 51-511 x 31_51' H. MTL. J-4 SIM.1164 H. MTL. H-4 11 1 1/2 HR. NOTES #q, #II 116c I l bd OPEN 116e 5TOGKROOM/EXIT G HOLLOW METAL 5-0II x 11-O" x 1 5/4" H. MTL. J-4 H. MTL. H-4 10 NOTE5 #5, #5, #6 (411 HEAD) "EXIT" Ilbe Ili FOOTWEAR/5TOCKROOM G HOLLOW METAL 51-011 x 11-O" x 1 5/4" H. MTL. J_2 H. MTL. H-2 4 _--- Ili 118 JANITOR (NOT USED) G HOLLOW METAL 5'-011 x T-0" x 1 5/4" H. MTL. J-5 H. MTL. N-5 6 NOT USED 116 Ilq GORRIDOR/5TOGK E HIGH IMPACT vVVP 51-0" x 1'-10" x 1 5/4" H. MTL. J-6 H. MTL. H-6 18.1 POLY GORE, NOTES #I Ilg 120 ARCHERY H ALUM. 51-otl x 11-0" x 15/411 ALUM. J-1 ALUM. H-1 2 NOTE #20 1.20 121 WORK ROOM G HOLLOW METAL 51-011 x -P-O" x 1 5/4" H. MTL. J-3 H. MTL. H-5 q _-_- 121 122 WORK SHOP J ALUM. 51-0" x 11-0" x 1 5/4" ALUM. J -I ALUM. H -I 2 NOTE #20 122 123 D15PLAY ®- ALUM./6LA55 21P" x 1'-1" SEE SHEET A1.0 15 NOTE #20, STOREFRONT MANUF. 125 124 , D15PLAY -- ALUM./6LA55 21-811 x 11-111 SEE SHEET A1.0 15 NOTE #20, STOREFRONT MANUF. 124 125 MALL ENTRANCE N SEE SHEET Al2.4 -- 125 126 ELEVATOR �- -- 126 x121 ELEVATOR EQUIPMENT ROOM _- EXISTING DOOR 5'-011 x 1'-0" x 1 3/41, __ _- 121 xl28ca STOCK ROOM E6RE55 EXI5TINO DOOR 5'-0" x 11-0" x 15/4" 5.4 -- NOTES #5, #5, #6, #22 1280 xl28b STOCK ROOM EGRESS -- EXISTING DOOR 5'-0" x 11-0" x 1 5/411 3.4 NOTES #5, #5, #6, #22 12819 xl28c STOCK ROOM EGRESS EXISTING DOOR 31_011 x 1'-0" x 1 5/4" 5.5 NOTES #5, #5, #6, #22128e xl2q a GOLF E6RES5 -- EXISTING DOOR 31-0" x'1'-O`x 1 5/4" 5.4 NOTES #5, #5, #6, #22 12g0 xl2gb GOLF EGRESS -p EXI5TIN6 DOOR 11 31-011 x T-011 x 1 3/4 5.5 - NOTES #5, #5, #6, #22 12gb x1304 EXIST CORRIDOR -- EXISTING DOOR 5-0" x 1'-O" x 1 5/4" 5.4 -- NOTES #5, #5, 49, #22 1500 x130b EX15T CORRIDOR -- EXISTIN6 DOOR 51-011 x 11-0" x 15/411 5.4 -- NOTES #5,5, #6, #22 15019 A51 ELEVATOR EQUIPMENT ROOM -- EXISTING DOOR 51-0" x 1'-0" x 1 5/411 -- -_ NOTES #3, #5, #6, #22 151 x152- LOWER EX15T CORRIDOR -- EXISTING DOOR 51 -CII x 1'-0" x 1 5/4" 3.5 -- NOTES #5, #5, #6, #22 152 x152b LOWER EX15T CORRIDOR -- EXISTING DOOR 51011 x 11_0" x 1 5/4" 5.5 -- NOTES #5, #5, #6, #22 15219 201 SECURE 5TOGK L CHAIN LINK. 41-011 x 11®0" 12.0 ---- 201 202 ELEGTRIGAL ROOM L CHAIN LINK 41-011 x 81-011 _v 11 NOTE #Ig 202 205 DATA/AV R00M G HOLLOW METAL 5-0" x 1'-O" x 1 5/4" KO J-5 KD H-3 16 ---- "AV ROOM" 205 RHI -DOOR NOTES:, ALL DOOR & HARDWARE BY VENDOR #4 UNLESS NOTED I. DOOR TO BE PROVIDED WITH IED° 5WIN6 HARDWARE AND "TEARDROP" IMPACT BUMPERS (TYP. BOTH SIDS OF DOORS). ALL DDDR HARDWARE BY DDDR MFGR. 10. HARDWARE SUPPLIER 15 TO PROVIDE A PADLOCK FOR THE ROOF HATCH, OVERHEAD DOOR, AND GATED FENCE. GOOR0INATE KEYING WITH DICKS SPORTING GOODS. 2. ODOR TO HAVE ELECTRONIC DELAYED EGRESS PANIC DEVICE A5 ALLOWED PER CODE (IBC SECTION I005.I.P.b). II. FRAME LOCATION FLUSH WITH INSIDE WALL (COMPACTOR DOOR HA5 IPO° SWING) DEVICE TO BE HARDWIRED AND TIED INTO FIRE ALARM 5Y5TEM. DOOR TO HAVE 15 SEGOND DELAY. P05T 516NA6E AS REQUIRED STATING THUS: "PUSH UNTIL ALARM SOUNDS. DOOR CAN BE OPENED IN 15 5EGON05." 12. FINAL KEYING BY DICK'S 5PORTING GOODS. 5. DOOR INDICATED A5 EXIT DOOR, PROVIDE ALL NECESSARY PANIC HARDWARE 4 ALARMED 15. ALL HARDAARE SHALL BE HANDICAP AGCE55115LE. EXIT UNITS (A5 PER 5PEGIFIGATION5) 4. AUTOMATIC SLIDE DOOR MF6R. TO PROVIDE ALUMINUM THRESHOLD ADA APPROVED WITH SLIDE 14. PROVIDE LOOK SETS AT ALL FITTING ROOM DOORS. (A5 PER SPEGIFIGATION5) DOOR ASSEMBLY. DOOR CONTRACTOR TO INSTALL. 5. METAL THRESHOLDS FOR PERIMETER WALL EXIT DOORS 5HALL BE ALUMINUM, WEATHER I,. DDDR IS INFRARED SENSOR OPERATED AUTOMATIC SWING DR DOUBLE SLIDERS. SEE NOTE # 4. RE515TANT, AND A.D.A. COMPLIANT (A5 PER 5PECIFIGATION5) I6. DOOR ROUGH OPENING INGLUDE5 AUTOMATIC OPERATOR5. ACTUAL DOOR HEIGHT 15 i'-011 HIGH. 6• INSULATED DOOR W PERIMETER WEATHER STRIP. (AS PER SPECIFICATIONS) 11. DOORFRAME 15 5'-011 X 6-0". WOOD DOOR 15 HUNG AT 12" AFF. T. G.G. To ADJUST CLOSERS ON ALL INTERIOR DOORS TO A MAXIMUM OPENING FORGE OF 5 L155. IP. DOOR HARDWARE PROVIDED BY VENDOR #20. FUNCTION: TO BE KEY -LOCKED EXTERIOR, ALWAYS UNLOCKED INTERIOR ADJUST GLo51N6 5PEED 50 THAT THE TIME FOR THE DOOR TO MOVE FROM qO0 TO 12° FROM THE LATCH 15 NOT LESS, THAN 5 5EGON05. 1q. DOOR REQUIRED TO HAVE PANIC, HARDWARE A5 REQUIRED BY NEC, CODE. REFER TO 5PEGIFIGATION5. P. UNDERCUT DOOR BY I IN. 20. DOOR HARDWARE PROVIDED BY VENDOR #10. FUNGTION: TO BE KEY -LOOKED EXTERIOR, ALAAY5 UNLOCKED INTERIOR q. COORDINATE 51ZE AND 5PEGIFICATION5 WITH GOMPAGTOR MANUFACTURER. DOOR TO HAVE 21. DOOR TO BE PAINTED P-34, BOTH SIDES. FRAME 15 PRE -FINISHED A5 PART OF THE FITTING ROOM PORTAL FIXTURE. IPO° 5WIN6 AND MAGNETIG HOLD OPEN AS SPECIFIED. -a1) rNIG,iIAI/- m/i noA= t -r- M=Rd A 11,1 r, )kJ -„ II -t- I I A �1 -Ir I A - - I— A II a, VIV1-1 I' f (193_ 1f v �I ci nn"".Rf �vy� `y Design and construction docurnents - as instruments of service are given in confidence and remain the property ofHerschman 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 BIP/PERMIT ar) ® UP �; v 62-1 0 "a dA ® Oils °ago o in ®�a v �76 J �Q '� c-1 cJZ3 a!9 2 IS, .0 U1 t va qj ®2 -w QLl 22 D_a01 U 'In� c Lw 0 11- Drawn By; P.fOx Project No,: 13101.00 0 0 N µJ 4 Y2" MELAMINE 130ARD OR 6 1/6" -1 1/4" 11161 5/6" 6YP5UM 5/6" 6YP5UM BOARD ON BOARD 3 5/6" METAL STUD .. 5/6" GYPSUM BOARD ON r FRAMING 6" METAL 5TUD FRAMING SEALANT JOINT - 5LATAALL MAY AND BACKER = OCCUR, SEE INTERIOR ,�_- -3/4" SLATAALL MAY ROD DRAAIN65 OCCUR, EITHER' 5DE, 5EE .; :: PAINTED H.M. � INTERIOR ELEV. FRAME PAINTE_ c\I PERIMETER FRAMED H.M. DOOR 3 SEALANT ALUMINUM DOORDOOR AND - -� HEAD AD Da kAI H-3 'F i DETAIL. j�� � '.:. �'�� ? ��... -.. HEAD -r 5/6" GYPSUM BOARD ON 6" METAL STUD 5/6" GYPSUM BOARD FRAMING - 1/4111 2 D.O. ON 6" METAL STUD 21, D.O. FRAMING5/6" 6YP5UM BOARD ON 5/4" 5LATAALL MAY - 3/4" 5LATAALL MAY 5 5/6" METAL STUD IQ 2 OCCUR, SEE INTERIOR OCCUR, EITHER SDE, SEE FRAMING" D.O. - - DRANIN65 - - - - - - INTERIOR ELEV._ 5/4" 5LATAALL MAY 0GGUR, EITHER SIDE, SEE PERIMETER INTERIOR ELEV. 5EALANT- �_ ADJU5TABLE JAMB - - j ADJUSTABLE JAMB m dy r r ANCHOR' # $ ANCHOR 2_ ALUMINUM DOORr— �1in - - AND FRAME .....-.. .. , , . , . .. DOOR - - DOOR 5/4" MELAMINE SEALANT JOINT AND PAINTED H.M. PAINTED H.M. BOARD OR BACKER ROD 5/6" GYPSUM FRAME FRAME BOARD DETAILJ-1 JAMB DETAIL J-2 JAMB DETAIL SCALE; 1 1/2" = 1'-0" SCALE; 1 1/2" = I'-0" SCALE; 1 1/2" = I'-0" PREFIN15HE0 ALUMINUM EXTERIOR WALL INTERIOR ON FRT BLOCKING AHERE II E/6" APPLICABLE SPECIFICATIONS 'T' TYPE MA50NRY HALL — ANCHOR GASKET, SEE CONTINUOUS BEAD OF 5PECIFIGAITON5 0 0 —I" INSULATED 6LA55 SHAW PATGRAFT- L 0512P-0 PRP-55URE GAP PLAN OR SECTION VIER EXTERIOR WALL i/�, i/16" _b SEALANT JOINT AND I/1I, 2 I/2" - GON5TRUGTION, SEE HALL MT -21 SIDES � REINFORCED CELL, SEE MANUF. MOUNTING SECTIONS BRACKET --� 6YP5UM BOARD ON J-4 JAMB SPECIFICATIONS STEEL LINTEL, SEE SGALE; 1 3 5/6" METAL STUD WELDED WIRE MESH - PLAIN STEEL STRUCTURAL DRAAIN65 _ FRAMING EXTERIOR 5PEGIFIGAITON5 INTERIOR .; --3/4" 5LATY4ALL MAY MT -24 METAL FLAT EXPANDED METAL OCCUR, EITHER SIDE, SEE PAINTED H.M. 31 - cv INTERIOR ELEV. FRAME, FILL SOLI METAL POWDERGOAT - DARK GREEN V-22 - WITFI MORTAR MT -26 METAL METAL POWDERGOAT - SILVER V-21 VINYL WOOD PLANK FLOORING - MT -2b DOOR - V-50 V HEAD AD Da kAI H-3 'F i DETAIL. j�� � '.:. �'�� ? ��... -.. HEAD -r 5/6" GYPSUM BOARD ON 6" METAL STUD 5/6" GYPSUM BOARD FRAMING - 1/4111 2 D.O. ON 6" METAL STUD 21, D.O. FRAMING5/6" 6YP5UM BOARD ON 5/4" 5LATAALL MAY - 3/4" 5LATAALL MAY 5 5/6" METAL STUD IQ 2 OCCUR, SEE INTERIOR OCCUR, EITHER SDE, SEE FRAMING" D.O. - - DRANIN65 - - - - - - INTERIOR ELEV._ 5/4" 5LATAALL MAY 0GGUR, EITHER SIDE, SEE PERIMETER INTERIOR ELEV. 5EALANT- �_ ADJU5TABLE JAMB - - j ADJUSTABLE JAMB m dy r r ANCHOR' # $ ANCHOR 2_ ALUMINUM DOORr— �1in - - AND FRAME .....-.. .. , , . , . .. DOOR - - DOOR 5/4" MELAMINE SEALANT JOINT AND PAINTED H.M. PAINTED H.M. BOARD OR BACKER ROD 5/6" GYPSUM FRAME FRAME BOARD DETAILJ-1 JAMB DETAIL J-2 JAMB DETAIL SCALE; 1 1/2" = 1'-0" SCALE; 1 1/2" = I'-0" SCALE; 1 1/2" = I'-0" PRE55URE GAP JM J-5 I" INSULATED 6LA55 y I I/2" GASKET, SEE 3/4" 51/411 5PEGIFIGAITON5 to " o� MANUF. MOUNTING BRACKET LL 5-5 PRF-FIN15HED ALUMINUM GURTAINAALL, SEE SPECIFICATIONS SHIM SEALANT JOINT AND BACKER ROD, BOTH SIDES H DETAIL 1 4 � k _ A NOTE 1. REVERSE DOOR 5AIN6 FOR COMPACTOR DOOR 2. 5 1/2" FRAME FOR COMPACTOR DOOR. 3. SET DOOR FRAME BACK FROM FACE OF MA50NRY 50 THAT INSIDE FACE OF DOOR 15 NO MORE THAN 6" FROM IN51DE FACE OF WALL. PREFIN15HE0 ALUMINUM EXTERIOR WALL INTERIOR ON FRT BLOCKING AHERE GURTAINAALL, SEE APPLICABLE SPECIFICATIONS 'T' TYPE MA50NRY HALL — ANCHOR GASKET, SEE CONTINUOUS BEAD OF 5PECIFIGAITON5 0 0 —I" INSULATED 6LA55 SHAW PATGRAFT- L 0512P-0 PRP-55URE GAP PLAN OR SECTION VIER INTERMEDIATE _b SEALANT JOINT AND I/1I, 2 I/2" p.m BACKER ROD, 130TH MT -21 SIDES � REINFORCED CELL, SEE MANUF. MOUNTING PREFINI5HED ALUMINUM BRACKET --� GURTAINAALL, SEE J-4 JAMB SPECIFICATIONS SHIM - SGALE; 1 1/2" = 1'-0" WELDED WIRE MESH - PLAIN STEEL 6A 5KET, SEE -A 5PEGIFIGAITON5 I(�11 o I" INSULATED 61-A55 PRE55URE GAP JM J-5 I" INSULATED 6LA55 y I I/2" GASKET, SEE 3/4" 51/411 5PEGIFIGAITON5 to " o� MANUF. MOUNTING BRACKET LL 5-5 PRF-FIN15HED ALUMINUM GURTAINAALL, SEE SPECIFICATIONS SHIM SEALANT JOINT AND BACKER ROD, BOTH SIDES H DETAIL 1 4 � k _ A NOTE 1. REVERSE DOOR 5AIN6 FOR COMPACTOR DOOR 2. 5 1/2" FRAME FOR COMPACTOR DOOR. 3. SET DOOR FRAME BACK FROM FACE OF MA50NRY 50 THAT INSIDE FACE OF DOOR 15 NO MORE THAN 6" FROM IN51DE FACE OF WALL. NOTE I. REVERSE DOOR 5WIN6 FOR COMPACTOR DOOR 2. 3 1/2" FRAME FOR COMPACTOR DOOR. 5. SET DOOR FRAME BACK FROM FACE OF MA50NRY 50 THAT INSIDE FACE OF DOOR 15 NO MORE THAN 6" FROM IN51DE FACE OF HALL. D00R� SCHLUTER 56HIENE EDGER; INSTALL PER VINYL EDGE GUARD MANUFAGTURER'5 = IN5TRUCTION5_ MAT-- V.G.T. CERAMIC TIL a r 15GALE; 1 1/2" = 1'-0" EXTERIOR INTERIOR DOOR AS SEE PLAN 5GHEDULE12 FACE OF SECURE ENTRY UNIT TO MA50NRY TUBE STEEL F.--- 5/6" GYPSUM BOARD ON BEYOND -- ALUMINUM BUMPERMETAL STUD FRAMING SEAL THRESHOLD ALUMINUM (ADA) THRESHOLD CONCRETE :y - -5/4" 5LATINALL MAY S DEM K OR 2 MAX SLOPE MOTION SENSORS PAINTED H.M. OCCUR, EITHER SIDE, SEE PLATFORM5r �I If' FRAME - INTERIOR ELEV. FINISH FLOOR FLOOR LINE (5EE FINISH BI -PARTING AUTOMATIC DOOR COORDINATE PLAN) SLIDING DOOR5 Vu/ HIGH IMPACT REINFORCING OF FRAME I/2" JOINT FILLER- _ EMERGENCY BREAKAAAY DOOR MAY AND HEAD FOR HIGH DOORS AND 51DELITE5 OCCUR, SEE IMPACT DOOR SCHEDULE ATTACHMENT DETAILH-6 HEAD 50ALE; 1 1/2" = I' -a" THRESHOLD TYPES SGAL.E 1 1/2" = 1'-0" STEEL STRUCTURE, SEE STRUCTURAL DRAAIN65 51" GYPSUM BOARD ON R.O. METAL STUD FRAMING 20 D.O. 1/4" - SEALANT JOINT AND 3/4" 5LATAALL MAY BACKER ROD OCCUR, EITHER SDE, SEE INTERIOR ELEV. ADJUSTABLE JAMB ANCHOR i} SLIDING DOORS VENDOR 0_1 ;.,',: /HIGH IMPACT DOOR MAY - - - - - PREFINISHED BREAK METAL, OCCUR, SEE SCHEDULE COLOR TO MATCH GUR.TAINAALL CONTINUOUS BEAD OF SEALANT, BOTH 511 5 PAINTED H.M. FRAME DETAILJ-5 JAMB DETAIL SCALE; 1 1/2" = 1'-0" 56ALE; 1 1/2" = 1'-0" HOLLOA METAL FRAME V.G.T.; RAMP UP TO TOR' OF THRESHOLD AT 2% SLOPE MAX. ter•- ,, �;ZpTwary 1111 rr i-3 INTERIOR - ALUMINUM THRESHOLD 2 MAX SLOPE I� -FIN15H FLOOR (5EE FIN15H PLAN) INTERIOR FINISHES UPDATED : 2.05.2011 FURRED WALL CONDITION EXTERIOR WALL INTERIOR ON FRT BLOCKING AHERE CONSTRUCTION, SEE APPLICABLE HALL 5E6TION5 — 'T' TYPE MA50NRY HALL — ANCHOR CONTINUOUS BEAD OF _ SEALANT, BOTH 51DE5 CARPET - THROUGHOUT SHAW PATGRAFT- L 0512P-0 o - — ~-PAINTED H.M. FRAME, FILL _ SOLID AITH MORTAR G-2 DOOR p.m -"-THRESHOLD MT -21 METAL REINFORCED CELL, SEE D.O. BELOA STRUCTURAL DRAAINGS 12" EXTERIOR J-4 JAMB DETAIL - SOUTHWEST GREENS - FRINGELOW - NFUP SGALE; 1 1/2" = 1'-0" NOTE I. REVERSE DOOR 5WIN6 FOR COMPACTOR DOOR 2. 3 1/2" FRAME FOR COMPACTOR DOOR. 5. SET DOOR FRAME BACK FROM FACE OF MA50NRY 50 THAT INSIDE FACE OF DOOR 15 NO MORE THAN 6" FROM IN51DE FACE OF HALL. D00R� SCHLUTER 56HIENE EDGER; INSTALL PER VINYL EDGE GUARD MANUFAGTURER'5 = IN5TRUCTION5_ MAT-- V.G.T. CERAMIC TIL a r 15GALE; 1 1/2" = 1'-0" EXTERIOR INTERIOR DOOR AS SEE PLAN 5GHEDULE12 FACE OF SECURE ENTRY UNIT TO MA50NRY TUBE STEEL F.--- 5/6" GYPSUM BOARD ON BEYOND -- ALUMINUM BUMPERMETAL STUD FRAMING SEAL THRESHOLD ALUMINUM (ADA) THRESHOLD CONCRETE :y - -5/4" 5LATINALL MAY S DEM K OR 2 MAX SLOPE MOTION SENSORS PAINTED H.M. OCCUR, EITHER SIDE, SEE PLATFORM5r �I If' FRAME - INTERIOR ELEV. FINISH FLOOR FLOOR LINE (5EE FINISH BI -PARTING AUTOMATIC DOOR COORDINATE PLAN) SLIDING DOOR5 Vu/ HIGH IMPACT REINFORCING OF FRAME I/2" JOINT FILLER- _ EMERGENCY BREAKAAAY DOOR MAY AND HEAD FOR HIGH DOORS AND 51DELITE5 OCCUR, SEE IMPACT DOOR SCHEDULE ATTACHMENT DETAILH-6 HEAD 50ALE; 1 1/2" = I' -a" THRESHOLD TYPES SGAL.E 1 1/2" = 1'-0" STEEL STRUCTURE, SEE STRUCTURAL DRAAIN65 51" GYPSUM BOARD ON R.O. METAL STUD FRAMING 20 D.O. 1/4" - SEALANT JOINT AND 3/4" 5LATAALL MAY BACKER ROD OCCUR, EITHER SDE, SEE INTERIOR ELEV. ADJUSTABLE JAMB ANCHOR i} SLIDING DOORS VENDOR 0_1 ;.,',: /HIGH IMPACT DOOR MAY - - - - - PREFINISHED BREAK METAL, OCCUR, SEE SCHEDULE COLOR TO MATCH GUR.TAINAALL CONTINUOUS BEAD OF SEALANT, BOTH 511 5 PAINTED H.M. FRAME DETAILJ-5 JAMB DETAIL SCALE; 1 1/2" = 1'-0" 56ALE; 1 1/2" = 1'-0" HOLLOA METAL FRAME V.G.T.; RAMP UP TO TOR' OF THRESHOLD AT 2% SLOPE MAX. ter•- ,, �;ZpTwary 1111 rr i-3 INTERIOR - ALUMINUM THRESHOLD 2 MAX SLOPE I� -FIN15H FLOOR (5EE FIN15H PLAN) INTERIOR FINISHES UPDATED : 2.05.2011 KEY MATERIAL DESCRIPTION KEY MATERIAL DESCRIPTION 6-1 CARPET - THROUGHOUT SHAW PATGRAFT- L 0512P-0 MT -20 METAL METAL POWDER.GOAT - F3LAGK GARE31DE G-2 TURF FIELD - PUTTING GREEN SOUTHWEST GREENS - PROTURF - PTNR - 4200 MT -21 METAL METAL PONDERGOAT - MISTY GRAY WRINKLE G-5 TURF FRINGE - GLEATS/PUTTING GREEN SOUTHWEST GREENS - FRINGELOW - NFUP MT -25 METAL WELDED WIRE MESH - PLAIN STEEL -A F-5 VESTIBULE - CARPET TILE PATTERN - HEARTY MOSS POWER POINT (REFER TO SPECS) MT -24 METAL FLAT EXPANDED METAL V-21 VGT - FITNESS AND THROUGHOUT ARMSTRONG - 5TANDARD EXGELON IMPERIAL TEXTURE - 51613 - PUMPKIN ORANGE MTy025 METAL METAL POWDERGOAT - DARK GREEN V-22 VGT - GHEGK-OUT ,ARMSTRONG - STANDARD EXCELON IMPERIAL TEXTURE - 545 - GHARGOAL MT -26 METAL METAL POWDERGOAT - SILVER V-21 VINYL WOOD PLANK FLOORING 5HAN LVT - DEr.,OAOOii OOObVR 04124 LIGHT MAPLE MT -2b OUTDOORS/TEAM SPORTS/GHECK-OUT ROUGH RAW STEEL WITH G.G. V-50 VINYL WOOD PLANK FLOORING - LOD6E/OUTOOOR5 °HAW LVT - DEOOWOOD 0006V- 021g5 MT -4O LODGE GALVANIZED METAL V-40 VGT - THROUGHOUT ARMSTRONG - 5TANDARD EXGELON IMPERIAL TEXTURE - 51gO4 - STERLING ® WD -22 GEDAR WOOD PLANKING (MALL ENTRANCES ONLY) 6" TONGUE AND GROOVE: CEDAR AND MISG. TRIM 4 EASE. V-43 VINYL WOOD PLANK FLOORING - FOOTWEAR SHAW LVT - DEGOWOOD OOObV- 021qb WD -50 LODGE/GAMPING/OUTDOORS --- ANTIQUE ASHIL T-I 1211 x 12" GERAMIG TILE AGP - OCOEE NATURAL WONDER I012005 - WD -55 WEST COAST STORES ONLY WHITE OAK - SOLID HARDWOOD - QUARTER SAWN - 6" WIDE GS CONCRETE SLAB - NEW NEA CONCRETE FLOOR. A MINIMUM OF 2 GOAT5 CLEAR 5EMI-6LO55 ACRYLIC RATER BASED SEALER TO BE APPLIED. � E3RK-2 EN0I6OTT TEAM SPORT5 I/2" MODULAR THIN BRICK - RED 5MOOTH BLEND; (5ROUT: MAPEI SIO-BLOGK �14 5TRAA Vel JOINT5 GS CONCRETE SLA EXISTING ---- EXISTING CONCRETE SLAB TO BE GLEANED. A MINIMUM OF 2 COATS CLEAR 5EMI-6LO55 AGRYLIG MATER BA5ED 5EALER TO BE APPLIED. MALL EN NGE I/2" MODULAR THIN BRIGK - RREDSMOOTH BLEND; raRC)UT: Lie FA6E NON-FADIN6 #121 \/F-04 AMTIGO- UA MEN AND UA V40MEN TIL AD SIVE15ABIRICH 3 E SIZE 3" X 56".INSTALL PERPENDICULAR TO MAIN AISLE. UA <- E-50 RE51LIENT EASE - Gil VINYL GOVED JOHN50NITE 40 f3LAGK VF-05 AMTIGO- UA MEN AND Ura VNOMEN LA2I LINERA METALLIC STEEL. TILE 51ZE 6" X 56". INSTALL PARALLEL TO MAIN AI5LE. ADHESIVE 15 AMTIGO 515 VF -06 AMTIGO- UA MEN AND UA WOMEN PN555 - PURE PLAIN POPPY. TILE 5IZE 3" X 36" CURVED AGGENT. ADHE5IVE 15 AMTIGO 5-13 GL -I ACOUSTICAL TILE ARMSTRONG - FI55URED55, 24" X 46" X 5/b" LAY IN TILE - COLOR TO DE VdHITE P -g PAINT - TOILET ROOM SHERWIN WILLIAMS - 5AO056 - BUCKRAM BINDING GL -2 GYPSUM BOARD CEILING FAINTED P -IO UNLESS NOTED OTHERWISE - REFER TO A5.0 P-10 PAINT - THROUGHOUT SHERWIN WILLIAMS - 5W1102 - WHITE FLOUR. ® T5-5 VINYL JOHN50NITE Erv-bo-H'TRAN51TION MOULDINr7 BETAEEN GARPET AND CONCRETE (5EE A2.0) - COLOR #bO FAAN P-12 PAINT - LODGE/DISPLAY ROOMS SHERWIN WILLIAMS - CUSTOM LOUI5EUR6 GREEN TS -4 --------- - _. - _ -_ ---- -- ----- VINYL JOHN50NITE - # GTA -60-A TRAN51TION MOULDING BETAEEN RESILIENT FLOORING AND CARPET (5EE A2.0) - COLOR #80 FAAN P-50 PAINT - THROUGHOUT- CEILING $ COLUMNS SHERWIN WILLIAMS - SW61g6 - FROSTY WHITE -------- TS -5 VINYL _ JOHN50NITE - # RRS-$O-G TILE REDUCER BETAEEN RESILIENT FLOORING AND CONCRETE (5EE r .0) ® COLOR X80 FAAN ---- P-34 PAINT - THROUGHOUT SHERWIN WILLIAMS - CUSTOM INTERIOR HARTFORD GREEN TS -1 VINYL JOHN50NITE - #E6-13044 EDGE GUARD BETWEEN RE51LIENT FLOORING AND MAT (5EE A20) - COLOR #130 515AL P-62 PAINT - TEAM SPORTS 5HERWIN WILLIAMS - 5W6g62 - DAZZLETS-10 ALUMINUM 56HLUTER 56HIENE TRANSITION STRIP BETWEEN VGT ANIS GERAMIG TILE IN RESTROOM ALUMINUM P-65 --- - PAINT - BIKES/FITNESS SHER.WI N AI LL I AM5 - PSCC CUSTOM VERNAL FALLS P-66 PAINT - E3I KES 4 LODGE FOCAL WALLS SHERWIN W I LL I AMS - 5W6b52 - DAREDEVIL ERP- I -g AGV-2 GG -2 FIBERGLASS REINFORCED PANEL - JANITORS SINK .015 THIO PANEL ADHERED TO WALL5, WITH RVG MOLDIN65 ON 2 51DE5 OF MOP RECEPTOR SINK, P-61 PAINT - TEAM SPORTS/GOLF DOORS TRIM SHERWIN WILLIAtM5 - DSG GUSTOM BRICK 2 AGROVYN PANEL #q21 OYSTER GRAY -- - ! - -- .040 THICK PANEL, FEBBLETIE TEXTURED, ADHERED TO AALL5 OF GORRIDOR5 TO 5TOGKROOM REFER TO ELEVATIONS) P -6q PAINT - BIKES/FITNESS STRIPE SHERWIN WILLIAMS - 5W104 - SOFTWARE . AGR.OVYN CORNER GUARD q2q OYSTER GRAY - --- MODEL 0 -.040 PEOI/i-E,TE TEXTURED, ADHERED TO OUTSIDE CORNER IN CORRIDOR, JuPPLIED AITH ALUMINUMM RETAND TOP/BOTTOM ENDGARS P-12 PAINT - FOOTWEAR SHERWIN WILLIAMS - DSG CUSTOM CINNAMON STONE BT -I � °� ET -2 BASE TILE - RESTROOMS AGP - OCOEE NATURAL WONDER I012b42 - 6" x 12" COVE TILE BASE P-16 PAINT - TEAM SPORTS STRIPE SHERWIN WILLIAMS - 51/46%6 - BLUEBLOOD BASE TILE - RESTR®OMS AGP - OGOEE NATURAL WONDER IOg2bl6 - 411x 12" BULLNOSE P -ib PAINT - LODGE STRIPE - --- — SHERWIN WILLIAMS -- SA1061 - IRON ORE G-1 GROUT -p RESTROOMS HYDROMENT - 5AND 5E16E H14b - Y16" JOINT RECOMMENDED P -b2 PAINT - THE NORTH FAGE VENDOR SHOP SHERWIN WILLIAM5 - CUSTOM MILLION DOLLAR RED a ,IL, WT -I WT -2 ACCENT WALL TILE - RESTROOMS HALL -TILE - RESTROOMS AGP - OCOEE WILDWATER IOg2OOO - 12" x 12" WALL TILE AGP - OCOEE NATURAL WONDER IOg2003 -12" x 12" WALL TILE P-54 PAINT - NIKE VENDOR SHOP SHERWIN WILLIAMS - DSG CUSTOM PMS COOL GRAY II LIGHT P -b5 PAINT - NIKE VENDOR SHOP SHERWIN WILLIAMS - 5WA48201 - ALL SURFACE ENAMEL LATEX SATIN ELAGK P-10 PAINT - FOOTWEAR SHERWIN WILLIAMS - DSG CUSTOM SILVER LAKE P -q I PAINT - UNDER ARMOUR SHOP SHERWIN WI LL I AMS - NEBULOUS WHITE 5AI065 PL -I SHELVES/FOOTWEAR FORMIGA - WHITE - q4q-55 PL -5 UNDER ARMOUR SHOP ARBORITE P-325 MX 5RU5HED PEWTER PL -21 OFFIGE5/GOLF WILSONART - 0482-60 MATTE - BLACK FOREST GREEN _--�------ < PL -24 GOLF SHOP -- PIONITC- - WG411-N -YORKSHIRE CHERRY --------- --------- PL -25 GOLF SHOP FORMICA - qOq-5b - MATTE BLAGK -- PL -51 — -- WORK SHOP/FITTING ROOM/CHEGKOUT --- FORMICA - 11,5-5b - FINISH OAK TO MATCH ANTIQUE ASH --- - -- PL -5q ---- LODGE FORMICA - 002-5b - GRENADINE ---- -- ---------------- - PL -41 GOLF SHOP FORMICA - 5g04-43 - WILD CHERRY ARTISAN FINISH _ �_...___ PL -42 _-_----------.--_.____._.—__ _ NIKE VENDOR SHOP PIONITE - 5EI01 - SUEDE BLAGK --------------- __-____.-- MDF MEDIUM DENS I TY FIBER BOARD -TRIM AND EASE PAINT GRADE NMDF THERMOFUSED MDF MOCK CLEAR, MDF -DD DOUBLE DENSITY MDF LOCAL SUPPLIER - PAINT GRADE ML -I THLRMOFUSED MELAMINE PANEL WHITE - PROVIDE WHITE PLASTIC GAPS OVER FASTENERS c}A Design and construction documents as instruments of service are given inconfidence and remain the property of.I-terschrnan. Architects The use of thi • design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschinan Architects, Incorporated, DateISSUe 01/50/2012 E3IP/PERMIT 136sC1 -u p_ 2— u�%� 25 F- ki12 �= v i5 v� =, ! •� 1 X75 2 - �d„0 .aSs C , 9£ X UE _ -63 E��� s �_0 Drawn By: P.fOx Project No,: 15101.00 0 0 DOOR &WINDOW DETAILS EXTERIOR MATERIALS FACE 5RIC< VENEER COLOR - 5ELDEN BRICK -RED SMOOTH MODULAR 05-505 (MATCHING PAINT - DSC EXTERIOR 5ELDEN) GROUT - LAFAR3E 121 CMU-! 4" SPLIT -FACED, CENTER SCORED MASONRY UNIT TO MATCH EXISTING. COLOR = STANDARD GRAY, SEE SPECIFICATIONS CMU-� 4" 5PLIT-FACED MA50NRY UNIT COLOR = 5TANDARD CRAY. 5EE 5PECIFICATION5 CMU -2a 4" 5MOOTH-FACED, CENTER SCORED MA50NR`i® UNIT COLOR = 5TANDARD 6R+ . BEE 5PECIFICATION5 EIFS-I EXTERIOR INSULATION FINISH SYSTEM, SEE SPECIFICATIONS COLOR = MATCH (P-51) CAEN STONE SW 0025 EIFS-2 EXTERIOR INSULATION FINISH SYSTEM, SEE SPECIFICATIONS COLOR = MATCH (P-50) DSG EXTERIOR HARTFORD GREEN ROOT PREFINI SHED CORRUGATED METAL ROOF, COLOR TO MATCI-I DSG EXT. HARTFORDGREENSEE SPECIFICATIONS COPTNC� PREFINISHED METAL COPING, SEE SPECIFICATIONS COLOR = DSG EXTERIOR HARTFORD GREEN 5TAfN-I EXTERIOR STAIN, SEE SPECIFICATIONS COLOR = (P-51) CAEN STONE SCJ 0025 TAIN-2 EXTERIOR STAIN, SEE SPECIFICATIONS COLOR m (P-52) DSG I5ELDON PAINT -I EXTERIOR PAINT, SEE SPECIFICATIONS COLOR = (P-50) DSG EXTERIOR HARTFORD GREEN HINT-� EXTERIOR PAINT, SEE SPECIFICATIONS COLOR = (P-51) CAEN STONE SW 0025 HINT -3 EXTERIOR PAINT, SEE SPECIFICATIONS COLOR = (P-52) DSG 5ELDON Y< MT -I ALUMINUM BAND WITH MEDALLIONS PROVIDED AND INSTALLED 5Y NAV 05 CCLAAE 2 IMPACT GLASS AT ALUMINUM STOREFRONT SYSTEM, SEE SPECIFICATIONS - COLOR OF MULLIONS TO MATCH DSG EXT. HARTFORD GREEN. of 'this design and these construction DOOR ALUMINUM SLIDING DOOR, SEE SPECIFICATIONS - COLOR TO OF MULLIONS TO MATCH DSG EXT. HARTFORD GREEN. i SIGN -I INDIVIDUAL LETTER SIGNAGE w/ INTERNALLY ILLUMINATED LETTERS, SUPPLIED AND INSTALLED 5Y VENDOR Ob strictly prohibited without expressed SIGN-� KALL MOUNTED BOX 516N iN/ INTERNALL`r ILLUMINATED LE77ER5, SUPPLIED AND INSTALLED BY VENDOR #5 LIGHT -I EXTERIOR DECORATIVE LIGHT FIXTURE, BEE ELECTRICAL PRAAI NC75 Date Issue EXTERIOR 5ECURITY LIGHT FIXTURE, BEE ELECTRICAL DRAKN55 LIGHT-� EXTERIOR 5ECURITY LIr HT FIXTURE, 5EE ELECTRICAL DRANINC75 IGf T -S v >j 11, BOX SIGN Dl DETAIL T.O_PARAPET -LEV. FIN_FLOOR ELEV. 0'-0" LOYy+�ER LEVEL FIN. FLOOR ELEV. ®2/ l -Pell T.®. PARAPET FIM. FLOOR GURVE@ bVALL ==s �n■o■mmm■mom■■om®®mm■m®m■mm■m■mm■i� � �a■■■mmmm■mn +3 ME .■■� '■a■�K� nm■mmmm■■■mm■o■m■m■mm■mm■m■mm■m®m■i� sa.mm.o.®.��®mm...mm.mm■. s.o.o■.o..� �'—�• t■■■ommmmm■mm■i ■■■mmm01•-- n■mmm■o■mmmmm■m■mmm■m■mm■mm■m■m®i��- ommmmm■mnn■mmmmm■mm■ss■■ ■®mmmoi� �•mmm=o MMM mm■m■mm®mm■�a■ ovm■�i ��nmmmmmim■i�n■�mm■■mi■m mm■�i mmmm■�ii e .. rmmm■mmmmmmm■m■mm■�-_:n■■mm■m■mm■ml■r7■■■>t■mmu--;s,�.�®oi�omm■mmmmm■mi a■mmm■�■■■.■■■■ �mm■■■■mmmmmmm■m■mm■it�r�" 'c�i■■■mm■m■mm■m�■= s�ma•'R`'�`��"� mim�mmmmm■mmi �mm■m��� ®mm■mmmmmmmm■m■m■■■■m:m�■■■m■mm■mm■m _ �mm■mmm■■■mmmm■■■■■m■mm■mm■mm■m■mm■mr—amm■mo■m■mioo■■�■mmmmm■mmi mmm■m�•�m� �mm■mmm■ommm■m■mm■mm■m®m■■o■mmm■mts�s ■a■■■mmo■m■mm■o■mmmmm■m■■■i t ■■■ar■mm � —• ■ m■mmmm■am■■■■o■m■mm■m■mm®m■m■mm■mmi�a�■ammmmo■■mio.■■®■mmmmm■m■m ■o■a�mm���■ m■mmm■mmo■mmm■m■mm®m■■o®mn�■.�a- - _ _._ _ _ -- � - _ -- o■mmm■mmmmmmm■m■mm®m■mmm— �■mm■mmmmmo■•� -° --- ��■m■mmm T.O. PARAPET 0_T.O_PARAPET— �LEV. a.: ill _. R r + _+ LO1AER LEVEL ELEV. 2R' -S° LPRIOR TO PAINTING, MA50NRY 5HOULD BE 5PRAYED AITrH NATER REPELANT COATING. REFER TO SPEC. f i - SG P'�• DS � ® .M PRE FINISHED ACM HURRICANE RAIL COVER 51r VENDOR #5 (HART`ORD GREEN)— STAIN-I MTL ARAP5 DY VENDOR #5 TO MATCH 5TOREFRONT (HARTFORD CREEL`[) PRIOR TO PAINTING, MA50NRY 5HOULD BE 5PRAYED NTLH MATER REPELANT COATING. RE 7TER TO 5PEC. 1�1® 1■1�1i■W■■�0■Yp■.Yi NEVI COMPACTOR AND COMPAC,TOR DOOR (5EE 5HEET A -7.I) EXI5TIM6 FINISHE5 TO REMAIN S a� J r � ap)oOG��i 0[�� BOO OO Da BOX SIGN Dl DETAIL T.O_PARAPET -LEV. FIN_FLOOR ELEV. 0'-0" LOYy+�ER LEVEL FIN. FLOOR ELEV. ®2/ l -Pell T.®. PARAPET FIM. FLOOR GURVE@ bVALL ==s �n■o■mmm■mom■■om®®mm■m®m■mm■m■mm■i� � �a■■■mmmm■mn +3 ME .■■� '■a■�K� nm■mmmm■■■mm■o■m■m■mm■mm■m■mm■m®m■i� sa.mm.o.®.��®mm...mm.mm■. s.o.o■.o..� �'—�• t■■■ommmmm■mm■i ■■■mmm01•-- n■mmm■o■mmmmm■m■mmm■m■mm■mm■m■m®i��- ommmmm■mnn■mmmmm■mm■ss■■ ■®mmmoi� �•mmm=o MMM mm■m■mm®mm■�a■ ovm■�i ��nmmmmmim■i�n■�mm■■mi■m mm■�i mmmm■�ii e .. rmmm■mmmmmmm■m■mm■�-_:n■■mm■m■mm■ml■r7■■■>t■mmu--;s,�.�®oi�omm■mmmmm■mi a■mmm■�■■■.■■■■ �mm■■■■mmmmmmm■m■mm■it�r�" 'c�i■■■mm■m■mm■m�■= s�ma•'R`'�`��"� mim�mmmmm■mmi �mm■m��� ®mm■mmmmmmmm■m■m■■■■m:m�■■■m■mm■mm■m _ �mm■mmm■■■mmmm■■■■■m■mm■mm■mm■m■mm■mr—amm■mo■m■mioo■■�■mmmmm■mmi mmm■m�•�m� �mm■mmm■ommm■m■mm■mm■m®m■■o■mmm■mts�s ■a■■■mmo■m■mm■o■mmmmm■m■■■i t ■■■ar■mm � —• ■ m■mmmm■am■■■■o■m■mm■m■mm®m■m■mm■mmi�a�■ammmmo■■mio.■■®■mmmmm■m■m ■o■a�mm���■ m■mmm■mmo■mmm■m■mm®m■■o®mn�■.�a- - _ _._ _ _ -- � - _ -- o■mmm■mmmmmmm■m■mm®m■mmm— �■mm■mmmmmo■•� -° --- ��■m■mmm T.O. PARAPET 0_T.O_PARAPET— �LEV. a.: ill _. R r + _+ LO1AER LEVEL ELEV. 2R' -S° LPRIOR TO PAINTING, MA50NRY 5HOULD BE 5PRAYED AITrH NATER REPELANT COATING. REFER TO SPEC. f i - SG P'�• DS � ® .M PRE FINISHED ACM HURRICANE RAIL COVER 51r VENDOR #5 (HART`ORD GREEN)— STAIN-I MTL ARAP5 DY VENDOR #5 TO MATCH 5TOREFRONT (HARTFORD CREEL`[) PRIOR TO PAINTING, MA50NRY 5HOULD BE 5PRAYED NTLH MATER REPELANT COATING. RE 7TER TO 5PEC. 1�1® 1■1�1i■W■■�0■Yp■.Yi NEVI COMPACTOR AND COMPAC,TOR DOOR (5EE 5HEET A -7.I) EXI5TIM6 FINISHE5 TO REMAIN N C 0 R P 0 R A T E D FL, LIC, AR.95693 S a� r � &AJ g d iC73 s �l Design and construction documents a instruments of service are given Y< in confidence and remain the property o' Herschman Archi The use of 'this design and these construction documents for purposes other than i the soeci`ic project named herein is strictly prohibited without expressed written consent of Herschman Architects, Inco, porated. Date Issue 01/50/2012 51 ii/PERKM I T v >j 3 _ AINIT-2 Z $ FRAME � g 'y ;•%�..�� :FAH'-� e A:JL� ... y 69 � c a{] rs y Q J-= c ba 6 U U lU OILQ _CL ;3 6 L, U ® C lb 'D S O � U y{) C 13 B_® 6.1 ® 4Z'yi cf1 � Q m p NEA MASONRY PIER5 s AND P ILA5TER5 (5EE 2-8 PLAN5). E s =fly E 'n ® x°213 6® a - Drawn By, P.Ox N C 0 R P 0 R A T E D FL, LIC, AR.95693 S a� �l Y< i v >j 3 _ 'y ;•%�..�� :FAH'-� A:JL� ... N C 0 R P 0 R A T E D FL, LIC, AR.95693 I 'r-5/4" HOOD TRIM % (REFER TO ELEVA T I ONS) <i � F.R.T. BLOGKIN& AS �lV r l REWIRED SEALANT ( r\ �r A STOREFRONT GLAZING y 'xv ; I SYSTEM (TYF.) WOOD SHIM AS REQUIRED SPLIT -FACED CMU BY MANUFACTURER (TYP.) (REFER T® ELEVAT1ON5) SEALANT $ BAGKER ROD, NNELDED PER (TYF 507H SIDES) MANUFACTURER'S .125 ALUMINUM BREAK 5FECIFICATION5 BY METAL, FAINT/FIN15H TO VENDOR #22 MATCH CUKTAINNNALL FRE FINISHED AGM BY OVERHEAD CO€LING -57ORM VENDOR #5. (056 GREEN) DOOR AND TRACK; VERIFY SEALANT AND BAGKER DIMENSIONS NNITH VENDOR #22. ROD, BOTH 51DE5 DOOR GUIDE TO ALIGN NNITH MULLION STOREFRONT J D1 DETAIL SCALE: 1 1/2" 1' -CII L XD I BATT INSULATION BRK-I FACE BRIGK VENEER COLOR - BELDEN BRICK - RED SMOOTH MODULAR #503-505 5/5" &YF. GB., PAINT &KOUT -LAFARGE �12� --PRE-7-IN15HED METAL COPING. 411 SPLIT- FACED, CENTER BORED MASONRY UNIT TO MATGH EXI5TIN6. /, 6" MTL. GAF PLATE AS SCHEDULED (REFER TO ELEVATIONS) COLOR = STANDARD &RAY. SEE 5FECIFICATION5 m 2x FRE55URE TREATS D CONTINUE ROOFING MEMBRANE I u� , CURTAININALL SYSTEM, BOTH SIDES; SEE 5FEC5 AND DETAILS ELEV. 311®411 A,F.F. _ / of Herschman Architects. The use TOP OF COFING COLOR = MATCH (P-50) D56 EXTERIOR HARTFORD GREEN R0®F PREFIN15HFD CORRU&ATED METAL ROOF, COLOR TO MATCH ' of this design and these construction COPING FREFINI5HED METAL GOPIN6, 5EE 5FECIFIGATION5 COLOR = P56 EXTERIOR HARTFORD GREEN STAIN -I documents for purposes other than COLOR - ,F-51) CAEN NONE SNN 0025 TAiN-2 j the specific project named herein is FAINT -I EXTERIOR PAINT, SEE 5FEGIFIGATION5 I BATT INSULATION BRK-I FACE BRIGK VENEER COLOR - BELDEN BRICK - RED SMOOTH MODULAR #503-505 5/5" &YF. GB., PAINT &KOUT -LAFARGE �12� --PRE-7-IN15HED METAL COPING. 411 SPLIT- FACED, CENTER BORED MASONRY UNIT TO MATGH EXI5TIN6. /, 6" MTL. GAF PLATE AS SCHEDULED (REFER TO ELEVATIONS) COLOR = STANDARD &RAY. SEE 5FECIFICATION5 m 2x FRE55URE TREATS D CONTINUE ROOFING MEMBRANE I u� , CURTAININALL SYSTEM, BOTH SIDES; SEE 5FEC5 AND DETAILS ELEV. 311®411 A,F.F. _ / of Herschman Architects. The use TOP OF COFING COLOR = MATCH (P-50) D56 EXTERIOR HARTFORD GREEN R0®F PREFIN15HFD CORRU&ATED METAL ROOF, COLOR TO MATCH ' of this design and these construction COPING FREFINI5HED METAL GOPIN6, 5EE 5FECIFIGATION5 COLOR = P56 EXTERIOR HARTFORD GREEN STAIN -I documents for purposes other than COLOR - ,F-51) CAEN NONE SNN 0025 TAiN-2 j the specific project named herein is FAINT -I EXTERIOR PAINT, SEE 5FEGIFIGATION5 G r HINT -2 strictly prohibited without expressed COLOR = (F-51) CAEN STONE 5A 0025 AINT-3 EXTERIOR FAINT, SEE 5FECIFICATION5 written consent of Herschman OVERHEAD COILIN& STORM ALUMINUM BAND NNITH MEDALLIONS PROVIDED AND INSTALLED BY NAV #5 6LAZ 2 Architects, Incorporated. DOOR AND TRACK; VERIFY 4l DOOR Date Issue OF MULLIONS TO MATCH D56 EXT. HARTFORD GREEN. DIMEN51ON5 NNI I H VENDOR #22. �1 � T ALL MOUNTED BOX SION A/ INTERNALLY ILLUMINATED LETTERS, SUPPLIED AND INSTALLED BY VENDOR #5 OI/3®/2012 E�ID/�E�iMIT LI&HT-I EXTERIOR DECORATIVE L16HT FIXTURE, SEE ELECTRICAL DRAAING5 I III EXTERIOR SECURITY L16HT FIXTURE, SEE ELECTRICAL DRAMINGS LI&HT-3 SEALANT AND BACKER DRANNIN&5 I' I' ROD, BOTH SIDES I :ill • FRE FINI5HED AGM BY VENDOR °III 5. (D56 GREEN) I Fr I q 11 :1 IL Ii HURRICANE SHUTTER/ D2 DETAIL SCALE 1 1/2 EI 1'-0 11 5/5" GYP. BD. (FAINT AS 5CHEDULED) 3 5/5" MTL. STUDS TUBE 5TEEL, SEE STRUGT. DW155 R -I1 BATT INSULATION( 6" MTL. STUDS NNELDED FER MANUFACTURER'S SPECIFICATIONS BY VENDOR #22 ,125 ALUMINUM BREAK METAL, FAINT/FIN15H TO MATCH CURTAINAALL 3/4" T-REATED FLYAOOD --i—TREATED NNOOD BLOCKING �I TO 5UPPORT/REINFORCE EXTRUSION. GOORDINATE NNITH VENDOR #5 OVERHEAD COILIN& STORM 1 DOOR AND TRACK; VERIFY r j DIMEN5fON5 NNITH VENDOR #22. f r, - f SEALANT $ BAO<ER ROD, (TYF. BOTH SfDES) IND. 5HIM5 AS REQUIRED BY MANUFAGTURER. (TYP.) STOREFRONT GLAZING D3 DETAIL SCALE: 1 1/211 o II -011 11. 9 SCALE 311 = I'®CII ELEV 31'-4" A.F.F. COFIN6 7 TOP OF C0FIN6 IM NIDE FLANGE BEAM CLIFC (REFER TO 5TRU� TURAL, O INC ELEV. 20'-O" A.F.F, F TOF OF MA5ONR� @ PILASTER A.F.F. STEEL BEARIN& HEI6147 57EEL X-5RACIN5 $ 5EAM5 - (REFER TO STRUCTURAL cn . TYP. OF 6) LI H 6AU&E DIA50NAL B CINE ELEV. 12'-0" A.F.F. (REFER TO 5TRUG�RAL) EIFS-I STEEL BEARIN& HEIGHT ELEV _50'-4" A.F.F. TOF OF COPING ' ELEV _25'-O" A.F.F. FAINT BREAK LINE EfFS-I . 5,/5" EXTERIOR &RAI;DE, &YP5UM SHEATH(€N6. EPOM MEMBRANE ROOFING (REFER TO SPECIFICATIONS) R-24 RIGID INSULATION BD. (REFER TO SFECIFICAnONS) I I I DECK 6" MTL. FAMIN&. (REFER TO STRUCTURAL) FINISH FLOOR NOTE: E: REFER TO AINDOW TYPE5 ON SHEET A5.0 FOR SIZES. (TYF.) BRK-I FACE BRIGK VENEER COLOR - BELDEN BRICK - RED SMOOTH MODULAR #503-505 (MATCHINS FAINT - 056 EXTERIOR BELDEN) &KOUT -LAFARGE �12� --PRE-7-IN15HED METAL COPING. 411 SPLIT- FACED, CENTER BORED MASONRY UNIT TO MATGH EXI5TIN6. /, 6" MTL. GAF PLATE w (REFER TO ELEVATIONS) COLOR = STANDARD &RAY. SEE 5FECIFICATION5 CMU -2a 2x FRE55URE TREATS D CONTINUE ROOFING MEMBRANE (REFER T® 51 RU TU } l u� NAILER BLOCK. (TYP.) QaIF(t� OVER ?'0. BLOCKING. (TYP) EXTERIOR INSULATION FINISH SYSTEM, SEE 5FEOIFICA7ION5 ELEV. 311®411 A,F.F. _ / of Herschman Architects. The use TOP OF COFING COLOR = MATCH (P-50) D56 EXTERIOR HARTFORD GREEN R0®F 9 SCALE 311 = I'®CII ELEV 31'-4" A.F.F. COFIN6 7 TOP OF C0FIN6 IM NIDE FLANGE BEAM CLIFC (REFER TO 5TRU� TURAL, O INC ELEV. 20'-O" A.F.F, F TOF OF MA5ONR� @ PILASTER A.F.F. STEEL BEARIN& HEI6147 57EEL X-5RACIN5 $ 5EAM5 - (REFER TO STRUCTURAL cn . TYP. OF 6) LI H 6AU&E DIA50NAL B CINE ELEV. 12'-0" A.F.F. (REFER TO 5TRUG�RAL) EIFS-I STEEL BEARIN& HEIGHT ELEV _50'-4" A.F.F. TOF OF COPING ' ELEV _25'-O" A.F.F. FAINT BREAK LINE EfFS-I . 5,/5" EXTERIOR &RAI;DE, &YP5UM SHEATH(€N6. EPOM MEMBRANE ROOFING (REFER TO SPECIFICATIONS) R-24 RIGID INSULATION BD. (REFER TO SFECIFICAnONS) I I I DECK 6" MTL. FAMIN&. (REFER TO STRUCTURAL) FINISH FLOOR NOTE: E: REFER TO AINDOW TYPE5 ON SHEET A5.0 FOR SIZES. (TYF.) ANGLE 5UFFOR7 EYONO. II Pro e c t No.: 13101.00 (REFER TO STRUCTURAL) I a" MTL. SOFFIT J015T5. (REFER TO 5TRU TURAL) 3/4" LIGHT &AU&E HAT HANNEL5 AS REQUIRED FOR 5OFFI7 FANEl.5. I I ALUMINU SOFFIT FANEL5 (REFER T 5FECIF CATIONS) 5EALAN � BACKER ROD. (TYP.) ANIlia OPY STOREFRONT ENTRANCEBSI BUILDING SECTION SCALE 1/4" e SECURITY POSTS ANCHORED TO SLAB. (TYP. OF 2) DI D6 14`-105%41I No Ai.O �DI+� I �a ALUMINUM AUTOMATIC SLIDING v 0 v OORS. (REFER TO SPECIFICATIONS) j 0GE5515LE ALUM. T�ESHOLD. \ 777 D , \ \ _& '\\r _ _ I \ � \:} ALUMINUM OREFRONT f \ GLAZING 5 STEM. ME TO ALIGN FLUSH w/ FADE I I i', \ � ° OF MASONRY. (TYP j ;10 I _s \ \., \ . \—HJRRCANrz SHUi"ER5 \ \ \ \ REFER TO SPEC ME TO LIGN FLUSH w/ FAG I1'-4" _ IE — — j i1 —i I OF MA5ON Y. (TYP.) 124 4 O 1 II r rr I I — 11 1 EI '' �] 2 4 1 —4 UGH OPENING I®All 41-51 1 51-4i1 ROU&H OFENIN& j411. I`�i./U&H OPENING SI—�(II 1 �(I®�II I-411 U6H1® iFENIN6 II -411 1 4I® II 1 = SF 6G CC1i / R0U&H OFENIN& "T st i D3 FACE OF EIFS ABOVE CURB RAMP (REFER TO FACE OF EIF5 A51T CONCRETE PIER FOR 2 —0 II ENTRANCE FEATURE. ( F. OF 2) LINE k—BRACING VE TYP ER TO ST�UO ( a , , l TURAL) y v v y v \ I LINE OF X— C N& ABOVE (1�.) I \ \ ®- / - a 0 I O O O �I O O O ! 0= O O O I I - - I 6 STEEL ENTRANCE FEATURE AFVE. — 1 — OFFER TO BUILDING ELEVATIONS) ' I I ' pii-21t 21— I! _ I�I®�11 �I—CII II -51! �I®III 11 I p I—p II I F it E II ' 5'®2" 3'-G" I I'-5' 51-1011 21- - - �!S I X152 X51 Y�S� X51 .�.® 460 l 6 1 r�5, 40.6 '�4 �-5 4.04 4 STOREFRONT T E FP1 ENLARGED FLOOR PLAN SCALE 1/4" = I'-011 EXTERIOR MATE-RIALS- BRK-I FACE BRIGK VENEER COLOR - BELDEN BRICK - RED SMOOTH MODULAR #503-505 (MATCHINS FAINT - 056 EXTERIOR BELDEN) &KOUT -LAFARGE �12� GMU-I 411 SPLIT- FACED, CENTER BORED MASONRY UNIT TO MATGH EXI5TIN6. : t 6" MTL. GAF PLATE Design and construction documents as instruments of service are given COLOR = STANDARD &RAY. SEE 5FECIFICATION5 CMU -2a 4 SMOOTH FACED, CENTER 50ORED MA50NRY UNIT (REFER T® 51 RU TU } l in confidence and remain the property EIFS-I EXTERIOR INSULATION FINISH SYSTEM, SEE 5FEOIFICA7ION5 COLOR = MATCH (F -5I) CAEN STONE 5A 0028, / of Herschman Architects. The use COLOR = MATCH (P-50) D56 EXTERIOR HARTFORD GREEN R0®F PREFIN15HFD CORRU&ATED METAL ROOF, COLOR TO MATCH of this design and these construction COPING FREFINI5HED METAL GOPIN6, 5EE 5FECIFIGATION5 COLOR = P56 EXTERIOR HARTFORD GREEN STAIN -I documents for purposes other than COLOR - ,F-51) CAEN NONE SNN 0025 TAiN-2 j the specific project named herein is FAINT -I EXTERIOR PAINT, SEE 5FEGIFIGATION5 ! HINT -2 strictly prohibited without expressed COLOR = (F-51) CAEN STONE 5A 0025 AINT-3 EXTERIOR FAINT, SEE 5FECIFICATION5 written consent of Herschman MT -I ALUMINUM BAND NNITH MEDALLIONS PROVIDED AND INSTALLED BY NAV #5 6LAZ 2 Architects, Incorporated. 5FECIFIGATION5 - COLOR OF MULLIONS T® MATCH 056 EXT. 4l DOOR Date Issue OF MULLIONS TO MATCH D56 EXT. HARTFORD GREEN. 51C�N-I �1 � T ALL MOUNTED BOX SION A/ INTERNALLY ILLUMINATED LETTERS, SUPPLIED AND INSTALLED BY VENDOR #5 OI/3®/2012 E�ID/�E�iMIT LI&HT-I EXTERIOR DECORATIVE L16HT FIXTURE, SEE ELECTRICAL DRAAING5 I III EXTERIOR SECURITY L16HT FIXTURE, SEE ELECTRICAL DRAMINGS LI&HT-3 EXTERIOR SECURITY 1-1&1-17 FIXTURE, SEE ELECTRICAL DRANNIN&5 I' I' I :ill • °III I :1 I I LI II � 7-7-77 1 (VA_RIES) A.F.F. TOP OF 5TEEL k L . (REFER TO STRUCTURAL) I � I cg�C � �_ � m�L �- ® o - u �_ �QL C 4` ® T 'Q 2, 4 ( 10 �. _ s��o IS� o a I ® I E.hF,S. OVER I" RIGID INSULATION To I; BD. ('REFER TO 5FECIFICA7ION5) -0 g— v � o y m = O :1 5/5" EXTERIOR GRADE 6YF5UM 5HEATING (TYF.) -In u �, - ., �" MTL. i 5TUD5 (REF ER TO STRUCTURAL) Drat By, ANGLE 5UFFOR7 EYONO. II Pro e c t No.: 13101.00 (REFER TO STRUCTURAL) I a" MTL. SOFFIT J015T5. (REFER TO 5TRU TURAL) 3/4" LIGHT &AU&E HAT HANNEL5 AS REQUIRED FOR 5OFFI7 FANEl.5. I I ALUMINU SOFFIT FANEL5 (REFER T 5FECIF CATIONS) 5EALAN � BACKER ROD. (TYP.) ANIlia OPY STOREFRONT ENTRANCEBSI BUILDING SECTION SCALE 1/4" e SECURITY POSTS ANCHORED TO SLAB. (TYP. OF 2) DI D6 14`-105%41I No Ai.O �DI+� I �a ALUMINUM AUTOMATIC SLIDING v 0 v OORS. (REFER TO SPECIFICATIONS) j 0GE5515LE ALUM. T�ESHOLD. \ 777 D , \ \ _& '\\r _ _ I \ � \:} ALUMINUM OREFRONT f \ GLAZING 5 STEM. ME TO ALIGN FLUSH w/ FADE I I i', \ � ° OF MASONRY. (TYP j ;10 I _s \ \., \ . \—HJRRCANrz SHUi"ER5 \ \ \ \ REFER TO SPEC ME TO LIGN FLUSH w/ FAG I1'-4" _ IE — — j i1 —i I OF MA5ON Y. (TYP.) 124 4 O 1 II r rr I I — 11 1 EI '' �] 2 4 1 —4 UGH OPENING I®All 41-51 1 51-4i1 ROU&H OFENIN& j411. I`�i./U&H OPENING SI—�(II 1 �(I®�II I-411 U6H1® iFENIN6 II -411 1 4I® II 1 = SF 6G CC1i / R0U&H OFENIN& "T st i D3 FACE OF EIFS ABOVE CURB RAMP (REFER TO FACE OF EIF5 A51T CONCRETE PIER FOR 2 —0 II ENTRANCE FEATURE. ( F. OF 2) LINE k—BRACING VE TYP ER TO ST�UO ( a , , l TURAL) y v v y v \ I LINE OF X— C N& ABOVE (1�.) I \ \ ®- / - a 0 I O O O �I O O O ! 0= O O O I I - - I 6 STEEL ENTRANCE FEATURE AFVE. — 1 — OFFER TO BUILDING ELEVATIONS) ' I I ' pii-21t 21— I! _ I�I®�11 �I—CII II -51! �I®III 11 I p I—p II I F it E II ' 5'®2" 3'-G" I I'-5' 51-1011 21- - - �!S I X152 X51 Y�S� X51 .�.® 460 l 6 1 r�5, 40.6 '�4 �-5 4.04 4 STOREFRONT T E FP1 ENLARGED FLOOR PLAN SCALE 1/4" = I'-011 EXTERIOR MATE-RIALS- BRK-I FACE BRIGK VENEER COLOR - BELDEN BRICK - RED SMOOTH MODULAR #503-505 (MATCHINS FAINT - 056 EXTERIOR BELDEN) &KOUT -LAFARGE �12� GMU-I 411 SPLIT- FACED, CENTER BORED MASONRY UNIT TO MATGH EXI5TIN6. COLOR = STANDARD CRAY, SEE SPECIFICATIONS GMU-2 4" SFLIT-FACED MASONRY UNIT COLOR = STANDARD &RAY. SEE 5FECIFICATION5 CMU -2a 4 SMOOTH FACED, CENTER 50ORED MA50NRY UNIT COLOR = STANDARD 6RAY. SEE 5FECIFICATION5 EIFS-I EXTERIOR INSULATION FINISH SYSTEM, SEE 5FEOIFICA7ION5 COLOR = MATCH (F -5I) CAEN STONE 5A 0028, EIF5-2 EXTERIOR INSULATION FINISH SYSTEM, SEE 5FECIFICATIONS COLOR = MATCH (P-50) D56 EXTERIOR HARTFORD GREEN R0®F PREFIN15HFD CORRU&ATED METAL ROOF, COLOR TO MATCH 055 EXT, HARTFORD &BEEN SEE SFE0IFICA7ION5 COPING FREFINI5HED METAL GOPIN6, 5EE 5FECIFIGATION5 COLOR = P56 EXTERIOR HARTFORD GREEN STAIN -I EXTERIOR STAIN, 5EE SPECIF[CA I IONS COLOR - ,F-51) CAEN NONE SNN 0025 TAiN-2 EXTERIOR STAIN, SEE 5FEGIFICA I IONS COLOR = (F-52) 056 BELDON FAINT -I EXTERIOR PAINT, SEE 5FEGIFIGATION5 COLOR = (F-50) 056 EXTERIOR HARTFORD &KEEN HINT -2 EXTERIOR PAINT, SEE 5FECIFIGATION5 COLOR = (F-51) CAEN STONE 5A 0025 AINT-3 EXTERIOR FAINT, SEE 5FECIFICATION5 COLOR = (F-52) 056 BELDON MT -I ALUMINUM BAND NNITH MEDALLIONS PROVIDED AND INSTALLED BY NAV #5 6LAZ 2 IMPACT &LA55 AT ALUMINUM STOREFRONT SYSTEM, SEE 5FECIFIGATION5 - COLOR OF MULLIONS T® MATCH 056 EXT. HARTFORD &REEN. DOOR ALUMINUM 5 DOOR, 5EE 5FECIFICATION5 - COLOR TO OF MULLIONS TO MATCH D56 EXT. HARTFORD GREEN. 51C�N-I INDIVIDUAL LETTER 516NA&E w/ INTERNALLY ILLUMINATED LE77ER5, 5UFFLIED AND INSTALLED BY VENDOR #5 SIGN -2 T ALL MOUNTED BOX SION A/ INTERNALLY ILLUMINATED LETTERS, SUPPLIED AND INSTALLED BY VENDOR #5 LI&HT-I EXTERIOR DECORATIVE L16HT FIXTURE, SEE ELECTRICAL DRAAING5 LIGHT -2 EXTERIOR SECURITY L16HT FIXTURE, SEE ELECTRICAL DRAMINGS LI&HT-3 EXTERIOR SECURITY 1-1&1-17 FIXTURE, SEE ELECTRICAL DRANNIN&5 4" SPLIT FACE MA50NR UNIT (5EE ELEVATIONS) 5/6" GYP. ISD. ON W M` 5TO5. @ 16" O.G. BRIG16 VENEER VV/ AIR GAP. SEE ELEVATIONS EXTERIOR 5HEATHING C MTL. 5TD5. ® 16" C.G. 4" SPLIT FAGS, CENTER SCORED MA50NRY UNIT (SEE ELEVATIONS) 4" SPLIT FACE, CENTER 5GORED MA50NRY UNIT (5EE ELEVATION5) EXTERIOR 5HEATHIN6 G MTL. 5TO5. ® 16" O.C. BRICK VENEER VV/ AIR GAP. 5EE ELEVATIONS 5/8" GYP. DD. ON 5" M 5TO5. ® 16" O.G. 4" SPLIT FACE MA50NF UNIT (SEE FLEVATIONS) SMALL PILASTE- f,! 2 DETAIL__ f _ `J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I'. I I I I I I I I I I2' -b" A.F.F. BRICK HEIGHT I I I EXTERIOR SHEATHING ON V MTL. 5TU5. @ 16" O.G. MA50NRY VENEER VV/ AIR GAP. SEE ELEVATIONS 4" SPLIT FACE, CENTER 50ORED MASONRY UNIT (5EE ELEVATIONS) II I I I_....__ _......_- __ STEEL TU13E I FRAMING (REFER TO I I I I 'I 4" SPLIT FACE MA50NR UNIT (5EE ELEVATIONS) 5/6" GYP. ISD. ON W M` 5TO5. @ 16" O.G. BRIG16 VENEER VV/ AIR GAP. SEE ELEVATIONS EXTERIOR 5HEATHING C MTL. 5TD5. ® 16" C.G. 4" SPLIT FAGS, CENTER SCORED MA50NRY UNIT (SEE ELEVATIONS) 4" SPLIT FACE, CENTER 5GORED MA50NRY UNIT (5EE ELEVATION5) EXTERIOR 5HEATHIN6 G MTL. 5TO5. ® 16" O.C. BRICK VENEER VV/ AIR GAP. 5EE ELEVATIONS 5/8" GYP. DD. ON 5" M 5TO5. ® 16" O.G. 4" SPLIT FACE MA50NF UNIT (SEE FLEVATIONS) SMALL PILASTE- f,! 2 DETAIL__ f _ `J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I'. I I I I I I I I I I2' -b" A.F.F. BRICK HEIGHT I I I EXTERIOR SHEATHING ON V MTL. 5TU5. @ 16" O.G. MA50NRY VENEER VV/ AIR GAP. SEE ELEVATIONS 4" SPLIT FACE, CENTER 50ORED MASONRY UNIT (5EE ELEVATIONS) STUD WALL BEYOND. MER VOID 5PA6E. (5EE ELEVATIONS) I I; I' ENTRANCE PILASTER 4 D d. _ 4A .d I 5GALE 1 11 1 1-0 11 iOF TRU55 - TYPICAL Z PIER (REFER TO RAL) E5 AT 16" O.G. LLY (MINIMUM) LIGHT GAUGE AT 16" O.G. IN- GOLUMN5. STUD WALL [BEYOND. CEILING VOID SPACE. (5EE ELEVATIONS) W METAL STUD VV/ 4" BRICK 7 (SEE ELEVATIONS) R-15 BATT INSULATION (REFER TO SPECIFICATIONS) CEILING HEIGHT LIGHT GAUGE MTL. FRAMING (REFER TO 5TRUGTURAL) 6" METAL STUDS VV/ W GYP BD (REFER TO INTERIOR ELEVATIONS FOR COLOR) BATT INSULATION (SEE 5PE6IFIGATION). o 01 0 4'-0'1 7. 2'-654 FREE-STANDING PIER 35 p -DETAIL.- ly mJ a � WALL u( Ti )R SHEATHING ON W 75. ® 16" O.C. ®Y VENEER VIV AIR GAP. NATIONS I U I I I STEEL TU13E FRAMING (REFER TO I I I I 'I 5TRUGTURAL) 4" FACE BRICK VENEER I I. ' I I I; BRICK TIES AT 16'I I I I I: (MINIMUM) I'' I6 GA. 6" LIGHT GAUGE FRAMING I ® 16' O.G.IN- BETVVEEN COLUMNS -J I I� 5/5" EXTERIOR GRADE GYP. I I 3 �n \7 5TRUCT. TUBE I 5TEEL FRAME (5EE STRUCTURAL OV465) STUD WALL BEYOND. MER VOID 5PA6E. (5EE ELEVATIONS) I I; I' ENTRANCE PILASTER 4 D d. _ 4A .d I 5GALE 1 11 1 1-0 11 iOF TRU55 - TYPICAL Z PIER (REFER TO RAL) E5 AT 16" O.G. LLY (MINIMUM) LIGHT GAUGE AT 16" O.G. IN- GOLUMN5. STUD WALL [BEYOND. CEILING VOID SPACE. (5EE ELEVATIONS) W METAL STUD VV/ 4" BRICK 7 (SEE ELEVATIONS) R-15 BATT INSULATION (REFER TO SPECIFICATIONS) CEILING HEIGHT LIGHT GAUGE MTL. FRAMING (REFER TO 5TRUGTURAL) 6" METAL STUDS VV/ W GYP BD (REFER TO INTERIOR ELEVATIONS FOR COLOR) BATT INSULATION (SEE 5PE6IFIGATION). o 01 0 4'-0'1 7. 2'-654 FREE-STANDING PIER 35 p -DETAIL.- ly mJ a � WALL u( Ti )R SHEATHING ON W 75. ® 16" O.C. ®Y VENEER VIV AIR GAP. NATIONS �YY}. 4 Design and construction documents as instrurnents 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 01/50/2012 E3I ii/E M I T � I w ® I era �% o � t b �1ets 6, c a_ 2 ® v0�r� 0.2 v QL ®-®�� ILDs ® 2 -2 ego A�c� a_ 4 �ra'n m® ® am Ci as J afn `R E �+ $ S Q — H+ Drawn By: P.f®x Pro iect No,: 15101.00 CORNER PILASTER I D 'I•' I SCALE 1 11 m 11-011 STEEL TU13E FRAMING (REFER TO 'I 5TRUGTURAL) 4" FACE BRICK VENEER ' I BRICK TIES AT 16'I O.G. VERTIGALLY (MINIMUM) I6 GA. 6" LIGHT GAUGE FRAMING ® 16' O.G.IN- BETVVEEN COLUMNS -J 5/5" EXTERIOR GRADE GYP. SHEAT G (TYP) �n 5TRUCT. TUBE 5TEEL FRAME (5EE STRUCTURAL OV465) �YY}. 4 Design and construction documents as instrurnents 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 01/50/2012 E3I ii/E M I T � I w ® I era �% o � t b �1ets 6, c a_ 2 ® v0�r� 0.2 v QL ®-®�� ILDs ® 2 -2 ego A�c� a_ 4 �ra'n m® ® am Ci as J afn `R E �+ $ S Q — H+ Drawn By: P.f®x Pro iect No,: 15101.00 CORNER PILASTER I D 'I•' I SCALE 1 11 m 11-011 I 9 B PL.ASTIG BOLLARD DOVER O5HA YELLON 6" (P STEEL PIPE BOLLARD GHAMFER GONGR.ET E FLUSH WITH SURROUNDING GONGRETE SLAB OR PAVEMENT - ASPHALT PAVING 1/2" PREMOLDED JOINT FILLER— N SEALANT CRUSHED AGGREGATE IS" DIA CONCRETE FOOTING FOR BOLLARD rr�1.,.—i,■rr� LOADING DOCS. D2 BOLLARD DETAIL 4 TRANSFORMER N.T.S. DETECTABLE lNARNING AT CURB RAMP - REFER TO Da/ASI.I � y70� zlz�lv k-1 yly PATGH/REPAIR ASPHALT DRIVE AS REQUIRED AFTER REMOVAL OF 51DEAALK RESEAL NEA AREA AS PEaUIRED.(TYP) EDGE OF DOCK LEVELER (VENDOR #I5) DOCK BUMPERS TYPICAL (VENDOR #15) DOGI< SEAL c rr a pj 3 1115011111 t�# 11% will f' a A, N {� - C� rr5 ' 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 01/50/2012 E31D/PERMIT` ® I � I ® �I W � I Drawn By: P.fox Project No.: 15101.00 0 0 I n- cc v ;, Q ,1 z 1 4 YARD NTAINEF a (ICY' ASHD G LEGTI\Z� c rr a pj 3 1115011111 t�# 11% will f' a A, N {� - C� rr5 ' 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 01/50/2012 E31D/PERMIT` ® I � I ® �I W � I Drawn By: P.fox Project No.: 15101.00 0 0 I n- cc i I .i ,..w »gym I I II .. . Jib l I: ' � �ILA MEMBRANE ROOFING SYSTEM. EXTEND ROOFING UP $ OVER PARAPET (TYP) REFER TO SPECIFICATIONS MEMBRANE ROOFING SYSTEM ON METAL DECK TO MATCH EXISTING NEIN BEAMS (REFER TO 5TRUGTURAL) — PAINTED 51b11 GYPSUM BD., SEE FINISH SCHEDULE Y4000 TRIM SEE INTERIOR ELEVATIONS GYPSUM BOARD CEILING ON GOLD FORMED METAL FRAMING RECESSED DONNLIGHT, SEE ELECTRICAL DRANING5 1/2" THICK THIN BRIGK OVER 5/11 GEMENT BOARD AND 5 5/fir" METAL STUD FRAMING AT Ib11®.c., SEE INTERIOR ELI-VATION5---- T/ COPING ELEV. 50'-411 0'— i(11 (T/ COPING TO MATCH EXISTING HEIGHT. VERIFY IN FIELD,) PAINT E3REAK ELEV. 25'-0" EIFS SYSTEM OVER RIGID INSULATION TO MATCH EXISTING THI6KNE55. (REFER TO ELEVATIONS) EIF5 REVEAL. REFER TO ELEVATIONS EXTERIOR GRADE SHEATHING OVER a" METAL STUDS CONTINUOUS FLASHING R-13 BATT INSULATION, TYPICAL I BEAMS (BEYOND) - GOLD FORMED METAL FRAMING, SEE STRUCTURAL - GONTINUOUS SHELF ANGLE - PRE-FIN15HED GO ATED METAL ROOFING OVE 0# FELT AND 5/4" T469 PLYA SHEATHING, SEE 5PEGIF TIONS INKLER LINE NOT TO PE THROUGH MURAL SEE INTERIOR ELEVATIONS GRAPHIG TO HANG TIGHT TO NALL ALUMINUM STOREFRONT, SEE SCHEDULE REINFORCED CONCRETE SLAB, SEE STRUCTURAL 1/2" PREMOLD EXP: JT, FILL TOP 1/2" vv/ SEALANT FR05T FREE SLAB (REFER TO 5TRUGTURAL) PMI1rI 1S^ IAIAI V n d DISPLAY WINDOW SCALE 3/4" 1'-0" Design and construction docurnents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of this design and theseconstruction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of 1-lerschman Architects, Incorporated. Date (Issue )(/30/2012 BID/PERMIT 0 Oratnfn Rv� P.fax Project No.: 0 0 (5 HERSCHMAN ARCHITECTS I N C O R P O R A T E D FI I Ir' L1D0Fr;0Q LJ V V I LIVILn I nvr�u, JUI I L 4V V CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.com WALL SECTIONS �IFV r,f 41� 1It l� ell is i .01 (III I pl if PREFINISHED ALUMINUM CURTAINWALL, SEE ELEVATIONS FOR DE56RIPTION sv T/ SOFFIT _ "'w ELEV. +11'-6 A.F.F. STEEL STRUCTURE, SEE 5TRU6TURAL DRAWINGS 5/8 GYP. BOARD OVER 2-1/2" METAL 5TJD5 r; PAINT AS 5GHEDULED____.. — GONTINUOU5 PLYNOOO BLOCKING AND ATTACHMENT BY VENDOR #5 ENLARGED DETAILD3 SECTION 5OALE 1 1/2" = 1'-0" a 5/8" GYP. BD. OVER �l 3 5/8" METAL STUDS U Q 16" O.G. --_� 5/4" X 6" WOOD TRIM (REFER TO INTERIOR ELEVATIONS) I, 1 ) '.++ 5/411 12 N12 -GUIDE RAIL FOR HURRICANE SHUTTER (SEE STRUCTURAL AND 5PEGIFIGATION5) AIR SPACE (5EE PLANS) STEEL TUBE W PL. (REFER TO 5TRUGT) 1/4" SHIM w/ SEALANT 4 BACKER ROD EACH SIDE (TYP) METAL STUD FRAMING, 5EE f C: EXTERIOR GRADE SHEATI ZING OVER 5TRUGTURAL I. 8" METAL STUD MEGHANIGAL DRIP, BY ROOFER — - EIF5 SYSTEM OVER RIGID INSULATION R-Iq MIN. FADED BATT TO MATCH EXISTING. (REFER TO ELEVATIONS) INSULATION — f ; ELEV. +12' -bbl EXI5TING BEAM TO REMAIN MTL. OOPING DRIP EDGE HAT CHANNEL PRE-FIN15HED MTL. FASCIA W/URIP EIF5 SYSTEM OVER I" RIGID (BELOW) — — - - (REFER TO STRUCTURAL) �. INSULATION TO CONTINUE FLASHING, DOLOR TO MATCH PRE -FINISHED VENTED ALUMINUM `� AROUND CORNER. - SOFFIT PANELS SEE INTERIOR ELEVATIONS AND \ GOMPRE551BLE FILLER PER _ — EIF5 5Y5TEM OVER I" RIGID? INSULATION � 1/2" GYPSUM BOARD CEILING q I/4" + METAL FURRING �_ . . GMU VERTICAL FLA5HING AT I _ � PRE -FINISHED GORRUGATED METAL, SEE SPECIFICATIONS (REFER TO STRUCTURAL) + + (REFER TO SPECIFICATION) CORNER. (TYP.) \\ ' 3/4" PLYNOOD SHEATHING AND GURTAINWALL, SEE ELEVATIONS I* METAL STUD FRAMING, SEE FOR DESCRIPTION/= - STRUGTURAL 1/4" DRIB' EDGE i SECTION DETAIL SrALE 1 1/2" = 1'-0" :... .; .:...._ .:' LI GHT C�AU%E MTL.+TUD FRAMING MECHANICALLY r_— _ _ - ._�� 'P CJ FASTENED (REFER TO V > CONCORD DREAM 5TRUOTURAL) PRE -FINISH ALUM SOFFIT BGYPSUM LIGHT GAUGE MTL. STUD FRAMING ROOFING MEMBRANE OVER EXTERIOR F.R.T. BOO ARD ON METAL STUD FRAMING r � 0� MECHANICALLY FASTENED" SHEATHING. (REFER TO STRUGTURAL) STEEL 5TRUOTURE ,ENLARGED D6 SECTION DETAIL ENLARGED ENLARGED D7 PLAN DETAIL D8 SECTION DETAIL 5r -;ALE I I/2 i, -o,, BOALE 1 1/211 = 1'-0" 50AL1; 1 1/2" 1'-011 I, 1 ) '.++ 5/411 12 N12 -GUIDE RAIL FOR HURRICANE SHUTTER (SEE STRUCTURAL AND 5PEGIFIGATION5) AIR SPACE (5EE PLANS) STEEL TUBE W PL. (REFER TO 5TRUGT) 1/4" SHIM w/ SEALANT 4 BACKER ROD EACH SIDE (TYP) METAL STUD FRAMING, 5EE EXTERIOR GRADE SHEATI ZING OVER 5TRUGTURAL 8" METAL STUD MEGHANIGAL DRIP, BY ROOFER — EIF5 SYSTEM OVER RIGID INSULATION TO MATCH EXISTING. (REFER TO ELEVATIONS) ELEV. +12' -bbl EXI5TING BEAM TO REMAIN DRIP EDGE PRE-FIN15HED MTL. FASCIA W/URIP -PREFIN15HED ALUMINUM GOUNTER EDGE (MATCH MTL. ROOFING FLASHING, DOLOR TO MATCH PRE -FINISHED VENTED ALUMINUM `� ---' METAL ROOF - SOFFIT PANELS SEE INTERIOR ELEVATIONS AND \ GOMPRE551BLE FILLER PER _ — SPEOIFIG WALLS 5EGTION5 FOR INTERIOR FIN15H AND STUD + \.. I MANUF. REGOMMENOATIONS 411 NOM. SOLID SPLITFAGE FRAMING �- �_ . GMU � PRE -FINISHED GORRUGATED METAL, SEE SPECIFICATIONS PREFINI5HED ALUMINUM \\ ' 3/4" PLYNOOD SHEATHING AND GURTAINWALL, SEE ELEVATIONS METAL STUD FRAMING, SEE FOR DESCRIPTION/= '{ ... �'` STRUGTURAL R-Iq MIN. FACED BATT ENLARGED INSULATION D9 SECTION DETAIL SrALE 1 1/2" = 1'-0" NOTE: RO INTERIOR sRIR EAtOn O ADDITIONAL I sOL ) 4 d REQUIRED. Qq D(tl ri) a J) Mi I 1 ) Design and construction doeurnents as instruments of service are.given inconfidence and remain the property of Hersehman Architects, 'the use of this design and these construction documents for.apurposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschnlan Architects, Incorporated. Date Issue 01/50/2012 BID/PERMIT I U) 1i 2 a _0"43 �, -�a5��a 6 ® g t- WS L qy U O g J � s SSI c C J o�13 N CsS 2 1-- 6 U U U E--� Ck �� 01 65 2 0 U !g — ® 1. U C a WB' a U S 6 U � CY aVn St Drawn By; p• �s� Project No,: 15101.00 (b in 0 0 NOTE: REFER TO INTERIOR ELEVATIONS FOR ANY ADDITIONAL FINISHES REQUIRED. (TYP.) I IG 5TRUOTURE TO REMAI T/ OOPI N ELEV. 50'-4" (T/ COPINGS TO MATCH EXI5TING HEIGHT. VERY=� IN FIELD.) FAINT BREA< ELEV. 2a'®O EXISTING 5" METAL 57IUD5 EX15 T ING EIF5 (REFER TO ELEVATIONS) PILASTER 5EYOND :ONTIN0005 FLASHING R-15 BATT IN5ULATON, iYP I CAL STEEL x-;'3RAC SEAMS (BEYOND) (REFER TO 5 T RUO I ) COLD FORMED METAL FRAMING, SEE 57RUCTURAL OONTINUOU5 SHELF ANGLE PRE -FIN 15HED OO ATED METAL. ROOFING OVE O. FELT AND 5/4" TSG PLY 5HEATHING, SEE 5PECI TION5 'THROU(5H MURAL 15EE INTERIOR ELEVATIONS 5 GRAPHIC TO HANG TIGHT TO FALL ALUMINUM 57OREFR®NT, 5EE SCHEDULE MEMBRANE R001' EXTEND ROOFING PARAPET (Ti`F.) 5FEOI FI CATIONS MEMBRANE ROOF 5`r5TEM ON METS TO MATCH EXIST NEN f3EAM5 (REFER TO 5TRUc i A4.1 m _ FAINT BREAK ELEV. 2a' -O" v EX15TINS 5" METAL 51F05 EXI5TING EIF5 (REFER TO ELEVATION5) U !RE TO REMAI 4" FACE I5RICK, SEE ELEVATIONS C", } . Design and construction documents as instruments of service are given in confidence and remain the property of Herschman .Architects. i he use of this design and these construction documents for. purposes other than the specific project named herein is strictly .prohibited without expressed writ', n ' conse n ri'en`consenof Herschman Architects, Incorporated. Date Issue 0l/5®/2012 f51D/PERMIT y 61:0 Q ia O � u � 6 U Buse � C6 ®mm� o u 2 �+ m a, N C L R 's Lo � � C 6_0 c 6 aZ z m R 1B t ° _ L 9;®� Ef'n ° �z��° DE_ C '01 E"gB C e �7S 0a 5 Drawn By: p.fox Pro iect No.: 13101.00 .. - I I5OORED SMOOTH FACED OMu I I Ifi (REFER TO EXTERIOELEVATION5) f 1• I ! x I I � I ��� R \ . LL X DISPLAY ; T\; EE CD LLJ jD/ , ` A %5 5 METAL 5 STRUCTURAL EXTRIORADE 5HFATHIN. 7\' REINFORCED MASON�Y 3RIOG TIES �, CONCRETE 5L 5, 5EE > I6OC. H®RIZ. $ VERT. �\' STRUCTURAL AL50 ALIGN K/ MTL. 5TUD X� FRAMING. (T 1=.) —FR NEEP VENTS ENTS IN ILA5TER5 I/2" PREMOLD EXPJT, THRU-FALL FLA5HIN6 ANDFILL TOP 1/2"/SEALANT " 1 YEEP VEN75 AT 24o.a., FRO5T FREE SLAB SEE SFE�(FICATIONS N15HED FLOOR FINISHEDJh , FL"O OR(REFER TO 5TRUC,TURAL)-17 ELEV. +0 -0 +'-0" . RAFINISHED GRADE - FIN15HED GDE - a ELEVATION VARIE5. > ELEVATION VARIES. AFIN15-ED YVALKG-O'-O 1/2 G 4 o 4. 41 7 HERSCHMAN G ARCHITECTS INCORa0 i 77 RA TED 56\ 25009 EUERY R64D, SUTE 400FL. Lac R ELAN, OH 128 , CLEV-320 0TEL (216) 223 FAX (216) 223-3213 COLUMN STRUCTURE DISPLAY IND TYPICAL INFILL MASONRY PILASTER Gvww.erschmanarchitects.com SECTIONWS41 WALL SECTION WS31WALL SECTION WS2�WALL SECTION VVS11WALL WALL SECTIONS SCALE 3/4" 1'-0" 5GALE 5/4" I'-0" SCALE 5/4" 1'-0" 50ALE 5/4 I' -C" i PRE-FINI5HED (REFER TO 5PI COLOR) 45`-4" A.F.F. TOP OF MA50NR _42'—O" A.F.i , STEEL ENTRANCE 4" 1 AC:E 51,;,'IC EXTERIOR ELi 5T EEL AN&LE POUR 51DE5 ( STRUCTURAL) 57EF-L TUBE C OF 4 PER PIE 57RU07URAL) 4" 5CORED 5' (REFER TO E> F-LEVA T ION5) 57EF-L TUBE F (REFER TO 57 EXTERIOR &R 4" SCORED 5K (RE 4" FACE I EXTER 57EF-L TUBE C PER PIER (REI 5 T EEL TUBE F' (REFER TO 5T EXTERIOR 6R, MEMBRANE ROO1 EXTEND ROOFING PARAPET (71`P.) 5PECIFIOA7I ON5 MEMBRANE VANE ROCf 5�5TEM ON METS TO MATCH EX15TI NEA BEAM5 (REFER TO STRUC NOTE. E � O INTERIOR � � 7 i� 3 � ��' - L3, i ;� "'3' FOR REFER � �. i ANY ADDITIONAL .. DD1 -O5 L'q FINISHES I t REQUIRED. - '_!- A4.1 mAMI NCS X-35RAC 1 N6 :UC T URAL,) ;AMI Nva X -BRACING ZUC:TURAL) GRADE -HIND. F . s L0 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 docunants°_fDr purposes other than the specific projectnamed herein is strictly prohibited without expressed written consent of Herschman Arghitects, Incorporated. Date"` Tissue ®Il3®/�OI� �I D/PERMIi' as TS U = c 6 Z3l , L � � �maomt ° %D u m ° r ° N. W ®� gy- as ® m 'n i-2- 6 R t`�°��n -If %D 16 _ In � t <`°'�6° Drawn By: .fox Pro iect No.: 15101.00> NOTE: M15R O INTERIOR ,E ON _� ANY ADDITIONAL FINISHES REQUIRED. (TYP.) 6" MTL. 5TUD5 @ I I 16" 9.e. EXTEND I I TO DECK, SLE I DI/A13.2 FINISHED GEILINS j I AHERE AFFLICABLE (REFER TO GEILINS I I PLAN) OR EXTEND 5YP I I TO DECK 'I I I I I MELAMINE BOARD I I (BY VENDOR #I) �I I I Y2" MELAMINE BOARD I (BY VENDOR #I) �I I I I i 5/8" SYF. 50. (USE M.R. 5(P. BD. IN TOILET ROOMS AND .JANITOR'S CLOSET) I 'I f I I I I ( _ I I I I `I I I I I I I I I TYPICAL I5. � o 1 61 I I} I I. I I. I 6" MTL. ST05 I' @ 16" ox— I I I T A.F.F. I I TOP OF MELAMINE I I I 'I I I I I I I I I I I I I I Ya" MELAMINE BOARD (BY VENDOR #I) I ! I { I I f I SIMILAR 13. I I I I I I, I I� I' (FINISH AS SCHEDULED) I� I I: I� 6" MTL. 57U05 I I. I I' I I I I I I I . I f - I I: I I I' I . I I I I I Ik I I: I I I I I. I I� I I' I I' I' I. I I: I I I I. I I� I I I I' I I�. I I. SIMILAR 02 a FINISHED BASF. BASE AS SCHEDULE® MHERE SCHEDULED) (REFER TO ELEVATION) 5/8" SyP. BD. (FINISH AS 5GHEDULED) 6" MTL. 51UD5 D 16" O.C'. 5" 5OUND BATT N5ULATION FROM FLOOR rO UNDImR511?E OF DECK =ATN Si=P,11FZ17Y M 7-CjH II-. 1 Ik I I I . 