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23-0259 1939 Fillmore St- DICKS SPORTING GOODS-Rev #1--approved
DRAWING INDEX ® GRAPHIC SYMBOLS LLI u • TLO COVER SHEET • L51.0 LIFE SAFETY 4 ACCE5510I1-ITY FLOOR PLAN ARCHITECTURAL NORTH T ADA DEMO ADA STANDARDS U STORE # 1165CEILING TYPE DLO DEMOLITION PLAN 8 NOTES G: GEILIN6 TA6 S 0'-O° (HEIGHT) • AI.O ARCHITECTURAL FLOOR PLAN 4 FIN15H FLOOR PLAN Q BUILDING SECTION • A2.2 ARCHITECTURAL BLOCKING PLAN 4 ARCHITECTURAL GEILIN6 B51 B51 WALL FINISH TAG F—f,--i 1 • A5.0 SCHEDULES,NOTES,WALL TYPES 4 DOOR TYPES ARCHITECTURE gip' tin • AII.O ARCHITECTURAL FIXTURE PLAN ` ALO ALO ENGINEERING nz iO°awe N N T < T E T WALL SECTION ELEVATION TA6 • AI2.2 FOOTWEAR PLANS AND ELEVATIONS .z...e° \Y,// � • 1FOOTWEAR ELEVATIONS 4 DETAILS PLANNING GRAPHICS 1O MECHANCAL DOOR TA6 IOC • HI.O HVAG FLOOR PLAN,SCHEDULES 4 NOTES EXTERIOR ELEVATION BEI H2.0 HVAG DETAILS 4 SCHEDULES J= J= t�,�/l T T AI.E O WINDOW TAG A ELECTRICAL i ucEa"=o _ • EI.O LIGHTING PLAN ARCHITECT T � IN FALLS T E) 550 ROOM TAG O R T I� I � GOODS O D � INTERIOR ELEVATIONS E4 AI O 2 • E2.0 ELECTRICAL POWER,DATA PLAN,RISER 4 PANELS SCHEDULES \�fl ROOM NAME E3 IOo FIRE PREVENTION C, • FPI.O FIRE PREVENTION FLOOR PLAN �� '• DETAIL TA6 /�—�� REVISION FP2.0 FIRE PREVENTION DENSITY REOUIREMENT5 REFERENCE ON HYM STOW S ELVNO OR s i TI.O COVER SHEET FI.O SHELVING PLAN AI.O \ _ / F2.0 ENLARGED PLAN SEDI 5HELVIN15 DETAILS ABBREVIATIONS Dick's ME1 A.F.F. Above Finish Floor EXP. Expansion N.I.G. Not In Contract DUNHAM D U N H A M _ A.G.T. Tilceustical Ceiling pELP.5. Exterior Joint O.GS On Not GenterTo Qe APPLICABLE CODES e SPORTING GOODS ADJ. Adjacent Insulation 4 OFF. opposite I.Applicable Codes: mechanical+electrical consulting engineering mechanical+electrical consulting engineering A.G. Air Conditioning Finish System O.H. overhead ALTN. Alternate F.R.P. Fiberglass PR. Pair A. 2018 INTERNATIONAL BUILDING CODE(SEE SECTION 105.2 FOR EXEMPTIONS) TENANT ARCHITECT MEP ENGINEER MEP ENGINEER ALUM. Aluminum Reinforced PLA5.LAM. Plastic Laminate B. 2020 IDAO ENERGY CONSERVATION CODE;201E IEGG(COMMERCIAL PROVISIONS ONLY) APPD. Approved Polyester PLYWD. Plywood G. 2018 INTERNATIONAL EXISTING BUILDING CODE DIGK'S SPORTING 000D5 MJM ARCHITECTS DUNHAM ASSOGIATES, ING. DUNHAM ASSOGIATES, ZING. APPROX. Approximate F.R.T. Fire Rated P.V.G. Pol$vinyl Chloride D. 2015 NATIONAL ELECTRICAL CODE 345 COURT STREET ARCH. Architectural Treated PRE-FAB. Pre abricoted 2G14a 5IDG0 DRIVE 50 SOUTH SIXTH STREET / SUITE I100 50 SOUTH SIXTH STREET / SUITE 1100 ASPH. As halt F.F. Finish Floor P.T. Pressure Treated E. 2018 INTERNATIONAL MECHANICAL CODE GORAOPOLIS,PA 15105 NASHVILLE, TN 3721E MINNEAPOLIS, MINNESOTA 5542 154E MINNEAPOLIS, MINNESOTA 5542`1540 AVG. AveAUTO A rage F.O. Finshednotic F.E. Fire lOpening RMuisher INF. Reinforcement F. 2015 I INTERNATIONAL ATE PLUMBING CODECODE BASED ON 2015 UNIFORM PLUMBING CODE BILK. Block FT. Foot 5.A.T. Suspended H