5/8" SYF. BD. (FINISH AS SCHEDULED) I IE: I; I -I/2 HAT CHANNEL HORIZONTAL 16" ®.r'. I I: I EXI5TIN5 MTL. 1 STUD AALLS I I I' I I ; 518" SYP. BD. (FIN15H AS SCHEDULED) 5 5/5" MTL. 57UD5 @ 16" o.a. I I: II II I: 1I II I II II I I' I I' II 51MILAR 02 I I 13. I FINI5HED BASE ®1 (HERE SCHEDULED) I I I ICS I I: I I� II I I 5/5" SyP. W. I (FINISH AS SCHEDULED) I I. ROOFINS 5Y5TEM ON I METAL DECK TYPICAL I 13. I I 31 �I�I TYF I I I 14 LF n4 I b I ; I I. I I 5/8" 611P.BD. I. I (FINISH AS SCHEDULED) I 3 508" MTL. 5TUD5 6" MTL. 5TUD5 @ I I I I I I I I 11 I� CEILINS HEISHT SLE PLAN I :I Ik FINI5HED CEILINS (REFER TO GEILINS— I PLAN) I I I I I I. �I I '1 I I I� I I' II I I� II I I� I I: �I I' ;I I 'I I I: II I I: I; FINI5HED BASE f (INHERE SCHEDULED) �,I I 508" 5 YP5UM BOARD J 6" METAL 5TU05 I' AT 16"®.e. I I I I I 5/5" 5yF5UM BOARD, I /EXTEND TO I UNDER5I0E OF DECK I I I 11 I. ,I I. I I I' I I; I I j I 50HEPULED BASE :I I F1A] I' �I I I I: I I. PIGAL I ®2 I I FINI5HED BASE ` I (INHERE SCHEDULED) I W 0-5 o r j, >�* J Design and construction documents as instruments of service ara given in confidence and remain the property of Herschman Architects. The us-- of seof this design and these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman qr 1, tests, Incorporated. Date Issue g C fl-sa V ®�S C m � aag oe% mom, ® iz -P - c = m cS 66c�o 00��� �y gam -®off — , ® 6 ® 8 s Drawn By: p.fox Project No,: 15101.00 --7-- 01% ®� ■ ®� f_ ills — I IS M 01 New A I. Emil. WIN Bi® rimL � I- 1- �� , 1111111, � Fin IIIIIIIIIIIIIIIIII� A i , r _ ®111111■�.�.a �, � �' � ��i�l� �_� ®� ■ ®� f_ ills — I IS M 01 IA A M. 2 WIN E _ W, rimL a A 3 ®� ■ ®� f_ ills — I IS M 01 IA A M. 2 WIN E _ W, rimL a A l Jn �Vn >r, s M Uh rc i �S fla£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 far purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date Issue 01130/2C12 E3IE;)/PF-R 17 a 45 O U b1 fl1 L y 6 S L r iR ® ® L C L L L 61 O 6 6 � 09 Li D c O s _ -a 61 U 8- O i�z4 Zi ¢n O ® O T E 'EE OB � ka m is Dram By. p".fOX Project No., 1510I.C® (0 0 LU (J) F-- LLI 0. LLJEi LL ID LU 0 'r HERSCHMAN ARCH'ITECTS IN C O R P 0 R A T E D ® ( :arALF- 5/52" = I'-®" �L. L6U, AH�bb93 25001 EMERY ROAD, SUITE a00 CLEVELAND, OH 44128 FIXTURENOTES i LL (216) 223-3200 0 . 1 ALL FIXTURIN& 5HONN TO BE PURGHA5ED BY &.G. FROM VENDOR #1 AND VENDOR #1 TO INSTALL iUNLE55 NOTED OTHERNl15E) FAX(210) 223-321 w w o. h e r s c h m a n a r c h i t e c t s. c m FIXTURING TO BE IN5TALLED BY a,G. GONTiRAGTOR TO GOORD(NATE IN5TALLATION OF FIXTURING vi/ MANUFAGTURER'5 5PEGIFIGATION5 AND RECOMMENDATIONS. AL50 COORDINATE w/ D5 's ON SITE FIELD Rm ESENTATIVE AND VENDOR. ARCHITECTURAL ALL TRIM 5HOAN ASAIN5T SLATINALL IS TO BE PURGHA5ED A5 FART OF THE VENDOR I PAG<AGE. TRIM 15 TO Be INSTALLED BY 6.0. ALL FIXTURE PLAN TRIM NOT A6AIN5T SLATAMALL, OR bN1111GH EXTEND5 BEYOND 5LATYdALL 15 TO BE FLRCHA5E0 BY C.C., AND INSTALLED BY Pa.G. A11m0 41 ,kx Fd?u: E 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 Hersohman Architects, Incorporated. Date Issue 6 1 6 U K 00 C 6 6 a Le 6 z O %D 4U3 m JS.s U O 6 $ 3 6 \ - 9iQ C3 s 6 3 fE E G z O a 2 B E p s 'n Drawn By: p.fax (0 a s 52 w W OE 0/4 i i BIKE RACKS fir MOUNTED BY VENDOR #1 AT ...... ............. ........... 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C' Y BY VENDOR #1 PAINT - DAZZLE G�-6 O AOR rYYN SWARD WLOR - #42q OYSTER &PAY P -40E PAINT - VERNAL FALLS PL -I FORMICA INHITE ff j" �REFER-105HEF-7AI2.2] FOR CONTINUATION INTERIOR FINISH SCHEDULE ATE12:6W-2011 F-� FAINT - BUCKRAM BINDINS EXISTING COLUMN METAL - 51LVER P-10 PAINT - AHITE FLOUR IN FOREGROUND METAL - PAN STEEL PAINT - LOUISBURS GREEN ® METAL - SALVANIZED P-5® PAINT - FR05TY NHITE PRF -1 I FIBER REINFORCED PANEL P- PAINT - HARTFORD (Z)56) GREEN �Y C' Y BY VENDOR #1 PAINT - DAZZLE G�-6 O AOR rYYN SWARD WLOR - #42q OYSTER &PAY P -40E PAINT - VERNAL FALLS PL -I FORMICA INHITE ff PAINT - DAREDEVIL PL -5 BRUSHED PENTER FAINT - CUSTOM BRICK 2 PL -2I BLACK FOREST GREEN Fr' -O" A.F.F. _ _ PAINT - 5OFTV4ARE L-2 YORKSHIRE CHERRY -�� PAINT - CINNAr-'ION STONE L-2- MATTE BLACK PAINT - SALAFASO5 GREEN L --5-1 TO MATCH ANTIQUE A5H - FORMIGA FAINT - BLUEBLOOD SNADINE FAINT - IRON ORE PL -41 01ILD CHERRY TNFDPAINT - MILLION DOLLAR RE L-4 5UEDE BLACK NIKE PAINT - COOL &RAY ® MEDIUM DENSITY FIBER BD. F-� NIKE PAINT - SATIN BLACK NMDF THERMOFU5ED MELAMINE PANEL F-qE FAINT - SILVER LAKE MDF - DOUBLE DEN51TY FP ---q 1l UA FAINT - NEBULOU5 I•NHITE ML -I MELAMINE - V`IIHITE FM7-20 METAL - BLACK CARBIDE ANTIOUE ASH N'-21 METAL - M15TY GRAY APINKLE B-30 6" VINYL COVE - BLACK -�� FETAL - PLAIN 5TEEL THIN BRICK VENEER . � ... �. � :, ... METAL - PLAIN STEEL GRA HIC5 - METAL - DARK SREEN 111 REFER TO SHEET AI2.4 FOR CONTINUATION FINISH TO DECK I i F' -O" A.F.F. _ .0. WOOD TRIM P-50 Ii' -B" A.F.F. _ PAINT BREAK LINEAh I5'-5" A.F.F. FAINT BREAK LINE BIKES / FITNESS '; ,_ F3 FLOOR - • REFER TO SHEET AI2.2 FOR CONTINUATION FINISH TO DE PAINT BREAr 1— 5" A.F.F. PAINT BREAD A.F.F. � ®F BRAN GRAPHICS I I'- 7" A.F.F. _ FAINT BREAD A.F.F. GYP. BD. 5 t4 LOZIER FIX-% VENDOR #1 BACK PANEL (' FF ---W BY VENDOR #1 LOZIER COR7 FILL BY VENI NO GYP. BD, BEHIND LOZIt (TYP. THROUZ 0'-0" A.F.F. FINISH F LOOF 5 4j 9 —N, _ 'Y` 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 Cc e�y�o a�o�mm Qlrj � Co j-, sa v ®®moi 6 m®� 1,3 o E® U g Drawn By, P.fox C�I� EXISTING COLUMN FINISH TO DECK HINT BREAK LINE IN FOREGROUND 1P-65 A.F.F. -IP IM P-34 �Y i BY VENDOR #1 G BIKES / FITNESS '; ,_ F3 FLOOR - • REFER TO SHEET AI2.2 FOR CONTINUATION FINISH TO DE PAINT BREAr 1— 5" A.F.F. PAINT BREAD A.F.F. � ®F BRAN GRAPHICS I I'- 7" A.F.F. _ FAINT BREAD A.F.F. GYP. BD. 5 t4 LOZIER FIX-% VENDOR #1 BACK PANEL (' FF ---W BY VENDOR #1 LOZIER COR7 FILL BY VENI NO GYP. BD, BEHIND LOZIt (TYP. THROUZ 0'-0" A.F.F. FINISH F LOOF 5 4j 9 —N, _ 'Y` 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 Cc e�y�o a�o�mm Qlrj � Co j-, sa v ®®moi 6 m®� 1,3 o E® U g Drawn By, P.fox C�I� EXISTING COLUMN FINISH TO DECK P-30 IN FOREGROUND A.F.F. T.O. WOOD TRIM i Fr' -O" A.F.F. _ _ � • AINT BREAK LINE65" � 0 AFF AINT BREAK LINE P-bq I5'-6" A.F.F. OF BRAND OVALS J � • , .. � � •. �. • . -� • '.: � . � ... �. � :, ... GRA HIC5 I `l" A.F.F. _ I—REAR A T BLINE GYP. BD. STARTS _.. ... ... .... - i�Apv�p��g P%✓ TRIM ' :. ...:::.. ..... .... .. :......... ... ... ..............:...... . :.:. - :: f� I t #I L .. .. . .....:.... .......... .... .. ........ 751--i'VENDIOR . ........... q :q::::q::: ::: �:::: : ::::: :: :::::::: a R FIXq TURE BYOR #I /, ..... f BACK PANEL (YF.,I ...:. :..:.:.: . . . .. BY VENDOR #I _..... NO GYP. BD. .. .. .. .. .... . , . . BEHIND LOZIER %; . .. ("rYP. THROUGHOUT) �... k O. 0" A.F.F. l I N15H FLOOR B-50 6" BIKES f FITNESS ELEVATIONE2 INTERIOR BIKES / FITNESS '; ,_ F3 FLOOR - • REFER TO SHEET AI2.2 FOR CONTINUATION FINISH TO DE PAINT BREAr 1— 5" A.F.F. PAINT BREAD A.F.F. � ®F BRAN GRAPHICS I I'- 7" A.F.F. _ FAINT BREAD A.F.F. GYP. BD. 5 t4 LOZIER FIX-% VENDOR #1 BACK PANEL (' FF ---W BY VENDOR #1 LOZIER COR7 FILL BY VENI NO GYP. BD, BEHIND LOZIt (TYP. THROUZ 0'-0" A.F.F. FINISH F LOOF 5 4j 9 —N, _ 'Y` 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 Cc e�y�o a�o�mm Qlrj � Co j-, sa v ®®moi 6 m®� 1,3 o E® U g Drawn By, P.fox C�I� I SCALE 1 1/2" 0 1'-0" S/gn YP. E30. 6'I 5/4." y "{O O �rRIM SEE ELEVATIONS x� .r �� : { � .' ia0t WALL rl STOREFRONT D2 n LAN VIEW P-30 FINISH TO DEGK E3RIOK VENEER 5-5/0" METAL 5TUD5 iNITH 5/41, V4000 %" GEMENT E3OARE) AND TRIM SEE j2" THIGK VENEER E3RIOK. ELEVATIONS SNOOD TRIM P-34 BY VENDOR #I kit 5GALE 11/2" = I' -O" A.1 STOREFRONT /4" 1NOOD TRIM 5/b" F.R.T. GLAZING SYSTEM (REFER TO PLYNOOP (TYF.) I I ELEVATIONS) BLOKIN 1-01 2'-I° " VENDOR #1 1 HURRI r ANF SHUT `r _R- I REFER TO L NS F.R.T. A000A®D NAILER LJ 5.9 NEA 5 51b" (206A.) MTL. STUDS ® 16" / AA O.G. (TYP.) LjF"' 5.0.9 CAVCAVITYINALL I/2 I/2" THIGf� BRIO -411 _ THICK E3RIGK VENEER VENEER ON /8 I /� AIRSFAGE GEMENT O R \ !� -AATER RE515TIVE E3ARRIER -5/5" GLASS MAT SHEATHING ®bMETALS STUD @ 161, O.G. all 518,11-1115/4" AIR5PAGE ICK VENEER @ STOREFRONT D4 PLAN VIEW 50ALE 1 1/2" = 1'-0" 40' -CII MAX GYPSUM BD. CONTROL JOINT 5PAGI NO JOINTS NOT TO FALL BEHIND GRAPHII05 INTERIORFINISHUPDATED:630_LOII P -c1 PAINT - BUGKRAM BINDING METAL - SILVER FP-- 1-0 1 PAINT - WHITE FLOUR REA METAL - RAN STEEL P42 FAINT - LOUI5BUR6 GREEN RT -401 METAL - GALVANIZED P-30 PAINT - FR05TY WHITE Imp -A FIBER REINFORCED PANEL P-34 PAINT - HARTFORD 056) GREEN R` qP r COLOR ACRO *12qAY P-62 PAIN'C` - Ac�ovYN coR�R CUA COLOR - M2q OYSTER CRAY P-65 PAINT - VERNAL FALLS rPL-I FORMICA WHITE P-66 PAINT - DAREDEVIL PL -3 BRUSHED PEWTER 2-67 PAINT - GUSTOM BRICK 2 PL -21 BLAGK FOREST GREEN T-4,51 PAINT - 5OFTNARE L-2 YORK5HIRE CHERRY P -T2 PAINT - GINNAMON STONE L-2 MATTE BLAGK P-14 PAINT - CALAPAC05 GREEN LP3i TO MATCH ANTIQUE A5H - FORMICA P -T6 PAINT - SLUEBLOOD L -3a %RENADINE -�� PAINT - IRON ORE PL -41 NILD CHERRY P_62 i�PAINT -MILLION DOLLAR L-4 SUEDE BLACK P -8E NIKE PAINT - GOOL GRAY MDF MEDIUM DENSITY FIBER BD. --b-51 NIKE PAINT - 5ATIN BLACK —p NMDF THERMOFUSED MELAMINE PANEL P-aO PAINT - SILVER LAKE Fuf-vD MDI= - DOUBLE DEN5ITY PSI UA PAINT - NEBULOU5 NHITE UK -I I MELAMINE - NHITE F-201 METAL - E3LAGK GARBIDE ANTIQUE ASH MIT -21 METAL - M151Y CRAY WINKLE B -3O b" VINYL COVE - BLACK 9-23 METAL - PLAIN STEEL THIN BRICK VENEER >-� METAL - PLAIN STEEL Mfr- METAL - DARK GREEN NOTE: REFER TO ROOM FIN15H 50HEOULE FOR ADDITIONAL FIN15HE5. DUPLEX OUTLET TEAM SPORTS IS" AEP TO L_rrai3 l INTERIOR T9 OOUTLER OF V0012 TRIM SCALE 1/4" = 1'-0" 40'-0" MAX GYPSUM BD. GONTROL JOINT 5PAGINO 40'-0" MAX &YP5UM Biz. GONTROL JOINT 5PAGING JOINTS NOT TO FALL- BEHIND ORAPHIGS JOINTS NOT TO FALL BEHIND ORAPHIGS P -3O C.J. G.J. FINISH TO Dr -GK 6'wl)%" NT DREAK LINE OIALIrNN HITH BAGK OF TO GENTER OF GRAPHIC OF AISLE FOCAL. FIXTURE e®I 2" SNAP FRAME BY TYP. 5f AGING VENDOR #& 6RAPH16 6 -2 H 11' _O" A.F.F. — BY VENDOR PAINT DREAK I INnS - I r®� PAINT BREAK LINE OF BRANDING \, 4 OVAL5 4 GRAPHICS II'-�t" A.F.E. PXINT DREAK LINE P�62 8'-0" 00 TRIM C,f�.-215 TEAM SPORTS DY VENDOR #6 DUCTAIR TRANSFER DUCT 63 P-3® AI2.1 P-3� Y VENVOR #I c� X I ......... ....... I vISH TO DEGK RA1 X 0 1 DUPLEX OUTLET TEAM SPORTS IS" AEP TO L_rrai3 l INTERIOR T9 OOUTLER OF V0012 TRIM SCALE 1/4" = 1'-0" 40'-0" MAX GYPSUM BD. GONTROL JOINT 5PAGINO 40'-0" MAX &YP5UM Biz. GONTROL JOINT 5PAGING JOINTS NOT TO FALL- BEHIND ORAPHIGS JOINTS NOT TO FALL BEHIND ORAPHIGS P -3O C.J. G.J. FINISH TO Dr -GK 6'wl)%" NT DREAK LINE OIALIrNN HITH BAGK OF TO GENTER OF GRAPHIC OF AISLE FOCAL. FIXTURE e®I 2" SNAP FRAME BY TYP. 5f AGING VENDOR #& 6RAPH16 6 -2 H 11' _O" A.F.F. — BY VENDOR PAINT DREAK I INnS - I r®� PAINT BREAK LINE OF BRANDING \, 4 OVAL5 4 GRAPHICS II'-�t" A.F.E. PXINT DREAK LINE P�62 8'-0" 00 TRIM C,f�.-215 TEAM SPORTS DY VENDOR #6 DUCTAIR TRANSFER DUCT 63 P-3® AI2.1 P-3� Y VENVOR #I c� X DUPLEX OUTLET TEAM SPORTS IS" AEP TO L_rrai3 l INTERIOR T9 OOUTLER OF V0012 TRIM SCALE 1/4" = 1'-0" 40'-0" MAX GYPSUM BD. GONTROL JOINT 5PAGINO 40'-0" MAX &YP5UM Biz. GONTROL JOINT 5PAGING JOINTS NOT TO FALL- BEHIND ORAPHIGS JOINTS NOT TO FALL BEHIND ORAPHIGS P -3O C.J. G.J. FINISH TO Dr -GK 6'wl)%" NT DREAK LINE OIALIrNN HITH BAGK OF TO GENTER OF GRAPHIC OF AISLE FOCAL. FIXTURE e®I 2" SNAP FRAME BY TYP. 5f AGING VENDOR #& 6RAPH16 6 -2 H 11' _O" A.F.F. — BY VENDOR PAINT DREAK I INnS - I r®� PAINT BREAK LINE OF BRANDING \, 4 OVAL5 4 GRAPHICS II'-�t" A.F.E. PXINT DREAK LINE P�62 8'-0" C,f�.-215 TEAM SPORTS DY VENDOR #6 LEVEL 5 FINISH REO'D - ---------------------- . .......... .. ...... ...... .... .. ... ....... . il( !may *6 tf < 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 � 0I/30/2012 BIP/PERMIT ---------- > J> €� j E5 Al2.1 /i 111 ® Z 63 m E6 U��� j — 8 ® o \ F3 OR// as 113 w IR c> AI2.1 ® s 99 =� it 7 93 / p��� C, ' E o —.g N w��o E ® s CJ < s k - nes U ii Q_ j y i Drawn By: Project No,: 15101.00 co I > jy I ON i ,.►, :._ ? I :::.. ...... M i E° ...... _._.... S : -- :..:: j FIXTURE LENG ............ TH F,. I ........... .. ......1. ..... ... ......... .. .... ............. ......... ............. (.� .. TEAM SPORTS \�FP1 FLOOR PLAN\ SCALE I/4" = I'-®" 1, "If d FF. 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E312. ------/ I I I VENDOR #1 I BEHIND LOZIER FOOTWEAR REAR WALL . SOLID BAGK PANEL (TYP) (TYP. THROUGHOUT) E4 INTERIOR ELEVATION . mi � BY VENDOR #1 � 50ALE 1/4" = I' -O" 0 . I I I I I I I I I I 1-1 --- -1------- ,-----.-,.-,_--...-.-_--.--,---,-----.-- ----- —.— --- --.----.----- 1.1----l-�— ,14'-O 1' A.F.F. TOP OF TRIM 4 PAINT BREAK .$ 1,5'-T� A.r-.r-. T.O. _ _ _ T.O. 6RAPHIC, FRAME VqP TRIM (P-541 -,--, BY VENDOR #1 �* O'- I" A.F.F. L B.O. TRIM FIXTURE mr--------- BY VENDOR #21 I, P-qq BEHIND FIXTURE 01 011 AFF 111!!'', Ill 7'�!�l� `7,1 " , i , 2171�1" �'1-1#1'i ,'Itl�1111' ; I r, ,,, � ; i , `4 � E 11 � N u lD--`� 1 P ,� Y452 12.2 1 F-� 9:tj I —: F -P --c-11 PAINT - BUCKRAM 5INDINr-, ELM cm P-10 PAINT PAINT - VVITE FLOUR MT -M METAL - RAN STEEL rP-- 1 2-1 PAINT - LOU1513UR6 GREEN - Kr -401 - METAL - GALVANIZED FP --501 PAINT - FR05-FY WHITE [FRE0 FIBER REINFORCED PANEL TR PAINT -HARTFORD (v%) GREEN I - I ACROVYN PANEL COLOR - M2q OY5ETER GRAY -6—:2 FP —1 - �. [�oj ACR01M CORNER GUARD COLOR - 124 OYSTER 6RAY 1E01 PAINT - VERNAL FALLSPL-I FORMICA WHITE FP--(o-(ol PAINT - DAREDEVIL FP -L--51 BRUSHED PEINTER P4 PAINT PAINT - CUSTOM BRICK 2 K-20 BLACK FOREST GREEN M === PAINT - 5OFTNARE FL ---2-4 == E Fp---121 PAINT - CINNAMON STONE RE -:23 MATTE BLACK P-T� - I- L-3 I FE -1-6-1 PAINT - BLUEE3LOOV PL---3-ql E FP --15-1 PAINT - IRON ORE FE -40 WILD CHERRY [ E�91 ig== M E -o SUEDE BLACK E. a IIIIIIIIIIIIIIIIIII M0 0 NIKE PAINT - COOL CRAY � 0 — 0 a" EE) NIKE PAINT - SATIN BLACK I&M I 11 -- 5H FLOOR -50 FOOTWEAR E7 I INTERIOR ELEVAM 11 I I INTERIOR FINISH SCHEDULE 11PPATM6.309011 F -P --c-11 PAINT - BUCKRAM 5INDINr-, ELM METAL - SILVER P-10 PAINT PAINT - VVITE FLOUR MT -M METAL - RAN STEEL rP-- 1 2-1 PAINT - LOU1513UR6 GREEN - Kr -401 - METAL - GALVANIZED FP --501 PAINT - FR05-FY WHITE [FRE0 FIBER REINFORCED PANEL TR PAINT -HARTFORD (v%) GREEN FC-V-_� ACROVYN PANEL COLOR - M2q OY5ETER GRAY -6—:2 FP —1 PAINT -DAZZLE [�oj ACR01M CORNER GUARD COLOR - 124 OYSTER 6RAY 1E01 PAINT - VERNAL FALLSPL-I FORMICA WHITE FP--(o-(ol PAINT - DAREDEVIL FP -L--51 BRUSHED PEINTER P4 PAINT PAINT - CUSTOM BRICK 2 K-20 BLACK FOREST GREEN Ff--b-E PAINT - 5OFTNARE FL ---2-4 YORKSHIRE CHERRY Fp---121 PAINT - CINNAMON STONE RE -:23 MATTE BLACK P-T� - FAINT - GALAPAGOS 6fEN L-3 I FE -1-6-1 PAINT - BLUEE3LOOV PL---3-ql GRENADINE FP --15-1 PAINT - IRON ORE FE -40 WILD CHERRY [ E�91 TNF PAINT - MILLION DOLLAR RFD E -o SUEDE BLACK IER NIKE PAINT - COOL CRAY W] MEDIUM DEN51-TY FIBER 50. EE) NIKE PAINT - SATIN BLACK I&M THERMOFU5EP MELAMINE PANEL T- PAINT - SILVER LAKE � mor- - DOUBLE DENSITY FP ---q -I I UA PAINT - NEBULOUS AHITE FRLL -- 11 I MELAMINE - NHITE Hf�291. METAL - BLACK CARBIDE K -M ANTIQUE ASH - TT -21 METAL - M15TY CRAY WRINKLE 8--361 ev, VINYL COVE - BLACK Fm—T-231 METAL - PLAIN STEEL - RK- . THIN THIN BRICK VENEER ff METAL - PLAIN STEEL ff METAL - DARK, 6REEN 11AU I1^: KLrt:K I U KUUM HNIbM t)(-,,HJ--UULt t-C)K ADDITIONAL FINISHES. 0 J--, 11, ��V\ � f . - � 0, �-,,k)�-�i �✓� - " , - C-,- `4� ) - I I 1,, �, I � - CID� '�:.D,,\ � " � , . � - ,k1, -� � I 1� 1 , ': 0 -��, 1;tL1 --,, , - (0 11 , mll �� I '_1 1. -10 4 �Lgi I ) .1 GI -L- " 1- 0 ?" -� , rte,- I i � � , (D -1 �-- '%�11, u - -3_- -- 11 A. Jam.- c. ,/ . I I I . "' -� y ,,,- ,--.� � DI � /-- "..., �" � `1� � P , � -� �Z, %,2 I � -,) .i,�',c--. i"',"% , , , I , , I , : I � I I I i � 1 — � I Design and construction docurnents as instruments of service are given . inconfidence arid remain the property of Herschman ArclhitoQts, The use of this design and these construction documents for purposes other than I the specific project narned herein is strictly prohibited without expre5sed � written consent of FlprsGhman i Architects, Incorporated. Date ISSUP, — - 01/50/2012 510/PER�41T � 0 0 0 i � ® I : i I I 0 � � 0 � i I � I to � � � I a � I i i 0 � I I � 0 11� ! I I ® I� a I ! � (5 :� a I I a 0 � QD I 0 � � 0 a U -L,- ! 6 . . - cis ,,- --, q r- -.' 'n U I - � = 0 10 " = K3 U - I- G 2 8 0 v ? .- . I I F- . ® 1 L- E , �- R %3 0 =, 6 -- : %8--u2 a U) r- 0 � . t- C -te C ��l 0 C)U -� P 0 -a -� 0 , � 2 -k-3 "g. 'n � , q') 0 ,-- 0 1 Q q) 2 g -L : : 0 - ,0-- , IN ,-, a N S- C_,n it) - t � 5 26' N - b- - --6 t , - 'J ® = U � = 41 di- �� -2 . Q,) a., -2 -U � 5 0 : 0 --u,2`2 "n T. t3 2 t 121 I o 0 =6 ,e -0 , z CS, S.\ : 0 � - I C -1_U ,, , - � 6 � it ii C,�', -v " 9 -I- -6 2 -2 h I , -R - '. � � E � 2, �p U - ') �'� �- .R 2, 'a - 2-3 � 0 0) -2 . 'Ci I .lu5-0 F- QE- I ,� 2 C,J 0 -M -g = ;? -, .9 Q S -�) -,- I " " '3 :�' -2 " "3 � E 0 -le ,a 0 C- - 11 U If Q3 -,I g r; � 2 W3 c � � U - I = ID 0 0 , < ') -9 " Drawn By: P.SOx 'I � � �Project No,: -- — 15101.00 , S. DUPI I N5T 1 I—cl I GRA BY N GRA VEN] LIGH PRO' VENE INSTi G.G. 6RA BY 11W GRA VENT &5�4 S/4 .T. BLOGKING GONTRA,GTOR PER TO A2.2 P, DETAILS). T. BLOCKING GONTRACTOR =ER TO A2.2 11 DETAILS). Iii' -O" A.F.F T/ TRIM BE WOOD TRIA (BE=YOND) E VENDOR #1 15-1"A.r.F. T.O. GRAPE° SNAP FRAh GRAPH 10 B VENDOR #E WOOD TRIM VE=NDOR #1 10'-I" A.F.F. B.O. TRIM GRID FIXTUI PROVIDED VENDOR #2 .T. 13LOGKING CONTRACTOR FER TO A2.2 R DETAILS). 3/4" MDF T# PAINTED P BY VENDOI 3/4" WOOD TRIM FINISH ALL P-34 WOOD GOR PAINTED P VENDOR 01 (0" METAL STUDS WITH 5/8" GYPSUM BOARD ---J-J 4-- L ---L ------ _... --__._ i 6" METAL 5TUD5 ® 16" c 5/a" GYP. BD. I"INI5HF-D 1 3/4" ACOP TRIM BY \10 , -. —I I— —, I— —rAINLE55 STEE=L GORNER GUARDS, BOLTED TO FLOOR PER MFR'S SPEGIFIGATIONS. MFR BY BOSTON RE=TAIL (1-8,00-225-1655), PART NO. 55GP-24 I I a=te a, a (M f resign and construction docurnents s instruments of service are given i confidence and remain the property f Herschman Architects. The use f this design and these construction ocurnents for purposes other than ie specific project named herein is trictiy prohibited without expressed ritten consent of Herschrnan rchitects, Incorporated. tE ISSUE 30/20I:2 BID/PERMIT w w w w �L�� a v 6 w QD Q u, ® ep c m 'A w�2�c w -9 2 a lbL L: e fo 01 ra 'n VJ w JZ E�8�® wn By; p.fox ect No,; IIOI.C�C I n- Ir FL. LIC, AR95693 25001 EMERY ROAD, SUI [E 400 CLEVELAND, OH 44128 TEL (216) 223-3200 F/ -\X (216) 223-3210 www,herschmanarchitects.com ppp ➢1 �I� �1, V LNrun�i ms 191E u�niurru�ri. IVTih' �i� FIN15H TO DECK I -V0" A.F.F. _ PANT �Ri°AK L(NE, T .O. Y OO:;` TRIM REFER TO 5HEET Al2.7 FOR CONTINUATION O'–O" A.F.F. — IN15H FLOOR CASH WRAPSEl I INTERIOR ELEVATION_ ` o 9 (7i n -j Design and construction documents as instruments of service are given in confidence and remaln 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 consentof Herschman Archi�te'cts, Incnfporated. Date 7 Issue g g - 6. 'S U s m ® V 63 C 1b Q Op 3 Q- C: iz en 0 ci J ��-0_ 'z in -Z 6 Is O ® iii -0 ua m O O IS -3 mis 6 C-1 c -J ® _ L ® 0 O in v TS E in 0— g 0 i5 E75 q=3 ” vi _-13an ® Q s3 g ray l? Drawn By: F-' ®x Proiect No,: 15101.00 ob 16-6” A.F.F. B.O. TRIM N5N 3 /5" (200,x.) WL. STUDS @ I&" F.R.T. INOOD MAILER 5/4" X10®D TRIM (REFER 70 ELEVATIONS) VENDOR it—oil I f u 1 5/4" AIR5PAGE --5 i-" 5LA55 MAT 5HEA7HINC-5 - HURRICANE SHUTTER - REFER T 5FECIF1r,ATI0N1-5 CASH WRAPS F 9 FLOOR PLAN N 1 t INTERIOR FINISH SCHEDULE L A"P:6 X0.2011 P-� PAINT - BUCKRAM BINDING `x-26 METAL - 51LVER P40 PAINT - NHITE FLOUR METAL - RAMI 5TEEL P -I2 PAINT - LOUISBURG GREEN METAL - GALVANIZED P -3O PAINT - FROSTY FINITE �P-1 FIBER REINFORCED PANEL P-34 PAINT - HARTFORD (D55) GREEN "'LR�&RA-Y P-62 PAINT - DAZZLE ��-� ,act c OYSTER c� (coli - FS TOS PAINT - VERNAL FALL5 p -L-- -11 FORMICA NHITE P-66 PAINT - DAREDEVIL PL -3 BRU5HED PENTER FE -4f PAINT - GU5TOM BRICK 2 PL-ZI BLACK FORE5T GREEN PAINT - 5OFTAVARE L-2 YORK5HIRE GHERRI' �- K2 PAINT - CINNAMON 5TONE L-2 MATTE )SLACK PAINT - SALAPASOS rREEN pal TO MATCH ANTIQUE ASH - FORMIGA -�� PAINT - BLUEBLOOD SRENADINE PAINT -IRON ORE PL -41 AILD CHERRY x_62 RE PAINT -MILLION DOLLAR L-4 5UEDE BLArx FEE NIKE PAINT- COOL GRAY MOF MEDIUM OEN5ITY FIBER BD. IEEE I NIKE FAINT - 5ATIN BLACK PRE THERMOFU5ED MELAMINE PANEL PAINT - SILVER LAKE MDF - DOUBLE OEN5I7Y UA PAINT - NEBULOU5 AHITE ML -I MELAMINE - AHITE -20 METAL - BLACK CA IDE ANTIQUE A5H -a1 METAL - MISTY GRAY ARINKLE 5-500 6" VINYL OOVE - BLACK METAL - PLAIN 5TEEL THIN BRICK VENEER 941 METAL - PLAIN STEEL -7-2S METAL - DARK SREEN NOTE: REFER 70 ROOM FIN15H 5GHEDULE FOR ADDITIONAL FIN15HE5. LU LU LL LU w NOTE: REFER 70 ROOM FIN15H 5GHEDULE FOR ADDITIONAL FIN15HE5. VARIES EX. MALL CEILING HT. THINBRIGK VENEER 4 MORT (REFER TO SCHEDULE) THINBRIGK ON 5/5" CEMENT BOARD ON MTL. STUD5 ® 16" O.G. SECURELY FASTENED TO DEM151N6 WALL.iJ., / S b" G.W.B. ON 5-5/5" MTL. 1 STUDS ® 16" O.G. SECURELY FASTENED TO DEMISE WALL INTERNALLY ILLUMINATED "DICKS" SIGN- . 12" BLOCK � a'_aY" A.F.F._ _ SOFFIT HT. - MTL. SOFFIT (P -U BY -� VENDOR #b OVERHEAD GOILING SECURITY DOOR (REFER TO 5PEGI FI CATI ON5) ALUMINUM "WRAFP" PURCHASED AND INSTALLED BY G.C. - CONTACT VENDOR #b. —�- DOOR GUIDE (BEYOND) THINBRIGK VENEER THINBRIGK VENEER $ MORT. (REFER TO SCHEDULE) II �. 11.,3 r �Ii.l I.l . ;.::I i�J. .:&. I. u . .6I. Ill i 1: ,,:.;:.1.__ ...._ I. I . III ,L .__,.. I,, .... ... ,_ n' _.. J[Au .I .. ....,.. ........ .. . ......._...L. _. ,. ..,. ,. .... �-.,. J� . .-1.a.,__.. A i I 50" is BD. SECURE TO DECK. GYP. BD UP TO DECK. 5/6GYP. BD. OVER S 5/b" MTL. STUDS ® 16" O.C. (TYP) \1CI_21 A.F.F. \ 1, ITJOP OF ALUM. ENTRY FEATURE \ 5 5/b" MTL. 5TUD5 CROSS, BRACING ® 16" O.G. (TYP) ALUMATEK COILING DOOR g� U HOUSING AND MOTOR T B0X BEAM. TRACK AT TOP ' AND BOTTOM. REFER TO 5TRUCURAL. OPENING HEIGHT. ALUMINUM "ARAP" PURCHASED AND INSTALLED BY G.C. - CONTACT VENDOR #b. —L- TYPICAL —C COORDINATED THIGKNE55 OF DOOR AND HANDLE W OPENING ABOVE 50 BOTTOM OF POOP. ALIGN5 FLUSH WITH OPENING IN FULLY OPEN POSITION. KEY OPERATED 5WITGH NOTE: KEY OPERATED 5WITGH TO BE LOCATED ON STORE 51DE OF __Nz GRILLE ON STORES THAT HAVE AN EXTERIOR ENTRANCE. 5TORE5 THAT - HAVE A MALL ENTRANCE ONLY, ® PROVIDE KEY OPERATION ON BOTH jg SIDES OF GRILLE. tL- --- --- ©'_O"(f) A.F.F. _ r„f_i FINISH FLOOR 11-411 (VARIES) A.r_I=. _ E%. MALL BU KHEAD L MTL. STUDS ® 16" O.G. SECURELY FASTENED TO MALL DECK. THINBRIGK VENEER TILE -I TYPICAL FEATURE PAID SIGNAGE BEYOND - ALUMINUM "WRAP" TRANSOM HEADER PURCHASED AND I145TALLED BY G.C. - CONTACT VENDOR #b TILE -I - TYPIGAL THINBRICK VENEER 5" x 5" GRILLE SUPPORT POST SUPPLIED AND INSTALLED BY GG INSTALL MOUNTING BRACKETS ON FRONT 51DE OF P05T (TOWARD MALL) CONGEAL GROOVE AND MAINTAIN INDICATED DISTANCE FROM FACE OF STOREFRONT FINISH MATERIAL TO END OF GRILLE GUIDE ROLL -UP GRILLE GUIDE STOREFRONT FIN15H GRILLE GUIDE MATERIAL DETAIL SCALE I/2" = 11-0" NOTE: KEY LOOK TO BE INSTALLED ON STORE 51DE OF FRAME. CLEARANCE FOR THIN -BRICK AS BLOCKING AS, PROVIDED r _ __- __-_ __ _ A) 5GHEDULED (REFER TO ELEVATIONS) BY VENDOR #b— "------------! =, = g --_ -------------, - -� -, A i I 50" is BD. (UNFINISHED AHERE NOT EXPOSED) Y2 ALUMINUM STOREFRONT 4 5 5/b" (206A) MTL. STUDS @ 16" O.G. (TYP) GLAZING SYSTEM. THIN -BRICK AS SCHEDULED / AND (REFER TO E=LEVATIONS) _ SEALANT _-_ - BACKER-ROD—EACH SEALANT AND BACKER SIDE (TYP) ROD (TYP.) BLOCKING AS REQUIRED. (TYP.) — — GUIDE 7RAGl TO ALIGN W BRICK FINISH. BRACKET ABOVE STORE 51DE CLEARANCE FOR BLOCKING AS PROVIDED LINE OF FIN15H BY VENDOR #b SEOTION B GRILLE GUIDE 5/b" GYP. BP. D4 DETAIL (UNFINISHED %HERE NOT EXPOSED) IIp011 HOLD L______________J __- ------------ ALUMINUM ENTRANCE FEATURE BY VENDOR #b 50ALE 1 1/2" = 11-011 D1 DETAIL ENTRANCE FEATURE — 5/b" G.A.B. ON 1 1/2" MTL FURRIN . I2" BLOCK %ALL — 5TL. BEAM. REFER TO STRUCTURAL. 14'-O"(±) A.F.F. _ _ WINDOA HEAD HEIGHT 5/6" GYP. BD SOFFIT PAINT . P-54 (TYP) 5/b" GYP. ISD PAINT P-54 (REFER TO ELEVATION5) ALUMINUM "WRAP" TRAN50M HEADER PURCHASED AND INSTALLED BY G.G. - CONTACT VENDOR #b rel 4"W A.F.F. _ -1Y SOFFIT HEIGHT. TUESE 5TL . REFER TO STRUGTU L. 5/b" GYP. BD PAINT P-54 (REFER TO ELEVATION5) GLIDE TRACK ROLL UP GRIkLE 2'-5%i1 L I'-45/4" TS v°X °X!-: n �w T5 4"x4"x-511 2-b"x2-b "x-' CONCRETE FL (2) 5-61 SLEEVE ANGF 11%RAP" TRAN50M 4ECHANIGALLY a TO GYPSUM. BD. AS, a BD. OVER S 5/b" MTL �" O.C. (TYP) REFER TO 'IT HEIGHT. BD. (BEYOND) DER NIL 1/2" = 11-011 .1 16 O A.F.F. VERIFY �%. MALL ESULKHEAD _Z L _- L� — 1 VERIFY WI/ LEASE %INDOA OPENING HT. � �L—L / � - / r A®.�? f m I_ I L_ 1_LL LCIZIC 1 �L_ _ I o° nn)g�Hm (goo 0O 19 CALUM RUN] ��_� A.F•F• S�LZ_�s L SOFFIT HEIGHT ��� -I-- a o -LrL � GUAL GUAL INTERNALLY ILLUMINATED- (TYP.)(TYP.) "DICKS" SIGN VERIFY MALL ENTRANCE WIDTH A / LI AS PER D56 LEASE EXHIBITS I__l._ TLJ Z - 1_ S a a SECURITY - TrLI�I-LfS>-L / I_ a o UNIT GLAZ C� AZ - ZI �LLIZL LC L f. ..J 1:_L ����L L i LL -I L L L LL / / I—ILL ::I- 1=11- :I- / Lj o o l�L� d✓ L IC 1111 L Z B Z�LrLrL�_L � L _.L _I_ . _. _L .I_7_IJ- 0'-0" A.F.F. _ / / / OPEN TO D SG IN15H FLOOR RK - RK- TILE�I SOLDIER GOUR5E TYPICAL TYPICAL BRICK TO CONTINUE To BOTTOM OF MALL BULKHEAD (TYP.) Z-I— I-.:..L� I o s L �I�ZI LI_L-r CSS (��rol1 Ll :_I- _L ALUM a �-cLl-�l =L_ =1� _-�i a ti I �1-.I—l�_LrLLZ� L _I -T_ 71� / LI�� L11L11_ Z—L — _C L LI_L L -L— ZL-LL a a L GLAZ - -- GLAZ --L�CILL LI .I L - --CZZZ I_ I r I / RK- M -I RK- TILE - SOLDIER 601JR5E TYP16AL TYPICAL. TYPIC 5EOT ION O o -.y. s I ' i !� Y� @ h� }•!% a _., L.� LZ._, �"" Gsra 3 f �•'� PAINT BREAK LINE ON 14'-OF.F. _ A " A.INDOA OPENING W-&" A.F.F. 50FFIT HEIGHT 0'-0" A.F.F. INISH FLOOR 10 B EXISTING ALUMINUM ENTRANCE FEATURE BY VENDOR #5. IN5TALLED MALL CONCOURSE BY G.G. 5'-1111 20'-2" DIMENSIONED F5.�OM FACE OF GYP. BE,. 4'-411 51-011 121.4 II ^ 41-411 ROUGH OPENING TROUGH✓ 0P.N INC I -4 I -4 51_011 ROUGH OPENING 11 1 11 EDGE OF ALUMINUM. 4 ENTRANCE FEATURE ABOVE �7 21-411 LL SIDE t ---------------------------------------------------q' 125 / SECURITY GATE (REFER TO SPECIFICATIONS) 12.452 12, STORE SIDE 1 I ALUMINUM ENE FEATURE 13Y VENDOR . INSTALLED y EQUAL Em , Q(MAX.UAI- EQUAL BY G.G. (MAX. b1-011 ®.EJ.) (MAX. '-O" C.) 81®y^y 11 ®. .) 4✓ Ei1 - 4J - E2 -12.4 A51 f I. INTERIOR MATERIALS BRK-2 THIN BRICK VENEER (REFER TO 5HEET A5.0) TILE -I ACCENT BANDING METROPOLITAN CERAMICS - BUCKSKIN 105 -y Wall % -` 5/0.11 M -I MORTAR JOINT (REFER TO 5PECIFICATION5) ALUM ALUMINUM ENTRANCE FEATURE, FAUX BEAMS, 4 STEEL TRIM BY VENDOR #b. COLOR TO MATCH (P-50) GLAZ KAWNEER ALUMINUM 5TOREFRONT 5Y5TEM (REFER TO SPECIFICATION) EIFS j EXTERIOR INSULATION FIN15H SYSTEM COLOR=MATCH (P-5I)GAE=N STONE 5%0025 (REFER TO 5PECIFIGATION5) 3.5X ,45X X U X pC�i I[CC C COOD- CEJ DICK'S SPORTING GOODS LOGO PROPORTIONS ENTRANCE 1AURt..: GRAPHIC I. DETAIL SCALE 1/2" = I' -01i Design and construction documents a rostrum@nts of service are given in oonfldence'and remain thero ert P P Y 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 Flersctiman Architects, Incorporated. DatE ISSUE: OI/�®/2012 BID/F'Er�.MIT QDw �i W1 c — v 2� i 2 m ® � Qb m -2 m -2 ® � a. U 6 4 d y ®1 � - ® s22 �L ® ��� 1 K 23 -2 0Iz ECL �-5 ®' Drawn By: P.fox i O/ L BRACKET ABOVE STORE 51DE LINE OF FIN15H SEOTION B GRILLE GUIDE D4 DETAIL 5CALE r✓'i = IIp011 2'-5%i1 L I'-45/4" TS v°X °X!-: n �w T5 4"x4"x-511 2-b"x2-b "x-' CONCRETE FL (2) 5-61 SLEEVE ANGF 11%RAP" TRAN50M 4ECHANIGALLY a TO GYPSUM. BD. AS, a BD. OVER S 5/b" MTL �" O.C. (TYP) REFER TO 'IT HEIGHT. BD. (BEYOND) DER NIL 1/2" = 11-011 .1 16 O A.F.F. VERIFY �%. MALL ESULKHEAD _Z L _- L� — 1 VERIFY WI/ LEASE %INDOA OPENING HT. � �L—L / � - / r A®.�? f m I_ I L_ 1_LL LCIZIC 1 �L_ _ I o° nn)g�Hm (goo 0O 19 CALUM RUN] ��_� A.F•F• S�LZ_�s L SOFFIT HEIGHT ��� -I-- a o -LrL � GUAL GUAL INTERNALLY ILLUMINATED- (TYP.)(TYP.) "DICKS" SIGN VERIFY MALL ENTRANCE WIDTH A / LI AS PER D56 LEASE EXHIBITS I__l._ TLJ Z - 1_ S a a SECURITY - TrLI�I-LfS>-L / I_ a o UNIT GLAZ C� AZ - ZI �LLIZL LC L f. ..J 1:_L ����L L i LL -I L L L LL / / I—ILL ::I- 1=11- :I- / Lj o o l�L� d✓ L IC 1111 L Z B Z�LrLrL�_L � L _.L _I_ . _. _L .I_7_IJ- 0'-0" A.F.F. _ / / / OPEN TO D SG IN15H FLOOR RK - RK- TILE�I SOLDIER GOUR5E TYPICAL TYPICAL BRICK TO CONTINUE To BOTTOM OF MALL BULKHEAD (TYP.) Z-I— I-.:..L� I o s L �I�ZI LI_L-r CSS (��rol1 Ll :_I- _L ALUM a �-cLl-�l =L_ =1� _-�i a ti I �1-.I—l�_LrLLZ� L _I -T_ 71� / LI�� L11L11_ Z—L — _C L LI_L L -L— ZL-LL a a L GLAZ - -- GLAZ --L�CILL LI .I L - --CZZZ I_ I r I / RK- M -I RK- TILE - SOLDIER 601JR5E TYP16AL TYPICAL. TYPIC 5EOT ION O o -.y. s I ' i !� Y� @ h� }•!% a _., L.� LZ._, �"" Gsra 3 f �•'� PAINT BREAK LINE ON 14'-OF.F. _ A " A.INDOA OPENING W-&" A.F.F. 50FFIT HEIGHT 0'-0" A.F.F. INISH FLOOR 10 B EXISTING ALUMINUM ENTRANCE FEATURE BY VENDOR #5. IN5TALLED MALL CONCOURSE BY G.G. 5'-1111 20'-2" DIMENSIONED F5.�OM FACE OF GYP. BE,. 4'-411 51-011 121.4 II ^ 41-411 ROUGH OPENING TROUGH✓ 0P.N INC I -4 I -4 51_011 ROUGH OPENING 11 1 11 EDGE OF ALUMINUM. 4 ENTRANCE FEATURE ABOVE �7 21-411 LL SIDE t ---------------------------------------------------q' 125 / SECURITY GATE (REFER TO SPECIFICATIONS) 12.452 12, STORE SIDE 1 I ALUMINUM ENE FEATURE 13Y VENDOR . INSTALLED y EQUAL Em , Q(MAX.UAI- EQUAL BY G.G. (MAX. b1-011 ®.EJ.) (MAX. '-O" C.) 81®y^y 11 ®. .) 4✓ Ei1 - 4J - E2 -12.4 A51 f I. INTERIOR MATERIALS BRK-2 THIN BRICK VENEER (REFER TO 5HEET A5.0) TILE -I ACCENT BANDING METROPOLITAN CERAMICS - BUCKSKIN 105 -y Wall % -` 5/0.11 M -I MORTAR JOINT (REFER TO 5PECIFICATION5) ALUM ALUMINUM ENTRANCE FEATURE, FAUX BEAMS, 4 STEEL TRIM BY VENDOR #b. COLOR TO MATCH (P-50) GLAZ KAWNEER ALUMINUM 5TOREFRONT 5Y5TEM (REFER TO SPECIFICATION) EIFS j EXTERIOR INSULATION FIN15H SYSTEM COLOR=MATCH (P-5I)GAE=N STONE 5%0025 (REFER TO 5PECIFIGATION5) 3.5X ,45X X U X pC�i I[CC C COOD- CEJ DICK'S SPORTING GOODS LOGO PROPORTIONS ENTRANCE 1AURt..: GRAPHIC I. DETAIL SCALE 1/2" = I' -01i Design and construction documents a rostrum@nts of service are given in oonfldence'and remain thero ert P P Y 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 Flersctiman Architects, Incorporated. DatE ISSUE: OI/�®/2012 BID/F'Er�.MIT QDw �i W1 c — v 2� i 2 m ® � Qb m -2 m -2 ® � a. U 6 4 d y ®1 � - ® s22 �L ® ��� 1 K 23 -2 0Iz ECL �-5 ®' Drawn By: P.fox 40'-O" MAX. 6YP5UM BD. OONTROL JOINT SPACING 1. 4O' -O" MAX. 6YP5UM BD. OONTROL JOINT 5FAOIN6 JOINTS NOT TO FALL BEHIND 6RAPH105 JOINTS NOT TO FALL BEHIND IaRAPHIG5 FF -507 PAINT BREAK LINE W53 1 G.J. Iff 2 G%.J. G.J. FP__ 5-01 FINISH TO DECK TO LINE UP WITH 125 12.5 1 OF AISLE /-2„ FRAME BY VENDOR #5 I "if FOCAL 2_T,_2 7 2 I I PEEL $ 5TIGK SRAPKC 5'W X FINI51-I TO DECK TD CENTER OF 6RAPHIO 1 6'-2"H MOUNTED TO MALL I r' -O" A,F.F. r'_O" A.F.F. _ ' I I LEVEL 5 FINISH REQUIRED I - . — PAINT BREAK LINE .. I I OS ISI— --, - , K P-` I \ / . . P=12 _ . I \ / . 1. ' . .. ... :I . / . . I P -i6. I SR -212 I ... . . I _ — _ — — — . — _ = .1 CAMPING FTS — — — — — — — — _ —�' BY VENDOR #� PEEL I'/11 � 1 I - ��-2Do _ - - 1 . STICK GRAPHIC . I . ..I _ _ _ _ — OUTDOORS - — — — — — — I' I... APPLIED DIRECTLY TO �- I.'. L- ----- --- ---_J. I i . . WALL 1 . P-&2 / LEVEL 5 FINISH � F -t2 / REQUIRED \ 1 - I . . 1 \ \ 451-011 P -a 11 I- i AL - 51LVER PmI-0 SR -212.2 N _ OUTDOORS ;�D -% BY VENDOR #S K_40 / \ 'P-50 / \ FM—P-- I / \ - FOR CONTINUATION REFER TD 5+ -IEEE I P -a PAINT - BUCKRAM BINDING i AL - 51LVER PmI-0 . o o _ .. -% .. K_40 METAL - &ALVANIZED 'P-50 PAINT - FR057Y WHITE FM—P-- I IO` -D" A - FOR CONTINUATION —_ -......_._... ... Rcc FAL wL ' - "2a aY Y _................ PAINT -DAZZLE ....... _:::::::::.: _._ ......_............. Rc rm I�ry�^ su, a CO - 29 0r5TM GRAY _.. . - _. ................. _.__. ._ ..- .Al2__._.. -..._..._. ...... ._......._.. .-......-...._..... ..._.__......._. PAINT - DAREDEVIL .... _..... ................ _...__....._.... _..-._ .. _......-....__.:: ............._..._ _.. _. _. __ ._..._. BLACK FORE5T GREEN _ _ ._.__..._ .._.." _ .�_ ._ _. L-2 ----- P --r2 ---- ---- MATTE BLACK ----- - PAIN 1 -GALAPAGOS GREEN - -r Lal �. �': P�-T6 PAINT - B _BLOOD L - 3� G RENADINE COZIER HGHT PAINT - IRON ORE PL -41 ...._._.... _L.. TNF PAINT - MILLION LL ON DOLLAR RED _.. _::::............ SUEDE BLACK .__. NIKE FAINT - COOL GRAY _....... .1........_._.... ._._ lP� NIKE PAINT - SATIN B ACK NMDF THERMO-UsED MELAMINE PANEL _ PAINT - SILVER LAKE ® MDF -DOUBLE DENSITY 2_iK UA PAINT - NEBULOUS WHITE . FM_L_-_0 MELAMINE - WHITE _2p METAL -BLACK CARBIDE _ 3 I ANTIGUE ASH M1-21 METAL - M157Y GRAY WRNKLE 5-50 6"VINYL DOVE - BLACK 'MT- -5 METAL - PLAIN STEEL RK -2 . .. . METAL - PLAIN STEEL '� Q A.F.F. ..__...I- METAL - DARK GREEN ..................... _.... ......... ..................... ...._ _._ _..... . I::...:...'..' .: ........ :. ..... _ . ..... L . :..' :.......:._. ...... :...... .....':'. .: ... :: .. _ _. _ .. ::. _ .. SVP. BD. P aTARTS __... 1 _ _ 1 _.. _... _ . - ..... ::::::.... ... .......::::::::::: ...... _. .._....... . -" ...... _._......_ _... ....._ I. ......... ..... .. ..._ ._ . .__. .._. _...... _. ..._.-..... _:- .._.._._..._. BO _... :::.....::::: _..... I. .:::.............. ......._...... _ ..:.:':' ..... ::: I _..._.. _.__._..... ..... .. ..... _.....- .. _...._.. ........_.... .. ..........::::: .....-..._._::::::: .. _..._..:: _...._. ...._............... ............ . _ ........_.. ................._.. _... _ . ........_._........ ::::.::::::::::::::.:: _.::::::......... .................._. _ . __.._. ._: ._................. .::::::::: ....::: ::: :.::.. :...: ::::::::.: :: _..._.... ::::::: :....::: :.::... - I BY �✓ENDOR _. _ FPt. _. L:. ............. ..... :::::: _ ::::: _. 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I . . . \ i - � � I i I I � I . i 1�� I F_t. _7 O' -O" A.F.F. COZIER FIXTU BY VENDOR #I 6"GYP. BD. STARTS LOZIER FIXTURE BY VENDOR #1 NO SVP. BD. INISH FLOOR BEHIND LOZIER 6"GYP. 5LD. 5TART� B -3O BACK PANEL (TYP.) P-12 FOCAL FIXTURES BY VENDOR #I BACK PANEL (TYP) P-12 (TVP. THROUGHOUT) LODGE WS3 BY VENDOR #I - 1 INTERIOR TI I2 INSIDE OORNER5 SCALE 1/4" = I' -O" . PAINT BREAK LINES PAINT BREAK LINE5 TO LINE UP WITH EDGE OF TO LINE UP WITH EDSE OF / WOOD P05T5. ACOD P05T5. \ TA®T BREAK li O A.F.F. _ __ P-6� P-12 TRIM P-12 0 P-�C P -I2 PAINT _ LINE LINE _5g W52 SIMILAR IS' -5' A.F.F.— _ ' o ° , . j BY VENDOR #1 12.5 o a a 15'=3" A.F.F. .0. TRIM — PAINT BREAK LINE I _--Z- 6R -2C11 I _ _ f BY VENDOR #0 — _ — — - ------- I 131-6114 A.F.F. s — LEVEL 5 FINISH — CL OF BRAND OVALS I ;t — — — — _ REQUIRED — — — — I $ GRAPHIG5 — - — — — — — — -- — -- — f I'-_�" A.F.F. _ __ __ — 551-411 — — __ — P-12 PAINT BRE, ,K LINE — — — — — — — — — — — — — — — —I— _ — — — — — — —4 V tz N 0 0, LODGE FIXTURINS BY VENDOR #I. REFER TO HOLD DIMEN51ONS ON PLAN FOR FIXTURING REQUIREMENT BA5E CABINET L-5 i BY VENDOR #1 IT FOCAL FIXTURE5 BY VENDOR #1 INTERIOR L I 50ALE 1/4" = I' -O" i'-2" A.F.F._ DOOR HEAD HE I SHT ®'-D" A.F.F_ _ • FINISH FLOOR LODGE INTERIOR EL TI SCALE 1 J 4" = I'-011 INTERIOR FINISHL ATEP:&W.2011 P -a PAINT - BUCKRAM BINDING M-1 NellMET AL - 51LVER PmI-0 PAINT - WHITE FLOUR >-7-55 METAL - RAA 5 T EEL P-12 1 FAINT - LOUISBURG GREEN K_40 METAL - &ALVANIZED 'P-50 PAINT - FR057Y WHITE FM—P-- I I FIBER REINFORCED PANEL F- PAINT - HARTFORD (0-561) GREEN WV- Rcc FAL wL ' - "2a aY Y P-�2 PAINT -DAZZLE ___ Rc rm I�ry�^ su, a CO - 29 0r5TM GRAY Pa5 PAINT - VERNAL FALL5FL-1 F-12 " FORMICA WHITE EEC PAINT - DAREDEVIL FL -3 BRU5RED PEWTER Piz FAINT - Cu5TOM BRICK 2 PL -21 BLACK FORE5T GREEN FF -b- PAINT - 50I7AARE L-2 YORKSHIRE CHERRY P --r2 FAINT - CINNAMON 5TONE I FL—_2- MATTE BLACK P -T4 O - PAIN 1 -GALAPAGOS GREEN - -r Lal TO MATCH ANTI - QUE ASH F®RMIGA P�-T6 PAINT - B _BLOOD L - 3� G RENADINE P -T PAINT - IRON ORE PL -41 AILD CHERRY P-82 0 TNF PAINT - MILLION LL ON DOLLAR RED - L4 SUEDE BLACK TEE NIKE FAINT - COOL GRAY MDF MED IUM DENSITY FIBER BD. lP� NIKE PAINT - SATIN B ACK NMDF THERMO-UsED MELAMINE PANEL FE�10 PAINT - SILVER LAKE ® MDF -DOUBLE DENSITY 2_iK UA PAINT - NEBULOUS WHITE . FM_L_-_0 MELAMINE - WHITE _2p METAL -BLACK CARBIDE _ 3 I ANTIGUE ASH M1-21 METAL - M157Y GRAY WRNKLE 5-50 6"VINYL DOVE - BLACK 'MT- -5 METAL - PLAIN STEEL RK -2 THIN BRICK VENEER Po1T-24 METAL - PLAIN STEEL -a7 METAL - DARK GREEN IN15H TO DECK .P-5Off FINISH TO DECK i W51 12 5 FINISH TO DECK P-5® F6. MDF PANEL P- 50 1 FAINT BREAK LINE 15' S A.F.F_ — PAINT BREAK LINE 3_5" A.F.F. — OF BRAND DUALS SRAPHIGS 11'-_rl" A.F.F. ®AINT BREAK LINEPAINT _ __ PAIN BREAK LINE 151 B A.F.F. _ PAINT BREAK LINE IV -6" A.F.F. — OF BRAND OVALS SRA II '-4" A.F.F. _5 BREAK LINE A.F.F. _ ��DFII BRE AK LINE F.F. _ PAINT BREAK LINE F. I'-�I" A F _ _ PAINT BREAK LINE /-" . /;. 11 "j P-!2 11 0 .. -0 .. . TYP.-5PAOIN6 - . .. . . P-12 .. - —. P I . .. • : .. . . . .. . } .• \ 'f 1i .. ; _ '. ''.. `�-�/'� . •.. .. . .. . .., , . ... ' '' . '. :: • . . ' :, . • . • ' . ' -�\ �� It. :. �' ' I ' �/ . . �� .�•. . . .. .. .. ' • . ' . P F-12 _. F-12 " P 12 . . 0`-O" A.F.F. LOZIER HEIG+tT . ..: - i- — — — — - . . . .. .... . .. . . . , . _ .. - I: :: : 10'-O" AFF _ LDZIER HEIGHT . . - — — — — — — — — _.. — — Nil=: Itt-tK Iv KUUM t-INI�PH bC�t-tUULE Ii -OK Al;?PITIONAL ffINI5HE5. . .. - \._,\ I —16� ..I.. SVP. BD. STARTS , REFER TO SHEET FRAME :: .'::::" 1 % I ', Al2.2 FOR CONTINUATION a 1 . . ' :..... EI_211 A.F.F._ � .. V �1-: : .. ::::: COZIER FIXTURE BY ND LOR' , ::: :::: I DDDR HEAD HG , " / %' r VEND®R #I IYI. . .:: ! i,' BACK PANEL (Tj°P.1 , .� _ I ' n �1 _ I I 1 ::': :... 11 P-12 tr .....::.: i.: - ..... .. :... f, W UP ___ 4.1 IN -i -1 - I r__r ,�W I W � L9 Hilt iilffj _ . v�� ��' N OR, #1. . 5GALE I/411 m 11_DII 56`r AISLES 5GALE 1/4" = 1'-0" I�,-�1, - 5GALE I✓4" = 1'-®" t II 11111 '11 I �I II i I '.., E4 REFER TD SHEET DS✓Al2.Sa - . It ;` : ✓ -I j '(- �i2 I AI2.5 FOR OVERHEAD FAUX BEAMS1. TH US! �®UT %: I �i REF ER TO SHEET PROVIDE 2x� WDDD - o I I �; J': �RI t7 .il I[NC �r I1-� s AI2.1 FOR CONTINUATION 1 >,::. _4y�ii tai' -5y2" "I 11 4--a YY 11 _.... _ . . _ __.. --- - _ .. W--) - .. __ r r a / r r n i r, i, i / i/ ;v / is •r i /, / /, / /,'' i r ,r / i / / i /, / r �. ,/� r�, .�/�/��/.�/ / .� // /�,, �rr,,:r/i�i�,,/,//.//ter,/i •i//�i,/ //�ii�G/ ,.�/ / L.,,��L/ter � ,//-.,�./ �, rL�L .� � �, �>� � /, � � / / / � �/,/i-� r/ / // r� r /i /� ��//rte ���it r �i' /%'r, hD c C r� � ) �� Cal N _� CO - � �3 L0 �° � Q 9 11 �. <'n , 8 I .,. �ID F , I ; Design and construction documents as Instruments of service are given in confidence and remain the Property of Herschman Architects. h use of this design and these construction documents for purposes other than the specific project named herein is stn tiv prohibited without expressed arltt consent of Herschman Ar h tectsr Incorporated.. Date Issue 01/'50`/2012 5IDrPE M17 . a a 0 a a a a a a a a . a a a a a - 0 a C in .• o do in cL d _ a a � E - m o i 00 3 1 t ®ham o e � 2 -� a � ,-- -6 0 o a 5= 0 C SaQ5Q ® CO_g Q 0 c 0 — d - cc o a .3 %.jn Q -0 K C C L Q -Q 6 �-0 N ® -u L J sa Q 1 \ -6 = Q 1-3c 6 Q Q_-0 I -2 R Q Q 2 Q 2 0 "g ®-2 i 0 -2 0 a C s-2 s r s Q � _ a s® w R O EE°n L 13 01 9 6 � 0 ma R ® Q a T ® 2 0 1,3 ', Q_ a M R3 5 o da 0 _ E_ 0 9'6�� � 0 — C1 ; R-- - - — i3 a . ,, m -0 0 X_ 0C a < vg ± 6 0 a- Drawn By: p.foh 15101.00 cc LU _ - WAVE FPI ,\ I M MAM HERSCHMAN I N C 0 R P 0 R A T E D = FF. SIC. AR95693 CLEVELAND, OH 44128 TEL I '216) 223-32 00 F ;X (216) 223-3210 www.herschmanarchitects.corn LODGE PLAN, -- ELEVATION s & DETAILS - _Al2.5 - __ ___ CV -1 II/2II Ia�II I_ FOCAL WALL FP1 EPLAN1 I ATTACH UNI5TRUT TO A MINIMUM OF TWO (2) ROOF JO15T5 FOR EACH BEAM (T , F.) REFER TO 124/A15.2 f FOR UNI5TRUT INFORMATION. i HREADED ROD AND 50NNF-0710N TO EYE 5OLT5 BY G.C. 6-011 A.F.F. _ " BOTTOM OF BEAM SECTION j-- 1 f'_011 A.F.F. PAINT BREAK LINE *-Ir! D1-3" A.F.F. _ PAINT BREAK LINE A.F.F. _ PAINT BREAK LINE 101 -C il A.F.F. — — 7.0. LONER GALVANIZED METAL GAP 10"x I' -II" W®OD POST- ®I®6'111 1`M1.F .F. TOP OF LOZIER F.R.T. BLOGKING 516 CONTRACTOR (REFER TO A2.2 FOR DETAILS). ®'-OI' A.F.F. _ iNISH FL®OR ELEVATION I B-3® ELEVATION 2 b 15. DEN5I7Y FOAM FURNISHED AND '1145TALLEP BY VENDOR #I, (2) LAYER5 THICK ENTIRE 5URFACE OF BACK WALL 5'-0" A.F.F._ CEILING HEIGHT 1� I ; I WALL PANEL5 1 1 I ML -I it `III BY VENDORI ilil l'.. 1 1 II .III IIIA. PRE-FABRIGA i �D ARCHERY TARGET - ® FURNISHED AND IN5TALLED BY Lt --I 1 VENDOR #I 11' I - II 11!11111 I III II_i � 0'-0" A.F.F. FLOOR ELEVATION 3 ELEVATION 4-a® ARCHERY RANGE 124 IE2 INTERIOR ELEVATIONS_ 5GALE 1/4" ® I1 -®II P-10 i" ELEVATION 3 Isyl _6'111 - I 11_�u ELEVATION 4 P -q ISI-�II TYPICAL P-10 AALL PANELS EEM IS FRAME 5Y VENDOR #I P-12 GRAPHIC 15Y VENDOR #a all II TVP. I" x S" LEDGER BOARD AI V FRP-I MDF TRIM P-34 BY VENDOR #1 OV- o o'\, l\_ \- \ o o e�-2 i HREADED ROD AND 50NNF-0710N TO EYE 5OLT5 BY G.C. 6-011 A.F.F. _ " BOTTOM OF BEAM SECTION j-- 1 f'_011 A.F.F. PAINT BREAK LINE *-Ir! D1-3" A.F.F. _ PAINT BREAK LINE A.F.F. _ PAINT BREAK LINE 101 -C il A.F.F. — — 7.0. LONER GALVANIZED METAL GAP 10"x I' -II" W®OD POST- ®I®6'111 1`M1.F .F. TOP OF LOZIER F.R.T. BLOGKING 516 CONTRACTOR (REFER TO A2.2 FOR DETAILS). ®'-OI' A.F.F. _ iNISH FL®OR ELEVATION I B-3® ELEVATION 2 b 15. DEN5I7Y FOAM FURNISHED AND '1145TALLEP BY VENDOR #I, (2) LAYER5 THICK ENTIRE 5URFACE OF BACK WALL 5'-0" A.F.F._ CEILING HEIGHT 1� I ; I WALL PANEL5 1 1 I ML -I it `III BY VENDORI ilil l'.. 1 1 II .III IIIA. PRE-FABRIGA i �D ARCHERY TARGET - ® FURNISHED AND IN5TALLED BY Lt --I 1 VENDOR #I 11' I - II 11!11111 I III II_i � 0'-0" A.F.F. FLOOR ELEVATION 3 ELEVATION 4-a® ARCHERY RANGE 124 IE2 INTERIOR ELEVATIONS_ 5GALE 1/4" ® I1 -®II P-10 i" ELEVATION 3 Isyl _6'111 - I 11_�u ELEVATION 4 NOTE: INSTALL WHITE PLA5TIC CAP5 OVER EVERY B-5® FA5TENER5 @ EACH MELAMINE PANEL (1, -IL-1) 12'-0 1 1 ' Ili-p� II P -q e TYPICAL P-10 AALL PANELS EEM IS FRAME 5Y VENDOR #I P-12 GRAPHIC 15Y VENDOR #a FE ML -I \, P-50 PAINT - FR05TY WHITE FRP-I MDF TRIM P-34 BY VENDOR #1 OV- BY VENDOR �1 P-62 PAINT - DAZZLE e�-2 AOIROVTN 4 WA rOLOR - 2q 0Y5TM &RAY P -b5 PAINT - VERNAL FALLa Fp-L----jj FORMICA W�±ITE P-66 PAINT - DAREDEVIL PL -5 BRUSHED PEWTER [Eill PAINT - CUSTOM BRI :K 2 H -2D BLACK FOREST GREEN P -r, PAINT - 5OFTWARE L-2 YORKSHIRE CHERRY FE -1-21 PAINT - CINNAMON STONE L-2 MATTE BLACK P-74 PAINT - GALAPA605 GREEN L-5 TO MATCH ANTIQUE A5H - FORMICA P-76 1 PAINT - BLUEBLOOD L-3 PRE -FABRICATED ARCHERY TAR -GET PAINT - IRON ORE PL -41 WILD CHERRY P-$2 TNF FAINT -MILLION DOLLAR L-4 SUEDE 5LACK FURNISHED AND INSTALLED BY VENDOR NIKE PAINT - COOL GRAY MDF MEDIUM DENSITY FIBER 50. P-85 NIKE PAINT - 5ATIN BLACK NMDF PRE—INiSHED P -q0 PAINT - SILVER LANCE MDF - DOUBLE DENSITY f- UA PAINT - NEBULOUS WHITE ML -1 MELAMINE - WHITE CLEAR ANODIZED ALUM. DOOR 4 FRAME ANTIQUE A5H -21 s d B-50 611 VINYL COVE - BLACK METAL - PLAIN STEELK-2 THIN 5RICK VENEER FM—T-:-241 METAL - PLAIN STEEL Nrt-25 METAL - DARK GREEN NOTE: INSTALL WHITE PLA5TIC CAP5 OVER EVERY B-5® FA5TENER5 @ EACH MELAMINE PANEL (1, -IL-1) 12'-0 1 1 ' Ili-p� II P -q GRAFHI(f. TYPICAL P-10 DII BOW HUNTER GRAPHIC EEM IS FRAME 5Y VENDOR #I P-12 GRAPHIC 15Y VENDOR #a FE LEVEL 5 FIN15H REOUIRED P-50 PAINT - FR05TY WHITE FRP-I MDF TRIM P-34 P-34 OV- BY VENDOR �1 P-62 NOTE: INSTALL WHITE PLASTIC GAPS OVER EVERY FASTENERS ® EACH MELAMINE PANEL (ML -I) -0" A.F.F. _ EILING HEIGHT p11-0" A.F.F. FIN15H FLOOR 8'-0" A.F.F._ CEILING HEIGHT Q d3 MDF FRAME BY VENDOR #1 0'_0" A.F.F. FINISH FLOOR S'-011 A.F.F. CEILING HEIGHT —PROVIDE 2x4 WOOD BLOCKIN AT 1'-0" AND 4'-0" A.F.F. WITH EYE HOOK AND CHAIN LINK TO 5ECURE CO 2 TANK5 BLOCKING TO BE 5URFAGE MOUNTED TO GYP., PAINTED P -I 01-0" A.F.F. _ FIN15H FLOOR �' Design and construction documents as instruments of service are given in confidence and remain the property of Herschmar Architects. The use of this design and these construction documents for ourcoses other than the specific project named herein is strictly prohibited without expressed written consent :of Zsohman Archirects,`Incerporated. Date Issue UnOI/�O/2®12 IDID/PERMiT Q c � C ® 2 01 :p J 0 0i e v cav�u- Ga ° 3 � Ica s acv 0 ®. t c shy va J� 6- °= s, IS In co m Jj � Ei ra O u) o ® : ® J E 5� E 18� e -13 "i < vg I Drawn By: p.fOx Project Nc:: 15101.00 Lmj 81 01 ir LL LL LU 0) ill— INTER10""R FINISH SCHEDULE LFPAT£D:6 W-1011 P -q PAINT - BUCKRAM BINDINGA�-26 METAL - 51LVER P-10 PAINT - WHITE FLOUR EEM METAL - RAW STEEL P-12 PAINT - LOUI55UR6 GREEN FE METAL - GALVANIZED P-50 PAINT - FR05TY WHITE FRP-I FI5ER REINFORCED PANEL P-34 PAINT - HARTFORD (D5Ca) GREEN OV- �A� Ac�OVYN GOLD - Iraq OYSETER cY P-62 PAINT - DAZZLE e�-2 AOIROVTN 4 WA rOLOR - 2q 0Y5TM &RAY P -b5 PAINT - VERNAL FALLa Fp-L----jj FORMICA W�±ITE P-66 PAINT - DAREDEVIL PL -5 BRUSHED PEWTER [Eill PAINT - CUSTOM BRI :K 2 H -2D BLACK FOREST GREEN P -r, PAINT - 5OFTWARE L-2 YORKSHIRE CHERRY FE -1-21 PAINT - CINNAMON STONE L-2 MATTE BLACK P-74 PAINT - GALAPA605 GREEN L-5 TO MATCH ANTIQUE A5H - FORMICA P-76 1 PAINT - BLUEBLOOD L-3 GRENADINE PAINT - IRON ORE PL -41 WILD CHERRY P-$2 TNF FAINT -MILLION DOLLAR L-4 SUEDE 5LACK P-64 NIKE PAINT - COOL GRAY MDF MEDIUM DENSITY FIBER 50. P-85 NIKE PAINT - 5ATIN BLACK NMDF THERMOFUSED MELAMIN` PANEL P -q0 PAINT - SILVER LANCE MDF - DOUBLE DENSITY f- UA PAINT - NEBULOUS WHITE ML -1 MELAMINE - WHITE Em—T-261 METAL - BLACK CARBIDE ANTIQUE A5H -21 METAL - MI5TY GRAY WRINKLE B-50 611 VINYL COVE - BLACK METAL - PLAIN STEELK-2 THIN 5RICK VENEER FM—T-:-241 METAL - PLAIN STEEL Nrt-25 METAL - DARK GREEN I���:��;fI�SII)uli�iilf.'�'i•"`�:���1�J�"�7�i����]�]rlHt�l<I�1��1►11.'7^■ice FL. LIC: AR95693 25001 EMERY ROAD, QUITE 400 CLEVELAND, OH 44128 TEL (215) 223-3200 I= - AX (215) 223-3210 ww w.herschmanarchitects.corn LODGE PLAN, ELEVATIONS & DETAILS g FL. LIC: AR95693 25001 EMERY ROAD, QUITE 400 CLEVELAND, OH 44128 TEL (215) 223-3200 I= - AX (215) 223-3210 ww w.herschmanarchitects.corn LODGE PLAN, ELEVATIONS & DETAILS 77Y �`c\ \� ( >( ,� Its � •.� � ' G 1L�1�f )Iii P-1-0 F�-10 ROOM 516NAGE � IQ P' -I® (TYP)REFER TO DOOR FRAME ROOM 51GNAGE (TYP.). TACTILE SIGNAGIr (� -5�f REFER TO TACTILE GUIDELINES ON SK 1,7 DOOR s FRAME 516NA6E GUIDELINES �I \ ADA.O FOR P-3� u \ FRAME ONLY ON ADA.O FOR \ LJ MOUNTING Design end construction documents \ \, MOUNTING LOCATION LOCATION as instruments of service are given in confidence and remain the property of I-lerschrnan Architects. . The use �QQR FRAME of this design and these construction P -fir documents for purposes other than F'-34 DOOR # FRAME TYP. the specific project named herein is DOOR 4 FRAME TYP. strictly prohibited without expressed written I10 112 \ III IO� \ IOa IIO Architectsnsent of chman , Incorporated 0' _A.F.F. FINI" SH FLOOR ELEVATION I ELEVATION 2 ELEVATION 5 -- -- ELEVATION 2 Date Issue 7,77 CORRIDOR 105 01/50/2012 E310/PERMIT INTERIOR VARIES DEGI� HEIGHT 5GAL-E 1/4" I' -C" &'-Oil A.F.F. I I GSI L RErGFr --- - - " C ILIN�EIGH1 P-10RA mLiR6 P-10'-lO P-10 I— DOOR HEAD H6T. -� \ 41-0"� am ® POOR FRAME PPANEL DOOR FRAME WITE 5.5. IO8 \ __. 0' O" A.E.F. _ 0'-0" A.F.F. — - `�� 0'-0" A.F.F. \ I INISH FLOOR ELEVATION g_ FIN15H FLOOR ELEVATION I INISH FLOOD ELEVATION 1 4 5 B-© ELEVATION 2 B-�Q ELEVATION 4 I B-30 ELEVATION I B-30 ELEVATION 2 B-30 ELEVATION 5 50-30 ppy L---- L_____-- 1 r------------------ ----- - ------ --- L EVENTS �TSTORE --------- ------ __��------a INTERIORIE2 INTERIOR ELEVATIONS IE3 ELEVATIONS �\ _ II 1/4" .— 11�40 II SCALE 1/4" I'-0" W T I I1 I&9 5 L / 1I —4!II SCALE 6/ OiY9i 1 E5 P®51 II i� - l�151 :. ., - - U - PAI �II W51 v _ V 12.6 16 Y12,19_.--A�1AX. hfIN. , Ea �IIElL GHEIGHT I �6 Epi. E \I DATA/AV-IO IOb DOOR FRAME E1 `\1 i-------------- ---------J f -------------------- � IF -1 2L I • ----i ---------- -- NJ 12.6 PL -2I / 1 \\ � ` • ' i,-'; I I � � 9� , - ---� INI5H FLOOR ELEVATION I ELEVATION 2 ELEVATION 5 ELEVATION 4 77 -- i I� B -5o -O-® ��� DEPARTMENT MANAGER 2 = FLOORPLAN IE5 INTERIOR ELEVATIONS \ _ COFFEE BAR PURCHASED � �- � j n —FROM VENDOR #1 (TYP.)lob 5r -.ALE 1/4u 1'-0 5�^LE 1/4u = 1'-0" FPI PAPER TOWEL AND SOAP -1 -12 -R � Al2.9 DISPENSERS FROM VENDOR #2ci 6i aD 6 - '0 UL ®PQ10 P-10 P-10 P-10 GOAT RACK PURCHASED ®,y " FROM VENDOR #1 (TYP.)e ' ® th o \ I II I II /q 11 \ v —^l./ ®PEN 12I � sem eEb k \< TO FINISH UPDa�TEv:6.3=011 ORRIDOf� a !1 cs q b o INTERIOR c 37 U1 PAINT - BUCKRAM BINDING METAL -SILVER _ - _ MT -26 ACCESSIBLE GOAT �; v �' RACK PURCHASED Iv �, P-10 WhHTE FLOUR MT-�� METAL -RAW STEL ® FROM VENDOR #I �i - _-a _t __- - \ ......... \ PL -21 \ � sn s a PAINT - m PAINT p L®UISBUR GREEN MT-� METAL a %ALVANIZED I'I \ FRP-I 8-50 ELEVATION I Bw30 ELEVATION 2 B-50 ELEVATION 5 -- — ELEVATION 4 P -3O PAINT - FR05TY NHITE D FIBER REINFORCED PANEL IEq yy EXP05ED PIPES UNDER ® �, _ y _ E4 Evrra P�,NEL co�ora - 12.6 P�54 PAINT - HARTFORD 0%) GREEN ® Baa � Y LAV TO BE WRAPPED IN �' , AGROWN 1 _ v���v t Av vAvA\\yAvA\\.A'yvAv:__yvvy.vvv.y CORNER WARD c�oPIO P-0 A LAV-GUAD PAINT INSULATION KIT; REFER �® �go fIE6 INTERIOR ELEVATIONS ® TO PLUMBING SHEETS V I s P-65 PAINT VERNAL FALLSyyvvPL-56ALE 1/4u 1'-0uvvyB�,SHED PEWTER 0 PAINT - DAREDEVIL FAINT - GU5TOM BRICK 2 PL -21 BLACK 1=0R5T CEN ....... .. ...... < g r 6 I PAINT - 5OETimr- L-2 YORKSHIRE SHERRY m U i Ith ® P -T MATTE BLACK - Vv� - E4 T- 0 PAINT -CINNAMON STONE L-2 .... _ - TO MATCH ANTIQUE ASH FORMICAN52 Drawn B y : �.f r PAINT GALAPAG05 GREEN L 5 12.6 Prc iect No.: 13101.00 a W -, COUNTER T SUPPORTS #1 �...,I Will. IEET A2.2 dG -5. (TYP) 11 METAL DECK DOTTED LINES INOIGA FRAMING BEHIND GYP. BD. UGE METAL FRAM I YP. BO. I NG C YP. ESD. -'- NT AS �V �PLAR, I-1/2" 1 �� ') ROUND (5 DES) PAINTED TE 6[1 I OPENING — 5 ( VENDOR #I ROU614 orENING O.G. t -- :BY n I� EGTION . ELEVATION r - THIS DETAIL IS FOR DIMENSIONAL FRAMING PURPOSES ONL DETAILS AND FIXTURES WILL BE PROVIDED BY VENDOR #1 COUNT ROOM THRU WINDOWDETAIL SGALE I " = I '-Ou . NOTE - THI5 DETAIL 15 FOR DIMEN51ONAL FRAMING PURPOSES ONLY,'DETAILS AND FIXTURES WILL BE PROVIDED BY VENDOR #1 t: O I i I -,N fi BLOCKING OKb G D Iw 50ALE I " w 1'-0" Rf=r—r—F, Tr)-,Wr—FT A7.2 NOTE - THI5 DETAIL IS FOR DIMENSIONAL FRAMING PURP05E5 ONLY, DETAILS AND FIXTURES WILL BE PROVIDED BY VENDOR #1 HANGER WALL RACK W BLOCKING p OS pK6G S A DETAIL & f ` Ap� { L }` g ti a INTERIOR FINISH [P -fl PAINT - BUCKRAM BINDING MT -26 METAL - SILVER P -10I PAINT - WHITE FLOUR MT -fib METAL - RAW STEEL Pp PAINT - LOUISBURG GREEN si1-0 METAL - GALVANIZED P -SO PAINT - FR05TY WHITE 1=PP-1 FIBER REINFORCED PANEL IES PAINT - HARTFORD (D56) GREEN GV- AGROWN PANEL. COLOR - M2q OYS R &RAY P-62 PAINT - DAZZLE GG -2 ACROVYN CORNER GUARD COLOR - "2q OY5TM GRAY P-65 PAINT" - VERNAL FALLS PL -I FORMIGA WHITE P -66I PAINT - DAREDEVIL PL -5 BRUSHED PEWTER P-6 Y PAINT - CUSTOM BRICK 2 K-fo BLACK FOREST GREEN P-6�1 PAINT - SOFTWARE P—L-2-4 YORKSHIRE CHERRY P-� PAINT - CINNAMON STONE K-29 MATTE BLACK PAINT - 6ALAPAW5 GREEN FPL --3-1 TO MATCH ANTIQUE ASH - FORMIGA PAINT - BLUEBLOOD rp-L---51 GRENADINE PAINT - IRON ORE PL WILD CHERRY Pw�2 TNF REDPAINT - MILLION DOLLAR FL --4-1 SUEDE BLACK NIKE PAINT - COOL GRAY FROM MEDIUM DEN5ITY FIBER BD. P�aS NIKE PAINT - SATIN BLACK FNM—PFI THERMOFUSED MELAMINE PANEL PEO PAINT - SILVER LAKE MDF - DOUBLE DENSITY P-ql UA PAINT - NEBULOUS WHITE ML®1 MELAMINE - AHITE -E20 METAL - BLACK CARBIDE ANTIQUE ASH MT -21 METAL - MI5TY GRAY ARINKLE B-SO1 6" VINYL COVE - BLACK MT -23 METAL - PLAIN STEEL ARK- THIN BRICK VENEER ISI g METAL - PLAIN STEEL 9- METAL - DARK GREEN NOTE: REFER TO ROOM FINISH 50HEOULE FOR ADDITIONAL FINI5HE5. 011 l'A f q Cl> f� �)N.. N 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 0I/'30/2012 BI-D/PERMIT Drawn By: PT ox Project No,. 15101.00 INTERIOR FINISH SCHEDULE U7VAi Mi.W2011 P -3O PAINT - BUCKRAM BINDING METAL - 51LVER P -IO PAINT - AHITE FLOUR MT -2N METAL - RAIN STEEL P-12 PAINT - LOUI5BURC GREEN ® METAL - &ALVANIZED P-30 PAINT - FRO5TY AHITE FE -1 FIBER REINFORCED PANEL P-54 PAINT - HARTFORD (D5G) rREEN R- PANEL COLOR - 2a 0'(BETM 64 AY P-62 PAINT -DAZZLE �,�.2 ACROVYN C.ORP� WARD COLOR- 29 OYSTER SPAY P -6a PAINT -VERNAL FALLS PL -I FORMICA NHITE A.F.F. - — PAINT - DAREDEVIL PL -5 BRUSHED PENTER FEE PAINT - CU5Tom BRICK 2 P01 BLACK FOREST GREEN P- PAINT - 5OFTAARE L--2 YORKSHIRE CHERRY P -E2 PAINT - vNNAMON STONE F—L-2-4 MATTE BLACK P -E4 PAINT - 5ALAPACO5 CREEK FL --5-1 TO MATGHI ANTIQUE ASF - FORMIGA P -E PAINT - BLUEBLOOD FL --5-4 GRENADINE _ A.F.F. PAINT - IRON ORE K -4o All GHERRY TNFDPAINT - MILLION DOLLAR L-4 5UEDE BLACK NIKE PAINT - COOL GRAY MEDIUM DEN5I7Y FIBER 5D. NIKE PAINT - 5ATIN BLACK NMDF THERMOFU5ED MELAMINE PANEL AINT BREAK LINE PAINT - SILVER LAKE - ALL SURFACES . FF_R MDF - DOUBLE DENSITY P -al 3 UA PAINT - NEBULOUS AHITE FML -I MELAMINE - AHITE MT -20 METAL - BLACK CARBIDE - ANTIQUE A5H MT -21 METAL - M157Y CRAY ? RINKLE B -5O 5" VINYL COVE - BLACK Mr -23 METAL - PLAIN STEEL , RK -2 THEN BRICK VENEER MT -24 METAL - PLAIN STEEL '-5" MT -25 METAL - DARK &REEN - NL)1=: I U te"JM 1 -WISH 5GHEDULE FOR ,ADDITIONAL FIN15HE5, PAINT BREAK LINE A.F.F._ _ TOP OF TRIM II' -8 U2" A.F.F. OF GRAPHIC5 SHELF H. EIGHT O' -O" A.F.F. FIN15H FLOOR _---------- REFER 10 SHEET Al 7 FOR CONTINUATION ....... ............. IN P -3O r ... I. :....... .......... .. IN GOLF ` • SHOP El I INTERIOR ELEVATION 1I'-5 1/2" A.F. OF GRAPL lqI-p " A.F.F._ 0TTOM OF a'-5" A.F.F. SHELF HEIGH GOLF PRO SHOP E2 I INTERIOR ELEVATION P-30 FINISH TO DECK P -3O A.F.F. _ PAINT BREAK LINE P-54 f5'-3" A.F.F. TOP OF TRIM L_2 FINISH TO DECK 12.i P-34 FIN15H TO DECK P-50 E a - P 3O - �dSi li'-o" A.F.F. _ I FAINT BREAK TRIM G -O A.F.F. V U5 OPINING L-2 -2 - W-2- 5Y VENDOR -I A.F.F. - — VEAL L IN15H TO DEC<— HEIGHT n - 12 LINE P-34 BLADE SISN BY OPEN T BREAK LINE VENDOR #I -A�F- PA INT _ A.F.F. 7 Ia EQUAL EQUAL .. P-34 BEAK LINE AINT BREAK LINE - ALL SURFACES . FF_R 0P OF TRIM 0 S" A.F.F.P-34 - — TOP OF TRIM L-2 IS -3 A. .F_ TOP OF TRIM '-5" L-2 B'( VENDOR #I - L-2 L-2 Tv To BE , L_2 TOP OF TRIM FROOLEM T MOUNTED FR®M I J :P-��• \ - I / f'- - ...... .................... .. ! 1_011 _ ��-0!1 ®S f� q I - - 'EQUAL. E�� L ;QUAL STRU'TURE ABOVE GOLF ` • SHOP El I INTERIOR ELEVATION 1I'-5 1/2" A.F. OF GRAPL lqI-p " A.F.F._ 0TTOM OF a'-5" A.F.F. SHELF HEIGH GOLF PRO SHOP E2 I INTERIOR ELEVATION P-30 FINISH TO DECK P -3O A.F.F. _ PAINT BREAK LINE P-54 f5'-3" A.F.F. TOP OF TRIM L_2 FINISH TO DECK 12.i P-34 FIN15H TO DECK P-50 E - P 3O - �dSi li'-o" A.F.F. _ I FAINT BREAK TRIM G -O A.F.F. V U5 OPINING L-2 -2 - W-2- 5Y VENDOR -I A.F.F. - — VEAL L IN15H TO DEC<— HEIGHT n - 12 LINE P-34 BLADE SISN BY OPEN T BREAK LINE VENDOR #I -A�F- PA INT _ A.F.F. 7 Ia 01_01 A.F.F. _ IN15H FLOOR N07E: ELEVA710N 5 15 REVERSED IGOLF lO HOS EVATION SCALE 1/4" = 1'-0" FINISH TO DECK -- 1`7'-0" A.F.F. _ TC7P OF TRIM GR -402 , AMEN , LEVEL _5-FrR15H'F REWRED .71_011 A.F.F._ _ Ec�x. Ea. E§ERVICEn TOP OF TRIM ALL 5URFAGF5 1 MENU 1 1 MENU L-2 1 BOARD 1 I BOARD BY VENDOR =1 1 GR-ISO.i r i GR -150.2 f I I I ®VIDE COUNTS-- FURNIS-4NC7ALLED ®®® BYVENDOr#a1�® 0'-0" A.F.F. IN15H FLOOR P-34 GOLF PRO SHOP E4 INTERIOR ELEVATION 5GALE I/4" = I' -Cd" 10" HIGH BRUSHED ALUMINUM FLAT CUTOUT LETTERS MOUNTED OVER GRAPHIC; COORDINATE Vd/ VENDOR #S. I I P -3O ?152 lam_ 1011, FINISH TO DECK 12.i 12.E FIN15H TO DECK P-50 E - P 3O - �dSi li'-o" A.F.F. _ I FAINT BREAK G A.F.F. - — VEAL L IN15H TO DEC<— FINISH To DECK 12 LINE P-34 T BREAK LINE -A�F- PA INT _ A.F.F. Ia EQUAL EQUAL .. P-34 BEAK LINE AINT BREAK LINE - ALL SURFACES . FF_R 0P OF TRIM 0 S" A.F.F.P-34 - — TOP OF TRIM L-2 IS -3 A. .F_ TOP OF TRIM '-5" L-2 B'( VENDOR #I - L-2 L-2 Tv To BE , L_2 TOP OF TRIM FROOLEM T MOUNTED FR®M I J :P-��• \ - I / f'- - �//�1�� ((qq �AA �( dr�#V1`lL �' td" 41- 1 ! 1_011 _ ��-0!1 ®S f� q I - - 'EQUAL. E�� L ;QUAL STRU'TURE ABOVE TSP. SP OIN6 \ II' -S 1/2" A.F.F. OF GRAPHICS II I/2 A.F.F. OF GRAPHICS �� TYPPAGIN& _ ( A.F.F. P-34 II' -S 1/2" A.F.F. 4211 1 �_-- O. GRAPHICS OF GRAPHI-5�° PLASM ate'/-_��qr"q�A.F.F._ v .. \ .. \ �� IoM of I Y �1_BIl A.F.F._ q'-_5" A A.F.F.LJiB' SHELF HEIGHT - q _ .F.F._ — a'-5" A.F.F. SHELF HEIGHT _ SHELF HEIaHT SHELF HEIGHT .ALL 5URFACE5 ALL SURFAGE5 - ALL L-2 L-2 BY VENDOR #I BY VENDOR #1 — — — 5LA7Kk_L % 5Y VENDOR #I— SLAT�IALL PL -41 PL -41 TYP. - _ — PL -41 BY VENDOR #1 BY VENDOR #I P-brt FRAME— FRAME — PL -41 4" TRIM \ — — —. c — —. — — — 41TRIM �- - o' -o° A.F.F. FINISH o'-®" A.F.F. 12a � � 102 — — — — — — — — FLOOR. FIN15H FLOOR. 01 0" A.F.F* A.F.F 0'-0"IN H PRO SHOPSLATWALLGOLF GOLF FRO SHOP -41 REFER TO SHEET Ala.✓ FOR EL TI TI GOLF PHO SHOP GOLF FRO SHOP BY OR #1 CONTINUATION L TI INTERIOR ELEVATION SCALE Ir4" f' -O" SCALE I/4" o I' -O" SCALE I/4" I'-®" 50ALE I/4" I PANELS NET MOUNTING, HEIGHT - GOORD. QUAL AL PANELS ML -I ML -I N1 VENDOR #1 �RAFHIG 51ZE BY VENDOR #I BY VENDOR I TL -2 L-� I I ` \ PANES a' -O" A.F.F. BY VENDOR #I _L — ML -I ROUGH OPENIN5 4211 BY OR #I HEIGHT � (&R-4 1U\ F — — 5 GOLF MURAL ` L- MINIMUM -O" A H 5RAP BY VENDOR #5 IG ® s 0 0 FRA ME TV AND POLE: TO MOUN7ED DIRECTLY T I s BE PROVIDED D ! MELAMINE KALL AND IN5TALLED BY IT EaUIPMENT INSTALLER / i 6. O' -O" A.F.F. FINISH FLOOR B -3O ELEVATION I B -3O ELEVATION B -3O ELEVATION 3 B_�O ELEVATION 4 LL FITTING TE ELEVATIONE17 INTERIOR 50ALE 1/4" a I'-0" Lij 6" GRC 4" TRIS 15" TRI FAINT SHELF T-5 FL LIGHT i AND 4' BY VEP 6" GRC WHITE i DIFFUS VEND® 5/5" G PAINT 4" TRI GRAFI TO 5U� FAINT SHELF T-5 FL LIGH`i AND 4 BY VE 6" GRC AHITE DIFFUS- VENDC IFFUSVENDC 511 0� W! ALU FLA5TI FINISH (FL -24, ROUND FINISH FLA5TI FIN15H FINISH 5CALE 5/4" = 1'-0" 5/5" PAINT 6" GR( 4" TR I' 15" TRI FAINT SHELF T-5 FL LGH T AND 4 BY VE 6" GRe NHITE D I FFUE- VENDC 5" OC K/ ALU FLA5TI FINISH YORKE (FL -24, ROUND FIN15H 4" TRIM GRAPHIC, APPLIED TO 5URFACE 0 FAINT INTERIOR OF SHELF WH[TE (TYF.) T-5 FLUORE5CENT LIGHT FIXTURES- 5' AND 4' iN LENCGTH 5Y VENDOR #15 6" CROWN MOLDING WHITE EGGCRATE DIFFU5ER BY VENDOR # I 5/4" x 4" FPNCH CLEAT 5Y VENDOR # I 5" 00 5LA7WALL W/ ALUM INSERTS PRE -FAB PANELS PURCHASED AND INSTALLED BY VENDOR #1 HANG DIRECTLY TO 5LATWALL PLASTIC LAMINATE FINISH FIN15H GRAIN TO RUN VERTICAL TYF. STEEL FRAMING AS REQUIRED FOR 2-7'-C" SPAN 51NGLE TUBE FLUORE5GENT LIGHT FIXTURES II`- 10" •NO ffilm ]121 PLASTIC LAMINATE FIN15H FLA5TG LAN FIN15H REFER ELEVATION5. FLA5TIC LAN FIN15H AT 5Lt ONLY. REFER ELEVATIONS. 5URFACE MOP METAL 57ANL 5PAGED 24" BOTTOM +6" f 11'-0" @ OOF FAINT GRADE 5/4" PLYWOOD LAMINATE BASE 4" 7R[' 15" TRI FAINT SHELF FLA5TI FIN15H FINISH 1 1/2" GOLF @ PRO SHOP WS81 WALL SECTION 15CALE 5f4" = 1'-0" I SCALE 5/4,, = II-Otl PAINT GR: 4" TRI GRAgPi TO SUE FAINT SHELF T-5 FL LIGHT AND 4 5Y VE VgHITE DIFFUE VENDC FLA5TI FIN15H FIN15H SCALE 5f4" I' -C" 1 I/2" FINISH GRAIN TO RUN VERTICAL T°YF. 51NGLE TUBE FLUORESCENT L I GHT5 WHITE AGRYL I G LENS III- 10" 6" GROWN MOLDING FLA5TIG LAMINATE FIN15H LEXAN BY VENDOR �I 5/4" VdOOD TRIM WOOD 5LOCKIN6/5ACKIN6 AS REQUIRED 6" W. FRAME BOTH SIDES WITH C -ENTER PANEL RECESSED E%4 FAINT GRADE 5/4" FLYIi®OD 5LATWALL 5/4" ROOD BASE FLU5H WITH WOOD FRAME 5%V" C - FAINT 61[ GR 4" TRI GRAPI TO 5Ui PAINT SHELF T-5 FL LIGHT AND 4 BY VE WHITE O IFFUE VENDC 5" OC W/ ALU FLA5Tl FINISH YORK5 (FL -24, ROUND FIN15H GOLF ACCESSORIES 5GALE 5/4" = I' -O" ca f Design and construction documents as instruments of service are given in confidence and remain the property of Herschman Architects. The use of ;thfs designand these construction documents for purposes other than the specific project named herein is strictly prohibited without, expressed witten consent of Herschman Architects, Inco. -Po, ated DateIssue 01/50f2012 BID/FERMI T g 61 t N l3 03 c � n 6 0 0 ®® 0 m c o� 0 0 6 2 0 0 s O ° p 5 a E $ K 7 6 S Drawn By: P .f®x Project No,: 15101.00 On 1 19 6-0"A.F.F. PIN15H CEILING lb' -1O" A.F.F. MIN5GOT HT. (@ MIRRORS) 4' -IO" A.E.E. WAIN5GOT HT. O' -O A.E.F. FINISH FLOOR ,-,I -G' A F.P. IN15H OEILING MIN500T H.. 0I,-0" A-F_F,-- 1 SCALE 1/2" = I' -G" °_�un � TOILET ROOM A66E55ORIE5 TO BE INSTALLED BY G.G. `IYP I GAh IST- ELEG° RELATED TRADES. I3T-2 CLEAR DIMENSIONS FROM i TO rL OF FIXTURES, AND FROM CL OF FIXTURES TO ADJACENT PARTITIONS OR WALLS ARE CONSIDERED FE3T-2 / C7/ 7/-/7/—Z// / 77/77/ ,/J/7 (0 /� // r ADJUST AGGE55IBLE STALL DOORS TO BE 5ELP-GL05ING. / i /Wz/// i G B IMIC/ Y VP / WT -1 % / i //„ 1i,//, / �/ / /; . /, / / / / /, --�- ►� I 17- i' „i % 77 \ WT -2 — / ®C1 - ® WT- GC FINISH FLOOR ELEVATION I WOMENS TOILET ROOM INTERIOR SCALE 1/2" m 1'-0" 6-0" A.r_.F. - FIN15H CEILING 4'-1_0" A.F.F. WVAIN5GOT HT. G'—O" A.r.F. F I N115H FLOOR ELEVATION ELEVATION 2 -�I 1- -0-- A.1". F. _ FINISH CEILING 4' 10" A.F.F. NAIN560T FST. G' -O" A.F.F. FINISH FLOOR - t. TOILET ROOM A66E55ORIE5 TO BE INSTALLED BY G.G. `IYP I GAh IST- ELEG° RELATED TRADES. 5. CLEAR DIMENSIONS FROM i TO rL OF FIXTURES, AND FROM CL OF FIXTURES TO ADJACENT PARTITIONS OR WALLS ARE CONSIDERED FE3T-2 -MANI 4. PROVIDE GLEAR SEALANT AROUND PERIMETER OF MIRRORS, BETWEEN TILE AND FRAME. 77/77/ ,/J/7 (0 PROVIDE ERT BLOGKIN6 FOR FIXTURE5. -5TYL ADJUST AGGE55IBLE STALL DOORS TO BE 5ELP-GL05ING. WT IMIC/ Y VP / WT -1 % / i //„ 1i,//, / �/ / /; . /, / / / / /, / 17- i' „i % 77 — / ®C1 - WT- GC � -- m 0 gu . e It ELEVATION 2 -�I 1- -0-- A.1". F. _ FINISH CEILING 4' 10" A.F.F. NAIN560T FST. G' -O" A.F.F. FINISH FLOOR - t. RIG MTER GOOLE IFAGTURER = ELKA E w EZ5TL 'UNT COOLER TO 6LL AS PER iNUPAGTURER'S EG I P I GATI ON5, LUDINO MOUNTING IrvHTS FOR ,GE551151 L I TY >MPLIANGE. ELEVATION 2 I. TOILET ROOM A66E55ORIE5 TO BE INSTALLED BY G.G. `IYP I GAh IST- ELEG° RELATED TRADES. 5. CLEAR DIMENSIONS FROM i TO rL OF FIXTURES, AND FROM CL OF FIXTURES TO ADJACENT PARTITIONS OR WALLS ARE CONSIDERED -MANI 4. PROVIDE GLEAR SEALANT AROUND PERIMETER OF MIRRORS, BETWEEN TILE AND FRAME. 5. PROVIDE ERT BLOGKIN6 FOR FIXTURE5. -5TYL ADJUST AGGE55IBLE STALL DOORS TO BE 5ELP-GL05ING. IMIC/ Y VP / WT -1 % / i //„ 1i,//, / �/ / /; . /, / / / / /, / 17- i' „i % 77 HE / GLEAR A� GC m 0 . e It r i— Ail- V�TP2 = RIG MTER GOOLE IFAGTURER = ELKA E w EZ5TL 'UNT COOLER TO 6LL AS PER iNUPAGTURER'S EG I P I GATI ON5, LUDINO MOUNTING IrvHTS FOR ,GE551151 L I TY >MPLIANGE. ELEVATION 2 I. TOILET ROOM A66E55ORIE5 TO BE INSTALLED BY G.G. 2. WORK SHALL BE DONE IN AGGORrsANGE WITH MANUFACTURER'S R.E60MMENDATION5 AND 5PEGIEIGATION5. COORDINATE WORK WITH ELEG° RELATED TRADES. 5. CLEAR DIMENSIONS FROM i TO rL OF FIXTURES, AND FROM CL OF FIXTURES TO ADJACENT PARTITIONS OR WALLS ARE CONSIDERED -MANI 4. PROVIDE GLEAR SEALANT AROUND PERIMETER OF MIRRORS, BETWEEN TILE AND FRAME. 5. PROVIDE ERT BLOGKIN6 FOR FIXTURE5. -5TYL ADJUST AGGE55IBLE STALL DOORS TO BE 5ELP-GL05ING. IMIC/ Y VP //nom „ 71/ % / i //„ 1i,//, / �/ / /; . /, / / / / /, / 17- i' „i % 77 HE GLEAR A� GC m 0 . e It r RIG MTER GOOLE IFAGTURER = ELKA E w EZ5TL 'UNT COOLER TO 6LL AS PER iNUPAGTURER'S EG I P I GATI ON5, LUDINO MOUNTING IrvHTS FOR ,GE551151 L I TY >MPLIANGE. ELEVATION 2 I. TOILET ROOM A66E55ORIE5 TO BE INSTALLED BY G.G. 2. WORK SHALL BE DONE IN AGGORrsANGE WITH MANUFACTURER'S R.E60MMENDATION5 AND 5PEGIEIGATION5. COORDINATE WORK WITH ELEG° RELATED TRADES. 5. CLEAR DIMENSIONS FROM i TO rL OF FIXTURES, AND FROM CL OF FIXTURES TO ADJACENT PARTITIONS OR WALLS ARE CONSIDERED -MANI 4. PROVIDE GLEAR SEALANT AROUND PERIMETER OF MIRRORS, BETWEEN TILE AND FRAME. 5. PROVIDE ERT BLOGKIN6 FOR FIXTURE5. -5TYL ADJUST AGGE55IBLE STALL DOORS TO BE 5ELP-GL05ING. IMIC/ Y VP M/ SF INC I'- HE GLEAR A� GC m 0 RIG MTER GOOLE IFAGTURER = ELKA E w EZ5TL 'UNT COOLER TO 6LL AS PER iNUPAGTURER'S EG I P I GATI ON5, LUDINO MOUNTING IrvHTS FOR ,GE551151 L I TY >MPLIANGE. ELEVATION 2 I. TOILET ROOM A66E55ORIE5 TO BE INSTALLED BY G.G. 2. WORK SHALL BE DONE IN AGGORrsANGE WITH MANUFACTURER'S R.E60MMENDATION5 AND 5PEGIEIGATION5. COORDINATE WORK WITH RELATED TRADES. 5. CLEAR DIMENSIONS FROM i TO rL OF FIXTURES, AND FROM CL OF FIXTURES TO ADJACENT PARTITIONS OR WALLS ARE CONSIDERED HOLD DIMENSIONS. 4. PROVIDE GLEAR SEALANT AROUND PERIMETER OF MIRRORS, BETWEEN TILE AND FRAME. 5. PROVIDE ERT BLOGKIN6 FOR FIXTURE5. (+. ADJUST AGGE55IBLE STALL DOORS TO BE 5ELP-GL05ING. ELEVATION Om PINI5H GEILINC 6-I0" &F.P. MINSGOT HT (9 MIRRORS) 0'-011 A.F.F. FINI5H FLOOR V -G" A.P.F. - PIN15H CEILING 4'RI0" A.F.F. V�°aINS�C%T i�T. 0' 0" A.P.F. FINISH FLOOR ELEVATION 5 ELL 2O' -O" Ela Y 7 ti..A r. r . � ^6 �..y.. t RESTROOM ,�: S� f t"� c tai PLANS �, THE SECTION OF V4ALL WHERE THE REGE55Fu SANITARY DISPENSER. 15 LOCATED MUST 5E A b" STUD WALL. 11 FLUSH VALVE ON OPEN SIDE OF STALL l' \ -PROVIDE IN-AALL BLOCKING IN THIS SECTION OF WALL FROM 15" AFF AND UP. E mm YPLAN uhf. Cit Design and construction doeurnents as Instruments of service are given in confidence and remain the property ofHerschrnan Flrchitects. 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 Herschrnan Flrchitects, Incorporated, Date Issue 01/50/2012 BID/PERMIT u A 6 2 8 E 2-- LD °% L T '3 'Z' 20 g aL E ° m L, 2 °-.2 N �° ®0- R, -N E Drawn By; PYox 15101.00 PRE -FINISHED TRIM AND VALANCE SY VENDOR #I, TYF I GAL. PRE -FINISHED TRIM AND VALANCE BY VENDOR #I, TYPE CAL. FAUX BRICK 5Y VENDOR #I APPAREL PORTAL E5 I INTERIOR is ELEVATION 1 i . O PORTALAPPAREL E9 I INTERIOR ELEVATION 1 :#2i 5Y VENDOR "I TORAGE CLIP FOR ELE5COP1 NG OLE5 MOUNTED AT 2" A.F.F. (WHERE IPFLICABLE) PRE-FINI5HED TRIM AND VALANCE BY VENDOR #I, TYFICAL. FAUX 5RICK 5Y VENDOR #I P-f PAINT - 5UGKRAM BINDING FT -2b PEEL 4 5TIOK GR -TSD FAI5RIC FRAME GRAPHIC 15Y VENDOR PAINT - WHITE FLOUR 5Y VENDOR APPLIED F — — — P. G-WAYFINDING P-12 D 1 RECTLY TO MALL - / F-41 0 LEVEL 5 FIN15H REOUIRE;D PAINT - FRO57Y WHITE FRP-) /f ZI P-34 PRE -FINISHED TRIM AND VALANCE SY VENDOR #I, TYF I GAL. PRE -FINISHED TRIM AND VALANCE BY VENDOR #I, TYPE CAL. FAUX BRICK 5Y VENDOR #I APPAREL PORTAL E5 I INTERIOR is ELEVATION 1 i . O PORTALAPPAREL E9 I INTERIOR ELEVATION 1 :#2i 5Y VENDOR "I TORAGE CLIP FOR ELE5COP1 NG OLE5 MOUNTED AT 2" A.F.F. (WHERE IPFLICABLE) PRE-FINI5HED TRIM AND VALANCE BY VENDOR #I, TYFICAL. FAUX 5RICK 5Y VENDOR #I UA APPAREL PORTAL E2 I INTERIOR ELEVATION PRE-FINI5HED TRIM AND VALANCE 5Y VENDOR #I, TYPICAL. 5 T OR,AGE CLIP FOR TEL F-5COPING FOLE5 MOUNTED AT 52" A.F.F. (WHERE AFFL I CA5LE) FRE -FINISHED TRIM AND VALANCE 15`( VENDOR #I, TYP I GAL. FAUX BRICK 5r VENDOR #I � FRAME OR #2T APPAREL PORTAL E7 I INTERIOR ELEVATION PRE -FINISHED TRIM AND VALANCE 5Y VENDOR #I, TYPI CAL. FAUX )BRICK 5Y VENDOR #I -GR-144 - "AGGE5515LE" ROOM BIGNAGE (AT ACCE5515LE FITTING ROOM5 ONLY); REFER TO TACTILE SIGNAGE GUIDELINES ON ADA.O FOR MOUNTING LOCA T I ON P-f PAINT - 5UGKRAM BINDING FT -2b FEEL � STIOK GR -TESD FAI5RIC FRAME GRAPHIC 15Y VENDOR PAINT - WHITE FLOUR 5Y VENDOR APPLIED F — — — P. G-WAYFINDING P-12 D I REOTLY TO KALL - F-41 0 LEVEL 5 FINISH REQUIRED PAINT - FRO57Y WHITE FRP-) F-10 P-34 PAINT - HARTF (056�) GREEN UA APPAREL PORTAL E2 I INTERIOR ELEVATION PRE-FINI5HED TRIM AND VALANCE 5Y VENDOR #I, TYPICAL. 5 T OR,AGE CLIP FOR TEL F-5COPING FOLE5 MOUNTED AT 52" A.F.F. (WHERE AFFL I CA5LE) FRE -FINISHED TRIM AND VALANCE 15`( VENDOR #I, TYP I GAL. FAUX BRICK 5r VENDOR #I � FRAME OR #2T APPAREL PORTAL E7 I INTERIOR ELEVATION PRE -FINISHED TRIM AND VALANCE 5Y VENDOR #I, TYPI CAL. FAUX )BRICK 5Y VENDOR #I -GR-144 - "AGGE5515LE" ROOM BIGNAGE (AT ACCE5515LE FITTING ROOM5 ONLY); REFER TO TACTILE SIGNAGE GUIDELINES ON ADA.O FOR MOUNTING LOCA T I ON - PRE -FINISHED TRIM AND VALANCE BY VENDOR I, TYPICAL. APPAREL OR go "AGCE551BLE" ROOM 516NAGE (AT AGGE551BLE FITTING ROOM5 ONLY); REFER TO TACTILE SIGNAGE GUIDELINES ON ADA.O FOR. MOUNTING LOCATION APPAREL PORTAL INTERIOR ELEVATIOli TORAGE CLIP FOR ELE5COFING OLE5 MOUNTED AT 2" A.F.F. (WHERE ,PFL 1 CABLE) PRE-FINISHED TRIM AND VALANCE 5Y VENDOR #I, TYPICAL. FAUX BRICK BY VENDOR #I PI DOOR ONLY INTERIOR FINISH SCHEDULE LF -T-X: 6.30.2011 P-f PAINT - 5UGKRAM BINDING FT -2b FEEL � STIOK GR -TESD F-10 PAINT - WHITE FLOUR 5Y VENDOR APPLIED METAL - RAN 5TEEL P-12 D I REOTLY TO KALL - METAL - GALVANIZED LEVEL 5 FINISH REQUIRED PAINT - FRO57Y WHITE FRP-) F-10 P-34 - PRE -FINISHED TRIM AND VALANCE BY VENDOR I, TYPICAL. APPAREL OR go "AGCE551BLE" ROOM 516NAGE (AT AGGE551BLE FITTING ROOM5 ONLY); REFER TO TACTILE SIGNAGE GUIDELINES ON ADA.O FOR. MOUNTING LOCATION APPAREL PORTAL INTERIOR ELEVATIOli TORAGE CLIP FOR ELE5COFING OLE5 MOUNTED AT 2" A.F.F. (WHERE ,PFL 1 CABLE) PRE-FINISHED TRIM AND VALANCE 5Y VENDOR #I, TYPICAL. FAUX BRICK BY VENDOR #I PI DOOR ONLY INTERIOR FINISH SCHEDULE LF -T-X: 6.30.2011 P-f PAINT - 5UGKRAM BINDING FT -2b METAL - 51LVER F-10 PAINT - WHITE FLOUR P -25 METAL - RAN 5TEEL P-12 PAINT - LOUISBURG GREEN METAL - GALVANIZED F-30 PAINT - FRO57Y WHITE FRP-) FIBER REINFORCED PANEL P-34 PAINT - HARTF (056�) GREEN IT -C" H ACROVYN F WL - "2"! OYSEfER &RAY F -b2 PAINT - DAZZLEc5-2 X ACROv Coate &JAFD GOLM - #429 0r5TER &RAF P -b5 PAINT - VERNAL FALL5 FL -I FORMICA WHITE P -6b PAINT - DAREDEVIL FL -5 BRU5HED PEWTER X PAINT - oU5TOM BRIt:�< 2 =0 3LA-1K FORE57 6REEN P -a PAINT - SOFTWARE L-2 YORK5HIRE CHERRY PAINT - CINNAMON 5TONEL-2 X MATTE; BLACK F- E4 PAINT - GALAPAG05 GREEN 5-1 TO PATO Ai TIZE A5H -FORMICA 151-611 H PAINT - BLUEBLOOD L-50 GRENADINE P -Tb PAINT - IRON ORE K -4o WILD CHERRY x_827NF PAINT - MILLION DOLLAR REP L_4 5UEDE BLACK P- NIKE PAINT - COOL GRAYMDF X MEDIUM DENSITY FIBER BD. -� NIKE PAINT - 5ATIN SLAGK NNiDF THERMOFU5ED MELAMINE PANEL P -q® PAINT - SILVER LAKE N MDF - DOUBLE DENSITY F-41 I UA PAINT - NEBULOUS WHITE ML -I MELAMINE - WHITE 2T-20 METAL - BLACK CARBIDE 141-6711 H ANTIQUE A5H t�T-2I METAL - K57Y GRAY WRINKLE 5 30 6" VINYL DOVE - BLACK drr-2� METAL - PLAIN 5TEEL I I'-511 IAN THIN BRICK VENEER x-24 METAL - PLAIN 5TEEL R II' -011 W E -g METAL - DARK GREEN FITTING BROOM S NL) It: Eft tK 10 PKOOMI F INIt)H 5CHtPULt FOR ADDITIONAL FINI5HES, APPAREL PORTAL WALLS LEGEND GUIDELINES VERSION WIDTH X HEIGHT PORTAE, WALL TYPE A 151-0" W X Iii -CII H I -WALL 151-01, X 1-11-011 fH F I TTI NO ;ROOM 8 SAA �N C1 1-011 P i X IT -C" H ( � I -NALL LL D C11-1011 W X li'-O" H FITTING ;ROOM E 15'-O'I N X I&I-CII H I -MALL P 15'-011 W X 1&'-0" H FITTING ROOM Z af'-O" W X Ib' -C" H I -WALL q1 -CII W X 161-10' H FITTING ROOM I 151-011 W X 151-611 H 1-NAiLL J 151-1011 W X 151-611 H FITTING ROOM K G1 -OI' W X 15-b11 H I -WALL L X 151-6' H FITTING ROOM 151-011 W X 14'-b" H I -WALL N 151-0" W X 14'-&` H FITTING ROOM 0 al' -01f W X 141-6711 H I -MALL P q' -O" W X 14'-b"1 H FITTING ROOM I I'-511 IAN X IT -O" H I-6°NALL R II' -011 W X IT -O" H FITTING BROOM S III -011 W X I6' -O" H I -WALL T III -011 W X 16-0"H FITTING ROOM u III -011 W X 15-6" H I -WALL V III -O" W X 151-611 H FITTING ROOM III -011 W X 14'-b" H I -WALL III -O" IN X 141-b" H FITTING ROOM Y 14'-0 1/411 W X 12'-2 7/6" H MOISILE I -WALL. z 12'-5 1/4" W X 12'-2 1/811 H MOBILE FITTING ;ROOM 5 a, �a v u a a;. . 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 "or purposes -other than the specific project named herein is ictly prohibited without expressed written consent of Herschman Architects, Incorporated. Date [Issue 515/2512 SIDt'PERMIT a7 Y '3 d m L an i51 C L 6 ° o kb o� 0 13 c 0PL o 20 °Q°Cc, mf, ®0, 121- fl'n °mCc, no 6" U 6 c � E " �[ K5 Q <���� Drawn By: P.fox Project No,; 15151.55 Im t� 00* Z LL CONT. J-SEAD TYP. INHERE PARTITION 15 PARALLEL TO DECK FLUTES PROVIDE 20"L 2" 206A MIN. SLIP 7RAGK 5CFZ5AED x 4" (20 GA) STL. STUD @ TO DECK ONLY FULL N112TH 50UND BATT 24" O.G. KITH 5 MULTI ,✓ INSULA 110N PER U.L. RATING. PURP05E kNOOD SCREENS f NHERE SGHEDULED (TYP) BY -TMST #6 X I I4" 1��� WL STUDS a 16" -On. 20 SA I"41A .I , I1\il-I k� I-tlltl I - if 511 �II (REFER TO ELEVATION FOR 51ZE5) NOTE: NOTE: FIN15H GYP. 5D. SCREWS AND JOINTS TO WALLS BEHIND MURALS TO BE PAINTED 51M. TO ALL PROVIDE AN APPROPRIATE MOUNTING SURFACE. EXP05ED WALL SURFAGES. D7 TRIM DETAIL SGA>,LE 6" II—®II MTL, STUDS ® 16" oz- OR A5 SCHEDULED (TYP.) CONT. MTL. RUNNER TRACK MECHANICALLY FASTENED TO CONC. SLAB. (T -.P.) FADE OF ALL 5'f?. 5D— ABOVE TOP R0 OF SLOCKINC REFER TO ELEVATIONS FOR PAINT FINISH 2" x 4" OONTINUOUS bNOOD — SLOOKINS SURFACE MOUNTED TO 5TUD5 y: 211 V VIDE ADDITIONAL SUPPORT FACE OF MA50NRY MAY OCCUR 2 r 1 LOZIER FI X _o (REFER TO MALL SECTIONS) INSTALI-ED WITHIN 6" OF PANEL MARKED "PLANS" AT 46" r / 2" x 4" CONTINUOUS 1AWD i X ANCHOR BOLTS, (2)- �. IX4 YdOOD SLOGKING PAINT (REFER TO HALL SECTIONS) PER HANGER / MOUNTED TO 5TUD5 PAINT TO MATCH �iALL - 61, PVG PIPE 10'-0" HILTI FASTENERS @ 16" ®.c. r (TYP. REFER TO ELE 10" ON GENT �R (SEE AGM -3045F LONG. CAP ONE et� x �14ORIZONTALLY END. LOCATE FLANGE DETAIL) BEHIND BALER. I.:. 61r VERTICALLY, MIN. I" PENETRATION. UNISTRUT MECHANICALLY METAL STRAPPING . - I J HANGER (2) MTL, STUDS ® 16" oz- OR A5 SCHEDULED (TYP.) CONT. MTL. RUNNER TRACK MECHANICALLY FASTENED TO CONC. SLAB. (T -.P.) FADE OF ALL 5'f?. 5D— ABOVE TOP R0 OF SLOCKINC REFER TO ELEVATIONS FOR PAINT FINISH 2" x 4" OONTINUOUS bNOOD — SLOOKINS SURFACE MOUNTED TO 5TUD5 IIf211 yY t 211 V VIDE ADDITIONAL SUPPORT FACE OF MA50NRY MAY OCCUR 2 r 1 LOZIER FI I _o (REFER TO MALL SECTIONS) INSTALI-ED WITHIN 6" OF PANEL MARKED "PLANS" AT 46" r / 2" x 4" CONTINUOUS 1AWD i 5LO0lKIN6 SURFACE IX4 YdOOD SLOGKING PAINT (REFER TO HALL SECTIONS) NOTE: SLATVNALL I / MOUNTED TO 5TUD5 PAINT TO MATCH �iALL - HILTI FASTENERS @ 16" ®.c. r (TYP. REFER TO ELE 10" ON GENT �R (SEE AGM -3045F et� �14ORIZONTALLY $ 12" a.c. FLANGE DETAIL) O' -O" A.F_F. -rIN15H I.:. 61r VERTICALLY, MIN. I" PENETRATION. UNISTRUT MECHANICALLY METAL STRAPPING FLOOR ELEVATION FAST NEP TO BOTTOM CHORD OF JOIST FOR ( ALL SECTION ciO L55. TEN510N / 140 L55. SHEAR PROVIDED/INSTALLED BY NOTE: PAINT EXP05ED ENDS OF BLOCKING TO MATCH ADJACENT SURFACES (TYP.) t` LOZIER o 0 to 0 0 LI A550C1ATED HARD RE FOR MOUNTING OF SGAtLE ire" I `-®" "ROBERTSON" HEAD - 16" O.C. HORIZONTAL 12" ------------- - IIf211 yY t 211 V VIDE ADDITIONAL SUPPORT FACE OF MA50NRY MAY OCCUR 2 r 1 IF UN157RU7 OANNOT BE I SLATWALL (REFER TO MALL SECTIONS) INSTALI-ED WITHIN 6" OF PANEL MARKED "PLANS" AT 46" r / GYPSUM 5D. MAY OCCUR i (2) Imo" UNISTRUT PER IX4 YdOOD SLOGKING PAINT (REFER TO HALL SECTIONS) NOTE: SLATVNALL I / FLANGE,/MONITOR PAINT TO MATCH �iALL RECEIVE IN51PE GO HILTI FASTENERS @ 16" ®.c. r (TYP. REFER TO ELE 10" ON GENT �R (SEE AGM -3045F 1 . �14ORIZONTALLY $ 12" a.c. FLANGE DETAIL) � I.:. 61r VERTICALLY, MIN. I" PENETRATION. UNISTRUT MECHANICALLY METAL STRAPPING FIXTURE OR 516N SUPPORT MAX. FAST NEP TO BOTTOM CHORD OF JOIST FOR ciO L55. TEN510N / 140 L55. SHEAR PROVIDED/INSTALLED BY FIXTURE OR SIGN SUPPORT. (REFER TO CEILING PLAN t` 1 1/2" #6 THREAD- CUTTING STEEL SCREAS rw/ o 0 to 0 0 LI A550C1ATED HARD RE FOR MOUNTING OF "ROBERTSON" HEAD - 16" O.C. HORIZONTAL 12" ------------- - IST T V77' C.C. VERTICAL @ SLATWALL < \� SG.ALE III II—C" 1 D5 DETAIL NOTE: AL50 REFER TO STRUCTURAL FOR ADDITIONAL Sr I Irl" j'_p>11 4O 11/2" (169a.) Z -FURRING GHANNEL DALE / -.ALF- 1 .. . ( � 1NCOR ZFG 16 VERTICAL @ 16" ®z- (TYP.) .. TO PRO'V'IDE ONE (1) COMPLETE SET OF CONSTRUCTION DRAWINGS L J1 FACE OF SLATWALL L � FACE OF SLATAALL PLAN VIEW SECTION SLAB LL FASTENING DETAIL _D8 15r ALE b" ® I' -O" NOTE: REFER TO MALL SECTIONS FOR PLACEMENT OF SLATWALL. TYPICALLY TH15 15 APPLIED DIRECTLY OVER GYPSUM. 50. WOOD BLOCKING N GOLF TO RNER TRIM `VA710N5) d 5,SALE 5" e I' -O" P.V.G. GAP (2) 50TH ENDS ARE TO 5E REMOVE` n' t VIDE ADDITIONAL SUPPORT r 1 IF UN157RU7 OANNOT BE 6"-X 56"L P.V.G. TUBE SLATWALL INSTALI-ED WITHIN 6" OF PANEL MARKED "PLANS" AT 46" r / POINT. (REFER TO 57RUCTURAL) A.F.F. (MAX) (2) Imo" UNISTRUT PER IX4 YdOOD SLOGKING PAINT NOTE: SLATVNALL I / FLANGE,/MONITOR PAINT TO MATCH �iALL RECEIVE IN51PE GO r (TYP. REFER TO ELE N GOLF TO RNER TRIM `VA710N5) d 5,SALE 5" e I' -O" P.V.G. GAP (2) 50TH ENDS ARE TO 5E REMOVE` n' MELAMINE 50. L2" x 1/16" KERF TO LAPD R LL MURAL MURAL ON I/4" GYPSUM BD. 7M.D.F. TRIM (PAINT P-1) WITH MITER JOINTS Design and construction documents as. instruments o" service are given In confidence "and remain the property of Herschnnan Architects he use of this design and these construction documents 'or pu. poses other than the specific protect named herein is strictly prohibited without expressed written consent of `ierschman Architects, Incorporated Date Issue l ®Ir�Or2®12 �IDrF'ERMIi QQL— a� a� mg O 0 V m 6 � L m®7® 2QL 60 ®a�o� 2�� ®_� � ® y 12, E . 13 a, g�° ;� � 2 a -e of 2- o� - %D >n <vs�� 0 Dram By: Project No., 15101.00 LJ LL. t VIDE ADDITIONAL SUPPORT r 1 IF UN157RU7 OANNOT BE 6"-X 56"L P.V.G. TUBE INSTALI-ED WITHIN 6" OF PANEL MARKED "PLANS" AT 46" r / POINT. (REFER TO 57RUCTURAL) A.F.F. (MAX) (2) Imo" UNISTRUT PER IX4 YdOOD SLOGKING PAINT JO15T PANEL POINT 4, / FLANGE,/MONITOR PAINT TO MATCH �iALL r 10" ON GENT �R (SEE AGM -3045F FLANGE DETAIL) I 61r 15/6" (I2aA.) 'PERFORATED' UNISTRUT MECHANICALLY METAL STRAPPING FIXTURE OR 516N SUPPORT MAX. FAST NEP TO BOTTOM CHORD OF JOIST FOR PROVIDED/INSTALLED BY FIXTURE OR SIGN SUPPORT. (REFER TO CEILING PLAN FOR LOCATIONS) UNISTRUT, BEAM OLAMP5, AND ALL o 0 0 0 LI A550C1ATED HARD RE FOR MOUNTING OF ------------- - IST T CHANNELS TO BE PROVIDED AND INSTALLED 5Y G.C. PLAN TUBE SG.ALE III II—C" D5 DETAIL NOTE: AL50 REFER TO STRUCTURAL FOR ADDITIONAL Sr I Irl" j'_p>11 4O REINFORCING A5 REQUIRED. -.ALF- NOTE: PLAN TUBE PROVIDED BY A.F.I. (SHORN FOR REFERENCE ONLY) INSTALL PER LOCATION A5 SHOWN ON FLOOR PLAN. CONTRACTOR 15 TO PRO'V'IDE ONE (1) COMPLETE SET OF CONSTRUCTION DRAWINGS MELAMINE 50. L2" x 1/16" KERF TO LAPD R LL MURAL MURAL ON I/4" GYPSUM BD. 7M.D.F. TRIM (PAINT P-1) WITH MITER JOINTS Design and construction documents as. instruments o" service are given In confidence "and remain the property of Herschnnan Architects he use of this design and these construction documents 'or pu. poses other than the specific protect named herein is strictly prohibited without expressed written consent of `ierschman Architects, Incorporated Date Issue l ®Ir�Or2®12 �IDrF'ERMIi QQL— a� a� mg O 0 V m 6 � L m®7® 2QL 60 ®a�o� 2�� ®_� � ® y 12, E . 13 a, g�° ;� � 2 a -e of 2- o� - %D >n <vs�� 0 Dram By: Project No., 15101.00 LJ LL. I P P 1 .1 and pe arm material testing of masonry materials and construction to follows: mechanical, electrical and plumbing trades is the responsibility of the trade conform with the building code and the following: involved; however, any box -outs not covered by typical details in A. Slab on grade: Minimum of 95% maximum density by ASTM D698. the structural drawings shall be submitted for approval. MWID2um-Ioatis qnd Submi B. Footings bearing on fill: A minimum of 98% maximum density by ASTM D698. 13. Reinforcing bars shall conform to ASTM A615, grade 60. No tack welding of Certificates for materials used in masonry construction indicuting 8. The earthwork program should be conducted under the supervision of a soils reinforcing in the field will be permitted. compliance with the contract documents. testing laboratory. The in-place densities achieved are to be verified by tests. 14. Welded wire fabric reinforcing shall conform to ASTM A185 and be furnished in Verification of specified masonry compressive strength (fm) in accordance with flat sheets and installed on chairs. specification article 1.4b specification for masonry structures r,v;,Q+Inn 17nig r1A+Ar%n 15. ire bar sunnort,-q shall be furnished for all rp-infnirt-In wi+hin oinho Inel"ohip f (ACI 530.1/ASCE 6/TMS 602) prior to construction, except where specifically D. Components and cladding: use the most stringent wind load obtained from LJ I W wire welded fabric. Bottom bars in slabs on grade may be supported by other exempted by the building code requirements for masonry structures code, underwriter criteria (Factory Mutuul, etc.), and the project 1. Foundation design is based upon an helical pile foundation construction. A suitable supports. Reinforcing shall be properly positioned prior to concrete ", 51 - GENERAL NOTES Geotechnical engineer shall be retained by the owner to field verlify that the placement and may not be re -positioned once concrete operations have begun. coefficients at building perimeter, comers, eaves, and rakes. Loads noted existing soils yield an allowable bearing pressure equal to or greater than the Wire bar and other types of supports shall be in accordance with the concrete See Special Inspection section for Level 1 required inspections. D_qnaa1ffi_on (cont.) assumed value. The structural engineer shall be notified immediately if any (cont.) reinforcing steel institute manual of standard practice. (cont.) Building Code- 2007 Florida Building Code w/2009 Amendments discrepancies are discovered between field conditions and those presented herein. 11. Contractor shall submit a proposed deconstruction sequence to the owner and 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. Reinforcement shall be continuous through all construction joints unless otherwise structural engineer for review prior to commencement of work. two coats coal tar epoxy, approved by the architect, unless otherwise noted. filled, shall be removed. 1. Design live loads Typical bay gross 30 psf net 25 psf review to insure conformance with the construction documents during the A. Floor loads excavation, back fill, and foundation phases of the project, 17, All hooks shown on drawings shall be standard hooks unless otherwise noted. Buildim Pad- Ergparation 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 1.1. Retail Where continuous bars are called for, they shall run continuously around corners 0 Determine topsoil and excavation stripping depth, been added to the cement and aggregutes. Addition of water to the mix at the and be lopped at necessary splices, or hooked at discontinuous ends. Lup building code for lateral design loads until permanent restraints have been 1.1.o. First floor (slab on =I 00 0 Inspect all subsoil exposed during stripping, site grading, and excavation 1. All building pad preparation shall follow the recommendations of the geatechnical project site will not be permitted. All water must be added at the batch plant, installed. Temporary bracing is the sole responsibility of the contractor. 1.2. Upper Floor grade) 00 psf report r(uno). The structure or its modifications are designed to be self and stable Slump may be adjusted only through the use of additional water reducing The contractor is responsible for oil costa associated with repairs resulting =I psf specification requirements; 19. Provide additional reinforcing at the sides and comers of all openings in admixture or high range water reducing admixture. from improper or insufficient bracing. B. Roof loads a Inspect foundation bearing surfaces. concrete in accordance with the typical details. Minimum additional requirements 2. Foundation design is based upon helical piles. insure the safety of the construction personnel, public, building and its a Field verify assumed bearing pressure and coordinate with Geotechnical 1.1. Minimum roof live load by code = 20 component ports, and adjacent buildings and properties. This includes the engineer. 8. All concrete shall be placed without horizontal construction joints, except where 14. ML%01kWB_QU$_S_tea I J1utd_Sghpdik addition of whatever temporary or permanent shoring, bracing, underpinning, etc. 0 Add borings as needed. GC to submit helical pile design for review. See psf 3. All trees, brush, roots, topsoil, rubble, organically contaminated or otherwise specifically noted. Horizontal reinforcement shall be continuous through vertical that may be necessary to brace new construction, adjacent buildings, existing sheet s4.0 for helical pile cup service load. GC to coordinate helical pile 2. Design wind loads (2)-#5 each face in walls objectionable materials encountered are to be removed from structural areas of locations with utilities. construction joints. (2)-#5 x 4'-0" long diagonally each corner of opening A. For masonry walls 8" or thicker or masonry veneer and steel studs - gravity, construction loads, etc. and that no horizontal or vertical settlement or the site per the geotechnical report. any damage occurs to the adjacent existing structures. Temporary supports shall A. Basic wind speed (3 second gust) = 100 mph 4. Subgrade sectors which will exist in cut and those which are to support fill 9. Construction joint locations other than shown on the drawings are permitted subject to prior approval of the engineer. Expansion joint and control joint the drawings and are based upon the information from the geatechnical report - For openings up to 4'-0" use 3-1/20-1/2x5/16 angle. 2.1. Exposure 2.2. Importance C installed. Design of these supports shall be by a registered engineer registered in structures are to be proof rolled. Areas exhibiting instability are to be undercut locations are mandatory as shown. Contractor shall submit drawings showing - For openings from 4'-0" to 5'-0' use 4x3 -1/2x5/16 LLV. - For openings from 5'-0" to 6-V use 5x3 -1/2x5/16 LLV. factor (1w) 1.0 21. and back filled on a lift -by -lift basis with each lift carefully compacted. intended placing sequences and location of construction joints to the engineer 2. Fall protection support from perimeter columns shall be provided in accordance B. Main wind -primary frame size and spacing as horizontal reinforcing. Dowels shall have a class "b" lap with horizontal in 5. If unstable subgrade sectors cannot be stabilized by excavation and with OSHA requirements as required. Such material shall remain the contractor's for approval. At poured in place walls, construction joints shall be located so as to provide a 60'-0" maximum hor izontal length of concrete placement in any B. Use one angle for each 4" w he of masonry. A Iniffig-r2me En property after completion of the project. of footing elevation to assure proper foundation bearing. The contractor shall recompaction, then crushed stone or similar course aggregate materials shall be rolled into the subgrade until a firm subgrade reaction is achieved. direction. C. All lintels shall have a bearing at each end of 1 inch per foot of opening 1. 0-15' 15.4 psf -d -29M 23.3 psf 10. All exposed edges of concrete members shall be chamfered 3/4" unless shown base bid. If top of footing elevations need to vary for final site conditions then with a minimum of 6'. 2. 20' 16.4 psf 24.8 psf 6. The geotechnical engineer shall determine on site or off site imported material otherwise on architectural drawings. 3. 25' 17.2 psf 26.0 psf Top Bars Other Bars that can be used for engineered fill. All fill material shall be approved by the sequence that are based on accepted industry standards that recognize the D. All lintels on the building exterior shall be galvanized. 4. 30' 17�8 psf 26.9 psf geatechnical engineer. 11. See architectural drawings for concrete finishes, masonry anchors, and for 15. Quality Assurance distress, unanticipated movements or irregular load paths as a result of the 6. Inundation and long term exposure of bearing surfaces, which will result in #4 37" 29" #4 29" 22" miscellaneous embedded plates, bolts, anchors, angles, etc. construction means and methods employed, C. Components and Cladding Wind Loads (PSF) for Walls #5 47" 36" #5 36" 28" 7. The proposed engineered fill materials are to be placed in lifts not exceeding eight (8) inches in loose measured thickness. Each lift is to be compacted as 12. The Dlacement of sleeves outlet boxes box -outs anchors etc for the immediately following footing excavations and bearing surface inspection. An independent testing laboratory shall be retained to periodically inspect I P P 1 .1 and pe arm material testing of masonry materials and construction to follows: mechanical, electrical and plumbing trades is the responsibility of the trade conform with the building code and the following: involved; however, any box -outs not covered by typical details in A. Slab on grade: Minimum of 95% maximum density by ASTM D698. the structural drawings shall be submitted for approval. MWID2um-Ioatis qnd Submi B. Footings bearing on fill: A minimum of 98% maximum density by ASTM D698. 13. Reinforcing bars shall conform to ASTM A615, grade 60. No tack welding of Certificates for materials used in masonry construction indicuting 8. The earthwork program should be conducted under the supervision of a soils reinforcing in the field will be permitted. compliance with the contract documents. testing laboratory. The in-place densities achieved are to be verified by tests. 14. Welded wire fabric reinforcing shall conform to ASTM A185 and be furnished in Verification of specified masonry compressive strength (fm) in accordance with flat sheets and installed on chairs. specification article 1.4b specification for masonry structures r,v;,Q+Inn 17nig r1A+Ar%n 15. ire bar sunnort,-q shall be furnished for all rp-infnirt-In wi+hin oinho Inel"ohip f (ACI 530.1/ASCE 6/TMS 602) prior to construction, except where specifically not overstressed. 4. All pipe sleeve openings through concrete slabs shall be formed with standard steel pipe, 10. Place reinforcing bars before grouting. 10. Existing mechanical and electrical equipment shall be protected from damage C� 7 resulting from demolition. 5. No electrical conduit shall be placed above the welded wire fabric or top 11. Properly secure reinforcing bars to maintain the positions indicated on the IN reinforcing of slabs. drawings. Burs to be located in center of cells unless otherwise noted. 'S D. Components and cladding: use the most stringent wind load obtained from LJ I W wire welded fabric. Bottom bars in slabs on grade may be supported by other exempted by the building code requirements for masonry structures code, underwriter criteria (Factory Mutuul, etc.), and the project 1. Foundation design is based upon an helical pile foundation construction. A suitable supports. Reinforcing shall be properly positioned prior to concrete (ACI 530/ASCE 5/TMS 402). specifications, Cladding manufacturer shall consider increased pressure Geotechnical engineer shall be retained by the owner to field verlify that the placement and may not be re -positioned once concrete operations have begun. coefficients at building perimeter, comers, eaves, and rakes. Loads noted existing soils yield an allowable bearing pressure equal to or greater than the Wire bar and other types of supports shall be in accordance with the concrete See Special Inspection section for Level 1 required inspections. in general notes are obtained from code. assumed value. The structural engineer shall be notified immediately if any reinforcing steel institute manual of standard practice. discrepancies are discovered between field conditions and those presented herein. E. Roof uplift 16. Reinforcement shall be continuous through all construction joints unless otherwise 2. A soils testing laboratory shall be retained by the owner to provide construction noted on drawings. Typical bay gross 30 psf net 25 psf review to insure conformance with the construction documents during the Perimeter bay (18' wide) gross 40 psf net 35 psf excavation, back fill, and foundation phases of the project, 17, All hooks shown on drawings shall be standard hooks unless otherwise noted. Corner bay (18' x 18' wide) gross 48 psf net 43 psf 3. It shall be the responsibility of the soils testing laboratory to: 18. Where continuous bars are called for, they shall run continuously around corners 0 Determine topsoil and excavation stripping depth, and be lopped at necessary splices, or hooked at discontinuous ends. Lup 0 Inspect all subsoil exposed during stripping, site grading, and excavation lengths shall be as given in the splice and development table. Lap beam top 'supporting operations; bars at mid -span and beam bottom bars at supports, unless otherwise noted. 1. The structure or its modifications are designed to be self and stable Approve fill materials, perform density tests of fills to insure placement per after the building or its modifications are fully completed. It is solely the specification requirements; 19. Provide additional reinforcing at the sides and comers of all openings in contractor's responsibility to determine erection procedure and sequence and a Inspect foundation bearing surfaces. concrete in accordance with the typical details. Minimum additional requirements insure the safety of the construction personnel, public, building and its a Field verify assumed bearing pressure and coordinate with Geotechnical are as follows. component ports, and adjacent buildings and properties. This includes the engineer. addition of whatever temporary or permanent shoring, bracing, underpinning, etc. 0 Add borings as needed. GC to submit helical pile design for review. See (2)-#5 top and bottom in slabs that may be necessary to brace new construction, adjacent buildings, existing sheet s4.0 for helical pile cup service load. GC to coordinate helical pile (2)-#5 each face in walls walls, and framing to remain so that the structure is braced for wind, seismic, locations with utilities. (2)-#5 x 4'-0" long diagonally each corner of opening gravity, construction loads, etc. and that no horizontal or vertical settlement or any damage occurs to the adjacent existing structures. Temporary supports shall 4. Top of footing elevations, footing steps and thickness of footings are shown on 20. Extend bars a minimum of 2'-0" beyond openings, hook where extension is not be maintained in place until permanent supports and/or shoring and bracing are the drawings and are based upon the information from the geatechnical report possible. installed. Design of these supports shall be by a registered engineer registered in and the civil drawings available at the tirne of design. The top and bottom of the state where the project is located in the employ of the contractor. footing may vary depending on the conditions encountered at the site. Frost 21. In reinforced concrete walls and trench footings provide comer dowels of same 2. Fall protection support from perimeter columns shall be provided in accordance depth shall be maintained and coordinated with final grading and location of footing steps. If proper foundation bearing is found to be deeper than that size and spacing as horizontal reinforcing. Dowels shall have a class "b" lap with horizontal in with OSHA requirements as required. Such material shall remain the contractor's shown on the drawings then foundations shall be thickened maintaining the top reinforcing each direction. property after completion of the project. of footing elevation to assure proper foundation bearing. The contractor shall submit unit prices for such work and shall qualify the extent of work in the 3. It is the contractors responsibility to enforce all applicable safety codes and base bid. If top of footing elevations need to vary for final site conditions then 1. 3000 psi normal weight concrete, Fy=grade 60,non-couted bars regulations during all phases of construction. the general contractor shall coordinate the effort of other trades. 4. The contractor shall perform all construction for the project in a manner and 5. Step footings, where required, at a ratio of one (1) vertical to two (2) horizontal Top Bars Other Bars sequence that are based on accepted industry standards that recognize the with a maximum vertical step of 2* -0" unless noted otherwise. Bar size Lap Anchorage Bar Size Lap Anchorage interaction of the components that comprise the structure, without causing #3 28" 22" #3 22" 17" distress, unanticipated movements or irregular load paths as a result of the 6. Inundation and long term exposure of bearing surfaces, which will result in #4 37" 29" #4 29" 22" construction means and methods employed, deterioration of bearing formations, shall be prevented. Footings shall be placed #5 47" 36" #5 36" 28" 5. Construction loads shall not exceed design live loads. The contractor shall be immediately following footing excavations and bearing surface inspection. #6 56" 43" #6 43" 33" responsible for all design required to support construction equipment used in 7. Back filling against basement walls shall not be permitted until the supporting #7 Bl" 63" #7 63" 48 constructing this project. Shoring and reshoring is the responsibility of the floors are in place and are able to resist the imposed lateral forces except for contractor. cantilever retaining walls or unless noted otherwise on drawings, the walls 2. 4000 psi normal weight concrete, Fy=grade 60, non -coated bars 6. Principal openings through the framing are shown on these drawings. The general are supported by the floor above and below. Proper temporary bracing may be used in lieu of the floor support based upon the design by a Top Burs Other Bars contractor shall examine the structural and mechanical drawings for the required professional engineer. The design of temporary bracing is the total responsibility of the openings and shall verify size and location of all openings with the mechanical contractor. Bar Size Lap Anchorage Bar Size Lap Anchorage contractor. Providing all openings required by the mechanical, electrical, plumbing, #3 24" 190 #3 19" 15" or other trades shall be a part of the general contract, whether or not shown in 8. All fill materials shall be free of organic contaminations and other deleterious #4 33" 25" #4 25" 19" the structural drawings. Any deviation from the openings shown on the structural matter. #5 41" 3199 #5 31" 24" drawings shall be brought to the engineer's attention for review. #6 49" 37" #6 37" 29" 9. For back fill against basement walls, retaining walls, etc., place in 8" thick #7 71" 54" #7 54" 42?9 7. All contractors are required to examine the drawings and specifications carefully, layers, with each lift compacted at near optimum moisture content, until a visit the site and fully inform themselves as to all existing conditions and minimum in place density of 95% of the maximum density as determined by 3. When lopping two different size bars, use the lap dimension of the smaller limitations, prior to ugreeing to perform the work. Failure to visit the site and ASTM D698 is achieved. bar or the anchorage dimension of the larger bar. Use whichever dimension familiarize themselves with the existing conditions and limitations will in no way is larger. relieve the contractor from furnishing any rMaterials or performing any work in 10. All soil surrounding and under footings shall be protected from frost action and accordance with drawings and specifications without additional cost to the owner. freezing during the course of construction, Minimum Qp_a=tg__Qgver for Reinforcing 8. The existing conditions shown on these documents were based upon existing 11. Notify structural engineer of any unusual soil conditions. 1. Concrete reinforcing shall be placed per the tolerances of ACI 117 and drawings prepared by Parisian Store Planning dated 10-24-94. The contractor is ACI 318 regarding minimum cover. responsible for field verifying all existing conditions; any discrepancies are to be immediately reported to the engineer and architect prior to proceeding with any _Q=Eete 2. LQgnf1= Minimum-C-QYer of the work in question. 1. All concrete construction shall conform to ACI 301, "Specifications for Structural 9. Details labeled 'Typical Details" on drawings apply to situations occurring on the Concrete" and ACI 302, 305 and 306 unless noted otherwise for the year 0 Footings and grade beams cast against 3" and permanently exposed to earth project that are the same or similar to those specifically detailed. Such details referenced in the building code noted. apply whether or not details are referenced at each location. Notify engineer of clarifications regarding applicability of 'Typical Details". 2. All detailing, fabrication and placing of reinforcing bars, unless otherwise noted, 0 Slabs on grade (W.W.F.) 1/3 slab thickness shall conform to ACI 318, "Building Code Requirements for Structural Concrete" from top of slub 10. Work these drawings with architectural, mechanical, and electrical drawings. ACI 117, and the latest ACI detailing manual. 0 Interior slabs and stairs 3/4" 0 Exterior slabs and stairs: #5 and smaller 1 1/2- 11. Do not scale drawings. 3- Concrete Types Schedule #6 and larger 219 a Walls interior face: 3/4" 12. Any discrepancies between structural and architectural drawings shall be brought Type of Concrete Minimum Maximum Water Specified Speaffied Sli Air Maximum 10 Walls exterior face: #5 and smaller 1 1/2- to the attention of the architect and structural engineer. ComenUtious Cement Ratio 29 -day Content Compressive Slum Range for Fumen Content Range Size Aggregate #6 and larger 2#v 13. Should any of the general notes conflict with any details or instructions on Stmillgith lb./cu.yd, psi (with W.R.) Inches X by volume Inches Columns and piers (vert. reinf.) 2" Column and pier ties 1 1/2 - - plans, or in the specifications, the strictest provision shall govern. - Spread Footings 470 0.60 3000 5 0-3 11 14. Shop drawings and submittals: Entrapped 3. Maximum deviation from the above requirements shall be ±J inch for 0 Interior Concrete 564 0.48 4000 3-5 0 3 1 sections 10 inches thick or less; and ±J inch for sections over 10 A. These drawings shall be checked and coordinated with other materials and 0 Grade Beams Entrapped inches thick. See ACI 318-95, section 7.7.1 for conditions not listed. contracts by the general contractor and shop drawings and submittals shall Pile Caps bear the contractor's review stamp with the checker's initials before being submitted to the architect for approval. Concrete Permanently Exposed to the Weather 564 0.45 4500 5-6 B. When the fabricator has been authorized to use the architect and engineer's or Vulnerable to De-icers ±1.5% 1. All masonry shall conform to Building Code Requirements for Masonry drawings as erection drawings, the fabricator must remove all title blocks, or Freeze Thaw Cycles Structures" (ACI 530/ASCE 5/TMS 402) and "Specifications for Masonry professional seals and any other references to the architect and engineer a Exterior Slabs L= Structures" (ACI 530.1/ASCE 6/TMS 602) for the year referenced in the fromthat erection drawing. The fabricator's name and title shall be placed on the erection drawings. Notes; A. All cement shall be Type I or Type III Portland Cement per ASTM C150. building code noted. Types IA and IP are not acceptable. Use one brand of cement throughout project. 2. All brick and concrete masonry and construction shall comply with the C. Where dimensions and elevations of existing construction could affect the B. Minimum cementitious content shall consist of 100% recommendations of Brick Institute of America (BIA) and the National new construction, it is the contractor's responsibility to make field cement or a combination of cement and flyush per Note C. Concrete Masonry Association (NCMA) and minimum requirements established measurements in time for their incorporation in the shop drawings. C. Flyash is permitted and shall conform to ASTM C61 8 Type C or F, but shall by noted building codes. not exceed 20% of cementitious content by weight indicated above on a substitution basis and shall be included in the water -to -cement ratio. If 3. Grout to fill cores shall be ASTM C476, coarse grout (3/8" maximum flyash is used, the mix design submittals shall have tests using the same aggregate) with a minimum compressive strength of 2500 psi in 28 days. 1 . The structural drawings are intended to show only the general existing building amount of flyush. The contractor's schedule shall account for the use of construction within the area of demolition. the drawings do not show all framing flyash. 4. Concrete masonry units (CMU) shall be medium weight.units conforming members, incidental framing, walls, quantities, sizes, obstructions, etc., and are D. Ground granulated blast furnace slag (GGBFS) is not permitted. to ASTM C90. not intended to be used by the contractor to define the complete scope of E. Concrete used for floors shall have 1800 psi, 3 day strength. Mixes to demolition. The contractor must field verify the actual building conditions to define all elements within the scope of demolition. be pumped shall be so identified on the mix design submittal. All pumped ASTM C270 Type "S" mortar with u minimum compressive strength of 1800 psi mixes shall have a mid-range or high -range water reducer. shall be used for all masonry. Masonry shall have a minimum compressive 2. The extent of work shown shall include removal and disposal, off site, of the F. All admixtures other than superplasticizers shall be added at the strength (f'm)=1500 psi unless rioted otherwise. building structure, foundations and supporting walls and slabs on grade. batch plant, Superplusticizers, designed for addition to the mix at the plant, may be added at the batch plant with verificati from the 5. When structural reinforcement is incorporated in masonry cement mortar, 3. Conform to all applicable codes for demolition of structures, safety of adjacent structural engineer and verifications that the water -to -cement ratio the maximum air content shall be 18%. structures, dust control, run-off control, disposal and all items necessary to 'the has not been exceeded. Superplasticizers added at the site shall be sent in pre -measured containers from the batch plant. 6. Reinforcing bars shall conform to ASTM A615, 60. complete work. G. All concrete used for cast -in-place concrete slabs shall contain the grade 4. A steel framing member shall be disassembled only after the load supported by specified water reducing or water reducing/retarding admixture. All concrete 7. All masonry units shall have galvanized horizontal joint reinforcement as that member has been redistributed or removed. slabs, placed at air temperature below 50*F shall contain the specified follows: non -corrosive, non -chloride accelerator. All concrete placed at air 5. Steel framing shall be disassembled in a manner which does not deform or temperature above 80' shall contain specified water- reducing/reto rd er A. 9 Go. side and cross rods (ladder type) spaced 16" o.c. vertically apply loads to the existing framing to remain. admixture. All concrete required to be air -entrained shall contain an approved air -entraining admixture. All pumped concrete shall contain the 8. Lap joint reinforcing as shown in the table below. 6. The existing structure to remain is to be shored as required until the supporting specified high -range water -reducing admixture. Concrete with a elements are installed as shown on the drawing. water -cement ratio above 0.40 to 0.60 shall contain the specified water Wirpjoint Ro nforcina --Lenath reducer. W1.1 (11 6" 7. Existing slabs shall be saw cut in a manner that does not cause the steel H. All concrete requiting a high slump for placement (i.e. pumping, drilled W1.7 (9 go.) 7" framing supporting the slab to be cut. piers, etc.) shall contain mid-range and high -range superplasticizer. W2.1 (8 go.) 80 Increased slump may not be achieved by exceeding the specified maximum W2.8 (3/16 wire) 8. Existing slabs shall be core drilled at reentrant comers of new floor openings to water cement ratio. Maximum slump is 8 inches with use of water reducing W4.9 (1/4 wire) 12" prevent over cutting. admixture (ASTM C494). 1. Calcium chloride shall not be permitted nor shall any admixture 9. All cores with reinforcement shall be filled solid with grout. All grout 9. The demolished structure shall be reduced to pieces of a weight, and transported containing calcium chloride be permitted. shall be consolidated in place by vibration to insure complete filling of across the remaining structure in a manner, such that the remaining structure is cells. not overstressed. 4. All pipe sleeve openings through concrete slabs shall be formed with standard steel pipe, 10. Place reinforcing bars before grouting. 10. Existing mechanical and electrical equipment shall be protected from damage C� 7 resulting from demolition. 5. No electrical conduit shall be placed above the welded wire fabric or top 11. Properly secure reinforcing bars to maintain the positions indicated on the IN reinforcing of slabs. drawings. Burs to be located in center of cells unless otherwise noted. 'S I------------------- I GENERAL NOTES (cont.) utost" a aur A.U.-------- ANCHOR BOLTS ADD'L. ------ ADDITIONAL AFF---�--�---- ABOVE FINISH FLOOR ARCH .------- ARCHITECTURAL BoR---------- BASE PLATE BLDG. ------ BUILDING ULaK- ------ BLOCK BM. -- BEAM OOT. - - - - - - - BOTTOM BRDG. -- --- BRiDGING DRG. - - - - --- BEARING BTJ ----- BOLTED TIE JOIST CANT'L.------�-- CANTiLEVER C.I.P. - - - - -- CAST -IN-PLACE C.J.-------- CONTROL JOINT ------ -- CENTERLINE CLR. --- -- CLEAR CMU - - - - - - - CONCRETE MASONRY UNIT COL .------- COLUMN CONE. - - - - - CONCRETE CONSTR. ----- CONSTRUCTION CONT. ------ CONTINUOUS C.Y'.-------- CUBIC YARD DET- -- - [DETAIL DIAD- - -- - DIAGONAL 0 or DIA. ----DIAMETER DJ -------- DOUBLE JOIST DK. -------- DECK D.L. --- -- - DEAD LOAD DWG. - - - - - - - DRAWING D LS ------ DOWELS EA. - --- EACH E.F.- - - - - - - EACH FACE E.J.-------- EXPANSION JOINT EL. R- ------ ELEVATION ELEV.- - - - - - - ELEVATOR E.S.-------- EACH SIDE EQ. -------- EQUAL EQUIP. ------ EQUIPMENT E.W.--_..---- EACH WAY EXP. - - - - - - - EXPANSION (E) or EXIST. �� EXIT PING EXT. -------- EXTERIOR F/BLDG, ----- FACE OF BUILDING F/CONC. ----- FACE OF CONCRETE F.D.-------- FLOOR DRAIN FIN. -------- FINISH FLG.®------- FLANGE FLR.----�-----_ FLOOR F.S.- - - - - - - FAR SIDE OR FOOTING S'T'EP FT. -------- FEET FTG .-------- FOOTING GA. -------- GAUGE G.B.-------- GRADE BEAM G.C.-------- GENERAL CONTRACTOR GALV.- - - - - - - GALVANIZED HWD.- - - - - - - HEADED HORIZ. ------ HORIZONTAL I.F.-------- INSIDE FACE INT. ------ --- INTERIOR J/B--------® JOIST BEARING JST.-------- JOIST JT. -------- JOINT k --------- KIP LG. --------LONG L.L.-------- LIVE LOAD �Lj------- LONG LEG HORIZONTAL L - - - - - - - LONG LEG VERTICAL LW ---------- LONG WAY MAS .- - - - - - - MASONRY MC --------w MOMENT CONNECTION MECH. ------ MECHANICAL MFR. - - - - - - - MANUFACTURER MTL-------- METAL N) -------- NEW NIC) - - - - - - - NOT IN CONTRACT N.S.®®-®o--- NEAR SIDE NTS --------- NOT TO SCALE O.C.-------- ON CENTER O.F,-------- OUTSIDE FACE 0/0 - - - - - - - OUT TO OUT OPP. - - - - OPPOSITE PC -------- PRECAST CONCRETE It --------- PLATE PLCS.-------- PLACES P.S.F.------- POUNDS/SQUARE FOOT P.S.I.- - - - - - - POUNDS/SQUARE INCH RAD. --------- RADIUS R.D.- - - - - - - ROOT" DRAIN REINF. ------ REINFORCING REQ -D. ------ REQUIRED RET. - - - - - - - RETAINING SECT. - - - - - - - SECTION SIM. - - - - - - - SIMILAR TO S.O.G.- --------- SLAM ON GRADE SPA. --- SPACES SQ. -------- SQUARE STIFF. ------ STIFFENER STL. ------ STEEL STRUCT. ----- STRUCTURAL SW -------- SHORT WAY SYM. ------ SYMMETRICAL T/ --------- TOP OF TYP.- - - - - - - TYPICAL UNO- - - - - - - UNLESS NOTED OTHERWISE VERT. - - - - - - - VERTICAL W.P.- - - - - - - WORK POINT W.W.F.-------- WELDED WIRE FABRIC W/ -------- WITH thcturf to 6 etas 'oh ick 1. Detailing, fabrication, and erection shall conform to the latest RISC 1. All metal floor decking shall comply with the provisions of the latest edition of •• specifications. the Steel Deck Institute "Design Manual for Composite Decks, Form Decks, Roof � - 0.J Decks and Cellular Metal :Floor Teck with Electrical Distribution." I M1 .;. if i ;� * '.. Structural Steel.(W shapes,Plate Girders) M A992 (Fy�50ksi) 00% 4 [L . (, S, C shapes) ASTM A36 uno 2. Metal form deck shall be black high strength steel. Deck shall be puddle welded a Fi � h r�" wr�ixd I � (Plate, Angles) ASTM A36 uno at all steel supports as follows. HSS; (tubular shapes) ASTM A500 grade D (Fy-46ksi) A. Provide puddle welds at all steel supports using 16 ga. welding washers with (round shapes) ASTM A500 grade B (Fy=42ksi) 0 hole for metal farm deck ,24 ga. and thinner. Provide 81"o puddle welds for metal form deck 22 ga. and thicker. Pipe Sections: ASTM A53, type E or S, ;grade B (Fym3 ksi) a. All puddle welds shall be spaced 0 10" o.c. max. (30/4 pattern). b. Weld at all lops or edges of panels. All anchor rods shall be ASTM F1554 grade 36, uno. c. Welds to be made following AWS D1.3 specifications by qualified III welding operators. All structural steel shall be primed white or light gray, asphaltic paints d. All deck end , laps shall be a minimum of 2". are not acceptable. D. For metal form deck supported by cold form framing attach with #10 TEK screws at 6" O.C. All column base plates shall have a minimum of four anchor rods. 3. Provide metal pour stop at all edges of concrete construction (including floor 2. Connections shown on these drawings are generally schematic. The are g g Y Y openings) .except where edge angle is detailed. Pour stop shall be of gage as intended to define the spatial relationship of the framed members and show recommended by manufacturer for specific conditions with a minimum of 20 ga. a feasible method of making the connection. Any connection that is not shown or is not completely detailed on the structural drawings shall be Attach to deck with X10 TEK screws 0 2'®0" o.c. where not continuously designed by a registered professional engineer, retained by the fabricator. supported. Details and connections may be designed to conform to AISC Steel Construction Manual thirteenth edition. Completely detailed means the following information Is 9 f yin shown on the shop 'detail drawings. 1. All metal roof decking shall comply with the provisions of the steel deck j A. All plate dimensions and grade. institute "Design Manual for Composite Decks, Form Decks, Roof Decks and B. All weld sizes, lengths, pitches and returns. Cellular Metal Floor Deck with Electrical Distribution" and underwriter C. All hale sues and spacings. requirements (Factory Mutual, etc.). D. Number and type of bolts: where bolts are shown but no number is given, the connection has not been completely detailed. 2. Deck and accessories shall be cleaned and given a phosphate treatment E. Where partial information is given, it shall be the minimum requirement for and ®_shop prune coat of white or light _gray rust inhibitive paint. connection. F. Method of design. 3. Deck and accessories that are to receive spray fireproofing shall be galvanized. 3. Details and connections completely detailed in the contract drawings may not be altered without written approval. by the engineer. Where approved, 4. No light gage framing, mechanical, electrical or other equipment shall be altered connections shall be completely detailed by the fabricator's suspended from or attached to any metal roof deck. I engineer clearly on the shop drawings. 5. See plans for deck attachment. 4. Alterations of schematic connection details may impact architectural concept and shall not be made without prier written approval of the engineer. 1. The design, installation and construction of cold -formed carbon or 5. Minimum connection plate thickness shall be 3/6", unless otherwise low -alloy steel, structural and nonstructural steel framing, shall be in indicated in the contract drawings, accordance with "The Standard for Cold -Formed Steel Framing -General Provisions, American Iron and Steel Institute" (AISI-vgeneral) and AISI-NASPEC. 1 6. Unless otherwise noted, beam to beam connections and beam to column jconnections shall be double angle (t®5/16'°) framed beam connections shop 2. Design of metal stud framing shown is based on CSJ type (1 5/8" flange) welded per Table 10, RISC manual (thirteenth edition) for using weld A, and steads with Dietrich Industries section properties and allowable resisting using 3/4" diameter ASTM 325-n bolts in standard or horizontally slotted holes moment capacity. Alternate manufacturer's framing size shall meet the for the field connection. minimum section properties and allowable resisting moment capacity of the members indicated on the design drawings. Additional costs for an increase The minimum length of connection angles shall be equal to one-half the depth in stud size or gage is prohibited. of the member to be supported. 3. All framing members 16 ga. and heavier shall be formed from steel with a 7. All bolts shall be considered bearing bolts. Do not over tighten bearing bolts, minimum yield strength of 50 ksi. All other framing shall be formed from especially for beams to support concrete slabs. Tighten bearing bolts to a snug steel with a minimum yield strength of 33 ksi. condition only, per AISC specifications. 4. All framing shall be galvanized. Id. Unless otherwise noted, all connections at HSS sections shall be designed and detailed in accordance with the AISC "Hollow Structural Sections Connection 5. All connections shall be screwed or welded. Powder driven fasteners are Manual," first edition. not acceptable for any structural applications. 9. All welding shall be done casing E-70xx electrodes in accordance with the 6. Member web openings shall be positioned a minimum of 10°° from latest AWS specifications. connections. 10. Work these drawings with architectural drawings for nailer holes and 7. All welds shall be touched up with zinc -rich paint. architectural clearances. 6. Contractor shall submit fabrication and erection shop drawings to the 11. General contractor shall verify all structural beam locations, mechanical unit engineer for review for all cold formed metal framing components and weights and opening sizes and locations with mechanical contractor and connections indicated on the contract drawings. Any deviation from this vendor's drawings for actual mechanical unit purchased. design shall be approved by the architect/engineer and additional review costs shall be the responsibility of the contractor. For all framing 12. Splicing of structural members where not detailed on the drawings is components and connections not specifically detailed on the structural prohibited without prior approval of the structural engineer. drawings including trusses, headers, jambs, etc. submit shop drawings and calculations stamped by an engineer registered in the state the project is 13. Screed plates, pour stops and slab supports at slab openings, at slab edges located. and supports for metal deck around columns shall be furnished by the contractor as required to complete the work. 9. At wall locations where multiple studs are required to support vertical loads, a continuous load path shall be provided to support those loads 14. Cuts, holes, coping, etc. required for work of other trades shall be shown through the structure inclusive of the floor system to the foundations. on the shop drawings and made in the shop. Cuts or burning of holes in This may be accomplished through the use of beams, headers, blocking, structural steel members in the field will not be permitted, unless specifically stiffeners or other appropriate means based on location and detailing approved in each case by the structural engineer. considerations. 15. All HSS shapes (round, square, rectangular, etc.) are to have a 1/4" cap plate 10. OSB or plywood sheathing shall be attached to light gage framing with #10 at all exposed ends. Cap plates to be seal welded all around, uno. Provide TEK screws at 6" o.c. (uno). The screws shall be of sufficient length to 3/8"0 weep holes in the center of the plate. penetrate through the cold -formed steel framing member by at least three exposed threads. All screws shall be hot dipped galvanized per ASTM A153 16. All weld sizes not shown in details herein shall be the minimum required size when sheathing is pressure treated or fire retardant treated. based on thickness of thicker part as per AISC thirteenth edition, tables J2.3 J2.4. exception. at member splices welds or bolts shall develop full strength 11. All sheathing shall be APA rated sheathing. of the member or components being connected. �9 Ctl®nS 17. All around welds indicated herein shall be discontinuous at the flange tips of open sections. 1. Special inspection is to be provided in addition to the inspections 16. All structural steel, including base plates and tops of anchor bolts, to be conducted by the department of building safety and shall not be construed exposed to soil are to be coated with an approved coal tar epoxy, 16 mils to relieve the owner or his authorized agent from requesting the periodic thickness. and called inspections required by the building code. Special inspection minimum shall be paid by the owner. 19. Any alteration made by the detailer on the structural steal shop drawings to 2. In addition to the regular inspections, the following items will also require special schematic or completely detailed connections shown on the contract drawings inspection in accordance with the building code. must be clearly identified by clouding or by direct note on the shop drawing by the detailer prior to submission to the engineer. A. Soils compliance prior to foundation inspection (compacting fill, special 20. Any member sizes shown on the plans, and currently listed in the AiSC Steel grading) Construction Manual, latest edition, which are not currently available must be B. Structural steel fabrication brought to the architect and structural engineers attention prior to award of steel C. Field welding contract. No claim for additional cost will be accepted after the award, for D. High strength bolts member/built up member substitutions for these sizes. E. Structural masonry 21. All 4x4x/16 angles required for roof units and roof openings over 12"02" 3. Special inspector shall meet the qualifications as stated in the building code and to be supplied by structural steel fabricator and be coordinated by general shall perform the duties and responsibilities as outlined in the building code. contractor with the joist fabricator, mechanical drawings and mechanical equipment supplier. 22. Hot dip galvanize per ASTM AI23 after fabrication the following structural steel members. A. Shelf angles supporting masonry U. 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 Architecturally (uno). 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 AISC 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 paint. 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. 0 6. Primer coats shall be compatible and may be part of the architectural G paint system for architecturally exposed structural steel. Coordinate with architectural requirements. I o, W O utost" a aur A.U.-------- ANCHOR BOLTS ADD'L. ------ ADDITIONAL AFF---�--�---- ABOVE FINISH FLOOR ARCH .------- ARCHITECTURAL BoR---------- BASE PLATE BLDG. ------ BUILDING ULaK- ------ BLOCK BM. -- BEAM OOT. - - - - - - - BOTTOM BRDG. -- --- BRiDGING DRG. - - - - --- BEARING BTJ ----- BOLTED TIE JOIST CANT'L.------�-- CANTiLEVER C.I.P. - - - - -- CAST -IN-PLACE C.J.-------- CONTROL JOINT ------ -- CENTERLINE CLR. --- -- CLEAR CMU - - - - - - - CONCRETE MASONRY UNIT COL .------- COLUMN CONE. - - - - - CONCRETE CONSTR. ----- CONSTRUCTION CONT. ------ CONTINUOUS C.Y'.-------- CUBIC YARD DET- -- - [DETAIL DIAD- - -- - DIAGONAL 0 or DIA. ----DIAMETER DJ -------- DOUBLE JOIST DK. -------- DECK D.L. --- -- - DEAD LOAD DWG. - - - - - - - DRAWING D LS ------ DOWELS EA. - --- EACH E.F.- - - - - - - EACH FACE E.J.-------- EXPANSION JOINT EL. R- ------ ELEVATION ELEV.- - - - - - - ELEVATOR E.S.-------- EACH SIDE EQ. -------- EQUAL EQUIP. ------ EQUIPMENT E.W.--_..---- EACH WAY EXP. - - - - - - - EXPANSION (E) or EXIST. �� EXIT PING EXT. -------- EXTERIOR F/BLDG, ----- FACE OF BUILDING F/CONC. ----- FACE OF CONCRETE F.D.-------- FLOOR DRAIN FIN. -------- FINISH FLG.®------- FLANGE FLR.----�-----_ FLOOR F.S.- - - - - - - FAR SIDE OR FOOTING S'T'EP FT. -------- FEET FTG .-------- FOOTING GA. -------- GAUGE G.B.-------- GRADE BEAM G.C.-------- GENERAL CONTRACTOR GALV.- - - - - - - GALVANIZED HWD.- - - - - - - HEADED HORIZ. ------ HORIZONTAL I.F.-------- INSIDE FACE INT. ------ --- INTERIOR J/B--------® JOIST BEARING JST.-------- JOIST JT. -------- JOINT k --------- KIP LG. --------LONG L.L.-------- LIVE LOAD �Lj------- LONG LEG HORIZONTAL L - - - - - - - LONG LEG VERTICAL LW ---------- LONG WAY MAS .- - - - - - - MASONRY MC --------w MOMENT CONNECTION MECH. ------ MECHANICAL MFR. - - - - - - - MANUFACTURER MTL-------- METAL N) -------- NEW NIC) - - - - - - - NOT IN CONTRACT N.S.®®-®o--- NEAR SIDE NTS --------- NOT TO SCALE O.C.-------- ON CENTER O.F,-------- OUTSIDE FACE 0/0 - - - - - - - OUT TO OUT OPP. - - - - OPPOSITE PC -------- PRECAST CONCRETE It --------- PLATE PLCS.-------- PLACES P.S.F.------- POUNDS/SQUARE FOOT P.S.I.- - - - - - - POUNDS/SQUARE INCH RAD. --------- RADIUS R.D.- - - - - - - ROOT" DRAIN REINF. ------ REINFORCING REQ -D. ------ REQUIRED RET. - - - - - - - RETAINING SECT. - - - - - - - SECTION SIM. - - - - - - - SIMILAR TO S.O.G.- --------- SLAM ON GRADE SPA. --- SPACES SQ. -------- SQUARE STIFF. ------ STIFFENER STL. ------ STEEL STRUCT. ----- STRUCTURAL SW -------- SHORT WAY SYM. ------ SYMMETRICAL T/ --------- TOP OF TYP.- - - - - - - TYPICAL UNO- - - - - - - UNLESS NOTED OTHERWISE VERT. - - - - - - - VERTICAL W.P.- - - - - - - WORK POINT W.W.F.-------- WELDED WIRE FABRIC W/ -------- WITH ttl� ° r4 7 ip �. No. 47343 Z I •• -rx E or. ^ems-''S°.e . �.'`. Fti. • ,. ... ' ttl� LU Z I 0.J �.. ri „� �. M1 .;. if i ;� * �5 00% 4 [L 2 F Inl 0 Fi � h r�" wr�ixd I � de �'• 32t_O» ! 32'-O"± 32'—O"± 32'— 0 "t 32'—O"± � E (E) DECK TO BE REMOVE® f i i (E) BEAM T4 BE ®®® REMOVED (E) CONCRETE COLUMN (E) CONCRETE COLUMN ®� TO BE CUT i' -O*' ABOVE TO BE CUT l'-0" ABOVE TOR OF STEEL TCR OF STEEL A — L-1 REM® D. E AS EQ'D LINE OF BLDG. BELOW I (E) JOIST SUBSTITUTE TO BE REMOVED (E) 10" JOIST TO REMAIN. SHORE AS REWD I (E) OLUMN TO BE EM®VED. SH® E (E)STRUCTUR AS REQ'D 0 ROOF FRAMING TO REMAIN® TYP.® UNO �j I k • I I I I I I j l j j I I I I I I I I I I I I I I I I I I I I I I _- --- -- ®- I - ---- -- - I - - -- -- - I I ® C. B _®' P®�N �� I I L_ _ _ _-__ - -III _ -- --- -- - 1-----�-- - _ t I I I �I I C3I I I til III III �I I � zJII III III 1 I I I 1 1 > I I I I I 0 1 1 11 1 1 1 1 I I I I I I I I I l- I I �' III III III c;1 I I I cal I 1 III ®I I 0I I I I I I I I I I I I I I I I I L ®® __�I I I ®"�® C. B P -® _ _____- -__®_--_®L_ ®(U -N •)_ -J I L, __ -®® __ _� I L_ _� __ - -J I I--_----- ®® F-_ __ _ ®® ®_ - _-1 F-_ __ ___ __ ®-i _ter _ ���--mil®6 _ __ _ __ _� �- __ __ _-1 F- __ ®v -- _---_____ I I I I I I II II I I I I II I I I I I I 1 1 I I I I I I I I I I I I I III III 1 I 1 I B II �I I I I I I I�1 I I I 1 I 1 III �I I I1 II �I I .I I I I cel I I I I I I I I I I 0 I I I III I 0I I I I 0zI I I I I I I I I I I 01 I 11 II cel cel I I I 01 I I I I I I I 0 I I I �►I I I I I I �, � ;�I I I I �I I I I I -JL-- i -I I I l i®-�I I I SEE TYP. BEAM III I I I I I I I I 48" CONC. BM TYP. (UNO.) I MO ENT CONN. ON I I I I 1 I I I SHT S6« i I — -- — — - — — — -- --_ _ — _ — — - — -— — — — — x ®® I I I I I I II I I Iz 0,II I I 1.x2 III I I II I I :.... 1 10 11 I I I I I I I I I ILUI I I I 11 12xi 4.:' 'DESK aPAN'-. t 1 NC. B WI I I I I 0 I 1 1 1 zh sh C C« MI I ®11® I I I I I 12k`14.. 4�I I II I I I I CqIi MI I N I I t I I S6«0 2x.7.4 .: ...: .....:.:: 1 ..:.._ . z III I 1 :.:... W16? I I II �I I I I 3'10-_ .,: f�ACE5 - ...:; , 3 -0 1� 1 1 1 1 1 1 III III I I II 'I .,.:'i/ I _ — — — - — — 1I I I , CONCRETE FLOOR I F OOR I INF ILL III IIB I I I" 10x1 5«3 '—® 1 1 1 «t - �� ®®� I 0 0 I I I I OZ I I_ "CONC. IBM .I �U o«) ®I I P. I I I I I I 01 1 �' III III �I I I I I I I �I I I i III III II I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III III III I I I I III I III III I I -- -- -- L_ -- __._ -- _J L_ — —— __I �__ __ L—I_.— --A L_ __ ` _ _ _ _—I I-- -- —_�—__ _ --I �—._ _ _ I___---__ F-- - — — — — — — __ — — - — - — — — — — — - —_ - -- ---- — — -- — ------- 1I I I I I I I I I I I I I I I I I 1 1 I I I ', III III III III I III III III I I I I I I I I I I I I I I NEW FLOOR I I I I OPENING I I I I I I 1 I I FIELD VERIFYEXACT III IN ILL (E) oPNG III III III I III III I LOCATION�E I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I I I LJ I L- -- _- ®-1 I .L_ -- -- --I I L- -- - I ®_ __I I LI L_ _® -_ _� I I--m___-- - 1I I I I I t I I I I I I I I I I I I I I I I I I I I III III III III I III III I I 1 I I I I 0 1 I I I I I I I I I I I I I I I I I I I I I I I III III III 1 I 1 I 111 111 t11 I I I I I I I I - III I S i 1 i I � 1 9 III I I Ali 0 N 0 U X - I � W....w..l .a.J..G.,.._,.i»....W.:._i.Lr,._ , '... w......,.:.....�:�,«...l.n ,.a...4„d::...,.�...:-..,.L.,..�IW:..:..e..�...._ ,U 6 s �y iii 0 z No. 4 343 ,A 1=ns�^4 naq'y; "• STATE OF •` ?�' GORC]W<; �KVFRJP��7 0 UJ `qq EB: 0007857 j'rii�u'siJii��i������'�»>�� Expires: 2/28/13. Z m - Design and construction ".t. "" as Instruments of corgi are given In confidence and ft romin property of Harcohmsn Arohltects. The use of this design and these conatruotion documents for purpose* other then the specific project named heroin Is TOP stdo6y prohibited without cxproused written consent of tiarsdhmcn Architects, Incorporated. Date Issue GB -11 8"x36" (4) 6 01/30/2012 ISI® MIT ..— 3 18 O.C« GB- 22"06" (4) #6 (4) # 6 -i GB -3 20"06" (4) 6 (4) # 6 3 0 16" O.C. GRA�� _BF�IwES: PARTIAL EXISTING SECOND FLOOR FRAMING PLAN 3/328'-1 -0" —a� � � FLOOR CONSTRUCTION: 6" CONCRETE STRUCTURAL A& SLAB WITH ONE LAYER OF #4 0 12" O.C. E.W. TB« PROVIDE Id 10 MIL VAPOR BARRIER AND 4" LAYER OF GRANULAR FILL BELOW SLAB (UNO). - TOP OF SLAB ELEVATION a 0 73 DENOTES NEW FLOOR INFILL CONSTRUCTION-. 4®' DENOTES a NORMAL WEIGHT CONCRETE SLAB ON 3"x20GA. GALVANIZED - M AL DECK (7 TOTAL SLAB THICKNESS). REINFORCE WITH 6x6-W1.4xW1 «4 W.W.F. DECK IS DESIGNED FOR -SPAN p CONDITION. DECK MANUFACTURER SHALL VERIFY SPAN _ CONDITION AND INCREASE DECK GAUGE AS REQUIRED FOR 1 OR 2 SPAN CONDITIONS. ® TOP OF CONCRETE ELEVATION TO MATCH (E) FLOOR ELEVATION. - TOP OF STEEL ELEVATION BOTTOM OF FLOOR ELEVATION. I� BEAMS NOTED THUS ARE REFERENCED FROM TOP OF STEEL ELEVATION. - COORDINATE SIZE AND LOCATION OF ALL FLOOR OPENINGS AND ` EDGE OF SLAB LOCATIONS WITH ARCHITECTURAL, MECHANICAL ° AND ELECTRICAL DRAWINGS. - SEE SHEET S1.0 & SIA FOR GENERAL NOTES. - SEE SHEET S4.0 FOR TYPICAL DETAILS. SEE SHEET S6«0 FOR COLUMN SCHEDULE. - L -X DENOTES STEEL LINTELS® COORDINATE WITH STRUCTURAL D ARCHITECTURAL SECTIONS. SEE GENERAL NOTES ON SHEET S1.0 FOR MISC. LINTELS, Dawn By:TBA ® (E) DENOTES EXISTING CONSTRUCTION. Project No,: 15101.00 0 o 0 0 N *ti�A ,U z ,A 1=ns�^4 naq'y; 0 0 UJ `qq ��; w; SIZE REINFORCING Z m l% dv "" STIRRUPSMARK WIDTH x DEPTH BOTTOM TOP GB -11 8"x36" (4) 6 (4) 6 3 18 O.C« GB- 22"06" (4) #6 (4) # 6 #3 0 18 O.C. GB -3 20"06" (4) 6 (4) # 6 3 0 16" O.C. GRA�� _BF�IwES: 1 o BOTTOM REINFORCEMENT TO LAP AT CENTERLINE OF SUPPORTS AND TOP REINFORCEMENT TO LAP AT MIDDLE THIRD OF GRADE BEAM SPAN.a: 2« LAP SPLICES SEE GENERAL NOTES.0 0 0 3. TOP REINFORCEMENT TO EXTEND TO ENDS OF DISCONTINUOUS GRADE BEAMS AND HOOK 1'-0" MINIMUM. 4, PROVIDE CORNER BARS TOP AND BOTTOM TO MATCH SIZE AND QUANTITY OF GRADE BM REINFORCEMENT. 5« LOCATE CONSTRUCTION JOINTS IN MIDDLE THIRD OF SPAN. aim 0 o 0 0 N *ti�A ,U z ,A 1=ns�^4 naq'y; LL UJ `qq ��; w; Z m l% dv "" (N) CMU THICKNESS V.I.F. TO MATCH EXISTING CMU THICKNESS MASONRY BRICK TIES 71 SEE ARCH. (N) BRICK VENEER, SEE ARCH. (N) MASONRY INFILL (G.C., CMU COURSING Tn kAA-r/-Li cvicya&ui'% INFILLED /IS AT EXISTING LOCATION, SE HORIZ, RI 16" O.C. T/(E) FlP (E) FOOTING 19-3. 00MAnl rlhCr% iAMM Eli I Un N 7R 19-399 ,-T(L OF COL. & PILE CAP. (8) HOOKED T&B (5) #6 LONG WAY HOOKED T&B SCHEDULE 40 STEEL PIPE SLEEVE (MAX. OPG. DIAMETER IS NOT TO a to z EXCEED 0.25 OF DEPTH) SCHEDULE BEAM DEPTH OR 2" COMPRESSIBLE No. 47343 USE LARGER OF TWO FILLER 0 S-rATE OF z 0 GORDO ",�K& R CONT. BEAM TOP PE: 004734S///, PC -1 REINFORCEMENT BASE 0 0 Expires: 2/28113 z 0 0-0) 0 0 0 V** DesIgn and com �ccutnonte Muct4n PC -3 es Instruments of service are given V-011 25k In confidence and i4main the property z 39-090 of Herachmen Architects. The use (4) #6 1 CONT. BEAM BOT. of this design and these construction EA. FACE REINFORCEMENT documents for purposes other then TYP'. z the soadifia project named herein Is (1) #4 DIAD, EA. FACE LAP VAPOR strictly proWWted without expreaced OF BEAM. PLACE #408" 0 24" O.C. DRILL written consent of Herachman AS SHOWN INTO EXIST. SLAB AND VAPOR Architects, Incorporated. ALL OPENINGS ARE TO BE KEPT IN THE MIDDLE z THIRD OF THE CLEAR SPAN OF THE BEAM OR GIRDER, UNO ON STRUCTURAL PLANS. FILL EXISTING HIT HY150 ANCHORAGE 01/50/2012 IDPIT WITH GROUT SYSTEM (OR EQUAL) IF REQUIRED EXIST. MASONRY TYPICAL DETAILS AT MECHANICAL LINE PENETRATION a to z W >- Z 0 WWJ 0 CAP SCHEDULE Y5'O- OF COL. PILE CAP. ROUGHEN, CLEAN & APPLY BONDIN AGENT (E) CONCRETE BEAM/WALL 1-4 C, C (10) #6 E.W. HOOKED T&B y7'6- 29699 21-60 OF COL. & PILE CAP. #6 SHORT WAY HOOKED T&B (10) #6 LONG WAY HOOKED T&B WWJ 0 CAP SCHEDULE EXISTING SLAB No. 47343 MARK 0 S-rATE OF z 0 GORDO ",�K& R z PE: 004734S///, PC -1 EB. g007657 BASE 0 ZEE --7)x Expires: 2/28113 z 0 0-0) 0 0 0 V** DesIgn and com �ccutnonte Muct4n PC -3 es Instruments of service are given V-011 25k In confidence and i4main the property a: LU 39-090 of Herachmen Architects. The use 25k Lal BARRIER of this design and these construction 30-0" (SEE PLAN NOTES) documents for purposes other then z the soadifia project named herein Is SAND LAYER LAP VAPOR strictly proWWted without expreaced W #408" 0 24" O.C. DRILL written consent of Herachman INTO EXIST. SLAB AND VAPOR Architects, Incorporated. z GROUT SOLID USING HILTI Date Issue HIT HY150 ANCHORAGE 01/50/2012 IDPIT SYSTEM (OR EQUAL) 0 FOUNDATION, PIER, PILE CAP, ETC. U. HEAVY HEX NUT :WITH OVERSIZED WASHER. TACK WELD TO ROD, TYPICAL ANCHOR ROD DETAIL INFILL DETAIL (A36 ANCHOR RODS) * CONTRACTOR MAY USE LEVELING NUTS OR LEVELING PLATES AT CONTRACTORS OPTION. Tj- Cc ® AN INCREASE IN GROUT THICKNESS FOR LARGE BASE PLATES IS PERMISSABLE IF APPROVED BY THE ENGINEER. COORDINATION DUE TO INCREASE IN GROUT THICKNESS FOR OTHER TRADES IS THE RESPONSIBILITY OF THE CONTRACTOR, 15t POUR CONSTRUCTION JOINT T ADD (9) Asy.ril—n" Y5'O- OF COL. PILE CAP. ROUGHEN, CLEAN & APPLY BONDIN AGENT (E) CONCRETE BEAM/WALL 1-4 C, C (10) #6 E.W. HOOKED T&B y7'6- 29699 21-60 OF COL. & PILE CAP. #6 SHORT WAY HOOKED T&B (10) #6 LONG WAY HOOKED T&B NEW SLAB INFILL CAP SCHEDULE EXISTING SLAB MARK TYPE DEPTH x 0 PC -1 39-090 ZEE --7)x 25k (0) (0) 0 0 0 0 0-0) 0 0 0 0 0 20k PC -3 V-011 25k EXISTING VAPOR a: LU 39-090 25k GRANULAR FILL BARRIER 30-0" (SEE PLAN NOTES) z SAND LAYER LAP VAPOR W #408" 0 24" O.C. DRILL BARRIER INTO EXIST. SLAB AND VAPOR BARRIER z GROUT SOLID USING HILTI HIT HY150 ANCHORAGE SYSTEM (OR EQUAL) 0 U. TYPICAL SLAB INFILL DETAIL Tj- Cc PILE CAP SCHEDULE MARK TYPE DEPTH TOTAL SERVICE LOAD PC -1 39-090 25k PC -2 39091 20k PC -3 V-011 25k PC -4 39-090 25k PC -5 V 30-0" 65k (E) VENEER mI SECTION e / F r i 600 TOP OF (N) EMBED. � SIDEWALK A MATCH (E) SLAB THICKNESS #408" 0 24" O.C. DRILL INTO (E) SLAB & GROUT SOLID USING HILTI HIT HY150 MAX ANCHORAGE SYSTEM (OR EQUAL) DRILL & EPDXY GROUT REINFORCING USING HILTI HIT HY150 MAX ADHESIVE ANCHORS OR EQ. (68" MIN EMBED) TYP. 9*4104I:Itrllim (E) MTL. STU D TYP. TOP OF (E) 2ND FLOOR SLAB .�ldw.11ll� (E) CONC. WALL 5" TOP OF STRUCTURAL SLAB EMBED. SECTION F � v SEE PLAN SEE SCHEDULE SEE SCHEDULE 116MM1.111-4111 �a b I N ' O i id TJ i C� I A► � oN C d � d c d f� d c0 � U I G i 9*4104I:Itrllim (E) MTL. STU D TYP. TOP OF (E) 2ND FLOOR SLAB .�ldw.11ll� (E) CONC. WALL 5" TOP OF STRUCTURAL SLAB EMBED. SECTION F � v SEE PLAN SEE SCHEDULE SEE SCHEDULE 116MM1.111-4111 7-1714 4 id A► � d � d c d d 9*4104I:Itrllim (E) MTL. STU D TYP. TOP OF (E) 2ND FLOOR SLAB .�ldw.11ll� (E) CONC. WALL 5" TOP OF STRUCTURAL SLAB EMBED. SECTION F � v SEE PLAN SEE SCHEDULE SEE SCHEDULE 116MM1.111-4111 VER HELICAL PILES BY MFR. N 11 THICKNESS ANDODEPTH SIDE, SEE SCHEDULE ON 53.0 FOR ®1 �0 BEFORE INSALLING (N) COLUMN. SERVICE LOAD i 11 A► COL. HSSSxS d w d d � • .'� � (E) CONCRETE DIAMOND OR .4 d " COLUMN ROUND INFILL No w (n CONC. ,13 (C�L, d d . ND BREAKER . a a .. � TOP OF (E) > V lk SLAB DRILL & EPDXY GRIT SEE SCHEDULE _._.._. REINFORCING USING ILII HIT FIY150 MAX ADHESIVE PILE CAP ANCHORS OR EQ. (69" EMBED) TYP. MIN GRADE BEAM, SEE PLAN SEE PLAN HELICAL CAP, SEE TYP. DETAIL ON 54.0 VER HELICAL PILES BY MFR. N 11 THICKNESS ANDODEPTH SIDE, SEE SCHEDULE ON 53.0 FOR ®1 �0 BEFORE INSALLING (N) COLUMN. SERVICE LOAD i 11 No. 47343 15 ROOF FRAMING PLAN.411, %, STATE E t:7 F 1 11 EE: av4r�4, . m 7 ° x 1 EB: 000785 ��` 99 — Expires: 2/28113 / f `�� 01 _0 EXISTING ROOF CONSTRUCTION: 1 METAL DECK WELDED TO SUPPORT STEEL, and construction d g ments 1 — � as instruments of oer�tla® 0 pleve�t — In confidence and remoln property ,r , 9 ,r 9 - B/D ® BOTTOM OF DECK ELEVATION REFERENCED FROM SLAB ON t / r9 rr r /a 32 —0 Z4 —0 / o$ Herecshman Architects. h® use v 9'-091 32 -0 32'-0" 32'- 0 32 0 32 0 32 0 32 0 � 1L _ t - � - — G DE ELEVATION OF 0'-0". �— � at this design and these construction 'T dcc�srrs®nos for purposes attepr they the speolfla project named herein Is ROOF BEAM ELEVATION NO -FED THUS (± INDICATE TOP OF B strictly prohibited without expressed 3.8 3.9) 44 4.5 4.6 5.9 641 a m 6 written consent of Hereahrnan ABOVE OR BELOW J/B ELEVATION NOTED. Architects, Incorporated. I �_ " 2B - COORDINATE ALL OPENINGS AND EDGE CONDITIONS WITH �afie Issue - 25-8" a 11 -- I I I I I ARCHITECTURAL AND MECHANICAL DRAWINGS. SEE SHEET S6.0 FOR 29-611 3'-10"59-7% 9 TYPICAL OPENING DETAIL. 01/'30/201213112/PERMIT ® 1 SEE SHEET 1,0 S1,1 FOR GENERAL NOTES. 1 I -� I 11 166 - m —SEE SHEET S6°0 FOR TYPICAL DETAILS. 159®6" I m2 15'-6 SEE SHEET S5°1 FOR ENLARGED STOREFRONTI PLAN I - C --X DENOTES COLUMNS. SEE SHEET S5.0 FOR 'SCHEDULE. - L -X DENOTES STEEL LINTELS. COORDINATE WITH STRUCTU AND ARCHITECTURAL SECTIONS. SEE (BENE NOTES ON SHEET S1.0 w F=CML - 1 FOR MISC. LINTELS® I� - I (E) DENOTES EXISTING CONSTRUCTION. � A.3 13' 4" rn (E) CONIC, COL. too; 1 2 DENOTES EXISTING JOIST TO BE REINFORCED. SEE 24"x24 , fYP. �' I REINFORCING DETAILS ON 56.0. PIG L JOIST IN _ L X _.................. ............. ............ . -.. -;r7 - _ ...... . ... :: : :: _ - ........::....:::................ ....... — 6 E W24 ��> (E) W18 (E) W18 W1 40 W16 (E) W24 ( ) Ln (E) W18 ._ S9° CLU SIZE P E RODS L V) (n ,. a ®�� �, E) W18 O W1 (E) W2 E) W F (E) W1 a� r� �-� � I C-1 HSS6x6 h1 "x 12"x 1 '-0" T (4) I " : r oo 00 00 _ �- I ❑ to ❑ I— I— I JG C r4O"'J' _ S� l�. jxr C®1 A HSS6x6 R 1 "u 1 "x1 "-�1 " (4) " d / Ei 1 S Ja �,. (1~� �i' JQ - - - v' - -- — __ rn to w ��� 1 w �t"��l wO G O— 0 G GN --�� — .- —''— G G `' C HSS6�c6 1"x1"x19®19® (4) w w w 7 r0G o A a G (o �0 0 a 00 O G C-3 HSS8x8+HSS x4 "x14"x19-4" TIT (4) "Oo w w w�b g J�gg�pp qgwWW'-- 9!`�� �IS6DxIf7S�x°4''9/h1�"x19��99 Trf(®])99L (E) 4 JG O 40 J AL O 40 J _� O40 J (E) W 1 Q O 40 J O W21 O 40 J (� C�-5 HSSx "x14"x1'®2" T (4) "O O O O C-6 HSS4x4s "x10"x0'10" I (4) "0 C®7 HSS8x6 x12"x1 '-2" (4) e -f" " 9 D9 4 f FiES11lE C-6 HSS8x4 xs3 x1 2 OP. 310 OP. . 270 RTU w i SEE SHEET S6.0 FOR TYPICAL COLUMN E PLATES. w M OP. . 27a m m m m m m m SEE SHEET S4°0 FOR TYPICAL ANCHOR ROD DETAIL. � i .l , 49a w w w w M � w _- (E) 4 JG () 40 J (� () 40 JIG () 40 J () 40 J (� () 40 J — () 40 J ' () 40 J () 40 J - o 0 0 O m- SEE HEET S7.0 FOR MALL ENTRANCE P N & D AILS JO �� S E SHE S5.1 FCR (E) ROOF INF LL W 4 M M N m m ® m m C) w � LL � -C14 ' IJ - LU w � w w w w w, w � � E W24 O z (E) 4 JG O 40 J ' (E} W24 I (E) W24 O 40 J O 40 J1-0 00, — 0 0 0 �--o 0 0 Drawn By: I m °" NO '\' co m m m m m m - 1 I Project No,: 15101.00 0 W W , ;U. �% ,,--• ••"• ,, ''.., N I U OP. 2900 I OP. 2900 - - _ o (E) 4 JG o O 40 J (E) W24 _ (E) W24 a O 40 J O 40 J O 40 J O 40 J - — 0E--} O O O o (E) W24 -- -- — m N C14� M 5 M MLd TJ 0I w` LSHE---T X- RACING SEES6.0 FORD AIL t4-) w w W w W MC&12 ON TCP OF DECK. TYPICAL AT MECH. NITS. ® RTU 5 -'' SEE DETAIL ON SHE S6.0. OP. 1750 (E) 4 JG (E)140 JG (�- O 40 J O 40 J O 40 J (� O 40 J O O 40 J O 40 J (� O 40 J O - cc PROVIDE ANC E NG AT PLACERTU MC6 DUCT OPENING. SEE PICAL CHAN EL DIR CTLY DETAIL ON S EET S6.0. TYP. RIU-AT MECH. UNITS. GENERAL ABOVE {E) J IST OP. ° 2700j, CONTRACTOR TO COORDINATE - GIRDER EXAC DIMENSIONS o m m LOCA IONS O F MIG WITH m m m m m m m N u- LECHANICAL ONT OR. � � LL � r1r, ® _ _ w w w W w w w W w .e m OP. 1750 t sn li H LU W OP ° WT 2700 ,� I (E) 4 JG (E) W30 (E) 24 0 O 40 J (� O 40 J (� O 40 J (E) 40 JG O 40 J (E WF BE M 0 0 0 010, ®� ca Co toG W W cs� O O Q 0 O d W O p mm rlC14 LL I U-1 W W W W W W' n .--, �! w OP. . 270(# �, 77 HERSCHMAN CJ 1 °ARCHITECTS r (E) W24 (E) W18 (E WF BEM (E WF BEM (E WF BEM (E WF BEM — {E WF B M (E WF BE M .................. - I N P R _ H - --.......................................................... 0 O O ATE D FL. LIC. AR969 -V m 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 4412 I I I TEL (216) 225-3200 FAX (216) 223-0210 , z www.herschmanarchitects.com _... -� M THOS KIR Associates, Inc® EXISTING ROOF a Consulting Engineers FRAMING PLAN 9.8 3030 West Streetsboro Road (33®) 659-6698 Ph. Richfield, Ohio 44286 (330) 659-6675 Fax S5.0 - ,\\ it! . � ° �2 22f »\}}\ \\ ` � \\ f �� ©: BEAM TO BE ,:MOVE- < f. + PLACES) §<\ #2£2 TO f 2Zf » 0 � w �.ItU111 r(f(P.r1/,� 47343 CLIP L2x2x16GA. x 0'-4" LG. ° m MECHANICAL UNIT—\\ NIT (2) AT EA. CORNER, (S) TOTAL �0 G 1116:rE OF 41V L6x4x x0,6" SEE .NEON° DWGS W/(2) X10-16 TEKS F.Q. LEG .. ( ) ECIC. UNIT CURD LLV �E oa�r3 vs) E JOIST SPACING SEE PLAN STEEL SHIMS AT 2'-0 O.C.SEE MECH. DWGS. r,�urh EB: 0007857f����iii'` �vl f Expires: y (NOT REQUIRED IF TAPERED ! 1 ) A f 1191 l I,. �, SOSt CURDS ARE PROVIDED® CLIP L2x2x16GA, x Ov-4" LC, ROOF OPENING TYP. COORD. W/RTU SUPPLIER) (2) ;AT E,4. CORNER, (8) TOTAL, ®sa0pn rand construction aaamcnts 2 10�--16 TEKS, O CUR as tnitr6mentd of earvio a given � /O CONCENTRATED .LOAD In confidenceand remain th property v I I A 2 12 24 TEK TO MC6 CHANNEL TO TOP CHORD L REINFORCEMENT RE 'D. of Hersohmen Architects. The use TYP. AT /16 ! ) TYP, " of this design and these construction EA. JOIST 16 L REINFORCEMENT WHEN GREATER THAN 6 documents for purposes other then L WHEN REQ'D, the specific project nnrosd heroin In — - — — — — — - / EXIST. METAL DECK , strictly prohibited without exprosned j REQ'D WHEN GREATER L11X1 x L1 x1 x WHEN GREATER THAN 6 writs®n consent of tiaraafaman' THAN 6" EACH SIDE CH SIDE � Architects, incorporated. (E) JOIST MC6, EACH END \ \ 6" /(/ 6" -- /2I I IIT OF RTU CURB \ \\ MAX, TYP. � � MAX. y/ L4x4x L2x2 / L1 XL1 x f/ TYP. L4x4xj TVP. EACH L REINFORCEMENT X®BRIDGING EACH SIDE � NP SIDE OF OPENING TVP. EXISTING SEE PLAN (E) JOIST EXIST. JOIJT REG D WHEN GREATER BURGLAR BARS MAY OCCUR SEE TYPICAL JOIST JOIST w COORD. WITH ARCH. �e MEOW. REINFORCING DETAIL THAN " (E) JOIST LINISTRUT P1000 HS. CLAMP (E) JOIST SEE TYPICAL JOIST CONCENTRATED LOAD BIKE LIFT SUPPORT, TO EACH JOIST REINFORCING DETAIL (300# MIN. CAPACITY) WASHER &HANGER ROD do # FOR, ALL ROOF OPENINGS 1 " ®R GREATER. USE CAUTION WHEN WELDING AS NOT TO DAMAGE JOIST. TO BOTTOM CHORD SEE CH. do MFRS ()NUTS !, COORD. 'OPENING SIZES AND LOCATIONS WITH DWGS FOR SPECIFICATIONS CARRIER BY MECH. OF LIFT SUPPORT, LOCATIONS CONTRACTOR ARCHITECT c MECHANICAL CONTRACTOR. R. AND POINT LOAD INFO. TYPICAL EXISTING JOISTTYPICAL 'ROOFTOPTYPICAL BRIDGING DETAILT S' UPPO RTSTYPICALA0017 'OPENING 'DETAIL MECHANICAL UNI' REINFORCING DETAIL TYPICAL BIKE LIFT CONN, DETAIL PIPE HANGER CONN, DETAIL STANDARD SHEAR" CONNECTION CHORDTYPICAL PROVIDE 8" CONT. WELD EA. END TYP 3/16 16 BOTTOM CHORD T REINF. SEE JOIST PROFILE 0 THREADED STUDS BY G.C. w L4x4 L4x4 SHOP OR FIELD INSTALL ON COLUMN) COORD. SPACING SPLICE 1-"x3"x0'-10" DETAILCDETAIL Aj W/SHUT1! ER MANUFACTURER CENTER ON SPLICE WT 11"=V-0" 3" = 1,m0" TRACK EQUAL TO STUD SIZE PR IDE TOP & BOT. PLATES AND ®� (� FIELD WELD AS REQ D. TO DEVELOP BEAM 'A' MOMENT CAPACITY. TYP. TOP PLATE WIDTH TO BE 1 " THAN TOP FLANGE WIDTH. LESS SPLICE kA-"x3"x0'®10" /-6x4 /-6x4 BOTTOM PLATE WIDTH TO BE 1" HSS6x8 SHUTTER GUIDE SEE PLAN CENTER ON SPLICE (LLH) (LLH) WIDER THAN BOTTOM FLANGE WIDTH. ASSEMBLY BY MFR. HSS6x4 SPLICE R "x4"x0'®10" COL. CENTER ON SPLICE aQLQmN5 i BEAM TO BEAM TYPICAL HURRICANE SHUTTER MOMENT CONNECTION 1111IM110-11 ­ iii RTU, SEE PLAN FOR LOCATION T B IF POST IS WIDER THAN In. SHOP INSTALLED ERECTION SEAT (3) 412-24 — 1 (ALTERNATE TEKS® SD LOCATION) SCREWS Rm REINF, HU 1. CHURD 1 UNLY I x/16 ` �TYP. l W/ "x6" I I HORIZONTAL LEG 1 6 I F --- An r---\ (4)-1 "0 HOLES 1" TVI. FOR 0 ANCHOR TO FIT BETWEEN :::::::::::::r:::::::...: . ..._.:::::::::::::.:::::::a:._: DECK FLUTES, / \ DIAGONAL WEB REINF. // \\ SEE JOIST PROFILE (N) DIAGONAL WEB — „Fr EXISTING eS.;.. `i n & L. __ �4 CLIP ANGLE - L6X4x0'®8"LG, LLT! I I W/HORIZ LEG CUT I I `- EXISTING PROVIDE 8" CONT. WELD EA. END TYP 3/16 16 BOTTOM CHORD T REINF. SEE JOIST PROFILE REINFORCING. SEE // JOIST PROFILE w OFF AT EA. END JOIST n T rr _j BEINOR DETAIL jw-�� "' DETALB DETAILCDETAIL Aj w 11"=V-0" 3" = 1,m0" TRACK EQUAL TO STUD SIZE AND GAGE , REINF, HU 1. CHURD 1 UNLY I x/16 ` �TYP. l W/ "x6" I I HORIZONTAL LEG 1 6 I F --- An r---\ (4)-1 "0 HOLES 1" TVI. FOR 0 ANCHOR TO FIT BETWEEN :::::::::::::r:::::::...: . ..._.:::::::::::::.:::::::a:._: DECK FLUTES, / \ DIAGONAL WEB REINF. // \\ SEE JOIST PROFILE (N) DIAGONAL WEB — „Fr EXISTING eS.;.. `i n & L. __ �4 CLIP ANGLE - L6X4x0'®8"LG, LLT! I I W/HORIZ LEG CUT I I `- EXISTING PROVIDE 8" CONT. WELD EA. END TYP 3/16 16 BOTTOM CHORD T REINF. SEE JOIST PROFILE REINFORCING. SEE // JOIST PROFILE \\ TOP CHORD ROD REINF. SEE JOIST PROFILE (E) JOIST SEAT OFF AT EA. END JOIST n T rr _j BEINOR DETAIL jw-�� "' DETALB DETAILCDETAIL Aj 3/4"=1 -0" 11"=V-0" 3" = 1,m0" MODS \--HSS COLUMN 1/4 I SEE SCHEDULE TOP OF NEW SLAB 3/16_ TO MATCH (E) !A®_ I-L"M Uni Cc-- -_ I -_ I� a, EO. ,EQ. �, 4 t (4)-1"O HOLES 1 O/Icjv C1005.3 --I 2' 0 ANCHOR RODS 1 TYP. 1 i SECTION 3/4"= 1,-0" MAX ADHESIVE ANCHOR TOP OF W/68" :� _' a « TO MATCH (E) OR N ij 1 �� CONT. CURVED BENT Fd" PUDDLE O.C. WITH N TYPE (TY MAX ADHESIVE rtHILTI HIT g� �OO h ECK W/61" MIN. EMBED • ' 11 G', -- __ - (N) W14 (E) 2nd FLOOR r 5" OVERLAP /- (E) ROOF DECK (E) W24 EX (E) WEB ROD `C� YYL`t- L7G/11VI SECTION I TSON BAKER & Associates, Inc® Consulting Engineers 3030 West Streetsboro Rood(330) 669-6688 Rh. Richfield, Ohio 44286 (330) 659-6675 Fox HSS44 Cn cri (E) CONIC. COLUMN A BOX BEAM BOX ;ULUMN lJT )THERS, TYP. 6"X16GA MET 0 16" O.C. AM BOX BEAM — - — -- — 0 TEK -01) (HI & LO) 0 0 0 0 0 0 22'-0" �II�F_-� z (E) METAL STUDS DIM '. METAL STUDS 0 16" O.C., TYR (E) METAL STUDS SECTION "=1,-O" L6x4xJ (LLV) N.S. & F.S. w/ (2) Qx2" LG. SLOTTED HOLES 5" I& X18GA. METAL TUDS 0 16" O.C. YPI (4)—#10-16 TEK SCREWS, TYP. HSS6x ISSlOx4 HSSl Ox /STEEL EL. h1O9'®9 — ALL TUBE TO TUBE CONNECTIONS TO BE WELDED ALL AROUND. TYPICAL TUBE TO TUBE CONNECTION 0 We"d No. 47343 -rJ QJF 0 STATE C) GORD04 l DRk PE: 004734- Q/0 IN A EB: 0007857 Expires: 2/28 N �rl Design and construction uments so Instruments ®f service are given In confidence and remain the property of Herschmen Architects. The use dooumento for purposes of then the spoolflo project named herein Is strictly prohibited without expressed written consent of Hermohman Architects, incorporated. Date Issue — d II II 1/50/2012 BIDAVERMIT II BOX BEAM 0-1 B/STEEL EL. SEE ARCH. (2)—#12-24 SELF DRILLING TEK SCREWS AT EA. STUD, TYP. (4)—#10-16 TEK SCREWS, iYP® ++ + T/STEEL EL. SEE ARCH. ++ ++ BOX BEAM B-1 ++ 3lnXl 8GA, METAL S UDS 0 16" O.C. TYP. SECTION 13 —0. R IiaIs 1 BOX BEAM B®1 — ALL TUBE TO TUBE CONNECTIONS TO BE WELDED ALL AROUND. TYPICAL TUBE TO TUBE CONNECTION _LLI o f�; LACING INTERRUPTED BY ADDITIONAL SUPPORTS SHALL BE DEVELOPED CN EACH SIDE OF INTERRUPTED III III I1 � Ii II OPP. A I I I H 0.a II II III " ' (4—SIDES) II II I I HSS x6 TYP. I I J (4—SIDES) L3x3xj LACING I BACKSIDE OF TUBES III II ALL 4 SIDES (TYP.) II II � TYP. II II S+,O . "STUD - Or L3x3xj LACING BACKSIDE OF TUBES ALL 4 SIDES (TYP.) III II II II III III II II II II � II II I I � � III III II II III III :�•:e, .,Q�..y ,, .. SECTION , B/BEAM m +16'-6" '",'� j. , L META STUDS 0 STUDS SEE PLAN L3x3x I 6GA M, - I t 1\a xii u,a.rys ti Y 2,SE,E,PLAN R a',y Y Y o I1I ISI SEE ,ARCH � J fiti 1� a➢ \ ;ifhra: pM ii I1 I) II g COL. HSS6x6 I I' HSS8x6x I`I III u) +37°-11 OC ORD. ELEV. W/SIGN MANUF. I on II I!I II I1 HSS8x6x CY � IJ II II II ALE LI II II II II II HSS8x6x - cn -- — — — COORD. ELEV. /SIGN MANUF. -cori -- _ I I I I HSS6x6x J III IIS II II I II II II II II II jI� jI� c 5�.0 1I 1 LACING INTERRUPTED BY ADDITIONAL SUPPORTS SHALL BE DEVELOPED CN EACH SIDE OF INTERRUPTED III III I1 � Ii II OPP. A I I I H 0.a II II III " ' (4—SIDES) II II I I HSS x6 TYP. I I J (4—SIDES) L3x3xj LACING I BACKSIDE OF TUBES III II ALL 4 SIDES (TYP.) II II � TYP. II II S+,O . "STUD - Or L3x3xj LACING BACKSIDE OF TUBES ALL 4 SIDES (TYP.) III II II II III III II II II II � II II I I � � III III II II III III :�•:e, .,Q�..y ,, .. SECTION , B/BEAM m +16'-6" '",'� j. , L META STUDS 0 STUDS SEE PLAN L3x3x I 6GA M, - I t 1\a xii u,a.rys ti Y U. R a',y Y Y o 1 00% 0% '0 YiFf J fiti 1� a➢ \ ;ifhra: pM g REMOVER FLANGE AT BRICK. MAINTAIN WEB HEIGHT i SECTION ./1 Y ...rM1 SEE TYPICAL —\ v F TO JOIST CONNECTION DETAIL I STD. AISC JL SH - CONNECTIO m 11 J� 4 m- (E) METAL DECK EE • THIS �II FOR >t , L. INIF s (E) METAL DECK (E) BEAM -- (E) Wl 8 F.S. (N) Wl8 N.S. (E) CONCRETE COLUMN CONT, L4x4 HSS7' 2.6 t I I I I ® I II I II I i II I i I I 1 I � I I r I I I i I I I I II I I i I41- I !! I (I I I II Wl Ox19 I [ I I I I I I HSS8x8 VA COLUMN I IE I I II I E II II I 1 fl I HSS6x8 + 8x4 SEE PLAN i II I I LI I II I I II I I II I C II I I II I 1 II 1 II I II I i II I I I I I I I II I I II I II I I II i I fl I I fi I i I I V-6" CONT, 0 EA. END I II I I I E I l l ( I I , I I I , HSS16x8x + CONT I I I B/EL PLAN SESE I , i i SEE ARCH I 1! I I EI I fl I ! II f If I II I €E� fm O. J " ffi § "" f; dos co 0 c � �-2 R 72 w u u Drawn By: TBA Project No.: 15101.00 0 0 0 0 fn fm O. • "< s= "" f; dos co fm (E) 10" JOI! EX JD 6"x1 BOA. MTL STUDS 0 16" O.C. (MATCH (E) STUD SPACING) (N) VENEER. SEE ARCH. (N) 8-x 1 4GA. MTL STUDS 0 16" O.C. MASONRY BRICK TIE TYP. SEE ARCH (E) WF GIRDER L4x4x' W/1/ERT. SLOTTED HOLES 4 N.S., F.S . W/(2) I" HILTI HCA COIL ANCHORS (2;" EMBED.) & (3) J"O BOLTS PROVIDE Ho ff 1Z. SLOTS IN WIF BEAM WEB 1 4 (E) CONCRETE COLUMN ral� SECTION Project No.: 15101.00 0 0 z IM Ir 0 (4) n ADT 30 FIE,CIVINti; 14X12 S.A. DUGT 1=6 DOM THROUGH FLOOR IOXb ✓�� IOXIO SR -I, Ibxb 300 GFM 5R -I, 24>cb 27 500 GFM .V. EQUIP _. O14 MAINTAIN -,L/ - \ E3(I ST I N6 5Y5"FENS. PLAN ..r. _ 9kI'-011 - NOTES:HVAC CODED 0 I. DASHED LINE INDICATES I" ACOUSTIC LINING FOR SUPPLY AND RETURN PIR DUGTHORK. DUCT DIMEN51ON5 ARE EXTERIOR AND INGLUDE LINING. TYPICAL. 2. REFER TO OFFICE HVAG FLOOR PLAN FOR CONTINUATION. 3. PROVIDE 2' TRIM FLANGE AROUND FULL PERIMETER OF EXPOSED DUGT PENETRATION ON DOTH SIDES OF HALL PENETRATIONS. CAULK FULL PERIMETER OF TRIM FLAN6E5 AIR TIGHT. TYPICAL. TRIM FLANGE NOT REQUIRED IN LOCATIONS NOT VISIBLE AND ON 51DE OF HALL NHERE A SUPPLY REGI5TER 15 INSTALLED. 4. ALL DUCT HORK ON SALES FLOOR SHALL BE DE5I6NED AND INSTALLED IN51DE JOIST I+EBBIN6 TO MAINTAIN MAXIMUM CLEARANCE. IF THI5 IS NOT ACHIEVABLE THEN ALL DUGT YORK SHALL BE DESIGNED AND INSTALLED TIGHT TO THE STRUCTURE ABOVE TO MAINTAIN MAXIMUM CLEARANCE. DUCT PENETRATIONS OF HALLS SHALL NOT BE INSTALLED BELOH THE PAINT BREAK LINE. IF THE GONTRAGTOR 15 IN DOUBT, SUBMIT AN RFI TO THE ARCHITECT OF RECORD FOR GLARIFIGATION. COORDINATE DUGT LAYOUT HITH ALL OTHER TRADES. TYPICAL. 5. ALL DUGT dNORK ON STOCK ROOM FLOOR SHALL BE DESIGNED AND INSTALLED IN51DE J015T HEBBING TO MAINTAIN MAXIMUM CLEARANCE. IF THI5 15 NOT ACHIEVABLE THEN ALL DUGT NDRK 5HALL BE DESIGNED AND INSTALLED TIGHT TO THE STRUCTURE ABOVE TO MAINTAIN MAXIMUM CLEARANCE. COORDINATE DUGT LAYOUT HITH ALL OTHER TRADES AND STOCKROOM FIXTURING. TYPICAL b. CONNECT 5UPPLY AIR BRANCH DUCT TO SUPPLY DUGT EXTEN51ON BETHEEN ROOFTOP UNIT AND DRUM LOUVER PLENUM DIFFUSER (DLPD). EXTEND BRANCH DUGTHORK AS INDICATED. -7. CONTRACTOR SHALL GONFIRM EXACT LOCATION OF ROOFTOP UNIT ON ROOF HITH STRUCTURAL ENGINEER, SECURE ROOF CURB FO ROOF 5TRUGTURE AND FASTEN UNIT TO ROOF GURB. SHIM GURB AS REQUIRED 50 UNIT 5ET5 DEAD LEVEL. PROVIDE CURB COMPATIBLE WITH ROOFING 5YSTEM. INSTALL SUPPLEMENTAL SUPPORT STEEL AS REQUIRED TO FRAME OPENIN65 A5 DIRECTED BY STRUCTURAL ENGINEER. CUT OPENINGS THROUGH ROOF FOR DUCT CONNECTIONS. PROVIDE FLEXIBLE GONNEGTIONS AT UNIT SUPPLY AND RETURN CONNECTIONS. OFFSET AND TRAN51TION SUPPLY AND RETURN DUGTHORK A5 REQUIRED TO AVOID STRUCTURE. PROVIDE MITERED EL13OH5 WITH TURNING VANES AT BOTTOM OF SUPPLY AND RETURN DUGT DROPS (EXCEPT HHERE GONNEGTING TO DRUM LOUVER PLENUM DIFFU5ER). b. IN5TALL GONDEN5ATE DRAIN HITH DEEP 5EAL TRAP AND GLEANOUT AND TERMINATE AS INDIGATED ON DRAHI% H3.0. q. IN5TALL RETURN AIR DUCT UP HITH-IN J015T SPACE. REMOVE 'X' BRACING AND REIN5TALL IN ADJAGENT J015T BAYS AS DIRECTED BY 5TRUGTURAL ENGINEER. TYPICAL. 10. SMOKE DETECTOR SHALL BE FIELD INSTALLED AND LOCATED IN THE SUPPLY AIR DUCT TO 5HUT DOWN ROOFTOP UNIT UPON ALARM. 5MOKE DETECTOR AND REMOTE IR91GATOR ALARM AND KEY TEST 5NITC14 STATION TO BE FURNISHED BY ELECTRICAL CONTRACTOR. MECHANICAL CONTRACTOR 5HALL INSTALL AND WIRE SMOKE DETECTOR TO ROOFTOP UNIT. REMOTE INDIGATOR ALARM AND KEY TEST 5HITGH STATION 5HALL BE IN5TALLED AND HIRED BY ELECTRIGAL CONTRACTOR. SMOKE DETECTOR SHALL 13E HIRED TO THE FIRE ALARM SYSTEM BY THE ELECTRICAL CONTRACTOR PER 51TE-5PEGIFIG GORE REQUIREMENTS. II. CONNECT SUPPLY AIR DUCT TO ROOFTOP UNIT AND TO DRUM LOUVER PLENUM DIFFUSER (DLPD). BOTTOM OF DRUM LOUVER PLENUM DIFFUSER SHALL BE INSTALLED AT Ib' -O" REFER TO DETAILS ON DRAWING H2.1. 12. INSTALL EXHAUST FAN PER DETAIL 4, DWG H2.2. 13. CONTRACTOR 5HALL MODIFY EXI5TIN6 DUCTWORK SERVING LONER LEVEL. REMOVE EXISTING DUCT DROP5 GOING THROUGH DIGK'5 SPORTING GOO95 5ALE5 FLOOR AND RELOCATE TO NEH LOGATION5 AS INDICATED. COORDINATE NEN LOGATION5 HITH ALL D15GIPLINE5 AND REHORK OTHER SYSTEMS A5 REQUIRED. CONTRACTOR 5HALL EXTEND NEH DUCTHORK FROM ROOFTOP UNIT PENETRATIONS THROUGH ROOF TO NEH DUCT DROP LOCATIONS. ALL DUGTHORK ON DIGK5 SPORTING GOODS SALES FLOOR SHALL BE MOUNTED A5 HIGH A5 POSSIBLE UP HITH-IN JOIST SPACE. CONTRACTOR 5HALL IN5TALL DUGT DROPS THROUGH FLOOR AND THEN RECONNECT T® LOWER LEVEL AIR DISTRIBUTION 5Y5TEM. CONTRACTOR SHALL FIELD COORDINATE EXI5TING DUGTHORK 51ZE5 AND LOCATIONS OF NEH DROPS AND ALL A550GIATEP 5Y5TEM5 AFFECTED BY THIS LOCATION AND HORK. 14. MAINTAIN EXISTING MEGHANIGAL 5Y5TEM5 5ERVIN67 ELEVATOR E6dJIPMENT ROOM. FIELD COORDINATE EXACT GONDITION5 AND REGUIREMENT5 FOR INTERLOCKING INTO DICK'S SPORTING 60005 SYSTEMS.. 15. AIR TRAN5FER DUCT SEE DETAIL 2 ON DRAWING H2o2. IFI. MOUNT BOTTOM OF AIR TRANSFER GRILLE ON 5ALE5 FLOOR AT b" ABOVE PAINT BREAK LINE. MOUNT BOTTOM OF AIR TRAN5FER GRILLE IN DISPLAY ROOM AT b" ABOVE FIN15HED FLOOR. GENERAL CONTRACTOR TO PROVIDE A.1 LINTEL5 AS REQUIRED BY 5TRUGTURAL ENGINEER FOR AIR TRANSFER DUGT IN PILA5TER5. COORDINATE LOCATION OF C-,RILLE HITH PILASTER, HALL DEGAL5 AND INTERIOR ELEVATION5 ON ARCHITECTURAL INO-5. 1`I. MOUNT BOTTOM OF AIR TRANSFER DUGT b" ABOVE PAINT BREAK LINE. IFS. MOUNT BOTTOM OF EXHAUST GRILLE ON SALES FLOOR AT b" ABOVE PAINT BREAK LINE. GENERAL GONTRAGTOR TO PROVIDE ALL LINTELS A5 REGUIRED BY 5TRUGTURAL ENGINEER FOR EXHAU5T DUGTY °CORK IN PILASTERS. COORDINATE LOCATION OF GRILLE HITH PILASTER, HALL DEGAL5 AND INTERIOR ELEVATIONS ON ARCHITECTURAL DRANING5. Iq. DUGT PENETRATION SHALL BE ABOVE PAINT BREAK LINE. 20. IN5TALL EXHAU5T FAN PER DETAIL "1, PHO H2.1. 21. MOUNT AIR TRANSFER DUGT A5 HIGH AS POSSIBLE ABOVE FINI5HED FLOOR. 22. INSULATE DUCTNORK (EXHAUST AND TRANSFER) LOCATED HITHIN PILASTERS HITH 3" (R -b) DUGTHRAP INSULATION. 23. MOUNT BOTTOM OF AIR TRAN5FER DUGT 12" ABOVE DOOR. 24. THERMOSTAT FURNISHED BY MECHANICAL CONTRACTOR. ELECTRICAL CONTRACTOR SHAD. INSTALL AND HIRE. REFER TO ELECTRICAL DRANIN65 FOR MOUNTING HEIGHTS. 25. TEMPERATURE 5EN50R AND CARBON DIOXIDE SENSOR. ELECTRICAL GONTRAGTOR 5HALL INSTALL AND HIRE. REFER TO ELECTRICAL DRAHIN65 FOR MOUNTING HEIGHTS. 26. 6LO13AL HUMIDITY 5EN50R AND INDOOR TEMPERATURE SENSOR. ELECTRICAL CONTRACTOR SHAD. INSTALL- AND HIRE. REFER TO ELECTRICAL Dt dINGS FOR MOUNTING HEIGHTS. 21. NOVAR TEMPERATURE 5EN50K ELECTRICAL CONTRACTOR SHALL INSTALL AND HIRE. REFER TO ELEGTRIGAL PRAYlIN65 FOR MOUNTING HEI6HT5. 25. HUMIDITY 5EN50R IN5TALLED NEXT TO TEMPERATURE SENSOR. ELEGTRIGAL GONTRAGTOR SHALL INSTALL AND HIRE. REFER TO ELECTRICAL DRANIN66 FOR MOUNTING HEI6HT5. 2q. ONE (1) HOUR TIMER HALL 5HITGH FOR EXHAU5T FAN, FURNISHED BY MECHANICAL GONTRAGTOR. El FCTRIGAL CONTRACTOR SHALL INSTALL AND HIRE. 50. Ib"X12" AIR TRANSFER DUGT BETWEEN UPPER LEVEL AND LONER LEVEL. EXTEND DUCT 12" DELON LONER LEVEL CEILING SPACE AND PROVIDE BELLMOUTH HITH I" MESH SCREEN. EXTEND DUCT 14'-0" ABOVE UPPER LEVEL FINISHED FLOOR AND TERMINATE HITH SIDE MOUNTED 50"AO" RETURN GRILLE. 31. CONTRACTOR TO MODIFY EXISTING AIR DISTRIBUTION IN LANDLORD AREA I AND LANDLORD AREA 2 A5 REQUIRED FOR NEW DEM151N6 HALL. REMOVE THE EXISTING AIR DISTRIBUTION SYSTEMS LOCATED HITH-IN THE DIGK'5 5PORTIN6 6OOD5 5PAGE AND MODIFY THE EXI5TIN6 AIR P15MRMION IN LANDLORD AREAS I AND 2 AS REQUIRED 50 THAT ONE OF THE EXISTING ROOFTOP UNITS 5ERVE5 BOTH LANDLORD AREAS. ABANDON THE OTHER ROOFTOP UNIT IN PLACE. CONTRACTOR TO FIELD VERIFY ALL EXISTING GONDITIONS FOR MODIFIGATION5. PROVIDE FIRE DAMPER5 IN ANY DUGTHORK, NEW AND OLD, THAT GR05SE5 NEW EXIT CORRIDOR. Project No 15101,00 251001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.corn HY.A. . FLOOR LAN C 7 ��qy C,� 4 YtY T-� YJ ``1 �.ri.J W^ p 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 heroin is strictly prohibited without expressed written consent of Herschmen Architects, Incorporated. Date Issue 01/50/2012 E3ID/PERMIT �s Project No 15101,00 251001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.herschmanarchitects.corn HY.A. . FLOOR LAN to 7 E Q M 2 C7" as— Q N f ---f i V1 s O SU r.; m tv m OFFICE FLOOR # 3 ► s 1) y r „ s, . � ® ® n ® CODED ®O I . DASHED LINE INISIGATES 1" AGOU5TIG LINING FOR SUPPLY AND RETURN AIR DUGTH'lORK. DUGT DIMEN5ION5 ARE EXTERIOR AND INGLUDE LININ6. TYPICAL. 2. HUMIDITY 5EN50R, TEMPERATURE 5616M AND GARBON DIOXIDE 5HA50R. ELEGTRIGAL GONTRAGTOR 5f IALL I N5TALL AND H I i E . REFER TO ELEGTR I GAL DRAW I N65 FOR MOUNT I N6 HIS 16 4T5 . 3. INSTALL 22"x22", 1" AGOUSTIG LINED, DUGT DROP TO GEILIN6 PLENUM AND EXTEND AS INDICATED. 4. PROVIDE 6" BOTTOM OF DUGT TAKE—OFF AND EXTEND TO DIFFUSER. PROVIDE MANUAL VOLUME DAMPER IN DROP. 5. PROVIDE 18"x12", I" AGOU5TIG LINED, WTFOM OF DUGT TAKE --OFF AND EXTEND TO 6RILLE. PROVIDE MANUAL VOLUME DAMPER IN PROP. 6. 12"x12" EXHAUST DUGT UP TO FAN. WIND lND DATA a � � fa 9 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 44128 MANUFACTURER AND AS REQUIRED FOR Phoma 216 292-4696 ALL APPLICABLE CODES. ( ) Fax; (216) 292-5874 �oNL GLEAlz NCEMU5VERIFY Email: MAI LOMCH EN RYASSOCIATES.COM ALL ILEA NGES ANC7 DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 0 vI � °ferry �V_ t6 o S 0 Q 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 specifl® project named herein is strictly prohibited without expressed written; consent of Flerschman Architects, Incorporated. Data TISSUO ®1/"50/2012 i l /PER?,MIT �c Drawn By: rnl� Project No., 15101.00 W, OP UVIT SaIdEDUL1140 MECHANICAL VENTILATION (EXHAUST AIR) SCHEDULE Room Name ROOM AREA (ft2) CLASSIFICATION EXHAUST FAN SCHEDULE NO. OF FIXTURES REQUIRED EXHAUST UNIT NO, LOCATION SERVES HP PHASE VOLTS TYPE GPM UNIT NO. LOGATION SERVES UNIT POKER CIFM SUPPLY FAN EXHAUST FAN GOOLING COIL GAS FIRED HEATING 5EGTION SERVICE FINISH DESIGN REMARKS TITUS AS NOTED AS NOTED SURFACE O.A. RPM YES STEEL LIGHT EQUIPMENT I EQUIPMENT 300 -RL O,A, EFFECTIVENESS WATT5 AIRFLOW DEFLECTION VENTILATION DIVERSITY O,A, INTAKE MOTOR FAN EXT. 511 GD -1 EXT. SP EAT 5EN5 . GLG TOT. GLG . NOMINAL EER/5 EAT LAT I NPUIT OUTPUT GA51NET 110 GAS Pr 5 . GENT. 1600 DIREGT SEE NOTE /SEE UNIT UNIT � LENNo�� H EF -2 STOCK ROOM ROOF TOILET. RM5. PLA MGA MOGP PHASE VOLTS �15 GFM HP PPM PPM IN G) HF IN NC) (DE3) �° I3TUH) (5TUH) TONS 1 DEC? E DECDF (Mf3H) (Mf3H® EFF (IN O D I MENS I ONS WEIGHT GOOK: 10 -AGE -B 4, 5, 6, RTU -1 SALES ROOF SAME 52.6 35.0 40.0 3 460 1,000 5,200 3.0 I15O 155 0.65 2 @ 1/3 0.1" 80/.6-7 111,100 13 ,600 13.0 12.0/--- 65.5 8cl.4 16cl 135 80 -7 101XH1 2100 L6H-156-H4 I THRU 18 RTU -2 OPEN SALES ROOF SAME 45.3 46.0 1 50.0 3 460 1,300 -1,000 5.0 11150 8L10 0.65 2 @ 1/3 0.1" 80/61 152,300 185,-700 11.5 12.0/--- 65.1 55.5 161 135 80% 1 133XH1 5000 L6H-210-H4 I THRU Icl RTU -5 OPEN 5ALE5 ROOF SAME 52.6 35.0 40.0 3 460 1,000 5,200 5.0 1150 155 0.65 2 @ 1/3 0.1" 80/61 111,100 13q,600 13.0 12.0/--- 65.5 8cf.4 161 135 8O 1 101Xci1 2-100 LGH -156-H4 1 THRU 15 RTU -4 OPEN SALES ROOF SAME 36.6 3ci.0 45.0 3 460 1,000 b'000 3.0 1150 800 0.65 2 @ 1/3 0.1" 80/b1 131,200 160,000 15.0 12.0/--- 65.3 81.1 1bq 135 80 -7 133Xci1 2cIO0 LL6H-180-H4 1 THRU IH RTU -5 OPEN SALES ROOF S*E 36.6 3c.0 45.0 3 460 1,000 6,000 3.0 11150 wo 0.65 2 @ 1/3 0.1". 80/61 131,200 IrO0,000 15.0 12.0/--- 65.3 Bl:I lbs 135 80% -7 133XCI1 2cI00 LGH -180-H4 1 THRU I8 RTU -b OPEN 5ALE5 ROOF SAME 24.1 2-7.0 30.0 3 460 100 4,000 3.0 1150 ci12 0.65 1 @ 1/3 0.1" 80/611 5b,-700 111,100 10.0 12.0/--- 66.1 10.0 130 104 80 -7 1OIXbO 1-150 L6H-120-H4 1 THRU 18 RTU -7 OPEN SALES ROOF SAME 32.6 35.0 40.0 3 460 1,000 5,200 3.0 1"750 -155 0.65 2 @ 1/5 0.1" 8O/61 111,100 15cl,600 13,0 12.0/--- 65.5 8cf.4 1bcf 135 80 1 101Xg1 2-700 L6H-156-H4 1 THRU 18 RTU -8 OPEN SALES ROOF SAME 32.6 35.0 40.0 3 460 1,000 5,200 3.0 11150 -155 0.65 2 @ 1/3 0.1" 80/61. 111,1100 I3'f'boo 13,0 12.0/--- 65.5 8LI.4 16cf 135 80% 1 10"7X41 2100 1_6H-156-1-14 1 THRU lq RTU -Q OFFICE ROOF SAME IC1.5 22.0 25.0 3 460 250 3,000 2.0 1-750 C15cl 0. CIO I @ 1/3 0.5511 -15/63 -78,-700 63,-700 1.5 12.5/--- bci.2 101.1 130 104 80% -7 101X60 1150 L6H-Oq2-H4 I THRU 12, 14, la, 16, 11, 18, 1q RTU -10 STOCK ROOM ROOF SAME 32.6 35.0 40.0 3 460 550 4,600 3.0 1-750 8-70 1.0 2 @ 1/5 0.1" 15/63 101,100 128,800 13.0 12.0/--- bb.4 q2.4 16G 135 80 -7 10-7Xa1 2-700 L6H-156-H4 1 THRU 12, 14, 15, 16, 11, 18 TOTAL 6,800 TOTAL 15-7.0 REMARKS: 1. ALL ROOFTOP UNITS TO BE MANUFACTURED BY VENDOR #12. 6. SEE DETAILS, SHEET 142.1. 1. FACTORY INSTALLED DISGONNEGT SNITCH (FIELD WIRE7). 14. PROVIDE A NEI^! SET OF FILTER5 PRIOR TO AIR BALANCE, 1-7, FURNISH NOVAR MLL MOUNTED ZONE TEMPERATURE SENSOR - AT TURNOVER TO DIGK'S SPORTING 60ODS, AND A NEM SET FOR EACH ROOFTOP UNIT. TEMPERATURE SENSOR TO BE HVAC GENERAL NOTES - 2. GAPAGITY RATING BASED ON 115 DE6REE F-AMI5IENT -7. FACTORY INSTALLED GEAR DRIVEN ECONOMIZER WITH POKIER 10. PROVIDE EQUIPMENT OPERATION GHEGK (EOG). ONE (1) DAY PRIOR TO STORE OPENIN6. FILTERS TO BE INSTALLED AND HIRED BY ELEGTRIGAL CONTRACTOR. TEMPERATURE. EXHAUST AND KITH LOBI AMBIENT CONTROL. PROVIDE DP GLASS 1, 2" PLEATED, EFFICIENT W/cid ],dEI614T FACTORY INSTALLED POWER EXHAUST FOR -7.5 TONS AND 11. PROVIDE VENDOR #16 GONTROL PANEL FOR REMOTE AGGE55 ARRESTANGE TEST EFFIGIENGY RATING (MERV 8). I8. REFER TO EM PRANIN65 FOR ADDITIONAL INFORMATION ON 3. SMOKE DETECTOR FURNISHED BY ELECTRICAL CONTRACTOR, OVER. FURNISH FIELD INSTALLED POWER EXHAUST FOR 6 TO ALL RTU DIAGNOSTIC GODE5. NOVAR ENERGY MANAGEMENT SYSTEM. INSTALLED AND WIRED TO ROOFTOP UNIT BY MEGHANIGAL TONS AND UNDER WHIGH .THE MEGANIGAL CONTRACTOR SHALL 15, MINIMUM OUTSIDE AIR DAMPER 5ETPOINT TO BE i OF 1. CONTRACTOR SHALL V151T SITE PRIOR TO BIDDING PROCESS AND FIELD VERIFY EXISTING CONTRACTOR TO SHUT DO1NN UNIT UPON ALARM. INSTALL AND WIRE IN FIELD. 12.VENPOR #12 TO FURNISH BUR6LAR BARS FOR ALL RTU' S . SUPPLY AIR GFM 1q. PROVIDE HUM I D I TROL AND HUMIDITY SENSOR. SENSOR TO CONDITIONS. CONTRACTOR SHALL TAKE ALL I NTERFERENGE 5 INTO CONSIDERATION. PROVIDE . BE INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. ALL NECESSARY OF F5ET5 OR TRANSITIONS HITH EQUIVALENT AREAS TO MATCH DUCT SIZES 4. PROVIDE DIRTY FILTER 5NITGH. 8, FACTORY INSTALLED 6FGI REGEPTAGLE. FACTORY WIRED ON 13. FURNISH FACTORY 1311 DEEP DRUM LOUVER PLENUM Ib. FURNISH 14" HI6H FACTORY ROOF CURB WITH HURRICANE AS INDICATED ON DRAWIN'.65. - LINE SIDE OF DISCONNECT FOR 13 TONS AND OVER. FIELD DIFFUSER (DLPD) SYSTEM FOR NOMINAL UNIT CFM. CLIPS. REFER TO DETAIL 4 ON DRAWIN6 H2.1. 5. FURNISH GO2 SENSOR NITHOUT DISPLAY. MOUNT SENSOR WIRED BY ELECTRICAL GONTRAGTOR FOR 12 TONS AND 2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, DOGUMENT5 AND ADJACENT TO EACH UNITTEMPERATURE SENSOR. G02 UNDER. SERVICES RELATED TO INSTALLATION OF THE AORK. SENSOR TO BE INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR. 3. SPRINKLER CONTRACTOR SHALL COORDINATE INSTALLATION OF SPRINKLER PIPING AITH DUGTINORK, LIGHTS, AND PARTION LAYOUT. LIGHTS ARE NOT TO BE MOVED, SPRINKLER PIPING SHALL BE ROUTED AROUND LI&HTS AS REQUIRED. MECHANICAL VENTILATION (EXHAUST AIR) SCHEDULE Room Name ROOM AREA (ft2) CLASSIFICATION EXHAUST FAN SCHEDULE NO. OF FIXTURES REQUIRED EXHAUST UNIT NO, LOCATION SERVES HP PHASE VOLTS TYPE GPM 5.F. f3LADE PAN DRIVE STARTER PILOT DESIGN DAMPER REMARKS SERVICE FINISH NOTES OR TITUS AS NOTED AS NOTED SURFACE TYPE RPM YES STEEL LIGHT EQUIPMENT I (RpPz) 300 -RL O,A, EFFECTIVENESS WATT5 AIRFLOW DEFLECTION VENTILATION DIVERSITY O,A, INTAKE FLOW RATE ❑,A, 4 GD -1 TITUS TOG MAKE $ MODEL) AS NOTED LAY -IN EF -1 OFF! GE AREA A. V. ROOM 5cT8 W 1 115 GA51NET 110 0.5" GENT. 1600 DIREGT MANUAL NO COOK: 6N-140 1, 3, 8, H EF -2 STOCK ROOM ROOF TOILET. RM5. 1 /b HP I 115 DOME -700 0.5-75" GENT. 1548 BELT MANUAL YES GOOK: 100 -AGE -5 2, 4, 5, 6, cl, 10 EF -3 WORKSHOP ROOF NORKSHOP 1/4 HP 1 115 DOME 300 0.3-75" GENT. 1185 BELT MANUAL YES GOOK: 10 -AGE -B 4, 5, 6, 1, G, 10 EF -4 DISPLAY ROOM SAME: 351 W 1 115 GEILIN6 400 0.315" GENT. 10-75 DIRECT MANUAL NO GOOK: 6G-640 1, 3, 4, cl, 11 RETURN/ EXHAUST OFF-HHI TE 1 6-2 TITUS 350 -RL AS NOTED GABI NET SURFACE HORIZ. BAR NA NO STEEL TRAN5FvR -WHITE 1 6-3 EF -5 DISPLAY ROOM SAME 351 W I 115 GEILIN6 400 0.3-15" GENT. 1015 DIRECT MANUAL NO COOK: 6G-640 1, 3 4 P 11 HORIZ. BAR NA YES ALUMINUM E UA T OFF-WHITE CABINET 1, DIFFUSER DESIGNATIONS ON PLANS AS FOLLOY45: 2. PROVIDE FRAME SUITABLE FOR LAY -IN GEILIN6. 6RILLE, RE6I5TER, OR 3. 24" x 24" GEILIN6 DIFFUSER MODULE UNI_E55 NOTED OTHERWISE. DIFFUSER TYPE �� DIFFUSER NECK SIZE AS NOTED ABOVE SR -1, 12x12 OR 6RI H F_/RE6I 5TER 400 GFM SIZE. AIR QUANTITY REMARKS: 1. PROVIDE WITH VARIABLE SPEED GONTROLLER SET EXIT CORRIDOR 5. PROVIDE BURGLAR BARS. q. PROVIDE KITH DISGONNEGT. 1 335 Corridors INSIDE FAN CABINET. 0 0 0 0,06 0 20 21 6, PROVIDE 15" HI6H INSULATED ROOF CURB, 10. PROVIDE BELT DRIVE WITH ADJUSTABLE MOTOR PULLEY. 0,07 2. FAN CONTROLLED BY ENERGY MANAGEMENT SYSTEM. Total: 60 -7. FAN CONTROLLED BY }BALL 5WITGH WITH 1 HOUR TIMER. 11. PROVIDE FLEXIBLE OUTLET DUGT GONNEGTION, PLASTIC 0,16 3. FAN CONTROLLED BY AGTIN6 THERMOSTAT. 1 133 WALL 5WITGH FURNISHED BY MC. WALL SNITCH GEILIN6 GRILLE, VIBRATION ISOLATION HAN&ER5, AND RTU -9 THERMOSTAT FURNISHED BY MG. THERM05TAT INSTALLED INSTALLED AND WIRED BY EG. SUPPORT" RODS. AND W 1 RED BY EG. 8. PROVIDE FLEXIBLE INLET AND OUTLET DUCT 4. PROVIDE WITH 6RAVITY BAG FT DAMPER. XNNEGTIONS, VIBRATION ISOLATION HAN6ERS, AND SUPPORT RODS. MECHANICAL VENTILATION (EXHAUST AIR) SCHEDULE Room Name ROOM AREA (ft2) CLASSIFICATION CFM / FIXTURE TABLE 403.3 NO. OF FIXTURES REQUIRED EXHAUST DESIGN EXHAUST RESTROOMS 385 RESTROOMS 50 5 250 700 MECHANICAL VENTILATI❑N (OUTSIDE AIR) SCHEDULE APPROPRIATE CODE: ASHRAE DIFFUSER / ILLS SCHEDULE ROOM AREA (ft2) MANUFACTURER Sales NECK FRAME 453 7;5 Mult1 le Zone System 3396 3619 7017 CALCULATED MARK MODEL # GFM SIZE TYPE SAGE TYPE PATTERN DAMPER MATERIAL SERVICE FINISH NOTES 5-1 TITUS AS NOTED AS NOTED SURFACE HORIZ. BAR DOUBLE YES STEEL SUPPLY OFF-WHITE I (RpPz) 300 -RL O,A, EFFECTIVENESS RATE AIRFLOW DEFLECTION VENTILATION DIVERSITY O,A, INTAKE FLOW RATE ❑,A, 4 GD -1 TITUS TOG AS NOTED AS NOTED LAY -IN LOUVER 4 -WAY U.N.O. YES STEEL SUPPLY OFF-WHITE 1, 2, 3 GD -2 ISS AS NOTED AS NOTED SURFACE LOUVER U N 0. YES STEEL SUPPLY OFF-WHITE 1, 3 GD -34 i S TVGPER AS N0T1=I? AS NOTED SURFACE LOUVER U.N.O. YE5 ALUMINUM SUPPLY 0-1H I TE 1, 3 105 (Table 403.3.2.3,2) RTU PER RTU 1 1 5 0.06 5 SUPPLY/ 10 1 018 GD -4 VENDOR #12 SIZE SIZE NA DLPD NA MESS STEEL RETURN OFF-WHITE 1 6-1 TITUS 350- S AS NOTED AS NOTED SURFACE HOR I Z . 3AR NA YES STEEL RETURN/ EXHAUST OFF-HHI TE 1 6-2 TITUS 350 -RL AS NOTED AS NOTED SURFACE HORIZ. BAR NA NO STEEL TRAN5FvR -WHITE 1 6-3 TITUS 50 AS NOTED AS NOTED LAY -IN E66,RATE NA YES ALUMINUM RETURN OFF-WHITE 1, 2 6-4 TITUS SA5 NOTED A5 NOTED 5URFAGE HORIZ. BAR NA YES ALUMINUM E UA T OFF-WHITE 1 1, DIFFUSER DESIGNATIONS ON PLANS AS FOLLOY45: 2. PROVIDE FRAME SUITABLE FOR LAY -IN GEILIN6. 6RILLE, RE6I5TER, OR 3. 24" x 24" GEILIN6 DIFFUSER MODULE UNI_E55 NOTED OTHERWISE. DIFFUSER TYPE �� DIFFUSER NECK SIZE AS NOTED ABOVE SR -1, 12x12 OR 6RI H F_/RE6I 5TER 400 GFM SIZE. AIR QUANTITY ROOM NAME ROOM AREA (ft2) CLASSIFICATION Sales OUTDOOR AIR 453 453 7;5 Mult1 le Zone System 3396 3619 7017 CALCULATED # OF PEOPLE CFM/PERSON CFM/ft2 CFM1 CFM2 REQUIRED ZONE AIR DIST ZONE O,A, PRIMARY PRIMARY OSA, SYSTEM OCCUPANT UNCORRECTED O'A' DESIGN SYSTEM GROSS NET (Az) PEOPLE PER NO, 27 27 IN AREA PER TABLE (Ra) (RpPz) (RawAz) O,A, EFFECTIVENESS RATE AIRFLOW FRACTION VENTILATION DIVERSITY O,A, INTAKE FLOW RATE ❑,A, 4 Max ZP' 0.2 0.9 1 1000 ft2 OF ❑COUP, CRs) (Table 403.3) (Table 403,3) 200 0,13 CVbz= Ez (Voz= CVpz) (Voz/Vpz) EFFICIENCY (Ev) (D=Ps/Pz) CVou=D(RpPz) (Vot=Vou/Ev) (CFM) 0 0 0.06 0 10 CNet Area) (Pz) 13 (Rp) CNet Area) 403 2900 R Pz+RaAz) I (Table 403.3,1,2) Vbz/Ez) STORE MANAGER 105 (Table 403.3.2.3,2) +RaAz) 5 1 1 SALES FLOOR 43082 30157 Sales 15 453 453 7;5 0,12 3396 3619 7017 0,8 8772 43400 0.2 LP ROOM GOLF STOCK 316 221 Storage rooms 0 0 0 0 0.12 0 27 27 0.8 34 400 0,09 Z LL (" DEPT, MANAGER 150 1.05 Totals 3396 3646 4 Max ZP' 0.2 0.9 1 7044 7827 8000 RTUs 1-8 BREAK ROOM 322 225 Office space 5 4 4 5 0106 20 14 34 0.8 43 650 0106 LP ROOM 23 16 Office space 5 1 1 5 0.06 5 1 6 018 6 50 016 0,17 Z LL (" DEPT, MANAGER 150 1.05 Office space 5 4 4 5 0.06 20 6 27 0.8 34 500 0.07 200 0,13 OFFICE CORRIDOR 228 160 Corridors 0 0 0 0 0.06 0 10 10 0.8 13 100 0,13 403 2900 0,14 STORE MANAGER 105 74 Office space 5 1 1 5 0.06 5 4 10 1 018 13 200 0,07 0,8 10 100 0.1 CASH ROOM 93 65 Office space 5 1 1 5 0.06 5 4 9 1 0.8 12 150 0.08 66 0,8 63 800 0.1 COUNT ROOM 93 65 Office space 5 1 1 5 0.06 5 4 9 0.8 12 150 0,08 523 550 RTU -10 RESTROOM CORRIDOR 231 162 Corridors 0 0 0 0 0.06 0 10 10 0.8 13 200 0.07 EXIT CORRIDOR 479 1 335 Corridors 0 0 0 0 0,06 0 20 21 0.8 27 400 0,07 Total: 60 73 1 1 Max Zo: 0,16 0.9 1 133 148 250 RTU -9 ARCHERY LANE 186 130 Sales 15 2 2 7,5 0,12 15 16 31 0.8 1 39 200 0.2 WORKSHOP 126 88 Sales 15 2 2 7,5 0.12 15 11 26 0.8 33 200 0,17 Z LL (" WORK ROOM 231 162 Storage rooms 0 0 0 0 0.12 0 19 20 0.8 25 200 0,13 STOCK - 3828 2680 Storage rooms 0 0 0 0 0.12 0 -322 322 0.8i 403 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 1 0 1 0 0 0 0,12 0 65 66 0,8 63 800 0.1 Total: 30 440 Max Z : 0.2 0.9 1 470 523 550 RTU -10 4. FIELD COORDINATE EXACT LOCATION OF ALL THERMOSTATS AND TEMPERATURE 5EN5OR5 5G AS TO NOT BE DIRECTLY "13LOAN" ON AND NOT NES TO ANY HEAT PRODUCING EQUIPMENT. MOUNT i HERM05TAT5 AND TEMPERATURE 5EN ON "BACK-51DE" OF COLUMN. GOORDINATE ALL LOCATIONS AITH 5HELVIN6. REFER TO ELECTRICAL PRAMIN65 FOR ALL MOUNTING HEIGHTS. 5. CUTTING OF ROOF, INSTALLATION OF GURB5, AND PATCHING OF ROOF SHALL BE BY OWNER'S ROOFING CONTRACTOR. AND PAID FOR BY HVAG CONTRACTOR TO MAINTAIN ROOF .WARRANTY. 6. ROOF CJR55 SHALL HAVE A BASE THAT FITS SLOPE OF ROOF AS REQUIRED. TOP OF CURB SHALL BE LEVEL. SEE ARGHITECTURAL / STRUCTURAL PLANS FOR SLOPE AND STRUCTURE INFORMATION. ROTATE UNITS AS REQUIRED. 1. HVAC DUGTWORK SHALL BE FABRICATED AND EREGTED IN ACCORDANCE WITH A5HRAE AND LA -It -5T 5MAGNA STANDARDS. PROVIDE TURNING VANES IN ALL ELI301,�15. DUCTAORK SHALL HAVE A MINIMUM PRESSURE GLA551FIGATION OF 2" SEAL GLASS G, WITH A MAXIMUM LEAKAG€ RATE OF 5%. 8. RETURN AIR DUGTWORK SHALL BE INSTALLED AS HIGH AS POSSIBLE IN JOIST 5PAGE. CONTRACTOR SHALL REMOVE BAR J0I5T BRAGIN6 AND INSTALL NEA BRACING PER STRUCTURAL ENGINEER REQUIREMENTS ONLY AFTER APPROVAL FROM STRUCTURAL ENGINEER. REFER TO STRUCTURAL. DRAAING5. ci. ALL DUCTWORK SHALL BE INSTALLED TIGHT TO UNDERSIDE OF ROOF 5-1 RUGTURE OR AS HIGH AS P05515LE TO AVOID O55TRUGTIONS. 10. PROVIDE TRANSITIONS AS REQUIRED TO GONNEGT BRANCH OUGTAORK TO DIFFUSER NECK. 11. ALL ROOF TOP EQUIPMENT SHALL BE LOCATED A MINIMUM OF 10'-0" AWAY FROM THE ROOF'S EDGE. 12. MAINTAIN A MINIMUM 10'-0" BETWEEN OUTDOOR AIR INTAKES AND EXHAUST FAN DISCHARGE AND PLUMBING VENTS, ETG. FIELD GOORDINATE. 13. ALL EQUIPMENT SHALL BE LABELED AGGORDIN6 TO NUMBERING / IDENTIFICATION SYSTEM PEF PLANS. 14. ALL PIPING, DUCTS, VENTS, ETC., EXTENDING THROUGH HALLS AND ROOF SHALL BE FLASHED AND COUNTER -FLASHED IN A WATERPROOF MANNER. 15. ALL EQUIPMENT SHALL BE INSTALLED PER GORE AND MANUFACTURER'S REQUIREMENTS FOR. SERVICE AND AGGE55 GLEARANGE5. 16. ALL INSULATION SHALL BE RUN CONTINUOUSLY THROUGH FLOORS AND PARTITIONS. 11. PROVIDE A MANUAL BALANCING DAMPER AT ALL SUPPLY AND RETURN BRANCH TAKEOFFS, IN AGGE5515LE LOCATION OR WITH AGGE55 DOOR. 18. REFER TO ARCHITECTURAL.. REFLECTED GEILIN6 PLAN FOR EXAGT LOGATION OF ALL MEGHANIGAL CEILING EQUIPMENT. la: GOORDINATE EXAGT LOCATION OF ALL ROOF MOUNTED EQUIPMENT WITH STRUCTURAL PLANS, 5PECIALLY-DE5 6NED J0I5T5, ETC. 20. CONTRACTOR 15 RESPONSIBLE TO AND SHALL PERFORM ALL IRK IN ACCORDANCE WITH THE LATEST STATE CODES, TOAN5-IIP, AND NFPA, 0.5.H.A., AND THE RULES AND REGULATIONS OF ALL CITY, STATE, AND FEDERAL AUTHORITIES HAVING JURISDICTION. PROVIDE OWNER AITH CERTIFICATES OF INSPECTION. 21. FLEXIBLE GONNEGTION5 SHALL BE USED AT ALL DUCT CONNECTIONS TO RTU`5, EXHAUST FANS, AND CABINET HEATERS, 22. DO ALL NECESSARY C IN6 AND ROUGH PATCHING. FINISH PAINTING, FINISH PATCHING AND POWER WIRING 15 BY OTHERS. 23. THE5E DRAWINGS INDICATE THE SIZE AND GENERAL LOCATION OF WORK. SCALED DIMENSIONS 5HALL NOT BE USED. ANY DIMENSIONS NOT SHORN 5HALL BE OBTAINED FROM THE ARCHITECTURAL DRAHINGS. FOR EXAGT LOCATIONS, HEIGHT, DOOR SWING, MOUNTING HE16HTc ETG, REFER TO ARCH ITEGTURAL DRAAINC75 AND DETAILS. 24. PRIOR TO STARTING ANY AORK, PURGHA5E OF EGUIPMENT, ETC. COORDINATE THE WORK WITH OTHER T P.ADES. GONFER WITH OTHER CONTRACTORS AHOSE WORK MIGHT AFFECT THIS INSTALLATION AND ARRAN6E ALL PARTS OF TH15 AORK AND EQUIPMENT OF OTHERS, WITH THE BUILDING CONSTRUCTION AND AITH ARCHITECTURAL FINISH. 25. DUGTAORK DIMENSIONS NOTED ON iDRAAIN6S ARE EXTERIOR DIMEN510N5 AND INCLUDE LINING 26. SMOKE DETEGTOR5 SHALL BE FIELD INSTALLED AND LOCATED IN THE SUPPLY AIR DUCT TO SHUT DONN THE UNIT'UPON ALARM. REMOTE INDICATOR ALARM AND KEY TEST 5AITGH STATION PROVIDED BY ELECTRICAL CONTRACTOR FOR EACH UNIT. SMOKE DETECTOR SHALL 13E HIRED TO THE FIRE ALARM SYSTEM BY THE ELEGTRIGAL GONTRAGTOR PER 51TE-5PEGIFIG CODE REQUIREMENTS. 21. INSTALL BOTTOM OF HORIZONTAL, EXPOSED DUGTAORK IN .SALES AREAS AS H164 AS POSSIBLE UP WITH -IN JOIST SPACE TO MAINTAIN MAXIMUM CLEARANCE, IF THIS 15 NOT ACHIEVABLE THEN ALL DUGT WORK SHALL BE DE516NED AND INSTALLED TIGHT TO BOTTOM O STRUCTURE TO MAINTAIN MAXIMUM CLEARANCE. BOTTOM OF DIFFUSERS SHALL BE MOUNTED AT I6-0" AFF (50 AS TO MAINTAIN CLEAR "LINE -OF -SIGHT" FROM MAIN VESTIBULE). IF THESE DIMENSIONS ARE NOT OBTAINABLE, GONTRAGTOR SHALL GOORDINATE EXACT HEIGHT AITH ARGHITEGT MOR TO ANY WORK. 28. INSTALL BOTTOM OF HORIZONTAL, EXF05ED DUCTHORK IN STOCK ROOMS AS HI6H AS POSSIBLE AITH DIFFU5ER5 EXTENDED DOWN TO 16-0" AFF. IF THESE DIMENSIONS ARE NOT OBTAINABLE, CONTRACTOR SHALL GOORDINATE EXACT HEIGHT WITH ARCHITECT PRIOR TO ANY WORK. 29. ALL EQUIPMENT SHALL BE UL LISTED. 30. CONTRACTOR SHALL 6UARANTEE ALL WORK AND MATERIALS FOR ONE YEAR, EFFECTIVE THE DAY THE PROJECT 15 ACCEPTED BY THE OMER. REFRIGERANT COMPRESSORS SHALL BE GUARANTEED FOR FIVE YEARS BY MANUFAGTURER. 31, INSULATE CONDENSATE DRAINS AITH-IN THE BUILDING WITH ONE-HALF (1/2") INCH THIGK MOLDEI FIBERGLASS HAVING TYPE A5J JACKET AND MANUFACTURED BY OAEN5-GORNINO FIBERGLAS COMPANY. REFER TO 5PEGiFIGATION5 FOR ALTERNATE MANUFACTURERS. 32. PERFORM ALL DEMOLITION WORK REQUIRED FOR PROJECT AND DISPOSE OF DEMOLITION MATERIALS IN A CODE APPROVED MANNER. REFER TO DRAAING H22. e ., r �S <� Design and construction documents as instruments of service 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 narned herein is strictly prohibited without expressed written consent of Herschmen Architects, Incorporated. Dale Issue OI/BO/2®i2 lD,i�ERMIT 9 JU INCCO) �" LU0 LL J' i , 00* Z LL (" C0 HERSCHMAN ORPORAT E❑ FL, LIC, AR95693 M&a 25001 EMERY ROAD, SUITE 400 CLEVELAND, CAH 44128DESIGN OF IVIECH NICAL, ELECTRICAL ASSOCIATES, INC, TEL {216) 223-3200 cl-IENRY AND PLUMBING EQUIPMENT RESTRAINT FAX (216) 223-3210 SYSTEMS FOR WIND FORGES SPECIFIC CONSULTING ENGINEERS www.herschmanarchitects.c®m FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC; OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44125 H.V.A.C. NOTES MANUFACTURER AND AS REQUIRED FOR Phone: 216 292-4696 ALL APPLICABLE CODES.SCHEDULES GONTRAGTOR MUST VERU=Y Fax: (216) 292-557�- ALL GLEARANGE5 AND E`i�all: MAILC4TMCHENRYASSOCIATES.COMH2O DIMEN51ON5 IN FIEL12 WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 m I PREFABRICATED INSULATED ROOF GURfi30 PREFADRIGATED ROOF CURB. SET ROOF CURD 11 MANUAL BALANGINC7DAMPER HITH LOCKING UM LO LY PLENUM FURNISHED UNDER DIV. 15, INSTALLED UNDER RM WffH DUCTED SUPPLY ON 5TRUGTURAL STEEL AND SHIM DEAD LEVEL. QUADRANT. REQUIRED ONLY AT UNITS KITH G DIV15ION 1. CONSULT ROOFING MFR. FOR 5EGURE ROOF GUR3 TO METAL DECK AND RTU 13RANGH DUGT5. 5EE GORED NOTE 10. ROOF TYPE AND GOORDINATE DE516N OF -,_ ROOF TOP UNIT TO ROOF CURET. ROOF TOP UNIT GURU HITH ROOFING REQUIREMENTS. LDUGT 1 NOT USED. TRANSITION TO CONNECTION SIZES IN DUG T RISE. REFER TO PLANS FOR SIZES. 1 FACTORY PROVIDED DRUM LOUVER PLENUM DIFFUSER (91 -PD) SYSTEM TO MATCH UNIT GFM. I" ACOUSTIC LINING IN 5l1PPLY AND RETURN AIR INSTALL DLPD SYSTEM A5 HIGH A5 POSSIBLE (� $ DUGTHORK FROM FAN DI HARGE To POINT AE30VE FINISHED FLOOR. AIR FLOW 15 NOT TO 1 INDICATED ON MEGHANIGAL DRAHIN65 (10'-0" BE BLOGKED DY RETURN AIR DUGTHORK OR 18 PROVIDE TAPERED GURD 19 EXTERIOR AN� INCLUDE D � PLANS ARE 3EAM5. 6 1 G AND/OR SHIMS TO MAKE TOP OF CURB DEAD LEVEL. � 1 � VENDOR X12 TO PROVIDE 311R%LAR DARS. 1 � 4� REFER TO STRUCTURAL DRAHIN65 FOR 61RDER Fz- �� BACKDi FT 0R BUIL7r-UP ROOFING I ®I I - 7 21 AND J015T LOGATION5, 5IZE5, AND DIREGTION. 15 SUPPORT DLPD FROM J015T MEMBERS, AS BUILT-UP ROOFINCe"-' \ 7 �1 MOTORIZED DA ROOF DECK 14 NECESSARY, U51N6 3/8 ALL THREAD. ROOF DECK ROOFING MEMBRANE I I STITCH WELD i I A5 CALLED FOR j 7 20 O PACK OPENING BETHEEN ROOF DECK AND COORDINATE HITH 5TRUGTURAL EN6INEER -- - - DUCTS, AND ENTIRE CURB CAVITY HITH PRIOR TO ANY HORK. 1 9 6 � -- 17 20 -------- 5A: 6 - - - �- FIBERGLA55 IN5ULATION. PROVIDE 3 ALT. 10 �_ � - - - - - - - - - - - - - - - - - - - - - - - - - 9 R.A. LAYERS OF 5/� G.H.B. AND I RIGID 16 TURNING VANES (TYPICAL). R.A. ---- --- -------- - - - -- ---- ---- -- - - -- - - 1015T5PAGE .�- I O ---- ------ ------ - ------ - 7_ -- INSULATION. SEAL AND STAGGER ALL SEAMS. J015T SPAG 1 � PROVIDE 5HEETMETAL ENCLO5L)RE AT DUCT 17 ADJUST RETURN AIR DUGT SIZE (MAINTAIN 11 F 16 MOUNT DUGTKORK AS PENETRATION OF METAL ROOF DECK TO MOUNT DUGTWORK AS INSULATION 11/2" X 1 I/2" X 3/16" ANGLE � � HIGH AS POSSIBLE. COVER UP AND HOLD INSULATION IN PLACE. RETURN AIRr. UC TUPA N 01 T 55PAGE.FIN NO 15 9 � MOI A5 POSSIBLE. MOUNT A5 HIGH /5EAL 130TTOM OF DUGT IRON ALL AROUND STITCH AS POSSIBLE, CASE SHALL RETURN AIR DUCT HLOGK AIRFLOW S.A. 0 o HELDED TO ROOF DEGK AND HATER TIC -CHT • 6 FIELD INSTALLED SMOKE DETECTOR IN SUPPLY FROM SUPPLY AIR PLENUM RE615TER5. CURB TO SIT ON TOP SLEEVE AIR DUCT OF RTU TO SHUT DOHN RTU UPON 13 5EAL BOTTOM OF METAL DECK „ DUGT HATER TIGHT JL I/4THICK STEEL SLEEVE, HEEDED ALARM. 1 � 2 RIGID IN 5ULATION. �, BOLT THROUGH GUR3 HITH AT SEAMS, HITH 3/4" DBA. BARS GARRIA6E BOLT5 AND HEX NUTS. ON MAX. 6" CENTERS, BOTH HAYS, CONDENSATE DRAIN HITH CLEANOUT AND DEEP 1 ROOF FLASFIING. PROVIDE LOCK KA5HER5 AT HEAD HELPED TO SLEEVE GENERAL NOTES: 5EAL TRAP. REFER TO DETAIL ON TH15 NOTE: 30TTOM OF RETURN AND DOLT. PROVIDE FENDER A. HVAG GONTRAGTOR SHALL COORDINATE ROOFTOP UNIT LOGATION5 HITH STRUCTURAL DRAHIN65. DRAHIN6.2G REMOVE ANY EXI5TING 5TRUG'TURAL ERAGINC, AIR DUG SHALL NOT BE HA5HER AND DOUBLE NUTMAM NUT CONNECTION TO A5 REQUIRED TO INSTALL RETURN AIR LOAER THAN I30TTOM OF SLIP ON BOTTOM. PROVIDE E30LT5 ON 24" DUCTWORK, ALL AROUND. B. HVAG CONTRACTOR SHALL COORDINATE ALL ROOF OPENINGS HITH STEEL FRAMING AS 5HOHN ON STRUCTURAL DRAHIN6 - GRILLE 51ZE GA5 CONNECTION HITH GA5 COGK, UNION AND DUG UP IN J015T SPACE AND PROVIDE CENTERS, ALL AROUND, MIN. (�) FIELD VERIFY CONDITIONS. SECURITY BARS SHALL BE PROVIDED IN ALL OPENIN65 THRU ROOF. SECURITY BARS SHALL BE 15 DIRTLE6. REFER TO PLUMBING ROOF PLAN FOR ANY NEW STRUCTURAL GING AS REQUIRED, BOLTS PER SIDE, ALL HARDHARE TO EXHAUST DUGTHORK 3/4" RIBBED TOOL RESISTANT STEEL BARS ON 5" CENTERS INSERTED THRU 2 1/2°`H x 3/6°` THIGK HORIZONTAL BARS ON 12" 2 _ 6A5 PIPE SIZES. COORDINATE REMOVAL AND ADDITION OF EE 5TAINLE55 5TEEL. CENTERS. 5TRUGTURAL BRAGING WITH 5TRUGTURAL FLEXIBLE CONNECTION (TYPICAL), EN61NEER PRIOR TO ANY HORK, G. SEAL ALL DUCTWORK OPENINGS HITH NON- HARDENING MASTIC. 1 p BRANCH DUCT IN JO15T 5PAGE - SEE PLANS 21 RETURN AIR RE615TER, 6-2. D. DUGTHORK TO BE MOUNTED UP HITH-IN JO15T 5PAGE WHENEVER POSSIBLE. IF PUGTHORK GAN NOT BE MOUNTED UP HITH IN FOR LOGATION5 AND 51ZE5. JOIST SPACE, THEN BOTTOM OF EXP05ED DUGTHORK TO BE A5 FOLLOWS: - 5ALE-5 FLOOR: AS HIGH A5 P0551BLE AT A MINIMUM HEIGHT OF IT -O" RETURN AIR 6'RILLE 50% TONS GRILLE 51ZE GRILLE QUANTITY 11.5 6Ox1a 2 15 54xIb 2 13 4bxIb 2 10 36x1b 2 BAR 1015T. - STOCK ROOMS: AS HI6H AS POSSIBLE I ROOF TOP EXHAUST FAN CURB � � � � � � NG � DETAILS �E GRILLE SIZE 15 RASED ON MINIMUM OF 24°' E. FACTORY PROVIDED DRUM LOUVER PLENUM DIFFUSER (DLPD) SYSTEM SHALL 3E INSTALLED TIGHT TO BOTTOM OF BEAMS DEEP RETURN AIR DUGT. SCALE: NONE SCALE: NONE H2.1 AND AS HIGH A5 POSSIBLE ABOVE FINISHED FLOOR. BOTTOM OF DRUM LOUVER PLENUM DIFFUSER (PI -PP) SYSTEM SHALL H�.I NOT BE INSTALLED H16HER THAN 16'-0". AIR FLOW 15 NOT TO BE 3LOGKED EY RETURN AIR DUGTHORK OR BEAMS. PREFABRIGATED INSULATED ROOF CURB UNIT CONDENSATE GONNECTION THREADED CLEANOUT GAP (TYP) GONDEN5ATE PIPE 51ZE5 TONS PIPE 51ZE O-5 1°' 6-30 1-I/4" 31-50 1-1/2" 51-110 2' FURNISHED UNDER DIV. 15, INSTALLED UNDER \� DIV15ION 1. GON5ULT ROOFIN6 MFR. FOR ROOF a <� NOTE5: TYPE AND COORDINATE DE516N OF CURB HITH ,° o I. SUPPORT DLPD FROM J015T ROOFING REQUIREMENT5. o MEMBERS, AS NEGE%ARY, U51% 30' ALL THREAD / TRAN51TION DUGTHORK HITH HURRICANE CLIFF DETAIL 2. INSTALL DLPD IN ACCORDANCE H1 I AGOU5TIG LINER. UNIT SCALE: NONE MANUFACTURERS INSTALLATION STAINLESS STEEL IN5TRUGTION5. -EXTEND GONDEN5ATE OR U5E GONNEGTION SIZE, 5ELF-TAPPING RIGID INSULATION DRAIN AS INDIGATED HHIGHEVER 15 LARGER 5GREH5, (4) INSIDE 3. FIELD S MAY 3E REQUIRED MAIN DUGT OR ON DRAKING H4.0 AND (4) OUT51PE FOR BALANCING. BRANCH PER CLIP 4. INSTALL DLPD AS HIGH AS MANUAL VOLUME A F7 POSSIBLE AND TIGHT TO BOTTOM � � DAMPER PROVIDE STAINLESS STEEL HURRICANE CLIPS AND OF BEAM. PROVIDE TRANSITION INSTALL PER MANUFACTURER'S INSTRUCTIONS. DUG BETHEEN RTU AND - IN5TALL (3) EACH LONG 51PE OF EACH UNIT (I EACH DLPD A5 REQUIRED. FLEX DUGT EXCEPT -� 51DE OF UNIT ON EXH. FANS). SEE HURRICANE CLIP IN EXT' AREAS ROOF 4_7 DETAIL A13OVEROUND SHEET METAL DUGT TO 5HIM5 TO MAKE ) DIFFU5ERUNLE951NDIGATED - - -- - - - - PROVIDE TAPERED CURB AND/OR INSULATION O 15E (5EE PLANS FOR SIZE ------------------------------------ - -- --- TOP OF GUR3 DEAD LEVEL. -- ��-�-�Q-13�DEEf, PER GODS °�' O OADAPTOR IF -- _.- I� FIND INSULATION- CONDENSATE DR - CURB MANUFAG S STEEL AN6LE HURRICANE CEILING PIPING SYSTEM TO 3EO 13E CURB REINFORGIN6 FRAME,. FULL PERIMETER. 2 X SCHEDULED 80 UV RATED GURB -10 51T ON TOP 2" ANGLE. IN5TALL PER CURB MANUFACTURER'S PVC. DO NOT INSULATE OF METAL DEGK IN5TRUGTION5 CEILING GRID A30VE-ROOF CONDENSATE AL BOLT THROU6H CURB REINFORGIN6 ANGLE KITH LAY -IN SUPPLY DIFFUSER LOGATE IN PIPING. GEILNG KITH OPPOSED PLACE DAMPER CARRIAGE BOLTS AND HEX NUTS. PROVIDE LOCK FOR VOLUME CONTROL FROM FAGE HASHERS AT HEAD AND BOLT. PROVIDE FENDER HASHER AND DOUBLE NUT/JAM NUT ON BOTTOM. DRUM LOUVER PLENUM DIFF51kR (DLPD PROVIDE BOLTS ON 24" CENTERS, ALL AROUND, MIN. TO MATCH RTU 51ZE. (3) 3OLT5 PER SIDE. ALL HARDHARE TO 3E 5TAIRLE55 STEEL. NOTE: COORDINATE ALL ROOF OPENIN65 HITH STEEL FRAMING AS 5HOWN ON STRUCTURAL PRAHING. FIELD VERIFY GONDITION5. PROVIDE 5EGURITY BARS IN ALL OPENINC75 THRU ROOF. _"�ROOF TOP A/C UNIT CURB (�:K)CONDENSATE TRAP AND SPLASH BLOCK DETAIL (4IL L I CEILINGI IL H2.1 %ALE: NONE H2.1 5GALE: NONE H2.1 5GALE: NONE 112.1 5GALE: NONE ROOF PIPE 5UPP09T AS MANUFACTURED BY MIR® INDU5TRIE5, "PIH OH BLOCK" PIPE STAND. MODEL PIPE SUPPORT SPAGING SHALL #3-R STAND HILL. AGGOMODATE PIPE UP TO 3" IN BE PER CODE REQUIREMENTS. DIAMETER: MODEL #4 -RAH, ROLLER TYPE, FOR SIZES TO 4". MODEL #6 -RAH FOR PIPES UP TO 6" DIAMETER. FOR INFO: I -600--1`6b-6810. 5TAINLE55 STEEL - CLAMP. STRUCTURE PATE PIPE SEAL, HITH ALUM. BASE HITH 5" "`-SUPPORT RODS FLAN6E. PATE PVC STEPPED PVG FLEXIBLE GONNEGTION - MASTICS __- - BOOT. - TYPICAL. ROOF MEMBRANE BASE FLA5HIN6 PIPE GLAMP, GONNEGT TO SUPPORT HITH I/2" x 10 ---- - --- - - - - -- 57FAINLE55 STEEL 5GREH5, - ------ - -- -- -- - -- OVER51ZE CLAMP TO ALLOW EXHAUST FAN MASTIC __ - -- - - - -- -- PIPE TO EXPAND AND CONTRACT. DECK INSULATION FAN DI5GHAR6E ROOF DECK FAN INLET DUGT. VIBRATION 150LATION DUGT. TRANSITION AS TRAN51TION AS HAN6ER5 REQUIRED TO FAN PIPE NYLON FRICTION A35ORBIN6 REQUIRED TO FAN GONNECTION. ROLLER. CONNECTION. ® PROVIDE EXTRA LAYER OF ROOFING MATERIAL DELON PIPE SUPPORT. -C IN-LINE I b IPE ROOF PENETRATIONI G ILNOT USED H2.1 SCALE: NONE H2:1 SALE: NONE H2.1 SCALE: NONE H2.1 5GALE: NONE EXHAUST FAN. POHER HIRIN6 BY DISCONNECT 5HITGH. DIVISION 16. 14" HIGH PREFABRICATED 31RD 5GREEN. INSULATED ROOF CURB. REFER TO EXHAUST FAN CURB DETAIL ON SECURE FAN TO CURB TH15 DRANINC7. HITH 5GREH5 OR LAGBOLT5. k ROOFIN6 MEMBRANE. ROOF INSULATION. SECURITY DUGT BARRIER, MODEL 5DB BY T UTTLE AND BAILEY. EXHAUST DUCT, SEE PUNS FOR SIZE. SLIP CONNECTIONS TO BARRIER MODULE. WND DATA m&a ROOF OPENIN6 DY 6.6. (51ZE VARIE5. DESIGN OF MECHANICAL, ELECTRICAL REFER TO DRAHIN6 H4.0 FOR ROOF AND PLUMBING EQUIPMENT RESTRAINT McHENRY & ASSOCIATES, INC. OPENING 5IZE5 AND COORDINATE KITH SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS STRUCTURAL DRAHIN65). FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 II I2 I MANUFACTURER AND AS REQUIRED FOR Phone: 216 292-4696 ALL APPLICABLE CODES. H2.1 SCALE: NONE H2.1 SCALE: NONE G®NTRAGTOR MUST VERIFY Fax: (216) 292-574 ALL GLEARANGE5 AND Email: MAIL@MCHENRYASSOCIATES.COM DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 as.sstam� wggy . $ a _J Design and construction documents as Instruments of service are given I n 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/.201 BID/PERMIT w w M Drawn By: MId Project No.: -- 15101.00 A.0DETAILS H2ml M. e ° GENERAL DEMOLMON NOTES, A. CONTRACTOR SHALL VISIT 51TE PRIOR TO SUBMITTING BID AND BE FAMILIAR WITH ALL ME AL SYSTEMS. PERFORM ALL ELBOW WNH ACOUSTIC DEMOLITION NORK REQUIRED FOR PROJEGT AND DISPOSE OF DEMOLITION MATERIALS IN A CODE APPROVED MANNER. THE INTENT AFFOL LIED rQ IS THAT ALL EXI5TING SYSTEMS SERVING T11E NEA: DICK'S 5PORTIN6 GOODS 5PA:CE SHALL BE REMOVED AND THAT ALL EXISTING SYSTEMS SERVING THE UPPER LEVEL LANDLORD AREAS AND LOWER LEVEL SHALL REMAIN. EXISTING SYSTEMS ARE TO BE T f MODIFIED AS REQUIRED FOR NEN DEM151NG WALLS. (NOTE #I) DOUBLE 5IN16LE BRAWH B. CONTRACTOR SHALL 0I5GONNEGT, DISASSEMBLE, GAP, PLUG AND REMOVE ALL PIPING, DUCTS AND EQUIPMENT INDIGATED ON THE TAC 1NG5 OR NOT REQUIRED FOR THE PROJEGT. ALL OPENINGS ON PIPING AND DUGT5 THAT REMAIN SHALL BE GAPPED AND T T PROPERLY SECURED. VERIFY ALL DEMOLITION IN FIELD, TO 45® - TCFF 45- T MVDnow MVD C. DEMOLITION NORK INGLUDE5 THE REMO'V'AL OF ,ALL UNU5ED RANGERS, CONTROL HIRING, DUCTHORK, PIPING, ETG, ALL PIPING SHALL BE REMOVED BAGK TO ACTIVE MAINS AND GAPPED NATERTIGHT. FLOORS, KALL5 AND GEILINGS SHALL BE PATCHED TO MATCH TO EXISTING IN EXI5TING AREA TO REMAIN, OR PATCHED AND AR --D FOR NEW FINISH IN AREA TO BE REMODELED. TAKE -OFF D. PATGH ALL HOLES IN HALLS, CEILINGS AND FL 5 THAT RESULT FRONT THE DEMOLITION ARK TO MATCH THE EXISTING FAGS TO TRANSnM EDDFINISH. ROM 50---2 BRANGH To 7 E. THIS GONTRAGTOR SHALL CAOORDINATE TIMES TO WORK IN SPECIFIC, AREAS OF THE EXISTING BUILDING WITH THE OWNER'S PROPORTION REX&E DUCT DIFFUSER REFRE51EMATIVE. IF AFTER HOURS WORK 15 REQUIRED ALL PREMIUM TIME SHALL BE INGLUDED IN BID. %Q F. OWNER SHALL. DESIGNATE ANY ITEMS TO BE 5ALVA6ED BY CONTRACTOR PRIOR TO ANY DEMOLITION. ANY EQUIPMENT DESIGNATED BY OANER TO BE SALVAGED SHALL BE PROTEGTED AND DELIVERED TO OWNER ON SITE. MAX. LENGTH = 48 N07t5: G. DEMOLITION TO BE DONE IN A MANNER SO AS NOT TO DAMAGE ADJAGENT TENANTS AND NOT AFFECT THE OPERATION OF SY5TEMS MANUAL TO REMAIN IN USE. ANY ITEM TO REMAIN THAT 15 DAMAGED BY THE: CONTRACTOR SHAD BE REPLACED AT THE GONTRAGTOR'5 I. DASHED LINE INDIGATES I" INTERIOR EXPENSE. ACOUSTIC LINING UNLE55 OTHERHI5E AFF ABOVE FINISHED FLOOR DAMPER INCLUDES LINING. D. TSIZE 15 EXTERIOR AND H. CONTRACTOR SHALL REPAIR ANY OFENIN65 IN FIRE RATED GONSTRUGTION CAUSED BY THE DEMOLITION WORK TO MATCH EXISTING ATV AIR TRANSFER OUGT 6-2, HALL DUCT SLEEVE. CONSTRUCTION AND MAINTAIN FIRE RATING. GRILLE B' BOTTOM OF TYP. (2) AIR TRANSFER DIST OPENING L NOT ALL EQUIPMENT 15 5HOWN, HOWEVER IT 15 THE INTENT OF THIS CONTRACT THAT ALL EQUIPMENT NOT INDIGATED TO BE REUSED SHALL MATCH GRILLE SIZE. OR NOT REQUIRED TO BE REUSED FOR TH15 PROJECT, SHALL BE REMOVED. ALL GENERAL NOTES SHALL APPLY FOR REMOVAL GD GEILING DIFFUSER REFER TO DRAINING HID FOR AND PATCHING. GRILL SIZES. GFM GUBIG FEET PER MINUTE NOTE: INSTALL F. MEGHANIOAL GONTRAGTOR SHALL REMOVE AND RECLAIM ANY REFRIGERANT IN EXISTING 5Y5TEM5 PRIOR TO DEMOLITION OF ANY GRILLE EQUIPMENT ACCORDING TO FEDERAL REQUIREMENTS. CONN. CONNECT i CONNECTION BLADES ANGLE G-2, HALL HALL UP ON FADE GRILLE G. FOR All ROOFTOP EQUIPMENT TO BE REMOVED, GONTRAGTOR SHALL REMOVE EQUIPMENT, PATCH, AND REPAIR ROOF AND DECK GORR. GORRIDOR WALL TYP. (2) TO MATCH EXISTING CONDITIONS, INCLUDING INSULATION. ALL ROOFING SHALL BE BY O ROOFING GO TOR AND CUH CABINET UNIT HEATER�TYPICAL DUCT PAID FOR BY H.V.A.G. GONTRAGTOR TO MAINTAIN ROOF WARRANTY. DIA DIAMETER (� SCALE: NONE DEG DEGREES DLPD DRUM LOUVER PLENUM DIFFUSER SYSTEM j ECTM MEW 1 VM DHC, DRANINO L�A2 EA EXHAUST AIR EER ENERGY EFRGIENGY RATIO C,-2, WALL DIKT SLEEVE. GRILLE OPENING EF EXHAUST FAN ABOVE AIR TRANSFER DL T OPENING GEILING SHALL MATCH GRILLE SIZE. EFF, EFFICIENCY REFER TO DRAWN& HID FOR GRILL SIZES. E.S.P. EXTERNAL STATIG FREE MOTE: INSTALL GRILLE 50 EXH. EXHAUST BLADES ANGLE GEILINGG-2 5TRUGTURE UP ON FAGE HALL G GRILLEHALLWALL GRILLEI RODS HP FRSE POWER SUPPORTFLEXIBLE CONNECTION HT'G HEATING KH KILOWATT5 FAN DISCHARGE VIBRATION DUCT. TRAN5ITION AS LD LINEAR DIFFUSER A TI ISOLATION EXHA U5T FAN REQUIRED TO FAN HANGERS GONNEGTION. MBH THOUSAND BTUMC3IJR a MVD MANUAL VOLUME DAMPER OA OUTSIDE AIR yn L/ LING INDICATES 1/2" - PUGT MAX GFM 6-2, WALL TVP, TYPICAL UH UNIT HEATER RO ROOF OPENING ACOUSTIC LINING 350 12"x 10" 350 CEILING CEILING MLLE GEILING (INHERE 0P. WT. OPERABLE WEIGHT ATP -3 A -ID -3 24"X 10" 100 CEILING GRILLE WALL PROVIDED HITH FAN APPLICABLE) SP STATIC PR SL RE TYPE G-2 OR 3 C,-2, OR 3 � G-2, OR 3 ® HALL GRILLE DETAIL'-��CEILING EXHAUST FAN PRE55. PRE55URE I TYRE 6-2 SIZED 2411X Ib" I 1400 A N VIEW PLAN MEW H2.2 5 -ALE: NONE T'5TAT THERMOSTAT A5 INDICATED. - MAX GFM RA RETURN AIR 6-2, WALL TVP, TYPICAL UH UNIT HEATER RO ROOF OPENING " W.�L --\ � GRILLE 350 RTU ROOFTOP UNIT CEILING a4% la, I�°x i4°l0 24"X Ib" ATP -3 A -ID -3 INDICATES 1/2" SA SUPPLY AIR CEILING GRILLE WALL SP STATIC PR SL RE TYPE G-2 OR 3 C,-2, OR 3 � G-2, OR 3 DETAIL'-��CEILING EXHAUST FAN 5R SUPPLY REGISTER A N VIEW PLAN MEW H2.2 5 -ALE: NONE T' TOP OF T'5TAT THERMOSTAT DUGT MAX GFM A TVP, TYPICAL UH UNIT HEATER DASHED LINE 12"x f 0" 350 a4% la, I�°x i4°l0 24"X Ib" 1400 INDICATES 1/2" UL UNDERTIRITERS LABORATORY AGOUSTIG LININIG GG &ENERAL CONTRACTOR FFG FIRE PROTECTION GONTRACTOR GEILIN& WALL ATD-4 PG PLUMBING CONTRACTOR MC MECHANICAL GONTRAGTOR CEILING GRILLE ATD-4 EG ELECTRICAL GONTRAGTOR TYRE 6-2, 3 OR b C,-2 OR 3 6-2 0R 3 G LON PRESSURE GAS PIPING RP6-2# REGULATED 2 PSI GAS PIPING - A A 4 PLAN WW 'X` OR — — — — — EXISTING TO REMAIN 'XR' 0R — EX15TING TO BE REMOVED 'XA' OR — — — — — EXISTING TO BE ABANDONED IN PLACE C,-2,- GRILLE XRT-' EXI5TIN6 TO BE RELOCATED TYP' (2)AIR TRANSFER DIST OPENING 'XNIL` OR EXISTING, RELOCATED, 5HOWN IN DLrT 51ZE TO SHALL MATCH GRILLE SIZE. NEN LOCATION MATGH C-RILLE SI REFER TO DRAWING HID FOR INSTALL SUPPLY REGISTER GRILL SIZES. DIREGTLY INTO SIDES OF GO -2 5EN50R TO BE FURNISHED BY MG. �� NOTE: IN5TALL SUPPLY AIR DUCTS. 2 INSTALLED AND WIRED BY EG. DA5HED LINE GRILLE 50 NOVAR GLOBAL HUMIDITY REFER TO INDIGATE5 If2" 5LADE-5 G-2, HALL AGOU5TIG LINING CEILING ANGLE UP ON GRILLE ELEGTRIGAtL PH05 FOR DETAILS. FACE WALL TYP. (2) L_ENNOX HUMIDITY SENSOR. REFER TO HALL H �k- — -- ELECTRICAL DA65 FOR DETAILS. ATD-5 IT NOVAR INDOOR TEMPERATURE SENSOR. REFER TO ELEGTRIGAL DHG5 FOR DETAILS. NOVAR TEMPERATURE SENSOR. REFER TO A A N VIEW ELECTRICAL i7YdG5 FOR DETAILS. 5 I INSTALLATION THERMOSTAT. FURM5HED BY MG. INSTALLEDGRILLE ON AND WIRED BY EG. — SALES FLOOR SCALE: NONE INDIGATE5 GORED NOTE I � DISPLAY ROOM ®J' GEILING MD -X MOTORIZED DAMPER, 120 VOLT I ' DUG T AORK IN C,-2, 12x12 PLASTER FD `UL' LISTED FIRE DAMPER WITH DUCT I AGOU5TIG - ATP -6 AGGE55 DOOR LINING DUGT DROP DUGT SMOKE DETEGTOR TO SHUT DOWN UNIT i NOTE L UNDER ALARM. DETEGTOR SHALL BE GRILLE IN LOGATED, INSTALLED AND HIRED A-5 - D15PLAY ROOM NOTE 3. NOTE 2. INDIGATED ON FLOOR PLAN AND FLOOR 5PEGIFIGATION5. ALL HIRING TO BE IN CONDUIT PER N.E.G. I I NOTE 1. UNDERCUT DOOR., REFER TO ARCHITECTURAL I I — UG DRAbNINC-S. I I LOUVERED DOOR, REFER TO ARCHITECTURAL NOTE 2. LD D INGS. X 5GUARE FEET OF FREE .AREA. NOTA 3. X.XX* F.A. NOTES FOR ALL AIR TRANSFER DUCTS: LP, A. 5EAI- VOID BETWEEN HALL AND ALL IAJGT PENETRATIONS AIRTIGHT. X EQUIPMENT 7A5 B. AGOUETIG LINE AIR TRANSFER DUGT5 WITH 1/2" AGOUSTIG LINING, X DUCT DIMENSIONS ARE EXTERIOR ANI? INCLUDE LINING. NOTES- DUCT ALL GRILLES SHALL BE FURNISHED HIT 14 FRAMES COWATIBLE HITH L ANGLES SHALL 3E A MINIMUM OF I-I/2xl-I/2xl/8. FASTEN TO COLLAR ONLY W✓ 1/4" DIA. HALL OR CEILING GO'NSTR.UGTION NUTS BOL -15. ANGLES REQV ON ALL FOUR SIDES OF WALL OR FLOOR SLAB. (TVP. ALL ONE (1) HOUR TIMER HALL 5HITGH. FLRN15HED BY MG, D. REFER TO MECHANICAL FLOOR PLANS FOR MOUNTING HEIGHTS OF ALL FIRE DAMPERS) INSTALLED AND WIRED BY EG. HALL MOUNTED GRILLES. E. HHEN GRILLE 15 ABOVE l0' -O" A.F.F. INSTALL GRILLE SO BLADE5 2. COLLAR GAUGES SHALL GONFORM TO SMACNA 57D5. (iYP. ALL FIRE DAMPERS) ANGLE UP ON FACE. F, ALL &RILLES ON SALES FLOOR SHALL BE INSTALLED ABOVE PAINT 5. USE SLIP JOINT CONN. AS RECOMMENDED BY 5MAGNA. (TVP. ALL FIRE DAMPER5) BREAK LINE UNLESS INDICATED OTHERWISE ON FLOOR PLAN. 4. PROVIDE AN AGGESS DOOR IN PUGTNORK FOR EACH DAMPER FOR AGGE55 TO FUSIBLE LINKS. GONTRAGTOR SHALL A-55URE ACGE55 THRU GEILING AND 5TRUGTURE; WIND DATA M&a DESIGN OF MECHANICAL, ELECTRICAL McHENRY � ASSOCIATES, INC. AND PLUMBING EQUI, MENT 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: 216 292-4396 (7'�HVAC LEGEND 2 I & I ALL APPLICABLE CODES. Fax: �216� 2�2-5874 H2.2 SCALE: NONE H2.� SCALE: NONE �.2SCALE: NONE I G®NT GT®R 1�UST 1lE�IFi I ,,� �.. �n��� ee E il: �.._..._ ALL GLEARANGE5 AND Email: MAIL@MCHENRYASSOCIATES.COM -- it ------- 0 aa, semeaa® 7 9 0� use :v*` n '> ♦,..r' 3 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 71 ssue 01/5012012 ID/PERMIT g Drawn By: Project No,: i rn1d L. LI V. 1-111Z70Vv 0 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 220-3200 FAX (216) 223-32103 www.hersohmanarchltects.com 112 U OE- _ - C 3.8 C3. 4.4 (4.�) 4),6 5 0_, 5 (5-9 6-1 6.2 6.7 6.8 647 p — — — C9 10 LLJ W- MAINTAIN EXISTING ROOFTOP F-1 -1 UNIT AND A550GIATED AIR \ 'X' - MAINTAIN EXI5TIN6 ROOFTOP `– DISTRIBUTION SYSTEM 5ERVIN6 UNIT 5ERVIN6 UPPER LEVEL. \\ LOWER LEVEL. MODIFY DUCT MAINS REMOVE EX15TING AIR AS INDICATED ON DRAWING HI.O. I I \ I D15TRIBUTIDN FROM THI5 UNIT / \ THAT 15 LOCATED WrITH-IN THE — --- — — �- — — — — — — — — -� — — — — — — — — — — _ DICK'S 5PORTIN6 GOODS SPACE. I MODIFY EXI5TING AIR I I I B SERVE LANDLORD AROEAI AND I I I 2. CONTRACTOR TO FIELD L ——-----------� VERIFY ALL EXI5TING CONDITIONS — — I I I I 'X' - PRIMARY AND 'X' - PRIMARY A 'X' - PRIMARY AA FOR MODIFICATIONS. � 0 SECONDARY ROOF �l — SECONDARY ROOFSECONDARY ROO X'- PRIMARY A - — — SECONDARY ROO F3RAIN5 — 31 — RTU ON ROOF — RTU ON ROOF I I I 2 17.5 TON GOOL1 N6 I I I RTU � 13 TON CODLING I I � I OOP. NT. = 310OR XX OP. NT. = 2700# 31 13 TONX X_L DP. NT. = 2700# W- MAINTAIN EXI5TING ROOFTOP UNIT AND A55OGIATED AIR I I Al DISTRIBUTION 5Y5TEM 5ERVIN6 I `XR' - REMOVE EX15TIN6 ROOFTOP I LONER LEVEL. )11 UNIT AND ASSOCIATED AIR I I DI5TRI6UTION 5Y5TEM, INGLUDIN6 GURB, 5UPPORT5, PIPING, EGT .e �. m SERVING UPPER LEVEL. PATCH JI I I ROOF TO MATCH EXI5TIN6, 31 INGLUDIN6 INSULATION. I I I I RTU ON ROOF 5 15 TON GOOLIN6 XX OP. W. = 2a00# LL �J — Q — I rRTA ON ROOF 15 TON GOOLING OP. NT. = 2700# CONTRACTOR SHALL COORDINATE EXACT LOCATION OF NEN ROOFTOP UNIT KITH EXISTING ROOFTOP UNIT. CONTRACTOR SHALL MAINTAIN ALL SERVICE — — — — — — — — — — — _ — CLEARANCES, NEN AND EXI5TING, PRIOR I TO ANY NORK, NOTIFY ARCHITECT AND I ENGINEER IF UNIT NEED5 TO SHIFT DUE TO I— I I I EXISTING ROOFTOP UNIT SERVICE RTU ON ROOF7 13 TON COOLING — — — CLEARANCES. OP. AT. = 2-100# W- MAINTAIN EXI5TIN6 ROOFTOP UNIT AND A550GIATED AIR D15TRIBUTION 5Y5TEM 5ERVIN6 LONER LEVEL. MODIFY DUCT MAINS A5 INDICATED ON DRANIN , HI.O. o 'X' - PRIMARY AND X'- PRIMARY A SECONDARY ROOF 5EGONDARY ROOM DRAINS rm -- �� ---- DRAIN5 n� 'XR' - REMOVE EXI5TIN6 ROOFTOP I UNIT AND A55.0GIATFD AIR DISTRIBUTION SYSTEM, INGLUDINI5 GUR5, 5UPPORf5, PIPING, EGT 5ERVI NG UPPER LEVEL. PATCH I ROOF TO MATCH EXI5TIN6, I I INGLUDIN6 INSULATION. L I I i I I I I I I I I I I I RTU ON ROOF -4T '15 TON COOLING OP. NT. = 2go0# I I I I I I I I I I EF 2 ON ROOF I I I I r N-1 X RTU ON ROOF I 10 TON COOLING — OP. NT. = 1750# RTU ON ROOF IX I 7.5 TON GOOLI NG OP, NT. = 1750# I I I W- PRIMARY ANDJIIC SECONDARY ROOF I DRAIN5 EF -- 3 'XR' - REMOVE EXI5TIN6 ROOFTOP UNIT, ON ROOF INGLUDIN6 CURB, 5ERVIW UPPER LEVEL. @)13 REMOVE EXI5TIN6 AIR V15TRIBUTION ON ROOF I FROM THIS UNIT THAT 15 LOCATED TON COOLING KITH -IN THE DICK'S 5PORTIN6 60OD5 X OP. NT. = 2700# SPACE. MODIFY EXI5TIN5 AIR 015TRIBUTION LOCATED KITH -IN ,I X LANDLORD AREA 2 AS REQUIRED AND TIE INTO EXISTING ROOFTOP UNIT SERVING LANDLORD AREA I. CONTRACTOR TO FIELD VERIFY ALL EXI5TINC CONDITIONS FOR MODIFICATIONS. 'X' - MAINTAIN EXISTING EXHAU5T FAN 5ERVIN6 LONER LEVEL RE5TROOMS. I FIELD VERIFY EXACT LOCATION. 11 H-VI.A.C. A. GONTRAGTOR SHALL GONFIRM EXACT LOCATION OF ROOFTOP UNITS ON ROOF WITH STRUCTURAL ENGINEER. 5EGURE ROOF CURBS TO ROOF 5TRUGTURE AND FASTEN UNITS TO ROOF GURE5.501M GURB5 AS REQUIRED 50 UNITS 5ET5 DEAD LEVEL. PROVIDE GURI35 GOMPATIBLE KITH ROOFING 5Y5TEM. INSTALL SUPPLEMENTAL 5UPPORT 5TEEL AS REQUIRED TO FRAME OPENING5 AS DIRECTED BY 5TRUGTURAL ENGINEER. GUT OPENING5 ROOF FOR DUGT CONNECTIONS. PROVIDE FLEXIBLE GONNEGTIONS AT UNIT SUPPLY AND RETURN GONNEGTION5. OFFSET AND TRANSITION 5UPPLY AND RETURN DUCTWORK AS REQUIRED TO AVOID 5TRUGTURE. B. INSTALL GONDEN5ATE DRAINS WITH DEET' SEAL TRAP AND CLEANOUT. EXTEND CONDENSATE PILING FROM EACH ROOFTOP UNIT AND TERMINATE AT ROOF DRAIN KITH AIR GAP. GOMBINE GONDEN5ATE PIPING FROM ROOFTOP UNITS AS NEEDED. - REFER TD DRANIN6 H2.1 FOR DETAILS FOR CONDENSATE PIPE SIZES. COORDINATE ROOF DRAIN LOCATIONS AND EXAGT GONDEN5ATE PIPE ROUTING IN FIELD KITH 6A5 PIPING AND OTHER EQUIPMENT. G. GUTTING OF ROOF, INSTALLATION OF CURBS, AND PATCHING OF ROOF SHALL BE BY ONNER'S ROOFING CONTRACTOR AND PAID FOR BY H\/AG CONTRACTOR TO MAINTAIN ROOF NARRANTY. D. ROOF GURB5 SHALL HAVE A 13A5E THAT FITS SLOPE OF ROOF A5 REQUIRED. TOP OF GURB SHALL 13E LEVEL. 5EE ARCHITECTURAL / STRUCTURAL PLANS FOR SLOPE AND 5TRUGTURE INFORMATION. E. ALL ROOF TOP EQUIPMENT SHALL 13E LOCATED A MINIMUM OF 10'-O" ANAY FROM THE ROOF'S EDGE. F. MAINTAIN A MINIMUM 10'-0" BETNEEN OUTDOOR AIR INTAKE5 AND EXHAUST FAN D15GHAR6E AND PLUMBING VENTS, ETC. FIELD COORDINATE. 6, ALL EQUIPMENT SHALL 13E LABELED AGCORDIN6 TD NUMBERIN6 / IDENTIFICATION 5YSTEM PER PLANS. H. COORDINATE EXACT LOCATION OF ALL ROOF MOUNTED EQUIPMENT KITH 5TRUGTURAL PLANS, 5PECIALLY-DE516NED J015T5, ETC. I. CONTRACTOR SHALL REMOVE ALL EXISTING ROOFTOP EQUIPMENT A5 INDICATED AND NOT REQUIRED FOR THI5 PROJEGT LOGATED OVER THE DIGK'5 5PORTIN6 GOODS TENANT 5PAGE, INGLUDIN6 ROOF GURB5. NOTE THAT ALL EQUIPMENT MAY NOT BE SHOW. CONTRACTOR SHALL REMOVE EQUIPMENT, PATCH, AND REPAIR ROOF AND DECK TO MATCH EXI5TING GONDITION5, INGLUDIN6 INSULATION. ALL ROOFING V40RK 5HALL BE BY OWER'S ROOFING CONTRACTOR AND PAID FOR BY H.V.A.G. CONTRACTOR TO MAINTAIN ROOF NARRANTY. J. REFER TO DRAINING, H2.2, H.V.A.G. GENERAL DEMOLITION NOTES FOR ADDITIONAL INFORMATION ON EQUIPMENT AND 5Y5TEM5 TO BE REMOVED. K. GONTRAGTOR 5HALL MAINTAIN ALL EXI5TIN6 ROOFTOP EQUIPMENT REQUIRED FOR THE LONER LEVEL AND LANDLORD AREAS ON THE UPPER LEVEL. NOTE THAT ALL EQUIPMENT MAY NOT BE 5HOAN. GONTRAGTOR SHALL FIELD VERIFY ALL EXI5TING I u EQUIPMENT THAT 15 REQUIRED TO REMAIN FOR THESE AREAS, X' MAINTAIN EXI5TING ROOFTOP I I UNIT AND ASSOCIATED AIR I I DISTRIBUTION 5Y5TEM 5ERVIN5 I I LONER LEVEL. I II I I I L 'X' - PRIMARY A SECONDARY ROOF i 9.8 I I 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 for purposes other than the specific praloct named herein Is strictly prohibited without expressed written consa�nt of Herschman Architects, Incorporated. Date 7Issue 01/50/2012 BID/FERIMIT w a� o�s�s a�-co 0 u V p� 6 _ ,3 V v ci C� Q N ESo� ° q= =u u 0 c 6 c 6 0 I G w 2 t 6-2 �s.o �-1 c 6 CS V6 c 6 V 6 'V s d E c 4 UD 6 O O i�13 6 ® r3P6o .mac 6 v fLUI Drawn By: rrild Drojeot No.: 15101.00 CD 0 0 0 e7 FM (r 0 Lih JIL 4 5_ C C&! 9" C4.4 C4.51.' 5.5 509 - -r _ o1 II —1191"�I'Ol�t°'r ®7II 6.8 rI 4 [LI 2 3 GA1NFWH I X P C8 0L�-u_� — 02ORG �/4. — — - — - _ 11 il-ri — I El E — -- — - — — X oVERFLOA 1 CHECKOUT I 's<'- OVERFLON O.v I::1 a I ILJa G N u ER l lug � � ROOF DRAIN _ ROOF DRAIN -11- -1 � _ 1 1 (-I = L_ _I�T_� SII I I'%'- ROOF DRAIN I I I__II 1 �— ---- — — _— ==� — — — — - — — — — \.I—— — —-------— _—- ----—-----—-------—--------- LLEA jI� �- - 'F -F _u1� I �1- - - —J I I I 1 'X'- ROOF DRAIN ; I/4 — ___—_-- -- -- -i ------- - TEAM SPORTS I II lI � I �, 3/4"—/ L 0 II III— U RACQUE ' SPORTS P64 IIEl III I I I I I Ir I, III SPORT GAMES CqMP swim H�&d4i(I'14W II I�VA.I�Vti..;al_ i, L OMEN ATHL I D I I I I I I L L-—II---II--J L- _ _----- ----------_--__ ��--- -- __-= �I----- ----- --- II _. = I _ --— — 1 _ II 1 I I \\ I I I // � I I I II I I I I BOOTSi _ —1� MEN ATHLETI - --— --- — —— -----J L ------J L _ _ -- -- I I ---- - ---i---- --WATEk SPORTS - -- ----i _---_----_---=,I PLUMBING T o O I. RAISE EXISTING RAIN CONDUCTORS AND OVERFLON RAIN CONDUCTORS TO BE AS H16H AS POSSIBLE WITHIN OR THROUGH STRUCTURE ANILE MAINTAINING PROPER SLOPE. INSULATED MERE REQUIRED TD MATCH EXISTING. 51ZE5 TO BE VERIFIED IN FIELD. 2. GLEAN EXISTING, TRENCH DRAIN AND INSURE PROPER DRAINAGE BY FLU5HIN6 KITH HATER, A MINIMUM OF FIVE (a) GALLONS PER MINUTE FOR FOUR (4) HOURS. 3. EXISTING 61 METER TO BE MAINTAINED. 4. NEN GAS METER FURNISHED AND INSTALLED BY FLORIDA PUBLIC UTILITIES, 2 P516 OUTLET PRE55URE AITH A GONNEGTED LOAD OF 1612 GFH. P.G. TO PAY ALL FEES REQUIRED FOR GAS METER INSTALLATION. 5. ROUTE GAS PIPING ALONG HALL AT &-0" +/- ABOVE GRADE. COORDINATE AITH EXI5TIN6 GONDUIT5. 6. SLS AND SEAL THROUGH HALL, HEATHERTIGHT. 1. 2' GAS UP TO FIRST FLOOR, REFER TO PLUM51% FLOOR PLAN ON THIS DRAY4IN6 FOR CONTINUATION. 6. 2" GAS UP FROM LDHER LEVEL, REFER TO PLUMBING PLAN LObER LEVEL ON THI5 PRAHIN6. 9. 2" GAS UP THROUGH, REFER TO PLUMBIN6 ROOF PLAN WANING, P3.0 FOR CONTINUATION. if SECTION —A I. HALL A55EMBLY - THE 1,2,3 OR 4 HOUR FIRE -RATED GYPSUM HALL BOARD/ STUD ASSEMBLY SHALL BE GON5TRUGTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL L300 OR 0400 SERIES HALL OR PARTITION DE5165% IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLONIN6 GON5TRUGTION FEATURE -5. A. STUD - HALL FRAMING MAY GON515T OF EITHER HOOD 5TU95 (MAXIMUM 2 HR FIRE RATED ASSEMBLIES) OR STEEL CHANNEL 5TU95. HOOD ,STUDS TO GON515T OF NOMINAL. 2 BY 4 INCH LUMBER 5PAGE9 16 INCHES ON CENTER KITH NOMINAL 2 BY 4 INCH LUMBER END PLATES AND GRO55 I3RAGE5. STEEL STUDS TO BE MINIMUM 3-5/6 INCHES BY 1-3/b INCHES DEEP GHANNEL5 5PAGED MAXIMUM 24 INCHES ON CENTER. B. HALLBOARD, GYPSUM" - NOMINAL 1/2 OR 51b INGH THICK, 4 FEET AIDE WITH SQUARE OR TAPERED E06E5. THE GYPSUM HALLBOARD TYPE THIGKNE55, ER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE A5 5PEGIFIED IN THE INDIVIDUAL U300 OR U400 SERIES DESIGN IN THE UL FIRE RE515TANGE DIRECTORY. MAXIMUM DIAMETER OF OPENING, 15 13-1/2 INCHES. 2. PIPE OR GONDUIT - NOMINAL 12 INCH DIAMETER (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE, NOMINAL 6 INCH DIAMETER (OR SMALLER RIGID STEEL CONDUIT, NOMINAL 4 INGH 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 SMALLER FLEXIBLE STEEL CONDUIT. MEN COPPER PIPE OR FLEXIBLE STEEL CONDUIT 15 USED, MAXIMUM F RATING OF FIRE5TOP 5Y5TEM (ITEM 3) 15 2 HOUR. STEEL PIPES OR CONDUITS LARGER THAN NOMINAL 4 INGH DIAMETER MAY ONLY BE USED IN HALL5 CONSTRUCTED U51N6 STEEL CHANNEL STUDS. A MAXIMUM OF ONE PIPE OR CONDUIT 15 PERMITTED IN THE FIRE5TOP SYSTEM. PIPE OR CONDUIT TO BE INSTALLED NEAR CENTER OF STUD CAVITY HIDTH AND To BE R161DLY SUPPORTED ON DOTH SIDES OF WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIALS -CAULK - CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETHEEN PIPE OR CONDUIT AND GYPSUM KALL130ARD AND WITH A MINIMUM 1/4 INGH DIAMETER DEAD OF CAULK APPLIED TO PERIMETER OF PIPE OR GONDUIT AT ITS E6RE55 FROM FROM THE WALL. CAULK INSTALLED SYMMETRICALLY ON BOTH 51DB OF HALL ASSEMBLY . THE HOURLY F RATING OF THE FIRE -STOP SYSTEM 15 DEPENDENT UPON THE HOURLY FIRE RATING OF THE NALL ASSEMBLY IN MICH IT 15 INSTALLED, A5 SHOHN IN THE FOLLOWING TABLE. THE HOURLY T RATIN& OF THE FIRE5TOP SYSTEM 15 DEPENDENT UPON THE TYPE OR 51ZE OF THE PIPE OR CONDUIT AND THE HOURLY FIRE RATING OF THE HALL ASSEMBLY IN HHIGH IT 15 INSTALLED, AS TABULATED BELOW: MAXIMUM PIPE ANNULAR F T OR G•ONDUIT 5PAGE, RATING RATING DIAMETER, INGH INGH HOUR HOUR 1 O TO 3/16 1 OR 2 0+, 1 OR 2 1 1/4 TO I/2 3 OR 4 3 OR 4 4 0 TO I/4 1 OR 2 O 6 1/4 TO 1/2 3 OR 4 12 3/16 TO 515 1 OR 2 0 +YgHEN GOPPER PIPE; 15 USED, T RATING 15 O H. MINNE50TA MINING 4 MANUFAGTURINC7 COMPANY TYPES CP -25 5/L, CP -25 A/5, GP -25 MIB, GP -25 TIB+ PENETRATIONS BY PIPES, CONDUIT, AND DUCTS SHALL BE PROTECTED BY A 5Y5TEM WHICH HAS A F RATING AT LEAST EQUAL TO THE REQUIRED FIRE RE515TANGE RATING OF THE A55EMBLY BEING PENETRATED. *E3EARING THE UL GLA551FIGATION MARKIN6 3 UL SYSTEM WL1001 P I .a (FORMERLY 5Y5TEM No. 14-1-A) F RATING - 1, 2, 3 4 4 HOUR PLUMBING EXI5TIN6 UTILITY AS INDICATEID --- --5AN — — SANITARY SEWER BELOW 6RADE OR FLOOR SAN -- -- 5ANITARYSEHER ABOVE 6RADE - - - - - V - - - --- -- SANITARY VENT — - — GH — - DOMESTIG GOLD WATER -- — HN — -- — DOME5TIG HOT HATER ------- RHW -- --- -- DOMESTIC REGIRGULATIN6 HOT HATER GD GONDEN5ATE DRAIN 6 NATURAL OAS, LOW PRE55URE RP6-2 RE5ULATEI PRE55URE 5AS-2# D DRAIN F FIRE PROTECTION ><J-- SHUT OFF VALVE w BALANCING VALVE NJ-- GHEGK VALVE �� - -- GAS SHUT OFF VALVE GAS PRESSURE REDUCING, REGULATOR VALVE GTX GONNEGT TO EXI5TINO O INDICATES CODED NOTE M.G. MEGHANIGAL GONTRAGTOR E. C. ELECTRICAL CONTRACTOR P.G. PLUMBING CONTRACTOR F.P.G. FIRE PROTECTION GONTRAGTOR 6.G. 6ENERAL GONTRAGTOR VTR VENT THRU ROOF FGO FLOOR GLEAN OUT 660 GRAVE GLEAN OUT FIGO WALL GLEAN OUT F9 FLOOR DRAIN PRI/ PRESSURE UGIN6 VALVE BFP BAGKFLOW PREVENTER INV. INVERT A.F.F. ABOVE FINISHED FLOOR M.V. MIXING VALVE (THERMOSTATIC) RG RAIN CONDUCTOR ORG OVERFLOW RAIN GONDUGTOR *,,0 n S' 3 Oyu F{g e a ��t�i3er. 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 writt®n consent of Herschman Archltackg, Incorp®Pat®d. date ISSUE ®I /30/�®12 1311/PERM I T Drawn By: HAR LL. LIC. AR95693 IM � PLAN Pino CODED NOTE5-. EXI5TI% THROUGH FLOOR. 10 II ® EXISTING DOUBLECHECK DETECTOR A55EM13LY BAGKFLOH PREVENTER HITH TAMPER 5WITGH ON EACH SHUT OFF VALVE, 1X1- 61111 'X'-611 ® EXISTING 5HUT-OFF VALVE KITH TAMPER /0 5NITGH. ® EXI5TING MAIN DRAIN VALVE. 1X1, 611 1X1_ 611 ® EXI5TIN65 INCOMING FIRE PROTEGTION NATER SUPPLY. F5 F5_f T F5 F5 © EXISTING FIRE DEPARTMENT CONNECTION. ❑ ® EXISTING FLON 5WIT614. ob EXI5TING BUTTER -FLY VALVE WITH TAMPER �) � SWITCH. `-' ° ' ® EXISTING SYSTEM TO LANDLORD SPACE. EXISTING IRE A PROTECTION 5Y5TEM TO BE D D�....ALTEREDDEDICATED 5Y5TEM FOR 12 DIGK'5 SPORTING GOODS, IB —I II EXISTING FIRE PROTECTION SYSTEM TO BE ALTERED TO BE A DEDICATED 5Y5TEM FOR FOR FIRST FLOOR LANDLORD SPACE. 12 EXI5TIN6-, 150LATIOM CHECK VALVE WITH AUTO BALL DRIP. ® 13 EXISTING 5Y5TEM DRAIN PIPED THROUGH �EXTERIOR HALL. NOTES; A. FIRE PROTECTION WATER SERVICE 51ZE TO BE DETERMINED BY FIRE PROTECTION CONTRACTOR BY HYDRAULIG GALGULATION5 PRIOR TO THE START OF WORK. B. THI5 DIAGRAM 15 INTENDED TO DEFINE THE OVERALL SCOPE OF WORK AND MAY NOT INDICATE ALL APPURTENANGES REQUIRED BY NFPA 13, EXISTING 611 R15ER WITH BUTTERFLY VALVE AND FLOW 5WITGH. EXI5TIN6 BAGKFLON PREVENTER EXISTING bxb ELBON FIRE PROTECTION CONTRACTOR SHALL ALTER PIPING AND ALARM DEVIGE5 AS (REQUIRED TO HAVE A DEDIGATED SYSTEM FOR DICK'S SPORTING GOODS, INCLUDINGTHE RECEIVING AREA FOR DIGK'5 SPORTING 6OOD5 ON THE LONER LEVEL. GONTRAGTOR SHALL VERIFY THROUGH HYDRAULIG GALGULATION THE INCOMING FIRE 5Y5TEM 15 ADEQUATE FOR DEN51TIE5 REQUIRED FOR DICKS SPORTING GOODS. -L EXISTING ALARM CHECK VALVE SERVING , LOWER LEVEL AND FIRST FLOOR NEST. EXI5TING 6" RISER HITH BU`FrERFLY VALVE AND FLOW 5WITGH. EXI5TIN6 ALARM GHEGK VALVE SERVING LONER LEVEL AND FIRST FLOOR EAST. EXISTING 3" GN TO BE A DEDICATED 5Y5TEM FOR THE LANDLORD SPACES. CONTRACTOR TO REMOVE AND GAP ALL PIPING GOING UP INTO DICK'S SPORTING GOODS. 2" NATER METER AND RPZ BAGKFLON PREVENTER ON DEDICATED LINE TO DICK'5 5PORTIN6 GOODS, REFER TO INCOMING NATER SERVICE PIPING DIAGRAM ON DRAHING P2.0. 2" GN UP TO FIRST FLOOR, REFER TO PRAHINO P2.0 FOR CONTINUATION. EXI5TIN6 FIRE DEPARTMENT CONNECTION. EXISTING xs N'E., '( 7 PLUMBING DEMOLITION NOTES A. GONTRAGTOR SHALL V151T 51TE AND BEGOME FAMILIAR KITH THE SCOPE OF THE DEMOLITION WORK. MOVE ALL FIXTURES AND EQUIPMENT NO LONGER REQUIRED FOR FINISHED GONSTRUGTION. ALL EXISTING FIXTURES, EQUIPMENT, HATER HEATERS, PIPING, HANGERS, ETC., IN PROJECT AREAS SHALL BE REMOVED AND LEGALLY DISPOSED. B. CONTRACTOR SHALL GOORDINATE TIMES TO NORK IN SPECIFIC AREAS OF THE EXISTING BUILDING KITH THE BUILDING MANAGER. G. REMOVE ALL EXISTING PLUMBING FIXTURES AND EQUIPMENT NOT TO REMAIN, REMOVE SANITARY BACK BEYOND FINISHED SURFACES, REMOVE HOT AND GOLD HATER PIPING BACK TO ACTIVE MAINS AND GAP. PATCH 5URFAGE5 TO MATCH EXISTING. D. THERE MAY BE POINT OF USE NATER HEATERS ABOVE GEILI%5 THAT WERE NOT INSPECTED AT TIME OF FIELD VISITS. THESE HEATERS ARE TO BE REMOVED, ALONG WITH ANY DRAIN PANS, DRAIN LINE5, ETG., E. DEMOLITION NORK INGLUDE5 THE REMOVAL OF ALL UNUSED HANGERS, CONTROL WIRIN6, VALVES, ETC. ALL PIPING SHALL BE REMOVED TO BEYOND FINISHED FLOOR OR HALL SURFACE AT FIXTURE LOGATION5, OR BACK TO ACTIVE MAINS FOR OTHER PIPING. FLOORS, WALLS AND GEILIN65 SHALL BE PATCHED TO MATCH EXI5TING IN EXISTING AREAS TO REMAIN, OR PATCHED AND PREPARED FOR NEW FINI5FI IN AREAS TO BE REMODELED. F. CONTRACTOR 15 TO REPAIR ANY OPENIN655 IN FIRE RATED CONSTRUCTION CAUSED BY "THE DEMOLITION HORK TO MATCH EXI5TING CONSTRUCTION AND MAINTAIN FIRE RATING. G. THIS CONTRACTOR SHALL PERFORM ALL DEMOLITION OF EXISTING PLUMBING 5Y5TEM5 AS INDICATED ON PLUMBING AND ARCHITECTURAL PLANS OR NECE55ARY FOR PROJECT, REMOVE FROM 51TE AND PROPERLY DISPOSE OF ALL MATERIAL AND DEBRIS FROM THI5 NOW. H. DEMOLITION PRANIN65 ARE GENERAL IN NATURE 5HONING THE SCOPE OF DEMOLITION YORK. CONTRACTOR SHALL V151T THE 51TE AND BECOME FAMILIAR WITH ALL EXISTING PLUMBING 5Y5TEM5 AND REMOVE ALL EQUIPMENT, PIPING, DUGTWORK, ETG., REQUIRED FOR FINISHED CONSTRUCTION. ALL EXI5TIN6 PIPING TO REMAIN SHALL BE REHORKED TO BE ABOVE CEILINGS AS REQUIRED. I. REMOVE AND REPLACE ALL EX15TING CEILINGS A5 REQUIRED FOR DEMOLITION, REPLACE ALL GEILING TILE5 BROKEN DURING CONSTRUCTION. PATCH ALL HOLES IN MALLS, FLOORS AND GEILING5 TO MATCH EXISTING, THAT RESULT FROM THE DEMOLITION OF PLUMBING ITEMS. J. THE OWNER RESERVES THE RIGHT OF SALVAGE FOR ALL EXISTING PLUMBING EQUIPMENT PRIOR TO DEMOLITION, THE CONTRACTOR SHALL REVIEW ALL MATERIALS AND DELIVER TO THE OWNER THOSE REQUIRED IN THEIR EXISTING CONDITION. ALL OTHER MATERIAL SHALL 13E REMOVED BY THI5 GONTrRAGTOR. K. THE P.G. 15 TO INSPECT THE EXISTING SANITARY DRAIN TO VERIFY THAT IT HAS 5UFFIGIENT DEPTH FOR THE NEW NOW AND TO VERIFY THE DIRECTION OF FLOW. PRE55URE TEST THE EXI5TIN6 SANITARY DRAIN PRIOR TO THE START OF WORK. VERIFY THAT SEWER 15 ACTIVE BY FLUSHING WITH NATER, A MINIMUM OF FIVE (5) GALLON5 PER MINUTE FOR FOUR (4) HOURS PRIOR TO START OF HORK. I 411 SAN DONN FROM FIRST FLOOR WITH CLEANOUT I6" A730VE FIN15HEP FLOOR. � I — 461 SAW GUT FLOOR AND TRENCH TO INSTALL PIPING, BACKFILL AND PATCH FLOOR TO MATCH EXI5TING. GONNEGT TO EXISTING GOLD NATER, < VERIFY EXACT LOCATION AND 51ZE (MINIMUM 1-1/2") IN THE FIELD PRIOR TO START OF WORK. �--GW`41, �1- 411 SAN SAN iBl 'p/I- q I 1A CONNECT TO EXISTING SANITARY, VERIFY EXACT LOCATION , DEPTH, SIZE AND 111 FLON DIRECTION IN THE FIELD PRIOR TO START OF WORK. EXISTING A, V WT A' @n -M AFY'.i -%I T R R"% ban ", . Design and cons�t�Iructloll documents as Instruments of service are ®Ivan in confidence and remain the property of hlerschman 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 Herschmsn Architects, Incorporated. DateIs-sue 01/50/2012 E3ID/PE MIT m� ea s� 51D Q1 w V ILD N S U7 ® - a o C LJ. 6 ° _ IS R o R o O E m ly m 6 2 O 6 V a N' N _ N 6 p [S S Si. 111 UD "� U 6 as C3 m i7, � Drawn By: Project No.. 15101.00 0 0 0 It 0 FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 avinruv.nurur;rsrnatnar[;rnber;rS.Dom BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44126 ENLARGED PLAN, MANUFACTURER AND AS REQUIRED FOR 21 �es 292-4696 L LVED. ALL APPLICABLE CODES. Phone: ( ) Fax: (216) 292-5874 G®NL GLEAM MU5NGE VERIFY Email: MAIL@MCHENRYASSOCIATES.COM ALL C,LEARANGES AND DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 P 1 W GONNEGT TO EXISTING GOLD NATER, < VERIFY EXACT LOCATION AND 51ZE (MINIMUM 1-1/2") IN THE FIELD PRIOR TO START OF WORK. �--GW`41, �1- 411 SAN SAN iBl 'p/I- q I 1A CONNECT TO EXISTING SANITARY, VERIFY EXACT LOCATION , DEPTH, SIZE AND 111 FLON DIRECTION IN THE FIELD PRIOR TO START OF WORK. EXISTING A, V WT A' @n -M AFY'.i -%I T R R"% ban ", . Design and cons�t�Iructloll documents as Instruments of service are ®Ivan in confidence and remain the property of hlerschman 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 Herschmsn Architects, Incorporated. DateIs-sue 01/50/2012 E3ID/PE MIT m� ea s� 51D Q1 w V ILD N S U7 ® - a o C LJ. 6 ° _ IS R o R o O E m ly m 6 2 O 6 V a N' N _ N 6 p [S S Si. 111 UD "� U 6 as C3 m i7, � Drawn By: Project No.. 15101.00 0 0 0 It 0 FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 avinruv.nurur;rsrnatnar[;rnber;rS.Dom BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44126 ENLARGED PLAN, MANUFACTURER AND AS REQUIRED FOR 21 �es 292-4696 L LVED. ALL APPLICABLE CODES. Phone: ( ) Fax: (216) 292-5874 G®NL GLEAM MU5NGE VERIFY Email: MAIL@MCHENRYASSOCIATES.COM ALL C,LEARANGES AND DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 P 1 W SUPPLY FINISH FLOOR NOTE: 6. FIELD VEREFIGATION: FIELD VERIFY EXISTING CONDITIONS BEFORE STARTING A. INSULATE ALL EXPOSED WASTE AND GONSTRUGTION AND NOTIFY THE ARGHITEGT/ENGINEER OF RECORD OF ANY SUPPLY PIPiN6 UNDER SINK WITH LAV DISGREPANGIES BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTING GUARD 2E --Z SERIES PIPE COVERS BY CONDITIONS AND/OR ANY POTENTIAL PROBLEMS 055ERVED BEFORE TRtEBRO OR EQUAL. GONTINUIN6 WORK IN THE EFFECTED AREAS. B. REFER TO ARGHITEGTURAL PRMNC75 1. PLUMBING 5Y5TEM5 INCLUDE, BUT ARE NOT LIMITED TO: FOR ADA CLF -AES. - PLUMBING FIXTURES AND EQUIPMENT - FIRE STOPPING - 001vE5TIG WATER SYSTEM - SANITARY HASTE AND VENT SYSTEM - GA5 SYSTEM BREAK ROOM SINK IDETAIL - ROOF / 51ORM DRAINAGE $��.� 5GALE: NONE 00ME5TIG WATER PIPING: 1, FURNISH AND INSTALL A COMPLETE SYSTEM OF HOT AND GOLD WATER, AND HASTE PIPING FROM EX15TINO SUPPLIES TO ALL FIXTURES AND/OR EQUIPMENT REQUIRING THIS SERVICE. VERIFY LOCATION! OF POINT Of: GONNIEGTION TO ALL UTILITIES, NEN AND EXISTING. 2. DOMESTIC NATER PIPING BELON SCHEDULE 40 GFVC, PIPE, NO JOINTS. 3, DOMESTIG !MATER PIPING AND JOINTS ABOVE GRADE: SCHEDULE 40 GPVG PIPE KITH GLUED FITTIN65. 4, STERILIZE DOMESTIC MATER PIPING IN ACCORDANCE HITH THE AMERICAN WATER HORKS ASSOCIATION'S SPECIFICATIONS AND LOGAL HEALTH DEPARTMENT REGULATIONS. 5. INSULATE DOMESTIC NATER PIPING A50VE GRADE (EXGEPT EXP05ED CONNECTIONS TO FLUMBINO FIXTURES) WITH ENGINEERED POLYMER FOAM INSULATION OR FIBERGLASS HITH FITTING INSERTS AND PVG COVERS. FOLLOW THI5 5GHEDULE: SERVICE PIPE SIZE INS. THIGKNE55 I� DOMESTIG HOT WATER BRANCH LINES DOMESTIC GOLD WATER ALL I/2" 6. DOMESTIC WATER PIPING INSULATION, JACKETS, GOV'ERINGS, SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET A FLAME -SPREAD RATING OF 25 OR LE55 AND A SMOKE -DEVELOPED RATING OF 50 OR LESS, AS TESTED BY A5TM E54 (NFPA 255) METHOD. 1. DO NOT INSTALL DOMESTIC WATER PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES. INSTALL WATER PIPING IN INTERIOR WALLS ABUTTING EXISTING EXTERIOR WALLS. 5. SHUT OFF VALVES: PROVIDE FULL PORT, BALL TYPE, AND INSTALL IN A LOCATION THAT PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO THE B UILDIN6 OR FINISHED MATERIALS: PROVIDE ACCESS DOORS AS REQUIRED. q.. PROTEGT GPVG PIPING AGAINST GONTAGT WITH MASONRY. WHERE GPVG 15 SLEEVED THROU61-1 MASONRY, PROVIDE METALLIC SLEEVES. 10. LABEL ALL HATER PIPING, IDENTIFYING TYPE OF SERVICE. PLUMBING GENERAL NOTES GODED NOTE5: G PPL I UIREMENT5: HELPAN&ER 5 I. GENERAL AND 5PECIAL GONDITION5: GENERAL AND SPECIAL CONDITIONS ARE ONE AW51-E ON EACH SHUT OFF 'VALVE. HEREBY MADE AN INTEGRAL PART OF THIS DIVISION OF THE 5PEGIHGATION5 3 EXI5TIN6 'RPZ' REDLGED PRESSURE IN50FAR AS SAME ARE APPLICABLE TO THE WORK UNDER THI5 DIVISION AND ZI BAGKFLOW PREVENTFR. UNLE55 OTHERWISE SPECIFIED. 4� 2. 50OPE. PROVIDE ALL LABOR, MATERIAL AND EQUIPMENT REQUIREI? FOR THE VALVES, FAUGET5, DRAINS, TRAPS, TAIL PIECES, E5GUTGHEONS, ETC, PREVENTER, WATT5 NO. 9�MIQT-5, 2", PIPE GOMPLETION AND OPERATION OF ALL SYSTEMS IN THIS 5EGTION OF WORK IN FIRE STOPPING: RELIEF PORT FULL 51ZE THROU(5H EXTERIOR AGGORDANGE WITH ALL APPLICABLE CODES. 1. FIRE STOP ALL PENETRATIONS, BY PIPING OR CONDUITS, OF FIRE RATED KALLS, 5. PERMITS: APPLY FOR AND PAY FOR ALL NECE55ARY PERMITS, FEES, AND TEMPERED HI EXISTING INGOMIN6 WATER SERVIGE. INSPEGTION5 REQUIRED BY ANY PUBLIC AUTHORITY HAVING JURI5DIGTION. TESTED AND LISTED AS GOMPLYIN6 WITH A57M E-514 AND INSTALL IN AGGORDANGE 4. WARRANTY: PROVIDE ALL MATERIALS AND EQUIPMENT UNDER THI5 5EGTION THERM0AT VALVE, POW1. VALVE, OKE DEPARTMENT REQUIREMENTS, OF THE SPEGIFIGATION5 WITH A ONE YEAR KARRANTY FROM THE DATE OF HYD ARI DEDICATED TO LOWER LEVEL, PLUMBIN6 AGGEPTANGE OF WORK BY THE OWNER. LM445, A55E 5. COORDINATION: VERIFY ALL ROUGH -IN LOCATIONS AND COORDINATE PIPING 2 SLEEVE AND SEAL THROUGH FLOOR AND EQUIPMENT LOCATIONS WITH WORK UNDER OTHER DIVISIONS OF THE . HN SUPPLY - 2" DIDIGATED TO DIGK'S SPORTING 60OD5. SPECIFICATIONS TO AVOID GONFLIGT5. CONTRACTOR MUST COORDINATE WITH L FURNISH AND INSTALL COMPLETE SYSTEMS OF 501E WASTE, AND VENT PIPING T � P VALVE OTHER TRADES FOR ALL STRUCTURES, PIPING, CONDUIT, DUGTWORK, LI&HTIN6, FROM ALL PLUMBING FIXTURES, AND/OR OTHER EQUIPMENT, ALL SOIL, HASTE ETC. TO PROPERLY BE INSTALLED. ANY CONFLICTS SHALL BE RESOLVED AT STOP VALVE OIF WATTS NO. N OOXL-4-125. NO CHARGE TO THE OWNER. GOORDINATE A5TALLATION OF ALL PLUM5I146 P0551E3LE. PIPE RELIEF DRAIN FULL LINE5 AT GMU WALLS 50 THAT PLUMBING LINES ARE PLACED IN WALL DURING P2w0 SIZE TO JANITOR 51N< GMU HALL CONSTRUCTION, GUTTING AND PATCHING OF GMU WALL5 IN PLACE 2. INVERT ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED (BEFORE WASTE HITH 2" AIR GAP WILL NOT BE PERMITTEED PIPING 15 INSTALLED IN ORDER THAT PROPER 5LOPE-5 WILL BE MAINTAINIED. SUPPLY FINISH FLOOR NOTE: 6. FIELD VEREFIGATION: FIELD VERIFY EXISTING CONDITIONS BEFORE STARTING A. INSULATE ALL EXPOSED WASTE AND GONSTRUGTION AND NOTIFY THE ARGHITEGT/ENGINEER OF RECORD OF ANY SUPPLY PIPiN6 UNDER SINK WITH LAV DISGREPANGIES BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTING GUARD 2E --Z SERIES PIPE COVERS BY CONDITIONS AND/OR ANY POTENTIAL PROBLEMS 055ERVED BEFORE TRtEBRO OR EQUAL. GONTINUIN6 WORK IN THE EFFECTED AREAS. B. REFER TO ARGHITEGTURAL PRMNC75 1. PLUMBING 5Y5TEM5 INCLUDE, BUT ARE NOT LIMITED TO: FOR ADA CLF -AES. - PLUMBING FIXTURES AND EQUIPMENT - FIRE STOPPING - 001vE5TIG WATER SYSTEM - SANITARY HASTE AND VENT SYSTEM - GA5 SYSTEM BREAK ROOM SINK IDETAIL - ROOF / 51ORM DRAINAGE $��.� 5GALE: NONE 00ME5TIG WATER PIPING: 1, FURNISH AND INSTALL A COMPLETE SYSTEM OF HOT AND GOLD WATER, AND HASTE PIPING FROM EX15TINO SUPPLIES TO ALL FIXTURES AND/OR EQUIPMENT REQUIRING THIS SERVICE. VERIFY LOCATION! OF POINT Of: GONNIEGTION TO ALL UTILITIES, NEN AND EXISTING. 2. DOMESTIC NATER PIPING BELON SCHEDULE 40 GFVC, PIPE, NO JOINTS. 3, DOMESTIG !MATER PIPING AND JOINTS ABOVE GRADE: SCHEDULE 40 GPVG PIPE KITH GLUED FITTIN65. 4, STERILIZE DOMESTIC MATER PIPING IN ACCORDANCE HITH THE AMERICAN WATER HORKS ASSOCIATION'S SPECIFICATIONS AND LOGAL HEALTH DEPARTMENT REGULATIONS. 5. INSULATE DOMESTIC NATER PIPING A50VE GRADE (EXGEPT EXP05ED CONNECTIONS TO FLUMBINO FIXTURES) WITH ENGINEERED POLYMER FOAM INSULATION OR FIBERGLASS HITH FITTING INSERTS AND PVG COVERS. FOLLOW THI5 5GHEDULE: SERVICE PIPE SIZE INS. THIGKNE55 I� DOMESTIG HOT WATER BRANCH LINES DOMESTIC GOLD WATER ALL I/2" 6. DOMESTIC WATER PIPING INSULATION, JACKETS, GOV'ERINGS, SEALERS, MASTICS AND ADHESIVES ARE REQUIRED TO MEET A FLAME -SPREAD RATING OF 25 OR LE55 AND A SMOKE -DEVELOPED RATING OF 50 OR LESS, AS TESTED BY A5TM E54 (NFPA 255) METHOD. 1. DO NOT INSTALL DOMESTIC WATER PIPING IN AREAS SUBJECT TO FREEZING TEMPERATURES. INSTALL WATER PIPING IN INTERIOR WALLS ABUTTING EXISTING EXTERIOR WALLS. 5. SHUT OFF VALVES: PROVIDE FULL PORT, BALL TYPE, AND INSTALL IN A LOCATION THAT PERMITS ACCESS FOR SERVICE WITHOUT DAMAGE TO THE B UILDIN6 OR FINISHED MATERIALS: PROVIDE ACCESS DOORS AS REQUIRED. q.. PROTEGT GPVG PIPING AGAINST GONTAGT WITH MASONRY. WHERE GPVG 15 SLEEVED THROU61-1 MASONRY, PROVIDE METALLIC SLEEVES. 10. LABEL ALL HATER PIPING, IDENTIFYING TYPE OF SERVICE. 1511141 i 11 HAN&ER ROD GODED NOTE5: q HELPAN&ER 5 EXI5TIN6 THROUGH FLOOR. -L ONE AW51-E ON EACH SHUT OFF 'VALVE. 51DE OF HIS ME 3 EXI5TIN6 'RPZ' REDLGED PRESSURE -� ZI BAGKFLOW PREVENTFR. ANGLES 4� 'RPZ' REDUGED PRESSURE BAC;KFLOW C-5. VALVES, FAUGET5, DRAINS, TRAPS, TAIL PIECES, E5GUTGHEONS, ETC, PREVENTER, WATT5 NO. 9�MIQT-5, 2", PIPE ISOLATOR PAD FIRE STOPPING: RELIEF PORT FULL 51ZE THROU(5H EXTERIOR 1 1. FIRE STOP ALL PENETRATIONS, BY PIPING OR CONDUITS, OF FIRE RATED KALLS, HALL OF BUILDING ARD TURN DOWN TOWAR1?5 GRADE. SINGLE HORIZONTAL RUNS FLOOR5 AND PARTITIONS. PROVIDE A DEVIGE(S) OR 5YSTEM(5) WHICH HAS BEEN EXISTING INGOMIN6 WATER SERVIGE. PIPE TESTED AND LISTED AS GOMPLYIN6 WITH A57M E-514 AND INSTALL IN AGGORDANGE 2" SJB-lam, INSTALL PER WATER 1X1- 3" FNITH THE CONDITIONS OF THEIR LISTING. PROVIDE A DEVIGE(S) OR SY5TEM(5) KITH DEPARTMENT REQUIREMENTS, 2 AN 'F' RATING EQUAL TO THE RATING OF THE ASSEMBLY BEING PENETRATED. DEDICATED TO LOWER LEVEL, PLUMBIN6 Q 1 GONTRAGTOR TO CONFIRM. M I 2 SLEEVE AND SEAL THROUGH FLOOR q� -J 2" DIDIGATED TO DIGK'S SPORTING 60OD5. 2i�i TYP. L FURNISH AND INSTALL COMPLETE SYSTEMS OF 501E WASTE, AND VENT PIPING T � P VALVE 1511141 i 11 NOTE: -� EXIST€N6 METER LOCATED ON SITE TO BECOME LANDLORD METER. 10, AE5 MEMBERS HAN&ER ROD CODED NOTES: NUT HELPAN&ER 5 SHUT OFF VALVE - HEAVY DUTY ONE AW51-E ON EACH TYPIGAL 51DE OF HIS ME NT STRAP I If2" x3116"L GHEGK VALVE - TYPIG� FIXTURES: ZI EXPAN51ON TANK AMTRG ANGLES I. PROVIDE COMPLETE FIXTURE5 WITH TRIM AND INCLUDE 5UPPLIE5, STOPS, NO. 5T-5 HITH UNION I6 GA. ZING COATED VALVES, FAUGET5, DRAINS, TRAPS, TAIL PIECES, E5GUTGHEONS, ETC, GONNECTION. ISOLATOR PAD FIRE STOPPING: DIELECTRIC UNION - OF STEEL J015T 1. FIRE STOP ALL PENETRATIONS, BY PIPING OR CONDUITS, OF FIRE RATED KALLS, TYPICAL SINGLE HORIZONTAL RUNS FLOOR5 AND PARTITIONS. PROVIDE A DEVIGE(S) OR 5YSTEM(5) WHICH HAS BEEN 10 GALLON NATER PIPE TESTED AND LISTED AS GOMPLYIN6 WITH A57M E-514 AND INSTALL IN AGGORDANGE HEATER NONE FNITH THE CONDITIONS OF THEIR LISTING. PROVIDE A DEVIGE(S) OR SY5TEM(5) KITH 1 2 AN 'F' RATING EQUAL TO THE RATING OF THE ASSEMBLY BEING PENETRATED. 6 2-I/2" DEEP POLYSTYRE1DRAIN 2 1 PAN WITH DRAIN SANITARY W45TE AND VENT PIPIN& 2 OPENING, SIZED TO FIT TOTAL 33 F. U. BELOW HEATER. 0.25 L FURNISH AND INSTALL COMPLETE SYSTEMS OF 501E WASTE, AND VENT PIPING T � P VALVE TOTAL 5cl.5 FROM ALL PLUMBING FIXTURES, AND/OR OTHER EQUIPMENT, ALL SOIL, HASTE FOX: (2 292-5874 AND VENT LINES SHALL BE CONGEALED IN THE BUILDING GON5TRUGTION HHERE OIF WATTS NO. N OOXL-4-125. GONTRAGTOR MU5T VERIFY ALL GLEARANGE5 AND P0551E3LE. PIPE RELIEF DRAIN FULL P2w0 SIZE TO JANITOR 51N< DIMEN510NS IN FIELD WIND BASE SPEED 110 MPH 2. INVERT ELEVATIONS SHALL BE ESTABLISHED AND VERIFIED (BEFORE WASTE HITH 2" AIR GAP PIPING 15 INSTALLED IN ORDER THAT PROPER 5LOPE-5 WILL BE MAINTAINIED. 0 MOUNT ON 3/4" PLYHOOL 3. SANITARY WASTE AND VENT PIPING AND FITTINGS: SERVICE WEIGHT CAST IRON, PLATFORM KITH 2-1/2"x HUB AND SPIGOT TYPE WITH GOMPRES510N JOINTS (ASTM A 14) OR NO -HUB 2-If2" x If2" ANGLF IRON PIPIN5 WITH GOUPLIN65 (GISPI 501). BRAGKET5. 10 26 6A. &ALV. METAL 4. IF PERMITTED BY LOCAL CODES, SCHEDULE 40 PVG (ASTM D 2665) WITH STRAP. WRAP ONGE SCHEDULE 40 SOCKET -TYPE PIPE FITTINGS (ASTM D 3311) MAY BE USED. 00 NOT AROUND WATER HEATER INSTALL PVG PIPING IN RETURN AIR PLENUMS. - AND 5ECURE TO HALL. NOTE: -� EXIST€N6 METER LOCATED ON SITE TO BECOME LANDLORD METER. 10, AE5 MEMBERS HAN&ER ROD HANGER ROD 1-06KIN6 NUT NUT HELPAN&ER 5 -A HEAVY DUTY ONE AW51-E ON EACH CLEVI5 HANGER 51DE OF HIS ME NT STRAP I If2" x3116"L REST ON IOP OF VERT. LEG5 OF ZI BOTTOM CHORDS 5-JaL ANGLES 2 -015T5 5ETNEEN PANEL I6 GA. ZING COATED 1 POINTS, 517E FOR LOAD ISOLATOR PAD BOTTOM CHORD (GOPPER PIPE) OF STEEL J015T CLEVIS HANGER PIPE HANGER - i Viz-.: Dfn Ij SCALE; NONE LAVATORY SINK WW '.. I;l&Ul:ia .dLLAR MODE 1-11I`-I✓.✓il THERMOSTATiG TEMPERING VALVE UNDERNEATH LAV 51KK BEHIND SHIELD. GW SUPPLY I RUE51RO LAV SHIELD FIN15H FLOOR RESTROOM LAV SINK TEMPERING VALVE DETAIL SHEET METAL FLASHING (MOP IN w/ ROOFING MATERIAL) 121, TURN! LEAD P€PE DOM INTO 5TAGK ROOFINI6 i - tf ROOF GON5TRUGTION II ROOF 5LEEVE CONSTRUCTION AS REQUIRED VENT STAG: NOTE5: A. ALL ROOF PENETRATION5 TO BE MADE SHALL BE IN GOMPLIANCE HITH ANY EXI5TIN6 ROOF WARRANTIES. B. ANY VENT THAT 15 WITHIN IO' OF ANY DOOR, KINIDOW OR EXHAUST OPENING SHALL EXTEND NOT LESS THAN 3" ABOVE SUCH. VENT THRU ROOF SCALE NONE BASED ON THE 2004 FLORIDA PLUM FV -7 CODE SANITARY WASTE FIXTURE UNITS HAN&ER ROD HANGER ROD 1-06KIN6 NUT LOCKING NUT SUPPORT NUT SUPPORT NUT -A HEAVY DUTY HEAVY DUTY CLEVI5 HANGER �� GLEYI5 HANGER HAN91GAPFED 4 WATER GLO5ET 2 VAPOR BARRIER PIPE uRINIAL 2 INSULATION 2 UR -5 I6 GA. ZING COATED 1 SHEET STEEL 5ADDLF ISOLATOR PAD AT LEAST 5" LOWS (GOPPER PIPE) 2 CLEVIS HANGER GLE-VI5 HANGER SINGLE HORIZONTAL RUNS 51N15LE HORIZONTAL RUNS NO VAPOR BARRIER INSULATION WITH VAPOR BARRIER INSULATION PIPE SUPPORT DETAIL �L ,® SCALE: NONE LAVATORY SINK WW '.. I;l&Ul:ia .dLLAR MODE 1-11I`-I✓.✓il THERMOSTATiG TEMPERING VALVE UNDERNEATH LAV 51KK BEHIND SHIELD. GW SUPPLY I RUE51RO LAV SHIELD FIN15H FLOOR RESTROOM LAV SINK TEMPERING VALVE DETAIL SHEET METAL FLASHING (MOP IN w/ ROOFING MATERIAL) 121, TURN! LEAD P€PE DOM INTO 5TAGK ROOFINI6 i - tf ROOF GON5TRUGTION II ROOF 5LEEVE CONSTRUCTION AS REQUIRED VENT STAG: NOTE5: A. ALL ROOF PENETRATION5 TO BE MADE SHALL BE IN GOMPLIANCE HITH ANY EXI5TIN6 ROOF WARRANTIES. B. ANY VENT THAT 15 WITHIN IO' OF ANY DOOR, KINIDOW OR EXHAUST OPENING SHALL EXTEND NOT LESS THAN 3" ABOVE SUCH. VENT THRU ROOF SCALE NONE BASED ON THE 2004 FLORIDA PLUM FV -7 CODE SANITARY WASTE FIXTURE UNITS MARK DESCRIPTION FIXTURE UNITS QUANTITY TOTAL F. U. -A WATER GL05ET 4 1 4 Y�-B HAN91GAPFED 4 WATER GLO5ET 2 S UR -A uRINIAL 2 1 2 UR -5 HANDICAPPED 2 URI NAL 1 2 LAV -A LAVATORY 1 2 2 LAV -5 HANID I GAPPED 1 LAVATORY 4 4 SINK LOUNISE SINK 2 1 2 55 SERVICE SINK 2 1 2 E WATER GOOLBR 0.5 2 1 FD -1 FLOOR FRA I N 1 2 2 4 TOTAL 33 F. U. NOTE: 4" SANITARY REQUIRED, MAXIMUM DFU ON 411 = 150 DFU BASED ON THE 2004 FLORIDA PLUMB!% GODE MATER SUPPLY FIXTURE UNITS MARC PE5GRIPTION FIXTURE UNITS QUANTITY TOTAL F. U. WG -A KATE -=R GLOSET 10 1 10 WG -B HANIDIGAPPED WATER GL05ET 10 2 20 UR -A URINAL 5 1 5 UR -E3 HAN91GAPPED URINAL 5 1 5 LAV -A LAVATORY 2 2 4 LAV -5 HANIDIGAPPED LAVATORY 2 4 5 SINK LOUNGE 51 NIC 4 1 4 55 5LW I GE 51 NK 3 1 3 WATER COOL.EBR 0.25 2 0.5 TOTAL 5cl.5 �-REFER TO DRAHIN6 FLO FOR CONTI INUA T ION, I u •I h � I i u-' ..v4+lV &p' FD -I 1k I�i S 5" VTR I" i� 311 i 211 LAV -E3 LAV -A LAV -5 K�-B UR -A UP: B Ii �� l� I 7 1, I L / LAV -B LAV -A I LAV --B G . I I II WG -B -PIPING AVE FLOOR IN PIPE SPACE. 1 WIC)MEN'S v ROUTE PP - I INC AS HIGH A5 P05515LE IN LOWER LEVEL GEELIN6 SPAGE. - TYP RUN AS HIGH AS P0551BLE IN FIRST " FLOOR GEILING STRUCTURE-, C IRATE N" LIGHT5, ROOF TOP HVAG UNITES, DUCTS, FTG. I U_ U 11 U U U COAL TLlai ' 7 I -- --- - � I i III � 4" I P2.050ALE: NONE NOTE: I {_�• - 2" GV)I REQUIRED, MAXIMUM( WSFU ON 2' = 140 ff2FU - I 08 111 3T L _E h ""Pea. I � � .11� ' � - � - - � � i l Vise �_��, ,.;u �� u�--� U 1 i � 2 I� I EWH-1 MOUNTED ON SHELF A50VE 55,- i 5HOWN OUT OF PLACE 1 -OR GLARITY. I � 4" SAN DOWN TO LONER LEVEL - -1 14111P O Y 1`'s S H �+I ROOM - L=- - -- U U vi � DEPT, MGR, Oili r I II I I I I I !fir t I SI Ap,f I-If2 EI� 311 L� ESO 31! i 5N� ® SAN ® ® SAN ®I ®IIz ® 3® SAN I I I I 31E I I Ii ROUTE PIPING AS HIGH AS �' �I.i , 55 RP -I -I 3„ P055151 E IN LOWER LEVEL GEIUN6 SPACE. - lYP , 3/4" - I L L I - - - 2I I 1" y �I I ,LR -RHK®® I - �, �/ \314'I �-�f 3/4" �,. r,E o�,� - �� I ( 1 ;✓0 i GYN i CH i I I I \L�RUK �aLIu - - r BALANCE R AS HIGH AS P05515LE IN FIR5T VALVE FLOOR GEILIN6 STRUCTURE, SET I GOORDINATE WITH LIGHT5, ROOF I AT IS GPM.! TOP HVAC UNIT5, DUCTS, ETC. I NOTU: A. TRANSFORMER FOR AUTOMATIC F,AUGET IN GROUP TOILETS SHALL BE LOCATED �e4r m � a a z� 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 these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated: late Issue /50/2012 BID REAP s awn By: AAFZ Project No.: 13101.Q® 0 0 0 UC)ML51IG AA-1tX MLTER AS REGUIRI=D. GOORDINATE LOCATION HITH OTHER TRADES. STORM DRAIN PIPING: i 1. PROVIDE GOMPLETE STORM WATER DRAINAGE SYSTEM AS IRRIGATED ON 2t ORAHIN 6. INVERT ELEVATIONS SHALL BE E5TABL15HED AND VERIFIED BEFORE STORM PIFING 15 INSTALLED IN ORDER THAT PROPE=R 5LOPE5 HELL BE MAINTAINED. 2. STORM DRAIN PIPINC-a AND FITTINGS: i SERVICE NEIGH GAST IRON, HUB AND SPIGOT TYPE WITH COMPRESSION JOINT ,% / SLOATS AFELY F RUST IPAB3IN6 \ \ I (ASTM A -14-) BELOW G AND\OR NO-HL1B PIPING WITH GoUPLING5 (GISPI 301) \ I 6 ABOVE GRADE. E 3. IF PERMITTET? BY LOCAL GORES, SGHEDULE 4O DW PVC (ASTM D 2665) WITH SGHEDULE 40 SOCKET -TYPE PIPE FITTINGS (ASTM D 3311) MAY BE USED BELOW I� FIR5T FLOOR SLAB. 4. STORM DRAIN PIPING INSULATION, JAGKETS, GOVERIN65, 5EALER5, MA5TIG5 AND ADHE51VE-5 ARE REGUIRED TO MEET A FLAME -SPREAD RATING OF 25 OR LESS M AND A SMOKE -DEVELOPED RATING OF 50 OR LESS, AS TESTED BY A5TM E54 i (NFPA 255) METHOD. NATURAL 6AS PIPING RE SUPPORT 5PACINI6 FOR BLACK IRON 40 PIPE PIPE SIZE I ( I N!) 5UPPORT5 (FT) 1/2 �-REFER TO DRAHIN6 FLO FOR CONTI INUA T ION, I u •I h � I i u-' ..v4+lV &p' FD -I 1k I�i S 5" VTR I" i� 311 i 211 LAV -E3 LAV -A LAV -5 K�-B UR -A UP: B Ii �� l� I 7 1, I L / LAV -B LAV -A I LAV --B G . I I II WG -B -PIPING AVE FLOOR IN PIPE SPACE. 1 WIC)MEN'S v ROUTE PP - I INC AS HIGH A5 P05515LE IN LOWER LEVEL GEELIN6 SPAGE. - TYP RUN AS HIGH AS P0551BLE IN FIRST " FLOOR GEILING STRUCTURE-, C IRATE N" LIGHT5, ROOF TOP HVAG UNITES, DUCTS, FTG. I U_ U 11 U U U COAL TLlai ' 7 I -- --- - � I i III � 4" I P2.050ALE: NONE NOTE: I {_�• - 2" GV)I REQUIRED, MAXIMUM( WSFU ON 2' = 140 ff2FU - I 08 111 3T L _E h ""Pea. I � � .11� ' � - � - - � � i l Vise �_��, ,.;u �� u�--� U 1 i � 2 I� I EWH-1 MOUNTED ON SHELF A50VE 55,- i 5HOWN OUT OF PLACE 1 -OR GLARITY. I � 4" SAN DOWN TO LONER LEVEL - -1 14111P O Y 1`'s S H �+I ROOM - L=- - -- U U vi � DEPT, MGR, Oili r I II I I I I I !fir t I SI Ap,f I-If2 EI� 311 L� ESO 31! i 5N� ® SAN ® ® SAN ®I ®IIz ® 3® SAN I I I I 31E I I Ii ROUTE PIPING AS HIGH AS �' �I.i , 55 RP -I -I 3„ P055151 E IN LOWER LEVEL GEIUN6 SPACE. - lYP , 3/4" - I L L I - - - 2I I 1" y �I I ,LR -RHK®® I - �, �/ \314'I �-�f 3/4" �,. r,E o�,� - �� I ( 1 ;✓0 i GYN i CH i I I I \L�RUK �aLIu - - r BALANCE R AS HIGH AS P05515LE IN FIR5T VALVE FLOOR GEILIN6 STRUCTURE, SET I GOORDINATE WITH LIGHT5, ROOF I AT IS GPM.! TOP HVAC UNIT5, DUCTS, ETC. I NOTU: A. TRANSFORMER FOR AUTOMATIC F,AUGET IN GROUP TOILETS SHALL BE LOCATED �e4r m � a a z� 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 these construction documents for purposes other than the specific project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated: late Issue /50/2012 BID REAP s awn By: AAFZ Project No.: 13101.Q® 0 0 0 UC)ML51IG AA-1tX MLTER AS REGUIRI=D. GOORDINATE LOCATION HITH OTHER TRADES. STORM DRAIN PIPING: i 1. PROVIDE GOMPLETE STORM WATER DRAINAGE SYSTEM AS IRRIGATED ON 2t ORAHIN 6. INVERT ELEVATIONS SHALL BE E5TABL15HED AND VERIFIED BEFORE STORM PIFING 15 INSTALLED IN ORDER THAT PROPE=R 5LOPE5 HELL BE MAINTAINED. 2. STORM DRAIN PIPINC-a AND FITTINGS: i SERVICE NEIGH GAST IRON, HUB AND SPIGOT TYPE WITH COMPRESSION JOINT ,% / SLOATS AFELY F RUST IPAB3IN6 \ \ I (ASTM A -14-) BELOW G AND\OR NO-HL1B PIPING WITH GoUPLING5 (GISPI 301) \ I 6 ABOVE GRADE. E 3. IF PERMITTET? BY LOCAL GORES, SGHEDULE 4O DW PVC (ASTM D 2665) WITH SGHEDULE 40 SOCKET -TYPE PIPE FITTINGS (ASTM D 3311) MAY BE USED BELOW I� FIR5T FLOOR SLAB. 4. STORM DRAIN PIPING INSULATION, JAGKETS, GOVERIN65, 5EALER5, MA5TIG5 AND ADHE51VE-5 ARE REGUIRED TO MEET A FLAME -SPREAD RATING OF 25 OR LESS M AND A SMOKE -DEVELOPED RATING OF 50 OR LESS, AS TESTED BY A5TM E54 i (NFPA 255) METHOD. NATURAL 6AS PIPING RE SUPPORT 5PACINI6 FOR BLACK IRON 40 PIPE PIPE SIZE P15TANGE ( I N!) 5UPPORT5 (FT) 1/2 6 3/4 - I 6 1-114 TO 2-1/2 10 3 4 LARGER 12 5. INSTALL GLF�,N-OUTS 1N A LOCATION THAT PERMITS ACCESS FOR SERVICE WITHOUT SYSTEMS FORWIND FORCES SPECIFIC CONSULTING ENGINEERS ' FAX (216) 223-3210 DAMAGE TO THE BUILDING OR FINISHED MATERIALS:www.herschmanarchitects.com FOR THIS PROJECT LOCATION SHALL 9E 25001 EMERY ROAD SUITE #200ROOF � I I BY MASON INDUSTRIES, INC, OR EQUAL �VARRENSVILLE HEIGHTS, OHIO 44128 N(� PLAN, SGS: NONE MANUFACTURER AND AS REQUIRED FOR Phone; (21 6) 292-4696DIAGRAMSDETAILS ALL APPLICABLE CODES. FOX: (2 292-5874 GONTRAGTOR MU5T VERIFY ALL GLEARANGE5 AND Email: MAIL@MCHENRYASSCCIATES.COM P2w0 DIMEN510NS IN FIELD WIND BASE SPEED 110 MPH FLORIDA BUSINESS #0005282 MISC. MARK ITEM MAKE MODEL LOGATION SIZE BODY TOP BARKS HORSE FLOOR J.R. 2005-6A 5EE PLANS A5 NOTED CA5TIRON NICKEL NICKEL BRONZE FLAT STRAINER AND 1/2" TRAP PRIMER TAP. El DRAIN SMITH SERIES YC -A ENG BONZE R KAY EZ5TL8C " CLEANOUT J.R. 4402 WALL`HYPE AS NOTED GA5TIRON 5TAINLE55 WITH 5TAINLE55STEEL AGGE55 AS REQUIRED GOOLER SMMITH SERIES MOUNTED III STEEL NALL J.R. 5"12T EXTERIOR 3/4" BRONZE 5TAINLE55 NON -FREEZE WITH VACUUM BREAKER, 3/4" N.P.T. OUTLET, SLOAN HYDRANT SMITH 5ERIE5 WALL PER ARCHITECTURAL DRANIN65. 1" STEEL 3/4" INLET IN 5TAINLE55 STEEL WILL BOX. HI3 HOSE GHIGAGO q52 WITH 3/4" BY ROOF 5/4" BRONZE CHROME CHROME PLATE FINISH. INTER&RAL VACUUM BREAKER. BIBB WALL MOUNTED WITH FLOOR MIOUNTED FIXTURE SUPPORT, NOTE #-r, #8, #q. H05E THREAD HATGH AMERIGAN ALLBROOK PLATED REMOVABLE "T" HANDLE. WATER A 'A Elrs e' a .w rjtT 1 .nod FUEL INPUT RECOVERY OPERATING ELEGTRIG REMARKS TEMPERATURE ELECT. 2.0 KH 10 GPH 110 F 20b/I/60 PROVIDE T4P RELIEF VALVE AND AMTROL EXPANSION ® 140 F TANK #5T-5. ELECTRIC WATER COOLERS MARK ITEM MAKE MODEL TYPE NAME GAPAGITY GOMPRE55. GONDENSER HORSE ELECTRIC REMARKS HW GIN POWER YC -A ENG WATER R KAY EZ5TL8C " NALL 01 -LEVEL -1.8 6PH 1.8 CEPH AIR COOLED 1/5 115/1/60 WALL HUNG, STEEL. CABINET, 5TAINLE55 STEEL TOP GOOLER 5TANDARD lb GPF MOUNTED III @ 80 F FRONT AND 51DE PUSH BARS. MOUNT AT HEIGHT WALL MOUNTED WITH FLOOR MOUNTED FIXTURE SUPPORT M -B, !NATER AMERIGAN AFYML 2257.103 SLOAN INTEGRAL INTEGRAL 4" 2" PER ARCHITECTURAL DRANIN65. PLUMBING PUMPS MARK SERVING MAKE MODEL LOCATION HEAD GPM RPM H.P. ELECTRIC REMARKS RP -1 FNH -I TACO -. 006 SEE PLANS 5 TDH 5 3250 1/40 120/1/60 ALL BRONZE PUMP, CONTROL WITH TIME CLOCK AND AGIUA5TAT REGIRGULATION PUMP. PROVIDE SPARE REPLAGEABLE CARTRIDGE. NOTES. I. TIME GLOGK TO BE TORK 5ERIE5 W-IOOL 5EVEN DAY PROORAMMABLE TIME GL06K KITH 5PRIM6 GARRY OVER. 6ONTAGT5 RATED AT 20 AMPS AT 120V-1-60. 2. AQUA -STAT TO 13E HONEYYELL. 5ERIE5 L6148A WITH 24V THERMOSTAT AND TRANSFORMER. GONTAGT5 RATED AT 1.4 AMPS AT 120V-1-60. FIXTURESPLUMBING MARK ITEM MAKE NAME MODEL TRIM TRAP STOPS GONNEGTIONS REMARKS WASTE VENT HW GIN YC -A WATER AMERICAN AFAALL 2251.103 SLOAN INTEGRAL INTEGRAL 4" 2" - I" WALL HUNG, #100 OLSONITE OPEN FRONT SEAT, NO GOVER CLOSET 5TANDARD lb GPF III WALL MOUNTED WITH FLOOR MOUNTED FIXTURE SUPPORT M -B, !NATER AMERIGAN AFYML 2257.103 SLOAN INTEGRAL INTEGRAL 4" 2" - 1" NALL HUNG, #100 OLSONITE OPEN FRONT SEAT, NO COVER GL05ET STANDARD 1.6 GPF III WALL MOUNTED WITH FLOOR MIOUNTED FIXTURE SUPPORT, NOTE #-r, #8, #q. UR -A URINAL AMERIGAN ALLBROOK 6541.132 SLOAN INTEGRAL INTEGRAL 2" 1-1/2" - 3/4" WITH NALL CARRIER STANDARD 18b -I UR -f3 URINAL AMERICAN ALLBROOK 6541,132 SLOAN INTEGRAL INTEGRAL 2" I-1/2" - 3/4" WITH WALL CARRIER STANDARD 18b-1 NOTE #'I LAV -A LAVATORY AMERICAN MURRO Og54.000 SLOAN NOTE #5 NOTE #5 1-1/2" 1-1/2" 1/2" 1/2° WITH FLOOR MOUNTED CONGEALED ARM CARRIER, STANDARD #ETFb00-B ELEGTRONIG FAUGET WITH 3/8" SUPPLIES, NOTES #5, 10 4 II. LAV -B LAVATORY AMERIGAN MURRO Og54.000 SLOAN NOTE #5 NOTE #5 I-1/2" 1-1/2° 1/2" 1/2" WITH FLOOR MOUN"I"ED CONCEALED ARM CARRIER, STANDARD #ETF600-13 I ELEGTRONIG FAUCET KITH 3/8" 5UPPLIE5, NOTES #5, -1, IO 4 11. SINK KITCHEN ELKAY LU5TERTONE LRAD-Aq-65 HERITAGE NOTE #3 NOTE #4 1-1/2" 1-1/2" 1/2" 1/2" FAUC�E]T� - HDCP, WRIST BLADE HANDLES, STRAINER Gly'. SINK -04 621{0.1- 1{2 3/8" 5UPPLIE5 SS SERVICE FIAT MOLDED MSB -2424 AMERICAN 3" 1/2" i" 1-1/2" 3/4" 3/4" FAUCET WITH INTEGRALSTOPS, TOP 13RAGE SPOUT WITH BUCKET HOOK, SINK STONE STANDARD VALVES H05E END AND VAG1UM BREAKER, ROUGH CHROME FINISH. 8354.112 NOTES: I. INSTALL 5ERVIGE, 5HUTOFF 4 GHEGK VALVES, GOGK5, STOPS, AIR CUSHIONS, VACUUM BREAKERS, AND SAFETY DEVICES NjERE REQUIRED BY CODE, 5PEGIFIGATIONS, OR DRAWINGS. NO VALVES SHALL BE INSTALLED ABOVE SOLID GEILIN65. 2. ALL GATALOG NOS. REFER TO AMERICAN STANDARD UNLESS NOTED AND ALL FIXTURES IN WHITE UNLESS NOTED. 3. P -TRAPS TO BE Il' GA. CHROME PLATED WITH CLEANOUT AND ESGUTGHEON PLATE, COVER. WITH TRUE13RO LAV GUARD 2E -Z SERIES GOVERS. 4. STOPS TO 13E CHROME PLATED 1/2" ANGLE VALVE WITH CHROME PLATED 12" LONG, 1/2" O.D. FLEXIBLE RISER AND ESGUTGHEON PLATE, GOVER WITH TRUE13RO LAV GUARD 2E -Z SERIES COVERS. 5. ALL DRAINS AND WATER SUPPLY PIPING TO LAVATORIES TO BE CONGEALED IN TRUEBRO LAV SHIELD. 6. ADA FIXTURE, FLUSH HANDLE SHALL DE MOUNTED ON WIDE SIDE OF TOILET AREA AT 3b" MAXIMUM AVE FIN15H FLOOR. MOUNT AT ADA HEIGFIT. T, MOUNT AT ADA HEIGHT, 8. PROVIDE SLOAN VBF-12-A (TUT'. OF 22) FLUSH TRAP PRIMER WITH FLUSH VALVE. IF LOCAL GODES REQUIRE A b" DISTANCE BETWEEN THE CRITICAL LINE OF VACUUM BREAKER AND THE TRAP PRIMER, PROVIDE FLUSH VALVE MODEL 113. DRAIN PIPES FROM TRAP PRIMER VALVES TO BE PITCHED 1/2% MIN. FROM VALVE TO FLOOR DRAIN. q. ALL VITREOUS GHINA FIXTURES SHALL 13E WHITE. 10. PROVIDE SLOAN MODEL "B" TRANSFORMER, 120 VOLT/24 VOLT, HARD WIRED TYPE TO OPERATE FAUGET5. ELEGTRIGAL GONTRAGTOR SHALL PROVIDE ALL WIRING FROM TRANSFORMER. TO FAUCET. 11. PROVIDE SLOAN MODEL "MIX -135-A" TWW05TAT16 TEMPERING VALVE UNDERNEATH LAV SINK BEHIND TRUEBRO LAV SHIELD. 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 44128 MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292-4698 ALL APPLICABLE CODES: Fax: (216) 292-5874 GONTRAGTOR. MUST VERIFY Email: MAIL@MCHENRYASSOCIATES.COM ALL GLEARANGE5 AND OIMIFNSIONs IN r-IELID WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 o / a ev " ';-7 � —7 11 Deslgn 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 striotly prohibited without expressed written consent of Herschonan Architects, Incorporated. Date Issue 01/ 50/2012 E31i)/PERMIT a� o � mla J NN ® � u r' s C 6]� 0 Q m C c m m �s 6 yr N O F13 CS C C Q 6 Q� C c 6 c 6 Q m ®°7 Q v -2 C -2 1 c C N se N L E w qg O 0 L J c U C �.Q Q ® 4 J1 O Drawn By: Y4AR Project No.: 15101.00 FL. LIG. AR 5693 6A5 EGUIPMENT MARK DE5GRIPTION 6A5 DEMAND (MBH) RTU -1 ROOF TOP UNIT Ibq RTU -2 ROOF TOP UNIT Ibq RTU -3 ROOF TOP UNIT Ibq RTU -4 ROOF TOP UNIT Ibq RTU -5 ROOF TOP UNIT Ibq RTU -b ROOF TOP UNIT 130 RTU -1 ROOF TOP UNIT Ibq RTU -b ROOF TOP UNIT Ibq RTU -q ROOF TOP UNIT 13O RTU -10 ROOF TOP UNIT Ibq TOTAL (MBH) I fiI2 CODE] ✓ NOTES: I. ROOFTOP UNIT FURNISHED AND INSTALLED BY M.G. 2. 6A5 WIPE UP THROUC7H RDOF 5EE DETAIL #3 ON TH15 DRAWING. 3. PROVIDE FULL 51ZE 6A5 GOGK, REGULATOR, UNION AND DIRT LEG AT CCAS GONNEGTION TO ALL 6A5 U51NG EQUIPMENT ON ROOF, TYPICAL. 4. GA5 PIPE SUPPORT ON ROOF. 5EE DETAIL F ON PRAHIN6 P2.0. 6A5 PIPING: A. HORK TO INCLUDE PIPING FROM STUB -UP AT BUILDIN6 WALL, GA5 METER 4 5ETTIN6 AND GA5 PIPING TO ALL 6A5 FIRED E6101PMENT SERVING BUILDING, AND THE CONNECTION TO THE EQUIPMENT. FURNISH AND INSTALL 6A5 PRESSURE RE6ULATOR.5 A5 INDICATED ON PLAN5. 5. ALL WORK 5HALL 13F IN ACCORDANCE HITH ALL. APPLIGABL.E LOCAL CODE REGUIREMENTS, AND THE PROV151ON5 OF NFPA-54 AND NFPA-5b. G. PIPE 2" AND 5MALLER SHALL BE SCHEDULE 40 STEEL HITH THREADED MALLEABLE FITTINGS. D. VALVES SHALL BE GAS GOGK5 MANUFACTURED BY NIBGO. E. ALL PIPING EXP05ED TO TI -PE OUTDOOR5 OR RUN IN UNCONDITIONED 5PAGF5 5HALL 13E LIMED AND PAINTED WITH TIo GOATS OF RUST INHIBITIVE ENAMEL. COLOR TO BE SAFETY YELLOW. F. PROVIDE DIRT TRAP5, SHUT-OFF VALVES AND UNIONS AT EACH CONNECTION TO 6A5 FIRED EGUIPMENT. PROVIDE REGULATOR A5 REQUIRED AT EACH PIECE OF EaUIPMENT. OP� NOTE5: 1) VERIFY INLET 6A5 PRE55URE REQUIREMENT5 FOR AIL 6A5 REQUIRED EQUIPMENT. 2) RELIEF VENT SHALL 13E LOCATED A MINIMUM OF 10'-0" FROM OUT5IDE AIR. INTAKES. 3) ELEVEN (10) REGULATOR5 REQUIRED FOR. THI5 PROJECT. 4) REFER TO 6A5 EQUIPMENT 5GHEDUI E ON THIS DRAHIN& FOR 6A5 DEMAND OF EACH UNIT. CONNECT TO UNIT 6A5 CONTROLS WITH GROUND JOINT UNION. PROVIDE GROMMET FOR HATER -TIGHT SEAL 51ZE AS NOTED ON MAIN FLR. PLAN I- OF - 6A5 PRE55URE REGULATOR WITH INTERNAL VENT (IF REQUIRED) INSTALL PER MANUFACTURERS REGOMMENDATION5. VENT ELBOH DOWN GROUND JOINT UNION GA5 GOGK HITH PLUGGED I/W ML t, I !—NPT TEST GAUGE CONNECTION - PIPE ADAPTOR PLUGGED VEY' NPT TEST DRIP/DIRT 6AL16E CONNECTION POCKET STEEL SLEEVE — KELD TO 5TRUGTURE AND FILL HITH HATER PROOF MA5TIG 5GALE: NONE 6A_5 PIPING 2P51 RUN ON ROOF PRIME � PAINT RUST- RE515T. PAINT (5AFETY YELLOW) 2" MIN. (TYP) (TYP.) PIPE OR T CONDUIT, ETC. 6A5 PIPE ADJUSTMENT —/ PIPE5TAND AT ROOF= OBSTRUCTIONS (TYPICAL) lFP i KkP. ry l; i. 4 \-- GA5 PIPING (7" HC) TO ''--- ATTACH 132400 STRUT TO w a~ y n 09 ; C"� dj .�Ia4,P 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 Herschman Architects, Incorporated, Date �S�IJB 01/50/2012 BID/FERMIT Drawn By; IJPU Project No.: 151®1.00 C2.1 SGALE: 3/32" = 1'-0" W 25009 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (216) 223-3200 FAX (216) 223-3210 www.hcrschmanarchitccts.com PLUMBING O F LAN P3.0 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. [M WALL PACKS SHALL BE MOUNTED AT 11'-U° TO BOTTOM OF FIXTURE 06— ,5 3.8 3.9 4.44.5 4.6 FIXTURE TYPE RY (5-5 (5.9 6.1 6.2 TYP. 6.7 6.8 Z5 Z5 - SHALL BE MOU TED Z5 �. �4 AS HIGH AS P SSIBALE EM WALL PACKS IN F E-_ STOCK ROOM SHALL BE E �NaT H- T Hr _NOPY. MOUNTED AT 14'-0" TO BOTTOM OF FIXTURE zi-] .1 R3 ID TT I L Z5 2/1 C20 Lo IF UP LG 41 NL I NL NLNF PENDANT MOUNTED TYPE *RCH LG/4 F-1 I LA.F.F. TO BOTTOM OF FIXTURE. 6.1 j(6. �2 Typ, 6"7 16,8 Ul LL 411) UP -1 V21 U/24 *NL )UU �31 AU/1 U/15 12 _IVIF, 13' DISPLAY - NL I LG/41, A21 A Cl C12 3' DISPLAY --U/33 A15 A15 A28 A31 Fo 0 0 0 1 0 F L /2 0 U/4 U/6 U/l4 -3- _q=j U/20 U/23 U/24 U 19 Uj29 00 U/32 4 U/27 FEN ii A39 - In 139a F1/39 Fl 39 A17 Fl -EM 139a Fl/139 Fl/39 U0 U ff kU/25 4�0/30 U/7 NL NL 3F y32 x U/29 U/30 R 39a F, A29 E F1 39 FE F1 3 CAI RC/3 FT 0- 17r:: U/2 J/4 Luill I I t RC 7 E 7- 3E /24 S2/3 LG2/39 17117117 IL 11 11 11 11-11-171 d 10 S2/5 A27 LG2/5 Em T 37 T 117 LG2/5 EM LG2/35b L132/3�_b LU/3_5]b 2/ LG2/35d LG2/35d LG2/5 EM LG2 LG2/35e LG2/35e LG2/5f E M11 LG2_/35f LG2/35f L02/35f LG2/5 EM 1-_ 11 -_ — mm_- --- b I d I _0110— F- . I L IWIF os � -------�-- �L�-� �*mmnoao^ tZ Design an t8 deidditic'n documents as Instruments of service are given in confidence and remain the property r no u documents for purposes other than the specific proloot named herain is Strictly prohibited without expressed written consent of Hersohman A,omtw^tm, mvv,pmr^tau. ate Is3ue eO/2012 B|IJ/FFERM|T � � � e � � � � m � � w � � � � � w 3vvO By: TINK L EM A35) OH- - ----- -4- �-'FIXTURE TYPE T SHALL BE | RECESSED, | | | | | TYPICAL FOR ALL ARCHERY �= FIXTURES. ' | | | � / C2.�� ' ~/~~- = V-0" 0 KLV[LNOTES: �LN[CNL L|zUT|N�NOTLS' | r 1' NOT USED. ' D. PROVIDE TWO JUNCTION BOXES AT THIS LOCATION, FOR CONNECTION TO THREE LEVEL S U F A. SEE DETAILS "U" TYPE FIXTURES. MOUNT � VALENCE SHELF LIGHTING TO BE MOUNTED IN FIXTURING, ONE TO BE MOUNTED @ 8,-0" 14 AFF 1�'_U^A.F.F. TO UNDERSIDE �F FIXTURE. %. FIXTURE TYPE LG2 WITH WIRE GUARD FOR THE STOCK ROOM SHALL BE MOUNTED AT 15'_0° AND ONE 0 4'-7" AFF. MOUNT S0 AS TO BE CONCEALED WITHIN WOOD PILASTERS. BAFF TO UNDERSIDE OF FIXTURE /T'm|CAA' COORDINATE WITH VENDOR &1. LAMPS ARE TO BE PROVIDED BY VENDOR #18ELECTRICAL B. ALL LIGHT FIXTURES ARE CONTROLLED BY ENERGY MANAGEMENT SYSTEM. SEE CONTRACTOR TO MANE FINAL CONNECTION. E.C. SHALL FURNISH, INSTALL AND WIRE LIGHTI SHEET E5'0 FOR ENERGY MANAGEMENT CONTROL SCHEDULE I SWITCH CONTROLS ONLY THE T' CAN LIGHTS. FIXTURE ILLUMINATINGMURAL SEPARATELY FIXTURES. PURCHASE L|C�� FIXTURES FROM VENDOR #18 (TYPICAL). / C. E.C. SHALL VERIFY THE PROPER MOUNTING HEIGHT OF THE EMERGENCY SWITCHED. PROVIDE INDIVIDUAL GANG BOX AND FACE PLATE FOR SWITCH. G. LOCATE V0&L SWITCH ON WALL BETWEEN DOOR AND WALL MIRROR IN ALL | _- FITTING ROOMS. FIXTURES WITH THE LOCAL FIRE MARSHALL PRIOR TO INSTALLATION. COORDINATE FINAL LOCATION |N FIELD. LIGHT FIXTURE RECESS WALLWASH CEILING MOUNTED. CENTERED ON MURAL. | D. REFER TO DRAWING E2'0 FOR ROOW'/«REA NAMES. 5, ELECTRICAL CONTRACTOR SHALL PROVIDE A REVERSE -ACTING SpDT TIMER USED AS NORMALLY 1O' PROVIDE 0E AND INSTALL TYPE p FIXTURES AS SHOWN IN GRAPHIC PANELS PER ARCH ELEVATIONS CLOSED14 FF31�W OR EQUAL /15 �|MUT[3\\ 'R0ND[ INDIVIDUAL GANG BOX AND ON 3H� Al2'2' FIXTURES FURNISHED WITH CONNECTORS AND CORD AND PLUG.PLUG INTO �^ E. MAINTAIN 10 FT. CLEARANCE IN FRONT AND 4 F[ CLEARANCE TO EITHER SIDE Yn/u�wm//� ` //' r OUTLET SHOWN ON SK[ E2.0. . FACE PLATE FOR SWITCH. 0R TYPE U FIXTURES N�R�3. �CB7�C�H���. ' L-] | 6. ROUTE ALL CONDUITS CONCEALED ON INSIDE FACE OF BUILDING WALL. NO EXPOSED CONDUITS 11' ELECTRICAL CONTRACTOR SHALL MOUNT REMOTE BATTERY PACK FOR R3 FIXTURE ABOVE CEILING 11 WALL PACKS IN LOWER F. SE[ LIGHT FIXTURE SCHEDULE ON DRAWING E4.0. ON EXTERIOR WALL` OR AS HIGH AS POSSIBLE IN LOCATIONS WITHOUT CEILING. LEVEL SHALL BE FG MOUNTED AT TO 0' ALL BRANCH CIRCUITS MORE THAN 100 FEET IN LENGTH FOR 120 VOLT 7. PROVIDE ONE JUNCTION BOX AT THIS LOCATION, FOR CONNECTION TO VALENCE S' ELF LIGHTING 12` ROUTE CONDUIT DOWN NEAREST COLUMN AND UNDER FU O0R FOR FITTING ROOM/PORTAL P0 N ER. 20.1 CIRCUITS AND 200 FEET FOR 377 VOLT CIRCUITS SHALL BE MINIMUM #10 AWG` MOUNTED |N F{[UR|N�, ONE TO BE MOUNTED 0 9'-0' AFF. MOUNT 3O AS TO BE 13. EXISTING WALL PACK LIGHTING TO BE MAINTAINED, ELECTRICAL CONTRACTOR SHALL CLEAN, H. REFER TO DIMENSIONED LIGHTING PLAN ON DRAWING E1.0a FOR EXACT CONCEALED WITHIN WOOD PILASTERS. COORDINATE WITH VENDOR #1� LAMPS ARE TO BE REUU�p AND REPAIR FIXTURES TO UKE NEW CONDITION, AND REPLACE INOPERABLE FIXTURES 2 LOWER LEVEL LIGHTING PLAN LOCATION AND MOUNTING HEIGHT OF ALL LIGHT FIXTURES. COORDINATE WITH PROVIDED BY VENDOR 818' ELECTRICAL CONTRACTOR TO hNNE FINAL CONNECTION, E.C. SHALL WITH NEW FIXTURES OF LIKE KIND. WALL PACKS SHALLBEREHED FROM DICK'S gpORT|Mn ARCHITECTS REFLECTED CEILING PLAN ON SHEET A3.O PRIOR TO ROUGH -IN. FURN|SU, INSTALL AND WIRE LIGHT FIXTURES. PURCHASE LIGHT FIXTURES FROM VENDOR &18 GOODS PANEL AS SHOWN. ./32" 1'-~"' |. ALL CONDUITS RUN IN EXPOSED CEILING AREAS SHALL BE RUN WITH (TYPICAL). 14' EXISTING LIGHTING TO BE MAINTAINED. ELECTRICAL CONTRACTOR SHALL MAINTAIN [X|3ONC STRUCTURE TIGHT TO UNDER SIDE OF ROOF DECKING. CIRCUITS FEEDING LIGHTING IN THIS AREA AND ROUTE CIRCUITS AROUND NEW DICK'S SPORTING GOODS SPACE. COORDINATE ALL REQUIREMENTS WITH LANDLORD'S REPRESENTATIVE PRIOR TO BID. _ � 0 D _ ' M _ _ ' - / - � � 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. [M WALL PACKS SHALL BE MOUNTED AT 11'-U° TO BOTTOM OF FIXTURE 06— ,5 3.8 3.9 4.44.5 4.6 FIXTURE TYPE RY (5-5 (5.9 6.1 6.2 TYP. 6.7 6.8 Z5 Z5 - SHALL BE MOU TED Z5 �. �4 AS HIGH AS P SSIBALE EM WALL PACKS IN F E-_ STOCK ROOM SHALL BE E �NaT H- T Hr _NOPY. MOUNTED AT 14'-0" TO BOTTOM OF FIXTURE zi-] .1 R3 ID TT I L Z5 2/1 C20 Lo IF UP LG 41 NL I NL NLNF PENDANT MOUNTED TYPE *RCH LG/4 F-1 I LA.F.F. TO BOTTOM OF FIXTURE. 6.1 j(6. �2 Typ, 6"7 16,8 Ul LL 411) UP -1 V21 U/24 *NL )UU �31 AU/1 U/15 12 _IVIF, 13' DISPLAY - NL I LG/41, A21 A Cl C12 3' DISPLAY --U/33 A15 A15 A28 A31 Fo 0 0 0 1 0 F L /2 0 U/4 U/6 U/l4 -3- _q=j U/20 U/23 U/24 U 19 Uj29 00 U/32 4 U/27 FEN ii A39 - In 139a F1/39 Fl 39 A17 Fl -EM 139a Fl/139 Fl/39 U0 U ff kU/25 4�0/30 U/7 NL NL 3F y32 x U/29 U/30 R 39a F, A29 E F1 39 FE F1 3 CAI RC/3 FT 0- 17r:: U/2 J/4 Luill I I t RC 7 E 7- 3E /24 S2/3 LG2/39 17117117 IL 11 11 11 11-11-171 d 10 S2/5 A27 LG2/5 Em T 37 T 117 LG2/5 EM LG2/35b L132/3�_b LU/3_5]b 2/ LG2/35d LG2/35d LG2/5 EM LG2 LG2/35e LG2/35e LG2/5f E M11 LG2_/35f LG2/35f L02/35f LG2/5 EM 1-_ 11 -_ — mm_- --- b I d I _0110— F- . I L IWIF os � -------�-- �L�-� �*mmnoao^ tZ Design an t8 deidditic'n documents as Instruments of service are given in confidence and remain the property r no u documents for purposes other than the specific proloot named herain is Strictly prohibited without expressed written consent of Hersohman A,omtw^tm, mvv,pmr^tau. ate Is3ue eO/2012 B|IJ/FFERM|T � � � e � � � � m � � w � � � � � w 3vvO By: TINK L EM A35) OH- - ----- -4- �-'FIXTURE TYPE T SHALL BE | RECESSED, | | | | | TYPICAL FOR ALL ARCHERY �= FIXTURES. ' | | | � / C2.�� ' ~/~~- = V-0" 0 KLV[LNOTES: �LN[CNL L|zUT|N�NOTLS' | r 1' NOT USED. ' D. PROVIDE TWO JUNCTION BOXES AT THIS LOCATION, FOR CONNECTION TO THREE LEVEL S U F A. SEE DETAILS "U" TYPE FIXTURES. MOUNT � VALENCE SHELF LIGHTING TO BE MOUNTED IN FIXTURING, ONE TO BE MOUNTED @ 8,-0" 14 AFF 1�'_U^A.F.F. TO UNDERSIDE �F FIXTURE. %. FIXTURE TYPE LG2 WITH WIRE GUARD FOR THE STOCK ROOM SHALL BE MOUNTED AT 15'_0° AND ONE 0 4'-7" AFF. MOUNT S0 AS TO BE CONCEALED WITHIN WOOD PILASTERS. BAFF TO UNDERSIDE OF FIXTURE /T'm|CAA' COORDINATE WITH VENDOR &1. LAMPS ARE TO BE PROVIDED BY VENDOR #18ELECTRICAL B. ALL LIGHT FIXTURES ARE CONTROLLED BY ENERGY MANAGEMENT SYSTEM. SEE CONTRACTOR TO MANE FINAL CONNECTION. E.C. SHALL FURNISH, INSTALL AND WIRE LIGHTI SHEET E5'0 FOR ENERGY MANAGEMENT CONTROL SCHEDULE I SWITCH CONTROLS ONLY THE T' CAN LIGHTS. FIXTURE ILLUMINATINGMURAL SEPARATELY FIXTURES. PURCHASE L|C�� FIXTURES FROM VENDOR #18 (TYPICAL). / C. E.C. SHALL VERIFY THE PROPER MOUNTING HEIGHT OF THE EMERGENCY SWITCHED. PROVIDE INDIVIDUAL GANG BOX AND FACE PLATE FOR SWITCH. G. LOCATE V0&L SWITCH ON WALL BETWEEN DOOR AND WALL MIRROR IN ALL | _- FITTING ROOMS. FIXTURES WITH THE LOCAL FIRE MARSHALL PRIOR TO INSTALLATION. COORDINATE FINAL LOCATION |N FIELD. LIGHT FIXTURE RECESS WALLWASH CEILING MOUNTED. CENTERED ON MURAL. | D. REFER TO DRAWING E2'0 FOR ROOW'/«REA NAMES. 5, ELECTRICAL CONTRACTOR SHALL PROVIDE A REVERSE -ACTING SpDT TIMER USED AS NORMALLY 1O' PROVIDE 0E AND INSTALL TYPE p FIXTURES AS SHOWN IN GRAPHIC PANELS PER ARCH ELEVATIONS CLOSED14 FF31�W OR EQUAL /15 �|MUT[3\\ 'R0ND[ INDIVIDUAL GANG BOX AND ON 3H� Al2'2' FIXTURES FURNISHED WITH CONNECTORS AND CORD AND PLUG.PLUG INTO �^ E. MAINTAIN 10 FT. CLEARANCE IN FRONT AND 4 F[ CLEARANCE TO EITHER SIDE Yn/u�wm//� ` //' r OUTLET SHOWN ON SK[ E2.0. . FACE PLATE FOR SWITCH. 0R TYPE U FIXTURES N�R�3. �CB7�C�H���. ' L-] | 6. ROUTE ALL CONDUITS CONCEALED ON INSIDE FACE OF BUILDING WALL. NO EXPOSED CONDUITS 11' ELECTRICAL CONTRACTOR SHALL MOUNT REMOTE BATTERY PACK FOR R3 FIXTURE ABOVE CEILING 11 WALL PACKS IN LOWER F. SE[ LIGHT FIXTURE SCHEDULE ON DRAWING E4.0. ON EXTERIOR WALL` OR AS HIGH AS POSSIBLE IN LOCATIONS WITHOUT CEILING. LEVEL SHALL BE FG MOUNTED AT TO 0' ALL BRANCH CIRCUITS MORE THAN 100 FEET IN LENGTH FOR 120 VOLT 7. PROVIDE ONE JUNCTION BOX AT THIS LOCATION, FOR CONNECTION TO VALENCE S' ELF LIGHTING 12` ROUTE CONDUIT DOWN NEAREST COLUMN AND UNDER FU O0R FOR FITTING ROOM/PORTAL P0 N ER. 20.1 CIRCUITS AND 200 FEET FOR 377 VOLT CIRCUITS SHALL BE MINIMUM #10 AWG` MOUNTED |N F{[UR|N�, ONE TO BE MOUNTED 0 9'-0' AFF. MOUNT 3O AS TO BE 13. EXISTING WALL PACK LIGHTING TO BE MAINTAINED, ELECTRICAL CONTRACTOR SHALL CLEAN, H. REFER TO DIMENSIONED LIGHTING PLAN ON DRAWING E1.0a FOR EXACT CONCEALED WITHIN WOOD PILASTERS. COORDINATE WITH VENDOR #1� LAMPS ARE TO BE REUU�p AND REPAIR FIXTURES TO UKE NEW CONDITION, AND REPLACE INOPERABLE FIXTURES 2 LOWER LEVEL LIGHTING PLAN LOCATION AND MOUNTING HEIGHT OF ALL LIGHT FIXTURES. COORDINATE WITH PROVIDED BY VENDOR 818' ELECTRICAL CONTRACTOR TO hNNE FINAL CONNECTION, E.C. SHALL WITH NEW FIXTURES OF LIKE KIND. WALL PACKS SHALLBEREHED FROM DICK'S gpORT|Mn ARCHITECTS REFLECTED CEILING PLAN ON SHEET A3.O PRIOR TO ROUGH -IN. FURN|SU, INSTALL AND WIRE LIGHT FIXTURES. PURCHASE LIGHT FIXTURES FROM VENDOR &18 GOODS PANEL AS SHOWN. ./32" 1'-~"' |. ALL CONDUITS RUN IN EXPOSED CEILING AREAS SHALL BE RUN WITH (TYPICAL). 14' EXISTING LIGHTING TO BE MAINTAINED. ELECTRICAL CONTRACTOR SHALL MAINTAIN [X|3ONC STRUCTURE TIGHT TO UNDER SIDE OF ROOF DECKING. CIRCUITS FEEDING LIGHTING IN THIS AREA AND ROUTE CIRCUITS AROUND NEW DICK'S SPORTING GOODS SPACE. COORDINATE ALL REQUIREMENTS WITH LANDLORD'S REPRESENTATIVE PRIOR TO BID. NOTE: CONTRACTOR TO INSTALL— PROTECTIVE CAGES OVER LIGHT FIXTURES. (TYP.) OB- -- oD- aE- (Hj --- - ---II T 4 5 6 0.5 3.8 3.9 (4.5 4.6 5.5 5.9 -6.1 6.2 6.7 6. .4 7 8 9 2 7- 3 --j- 4 EQ. _9 EQ L EQ. I ILI 1 11 -L __L _J_ _L _L 4EQ EQ. EQ.' 49-8" 4°4# EQ. Ir 81-0" 4' DO I--- E-ij- F - _[F_ 7 --1, L _11ir ILI -1k o F4 U '4Q1 _J U H 4 EL LJ L r= 7l l qF-1 EQ. EQ V -=. I \� , i,, 7 LII— __n r_-� L] --------------- —_ — -- — — — — — -- --- ccir - — — — — — — — - F_ TYP. II_; ��_ _ll I i I I I i i I i I I LJ8'-0� I I T ��� i I I I � =� II _ 60 -on C) ILL T LU C31 TT _7J L i C? I II 00 L L FT III 1- 101 — — — — — — — — - — — — — — — EQ. —11 F IF TYP. _J HID FIXTURE CEqTERED ON AISLE. FINAL LOCATIONS SHALL BE COORDINATED IN THE FIELD WITH FINAL GONDOLA LOCATIONS AND ADJUST ACCORDINGLY. SEE DETAIL 6/E3.OA. (TYPICAL OF 4 IN CAMPING) 4 S-6" 3-6 6'-0' 6'-0' I I II II F >I I I I II I I I l L IIl _J -J L — ----- — — — — — — — — — -- L — — — — — --- — — — — — — — — — — — - I L -1 F- 77 F* � I -= =' ,� I j I I I I I I III I I I 11 I II I I I I I I I z 4 II L : Kh 7 117 7T F 7 7 7773[_-_--_4 6'-0- 6'-0" 1 6#_0 6'-(" ------ t -1 LU EQ. r t l F, 11 l II L CIL I \ I , -1 /X\ LL EQ. 6 LL — — — — — — - 4 _l + FIFF F4X iF l I /\ , T T 17+ 111, 18-0 TYP. 'E Ld Q. 01) -1- IIIUJI F F F X L 3 L ------ 1-' 77 TYPJ 8'-0" TYP, `-on L�7 WALL WASH FIXTURE CENTERED ON MURAL L III—iII�I II II L X X -7 Ln F F & M_ CD COO— IL—ll -A ll 11 1--- - I I I l 17 LO I- _ll� ' ll ll ll �l �l 11 IF -1 TYP. I X I X _IL LI M-9 ka 5�7 X X " _Illi. --1 III II - ;I'= II — -- wi 7 L I vi 1_0 X F_ _-IFI/ LO n II III II LIT lL I -Ill L _1 11 4'-0' PT 8'LT' '-0' 8_0 4 -0"' 00 T IL- L _� -I- -F _U J, -7, AL -IL — — — h EF 1 00 -7 L F -I X L __1\_17 -IF .7it —on F _J Z_ 1< >< 4— + F C21) -1 I F-\ F\_ __I1 I -I[\— 7 - 1- - L __\Ll L��,L —\-,]L _'AL —\'JL l L -1 X - ---------- GENERAL LIGHTING NOTES A SEE DETAILS E3.OA FOR INSTALLATION OF U TYPE FIXTURES, MOUNT @ 16'-0" A.F.F. TO UNDERSIDE OF FIXTURE. B. MOUNT FIXTURE TYPES 113", 1131" AND 1132' 0 15'-0' AFF TO UNDER SIDE OF FIXTURE. C. UNDER DIVISION 16 CONTRACTOR 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. E. MAINTAIN 10 FF. CLEARANCE IN FRONT AND 4 FT. CLEARANCE TO EITHER SIDE FOR TYPE U FIXTURES NEAR TVS, EXCEPT AT CASHWRAP. F. SEE LIGHT FIXTURE SCHEDULE AND SYMBOL LIST ON DRAWING E4.0. C. COORDINATE WITH ARCHITECTS REFLECTED CEILING PLAN ON SHEET A3,O PRIOR TO ROUCH—IN. K 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. v C) 0 V 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 oonstructlon documents for purposes strictly prohibited without enpress®d written consent of Herschman Date Issue 01/50/2012 BIE?/PERMIT IDrawn By: TNN Project No.: 15101.00 0 0 z IMM Er 0 WIND DATA m&a FL. LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, 0H 44128 DESIGN OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT RESTRAINT McHENRY & ASSOCIATES, INC. TEL (216) 223-3200 SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS FAX (216) 223-3210 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. Fox: (216) 292-5874 GONTRAGTOR MU5T VERIFY ALL GLEARANGE5 AND Email: MAIL@MCHENRYASSOCINrES.COM ElsOA DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 OB- aF- �� 3.9 4.44.5 � o .1 . �a m — — — — — — DISPLAY i DISPLAY 124 � I >3 I I I II I I I I I I I II I I ILI u II::oBDJ����� Q+ I (Iu� NIS Ih r ALL TRACK LIGHTING SHOWN 1 V ..I IN TI d:�lEll� V IEI�R, CHECKOUT' AWG IS LIGHT FIXTURE TYPE 'GFW' � + BB7 AND COLOR TO BE WHITE == u�o'L - 82' I TYPICAL III dI -1i ��I li-1 7.2A ) F-1 III .F - ,_I- - I H71E _L---_Ill=1 --------------- I- L � I TEAM SPORTS I J II J+ - II- `OD =11 AwCot) C9e -- ------ C 9o' II { 8.5A + _ -� I II I -ol `4,RACQ�TET 5PORT- �I � � II �� r; u i I- I I'utd�a�"IIJI�oI�k��N��E I III III I II SPORT CAMP COMPI swim WOMEN ATHL L _J (c_ I --- -- I I III I I I con I I I I -- X10 -AWG �J cc + + 108' AWG c13 I I I I I I 66° I I I � \� I I !/ I � I II .,�I I I I MEN BOOTS SEE DETAIL 4/E3. FOR 6.5A \, !/ A'd'[L,A:'d'I� M UNTING AND AIM NO — --- -- — R gUIRMENTS OF T ACK � U HTING. _ I I I 1 I WATER S OR'T°S I SII I - I� I I n ==�'�10 I I I I I � I III III II � I III I II I I I I I C7 AWG _._. 01� � SALT WATER 9..11�A. III II I:I`r. RIA. HT. RNI. _ _(JL�7) I I i I F a II _J- _1 -- G - r. I I� I I I II II � I I I II I I II 0 - I I I AWG #10 HUNTING APDL I I I I AWG { IW I I �� C11 BB9� i.. _L J �\ 7.8A I 7.8A i J�D , �----------- _------_----- -.- _---- - - _ --=--- --------------------------_- FF1 - BB3 I I I I II II I II !I II II II I I��, rlr G -I I Il I II 'Il II II J I �Idl -I FOOTWEAR !"! I I- _J r 1 I r ,�i' I` i BBi - = I III II II II II it I _Ili—Iz � _ II II II II II _1� IF_ —I - - - - - - I- -III- -{ II II II II II II } t 1 1 WOI�II�°:�III,.jl uor.�lll� o-�aj�.jlCC II III II - - ,2z C_ 11_J - �-- Ji— —I— C3 _ —1 I it I. ILII ILII II II III II II c c1 I I I I—I _ ARf'.), llETlY LA11E � - ��I�--= 7p 1 X10 II II II a _ OKI II I II i 111111 I[ II JIJII II]IL II_II_.II_I I ' I - - ; _ AWO I F 1,11 11 1171711 _11711711711 a II 7.� — 129° T T T ------F T--�— r _ _.L. - II X II III rrll lu �---- ---- - -- ------------- -- - --- ---- - -------- II I, — ---I ----� -- CUF I I- — — — — � — — — — L n"lf��l�wll IIi:jC'iM� � 5 MAIN T�'OO TWEAR SrIl`OCK ,I, _ i -- - - - II I -II - — II II II II- LIGE LFR�,>�..I��91H� --- ----- ---�— �— ONE r--- J -71 - \ I� I-- I I MAIN STOCKI I � �� �-� -- i x E:.C,.�,6T LBIt'AI. IfRtW��1141 I J / \ ELIN. IW . AVJC��I' TA 4 - — — - — — - - - — - - — — -- < I y 717 L _ n LSWC2 C3 - � I r- -1 � � " _')F � 11 CURRENT LIMITING PANEL I I I PANEL BB FOR PANEL 'C' TRACK LIGHTING CIRCUITS, SEE ONE LINE VV(t)IVII1E,II ''Q 1 FIR I ul I I I ��pt�tlDa®�9aae,> _ dY kyr .c.� • z co Co Design and construction documents OG 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 cons®nt ®f Herschrroen Architects, Incorporated. [date Issue 01/50/2012 BILVFERMIT w Drawn By: TNN Project No.: 13101.00 TRACK LIGHTING PLAN 7 E1.1 3/320 = 1 Y_01 HERSCHMAN ARCHITECTS IN C O R P O R A T E D WIND DATA m&a FL. LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, GH 4 128 DESIGN OF MECHANICAL, ELECTRICAL AND PLUMBING EQUIPMENT RESTRAINT McHENRY ASSOCIATES, INC. TEL (216) 223-3200 FAX (210) 223-:210 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 44126 ING TRACK LIGHTING MANUFACTURER AND AS REQUIRED FOR phone: (216) 292-4696 PLAN ALL APPLICABLE CODES. Fox: (216) 292-5674 GON ACTOR MUST VERIFY Email: MAIL@MCHENRYASSOCIATES.COM Ell ALL 6I EARANCE5 ANS, DIMEN51ON5 IN FIELP WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005262 u MOUNT DOOR BELL PUSHBUTTON +48" AFF ON WINDOW C�FRAME. STUB 3/4"C CONCEALED UP TO JOIST SPACE 3.8 3.9 4.4 4.5 C6 5.),5 (5.9 6.1 6.2 6.7 6.8 1 26 - _ _ J UISPLP F1 WP WITH BB1-40 BB1-42 eRF'I.�Y (7 S S 14'-0"' AFF R B13 MOUNT COVER -4-BBI 33 B1 �.�--_� R 5 COORDINATE EF4 RECEPT CLE \ -- ADT �a� ABOVE WINDOW 11 \ 3 J, 11 11 PET I - J_ .__ ----- WITH J , I - EF5 I Y OA - - - - - ---- T- - - - -- - - - J- - - - 1 � � l IIIII --- - --Illllflllff � ---- IG 13 AWG _ 13 15 B13 AWG 22 D 1 L:TALI MOUNT NEXT TO IDF 1- B36 I�'"� = I 1I;�i �LI� °R�I��OI�'� IG -26 _ _ 5 I B36 I u Ilul II � 11' 4 - -� a2 IG -28 BOARD ABOVE DOOR. I= U--1==Ulnnl._ �'�- I B3 - -- -- - - - - -I. IG - SEE DEI -AIL 3/E7.0 L- _ .- - - -- -- - i -C - i J L_-1 °-�:io Illnl - MOUNT RECEPTACLE 111'111 16 HIM I ABOVE WINDOW - - - - - - El 22 D I ineie CHECKOUT PVM SUSPENDED T 8 -6„ IM SEE DETAIL 8/E3.ILL + 34 v I o n II_=i _ -IL- 27)_ .1r I EMS SENSOR L - -I III I � EMS SENSOR 27 A.F.F. FOR RTU -3 - �% -- \ fu FOR RTU -1 � CIII III � I- 17 ;�l�.�. _I IG IG -21 I I III - - - - _-_I _ I T c H - - - - - - - co T_"ce - - - - -� - - --� - 2 -- -.-- - -- - -- ----- J_ - - _ SEE DETAILS ON ALL GEN. ACC RECEPTACLES SHALL BE - - - - -- I SHEET E3,0 FOR MOUNTED WITHIN THE SERVICE COUNTER. 27 EMS SENSOR I GOLF SERVICES FOR RTU -2 II I REQUIREMENTS COORDINATE WITH VENDOR #1 II -- I ----- --- -- _..---- - -- - - - I I I - .I. I F - -- - - - -I TEA AM SPORTS -� 9'-2" �T STRINGER 77 rA�4 Il$gU E Sg4pS J L 0I )IIC23 105 -_ .� 1'-0" AFF 1,-©" To CMU ®/ I AFF / l SEE DETAILS ON Z I- - - SHEET E3A FORS - I- _LD - - �! - Jo oc-10'-6", REQUIREMENTS -� - - - 5 IG A.F.F. -I C2 i _. II BB4 _= -1' III I II B81-9 I I I BB1-2 1 -6 IG -23 \/ Q➢ME A` HL A.F.F. I-_'_( II SPORT GAMES 1L------------ J --_ -----I---- ��1��5WgI� - - - - C��ci I 11'-8" AFF 09 // % I� I� I I 9'-2" AFF X11 -- - - I- +6"11 J. BOX FOR CONNECTION TO MOTORIZED GRILLE. WIRE ALL CONTROLS PER MFR. AFF CB BB 35 TYP. - -- - WIRING DIAGRAMS. CDo O- /�j T = S 2 F7 ( , SENSOR(27 B9 \\ i 27 EMS SENSOR 28 TYP. - J D7 FO RTU -5 FOR RTU -4 II X C _ I % 91 9,1 \� 21 // 9 - "AFF MEN BOOTS 11'-18" AFF- 11 (MAX) ��� -moi----------�- J-��- - ---- ATHLETIC -' 0 FRONT ENTRANCE MDOOR BELL SHALL �� BE MOUNTED TO COLUMN AS HIGH AS II 1 \ SECURITY PEDESTAL SYSTEM - COORDINATE EXACT PEDESTAL POSSIBLE IN JOIST SPACE. PROVIDE LOCATE PEDESTAL TO \ LOCATIONS MAXI OF 4 PER CONTROLLER W1 DRAWING. RECEPTACLE AT DOORBELL WATEk SPORTS ALIGN WITH FACE OF SIGNAGE OPENING. I I _�� \ TO DIGITAL 904C CONTROLLER BEHIND ACCESS PANEL ABOVE MALL I� I f D5 ENTRANCE, C00 DINATE EXACT LOCATIOiV W/ AR�'HITECTUR� DRAWING- - - -I _I-_ - _ _ _ _ _ _ _ _ - - - _ -_F - - - - - - - - -I I I Al2.4. BEHIND CS ACCESS PANEL IN SIGN. SIGN VENDORI #8. I B39 21-5" II II II _ i EMS SENSOR 2- h _ -- 10 SALT WATER E FOR RTU -6 1 �CHECKOUT SECURITY N , :1- L __' _.. - T S �I �� -� 1 " ! �.�L 1 FRlloa➢. p I TI I ll�u, l U D KM WHI ME-� - - I- - - - - SUSPENDED AT 8 6 -Id i III I I I ,, SEE DETAIL 8 E3. J / �� ���I ' 36 BB1-16 1 22 SEE DAILS ON I ,� .FIT, BI -FIT 1M. -I SHEET E3.0 FOR PA 2'-5" REQUIREMENTS Vol 41-81, 8'-1" 7'-o 1 I III I BB1-34 8131-22 Y131 361 ®12 a12 12 1 �. �® / HUNTING APIPL SII { -F- -III BB 1-24 - i� 10 I 14 �s / II II J BB1-14 36 J J 23 I 'Rda Ul@l[DI°IIS TYP. � 0 _ Irl B � L--- -� L_-�-------� ___-___-------- I i---------,.�------ _I II - - - - - _ -- -- - - - ,i BBQ -32 f1 1 661-12 10 10 �/ �- I r _ - 9 91 B " --. .. ___ _.-. _- - - -- .. ..,.__ -_ - _.._ __ - - - - - - ii29 i - 810,12 8 -5 6 -1 _ BBl C® EMS SENSOR 27 PVM SUSPENDED 1 r 2 S FOR RTU -8 „ / o B1 4 _ AT 8'-6" SEE DETAIL 8/E3.0 / / u i {I. �TII�u a ��IVI 65" PLASMA N. POWER AND A/V CABLING / $ ,, B1 41 LiJ �� 33 TO BE FED THROUGH FLANGE AND ATTACHED 12'-2 I !� II 1-1/2 1 PIPE TO MONITOR LOCATION /i 4j5i'TO C _ -- FOR BOWLING BALL PRESS AND SKATE �� «81 6 2 II - - ----I,G - - I IF] SHARPENER MOUNT EACH AT 48" AFF. _ - 5 " Illi II� II� II �>E'���'WE��2 -III\ _ I J COORDINOTE SCALE.MOUNT MOCATIONTWITH DS ,-! \ �_ ` J1RIII gyRL . I I -Ili I 11 IF -1 RECIPT -I 0 IG 25 CONSTRUCTION MANAGER. I BB12 �h� )I°� II -11y. I III I � II II II II II I - - -{I� EMS SENSOR 881 11 - _ _ _ , y u�s , J 10 - - �- aoa� �am�a h B oG-_II--= I-- AWG -� 27 �I [ y BB1-$6 - � � � RT 0 A�` 1 II � = `+'I I_ - - - - 2 S I �( { EF3- --- 2- I _II��• _ - - - I i I I � I - UW,.JVIV�,P1Il�sl= IAV - _-L J OUTLET MTD. AT - _ _ _ - 28 (I�� IG_3 BB8 b�_0 71 � 18 AFF FOR BIKE 1`i �- _--III _ 27 FOR RTUEMS S®SII III BB1-15 EWH1 MTD ON ��I �I �V�1R1� L6GJOM� �II i; � �_il II � POOS �� II I-1 II 5'-8" SHELF - - - - - -I w i _ Ic���u�T. �f o ��I RCI ILFRY Lk JE BB1 1 - "� �'1 I II II II�I VIII II Ih�II II II -ILII II 11_11 � - X111 I� - � � _ �� Iy�m � 881 �I -11 � _ �_���I II II II II II II - - II II +18 �lk- - ,% - H 'Ili- - - - L� IL J_ __I1 _ _ _II_- _II - _ RP -1 --- -� _F_ _F ---1- - - -I - - --- -- --I --I - - - - ---I r - BB1 25,27 iv- _-- - -- - - -�--� --I-- --- - ----=----1-------- - ---- ---- II ----1--��---'� L -- JI- ._ _ .. _ -. BBI -13 RECPTFOR LINE WIND ER, `__ I1V111 -- --- --- - - -,, I.R Ll� C�M �1 FOOT EAR STOCK MOUNT AT 54 AFF.PHONE l FCTID°AL. L1u:� MAIN STOCK D8 1( BOARD - - -- - -- -h- - _ - -II- -F - -- - -1 - - - 33,35 / i D35 � � - \ (_1�-� I C34 ------ ---IG-261 (333 / x a, T BB1-20I � II ,AIL1 - -I � 1N �K / I L J 6.0 I , f S EFI �-, �-�-, J [__ ��I - / \ ti i ��I��������111.AV�TAFF �' x01 - [ 7 -r II _ II II II I; %�P ii i - - - - - l ; � II I;V. I-of°IUIP. 31 10 RECEPTACLE 9 I,,- I I I FOR FLOOR PANELS "BB FOR ADT. VERIFY ID33 25 14, BUFFER. MOUNT 1 '13131" AND 75 KVA 1 I -FRONT ENTRANCE DOOR BELL SHALL BE MOUNTED ABOVE SUSP. ACT CEILING. PROVIDE J.BOX AT DOORBELL -AND MAKE FINAL CONNECTIONS. 34 III Jf . ( Icy -r_) I PROVIDE J -BOX FOR WALL MOUNTED SIGN, 26 V 111 MOTE 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 Pil (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 & 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 MIRED TO THE RTU BY THE MECHANICAL CONTRACTOR. E.C. SHALL WIRE THE DUCT DETECTORS TO THE FIRE ALARM CONTROL PANEL, C. E.G. SHALL PROVIDE 3/4"C (WTH PULL WRE) FROM EACH FIRE ALARM DEVICE TO ABOVE ACCESSIBLE CEILING. IF DEVICE IS LOCATED IN AN AREA WTHOUT CEILING, THIS E.C. SHALL STUB UP 3/4% TO STRUCTURAL JOIST. ALL FIRE ALARM WRING 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 WTH 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 Wq �� , Aj 9 W � ip 5D Design and construction documents as Instruments of servltle are Alvan In confidence and remain the property of Herschmah Architects. The use of this design and these construction documents for purposos oth®r than the specific ,p�oJ®nt named heroin Is strictly prohibitod without exprossed written consent of Herschman Architects, Incorporated. Date Issue 01/50/2012 E310/PERMIT Drawn By: iYN Preieet NO.: 15101.00 F WC'V�3PA JM1� � 19.75�'d8 �llYttCC 7A1 �g A`�° WITH 3.0 1 AT 48" AFF. L AN TRANSFORMER. 2.0 VENDOR ® J� E2.0 3/32" q V-0" 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 WTHOUT 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. 21 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. � 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 WIRING REQUIREMENTS WITH EMS INSTALLER. 30 MOUNT EMS CONTROL OVERRIDE PANEL AT +48" AFF. PROVIDE METAL LOCKABLE ENCLOSURE. COORDINATE ALL PROVIDE AN INSULATED/ISOLATED. GROUND CONDUCTOR TO THE GROUND BUS OF THE MAIN DISTRIBUTION CONDUIT DOWN WALL TO TV LOCATION AS SHOWN IN DETAIL. 22 J. BOX AND LOW VOLTAGE WIRING TO POWER SUPPLY AT FACP. MAKE CONNECTION TO DELAYED EGRESS DOOR REQUIREMENTS WITH EMS INSTALLER. �./ ALARM PANIC HARDWARE PER MFR. WIRING DIAGRAMS. SEE DETAIL 5/E3.DA. PANEL FROM EACH DOOR OPERATOR. (TYPICAL) 1,4 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 �4 E.C. TO PROVIDE ALL CONDUIT & WRING AND MAKE FINAL CONNECTION TO VENDOR #19 DOOR SECURITY 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. SYSTEM, SEE DETAILS 1, 2 & 3 ON DWG E3.0. 15 WRE PUSHBUTTON TO OPERATE TWO DOORBELLS AT THE SAME TIME. ONE AT COLUMN C5 AND ONE ABOVE FAUCET. TRANSFORMER SHALL BE MOUNTED ABOVE LAY -IN CEILING IN CORRIDOR. TRANSFORMER AND FAUCET PROVIDED BY PLUMBING CONTRACTOR, FINAL WRING TO TRANSFORMER & FAUCETS BY THIS E.C. COORDINATE32 FLOOR BOX FOR GOLF DISPLAY . E.C. TO VERIFY EXACT LOCATION OF FLOOR BOXES WITH ARCHITECTURAL OFFICE AREA CORRIDOR CEILING. WRE PER MFR. WRING 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 RECEPTACLE BACK TO PANEL "IG". IS 1" CONDUITS BELOW FLOOR FOR WIRING FOR NORMAL POWER, IG POWER, TELEPHONE / DATA AND 24 NOT USED. 33 CCTV POWER SUPPLY INCLUDING CORD AND PLUG IS FURNISHED BY VENDOR #2, INSTALLED BY EC, AFTER E.C. TO MAKE FINAL CONNECTIONS TO ALL CASE LIGHTING. TV/SECURITY/AUDIO TO CHECKOUTS AND GENERAL ACCESSORIES COUNTER. STUB UP CONDUITS UNDER COUNTER AND COORDINATE LOCATION WITH MILLWORK VENDOR. 25 ELECTRICAL CONTRACTOR TO MAINTAIN ALL EXISTING CIRCUITS SERVING EXISTING FREIGHT ELEVATOR AND EXTEND COUNTER IS INSTALLED. E.C. SHALL PLUG INTO FLOOR OUTLET. ALL WRING AND FINAL CONNECTION TO BE BY E.C. 07 NOT USED. 17 EC TO PROVIDE JUNCTION BOX IN THE CEILING ABOVE THE PROPOSED TV LOCATION. TV AND POLE MOUNT TO BE TO NEW DICK'S SPORTING GOODS PANELS, PROVIDE NEW DISCONNECTS AND CONTROLS AS REQUIRED. COORDINATE NEW BREAKERS REQUIRED IN THE DICK'S PANELS TO RE -FEED ELEVATOR CIRCUITS WITH VENDOR #18. FIELD 34 ELECTRICAL CONTRACTOR MAINTAIN ALL EXISTING CIRCUITS WIRED TO EXISTING PANELS LANDLORD PANELS PER PROVIDED AND INSTALLED BY THE IT EQUIPMENT INSTALLER. FINAL TV LOCATION AND MOUNTING HEIGHT TO BE VERIFY ALL REQUIREMENTS PRIOR TO BID. 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. DETERMINED BY THE INSTALLER. EC SHALL COORDINATE ALL REQUIREMENTS WITH THE IT INSTALLER PRIOR TO O PROVIDE DISCONNECT SWITCH AND CIRCUIT FOR NEW BALER, 480V. VERIFY ALL REQUIREMENTS AND EXACT ROUGH -IN. 26 ELECTRICAL CONTRACTOR SHALL COORDINATE SIDE WALL -MOUNTED SIGN LOCATIONS AND QUANTITIES WITH 35 REMOTE LIGHT/TEST STATION TO BE MOUNTED ADJACENT TO TEMPERATURE SENSOR. REFER TO DRAWNG E2.0 ARCHITECTURAL ELEVATIONS AND COORDINATE / VERIFY ELECTRICAL REQUIREMENTS WITH VENDOR #8. FOR TEMP SENSOR LOCATIONS. TYP. ALL DUCT SMOKE DETECTORS. LOCATION IN FIELD WITH OWNER PRIOR TO ROUGH -IN. 18 NOT USED. 10 "MDP" VERIFY EXACT LOCATION OF PANEL MDP WITH NEW SERVICE. SEE ONE LINE SHT. E6.0 19 JUNCTION BOX FOR COMPACTOR DOOR RELEASE. SIGNAL FROM FIRE ALARM SYSTEM. COORDINATE WITH 27 ELECTRICAL CONTRACTOR SHALL FIELD COORDINATE EXACT LOCATION OF ALL THERMOSTATS, TEMPERATURE "BLOWN" "BACK 36 J.BOX FOR CONNECTION TO ELECTRIC HAND DRYER, 12.5A, 120V. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. SENSORS, SO AS TO NOT BE DIRECTLY ON, ETC. MOUNT ON -SIDE" OF COLUMN, ETC. AS HAND DRYER PROVIDED BY VENDOR #18 MANUFACTURER'S SPECIFICATIONS. REQUIRED. SEE SYMBOL LEGEND SHT. E4.0 FOR MOUNTING AND WIRING REQUIREMENTS BY E.C. NOTE: THE ELECTRICAL CONTRACTOR IS RESPONSIBLE TO PROVIDE ELECTRICAL CONDUIT ROUGH -INS FOR ALL FIRE ALARM DEVICES PER NOTE 'C' UNDER FIRE ALARM NOTES Wq �� , Aj 9 W � ip 5D Design and construction documents as Instruments of servltle are Alvan In confidence and remain the property of Herschmah Architects. The use of this design and these construction documents for purposos oth®r than the specific ,p�oJ®nt named heroin Is strictly prohibitod without exprossed written consent of Herschman Architects, Incorporated. Date Issue 01/50/2012 E310/PERMIT Drawn By: iYN Preieet NO.: 15101.00 F WC'V�3PA JM1� � 19.75�'d8 �llYttCC 7A1 �g A`�° o� M M iu V U 0 i �3 E U z �7 r m I O n C: 6 KEYED MOTES (DETAIL VE2.00 EXISTING PAD MOUNTED TRANSFORMER. EXISTING HV INCOMING. EXISTING "SINGLE" METER TO BE REMOVED. EXISTING 3000 AMP, 480/277 VOLT, 3PH, 4W SWITCHGEAR TO REMAIN. EXISTING 3000 AMP MAIN SWITCH (RE -FEED AT 2040 AMPS). REMOVE NEUTRAL -GROUND BONDING JUMPER. EXISTING UNDERGROUND SECONDARY FEEDERS, (8) 4" CONDUIT WITH (4) 500 KCMIL IN EACH (FIELD VERIFY). INTERCEPT (3) 4" CONDUIT AND REROUTE TO NEW 800 AMP CT CABINET - (4) 600 KCMIL IN EACH, RUN BACK TO TRANSFORMER. ' INTERCEPT (5) 4" CONDUIT AND REROUTE TO NEW 2000 AMP CT CABINET - (4) 600 KCMIL IN EACH, RUN BACK TO TRANSFORMER. `, 22000 AMP CT CABINET AND METER. 1O 2000 AMP FUSED, SERVICE ENTRANCE RATED DISCONNECT SWITCH, STUB (5) 4" CONDUIT THROUGH MALL INTO EXISTING 3000 AMP FUSED SWITCH. 1i 800 AMP CT CABINET AND METER. 12 800 AMP FUSED, SERVICE ENTRANCE RATED DISCONNECT SNITCH (DICK'S SPORTING GOODS). i 3 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 8 BACKBOARD FOR TELEPHONE DEMARK, 15 (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. 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 &H- 34 I EXTEND 4"C FOR NEW TELEPHONE SERVICE FIECE}'V1N, TO DICKS SPORTING GOODS LECTRICAL ROOM FROM RELOCATED TELE HONE DEMARK. \ ELEV. EQUIP. FIELD VERIFY ALL REQUIREMENTS PRIOR TO JI SID. i L �� I S R B 15 DS E E', 6F 1I2 6 34 N -F DOCK LIGHT I WP 25 WP 20 +48" AFF. �I f 633 I I LOCKABLE ° I COVER 2 LOWER LEVEL POWER PLAN 2.OA 3/32" = V-0" &H- SPLITUIMITY - 3/3249 = 1'-0" NOTE: SEE DRAWING E2.0 FOR GENERAL AND CODED NOTES, _ __10, a� A a � � i % szz q3� 0®�c1 ms _ �:;® C � � 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 expressed written consent of Herschman Architects, Incorporated. Date 7ssue )1/50/2012 E3IZ?/FEFMIT g » v_ R, p} O J1 OR o � GO c ® 6 ur pc � i �< c�-A7 N N L c 'E2L_o� QL1 p 6 ° L Vi ; g < J V ° Drawn By: TYN< Project No.; 13101.00 _ , ...... .... .... ,_ .__...._ ._,.-- -- -1 __ II I_ L. _. .l. __,.ILi -_ oD- 20.1 1 1 { 1 1 3 /3218 1 Y-02 1 0 KEYED NOTES ALL RTU'S HAVE A FACTORY WIRED, 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. 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 DID. 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. 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 44128 MANUFACTURER AND AS REQUIRED FOR Phone. 216 292-4696 ALL APPLICABLE CODES. ( ) Fara (216) 292-5874 ��IUL GLEARz NGEM05AND Email: MAI L@MCHENRYASSOCIATES.COM ALL GLEA�1hiGE5 Fetes DIP EN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 £�G�9�lfd ' �N �a+ X, W �7 Q uL(� P" 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 E319/PFRMIT ® 'I � IIII � I � I ® I 6 0 6 u t ® s L p �[ UD 6 m 11 iii Drawn By; `rY4K Project No,. 15101.00 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 TEL (2161) 223-32010 FAX (216) 223-3210 www.herschmanarchitects.com ELECTRICAL POWER ROOF PLAN E2al CHECKOUT NOTES: 4b® 1. REFER TO PENDANT MOUNT TV INSTALLATION DETAIL 12/E3.0 R " 7.60 2. FROM EACH ISOLATED GROUND RECEPTACLE, PROVIDE A SEPARATE INSULATED, 3/4 CONDUIT ISOLATED GROUND CONDUCTOR TO THE ISOLATED GROUND BUS IN PANEL 113". ni (P A . FROM ULTRAPOST — PEDESTAL TOSPECIFICATION. MOUNT 6°-0� TO �`� Exr�l�lnf� 3, ALL WIRES PULLED BY E.C. REFER TO . ',��� T REMOTE ALARM 12°-0"' AFF MAX. T 2" SCREW SCREW ''` ° 4. PROVIDE RECESSED DUPLEX FLOOR BOX UNDER COUNTER. E.C. TO PROVIDE t HOLE HOLE .. 2" CONDUIT To STUB UP AT RECEPTACLE AND WIRE. Dosl®n ena �onstri DESIGNATED LOCATIONS AND as Instruments of a / CUT 1` MAX AUDVE FINISHED in confidence and rc STUB 3/4" 5. J. BOX FOR CONNECTION IO SHOWCASE LIGHTS. VERIFY QUANTITY AND WIRE ALL STUB STUB 3/4" CONDUIT FLOOR cf `wsrschman Arcr UP UP CONCEALED IN 4 LEFT SIDE, of`thiswdeslgn' and t 3/4" CONDUIT . 6. 4" BY 4" J -BOX WITH SINGLE MUD RING FOR DATA CONNECTIONS MOUNTED IN documents for purl WALL ACCESS HOLES FOR the specific proJec CONCEALED IN A A CABINET. TO OPEN THE KRONOS strictly prohibited v WALL KNOCKOUT FOR AC POWER AND/OR TIME CLOCK, YOU MUST written consent of EXIT PEDESTAL ENTRY B " 6,62 Architects, .Inc®rpc REMOTE SP MP WALL s —a MAX. " AC OUTLET ETHERNET CABLES ALARM MOUNT BEHIND CABINET AT 16 A.F.F. REMOVE THE ALLEN SCREW PNEUMATIC EQ. EQ, � r COORDINATE EXACT LOCATIONS WITH DICK'S B " ®®CK�ADDITIONALTHE SPACE r SPORTING GOODS PROJECT MANAGER. 54 -3/6 Date ISS WALL SLIDING �� TO FLOOR IS REQUIRED TO OPEN THE 01/5®/2f�I2 air DOORS srof�r NOTE: DO NOT CLOCK FOR fillREMOVE THIS TROUBLESHOOTING 7 / KNOCKOUT FROM THE PURPOSES. ULTRoAPOST PENSTAL NOTESe - - - TERMINAL UNLESS YOU " FLOOR " _ ---- MOUNT THE TERMINAL RIGHT SIDE: B9 -_ U U [ Imo' BB r CONCEAL CONDUIT IN 3 4 CONDUIT IN 3 4 CONDUIT 1. PEDESTAL DISTANCE FROM DOOR FRAMES SHOULD BE APPROX. 6 . _ i- - - - -i _ _ TWO 3/4` CONDUITS BELOW OVER AN AC OUTLET / / MAX. DISTANCE FROM PEDESTAL TO PEDESTAL CENTER TO CENTER IS D1 D3 �i ii y FLOOR FOR POWER AND LOW + THE AREA TO THE RIGHT FLOOR SLAB FLOOR SLAB 1-1 /2" MIN. ( ) I BELOW FLOOR 6 _ ' ®® i o ` _ VOLTAGE WIRING TO COUNTER OF THE KROUST RE TIME SLAB, (TYP.) / ® ° 99 SCREW CLOCK MUST REMAIN � 2. BOTH ENTRANCE AND EXIT SYSTEMS SHALL BE ON SAME CIRCUIT. ( '= l ; ° ® e 1 i -i� 1 -'� HOLE CLEAR, SO THAT "1 4 -6 EQ EMPLOYEES HAVE AMPLE confDulT sruo-uP SYSTEMS SHALL BE LESS THAN 1/2-V FROM GROUND TO NEUTRAL. 1 SYSTEMS ARE HARDWIRED. ®® o i ROOM TO SWIPE THEIR BADGE. ® 3.90 96.1" 3. FEED CONDUIT AND WIRING DOWN CLOSEST INTERIOR FULL HEIGHT ® 11 ALLOW 12" TO - 4A - WALL, CONTINUE RUN UNDER FLOOR TO PEDESTALS. PROVIDE CONDUIT - T C2� -T � THE LEFT OF STUBS UP TO EACH PEDESTAL. COORDINATE PEDESTAL LOCATIONS C23 J G THE OUTLET TO " ®. - �- - - - - � 1 I ALLOW 16 TO THE RIGHT OF THE THIS DETAIL IS FOR REFERENCE ONLY, THE ENGINEER IS TO MODIFY AS REQUIRED TO SUIT SITE CONDITIONS. W VENDOR 19 DOOR SECURITY REP. IG -2D - ALLOW FOR / � AMPLE ROOM OUTLET 10 ALLOW FOR .AMPLE ROOM SEE NOTE SEE NOTE ALL WORK SHALL BE COORDINATED WITH VENDOR #19 PRIOR TO ROUGH -IN. ALL CUSTOMER ENTRIES 2 5/ 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" # CONDUIT HOLES (APPROXIMATELY 7/6" IN DIAMETER SECURITY SYSTEM. CONDUIT BETWEEN SYSTEMS PEDESTALS FOR LOW VOLTAGE WIRING. - - - - - TO BE USED FOR CAT6 COMMUNICATION CABLE 5, SYSTEMS TO BE OPERATIONAL 24 HOURS A DAY. COORDINATE - „ ,- " COORDINATE INSTALLATION INSTALLATION WITH GENERAL CONTRACTOR SUPPLIER 2, 0 MINIMUM TO 2 0 MINIMUM TO WITH ADJACENT AN KEYPAD - _ ADJACENT AN KEYPAD ADJACENT AN KEYPAD WIRING DETAIL 6. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR 8c SUPPLIER C35 ``- `�-� C35 (LEFT OR RIGHT) (LEFT OR RIGHT) 0 —SEE NOTE �1 (TYPICAL) SECURITY LTPEDESTALS EIO N.T.S. 2ULTRAPOST PEDESTAL DETAILS + NOTES 10 LDIMENSIONS E3.0 IN T.S. E3.0 N.T.S. E3.0 N.T.S. D24 NOTE 5 I DATA OUTLET (lYP DATA CABLE TO BE RUN NOTE 5 IN FLOOR DUCT. SEE E-3 1 1 FOR FLOOR DUCT DETAIL. {-- -----------------_--- - = -- __ - --------7-- B " NOTE 6 -��- -��- -u' G CONDUIT 0 -1 BELOW FINISHED CONCRETE SURFACE. TYPICAL OF ALL FOUR LINEAR RUNS. IG CIRCUITS POWER CIRCUITS DATA TV AUDIO VISUAL SECURITY D39I L-- =—T= �='��I -- ��--JG�S ---—_-IB37 - —� —== CHECKOUT NOTES: IG -311 _ 7'_Q'° — L _ _ u ll- — — -I1" \ I� 1. REFER TO PENDANT MOUNTED TV INSTALLATION DETAIL 13/E3.0 �_ B26 B26 _ 7I- � SIG 111 �� 0 FOR .___ - - - �-- 2. FROM EACH ISOLATED GROUND RECEPTACLE, PROVIDE A SEPARATE SEE DETAILS E3. INSULATED, ISOLATED GROUND CONDUCTOR TO THE ISOLATED REQUIREMENTSIII II i i al 6'_11 1" C. TO PANEL IG B9 SFE NOTE #1 (TYPICAL) ( (3) 3/4-C BELOW FLOOR "I 1 GROUND BUS IN PANEL IG . I- ILI I I III 1" C. TO PANEL B 6�'-7°,�� 1 Q°_®°® I a � - TWO UNISTRUT P1000 3. ALL WIRES PULLED BY E.C. REFER TO SPECIFICATION. G C40 i o it i / J IG -33 - ° e N i"� - - = ala CI�ANNEL 1" C TURN CONDUIT INTO GOLF STOCK ROOM FOR IDF CABLES 4. J. BOX FOR CONNECTION TO SHOWCASE LIGHTS. VERIFY QUANTITY D391 4.'-5 II I -B C21 I- B2 h� AND WIRE ALL. 0 1 1 1 II LIG_ G 1 C TURN CONDUIT INTO GOLF STOCK ROOM FOR IDF CABLES B4 _ B24- - _....._ Ti i I I 1 1 1 1 1 1 IG --14 IG 12 I gyre ° 0o LL 4�...x lotion dtjcumants ;ervloe ar® liven main the property itects. The use hese construction loses other than named herein is ,Ithout expressed Herschmon rated, Ue m@ LL uction documents service are given mein the property itects. The use these construction poses other than t nsned herein is uithout expressed ' Herschman )Fated. TAA 15101.00 C---- INDICATES CONTROL DEVICE M -----INDICATES ELECTRIC EQUIPMENT F--- INDICATES EQUIPMENT DESIGNATION FROM ELECTRIC EQUIPMENT AND CONTROL SCHEDULE AU -1 --INDICATES CONTROL DEVICE LOCATED AT UNTHEDULE 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 & WIRED BY OTHER DIVISIONS FIRE PANEL NON— ALARM 2—SPEED NON— OR POWER WIRING POWER WIRING FUSED FUSED MANUAL FAN MANUAL COMB. COMB. FUSED PKG. 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 A -EM 2'x4' 3 LAMP DSG-2EP3GX-332S361-UNV-LGSP35M/OC8-EL4-OS-QTP3X32T8UNVISNSC-U X PROVIDE EM. BAT. PACK FOR TWO LAMPS DEVICE TO BE REMOVED AND RELOCATED, REWIRE WITH LIKE F -EM AU DSG-BC-232A-UNV-EL4-OS-QTP2X32T8UNVISNSC-U RTU 2 ROOF TOP UNIT #2 ROOF — 36.0 460 3 SDP 50A -3P 3#6, 1"C 3#6, 1"C #10 1,4,5,6 PROVIDE EM. BAT. PACK FOR TWO LAMPS G8 X T8WH TO EXISTING 'EM" — EMERGENCY BATTERY PACK REQUIRED. AU G4 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 T38WH "TV" INDICATES CEILING MOUNTED TELEVISION RECEPTACLE. X TR 90 TRACK 90 DEC. CONNECTION T20WH AU "ORANGE GFI INDICATES GROUND FAULT INTERRUPTING RECEPTACLE. RTU 4 ROOF TOP UNIT #4 ROOF — 30.4 460 3 SDP 45A -3P 3#6, 1"C 3#6, 1"C #10 1,4,5,6 TRFLEX T24WH X DATA CABLE LOCATION. J GFW AU SP2616WH (WHITE) RTU 5 ROOF TOP UNIT #5 ROOF — 30.4 460 3 SDP 45A -3P 3#6, 1"C 3#6, 1"C #10 1,4,5,6 NON FUSED DISCONNECT SWITCH, VOLTAGE CEILING AREAS. SEE ELECTRICAL DWG'S FOR AMT. OF FIXTURE HEADS & TRACK REQUIRED, SEE NOTES 2 & 3 BELOW, RATING TO MATCH EQUIPMENT SERVED. X RECESSED WALL WASH -VERTICAL ILLUMINATION LUMINARIES DSC-RWW-254T5M1-UNV-EBTI-U 2 - 54W T5/HO LAMPS AU PB 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 LOCATION .IN FIELD WITH DICK'S REPRESENTATIVE. LG2-EM 8' STRIP X 2 - F32T8/SP35 PROVIDEEM. BAT. PACK PS GANG CAST IRON FLOOR BOX. PROVIDE BRASS COVER PLATE AU 4' STRIP RTU 7 ROOF TOP UNIT #7 ROOF. — 27.1 460 3 SDP 40A -3P 3#8, 3/4"C 3#8, 3/4"C #10 1,4,5,6 INCLUDED WALLECOLUMN MOUNTED AT HEIGHT .INDICATED ON DRAWINGS MECH. CONTRACTOR. WIRED AND MOUNTED BY X EM UNIT - NICKEL CAD BATTERY CC5WH INCLUDED AU INSTALLED AND WIRED BY E.C. 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 SGL FACE EXIT W/BATTERY BACK UP NI -CAD AND REMOTE CAPACITY. APH70RWH INCLUDED X ACCESS POINTS IN CEILING. S3 DBL FACE EXIT W/BATERY BACK UP NI -CAD AU INCLUDED RTU 9 ROOF TOP UNIT #9 ROOF — 16.2 460 3 SDP 25A --3P 3#10, 3/4"C 3#10, 3/4"C #10 1,4,5,7 FRONT OF STORE. U HICH-BAY H. I. D. X 1 - 330W MH E.C. TO MOUNT BOTTOM OF FIXTURE 16'-0" A.F.F. AU HIGH -BAY H. L D. WITH 250W QUARTZ RE -STRIKE LAMP RTU 10 ROOF TOP UNIT #10 ROOF 27.1 460 3 SDP 40A -3P 3#8, 3/4"C 3#8, 3/4"C #10 1,4,5,6 1 — 10OMH X DECORATIVE WALL SND1 21 OORAL6012 1 — 10OMH AU DOCK DOCK LIGHT DKL40VA 1 — 75PAR SEE DWG. E2.0 ® RC EM UNIT — NICKEL CAD BATTERY IN1210OWLB5012/ELB1224B/KIT INCLUDED PENDANT MOUNTED 16°-0b' A.F.F. TO BOTTOM OF FIXTURE EF1 EXHAUST FAN #1 OFFICE AREA 398W — 115 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 2OA-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 CQNV. CONVEYOR STOCK 1HP 120 1 BB1 3OA-1P 2#10, 3/4"C 2#10, 3/4"C #10 AU B BALER LOAD DOCK — 480 3 SDP 3OA-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. UNIT FURNISHED WITH INTEGRAL SMOKE DETECTOR. ELECTRICAL CONTRACTOR SHALL TIE TO FA SYSTEM. 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 SUPPLIER'S 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. EG 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. MATERIAL (BLOGK ONLY) BLOCK OR MA50NRY (FLOOR PENETRATIONS ARE 51MILAR) STUD AND DRYWALL HILTI F5 -C 130TH 5101 MAXIMUM FOR DRY& LAY IN C PART NUMBERS ARE FOR 1.1LTI. 5E E 5PEGIFIGATION5 FOR ALTERNATE=5. INSTALL IN GOMPLIANGE WITH MANUFAGTURER'5 U.L. ASSEMBLY HOUR U.L. ✓s. GONDUIT THROU&H FLOOR OR WALL. - U.L. GM -114q AFTER GABLE INSTALLATION, SEAL BOTH 51DE5 WITH HILTI F5 -ONE 25 GAULIC WITH DAMMING MATERIAL BEHIND. GAP SPARE CONDUIT BOTH 51DE5. FIRE STOPP o-- i , DETAIL E7.CONDUIT PENETRATION ,O RIGID GOP GORE DRILL. SLEEVE 2' OPENING a WALL SUR (TYPIGAL) NYLON EV r•.rr� DAMMING HILTI F5 -C MATERIAL 130TH 519E (BLOGK MAXIMUM ONLY) FOR DRY& LAY IN C A'" NO NO 5GALE (FPL OR MG GABLE) LIGHTING FIXTURE SCHEDULE SYMBOL MARK DESCRIPTION CATALOG # LAMP REMARKS DEVICE TO REMAIN. A 2'x4" 3 LAMP DSG-2EP3GX-3325361-UNV-LGSP35M/OC8-OS-QTP3X32T8UNVISNSC-U 3 - PRE-LAMPED GROUND WIRE WITH EACH BRANCH CIRCUIT. PROTECT EACH L:A— 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 DEVICE TO BE REMOVED AND RELOCATED, REWIRE WITH LIKE F -EM 1'x4' 2 LAMP WALL BRACKET DSG-BC-232A-UNV-EL4-OS-QTP2X32T8UNVISNSC-U 2 - PRE-LAMPED PROVIDE EM. BAT. PACK FOR TWO LAMPS WALL MTD. EXISTING F1 4' WRAPAROUND DSG-WN-332A-UNV-OS-QTP3X32T8UNVISNSC-U 3 - F32TB/SP35 3. DIRECTIONAL ARROWS INDICATE LEGAL EXIT FOR EXIT XRD = F1 -EM 4' WRAPAROUND DSG-WN-332A-UNV-EL4-OS-QTP3X32T8UNVISNSC-U 3 - F32T8/SP35 PROVIDE EM. BAT. PACK FOR TWO LAMPS G8 8' TRACK T8WH TO EXISTING 'EM" — EMERGENCY BATTERY PACK REQUIRED. G4 4' TRACK T4WH Issue EMERGENCY LIGHTING FIXTURE, INTEGRAL BATTERY -] 0I/-90/201:2 E3ID/PERMIT TR COUP TRACK COUPLING T23WH WALL OUTLET BOX AND 20 AMP DUPLEX RECEPTACLE. MOUNT 18" TR FEED TRACK LIVE END T38WH "TV" INDICATES CEILING MOUNTED TELEVISION RECEPTACLE. TR 90 TRACK 90 DEC. CONNECTION T20WH IG" "ORANGE GFI INDICATES GROUND FAULT INTERRUPTING RECEPTACLE. TR/T T25WH RECEPTACLES. TR/X m� T26WFI TELEPHONE LINE WALL OUTLET BOX AND PLATE WITH MINIMUM 3/4" TRFLEX T24WH DATA CABLE LOCATION. J GFW METAL HALIDE HEADS/WITH BALLAST SP2616WH (WHITE) 1 - 70WMH JUNO WHITEI WHITE JUNOI METAL HALIDE HEADS ON TRACK WITH SEPARATE ELECTRIC EQUIPMENT AND CONTROL SCHEDULE LOCATION OF ONE OR MORE EQUIPMENT CONTROL F1 DEVICES AS SCHEDULED ON ELECTRIC EQUIPMENT BALLAST. SURFACE MOUNT TO ACOUSTIC. TILE, STEM MTD. IN OPEN AND CONTROL SCHEDULE. NUMBER REFERS TO TRACK NON FUSED DISCONNECT SWITCH, VOLTAGE CEILING AREAS. SEE ELECTRICAL DWG'S FOR AMT. OF FIXTURE HEADS & TRACK REQUIRED, SEE NOTES 2 & 3 BELOW, RATING TO MATCH EQUIPMENT SERVED. OR RECESSED WALL WASH -VERTICAL ILLUMINATION LUMINARIES DSC-RWW-254T5M1-UNV-EBTI-U 2 - 54W T5/HO LAMPS PB LG 8' STRIP DSG-8TSSF-232-UNV-OS-QTP3X32T8UNVISNSC-U (2-WG/SSF-4FT---B) 4 - F32T8/SP35 PROVIDE IN GOLF RANGES TO INSTALL AND WIRE. B LG2 8' STRIP DSG-8TSNF-132-UNV--OS-QTP3X32T8UNVISNSC-U (2-WG/SNF-4FT-B) 2 - F32T8/SP35 PROVIDE IN STOCK RM.'S AND WAREHOUSE LOCATION .IN FIELD WITH DICK'S REPRESENTATIVE. LG2-EM 8' STRIP DSG-8TSNF-132-UNV-EL4-OS-QTP3X32T8UNVISNSC-U (2-WG/SNF-4FT-B) 2 - F32T8/SP35 PROVIDEEM. BAT. PACK PS GANG CAST IRON FLOOR BOX. PROVIDE BRASS COVER PLATE LG1 4' STRIP DSC-SSF-132-UNV-OS-QTP3X32T8UNVISNSC-U (1-WG/SSF-4FT-B) I - F32T8/SP35 PROVIDE IN STOCK RM.'S AND WAREHOUSE CONTROLS. WIRED AND MOUNTED BY E.C. MTD. P SUMUTE 4' STRIP DSG-SG5-28/35/SG-PC72-W 1 - 28W T5 LAMP PROVIDE WITH POWER CORD AND CONNECTORS FOR FOOTWEAR DISPLAY CONTRACTOR. WIRED AND MOUNTED BY E.C. R EM UNIT - NICKEL CAD BATTERY . CC5WH INCLUDED WALLECOLUMN MOUNTED AT HEIGHT .INDICATED ON DRAWINGS MECH. CONTRACTOR. WIRED AND MOUNTED BY R1 EM UNIT - NICKEL CAD BATTERY CC5WH INCLUDED PENDANT MOUNT FROM JOIST AT HEIGHT INDICATED ON DRAWINGS INSTALLED AND WIRED BY E.C. R3 WEATHER RESISTANT REMOTE LTG FIX. AELI-BK-SD-TDM-REMOTE INCLUDED MOUNT 18" ABOVE DOOR. CARBON DIOXIDE SENSOR WIRED AND MOUNTED BY E.C. S2 SGL FACE EXIT W/BATTERY BACK UP NI -CAD AP70RWH INCLUDED MOUNTED AT 10'-O" AFF. HUMIDITY SENSOR S2R SGL FACE EXIT W/BATTERY BACK UP NI -CAD AND REMOTE CAPACITY. APH70RWH INCLUDED MOUNTED AT 10'-O" AFF. ACCESS POINTS IN CEILING. S3 DBL FACE EXIT W/BATERY BACK UP NI -CAD AP70RWH INCLUDED MOUNTED AT 10'-0" AFF. INFRARED CEILING MOUNT OCCUPANCY SENSOR - T 8-3/8" FLUORESCENT DOWN LIGHT PDB/HW242E/8HRC (2) 26W QUAD MOUNT BETE EEN WITH JOIST. ARCHITECTURAL DETAILS. INFRARED CEILING MOUNT OCCUPANCY SENSOR - WATTSTOPPER #HB3500/HB-L1 OR EQUAL T1 6" FLUORESCENT DOWN LIGHT PD6/H226E/6HC (2) 26W QUAD FRONT OF STORE. U HICH-BAY H. I. D. DSG MP-FIB-PD-22-M400-277OR-SHK-SCF-SCR-DR-ACS WHIP-2CA10-WH 1 - 330W MH E.C. TO MOUNT BOTTOM OF FIXTURE 16'-0" A.F.F. U/NL HIGH -BAY H. L D. WITH 250W QUARTZ RE -STRIKE LAMP DSG MP-HB-PD-22-M400-277OR-SHK-SCF-Q-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. 0 Z1 100 WATT HID DOWN LIGHT M9100E/1002P 1 — 10OMH Z5 DECORATIVE WALL SND1 21 OORAL6012 1 — 10OMH DOCK DOCK LIGHT DKL40VA 1 — 75PAR SEE DWG. E2.0 ® RC EM UNIT — NICKEL CAD BATTERY IN1210OWLB5012/ELB1224B/KIT INCLUDED PENDANT MOUNTED 16°-0b' A.F.F. TO BOTTOM OF FIXTURE NOTES: 1. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE 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 8'-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 1N 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 PIANS 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. SYMBOL LIST NOTES: BRANCH CIRCUIT HOME RUN TO PANEL BOARD CONCEAL IN WALL OR CEILING UNLESS OTHERWISE INDICATED, INDICATES LETTERING INDICATES PANEL BOARD DESIGNATION. NUMBERS DEVICE TO REMAIN. INDICATE CIRCUIT DESIGNATIONS. QUANTITY OF ARROWHEADS INDICATES INDICATE QUANTITY OF BRANCH CIRCUITS. PROVIDE GREEN LL1-3,5 GROUND WIRE WITH EACH BRANCH CIRCUIT. PROTECT EACH BACK TO BRANCH CIRCUIT WITH A 20 AMPERE, 1 --POLE OVER POINT OF COMMON USAGE. CURRENT DEVICE, UNLESS OTHER SIZE INDICATED. MINIMUM INDICATES WIRE SIZE SHALL BE #12 AWC. (2#12,1#12G -3/4-C TO DEVICE TO BE REMOVED AND RELOCATED, REWIRE WITH LIKE A 20A -1P C.B.) KIND OR AS SHOWN LIGHTING FIXTURE GENERAL NOTES: XRW 1. UPPER CASE LETTERS INDICATE FIXTURE TYPE. REFER TO EXISTING LIGHT FIXTURE SCHEDULE 2. LOWER CASE LETTERS INDICATE SWITCHING DESIGNATION. DEVICE WITH 3. DIRECTIONAL ARROWS INDICATE LEGAL EXIT FOR EXIT XRD = LIGHT FIXTURES. EXISTING CONDUIT RUN IN OR BELOW FLOOR SLABS - MAINTAIN m ®� 2" MINIMUM CONCRETE COVER ABOVE CONDUIT CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE. ---------a INDUSTRIAL OR STRIP FLUORESCENT LIGHTING FIXTURE, INDICATES TO EXISTING 'EM" — EMERGENCY BATTERY PACK REQUIRED. CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE WITH "EM" — EMERGENCY BATTERY PACK REQUIRED. Issue EMERGENCY LIGHTING FIXTURE, INTEGRAL BATTERY -] 0I/-90/201:2 E3ID/PERMIT 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. nVCR" INDICATES WALL MOUNTED VCR RECEPTACLE. "IG" INDICATES ISOLATED GROUND RECEPTACLE — 1N COLOR. IG" "ORANGE 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 m� 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 OTHERWISE NOTED. SIZE AS REQUIRED. F1 EQUIPMENT CONNECTION, WITH DESIGNATION FROM M ELECTRIC EQUIPMENT AND CONTROL SCHEDULE 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. B EDWARD'S #340-4N5 — 120V AC 4" BELL. E.C. TO INSTALL AND WIRE. SPECIAL PURPOSE RECEPTACLE AS REQUIRED. VERIFY EXACT LOCATION .IN FIELD WITH DICK'S REPRESENTATIVE. J 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 T THERMOSTAT - PROVIDED BY MECH. CONTRACTOR. WIRED AND MOUNTED BY E.C. MTD. 5'-6" UNLESS NOTED OTHERWISE. REVERSE ACTING THERMOSTAT - PROVIDED BY rT 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 IT INDOOR TEMPERATURE SENSOR ry HUMIDITY SENSOR 120/277V AUTOMATIC WALL SWITCH WITH OCCUPANCY SENSING m AND TIMED SHUT OFF. WATT STOPPER MODEL #WS -250W AP ACCESS POINTS IN CEILING. CS 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-LTM OR EQUAL OMNI -DIRECTIONAL M2 INFRARED CEILING MOUNT OCCUPANCY SENSOR - WATTSTOPPER #HB3500/HB-L1 OR EQUAL BI-DIRECTIONAL D EDWARDS #692, 120V, PUSH BUTTON BY ELEC. FOR FRONT OF STORE. D VIKING SR -1, 120V AC/13.8V AC 1.25A, WITH MODEL 25AE. BY ELEG. FOR RETAIL FLOOR AND OFFICE SUITE. DEMOLITION NOTES: X = INDICATES EXISTING DEVICE TO REMAIN. XR = INDICATES EXISTING DEVICE TO BE REMOVED, INCLUDING ALL CONDUIT AND WIRING BACK TO PANEL OR POINT OF COMMON USAGE. XRL = INDICATES EXISTING DEVICE TO BE REMOVED AND RELOCATED, REWIRE WITH LIKE KIND OR AS SHOWN ON DRAWING. XRW = INDICATES EXISTING DEVICE TO BE REWORKED. REWORK AS SHOWN OR REPLACE EXISTING DEVICE WITH NEW AND REWIRE AS INDICATED. XRD = INDICATES EXISTING DEVICE TO BE DISCONNECTED AND ALL CONDUIT AND WIRING TO BE REMOVED. CTX = INDICATES CONNECT TO EXISTING Uk , 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 DESIGN OF MECHANICAL, ELECTRICAL THOSE REQUIRED IN THEIR EXISTING CONDITION. ALL OTHER MATERIAL SHALL BE REMOVED BY THIS CONTRACTOR, AND PLUMBING EQUIPMENT RESTRAINT McHENRY & ASSOCIATES, INC.SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS 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 FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 DEMOLITION SHALL BE MAINTAINED. ALL CIRCUITS SHALL BE VERIFIED WITH EXISTING DRAWINGS AND ACTUAL FIELD CONDITIONS PRIOR TO BEGINNING DEMOLITION. BY MASON -INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292-4696 ALL APPLICABLE CODES. Fax: (216) 292-5674 GOPCIRAGTOR I° UU5T VERIFY Email: MAI LOMCHENRYASSOCIATE5.COM ALL GLEAI NGE5 ANE) DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 5reagyAYR# 1J_ f I i 0"I X ,W yl'µ a ��t�Wmnn int b!®�� Design and construction documents as Instruments of service are given In confidence and remain the property of Hersch 11 Archlf®efs. The use of this design and these construction documents for purposes other than the 5pecifto project named herein is strictly prohibited without expressed written concent of Herschman Architects, Incorporated. Date Issue -] 0I/-90/201:2 E3ID/PERMIT m� Drawn By; Project No., 15101.00 FL. LIC, AR95693 - PANEL 8DP VOLTAGE: 480/277 MAINS: MlO. LOCATION: IFS SWITCHGEAR PH & 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 GCT PH A PH B PH C CCT AMP P KVA LOAD DESCRIPTION 12,08 TOTAL 20128 282.39 DEMAND AMPS I40 3.40 EQUIPMENT 0.03 0.03 TOTAL 004 ' GG4 ' BUILDING SIGNAGE 1.20 1 20SB 3 --- 1.20 --- 4 5.6 KVA - 0.00 EMERGENCY LIGHTING 3.2 KVA MISCELLANEOUS PANEL IG U.6 KVA 47.6 KVA MISCELLANEOUS, MECH. EQUIP., TRASH COMPACTOR, CONVEYOR, BALER, WATER HTR.S ETC. PANEL B 5.5 KVA PANEL C MALL ENTRANCE SIGNAGE 1.20 1 20SB 7 1.20 --- --- 8 PANEL F - 0.00 EMERGENCY LIGHTING 4412 KVA 524.8 KVA SERVICE ENTRANCE 524.8 KVA / 0.831 KVA 631.3 AMPERS BIKES SERVICE RECEPTACLE 0.18 1 20 11 0.90 12 20 1 0.72 REG - EXERCISE FLOOR REG - DISTRICT MGR. OFFICE 0.40 1 20 19 0.80 --- 20 20 1 0.40 EQ SPECIAL SYSTEMS PHONE BD W/ SHUNT TRIP UNIT 0.00 47 0.00 48 Lai TOTAL AMPS 351.56 43 97.43 1 97.43 TOTAL KVA: 292,29 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 292.29 20229 KvA LOAD DESCRIPTION 12,08 TOTAL 20128 282.39 DEMAND AMPS I40 3.40 EQUIPMENT PANEL B VO LTAG E: 208/120 MAINS: 10013 M.C.B. LOCATION: IFS SWITCHGEAR PH & 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 12,08 DEMAND AMPS - 0.00 EQUIPMENT I40 3.40 EQUIPMENT 0.03 0.03 TOTAL 004 ' GG4 ' BUILDING SIGNAGE 1.20 1 20SB 3 --- 1.20 --- 4 5.6 KVA - 0.00 EMERGENCY LIGHTING 3.2 KVA MISCELLANEOUS PANEL IG U.6 KVA 47.6 KVA MISCELLANEOUS, MECH. EQUIP., TRASH COMPACTOR, CONVEYOR, BALER, WATER HTR.S ETC. PANEL B 5.5 KVA PANEL C MALL ENTRANCE SIGNAGE 1.20 1 20SB 7 1.20 --- --- 8 PANEL F - 0.00 EMERGENCY LIGHTING 4412 KVA 524.8 KVA SERVICE ENTRANCE 524.8 KVA / 0.831 KVA 631.3 AMPERS BIKES SERVICE RECEPTACLE 0.18 1 20 11 0.90 12 20 1 0.72 REG - EXERCISE FLOOR REG - DISTRICT MGR. OFFICE 0.40 1 20 19 0.80 --- 20 20 1 0.40 EQ SPECIAL SYSTEMS PHONE BD EQ MALL PVM SECURITY TV'S 0.90 1 20 39 --- 0.90 --- 40 20 1 uO SPARE LTS - GOLF PRO SHOP 1 20 41 TOTAL AMPS 10-23 5.19 0.75 42 20SB 1 0.12 LTS ELEVAFOR EQUIPMENT TOTAL AMPS 32.97 3.98 4.18 3.72 TOTAL KVA: 11.88 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 5.58 5.58 EQUIPMENT 5.50 5.50 TOTAL 11.88 12,08 DEMAND AMPS - 0.00 "= , r� El N " PANEL A VOLTAGE: 480/277 MAINS: 225A M.L.O. 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 LOAD DESCRIPTION KVA P AMP CCT PH A PH B PH C CCT AMP P KVA LOAD DESCRIPTION 9.52 DEMAND AMPS 0.00 0.00 EQUIPMENT I40 3.40 EQUIPMENT 0.03 0.03 TOTAL 004 ' GG4 ' BUILDING SIGNAGE 1.20 1 20SB 3 --- 1.20 --- 4 5.6 KVA - 0.00 EMERGENCY LIGHTING 3.2 KVA MISCELLANEOUS PANEL IG U.6 KVA 47.6 KVA MISCELLANEOUS, MECH. EQUIP., TRASH COMPACTOR, CONVEYOR, BALER, WATER HTR.S ETC. PANEL B 5.5 KVA PANEL C MALL ENTRANCE SIGNAGE 1.20 1 20SB 7 1.20 --- --- 8 PANEL F - 0.00 EMERGENCY LIGHTING 4412 KVA 524.8 KVA SERVICE ENTRANCE 524.8 KVA / 0.831 KVA 631.3 AMPERS REG - DISTRICT MGR. OFFICE 0.40 1 20 19 0.80 --- 20 20 1 0.40 EQ SPECIAL SYSTEMS PHONE BD LTS-OFFICE AREA 2.09 1 20 39 --- 2.09 40 20SB 1 0.00 SPARE LTS - GOLF PRO SHOP 1 20 41 TOTAL AMPS 10-23 5.19 0.75 42 20SB 1 0.12 LTS ELEVAFOR EQUIPMENT TOTAL AMPS 90.88 25.69 27.28 22.58 TOTAL KVA. 75.56 W PROVIDE LOCKING DEVICE FOR BREAKER LOAD SUMMARY CONN� DEMAND LIGHTING 75.56 84.45 RECEPTACLE 0.00 0I0 EQUIPMENT 0.00 0.00 TOTAL 75.56 0445 DEMAND AMPS PANEL D VOLTAGE: 208/120 MAINS: 100/3 M.C.D. LOCATION: IFS SWITCHGEAR PH & WIRES: 3P 4W AC RATING: 65 KAIC FEEDER: SEE ONELINE DIAGRAM ON E6.0 BUSSING AMPS: I OOA 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 TOTAL AMPS 18.43 3.42 1.56 1.66 TOTAL KVA: 6.64 PROVIDE LOCKING DEVICE FOR BREAKER REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 N ,, N " PANEL IG 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: I ODA MOUNTING: IN SWITCHBOARD KVA LOADS A\ LOAD DESCRIPTION KVA P AMP CCT PH A PH 0 PH C CCT AMP P KVA LOAD DESCRIPTION 9.52 DEMAND AMPS 0.00 0.00 EQUIPMENT I40 3.40 EQUIPMENT 0.03 0.03 TOTAL 004 ' GG4 ' BUILDING SIGNAGE 1.20 1 20SB 3 --- 1.20 --- 4 5.6 KVA - 0.00 EMERGENCY LIGHTING 3.2 KVA MISCELLANEOUS PANEL IG U.6 KVA 47.6 KVA MISCELLANEOUS, MECH. EQUIP., TRASH COMPACTOR, CONVEYOR, BALER, WATER HTR.S ETC. PANEL B 5.5 KVA PANEL C MALL ENTRANCE SIGNAGE 1.20 1 20SB 7 1.20 --- --- 8 PANEL F - 0.00 EMERGENCY LIGHTING 4412 KVA 524.8 KVA SERVICE ENTRANCE 524.8 KVA / 0.831 KVA 631.3 AMPERS REG - DISTRICT MGR. OFFICE 0.40 1 20 19 0.80 --- 20 20 1 0.40 EQ SPECIAL SYSTEMS PHONE BD TOTAL AMPS 10-23 5.19 1.21 2.11 TOTAL KVA: 8.51 20SB SWITCHABLE CIRCUIT BREAKER REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 TOTAL AMPS 26.92 3.16 3.50 3.04 TOTAL KVA: 9.70 LOAD SUMMARY CONN. {DEMAND LIGHTING 0.00 0.00 RECEPTACLE 8.72 8.72 EQUIPMENT 0.80 0.80 |u|oL 9.52 9.52 DEMAND AMPS 0.00 0.00 EQUIPMENT PANEL F VOLTAGE: 480/277 MAINS: 225A M.L.O. LOCATION: IFS SWITCHGEAR PH & WIRES; 3P 4W AIG RATING; 65 KAIC FLEDER; 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 3.24 RECEPTACLE 0.00 0.00 EQUIPMENT I40 3.40 EQUIPMENT 0.03 0.03 TOTAL 004 ' GG4 ' BUILDING SIGNAGE 1.20 1 20SB 3 --- 1.20 --- 4 5.6 KVA - 0.00 EMERGENCY LIGHTING 3.2 KVA MISCELLANEOUS PANEL IG U.6 KVA 47.6 KVA MISCELLANEOUS, MECH. EQUIP., TRASH COMPACTOR, CONVEYOR, BALER, WATER HTR.S ETC. PANEL B 5.5 KVA PANEL C MALL ENTRANCE SIGNAGE 1.20 1 20SB 7 1.20 --- --- 8 PANEL F - 0.00 EMERGENCY LIGHTING 4412 KVA 524.8 KVA SERVICE ENTRANCE 524.8 KVA / 0.831 KVA 631.3 AMPERS TOTAL AMPS 10-23 5.19 1.21 2.11 TOTAL KVA: 8.51 20SB SWITCHABLE CIRCUIT BREAKER REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 LOAD SUMMARY CONN. ]DEMAND JLOAD SUMMARY CONN. DEMAND LIGHTING 0J0 0.00 UCHDNC 0.48 10.59 RECEPTACLE 3.24 3.24 RECEPTACLE 0.00 0.00 EQUIPMENT I40 3.40 EQUIPMENT 0.03 0.03 TOTAL 004 ' GG4 ' TOTAL 8.51 10.62 . DEMAND AMPS PANEL IG 0.7 KVA DEMAND AMPS ALL GENERAL RECEPTACLES PANEL B ELECTRICAL LOAD SUMMARY (NTH SITE LIGHTING AND MALL ENTRANCE) DESCRIPTION CONNECTED LOAD DEMAND LOAD REMARKS HVAG PANEL SDP 268.9 KVA 268.9 KVA ALL HVAC UNITS LIGHTING PANEL A 75.6 KVA 94.4 KVA ALL LIGHTING IN STORE DEMAND LOAD INCLUDES TRACK LTG 0 75W PER LINEAR Fr. ON PANELS C, Cl & BB CANOPY LTG/BLDG SIGNS PANEL F 8.5 KVA 10.6 KVA PANEL D 0.0 KVA 0.0 KVA PANEL OB 5.5 KVA 34.4 KVA RECEPTACLES PANEL IG 0.7 KVA 17.8 KVA ALL GENERAL RECEPTACLES PANEL B 5.6 KVA PANEL B81 8.0 KVA PANEL 0 3.2 KVA MISCELLANEOUS PANEL IG U.6 KVA 47.6 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 BBI 20.2 KVA PANEL F 0.0 KVA TOTAL 4412 KVA 524.8 KVA SERVICE ENTRANCE 524.8 KVA / 0.831 KVA 631.3 AMPERS ENERGY MANAGEMENT CONTROL SCHEDULE DESCRIPTION CIRCUITS EMPLOYEE LIGHTING A6, Al2, A19, A18, A25, A35, A37 8036 CANOPY LTG/BLDG SIGNS Fl, F2, F3, F7 SECURITY LIGHTING F6 TELEVISIONS & EQUIPMENT RACKS C31, C33, C35, C40, BB12 SAME AS CUSTOMER LIGHTING EMPLOYEE DOORBELL BB8 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 "38" IN PANELS °A". 'BB', "C° AND "F° SHALL BE SWITCH ABLE TYPE CIRCUIT BREAKERS CAPABLE OF BEING CONTROLLED (SWITCHED ON AND OFF) FROM A SEPARATE CONTROL SOURCE, (NOYAR BUILDING MANAGEMENT SYSTEM) � as Instruments of service are given in confidence and remain the property of Herschman Architects, The use of this design and those Qonstructlon documents for purposes other then the specific project named herein Is strictly prohibited without expressed written consent of nerocxmmn x,cmtontm. mum'w*rutm*. Date Issue 01/50/2012 51r)MERMIT � � � � � � m � � � , � ' � � � � � N � N m Dr8VY0 By: TY4K 25001 EMERY ROAD, SUITE 400 CLEVELANO, OH 44128 TEL (216) 223-3200 FAX (216) 223-321O www.horoohmenarohitwoto.cnm -- PANEL C VOLTAGE: 208/120 MAINS: 200/3 M.C.S. 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 LOAD DESCRIPTION KVA P AMP CCT PH A PH B PH C CCT AMP P KVA LOAD DESCRIPTION LTS - CUSTOMER TRACKS 1.25 1 20SB 1 .1.43 --- --- 2 20SO 1 0,18 REC - WOMEN'S NIKE LTS - CUSTOMER TRACKS 0.06 1 20SB 3 --- 1.36 --- 4 2058 1 0.50 LTS GOLF PORTAL LIGHTING LTS - CUSTOMER TRACKS 1.01 1 20SB 5 --- --- 1.37 6 2050 1 0.36 REC - 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 1 20SB 11 --- --- 1.44 12 20SB 1 0.50 LTS GOLF DISPLAY VALENCE LTS - CUSTOMER TRACKS 0,78 1 20SB 13 1.28 --- --- 14 2050 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 20SO 1 0.50 LTS - GOLF DISPLAY VALENCE SPARE 0.00 1 20 19 0.50 --- --- 20 20SO 1 0.50 LTS - GOLF DISPLAY VALENCE LTS - CUSTOMER SERVICE COUNTER 0,50 1 20SB 21 --- 0.60 --- 22 2058 1 0.10 LTS - FOOTWEAR DISPLAY EQ - GOLF SHOWCASE 0.50 1 20SB 23 --- --- 0.60 24 20SB 1 0.10 LTS - FOOTWEAR PENDANTS SPARE 0.00 1 205B 26 0.00 --- --- 26 20SO 1 0.00 SPARE SPARE 0.00 1 20SB 27 --- 0.00 --- 28 20 1 0.00 SPARE SPARE 0.00 1 2058 29 --- --- 0.00 30 20 1 0.00 SPARE EQ - MAIN EQUIPMENT RACK 0.50-- 1 20SB 31 0.50 --- --- 32 20SB 1 0.00 SPARE EQ - CHECKOUT TV'S 0,90 1 205B 33 --- 1,43 --- 34 20 1 0.53 EQ - EFI EQ - GOLF TV 0.30 1 20SB 35 --- --- 0.30 36 20SB 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 2058 1 1 0.00 SPARE TOTAL AMPS 40.29 4.80 5.51 4.21 TOTAL KVA: 14.52 NOTES: 2%B INDICATES SWITCH RATED CIRCUIT BREAKER REFER TO ELECTRICAL EQUIPMENT CONNECTION SCHEDULE ON SHEET E-4 LOAD SUMMARY LIGHTING TRACK LIGHTING RECEPTACLE EQUIPMENT TOTAL DEMAND AMPS152.86 CONN. DEMAND 3.70 4.63 6.95 46.58 0.54 0.54 3.33 3.33 14.52 55.07 621 TOTAL LINEAR FEET OF TRACK WIRED TO THIS PANEL. SEE LOAD SUMMARY PANEL 8B 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 1.17 1 20SB 1 1.17 --- --- 2 20SB 1 0.00 SPARE LTS - CUSTOMER TRACKS 0.94 1 20SB 3 --- 1.12 --- 4 2058 1 0.18 REC MEN'S NIKE LTS - CUSTOMER TRACKS 1.25 1 20SB 5 ---- --- 1 1.61 6 20SB 1 0.36 REC - MEN'S UA LTS - CUSTOMER TRACKS 0.86 1 20SB 7 1.02 --- --- 8 2050 1 0.16 EQ - STORE FRONT DOOR BELL LTS - CUSTOMER TRACKS 0.94 1 20SB 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 --- D.00 --- 16 20 1 0.00 SPARE SPARE 0.00 1 20SB 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 SPARE SPARE 0.00 1 20 27 --- 0.00 --- 28 20SB 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 20SO 1 0.00 SPARE SPARE 0.00 1 20 33 --- 0.00 --- 34 20SB 1 0.00 SPARE SPARE 0.00 1 205EI 35 --- --- 0.53 36 20SB 1 0.53 EQ - EF2 SPARE 0.00 1 20SB 37 0.70 --- --- 38 20 . 1 0.70 EQ - EF3 SPARE 0.00 1 208B 39 --- 0.00 --- 40 20SB 1 0.00 SPARE SPARE 0.00 --- --- 1.78 42 -- 0,00 42 20SB 1 10.14 SPARE TOTAL AMPS 23.81 3.19 2.05 3.34 --0.00 TOTAL KVA: 8.58 NOTES: 200 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 5.15 33.98 RECEPTACLE 0.54 0.54 EQUIPMENT 2.59 2.59 TOTAL 8.58 37.48 DEMAND AMPS 1.18 104.03 453 TOTAL LINEAR FEET OF TRACK WIRED TO THIS PANEL. SEE LOAD SUMMARY PA I Ll 2-5 PANEL BBI 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: 1 OOA MOUNTING: SURFACE REMARKS: NONE KVA LOADS LOAD DESCRIPTION KVA P AMP CCT 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, SHARPENER 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 1.00 EQ BAIT FREEZER REC 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 - DER 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 Al --- --- 1.78 42 20 1 1.08 EQ HURRICANE SHUTTERS TOTAL AMPS 78.43 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: i. ELECTRICAL CONTRACTOR SHALL BALANCE CURRENT IN ALL PANELS; MODIFY AND/OR ADJUST CIRCUITS AS REQUIRED. 2. ALL CIRCUIT BREAKERS INDICATED AS "SB" IN PANELS nA", "BEI"' 'C' AND "I" SHALL BE SWITCH ABLE TYPE CIRCUIT BREAKERS CAPABLE OF BEING CONTROLLED (SWITCHED ON AND OFF) FROM A SEPARATE CONTROL SOURCE. (NOVAR BUILDING MANAGEMENT SYSTEM) ti C9 PaoCIO Design and construction documents as Instruments of service are given in confidence and remain the property of Harschman 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 E31t?/PERMIT Drawn By: TY4K Project No. C C FN Er C WIND DATA FL. LIC, AR95693 M&a 25001 EMERY ROAD, SUITE 400 DESIGN OF MECHANICAL, ELECTRICAL CLEVELAND, OH 44128 AND PLUMBING EQUIPMENT RESTRAINT McHENRY & ASSOCIATES, INC. TEL (216) 223-�200 SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS FAX (216) 223-3210 FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 www.herschmanarchitects.com BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44128 MANUFACTURER AND AS REQUIRED FOR Phone -( 216) 292-4696 PANEL SCHEDULES G0NTl`?,^6T0R NGT VEPIFY ALL APPLICABLE CODES. Fax: (216) 292-5874 ALL GLEAPANGE5 AND Ernall: MAIL@MCHINRYASSOCIATES.COM DIMEN51ON5 IN FII -LD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 E5ml TRANSFORMER SCHEDULE XFMR KVA REMARKS T-1 75 MOUNT IN PREFAB DISTRIBUTION CENTER, BY VENDOR #18 1-2 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. EXISTING UTILITY COMPANY TRANSFORMER, COORDINATE WITH LOCAL POWER COMPANY. EXISTING UTILITY I COMPANY I TRANSFORMER. I I I I GRADE - - 0 LVA W■•i.'1 2000A FUSIBLE SERVICE DISCONNECT, - NEMA -3R. BY ELECTRICAL CONTRACTOR. CT CABINET BY ELECTRICAL CONTRACTOR AS REQUIRED BY POWER COMPANY G/T 2000A M CABINET FUSIBLE SERVICE DISC. 0- L----------- ------------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. SQUARE 'D' : FRONT ACCESS / FRONT - REAR ALIGNED SERVICE VOLTAGE : 480Y/277V 3 PHASE - 4 WIRE MAIN BUS : 8DOA NEUTRAL BUS : BOOA 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 @ 480V SERVICE ENTRANCE RATED (IF APPLICABLE) SWITCHBOARD CONSTRUCTION MEETS UL -891 NEMA 1 ENCLOSURE FINISH ANSI -61 -24,00"- 80123-047-01 iffiffil M, SODA FUSIBLE SERVICE DISCONNECT, NEMA -3R, FUSE WITH RK -1 CURRENT LIMITING FUSES. PROVIDED BY VENDOR 18. CT CABINET BY ELEC. CONTRACTOR AS REQUIRED BY POWER COMPANY STUB (5) 4" CONDUIT THROUGH WALL INTO EXISTING' 3000 AMP FUSED SWITCH. PREFABRICATED DISTRIBUTION CENTER.* SEE 2/E6.0 FOR DETAILS PANEL T-1 "MDP" 800A MLO I 65,000 AIC a T-2 -------------------- 75kVA ®®-_____- #2G IN a ®' 3/4"C o ®_____________ _______ I I BY E.C. IN a � g � 2G I I I I D 200A,3P CKT BREAKER C I I I " I� I E 3%4 C I I I BY E.C. s o 9 _________ 600A,3P CKT BREAKER I I NEW PANEL NEW PANEL i e NEW PANEL NEW PANEL I I NEW PANEL OSDPO RAS i a 75�D� , 480Y/277 480Y/277 r o 48DY/277 208Y/120 a 208Y/120 125A,3P CKT BREAKER I I I I I SECTIO! SECTIONI I I SECTIONI SECTIONI I i SECTIBNI - -----, 600A 2504 i 250A 1004 s o 200A MLO MLO I I MLO MCB I MCB 125A,3P CKT BREAKER I I I I I 65,000 65,000 65000 65,000 SERIES RATED SERIES° RATED SERIES RATED i i SERIES RATED 200A,3P CKT BREAKER I NEW PANEL ' i NEW PANEL 125A,3P CKT BREAKERo I ° ° I PIGN i i ED# L -____________________________-J I I j ____-_ ___________®__ __A I I 208YI120 'i `� , 20I3YI120 CT SECTION SECTIONI ; i SECTIIONI FOR_________________m_________---____-_______ _� j METERING RING504 I i 1004 MCB MCB 65,000 a 65,000 I I SERIES RATED s u SER€ES�RATED L-______----_- C/T 800A M CABINET FUSIBLE SERVICE DISC. CONDUITS ROUTED ON OUTSIDE EXTERIOR WALL UP TO 2ND LEVEL JOIST SPACE. STUB CONDUITS THROUGH BALL AND ROUTE OVERHEAD IN JOIST SPACE TO PANEL MDP. SEAL CONDUITS WATER 11GHT. 8 3/0 AWG EXOTHERMICALLY MELDED 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 25D-30. GENERAL NOTES 1. THIS EQUIPMENT SHALL BE OBTAINED FROM VENDOR 18. 2. WHERE APPLICABLE, ALL PANELBOARDS AND TRANSFORMERS 'ILL 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. THERE 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 180,00 30,00" 42 00" 142 00" 1 42,00" ' 24,00"- CODED 4 00" PREFABRICATED DISTRIBUTION CENTER.* SEE 4/E6.0 FOR DETAILS 213, IN 3/4"C BY E.C. NEW PANEL 13A 10.4A 01 TRACK LIGHTING CIRCUITS 1DB11V 7.2A C3 20BY/120 13A - SECTIONI CURRENT LIMITING PANEL 13A 9.1A C7 AS SHOWN 50A 8.5A D MCD IDA 7.84 65,000 SERIES IRATED i Q i TO TRACK SPACE IDA 7.84 NEW PANEL LIGHTING SEE SUPPLY BELL ! PLAN T-3 SPACE ` 20BY/120 SHT. E1.1 A 75kVA i SECTIONI SECURITY FIRE ALARM I i 200A ° -- MCE ° 65,000 PANEL 24,00„ SERIES RATED STOCK ROOM SINGLE LINE RISER DIAGRAJ N.T.S. SQUARE 'D' : FRONT ACCESS / FRONT - REAR ALIGNED SERVICE VOLTAGE : 480V 3 PHASE - 3 WIRE MAIN BUS : 400A NEUTRAL BUS : 4DOA BUS MATERIAL : COPPER (1) 350 MCM GROUND LUG SUPPLIED AS STANDARD BUS BRACING 65 KAIC STANDARD INTERRUPTING RATING : 65 KAIC @ 480V NON SERVICE ENTRANCE RATED SWITCHBOARD CONSTRUCTION MEETS UL -891 NEMA 1 ENCLOSURE FINISH ANSI -61 TRACK LIGHTING CIRCUITS ROUTED THROUGH CURRENT LIMITING PANEL AS SHOWN. CURRENT LIMITING LIGHTING CONTROL PANEL PURCHASE THROUGH VENDOR #18 TO TRACK LIGHTING SEE PLAN SHT. E1.1 MEZZANINE ELECTRICAL ROOM 13A 10.4A 01 TRACK LIGHTING CIRCUITS 10A 7.2A C3 ROUTED THROUGH 13A 8.5A C5 CURRENT LIMITING PANEL 13A 9.1A C7 AS SHOWN 13A 8.5A C9 IDA 7.84 C11 104 6.5A C13 TO TRACK SPACE IDA 7.84 BB 9 CURRENT LIMITING LIGHTING CONTROL PANEL PURCHASE THROUGH VENDOR #18 TO TRACK LIGHTING SEE PLAN SHT. E1.1 MEZZANINE ELECTRICAL ROOM GROUND FLOOR SECURITY SY 6 7 CELL BACKUP IG -18 1 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 (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 1N 2" CONDUIT (BY OTHERS IN PREFAB DIST. PANEL ONLY) EE (3)#1 THWN CU & (1)#6 THWN CU. GND IN 2" CONDUIT (BY OTHERS IN PREFAB DIST. PANEL ONLY) (3)1 THWN CU & (1)6 THWN CU. GND IN 2' CONDUIT (BY ELECTRICAL CONTRACTOR) G (4)#6 THORN CU & (1)#10 THWN CU. GND, IN I' CONDUIT (BY OTHERS IN PREFAB DIST, PANEL ONLY) �416 THWN CU & (1)8 THWN CU. GND, 16 THWN CU. ISOLATED GROUND IN 1 1/4" CONDUIT (BY OTHERS IN PREFAB DIST, PANEL ONLY) 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) 5OO KCMIL IN EACH (FIELD VERIFY). (4)-6DO KCMIL IN EACH OF (5) 4" CONDUITS (4)-#600 KCMIL & (1)#250 KCMIL CU. GND IN EACH OF (5) 4 CONDUITS (BY ELECTRICAL CONTRACTOR) RISER NOTES: 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 MALL AND INTO BACK OF MDP. IN NO CASE SHALL THE SERVICE ENTRANCE BE RUN INSIDE OF BUILDING, 7. 220.126 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",gF" AND TRANSFORMERS ARE FACTORY PRE -WIRED TO PANEL "MDP". PANELS "B",°C",9D" 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 STUB FEED BREAKERS IN PANEL "SDP". 7. SERIES RATE ALL SUB FEED BREAKERS IN PANEL "MDP" EXCEPT PANEL "SDP" CL I- SDP TRACK LIGHTING CIRCUITS PANEL D ®� _ ROUTED THROUGH CURRENT LIMITING PANEL 13A 9,BA BB1 AS SHOWN rANtl B 1�0A 7.IA BB3 13A 10.44 BB5 PANEL BB IDA 7.24 BB 7, TO TRACK I IDA 7.84 BB 9 LIGHTING SEE SUPPLY BELL ! PLAN SPACE ` Z SHT. E1.1 A SPACE 8.-0r/ SECURITY FIRE ALARM ° �_ SPACE ° CURRENT LIMITING PANEL 24,00„ LIGHTING CONTROL PANEL ° < PURCHASE THROUGH L ° Transformer Transformer L Se®oHdary6 VENDOR #18 ° GROUND FLOOR SECURITY SY 6 7 CELL BACKUP IG -18 1 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 (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 1N 2" CONDUIT (BY OTHERS IN PREFAB DIST. PANEL ONLY) EE (3)#1 THWN CU & (1)#6 THWN CU. GND IN 2" CONDUIT (BY OTHERS IN PREFAB DIST. PANEL ONLY) (3)1 THWN CU & (1)6 THWN CU. GND IN 2' CONDUIT (BY ELECTRICAL CONTRACTOR) G (4)#6 THORN CU & (1)#10 THWN CU. GND, IN I' CONDUIT (BY OTHERS IN PREFAB DIST, PANEL ONLY) �416 THWN CU & (1)8 THWN CU. GND, 16 THWN CU. ISOLATED GROUND IN 1 1/4" CONDUIT (BY OTHERS IN PREFAB DIST, PANEL ONLY) 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) 5OO KCMIL IN EACH (FIELD VERIFY). (4)-6DO KCMIL IN EACH OF (5) 4" CONDUITS (4)-#600 KCMIL & (1)#250 KCMIL CU. GND IN EACH OF (5) 4 CONDUITS (BY ELECTRICAL CONTRACTOR) RISER NOTES: 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 MALL AND INTO BACK OF MDP. IN NO CASE SHALL THE SERVICE ENTRANCE BE RUN INSIDE OF BUILDING, 7. 220.126 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",gF" AND TRANSFORMERS ARE FACTORY PRE -WIRED TO PANEL "MDP". PANELS "B",°C",9D" 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 STUB FEED BREAKERS IN PANEL "SDP". 7. SERIES RATE ALL SUB FEED BREAKERS IN PANEL "MDP" EXCEPT PANEL "SDP" CL I- SDP PANEL ° I° _ I PANEL D ®� _ � a rANtl B PANEL BB PANEL BB1 I T-1 ° T- ° ° ° SUPPLY BELL ! In Z PANEL A ° °� °I 8.-0r/ SECURITY FIRE ALARM ° �_ �o ° PANEL 24,00„ Z ° < 029 L ° Transformer Transformer L Se®oHdary6 ° DEMARK C44il °Primary MDP ®� 41- 0 �_®� L-------� L_ -J. RIM o ®®-®® ° v Q LEETSIDE VIEW SHIP TNG 41Q 14- V Va IGHI 41 (STD COVERS) SHIPPING SHIPPING SHIPPING RS DCIpVERS)� < SPLIT SPLIT SPLIT SPLIT ° Z ° U kn _ D-36 e Doo asSEC7IDN NOVAR CONTROL zJ ° ° � z a UE'OTTDM o SAV�JY M1JDMI ti?ty 4) TOP F.ED 05 ° ° °. DOTT06� FEED 03 ° 91.5 - �� 0PANEL ° ° a° TOP 80123-047-01 80123-047-01 ® SPECIAL SYSTEMS BACKBOARD KEYED NOTES I.G. DUPLEX RECEPTACLE. FLUSH MOUNTED, J -BOX W/ SECURITY SYSTEM OUTPUT SIM FOUR PORT COMMUNICATION'S BOX - ADT 1, ADT 2 DATA, N OVAR DATA. SECURITY SYSTEM CELL BACKUP POWER SUPPLY MOUNT ON WALL ABOVE 8'-tC". 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. EXTEND (1) 3"C TO MDF/DATA ROOM. TURN DOWN IN -WALL ABOVE MDF RACK. LABEL AS TO MDF/DATA ROOM. DOUBLE DUPLEX RECEPTACLE. FLUSH MOUNTED, D-32,34 - - - - - - a Factory Installed Feeder Cables Field Installed Feeder Cables 6 CU, GND BY r r ��� X7,.®.6 -i_• � � - #0 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 documentsfor purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschmen Architects, Incorporated, Date Issue 01/50/:201:2 510 RMIT Drawn By: TYNK Project No,: 15101.00 HERSCHMAN INCOE�P�RATEQ I- SDP PANEL ° I° _ I PANEL D ®� _ I T-1 ° T- ° ° ° ° MSP T-3 a E ° ! In Z ° °� ° ° ° m y ° °� °I 8.-0r/ SECURITY FIRE ALARM �_ �o PANEL 24,00„ Z 02 Transformer Transformer g Trahsf®rrerer Transformer ° PrimarySecondary Primary Secondary-_� Z L ° Transformer Transformer L Se®oHdary6 aoFOM °Primary 41- 0 �_®� L-------� L_ -J. ®®-®® v Q LEETSIDE VIEW SHIP TNG 41Q 14- V Va IGHI i (STD COVERS) SHIPPING SHIPPING SHIPPING RS DCIpVERS)� < SPLIT SPLIT SPLIT SPLIT kn D-32,34 - - - - - - a Factory Installed Feeder Cables Field Installed Feeder Cables 6 CU, GND BY r r ��� X7,.®.6 -i_• � � - #0 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 documentsfor purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschmen Architects, Incorporated, Date Issue 01/50/:201:2 510 RMIT Drawn By: TYNK Project No,: 15101.00 HERSCHMAN INCOE�P�RATEQ - I 24,00„ ! 24,00„ Z Q D-32,34 - - - - - - a Factory Installed Feeder Cables Field Installed Feeder Cables 6 CU, GND BY r r ��� X7,.®.6 -i_• � � - #0 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 documentsfor purposes other then the specific project named herein is strictly prohibited without expressed written consent of Herschmen Architects, Incorporated, Date Issue 01/50/:201:2 510 RMIT Drawn By: TYNK Project No,: 15101.00 HERSCHMAN INCOE�P�RATEQ OE - C, -- 50, f6 a 4 ®� o a7 a —I — — —�— — 1 2 30i UhSPLA'� L=1ISPL�VI�. � I-^ 1 � 3/4- C TO I07 8 I I I STRUCTURE; CONGEAL COAX CONNECTION. I I I{ ,\ - IN WALL MULLI;N41I SEE DETAIL SHT, E3.0. TYP. OF 3 n a I ® = _- I I -= - =Y -= F -on _ _�- I ( �_ I I i I 1 _ 7 - II �I 11 1 S HIP L ( I I ljf ( - I I� ` J. BOX MOUNT ABOVE F GOLF STOOL. � F n - ! F 11111 _ (-� f DOOR AT 11 -6 AFF; 1 - 7 - 1 it i r -'° � CONCEAL IN WALL I MULLION Till a CAT6 CABLE TO I I �, � n, C14 LL1 C4 CHECKOUT AV/MDF ROOM T T IN'S CSP+ITEM 1 IDF ABOVE DOOR I ;r- 1 REFERENCE 3/E7.0 Ll II 1 JI I II LU 'j - II 1- - --- ------ �F�1 �- 1--- -f - - - - - - t I r EXT. 234 E 1 DATA 1 I ro -- - F - — — — — — — —- i i TEAM SP T S I f EXT, 227 1 — — — II 1 1' 1 > 12 DATA ; I — — =i I h P IN FIXTURE I W II PROVIDE COAX FOR PENDANT II II � MOUNTED PLASMA TV'S. SEE w I � DETAIL SHT: E3.D C UE SNORTS I I EXT, 230 I 11 ! 1 1 DATA 1 I 1'-6" �I I f A.F.F. �\. 'r I 4 'as a: as 7� 1 i I 1 II III 3/41'C'OFFSET AT 4 BY 4 j ! SPORT` CAFES j GqswimI I I r I I I AT it iI 1 J -BOX WITH SINGLE GANG MUD II 1 I j F I - L - - - I _ _ _ - IL- _ _ _ - 1 DATA RINGLAT EACH DATA LOCATION I } ! 11� II CEILING SHOWN, (TYPICAL SALES FLOOR) R,ACTICFEAINE i1 _ - _ _ _ _ - I1 II�%3` I I I I � I ! _ rZ1 I j EI I I `�\ I I — 1 . I1 444 1 1 - i- � I �� I 94 i 1 + L' z _PiNEXT. 229 1 Lj i EXT, 249 I 1 1 1 1, ji I q I M' , 11 1 DATA I 11 DATA I I _ _ I ti I48" I 1148" I iT ATETI 1 P��TS I - - - - 1--�--!� --1--- = L -- I SII I i , I I I 1 I WATER SPORTS ` li - 1 i ill i I i I I f------ —__- Ii -- 1L EXT. 232 II 11 11 0 EXT. _231 1 li I C14+ i '09 x=` j 4 I ( i f 1 DATA 1 1 DATA I 1 /� SALT WATER 48" �1 ! E 48" I 1 CHEC O T' i I - �'` i I j - =I I! j 1 EXT, 228 !I- _ -SII I FIT. � � . 1 1; i FIT RM. II I ! 1 DATA 1 �� I��, f l I I !I l 1 I I48 i COAX CONNECTION, 1 1 ;41 1 04 1 II ' I I L 1 SEE Q�IAIL SHT. I _J -I I � i�FfTo-Rti�1, E3,0. TYP. OF 3 Ii I 1 I�I� 1 a Flo I ! 1 L I I MI",I`S 11 Al I I h. i Ii I. 11 I1 I f I�II� HUNTING PL 1 1 I ISI I i I L 1 «l I I 1 kl f li it 1 II �7 4 z,t) _ I 11 1 II Ij 1 i 11�- X11 L_ ----- —- 1 DATA W I ( CEILING m ------------- I ---- -- TIMECLOCK I ----- Iii fl II II II II ------ I --- - ----� t DATA4 L� 1 ( 1 f CI II II II. li 11 14�" l 11 II I� I II 11 II II II II II 111 i I Lt , �� I 1 II --�' II II li li II II. COAX CONNECTION. it I n - 6 I II I SEE DETAIL SHT, E3,0, i r ;1, II I II I I FOOT II II II II P !� - — I-III I I _ Ii II h II Il II II ! .I�I C li I I' II II �ij w `"H R 1 T III 1 DATA _ z CEILINGT, 237I fi3I DATA`I S RE41. iI—IIT L k I %3 - if V � EXT. 251 II II II II II � I I II II II it I I $, R I S° 1 ' IM 1DATA sm ' =iiul iti EXT, 24C 1 3[JD F) 1 DATA 48 .kI �E _-i NEiI„"II II IHOH_RY u J - sA�, II 1111ait 1 t, ill li I - „I„I ' 77 i i — — — =�I � -� � T i I I I I I ± I - II x II x I x I 11 11 ' EVa__ 5� T T 1 DATA v i — -1 — -— - — — — ><- x 1 41 ® H --- _ - a --- ------- — — — ----- —244\-j j - — II EXT,. 25 5 J --® TC —EXT-. 44 MOUNT TELEPHONE JACKS 1 DATAST0leKROOWLLEGTRWL ROOM MAIN ST Ci 1 DATA TELCO -AT�8 A,F,F, IN OFFICES 48” B DATARACK MDF, 48BOARD x FSEj ��LEVATi3 EXT, 242 , a! -- -- ---- I X r ry 4 DATA I .AIN STOCK � € -II a ��� I / � IV.EQUIF,�I�ATI 4ti %� - I I ,E6.0 Qa. Lac.- FANEL 1011 it A I_ r - -- — y� xyxII x� II ��� 1 �x� II �� II I _k -. — LNOVAIR I 2 DATA QUAD Box ( 18° AN 1 DATA AN 2 DATA EXT, 241 2 DATA l� I 6 EXT, 210 4 DATA E Store Location Dut Res. EXT Store Location Put Re 210 Cash Room LINE 2: 246 Footwear Pad x 211 Lodge LINE 4: 247 RUN TO PHONE SYSTEM; SHARED LICENSE LiNE IN LODGE LINE 5: 212 Service Desk 1 x 248 RUN TO PHONE SYSTEM; SHARED W BACKUP FIRE ALARM RUN BY FIRE ALARM VENDOR LINE 7: 213 PRIMARY SECURITY ALARM ON BLOCK ON BACKBOARD LINE 8: 249 Camping x 214 Cash Reg 1 &2 x 250 LINE 9: 215 Cash Reg 3&4 x 251 Bikes/Exercise X 216 Cash Reg 5&6 x 252 DISTRICT MANAGER'S OFFICE FAX MACHINE AND DIRECT LINE (IN STORES WITH DM ONLY 217 Cash Reg 78 x 253 Stock Roam x 2 if ne,, ded X 254 219 Cash Reg 11&12 (if needed) x 255 Lunch Roam x 220 Cash Reg 13&14 (if needed) x 256 Loading Dock X 221 Cash Reg 15&16 (if needed) X 257 RM/'DM office (if needed) 222 Caseg if needed x 258 RM DM office if needed 223 Cash Reg 19;20 (if needed) x 301 Tireless 1 224 302 Tireless 2 225 Lodge Mork Room x 303 Tireless 3 226 304 Tireless 4 227 Golf Department x 305 Tireless 5 226 Ext Lodge X 306 Tireless 6 229 Women's Apparel X 307 Tireless 7 230 Mens Nike x 308 Tireless 8 231 Mens Apparel X 309 Tireless 9 232 Youth Apparel X 310 Tireless 10 233 311 Tireless 11 234 Team Sports x 312 Tireless 12 235 313 236 Loss Prevention 314 237 Stare Manager 315 238 Dept Manager 1 316 239 Dept Manager 2 317 240 318 241 Count Room x 319 242 Telco Room x 320 243 244 Footwear Stockroom X 245 EXT. 238 2 DATA 1 3 DATA 2 DATA — — — 2 DATA 3 DATA EXT, 239 2 DATA 2 DATA ff lJr, r, STRUCTURE Ifi I I� III I I I I 24" i{ II OF II BACKBOARD i lI I ! I I IG 2$ II II 46 CU. II II Cl _ MOUNT ADJACENT TO $aa BACKBOARD TELEPHONE LINE CONFIGURATION LINE# TYPE USE LiNE 1: HUNT MAIN UNE IN HUNT, RUN TO PHONE SYSTEM. LINE 2: HUNT RUN TO PHONE SYSTEM; SHARED W/ GOLF SIMULATOR IN DRIVING RANGE LINE 3: HUNT RUN TO PHONE. SYSTEM; ON COM -SHARE LSD*** LINE 4: HUNT RUN TO PHONE SYSTEM; SHARED LICENSE LiNE IN LODGE LINE 5: HUNT RUN TO PHONE SYSTEM; SHARED W BACKUP SECURITY RUN BY SECURITY VENDOR LINE 6: HUNT RUN TO PHONE SYSTEM; SHARED W BACKUP FIRE ALARM RUN BY FIRE ALARM VENDOR LINE 7: DEDICATED PRIMARY SECURITY ALARM ON BLOCK ON BACKBOARD LINE 8: DEDICATED PRIMARY FIRE ALARM ON BLOCK ON BACKBOARD OPTIONAL LINES LINE 9: HUNT ADDITIONAL HUNT LINE FOR DM RM STORES LINE 10 & 11: DEDICATED ELEVATOR EMERGENCY PHONE IN STORES WITH ELEVATORS ONLY LINE 12 & 13: DEDICATED ESCALATOR DIAGNOSTIC LINE IN STORES WITH ESCALATOR ONLY LINE 14 & 15: DEDICATED DISTRICT MANAGER'S OFFICE FAX MACHINE AND DIRECT LINE (IN STORES WITH DM ONLY EXT. 238 2 DATA 1 3 DATA 2 DATA — — — 2 DATA 3 DATA EXT, 239 2 DATA 2 DATA ff lJr, r, STRUCTURE Ifi I I� III I I I I 24" i{ II OF II BACKBOARD i lI I ! I I IG 2$ II II 46 CU. II II Cl _ MOUNT ADJACENT TO $aa BACKBOARD FINISHED FLOOR IDF BACKBOARD ELEVA-flON E7.0 NOT TO SCALE 444, � s� C�,� { g, - r �5 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 forur ries other P P than the specifio project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Issue 01r'50/:20I2 BID FE MIT 6 m V 6 6 O Qo 0 6 m ® m^ 2- a � D ® 6 g V 6 N t2 6 9 0 m m €5 L a a a-a3�m -4 c `o � m 6 O m a m ® v E ate-. 6 1 T, - N m L a � I E � a� $ostia Drawn By: Tyq< Project No.: 15101.00 Ir LL s 31X ®� 1 _ E7.0 3/32'° = 1'-O GENERAL NOTES: - �- ^ `� �� �- ��- A. MOUNT ALL WALL PHONES AT 48" AFF., UNLESS OTHERWISE NOTED G. SURFACE MOUNTING. OF LOW VOLTAGE WIRING IS PROHIBITED, ALL WIRING TO BE 0 KEYED NOTES I I l I x I IN CONDUIT AND CONCEALED IN WALLS, EXPOSED WIRING MAY BE RUN ABOVE '1 PROVIDE BACKBOARD AT 7'-6" AFF, CENTERED OVER DOOR, FOR OF 8z FROM ADJACENT WALL L ` JL �- CEILINGS AND IN JOIST SPACE. UNDER DIVISION 16; ALL CONDUITS SHALL BE CONCEALED IN WALL. PROVIDE 6 CU. GLAD. I I B, MOUNT ALL DESK PHONES AT 18 AFF„ UNLESS OTHERWISE NOTED CONNECTION AT BACKBOARD. REFER TO ELEVATION 3/E7. COORDINATE LOCATION WITH VENDOR 13. - \ J , 4 C. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. H. 3/4"C WITH 4" BY 4" JI WITH SINGLE GANG MUD RING AT EACH DATA as F LOCATION SHOWN. (TYPICAL OFFICE AREA AND SERVICE COUNTERS) Q (1) 3"C TO SALES FLOOR TURNED DOWN 12-0 AFF, CENTERED ON DOOR, AT IDF. LABEL CONDUIT 1 � i PECEI`v''1N0 1 DATA DATA - J 11 CEILING D. ALL DATA CABLING SHALL BE WIRED FROM THE MDF OR OF TO THE END POINT I BY VENDOR #13. VENDOR 13 SHALL PROVIDE THE DATA CABLING, I. 3/4"C OFFSET AT 4" BY 4" J -BOX WITH SINGLE GANG MUD RING AT EACH DATA [ I LOCATION SHOWN. (TYPICAL SALES FLOOR) � 3/4"C FROM CASH OFFICE- FROM J -BOX BELOW COUNTEP, TO SECURITY BACKBOARD. I � I L LL ` TQRK 1 Po E. AUDIO/VISUAL- VENDOR 13 TO TAKE FEED FROM AUDIO/VISUAL VENDOR 5 4HERSCHMAN EXT. 6 / Q � PAGING/AUDIO EQUIPMENT AND MAKE FINAL CONNECTION AT PAGE PAL J, ROUTE CONDUIT FROM .DECK TO TOP OF VESTIBULE FOR SPEAKER WIRE ANQ � TIME CLOCK REFER TO ELECTRICAL DETAIL [10/E3.0] FOR REQUIREMENTS. ---------------- ARCHITECTS 1 DAT / L° EQUIPMENT PRIOR LEAVING THE JOB SITE. THiS EQUIPMENT IS LOCATED AT THE TRAFSYS. ,� ,D '$ 48 _ _ AV/MDF ROOM. VENDOR 13'S INSTALLATION TECH SHALL VERIFY WITH STORE �2) 1-1f2 C TO SALES FLOOR TURNED DOWN 12-0 AFF, CENTERED ON DOOR, AT IDF. LABEL (1) I N Q R P R A T E MANAGER THAT PAGING AND PHONE SYSTEMS OPERATE AS REQUIRED, K. ALL CONDUITS FOR LOW VOLTAGE WIRING SHALL BE PROVIDED WITH BUSHINGS CONDUIT AS "FIBER OPTIC" AND (1) SPARE, PROVIDE LONG RADIUS 90° FOR FIBER OPTIC CABLE. j AND PULL STRINGS. WINDDATA FL, L(�;, AR�S��S ROUTE 3/4"C IN COUNT ROOM AND CASH ROOM TO ABOVE ACCESSIBLE CEILING IN CORRIDOR 25001 EMERY ROAD, SUITE 400 I F. VENDOR LIS1= m&a CLEVELAND, OH 44125 TELEPHONE/DATA - VENDOR #13 MOUNT TRAFSYS CAMERAS AT 11'-6" WITHIN 10'-0" OF ENTRANCES ON DOWN- RODS OR MOUNTED TO DESIGN OF MECHANICAL, ELECTRICAL TEL . (216) 223-3200 I PAGING/AUDIO/VISUAL - VENDOR #5 �. VESTIBULE AND PLUMBING EQUIPMENT RESTRAINT McHENRY ASSOCIATES, INC. �f FAX (216) 223-32.10 )i i II I I ii SECURITY -VENDOR X19 SYSTEMS FOR WIND FORCES SPECiF-IC CONSULTING ENGINEERS www.herschmanarchitects.com BUILDING MANAGEMENT - VENDOR #16 PROVIDE BACKBOARD FOR MDF. REFER TO ELECTRICAL DETAIL 14/E3.OA FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 - LOWER LEVEL TELEPHONE SYSTEM PLAN BY MASON INDUSTRIES, INC. OR EQUAL WARRENS'VILLE HEIGHTS, OHIO 44125 TELEPHONE/DAT (1) 2"C TO SALES FLOOR TURNED DOWN 12'-0" AFF, CENTERED ON DOOR, AT IDF, LABEL (1) MANUFACTURER AND AS REQUIRED FOR Phone; 216 292-4696 E7.0 3/'32" 1'-®" CONDUIT As "CCTe. 3 SYSTEM PLAN = - Fax: (216) 292-5674 GONTi�AGTo� I�sT VERIFY ALL GLEARANGE5 AND Email: MAIL@MCHENRYASSOCIATES:COM E7w0 DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005252 0 Lu 0 M a vv. FINISHED FLOOR IDF BACKBOARD ELEVA-flON E7.0 NOT TO SCALE 444, � s� C�,� { g, - r �5 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 forur ries other P P than the specifio project named herein is strictly prohibited without expressed written consent of Herschman Architects, Incorporated, Date Issue 01r'50/:20I2 BID FE MIT 6 m V 6 6 O Qo 0 6 m ® m^ 2- a � D ® 6 g V 6 N t2 6 9 0 m m €5 L a a a-a3�m -4 c `o � m 6 O m a m ® v E ate-. 6 1 T, - N m L a � I E � a� $ostia Drawn By: Tyq< Project No.: 15101.00 Ir LL s 31X ®� 1 _ E7.0 3/32'° = 1'-O GENERAL NOTES: - �- ^ `� �� �- ��- A. MOUNT ALL WALL PHONES AT 48" AFF., UNLESS OTHERWISE NOTED G. SURFACE MOUNTING. OF LOW VOLTAGE WIRING IS PROHIBITED, ALL WIRING TO BE 0 KEYED NOTES I I l I x I IN CONDUIT AND CONCEALED IN WALLS, EXPOSED WIRING MAY BE RUN ABOVE '1 PROVIDE BACKBOARD AT 7'-6" AFF, CENTERED OVER DOOR, FOR OF 8z FROM ADJACENT WALL L ` JL �- CEILINGS AND IN JOIST SPACE. UNDER DIVISION 16; ALL CONDUITS SHALL BE CONCEALED IN WALL. PROVIDE 6 CU. GLAD. I I B, MOUNT ALL DESK PHONES AT 18 AFF„ UNLESS OTHERWISE NOTED CONNECTION AT BACKBOARD. REFER TO ELEVATION 3/E7. COORDINATE LOCATION WITH VENDOR 13. - \ J , 4 C. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. H. 3/4"C WITH 4" BY 4" JI WITH SINGLE GANG MUD RING AT EACH DATA as F LOCATION SHOWN. (TYPICAL OFFICE AREA AND SERVICE COUNTERS) Q (1) 3"C TO SALES FLOOR TURNED DOWN 12-0 AFF, CENTERED ON DOOR, AT IDF. LABEL CONDUIT 1 � i PECEI`v''1N0 1 DATA DATA - J 11 CEILING D. ALL DATA CABLING SHALL BE WIRED FROM THE MDF OR OF TO THE END POINT I BY VENDOR #13. VENDOR 13 SHALL PROVIDE THE DATA CABLING, I. 3/4"C OFFSET AT 4" BY 4" J -BOX WITH SINGLE GANG MUD RING AT EACH DATA [ I LOCATION SHOWN. (TYPICAL SALES FLOOR) � 3/4"C FROM CASH OFFICE- FROM J -BOX BELOW COUNTEP, TO SECURITY BACKBOARD. I � I L LL ` TQRK 1 Po E. AUDIO/VISUAL- VENDOR 13 TO TAKE FEED FROM AUDIO/VISUAL VENDOR 5 4HERSCHMAN EXT. 6 / Q � PAGING/AUDIO EQUIPMENT AND MAKE FINAL CONNECTION AT PAGE PAL J, ROUTE CONDUIT FROM .DECK TO TOP OF VESTIBULE FOR SPEAKER WIRE ANQ � TIME CLOCK REFER TO ELECTRICAL DETAIL [10/E3.0] FOR REQUIREMENTS. ---------------- ARCHITECTS 1 DAT / L° EQUIPMENT PRIOR LEAVING THE JOB SITE. THiS EQUIPMENT IS LOCATED AT THE TRAFSYS. ,� ,D '$ 48 _ _ AV/MDF ROOM. VENDOR 13'S INSTALLATION TECH SHALL VERIFY WITH STORE �2) 1-1f2 C TO SALES FLOOR TURNED DOWN 12-0 AFF, CENTERED ON DOOR, AT IDF. LABEL (1) I N Q R P R A T E MANAGER THAT PAGING AND PHONE SYSTEMS OPERATE AS REQUIRED, K. ALL CONDUITS FOR LOW VOLTAGE WIRING SHALL BE PROVIDED WITH BUSHINGS CONDUIT AS "FIBER OPTIC" AND (1) SPARE, PROVIDE LONG RADIUS 90° FOR FIBER OPTIC CABLE. j AND PULL STRINGS. WINDDATA FL, L(�;, AR�S��S ROUTE 3/4"C IN COUNT ROOM AND CASH ROOM TO ABOVE ACCESSIBLE CEILING IN CORRIDOR 25001 EMERY ROAD, SUITE 400 I F. VENDOR LIS1= m&a CLEVELAND, OH 44125 TELEPHONE/DATA - VENDOR #13 MOUNT TRAFSYS CAMERAS AT 11'-6" WITHIN 10'-0" OF ENTRANCES ON DOWN- RODS OR MOUNTED TO DESIGN OF MECHANICAL, ELECTRICAL TEL . (216) 223-3200 I PAGING/AUDIO/VISUAL - VENDOR #5 �. VESTIBULE AND PLUMBING EQUIPMENT RESTRAINT McHENRY ASSOCIATES, INC. �f FAX (216) 223-32.10 )i i II I I ii SECURITY -VENDOR X19 SYSTEMS FOR WIND FORCES SPECiF-IC CONSULTING ENGINEERS www.herschmanarchitects.com BUILDING MANAGEMENT - VENDOR #16 PROVIDE BACKBOARD FOR MDF. REFER TO ELECTRICAL DETAIL 14/E3.OA FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 - LOWER LEVEL TELEPHONE SYSTEM PLAN BY MASON INDUSTRIES, INC. OR EQUAL WARRENS'VILLE HEIGHTS, OHIO 44125 TELEPHONE/DAT (1) 2"C TO SALES FLOOR TURNED DOWN 12'-0" AFF, CENTERED ON DOOR, AT IDF, LABEL (1) MANUFACTURER AND AS REQUIRED FOR Phone; 216 292-4696 E7.0 3/'32" 1'-®" CONDUIT As "CCTe. 3 SYSTEM PLAN = - Fax: (216) 292-5674 GONTi�AGTo� I�sT VERIFY ALL GLEARANGE5 AND Email: MAIL@MCHENRYASSOCIATES:COM E7w0 DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005252 3.8 3@)y 4, .5 476 & . @� 6. .7 'C66. 8 --- 6.8 °2 3 -IYII��I)I.AY FFF 3/4" Ct NDUIT WITH SINGLE GANG DISPLT'0( I - BOX AT LATCH SIDE OF DOR ' 1 3/4" CONDUIT WITH SINGLE GANG- GLASS BRK I I I GLASS BRK 3/4°° CONDUIT WITH SINGLE GANG 3/4" CONDUIT WITH INGLE GANG SOUNDER/ BOX AT LATCH SIDE OF DOOR I I 7 BOX AT LATCH SIDE OF DOUR �' GLASS BRK K PAD GLASS BR BOX AT LATCH SIDE F DOOR STROBE - �' I� - 1 &A1 GB _ - C - GB C I 1 C _ - PIIS G® PIR G® PIR I OA — - a.ro.. �I ; - /I\ PS TO POWER ALL BA - �� t OILF "� TOCK 21 DEVICES IN FRONT OF _ M M MOTION, MOUNT 0 NlAL®AD ADJACENT ON KNOX BOX TAMPER F r -` - - _ - III WALL ADJACENT T I (COORDINATE EXACT A � - STORE INCLUDING THE 360 _ _ � DEGREE MOTION IN GOLF - - - - - - - -- E GLASS 10,5 GLASS 10.5' LOCATION WITH FIRE 1.- - - r -DEDICATE 120VAC Ali_ r -- - - - - ALARM CONTRACTOR) -- 1 I B 9 MOUNT PVM L II �I' 3/4" CONDUIT WITH SINGLE GANG BOX CABLE TO BE PULLED TO �����®�� 12 6160" - rFTTIL��CT° i V",�IEN EF1 I __ AND COVER PLATE CENTER OF DOORWAY BOTFI MDF 8s IDF ROOMS ly �i c> > PVM TO BE MOUNTED THE TOP OF DOOR. DS -150 CHECK CABLE PRINT OR i � �" - - - - PM FOR DETAILS. IT - ,�T - IT ' =1 HU J CORNER OF THE TECHNOLOGY I - - CENTER PAD AN ANGLE @ THE I-li i� �;; 1� II II _ 71 10 ENTRANCE AS SIOWN PLEASE DO I I NOT DEVIATE FROM THE PRINT - - - - _- _ LIC11 �I--]lam L I' �---------- - --1 �-- �'-` - _ - �_ - r HOLD UP BUTTONS TO BE F I /-------------------=�-- _ -----I-- MOUNTED UNDER COUNTER TOPS REGISTER CAMERAS ARE TO BE - - - - - - - - I- MOUNTED @16', CENTERED AND -*13 - _ _ _ _ _ _ _ _ _ _ _ = - - - (014 - - - -i - ----- - _ ... - -i 'TEAM SPORTS ANGLED STRAIGHT DOWN TO COVER ALL REGISTERS AND BOTH BOTH - n 1 � MOUNTED 16 AFF ON 3/4' SIDES OF THE COUNTERS. PLEASE 1 15 CONDUIT bVITH OCTAGONAL UO NOT DEVIATE FROM THE - - - - - - ._ - .__ + - - ----- L-1 1 �a BOX AT BOTTOM I— � I I — — - I I 7 - —� 1 C�JIE` SYOR`�'S - .I- I� S I I--. �'_� ����F I- I 1 I I II I I I I I I -� �- T r I I Ir I::oIPAC I°SCI �V R��I1if �E 1 1 I 11 SPORT" GAMES I CP swim I IWOI�ENATHL 11 I I I =1 —_I-------------_\-------= \1— ---- t L1 III------- __---- III ��-- I �-� I � I- -- _i Oda MOTION, MOUNT---.--. BESIDE GLASSBREA ON WINDOW FRAME '� GLASS BRKBOOTS ✓ 1 MEN ATHLETIC, I 1 � I --- -- ==— —� — —J-------- —I -- -- \_ —1 I-- \-------- ----------- CE PVM TO BE MOUNTED ® THE CORNER OF THE TECHNOLOGY CENTER PAD AND �i'ATT;�®�� ANGLE 0 THE ENTRANCE AS SHOWN ___ PLEASE DO NOT DEVIATE FROM THE PRINT MOUNT PV ----------- ----- _ - _..._-I -------- -----==_-_= _---_-11 T ��----------I �@ 8"6P 3/4" CONDUIT WITH SINGLE GANG 22 I M 23 I BOX AND COVI#R PLATE CENTER OF _ GLASS BRK 24 DOORWAY TOP OF DOOR. DS -150 I � Il SIT ®- _ SALT WATER 1 I I I —11,11 - — — �— — — — — — it — �� !� �� { — _TCE)— II �-- �— ) —j BESIDE GLASSBREAK �' 1"��"�O�T I`:: MOTION, MOUNT,__I_ 1 - - _ �, I 1=III , I IlCn�l I � I �, a 11 �P�II�u ' w - ��IeJ I I01F� II ON WINDOW FRAME _l -I TI II- 1I=_ _ _I _ _ I_ �..col II _11 11IIi�.' 1 REGISTER CAMERAS ARE TO BE (MOUNTED 016', CENTERED AND (ANGLED STRAIGHT 210, DOWN TO COVER ALL �dEGISTER5 AND BOTH BOTH SIDES OF LTHE COU%RS. I + PLEASE DO NOT DEVIATE FROM I7HE PRINT. �. I T�JN'T'IN�A�'T�T,LF L Cn lj I ----------J------I--L==== __� _ __-___= I=___ ��----- --I I -� /J�3/4"CONDUIT WITH SINGLE GANG - F- / BOX AND COV R PLATE CENTER OF / DOORWAY TOP OF DOOR. DS -150 OF— T— I L_- ----------------- .. ------ -- -- -- - --- --=--------- - -- ADTKEYPAD�i-. - - - -- -- - ----------------..._ - ��---�-------- �-------------SII---- ---- - SEE DETAIL L� III o " 10/E3.0 '� MID TED 16 AFF ON 3/4 CONDUIT /, 11rili 1 -I l WIT IOCTAGO AL BOX AT BOTTOM 369- / /> I (I'll I_ - MOUNT BELO HANGING TIMBERS � /�O' � - P R�/ �I I NC PVM 27 -III-Iz 11 MOUNT PVM TU - GENERAL NOTES: 1. ALL EXTERIOR EMERGENCY EGRESS DOORS TO HAVE DAYTIME ANNUNCIATOR AND SOUNDER INCLUDING RECEIVING AREA DOORS. 2. WALL MOUNT PASSIVE INFRARED - 0 8'-6" AFF 3. ENSURE THAT ALL EJ(TERIOR DOORS ARE COVERED �Y MOTION DETECTORS. 4. THE FOLLOWING GENERAL GUIDELINES SHALL BE FOLLOWED FOR WIRING INSTALLATION; a. WIRING SHALL BE APPROPRIATELY COLOR -CODED WITH PERMANENT WIRE MARKERS. COPPER CONDUCTORS SHALL BE USED. b. ALL CABLES, WHERE SUBJECT 'TO MECHANICAL DAMAGE, WIRING SHALL BE ENCLOSED IN METAL CONDUIT OR SURFACE METALLIC RACEWAY. (CHECK LOCAL CODES AND/OR AHJ AUTHORITIES FOR LOCAL REQUIREMENTS.) C. WIRE SIZE FOR FIRE INITIATING DEVICE CIRCUITS SHALL NOT BE SMALLER THAN 16 AWG SOLID, 14 AWG FOR SIGNALING LINE CIRCUITS (SLC). d. IDC OR SLC WIRES SHALL NOT BE ENCLOSED IN CONDUIT OR RACEWAYS CONTAINING "AC" WIRES. INSIDE CONTROL PANEL, "AC" WIRES MUST BE APPROPRIATELY SEPARATED. e. WHERE EMI MAY INTERFERE WITH THE PROPER OPERATION OF THE INITIATING CIRCUITS, TWISTED/SHIELDED CABLE SHALL BE USED. 5. SEE E6.0 FOR SPECIAL SYSTEMS BACKBOARD DIAGRAM 6. FINAL LOCATION FOR CAMERAS SHALL BE VERIFIED BY LOSS PREVENTION DISTRICT MANAGER HOWARD DelAguila (412) 768-6066. 7. E.C. SHALL PROVIDE 3/4OC (WITH PULL WIRE) FROM EACH SECURITY 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 SECURITY WRING SHALL BE PROVIDED AND INSTALLED BY SECURITY VENDOR #2. ALL WORK SHALL BE COORDINATED WITH SECURITY VENDOR PRIOR TO ROUGH -IN. TYPICAL THIS DWG. 8. SURFACE MOUNTING OF SECURITY SYSTEM "AIRING IS PROHIBITED. ALL WIRING TO BE IN CONDUIT AND CONCEALED IN WALLS. EXPOSED WIRING MAY BE RUN ABOVE CEILINGS AND IN JOIST SPACE. B. CELLULAR BACKUP REQUIRED FOR ALL SECURITY SYSTEMS. N OTE E.0 SHALL PROVIDE 3/4' CONDUIT (WITH PULL WIRE) FROM EACH SECURITY DEVICE TO ABOVE ACCESSIBLE CEILING. IF DEVICE IS LOCATED IN AN AREA WITHOUT CEILING, THE E.C. SHALL STUB UP 3/4" CONDUIT TO STRUCTURAL JOIST. ALL SECURITY WIRING SHALL BE PROVIDED AND INSTALLED BY SECURITY VENDOR. ALL WORK SHALL BE COORDINATED WITH SECURITY VENDOR PRIOR TO ROUGH -IN. TYPICAL THIS DWG. I i C 50 ) 114 VVQI'A1�N'S = . M1 CENTER OF nOOR PTTIVE 3/4' CONDUIT WITH SINGLE 'GANG BOX AND COVER PLATE CEN ER OF DOORWAY TOP OF DOOR. D -150 . I I 4 Ill�j I U _ HOLD UP BUTTONS TO BE { '1 @8 6 FOOTWEAR- - MOUNTED UNDER COUNTER TOPS - t altll_11 HIM' -� 1I :- �f,� � 3/4" CONDUIT WITH SINGLE GANG 1 - �s J —I - -- -i- - _� I�°3s�ai ,: , `�.,>✓ II�JIIIE IM1u I:.I FLUSH MOUNTED CENTER _ BOX AND COVER PLATE CE TER -1 _ I- -i1F- - - I W9�0I� K 11100111�i �G'�� - OF DOOR STRIKE OF DOORWAY TOP OF D00 -III - — I CG H =Et - -1 DS_ 150 - - - - - - _ y� - - _ H �I I � �+�� 2Q�(�IIQ.IsI� �� -I� BIKES I I 1 r iT s ;� MAN DOOR CAMERA MOUNTED ® 12' �I� �� - PI �� 1 I - _ _ II 1 _ lel TO DE OFF CENTERED F DOOR AND - DEPT. NI(. F . l ANGLED STRAIGHT DOWN @ THE AREA - I �� i�� IIl..RY LAME J oO ILII 1_11_11 _11_11 ILII 11_11_11_ — — I� -�� 25 __: 1 2; � IN FRONT OF THE MAN OOR. PLEASE I II II I II II 2B — — - -� DO NOT DEVIATE FROM HE PRINT ZT i aL I I - T T T T ---I---I --I F-- - T T T T -T� L IID"( -- : II II II I,,„I � -II ,I�� I I , T, �I� T” - - - I -----1 -1---- - -----I - T --------------- - - -- -I--------- - -- - II n "" MOTION MOUNTED - - - T', : - . - - - -r - - - - - -I TO ELEVATOR 1 " - I-- - -L - - - - L i� 20 PIR P/4TE CENTER OF DOORW Y TOP OF DOOR. COVER - - i� - - JL - - - - - - - - - - - - J� - - - Ilc�,�U F'1�Ti�M r il.�C,I.i1C�(1M1 3 4 CONDUIT WITH SINGLE LANG BOX�AND -COVER - - - - B11E i � T OO'T'WEAR STOCK — /__ IC C AV/DATA 19 h61 --1II-_117 — -II- —-11 —�I-- — -I -- -- — _ _F /i Af - 10)V11 uICI Iul AI ly _ — - MAIN STOCK 3 IOU J� I 1 BACP �I= _ - - - -- L Li:L L) EMs- - -- - - F_ - i� - �� � r x / / - is - - -IFF \-NOVAR EMS CONNECTION '--CABLE TO BE PULLED TO BOTH 3/4' CONDUIT WITH SINGLE GANG WHERE APPLICABLE MDF & OF ROOMS CHECK CABLE BOX AND COVER PLATE CENTER PRINT OR PM FOR DETAILS. OF DOORWAY TOP 0 DOOR. DEDICATE 120VAC- PS 0 POWER DS -150 ALL BA DEVICES IN REAR OF STORE o� 2� SECURITY PLAN BA CONTROL MOUNTED ON PLYWOOD NO BA °O 3/3209 - 1 r -On DEVICES ARE TO BE POWERED FROM THE VISTA 128 \- - - -,L - -„ - -„. - - I CCTV LEGEND QTY. SYMBOL DESCRIPTION 4 M 216 MFD PENDANT MOUNT MEGAPIXEL PIRINICPASSIVE INFRARED / IP CAMERA MICROWAVE CEILING INFRARED. MOUNT TO is CONDUIT STUB AND MOUNT 216 FD PENDANT MOUNT IP CAMERA 1 PVM PUBLIC VIEW MONITOR -BUILD IN CAMERA 1 C PVM PUBLIC VIEW MONITOR W/NO CAMERA 3 DEAD DROPS 8 D DEACTIVATIORS CCTV INSTALLATION NOTES —Contact Project Manager Fran Ciglar at 561-939-3011 with any install issues. —Dick's DLPM must be present & have verified camera & head end location before any cable can be pulled. —All Public View Monitors to be hung at 8'5'° AFF. —All pendant mounted cameras to be hung at 16' AFF. —All remote alarms to be hung between 8'10' AFF. —All pendant poles for cameras to be painted -flat white & poles for PVM's to be painted flat .black. —Allow 25 ft of slack at each camera. Prewire each drone to handle future domes. SECURITY EQUIPMENT LEGEND DOOR CONTACT D SOUNDER 17 PASSIVE INFRARED PIRINICPASSIVE INFRARED / MICROWAVE CEILING INFRARED. MOUNT TO CONDUIT STUB AND MOUNT 00 P SENSOR 16' A.F.F. IN THE SALES FLOOR AREA. DS1501 CURTAIN MOTION DETECTOR MOUNTED ABOVE DOOR OUTSIDE SOUNDER &e STROBE EXTERNAL POWER SUPPLY U' HOLD UP HP CONTROL PANEL KEYPAD ca GLASSBREAK P PHOTOBEAM I I I II II \ II \ II ' 1 1 29 L _-,L L - �1]L __fir- __ =11_ ._._ A r-- I � � 1111:CEOAD'o0,G, WALL MOULTED - MOTION MOUNTED 9'6” �TO ELEVATOR �)"5�-SOUNDER PIRA KEYPAD 1-LI�AT�Iw� u�lu X ------------------ 00 ------------ / I ) ® P1R MIC 2 �. 3.4of CONDUIT WITH WIND DATA ° ,�m&a F(omSINGLE GANG BOX a o99 / ,a ° 12' OFF OF FLOOR I:r L D. ln� LL TECH - DESIGN OF MECHANICAL, ELECTRICAL, ® T�6 ON DECT - AND PLUMBING EQUIPMENT RESTRAINTI� - �MCHENRY � ASSOCIATES, INC. -- SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS FTHIS OR LOCATION INCORHIEQUAL 25001 EMERY ROAD, SUITE #200 BYMASON INDUSTRIES, WARRENSVILLE HEIGHTS, OHIO 44126 MANUFACTURER AND AS REQUIRED FOR Phoned216 292-4696 LOWER LEVEL SECURITY PLAN ALL APPLICABLE CODES. Phone:(216) Fax: (216) 292-5674 E8.0 3/32" = 1'-0" G®WFRAGTOR MU5T VERIFY Email: MAIL@MCHENRYASSOCIATES.COM ALL GLEARANGE5 AND DIMEN51®N5 IN F=IELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005262 ._—_.. m a 06 ­��� a r 0y "y vT m At ✓ .� Design and construction documents as instruments of service ere giv®n in confidonce and remain the property of Herschman Architects. The use of this design and these construction documents for purposes other than the �poolflo proloot named h®rein is strictly prohibited without esspress®d written consent of Herschman Architects, Incorporated. Date Issue 01 0/201,2 ID/PERMIT w Drawn By; TAK FL. LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 4 128 TEL (210) 223-3200 FAX (216) 220-3210 www.herschmanarchiteots.com 01"1 : VITA( -14:1111 4 1�U0, ���i �S�� 11r- 'TkI C'.i CJ r TELEPHONE ® TG -7 SELL UNIT xu wa'F 01py V128 CONTROL PANEL WARNING: OWNERS INSTRUCTION NOTICE NOT TO DE REMOVED WEEKLY TESTING IS REQUIRED TO ENSURE PROPER OPERATION OF THIS SYSTEM. 4193SN MODULE NOTES: 1. Zone 1 may be selected for EOLR supervised 4. Zone 8 supports 2 -wire latching type glass break detectors. J7 Header J8 Header MAKE CONNECTIONS USING a�2 or normally closed (no EOLH) operation via See Installation and Setup Guide for recommended type cut •urn per. (Cut red jumper for normal) closed and maximum number of detectors Su 1. Not Used 1. I n 2 Printer DTH Optional programming: No. E 142 TR CABLE J f p y pported, ( ) p p g ct Desion and can. operation. Do nut cut for Fire Usage). Zoncs 2-8 2. Ground 2. Ground Out 1: Smoke Detector Reset Blue 5 3. Out 1 Ground Start 3. In 3 1361 X10 sync) Out 2: Armed LED as Instruments r Jum er — may be selected for either operation via program .,- Cut blue jumper to disable supervision of alarm launder output. ( ) ( Y ) In confidence am p field `41. Leave jumper intact to supervise output. See Installation and 4. Ground- 4. In 4 (1361X10 sync) Out 4: Ready LED — O U O O O CJ O O C) J$ of onf idsHarscce P pf Setup Guide for Programming r�mmin and Whin (Instructions 5. Out 2 (fire) 5. Ground Ratings for Out 1: P r9DA (nate 5)RECEIVING s�QUN®ETA 2. Zone 1 supports 2 -wire smoke detectors. p J ` g g )" 6. Ground- 6. Out 5 (1361X10 data) Active: 10VDC-13.8VDC through 4k OHMS 1 2 3 4 5 6 7 8 9 of th(s design a1 If See Installation atwn and Setup Guide for recommended Not Active: 100 OHMS to ground documents far � KEYPAD 360* 6. Zone 9 may be used for 85232 input. 7. Out 3 (burg/cud. panic) 7- Out 6 (Printer HXD) g and I /I type and maximum number of detectors supported. Ratings rho spsoific pia, / I BATTERY 8. Ground 8. Ground g for out 2-4: strictly prohibits � ``.�'�JI 4193SN tggg 3. Zone 7 may be used for remote keyswitch 9. Out 4 (silent panic/ 9. Ground Active: 10VDC-13.6VDC through 511 OHMS 419 SN �� jUI{ E)ULE n p F awning/disarming. See Installation and Setup Guide duress) Not Active:1kOHMStoground — OUCUUOOOOO J7 vrrltten consent MONEY ROO MODULE I I I \ — o rl for wiring instructions. Red Jumper (Refer to Installation and Setup Guide for information concerning Direct Wire Architects, Inco Connect to w II JI (note 1) Downloading and printer connections.) 1 2 3 4 5 6 7 8 9 (� KEYPAD POLLING LOOP 12VDC, 4AFI cC C J9 LU �—�--�" or 12VDG, 7AH 1 2 � 7 ® 10 11 12 ZONEZONE 1� 15 NE 4f6ZOf<l is 1$ONE16�2oNE20 Z10NE12ZONE23 24 25 26 2 DatG I (� r 1 (' EARTH GROUND GEL CELL C 7 2$ . C� 3rD Connect to goad earth ground to maintain im- 01/53/2012 E ENTRANCE 4'I 93SN f° BATTERY I l .unity to transients. KEYPAD MODULE e� CHARGING m u ZONE 1 �Q ��` �c�P �g N7�` ��q� See Instructions for ARMED L- 1 1 oTF 2 AWAY STAY 13.7VDC proper grounding. VOLTAGE v cn DOC LOAD NO_: 5 4193SN 4193SN RECORD VOLUME PLAY Connect to 8 u JJ n_ Handset Incoming See 260 Hz inletAC, o as W 0 is i11�Ou®ULE IVIOC7l®1LE READY � � �Ax TEST pvpAgg Installation 6o Hz outlet r= � � N.C. NffJ.G. �N.c. N -G` �� �, Phone Li,eWARNING. -� PREVENT 4193SN I I U PI I\� andorrreruiredide 00 �w c� RISK �E ELECTRICAL r; Red Blk Grn Yet w S q x Telephone connections capacity z REMOTE KEYPAD O1ro0%o CK CKw J using Ademco Na_ 620 HOCK, ®ISCOIVNECT N.U. N.O, N.O. IV.O. RJ31 X direct connect MODULE y MESSAGES INSTANT CODE CHIME Replace Us or 6139128 (n0 U O cord. TELCO JACK BEFORE TRANSFORMER 0 w0Ll If�1I f�1I If�7f/�1I every z (Addressable keypads) only r_E W o a � SERVICING THIS PANEL,. 1 �J F a 1 DEMO G, o. 13 cz 3 years w 0a I rU MIC < ftEAOY ® ADEMCA No. 1361 (IN CANADA See Installation Instructions �, A � 2k EOLH 2k EOLR 2k EOLH 2k EOLR far rnax# of keypads `� (note 1) (nate 1) (note 1) (note 1,3) PHIS EQUIPMENT SHOULD BE INSTALLED STATUS VOICE FUNCTION USE No. 1361CN) and far ax wire run length. v' IN ACCORDANCE WITH THE NATIONAL 4193SN 4193SN or 1361x10 IF d. 4208U MODULE MODULE X-10 DEVICES Fire GLASS Re'M FIRE PROTECTION ASSOCIATION'S 0 WILL BE USED BELL Usage BHEAK STANDARD 72 (NATIONAL FIRE PROTECTION ASSOC., BATTERYMARCH NOTE: NC La AUXILARY POWER OUTPUT SMOKE N.C. N.G N.C. a1s2sD PARK. QUINCY, MA. 0226�J . PRINTED WHEN POWERING UP 9,6VDC - 13.8VDC, N.G_ SMOK ) THE PANEL, PLUG THE 75OmA maximum INFORMATION DESCRIBING PROPER Nate: Include current drawn INSTALLATION, OPERATION, TESTING, TRANSFORMER IN BEFORE by keypads and polling loop N.C. N.O. N.Q. tN_O_ N G 41913N MAINTENANCE, EVACUATION PLANNING, CONNECTING THE BATTERY. SIREN devices when making Burg -PIR PIR auxiliary power calculations. Usage AND REPAIR SERVICE IS TO BE 2kEOLR 1) 2k to 1) (note 6� PROVIDED WITH THIS EQUIPMENT. 4193SN ALARM SOUNDER OUTPUT 10VDC - 13.8VDC N.Q. �"' (note 1) (note 1) 2k EOLR Notes For UL Household (note 1,4) Fire Installations USE UL LISTED ENERGY CABLE FOR ALL CONNECTIONS 0 Zane resistance (Excluding EOLH): MODULE ZONE 1,8: 100 OHMS MAXIMUM Pollirir loo Tarin 128mA max. PIR C 1. Use mum a 14AH battery (n EOLR ALL OTHER ZONES: 300 OHMS MAXIMUM See Installation and Setup Guide for COMPLIES WITH FCC RULES, PART 68 f I I \ I " 2. Maximum auxiliary current, (note 1,2) Zone response time: maxirnurn number of devices supported FCC REGISTRATION NO. AC398U-68192-AL-E including polling land 300mA r and maximum wire run length 3. Combined alarm and auxilary power output ZONES 1: 35om8ec-�OOmSec g RINGER EQUIVALENCE_ 0.713 and polling loop current must be limited to 75OmA 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 0 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 0 POWER LIMITED. BURGLAR ALARM SIGNAL SHALL NOT BE (2) THIS DEVICE MIDST ACCEP I ANY IN rERFERENCE CONNECTED TO A. POLICE EMERGENCY RECEIVED, INCLUDING INTERFERENCE NUMBER, THAI MAY CAUSE UNDESIRED OPERATION. TYPICAL FLOOR DIAGRAM KEYPAD O1 OV -ADT VISTA -128P SUMMARY OF C ONNECT I ONS CONTROL BOARD DIAGRAM, TYPICAL ONLY, ADJUST TO AVAILABLE SPACE BA CONDUIT R E U Q REMENTS 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. 0 CONDUIT WITH SINGLE GANG BOX TO BOTTOM OF MALL GATES (BOTH SIDES) WHEN APPLICABLE. 0 CONDUIT WITH SINGLE GANG BOX INSTALLED ON TOP OF TRASH COMPACTOR DOOR (LATCH SIDE) 0 CONDUIT TO KNOX BOX FOR POINT OF CONNECTION, KNOX BOX WITH TAMPER PROVIDED BY ADT. BAR J 4X4 J BOX CONDUIT FROM BOTTOM OF BAR JOIST AT VESTIBULE AREA TO FLOOR TRAY FOR CUSTOMER SERVICE AREA FOR INSTALLATION OF HOLD-UP BUTTON. JOIST �/q-'" CONDUIT OTHER CONDUIT AS REQUIRED BY ADT, AHJ AND LOCAL CODE, ALL CONDUIT PROVIDED BY EC. INSTALLATION NOTES QA SIM TRUNK LINE ��) FACP FCPS VISTA 128 APPLETON 8456R 10760 CONTROL UNIT -(VISTA 126) MOUNT IN THE ELECR I CAL ROOM IN BACK OF THE STORE OR IN MEZZANINE WHEN ELECTRICAL ROOM IS LOCATED IN THE MEZZANINE. 0 - LSWIVEL HANGER OCTOGON J BOX 472366 SIM MODULE SENTROL CONTACT NOTE: SEE CONTROL BOARD DIAGRAM FOR EXACT LOCATION. CEILING MOUNTED```~ BA CONTROL COMMUNICATES ON SINGLE LINE DIALER. MOTION DETECTOR t� < MOUNT MOTION ,--DETECTOR 16' ABOVE POWER SUPPLY EXTRA POWER SUPPLY AND BATTERIES, SHOULD BE INSTALLED TO POWER MOTIONS WHEN NEEDED, MOUNT POWER SUPPLY BESIDE THE FINISHED FLOOR CONTROL PANEL. Drawn By, NOTE: SEE CONTROL BOARD DIAGRAM FOR EXACT LOCATION. Project No.: SIANLEY DOOR SIDE VIEW OF CONTACT SYSTEM CELL BACKUP UNIT (TG-7MOUNT BESIDE CONTROL UNIT, USE STANDARD ANTENNA, MANUALS BA — POWER SUPPLY NOTE: SEE CONTROL BOARD DIAGRAM FOR EXACT LOCATION 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. YESTIBULE DOOR CONTACTS CONTACT ALL EXTERIOR DOORS, MOTION DETECT0R MOUNTING DETAIL D O O R CONTACT I I V S T A E E CONTACT THE SECURE STOCK ROOM DOOR (NEAR THE GUN RACK). INSTALLATION CONTROL BOARD DIAGRAM ) CONTACT THE CASH OFFICE DOOR. CONTACT OVERHEAD LOADING DOCK DOORS. Fm 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 MONIED 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. DOOR CONTACTS GLASS BREAK DETECTORS MOUNT TO COVER FRONT GLASS AREAS. OEM Illy 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. HERSO ARCHI FLOOR FLi3®R PROGRAMMING NOTES(RAI N 0 P IFL. SIC. POINT TO LINK ALL DAYTIME ANNUNCIATED DOOR TO SOUNDER.m&a 25009 EMERY RC POINT TO LINK GROUP 5 GUN AREA TO OUTDOOR STROBE. DESIGN OF MECHANICAL, ELECTRICAL CLEVELAND, AND PLUMBING EQUIPMENT RESTRAINT McHENRY & ASSOCIATES, INC. TEL (216) \ / OUTSIDE SOUNDER SOUNDS ON ANY BA SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS FAX (216; ww�t herschm�rl OVERHEAD /DOOR CONTACT DETAILS FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE 200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 4412£3 ECU MANUFACTURER AND AS REQUIRED FOR Phone: 216 .292-4696 ALL APPLICABLE CODES. Fox: (216)'292-5874 CLAi� ALL GI_ESYSTEM I c®l�dT EAR MIDST 1/ANGES AND Email: MAI L@MCHENRYASSOCIATES.COM Ec DIMEN51ON5 INIELP WIND BASE SPEED = 110 MPHFLORIDA BUSINESS #0005282 - J ZPq w SPI lS7 P1G rtruction documents ,f servicer are ®Ivon remain the property rchitects. The use d these construction ,urposes other than ect named herein is I without expressed of Herschman 'porated. ;sue TYIK AD, SUITE 400 OH 44128 220-,5200 220-0210 irohitects.00m (B--)--- 0H— 4 5 6 3.8 3.9 4.44.5 4.6 5.5(off 6.1 6.2 (6 7 C6. GE VOLUME CONTROL FOREKEPOVIDDOD[ AY DISPLAY B. 3/4' CONDUIT RND TO 3 DcJ1 SALES FLOOR IN JOIST SPACE WP AND 4" BY 4" J-8OXES WITH [--,SINGLE MUD RING MOUNTED AT \48" AFF. -CA.)I-\------------------ ----- --------- - ----FF—il C. wn—amHom111111—— il D. GOLF-4iTOON( L4,4 C4(4�A 7 (.)8 iFd 'V"E To OUT SPACE S WITH I RIL �F 7r -Ij lul----42" PLASMA TV, ) PENDANT MI __F_ L'L--I _IF L/ (2)T ZONE "C" L z VOLUME CONTROL ZONE "Dw C6 F1 C5 C4C3 A SPEAKERS. PROVIDE 3/4" CONDUIT 01 @D2 TING3 lffllr­11111­1!E: :I B TURNED OUT TO SALES FLOOR IN JOIST B C SPACED 4" BY 4" J -BOXES WITH jL D AlAll SINGLE MUD RING MOUNTED AT 48" AFF. -(j E CHECKOUT F G T-1 A2 L _M111 ffim LIMM 01110 111110 mm �m am RM MW ow NEW MINN ONO MM MARIO mm MINI L 11M 111111 11521 am MEN Em mm 01110 Call MEN! MAN NEED] REM =a Effl-am _mm- I am Was EM am HIM MM [NOW am am MEN ME ffiml Im om M ffm NEW M MEN M M M01 am Wall Im ME MM N= U21110 M Mae M M M =111 am am MEIN ON M MEN am Ism om 00 00 M WIN Im BEER mm Wall = MW mm Nam ME ON am NINE_% I IN - - - - - - - -- N-1- - - - - - -1 1 TEAMT8 E-4 �' j 1 I 11 III II � I I 11 I I II U F- F P64 sP7 — — — — — — — — — — I LIJ 1 '01 1 M wo 0 42" PLASMA TV, =UI 44 1 ��jl C1 PA PENDANT MTD. (2) TYP. J d I ILRACQUET SPORTS y 4 A3 0 41 E16 C2 I @85 1]4 H7 @H8 MEN am . NOW . F I 1 1 1 I I I [�' II 11 II �o.,I � I I 11 I I I7 FUkNGE SPORT I CqMP swim I WOMEN ATHL GAMES I L LL MW NOW I r J -am -mm -mNa -mm -Mm -16M ffini NMI �m ME am M om mm ZONE "A77 Im ffiffl M 00 mm WN M M &M Nam =1 [-------- E-5 77 7 � - L -----J 1 11 ���\\ J 1 - 1 � 0_ 9L4 A4 PA 11 � I II I I B3 D4 H4 @ F15 @ H6 —E A I `�� s1 1 1 �i 1 II L /> BOOTS L _j -1 L MEN ATHLETI�,- WATER SPORTS 11 am 00 L _zZ.- Z 0 N E 72Bw ZONE "Hn mm MM om RMI 999Y MR- MINI- DOE EM 2101 . .... E4 ZONE "Dw.'I 'I CHECKOUT SALT WXFER n_ _L_ _117-1 11 - E)— -@- 1 q III F D3 I II I'Nij FrT. I U F 7T [7 71 -1[ I= PM EM Min ow Nal ME MM mm Num sm B2 HI H2 H3 7 am MM W W I - NERAL ES: SEE DRAWING E11.0 FOR DETAILS ON SPECIAL SYSTEMS. ALL T.V. EQUIPMENT, MONITORS, DVD PLAYER'S, 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. ALL SPEAKER AND COAX FEEDS ALL GO TO A/V ROOM PROVIDE 1/2" CONDUIT RACEWAY, CENTERED ON DOOR, TO EXTERIOR FOR SPEAKERS IN ZONE Y ONES GOLF TV STORE CENTER - RIGHT MUSIC TEAM SPORTS MUSIC CASH WRAP TV LODGE TV BIKES/EXERCISE MUSIC OFFICE/STOCKROOM MUSIC STORE CENTER - LEFT MUSIC FOOTWEAR EXTERIOR ENTRANCE MUSIC pri 11 11 1 I Lur r_ H-14 F1 I F41 I I � C (Ila NAENU.3' n I I B nB ON I HUNTING APP 0 E3 JI UC H-12 L I I I 11 I � I II III 11 II ® ( II I I �' � 1; � E I L — — — — — — — — — L -- — — — — — — 11 IL — — — — — 0"'74 0 L C I 11 11 4 1114P 111 H-13 _E —4 MWin cm Min on Em MW am sm offi 901 ffim 112M Im Im HIM M 1110 MOM MW MM OM Mum am Nam MM mm NMI 9M MOM 1001 MR 1011 MR M mm imim EM M1 MR MR mut MW MW M1011 11111 am am SM MM MM M mm, NaNa MM EM MM EM MR om om EM om om mm EM mm EM RM Rag MR am EM MM _0121 I �10011 Ism -111111 -mm [F 11 _1111 1 7-77"Iff— 7 7 7 mm'm j 1-1 1 II 11 qI11 LEI L1 mm mo-om-mm-3 COUNI" RNI ZONEnF7' - 16 015 14 lip 65" PLASMA TV, CEILING MTD, N-1 ASIi I --RM.— F2 El ZONE "17' 7II 17 F 0 0 D II I F (@ , IG New-, S' "I CRE N110 1 —IF rr -roel-I il—A I —E I A H 0 0121 H I _IN k2L /A'// n� L II II II C AFI(FIERY D-OHZ "T 7`9 1�09 TNNN PIT 1�n ar Am- i —1— T L I I L J- J1 SIM -2 HIM zROM T- _I_ -I- _�I _F —'"'I _F_ —1 T _f - — - F T LG�— 7 LEE New -11111II-mm- ES11- NIM_ 7 T_ — 0 - "'M L IIf�,Iq-(0C)M 1 11 — — — -1, - - i3i:11EAK ROON1 _Sf0_ __jL J_ F(YOTWEAR CIC VOLUME CONTROL FOR ZONE r C MAIN STOCK G-2 SPEAKE-R. PROVIDE 3/4" CONDUIT LI OJ G�-4 1 am I a Ma ow ffim Now ffm I TURNED ­'N -To womii P'ABOVE F _T ik'LEV T- vc '-1) -\ J--EIOXES'-WITH -SINGLE-AI -RING ZONE wG LAY G ' 4 Y I ILIN AND,- Y,' 31 1A [::'111 X AV/[)ATilV_] MAIN STOCK MOUNTED AT 48" AFF. I r - F_':.:V� EQUIF 7756_1L -I 41 r _c-'_ r M 0 "K�! NI 'N' L; _j___ I I ' 'r -' I -, I ><" < >< >< E F EL \\—PROVIDE SPEAKER CABLING FROM AV ROOM TO SPEAKERS PROVIDE COAX CABLING FROM AV ROOM TO TV 201 MAIN EQUIPMENT RACK SPECIAL SYSTEMS PLAN PAGING LEAD TO PHONE SYSTEM E10.0 332"-1'-0" 3/32"=V-0" 0_i III (DF1 SPEAKER LEGEND 1 SPEAKER #IN ZONE F ZONE (A THROUGH M) (D CEILING GRID MOUNT SPEAKER WPI WEATHER PROOF CEILING GRID MOUNT SPEAKER SUSPENDED SPEAKER vc VOLUME CQNTROL SPEAKER, CEILING GRID MOUNT HORN SPEAKER $V , VOLUME CONTROL SWITCH L L FIEU I ED ZONE "Gn MEN am m7 M EMT] L _'�' Lu I I G-3 X E EV. E11,XU1'p — 11 11✓- -------- i HPki --- — — — +_ —11 7- — — 11 L I LOWER LEVEL SPECIAL SYSTEM PLAN 3/3211=1'-013 908 d 9z 0 N 41J Design and construction documents as Instruments of service are given in confidence and remain the property f Flarschman Architects. The use of this design and these construction documents for purposes other then the specific project narned herein is strictly prohibited without expressed written consent of Herschman Archltoots, Incorporated. Data Issue 01/'30/2012 BID/PERMIT Drawn By: TAK WIND DATA FL. LIC, AR95693 &a 25001 EMERY ROAD, SUITE 400 (DLEVELAND, 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 SPECIAL SYSTEMS MANUFACTURER AND AS REQUIRED FOR ALL APPLICABLE CODES, Phone: (216) 292-4696 PLAN GON'TRAGTOR MU5T VERIFY Fax: (216) 292-5874 ALL CLEARANOE5 AND Email: MAI L@MCH ENRYASSOCIATES.COM ElOnO EAMEN51ON5 IN FIE[_P WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 IIIIIIIIIIIIIIIII®''s _. ..''�_.... __.._._..__. ........_...._..._-.---- .. .. ....-,,__.. I, : I'i i.0 i L . I:..L_a .__. i�'_."�_. _•_ ' _.a_:_�,_, .. ..,..,�._;:._ W...._._..:...:... _ WL.;, d..„ . W.....:.._.�_._...,...�,.LiV. u.i.L_......:....�, . ...,,. ...._� _..,._..�.....�...:�_....._._--.._._. ....__,... �__..__ _ I 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 #5 DOOR CBS-ERK-25/MRK-26 VENDOR #5 CASTOR BASE U2 VENDOR #5 SHELF E81 VENDOR #5 BLANK PANEL EB2 VENDOR #5 BLANK PANEL Z-1 VENDOR #5 MISC. RACK HARDWARE A900 SERIES VENDOR #5 AMPLIFIER 841 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 #5 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 CMA330 VENDOR #5 FLANGE CMASTA15 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 ERD8 VENDOR #13 BACK BOX 1-1/2" PIPE VARIOUS - EC TV EXTENSION PIPE/MISC HARDWARE 25T841 VENDOR #13 VIDEO CABLE 252248 VENDOR #13 AUDIO CABLE QH16T VENDOR 13 PAGING HORN C10/B70/W VENDOR #13 CEILING SPEAKER SS82 VENDOR #13 TILE BRIDGE ERD8 VENDOR #13 BACK BOX BS -1030 VENDOR 13 SPEAKER F12WP VENDOR #13 SPEAKER C10/870/W/VK VENDOR #13 VOLUME CONTROL SPEAKERS Z-5 VENDOR #13 SPEAKER MOUNT HARDWARE 3 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER 1 VDA-3 VENDOR #5 VIDEO DA 3 PDR VENDOR #5 SINGLE DISPLAY WALL MOUNT MASTER EOt LI X Lr 11.0 LOCAL ANTENNA (IF REQ.) SATELLITE DISH H ` 1 1 ^�-,---1--- -- ROOF PENETRATION ABOVE �____-_-----T-Imo----� FOR EQUIPMENT RACKS FOR SAT. 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I INSTALLATION SCHEDULE E - LODGE INSTALLATION SCHEDULE QTY PART NUMBER VENDOR SPEAKERS W 70V TRANSFORMER DESCRIPTION VENDOR #5 65" PLASMA TV 1 VP300 VENDOR #5 DVD PLAYER A - GOLF VENDOR #5 60 WATT POWER AMP 1 AT10RM VENDOR #5 VOLUME CONTROL LODGE DVD/VCR 1 VARIOUS VENDOR #5 SATELLITE RECEIVER 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 4 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER 1 A900 BG SERIES VENDOR #5 AMP 4 SSB2 VENDOR #13 TILE BRIDGE -- FOOTWEAR B H - CENTER STORE ATHLETIC SHOES 6 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER 1 A900 BG SERIES VENDOR #5 1 M900 SERIES VENDOR #5 AUDIO MIXER 1 CT -SERIES VENDOR #5 POWER AMP 1 VARIOUS VENDOR #5 SATELLITE RECEIVER 1 VP300 VENDOR #5 DVDVHS PLAYER 14 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER 3 C10 870 W VK VENDOR #13 VOLUME CONTROL SPEAKERS 1 SS02 VENDOR #13 TILE BRIDGE 3 ERD8 VENDOR #13 BACK BOX C - TEAM SPORTS 6 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER D/J/M - CASH WRAP/EXTERIOR ENTRANCE 3 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER 1 VDA-3 VENDOR #5 VIDEO DA 3 PDR VENDOR #5 SINGLE DISPLAY WALL MOUNT 3 CMA330 VENDOR #5 FLANGE 3 TH-42P VENDOR #5 420' PLASMA TV 1 VP -300 VENDOR #5 DVD PLAYER 1 A900/BG SERIES VENDOR #5 60 WATT POWER AMP 1 H2WP VENDOR #13 SPEAKER INSTALLATION SCHEDULE E - LODGE BLANK PANEL 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 AT10RM VENDOR #5 VOLUME CONTROL LODGE DVD/VCR BLANK F - BIKES & EXERCISE MAIN SATELITE RECEIVER 4 BS -1030 VENDOR #13 SPEAKERS W 70V TRANSFORMER BIKES /EXFRrTSE_ TEAM SPORTS SWIMWEAR MIXER POWER STRIP STORE CENTER, BIKES /EXERCIEST Ee TEAM SPORTS AMPLIFIER SHELF G - OFFICE/STOCKROOM 4, SC610T VENDOR #13 PAGING HORNS 7 C10/070/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 -- FOOTWEAR 6 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 QUALSHIELD COAXIAL CABLE 8000 25T224B VENDOR #13 18-2 AUDIO CABLE 2 FD24 VENDOR #5 LOCKING DOOR 2 CBS -MRK -26 VEN OR #5 CASTER BASE INSTALLATION SCHEDULE REFER TO EI0,0 PLANS FOR VOLUME CONTROL LOCATIONS I� DVD 00000o00 JCNTR SUSPENDED 0 i ....................... ----------- -----------_ 00 AMPLIFIESPEAKER x4 I I I TEL/PAGE------i VOLUME CONTROL I SPEAKER x3 MAIN EQUIPMENT RACK PREVIEW MONITOR SUSPENDED SPEAKER x8 SUSPENDED SPEAKER x6 SUSPENDED SPEAKER x6 SUSPENDED SPEAKER x4 SUSPENDED SPEAKER x5 SUSPENDED SPEAKER x3 SUSPENDED SPEAKER x1 SUSPENDED SPEAKER x6 GOLF DEPARTMENT STORE CENTER LEFT STORE CENTER RIGHT TEAM SPORTS BIKES/EXERCISE LODGE CASHWRAP EXTERIOR ENTRANCE 11 = VOLUME CONTROL SPEAKER x7 STOCK/OFFICES PAGING HORN x4 °•J U U U EQUIPMENT CABINET NOTES,o A. FLOOR STANDING EQUIPMENT RACKS WITH LOCKING FRONT DOORS AND CASTORS. N.T.S. 110 AC DEDICATED INSTALLED BY PHONE JACK VENDOR #13 FOR DSS FI PAGING SEND FROM PHONE SYSTEM COAXIAL ;ABLE: 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. 5. 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/PACE 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. 8. AT THE END OF CABLE RUNS, ONLY TWO FEET OF CABLE MUST BE LEFT BELOW SPEAKER INSTALLATION HEIGHT. ELECTRICAL NOTES: I. NOT USED 2. ALL AN 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'I JACK. THE JACK SHALL BE LOCATED WITHIN 2'0" OF THE A/V CONDUITWOUTLETS OF THE AN 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 AN 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. GONTRAGTOR M5T VERIFY ALL. GLFARAN6E5 AND 171 MEN51 ON5 IN F I EIr17 • d�atlS%a l ll m Rod, $11 od,$11 ago a tt _ P � � a "sa".1045,4?4 Design and construction documents as Instruments of service are given in confidence 'sand 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 Herschmen Architects, Incorporated. Date IssUe 91/50/2012 E31D/PERMIT N -N U ® Q L -v o� ® oa�uR �uva6 � c v m U 113 -lull m V < 6 3 �v 3 N [5 - t Y 6 -2 U C _0 C E 2 6 6 U) N N L T 13 U v N ® N 6 1 O c 6, Z 6 � �Qr6o � CUS � SZ Cf7 drawn By: TYgK 'r®sect 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 BIKES /EXFRrTSE_ TEAM SPORTS SWIMWEAR MIXER POWER STRIP STORE CENTER, BIKES /EXERCIEST Ee TEAM SPORTS AMPLIFIER SHELF °•J U U U EQUIPMENT CABINET NOTES,o A. FLOOR STANDING EQUIPMENT RACKS WITH LOCKING FRONT DOORS AND CASTORS. N.T.S. 110 AC DEDICATED INSTALLED BY PHONE JACK VENDOR #13 FOR DSS FI PAGING SEND FROM PHONE SYSTEM COAXIAL ;ABLE: 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. 5. 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/PACE 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. 8. AT THE END OF CABLE RUNS, ONLY TWO FEET OF CABLE MUST BE LEFT BELOW SPEAKER INSTALLATION HEIGHT. ELECTRICAL NOTES: I. NOT USED 2. ALL AN 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'I JACK. THE JACK SHALL BE LOCATED WITHIN 2'0" OF THE A/V CONDUITWOUTLETS OF THE AN 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 AN 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. GONTRAGTOR M5T VERIFY ALL. GLFARAN6E5 AND 171 MEN51 ON5 IN F I EIr17 • d�atlS%a l ll m Rod, $11 od,$11 ago a tt _ P � � a "sa".1045,4?4 Design and construction documents as Instruments of service are given in confidence 'sand 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 Herschmen Architects, Incorporated. Date IssUe 91/50/2012 E31D/PERMIT N -N U ® Q L -v o� ® oa�uR �uva6 � c v m U 113 -lull m V < 6 3 �v 3 N [5 - t Y 6 -2 U C _0 C E 2 6 6 U) N N L T 13 U v N ® N 6 1 O c 6, Z 6 � �Qr6o � CUS � SZ Cf7 drawn By: TYgK 'r®sect No.: 15101.00 SEEPAGE 3, FOR WIRING INSTRUCTIONS & DETAILS CURRENT TRANSFORMERS II II VERIS 8400V SEE PAGE 5 WIRING INSTRUCTIONS RTU -1 RTU -2 RTU -3 LENNOX LENNOX LENNOX z I 0 !:;E F C) �I0 � FTS -4 c� 0ILu RTU -4 RTU -5 RTU -6 RTU -7 RTU -3 RTU -9 LENNOX LENNOX LENNOX LENNOX LENNOX LENNOX I I I ► I I I I I I I I I I I I FTS -4 FTS -4 FTS -4 FTS -4 FTS -4 FTS -4 FTS�4 FTS -4 DISPLAY WINDOW #3 WTS-10 - - DISPLAY WINDOW #2 WTS-10 MINio #2 DISPLAY WTS-10 - - — WINDOW #1 l DATA WTS-10 SEEPAGE 3, FOR TEMPERATURE WIRING INSTRUCTIONS II & DETAILS SECURITY N. C. CONT: STOCKROOM TEMPERATURE WTS�10 MIND #1I INDOOR VERIS ' HUMIDITY HW SERIES INDOOR I WTS-10 TEMPERATURE 'I I �II�III SQUARE D PANEL FOR OUE5T1ONS RE6ARDIN6 THE INSTALLATION DRANIN65, GALL THE PROJEGT MANAGER, GODY HATGH AT bOO--348-1. 55. E — — 120VAC DEDICATED CIRCUIT — — FOR MODULE POWER 120VAC FROM PANEL WITH — — — 120VAC DEDICATED CIRCUIT TWO SPARE BREAKERS FOR OUTPUT POWER EMS GENERAL NOTES I I FTS -4 GENERAL GONTRAGTOR RESPONSIBLE FOR FINAL HIRING GONNEGTION5 TO HA/.A.G. SECTIONS OF THESE NOTES. IT 15 THE GENERAL GONTRAGTOR'5 RESPON5IDILITIES: MEGHANIGAL GONTRAGTOR RE5PON51BILITIE5: I A. DIGK'5 5PORTIN6 GOODS HA5 A NATIONAL AGREEMENT WITH A. MECHANICAL CONTRACTOR TO FURNISH 5EN50RS FOR ROOFTOP STORE THE NOVAR SUPPLIED MATERIALS FOR THE ENERGY NOVAR NATIONAL ACCOUNTS. THE GENERAL GONTRAGTOR MANAGEMENT SYSTEM UNTIL THEY ARE READY FOR UNITS AND NALL THERMOSTATS FOR HEATERS AND FANS. INSTALLATION. SHALL BE RESPONSIBLE FOR PROVIDING A COMPLETE AND J. NOVAR GONTROL5 PRICING IS BASED UPON ONE START UP ELECTRICAL GONTRAGTOR SHALL INSTALL AND WIRE. ATTEMPT, IF ADDITIONAL START UP ATTEMPTS ARE REQUIRED OPERATIONAL NOVAR "OPUS" ENERGY MANAGEMENT SYSTEM. DUE TO LACK OF G®ORDINATION AND GOMPLETION OF HORK BY A. NOVAR TO PROVIDE A FULL PARTS HARRANTY FOR A PERIOD OTHER TRADES, NOVAR GONTROL5 HILL GHAR6E THE GENERAL FOR PRICING AND QUOTATIONS OF MATERIALS AND CHECK OUT, B. MECHANICAL `CONTRACTOR TO HAVE ALL ROOFTOP UNITS, FANS BE SIGNIFICANT, THEREFORE, IT IS IMPERATIVE: TO COORDINATE GONTAGT: RE5PON5113ILITIE5 AND VERIFY GOMPLETION PRIOR TO AND HEATERS OPERATIONAL PRIOR TO NOVAR START UP AND 5GHEDULIN6 NOVAR TO THE JOB SITE. A NOVAR EQUIPMENT NOVAR CONTROLS, GHEGKL15T SHALL BE PROVIDED. TESTING. NATIONAL ACCOUNTS RHONDA TUFFORD OR GODY HATCH G. MECHANICAL CONTRACTOR 15 RESPONSIBLE FOR ALL FINAL PHONE 216 682 1600, FAX 216 682 1613 WIRING CONNECTIONS OF SENSORS AND THERMOSTATS FOR ROOFTOP UNITS, HEATERS, AND FANS. ELEGTRIGAL B. NOVAR 5Y5TEM GAN NOT BE STARTED UP UNTIL THE EQUIPMENT CONTRACTOR 15 RESPONSIBLE TO PROVIDE ALL HIRING TO CHEGKL15T HAS BEEN COMPLETED. TO SCHEDULE THE START UP ROOFTOP UNITS, HEATERS, AND FANS. OF THE NOVAR SYSTEM GONTAGT: NOVAR CONTROLS D. MECHANICAL CONTRACTOR WILL RUN ALL TE5T5 TO PROVE THAT OPERATIONS DEPARTMENT THE ROOFTOP UNITS ARE RUNNING CORRECTLY (CYCLING RHONDA TUFFORD OR GODY HATCH CORRECTLY, HEATING MODE, GOOLING MODE, ECONOMIZER MODE, PHONE 216 682 1600, FAX 216 682 1(913 EGT) PRIOR To NOVAR START UP AND TESTING. G. TO VERIFY DATES FOR PHONE SYSTEM OR BURGLAR ALARM ELEGTRIGAL GONTRAGTOR RE5PON51 B I L I TI E5: INSTALLATION GONTAGT: DIGK'5 SPORTING 0-0005 A. ELEGTRIG GONTRAGTOR TO FURNISH AND INSTALL ALL CONDUIT, 51TE SPECIFIC PROJEG-T MANAGER HIRE, GABLES AND MI5GELLANEOU5 EQUIPMENT AS REQUIRED FOR A COMPLETE AND OPERATIONAL NOVAR ENERGY D. THE GENERAL GONTRAGTOR SHALL GOORDINATE KITH THE MANAGEMENT 5Y5TEM. ELEGTRIGAL AND MECHANICAL CONTRACTORS TO HAVE ROOFTOP UNIT EQUIPMENT WITH 5EN5OR5, HEATERS WITH B. ELECTRICAL CONTRACTOR SHALL RUN WIRING FOR THE G02 THERMOSTATS, AND FANS WITH THERMOSTATS INSTALLED AND SENSORS. OPERATIONAL PRIOR TO THE ELECTRICAL GONTRAGTOR'5 INSTALLATION OF THE NOVAR SYSTEM. G. ELECTRICAL CONTRACTOR TO FURNI5H AND INSTALL 2,120V DEDICATED GIRCUITS FOR "EM5-1 4 EM5-2". E. THE GENERAL GONTRAGTOR SHALL COORDINATE HITH DIGK'5 SPORTING GOODS TO HAVE A WORKING ETHERNET MOUNTED ON D. ITEMS TO BE FURNISHED BY NOVAR AND INSTALLED AND WIRED THE 4'-0" x 4'-0" PLYWOOD PANEL, PRIOR To NOVAR'5 START UP BY 5QUARE D: AND TESTING PROGEDURE5. I N5P/MI WITH REMOTE OVERRIDE. F. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE 3 NSD/MI HITHOUT REMOTE OVERRIDE. SECURITY SECOND OUTPUT GONTRAGTORS TO ENSURE GONTAGTS I VERI5 NATT5 TRANSDUCER HAVE BEEN PROVIDED AND ARE OPERATIONAL PRIOR TO 3 SOO AMP GT CONVERTER NOVAR'5 START UP AND TESTING PROCEDURES. I 24V 40VA TRANSFORMER 24V 100 VA TRANSFORMER. G. THE GENERAL GONTRAGTOR SHALL MAKE AVAILABLE A MEGHANIGAL AND ELEGTRIGAL GONTRAGTOR REPRESENTATIVE E. ITEMS TO BE PURCHASED BY THE GENERAL GONTRAGTOR, ON 51TE AND AVAILABLE DURING THE NOVAR START UP AND INSTALLED, MOUNTED AND TERMINATED BY THE ELEGTRIGAL TESTING PROGEDURE5. GONTRAGTOR: SEE 'FIELD INSTALLED EQUIPMENT' TABLE. H. THE GENERAL CONTRACTOR SHALL COORDINATE KITH NOVAR F. ELECTRICAL CONTRACTOR SHALL OBTAIN HALL THERMOSTATS CONTROLS FOR NOVAR EQUIPMENT GHEGKLI5T, START UP, AND FOR HEATERS AND FANS FROM MEGHANIGAL CONTRACTOR FOR TESTING PROCEDURES. UNITS NOT GONTROLLED BY NOVAR. ELEGTRIGAL CONTRACTOR SHALL INSTALL AND WIRE THERMOSTATS. I. THE GENERAL GONTRAGTOR SHALL GOORDINATE HITH NOVAR CONTROLS FOR EQUIPMENT SHIPMENT AND START UP. THE THE 6. ELEGTRIGAL CONTRACTOR 15 RE5PON5113LE TO PROVIDE ALL ELEGTRIGAL. GONTRAGTOR IS RESPONSIBLE FOR THE NOVAR HIRING TO H.V.A.0 EQUIPMENT MEGHANIGAL CONTRACTOR IS SYSTEM INSTALLATION AS DE5GRIBED IN THE ABOVE/BELOH RESPONSIBLE FOR FINAL HIRING GONNEGTION5 TO HA/.A.G. SECTIONS OF THESE NOTES. IT 15 THE GENERAL GONTRAGTOR'5 EQUIPMENT. RESPONSIBILITY TO VERIFY THAT THE HORK OF ALL TRADES I ARE GOMPLETE PRIOR TO NOVAR'5 START-UP. THE GENERAL PRODUCT SUBSTITUTIONS: CONTRACTOR HILL AL50 BE RESPONSIBLE TO LOCATE AND I STORE THE NOVAR SUPPLIED MATERIALS FOR THE ENERGY G. THE EMS SYSTEM SHALL BE THE NOVAR "OPUS" SYSTEM MANAGEMENT SYSTEM UNTIL THEY ARE READY FOR PROVIDED BY NOVAR NATIONAL AGGOUNT5. NO SU135TITUTION5 INSTALLATION. HILL BE CONSIDERED. J. NOVAR GONTROL5 PRICING IS BASED UPON ONE START UP NARRANTY: ATTEMPT, IF ADDITIONAL START UP ATTEMPTS ARE REQUIRED I DUE TO LACK OF G®ORDINATION AND GOMPLETION OF HORK BY A. NOVAR TO PROVIDE A FULL PARTS HARRANTY FOR A PERIOD OTHER TRADES, NOVAR GONTROL5 HILL GHAR6E THE GENERAL OF ONE YEAR FROM THE START UP DATE AT NO GHARGE TO CONTRACTOR FOR THE ADDITIONAL TRIPS. THESE GHAR6E5 GAN THE OWNER FOR ALL EQUIPMENT PROVIDED BY NOVAR. BE SIGNIFICANT, THEREFORE, IT IS IMPERATIVE: TO COORDINATE RE5PON5113ILITIE5 AND VERIFY GOMPLETION PRIOR TO A 5GHEDULIN6 NOVAR TO THE JOB SITE. A NOVAR EQUIPMENT GHEGKL15T SHALL BE PROVIDED. FIELD INSTALLED EQUIPMENT I f5 SMON OVERRIDE I 2 BUTTON OVERRIDE I OUTDOOR 5EN50R A55EMBLY I VER15 HYd HUMVITY 5EN50R I GATS PATGf4 GORD 4 HT5-10 MALL TEMPERATURE 5EN50R 10 ViT5-UVG TEMPERATURE 5EN50R 12 RIB24OI]3 5PDT RELAY I L5E I 120VAG-24VAG TRAN5FORMER LEGEND: ALL WIRE TYPES MAY NOT BE USED FOR THIS INSTALLATION OA 22/2 AWG SHIELDED GROUND BELDEN 85761 OR EQUIVALENT 22/3 AWG SHIELDED GROUND, WINDY CITY 004330 OR EQUIVALENT 18/2 AWG SHIELDED GROUND, HONEYWELL 3322, WHITE JACKET OR EQUIVALENT 18/9 AWG STRANDED CABLE, PLENUM RATED LINE VOLTAGE WIRE IN CONDUIT ------------ 20/2 GA SHIELDED AND, OF 18/2 GA. GROUND BELDEN 9155 OR EQUIVALENT - WIRE SPLICES ARE NOT ACCEPTABLE. - THE COMMUNICATIONS TRUNK WILL BE TERMINATED AT THE MODULES - ALL LOW VOLTAGE CABLE IS TO BE SUPPORTED SECURELY ACCORDING TO THE APPLICABLE ELECTRICAL CODE, TAPE IS NOT ACCEPTABLE. - ALL LOW VOLTAGE CABLE IS TO BE RUN NEATLY AND CONCEALED WITHIN THE BUILDING STRUCTURE. - ALL LOW VOLTAGE CABLE IS TO BE SLEEVED IN CONDUIT UP TO THE CEILING OR BAR JOISTS. 15101.00 r- a.N ;,,w I� yy 1 1hA�y r +. A � q .- - '} 0 9a Design Rind 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 ISSUe 01/50/2012 51D/PERMIT g IDrawn By: Z' Project No.: 15101.00 � Ory WINE) rL%)ATA m&a FL. LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44126 DESIGN OF MECHANICAL, ELECTRICAL TEL (216) 223-3200 AND PLUMBING EQUIPMENT RESTRAINT McHENRY ASSOCIATES, INC. FAX (216) 223-3210 SYSTEMS FOR WIND FORCES SPECIFIC s' www.hersohmanarchitects.com FOR THIS PROJECT LOCATION SHALL BE LL BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44125 EMS NOTESAND MANUFACTURER AND AS REQUIRED FOR Rhone: (216) 292-4696 DETAILS * Z LL x F3 ALL GLEAF-ANGE5 ANI? DIMEK5ION5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005252 W c 'i' C0 tARCHITECTS • P 0 R • T E D WINE) rL%)ATA m&a FL. LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44126 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.hersohmanarchitects.com FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44125 EMS NOTESAND MANUFACTURER AND AS REQUIRED FOR Rhone: (216) 292-4696 DETAILS G®NTRAGTOR MUST VEFIF'r ALL APPLICABLE CODES. -Fax: (216) 292-5574 Email: MAIL@MCHENRYASSOCIATES.COM EM2.0 ALL GLEAF-ANGE5 ANI? DIMEK5ION5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005252 J..... ............ . -------- TBA TBA TBA novar TBA + + + IOM #1 INPUT WIRING 53 59 56 57 54 55 - 60 62 LEGEND: `7-77 ALL WIRE TYPES MAY NOT BE USED FOR THIS INSTALLATION A A IA A 22/2 AWG SHIELDED GROUND BELDEN 88761 OR EQUIVALENT 22/3 AWG SHIELDED GROUND, WINDY CITY 004330 OR L0 LO EQUIVALENT U-5 'BUTT SPLICE, BUTT SPLICE, MAINTAIN POLARITY �l�l 18/2 AWG SHIELDED GROUND, MAINTAIN POLARITY HONEYWELL 3322, WHITE L? JACKET, OR EQUIVALENT WTS-10, 18/9 AWC STRANDED CABLE, INDOOR @ PLENUM RATED 000 TEMPERATURE in SENSOR. VERIS HW SERIES M LL- 0 SET JUMPERS T010 V. SET LINE VOLTAGE WIRE IN CONDUIT REFER TO DSG-5 DETAIL RTU -1 FOR REFER TO DSG-5 DETAIL RTU -1 FOR OUTPUT SELECT TO mA — — — — — — — — — — — — OUTDOOR SENSOR ASSEMBLY. OUTDOOR SENSOR ASSEMBLY. 20/2 GA SHIELDED AND, 18/2 GA. GROUND BELDEN 9155 OR EQUIVALENT MINio #1 INPUT 19 MINio #1 INPUT 2, MINio #1 INPUT 3, MINio #1 INPUT 4, - WIRE SPLICES ARE NOT ACCEPTABLE. OUTDOOR TEMPERATURE SENSOR OUTDOOR ANALOG LIGHT SENSOR WTS-1 0 INDOOR TEMPERATURE SENSOR INDOOR HUMIDITY SENSOR - THE COMMUNICATIONS TRUNK WILL PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL BE TERMINATED AT THE MODULES PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ALL LOW VOLTAGE CABLE IS TO BE CONTRACTOR. CONTRACTOR. CONTRACTOR. _THOE JA1-3 TO APPLICABLE ELECTRICADINGL CODE, TAPE IS NOT ACCEPTABLE. ALL LOW VOLTAGE CABLE 13 TO BE RUN NEATLY AND CONCEALED WITHIN THE TBA BUILDING STRUCTURE. TBA TBA ALL LOW VOLTAGE CABLE IS TO BE + + + SLEEVED IN CONDUIT UP TO THE CEILING OR BAR JOISTS. A A I A LABLK-52, WHT-53 LO I I F -- S6 DRY SET OF CONTACTS FOR THE SECURITY INTERFACE. REFER TO DSG-5 DETAIL RTU -1 FOR OUTDOOR SENSOR ASSEMBLY. MINio #1 INPUT 5, MINio #1 INPUT 6 WTS-1 0 MIi o #1 DIGITAL INPUT 1 OUTDOOR HUMIDITY SENSOR STOCKROOM TEMPERATURE SENSOR SECURITY INTERFACE PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL PROVIDED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. CONTRACTOR. CONTRACTOR. I®5 I® USE USE ONLY ONE DEDICATED NON GROUNDED TBA 120:24VAC 40VA GROUND - TRANSFORMER PER DEVICE C XCM OVERRIDE PANEL. 33 34 36 MUST BE ONLY DEVICE CONNECTED TO THIS PORT 120VAC NOT USED TO SET LCD ADDRESS: 24VAC 1.UNIT CONFIG NOT USED 2.PLATFORM SETTINGS 24VAC 3.PASSVVORD (9999) NOT USED XU 4.NETWORK ADDRESS BLK-33 5, USE + KEY TO SET. B SET ADDRESS TO 1 AMWHT7-----------1 I - - II A INPUT 11 XCM OVERRIDE PANEL PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. — — — — — — — — — — — — I® n"?, 12vff I" 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. Fax: (216) 292-5874 GONTRAGTOR M5T VERIFY Email: MAIL@MCHENRYASSOCINrES.COM ALL GLEARANGE5 AND DIMEN51ON5 IN FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 UJ 0" 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 spealfla project named herein is strictly prohlbitod without expressed written consent of Flerschman Architacta, Incorporated. Date I Issue 01/30/2012 E310/PF-RMIT 0 a ri Project No,: 15101.00 1 "011 q CA It E 2— F3 q9 -U Drawn By: mid Project No,: 15101.00 1 "011 - -- -- --- -- --- -- -j J- .. .. .. .... - TBA TBA TBA TBA novar 48 49 46 47 44 45 MINio #2 WIRIN42 43G F77 LEGEND: ALL WIRE TYPES MAY NOT BE A I A AUSED FOR THIS INSTALLATION A O22/2 GROUND A BELDEN AWC 88761SHIELDED OR EQUIVALENT Ll co22/3 AWG SHIELDED GROUND, co LO ro J I WINDY CITY 004330 OR --J EQUIVALENT ED S S 1 18/2 AWG SHIELDED GROUND, 0C HONEYWELL 3322, WHITE JACKET, OR EQUIVALENT WTS-10, WTS-10, WTS-10, . . . . . . INDOOR VVTS-1 0, INDOOR INDOOR INDOOR 18/9 AWG STRANDED CABLE, TEMPERATURE ( D ) SENSOR. TEMPERATURE TEMPERATURE TEMPERATURE PLENUM RATED SENSOR, SENSOR. SENSOR. OE LINE VOLTAGE WIRE IN CONDUIT - - - - - - - - - - - - 20/2 CA SHIELDED AND, 18/2 CA. GROUND BELDEN MINio INPUT #1 MIo #1 INPUT 2 MINio #1 INPUT 3 MINio #1 INPUT 4 9155 OR EQUIVALENT DATA ROOM TEMPERATURE SENSOR DISPLAY WINDOW 1 TEMPERATURE SENSOR DISPLAY WINDOW 2 TEMPERATURE SENSOR DISPL" WINDOW 3 TEMPERATURE SENSOR - WIRE SPLICES ARE NOT ACCEPTABLE. PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. - THE COMMUNICATIONS TRUNK WILL CONTRACTOR. BE TERMINATED AT THE MODULES - ALL LOW VOLTAGE CABLE IS TO BE I®2 1-3 1-4 SUPPORTED SECURELY ACCORDING TO THE APPLICABLE ELECTRICAL CODE, TAPE IS NOT ACCEPTABLE. VERIS 800 AMP CT's. PROVIDED BY - ALL LOW VOLTAGE CABLE IS TO BE RUN NOVAR AND INSTALLED BY THE SUB NEATLY AND CONCEALED WITHIN THE CONTRACTOR. BUILDING STRUCTURE. - ALL LOW VOLTAGE CABLE IS TO BE OA - - - - - - - - - - - - - - - - - SLEEVED IN CONDUIT UP TO THE 013 - - - - - - - - - - - -- L CEILING OR BAR JOISTS. 0C - - - - - - - - - - - -- A N I--- -----I ------ D THE ELECTRICAL CONTRACTOR SHALL j I I I PROVIDE AND INSTALL A 480V, 20 AMP., VERIS 8400V POWER METER 3P CIRCUIT BREAKER IN A NEMA 1 I 1 PROVIDED BY NOVAR AND ENCLOSURE LOCATED IN THE MAIN I INSTALLED BY THE SUB SWITCH BOARD (MSB). CONTRACTOR E PULSE nH OPTION + �-' I i I ( UES A C AL--------- - — - — - — - — - — 1 1 1 L — — — J 6 PIN MALE PLUG MI L - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - t - - - - - - - ------ - BLK-2, WHT-i - - - - - - - - - - - - - - - - - - --- ----------- - — - — - . . . . . . . . . . . . . — - _U - — - — - — - — - — - — - — - BLK-5, WHT-4 MINio DIGITAL INPUT 1 & 2 I®1 Phase loss and KWpals 1® k6 PROVIDED BY NOVAR AND INSTALLED BY THE ELECTRICAL CONTRACTOR. DI -2 ------------ 3 V 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 44128 MANUFACTURER AND AS REQUIRED FOR Phone- (216) 292-4696 GONTRAOTOR MU5T VERIFY ALL APPLICABLE CODES. Fax: (216) 292-5874 ALL GLEAR-ANGE5 AND Email: MAI L@MCHEN RYASSOCIATES.COM DIMEN51ON5 IN FIEL-0 WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 41(4 '4 -'CS ? 0 0 Design and ction documents as Instrumenta of service are given in confidence and remain the property of Hurschman Architects. The use of this desIgn and these construction documents for purposes other than the specific proJeat narned herein is Strictly prohibited without expressed wrIttan consent of Hersohman Architects, Incorporated. Date Issue 01/90/201:2 E3119/PERMIT gyp® 9 '21' 0-2 0 Ills 2 02 P2 ..a < Drawn By: mid Project No.: - ~a Dssi®n and construction documents as instruments of service 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. IDslke [Issue e m 15101.00 er WIND DATAL, LU . 95 &a 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 4.4126 DESIGN CE MECHANICAL, ELECTRICAL 0 TEL (216) 223-3200 LL AND PLUMBING EQUIPMENT RESTRAINT LLJ FAX (216) 223-3290 !_ C SYSTEMS FOR WIND FORCES SPECIFIC -LL( www,herschmenarrhitects.com LU4 FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 9 1 'H L 1 ARCHITECT!') • R P i WIND DATAL, . 95 &a 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 4.4126 DESIGN CE MECHANICAL, ELECTRICAL TEL (216) 223-3200 AND PLUMBING EQUIPMENT RESTRAINT M1cHENRY ire ASSOCIATES, INC. FAX (216) 223-3290 SYSTEMS FOR WIND FORCES SPECIFIC CONSULTING ENGINEERS www,herschmenarrhitects.com FOR THIS PROJECT LOCATION SHALL BE 25001 EMERY ROAD, SUITE #200 BY MASON INDUSTRIES, INC. OR EQUAL WARRENSVILLE HEIGHTS, OHIO 44125 EMS NOTES AND MANUFACTURER AND AS REQUIRED FOR Phone: (216) 292-4696 DETAILS TF—AFax: G®NGT®� j�tu�T �1FYEM5a0 ALL APPLICABLE CODES. (216 292-5874 Email: MAIL@MCHENRYASSOCIATES.COM _ ALL GLEARANGE5 Aim DIMENS10N5 IM FIELD WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282 f a! 4), FIRE PROTECTION NOTES: A. BUILDIN& SPRINKLER 5Y5TEM 15 EX€5TINO TO BE MODIFIED TO PROVIDE DEDIGATED SYSTEM TO DIGK'S SPORTIN& 600D5 AND A DEDIGATED SYSTEM TO LANDLORD SPACES. SPRINKLER SYSTEM FOR DI0K`5 SHALL BE REMOVED FROM THE TOP OF THE EXISTING RISER TO THROUG-HOUT DIGK`5 SPACE. FIRE PROTECTION CONTTvACTOR SHALL PROVIDED NEA HEADS, PIPING, ETG., AS REQUIRED TO PROVIDE A CODE COMPLIANT SPRINKLER SYSTEM DEDIGATED TO DIGK'S SPORTING COODS. D565 5Y5TEM TO INCLUDE THE REGEIVINC AREA ON THE LOAER LEVEL. FIRE PROTEGTION CONTRACTOR SHALL MODIFY EXI5TIN6 SPRINKLER PIPING AT NEW DEMISING WALL TO PROVIDE A DEDIGATED SYSTEM FOR LANDLORD AND DIGKS. ANY SPRINKLER MAINS WIN& THROUGH D56`5 TO LANDLORDS SPACE SHALL BE RA15W TO SUIT DiGK`5 LAYOUT. FIRE PROTECTION CONTRACTOR SHALL ALTER PIPING AND ALARM DEVICES TO PROVIDE SEPARATE 5Y5TEMS, AND VERIFY TiHROUCH HYDRAULIC, GALGULATIONS THAT THE INGOMIN6 FIRE 5Y5TEM 15 ADEQUATE FOR DENSITIES REQUIRED FOR DIGK'S SPORTIN& 60005. CONTRACTOR SHALL V151T 51TE AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF ANY , B. FIRE PROTECTION 5Y5TEM SHALL BE A NEW AET SPRINKLER SYSTEM AND SHALL BE DE516NED PER THE LATEST EDITION OF NFPA 13, FM AND ALL LOCAL AND STATE FIRE CODES. G. REFER TO SPEGIFIGATIONS FOR HAZARD GLA551FIGATION AND ALL DE516N DENSITIES. D. REFER TO SPECIFIGATIONS FOR ADDITIONAL INFORMATION ON SPRINKLER HEADS. E. A MINIMUM 5" GLEARANGE SHALL BE PROVIDED -FRONT THE BOTTOM OF THE SPRINKLER PIPING TO THE SUSPENDED GEILIN6. F. PROVIDE AN INSPEGTOR'S TEST CONNECTION HITH MAINS LOCATED TO THE EXTERIOR OF THE BUILDING OR INTO SANITARY DRAINS OF ADEQUATE 517E TO PERMIT FULL FLOW DRAIN TESTS. 6. NEW SPRINKLER PIPING TO BE 1N5TALLED WITHIN BAR J015T5 WITH MAINS INSTALLED TI&HT TO BOTTOM OF J015T5. PITGH ALL PIPING FOR PROPER DRAINAGE. KNOX BOX LOCATION (IF REQUIRED BY LOCAL FIRE MARSHALL). E.G. TO PROVIDE CONNECTION FROM TAMPER 51,)1€TGH TO ALARM PANEL PROVIDE HIGH TEMPERATURE SID -FALL SPRINKLER HAD. iYP1GAL. SCALE. 3632" = 1'-0" H. FIRE EXTINGUISHERS SHALL BE AS SPEGIFIED AND TO BE SET WITH 1, rLALL BRACKET. NUMBER .AND LOCATIONS OF EXTINGUISHERS TO BE AS DIRECTED BY LOCAL FIRE MARSHAL. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. I. ALL SPRINKLER PIPING AND HEADS ShfALL BE INSTALLED TO PERMIT THE INSTALLATION OF ALL MEGHANIGAL AND ELECTRICAL 5Y5TEM5. SPRINKLER CONTRACTOR SHALL RELOCATE PIPING AND HEADS IF REQUIRED TO AGGOM'iODATE MEGHANIGAL AND El FGTRIGAL SYSTEMS. J. NO NET SPRINKLER PIPING SHALL BE INSTALLED AT LOCATIONS SUBJEGT TO FREEZING. PROVIDE ANTIFREEZE 5Y5TEM DRY PIPE SYSTEM FOR AREAS SUBJECT TO FREEZING. K. THIS DRAWING 15 INTENDED TO PROVIDE &ENFRAL LOCATIONS AND TYPES OF SPRINKLER HEADS, NOT ALL SPRINKLER HEADS ARE INDICATED ON THE DRAAING. SPRINKLER CONTRACTOR SHALL PROVIDE ADDITIONAL SPRINKLER HEADS AS REQUIRED BY NFPA 13 AND LOCAL JUR15DIGTIONAL REQUIREMENTS. L. SPRINKLER HEADS SHALL BE INSTALLED ABOVE AND BELON ALL DUGTHORK GREATER THAN 45" WIDE. M. ALL PIPE PENETRATIONS OF FIRE RATED WALLS SHALL BE FIRE STOPPED TO MAINTAIN FIRE. RATING OF WALL. R VENDOR 15 STORAGE 5Y5TEM SHALL BE PROVIDED IN STOGK ROOMS. CONTRAGTOR SHALL PROVIDE A FIRE PROTECTION SYSTEM THROUGHOUT THE 51FORA6E SYSTEM AS REQUIRED BY CODE. CONTRACTOR TO CONFIRM ALL FIRE FROTFGTION REQUIREMENTS IN STOCK ROOM FOP STORAGE SYSTEM, ABOVE AND BELOW GATWALK; WITH LOGAL FIRE MARSHAL AND BUILDING DEPARTMENT. VENDOR 15 STORAGE SYSTEM CONSISTS OF A SELF 5UPPORTIN6 RAGKING 6 5HLVIN6 AND GATTNALK 5Y5TEM WITH INTEGRAL STAIRS AND GONVEYOR. GONTRAGTOR 15 RESPONSIBLE FOR VERFYIN6 ALL LOCAL CODE REQUIREMENTS FOR THIS 5Y5TEM AND INGORPORATIN6 THEM INTO THE FIRE PROTEGTION DEN&N. Q. HANGER NOTES: 1. PIPES LAR&ER THAN 4 IN. RUNNING PARALLEL TO BAR J015T SHALL EE R, N& FROM TRAPEZE HANGERS SUPPORTED NEARLY EQUALLY BY TYCO JOISTS. 2. ONLY ONE PIPE SHALL BE SUPPORTED FROM A 51NGLE TRAPEZE HANGER UNLE55 OTHERkN15E APPROVED IN SITING BY THE STRUGTUP.AL ENGINEER OF RECORD. 3. HANOER5 AITH MORE THAN ISO POUNDS OF LOAD SHOULD BF ATTACHED TO THE J015T AT A PANEL POINT. 4. GOORDINATE .ALL HANGER TYPES AND LOGATIONS WITH THE STRUGTURAL ENGINEER OF RECORD. F IRE PROTECTION LEGEND t -FINE PROTECTION PIPING -REGE55ED PENDANT SPRINKLER HEAD FOR AREAS AITH FINISHED TILED GEILIN65 -51DE WALL, H16H TEMPERA7URE, DRY/ANTI-FREEZE IN 00 RP0IRATED SPRINKLER READ. P15PLAY ROOMS. 0 - UPRIGHT SPRINKLER HEAD FL. LIC. AR95693 -GONGEALEf? PLATE SPRINKLER HEAD (IN AREAS NMI 6YPBOARD GEILIN65,) \®; -UPRI6HT SPRINKLER HEAD WITH PROTEGTIVE CAGE (IN 60LF HITTING ROOM) -DRY/ANTI-FREEZE GONCEALED PLATE SPRINKLER HEAD HAD TYPE REGE55ED PENDANT UPRI6HT CONGEALED AREA AREAS MTBE EINI5HED TILED GEILIN65 EXPOSED AF EAS 5HEETROGK AND GOFEERED VAULTED GEILIN65 a C) C� a A<F� _ 0z ' F 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 Werschman Architects, Incorporated. Data Issue 0165062012 I ID/FF_F M I T I 4 4 um �I IN 00 RP0IRATED WIND DATA m&a FL. LIC. AR95693 25001 EMERY ROAD, SUITE 400 CLEVELAND, OH 44128 DESIGN OF MECHANICAL, ELECTRICAL TEL (216) 223-3200 AND PLUMBING EQUIPMENT RESTRAINT McHENRY ASSOCIATES, INC. FAX (296) 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 44125 FIRE PREVENTION MANUFACTURER AND AS REQUIRED FOR r Phone: �216� 2.92-496 �� ALL APPLICABLE CODES. (216) 292-5874 MUST �ERI>=Y ' ARANGES AND Email: MAIL@MCHENRYASSOCIATES.COM Email: FPlmO IONS IN FIELD. WIND BASE SPEED = 110 MPH FLORIDA BUSINESS #0005282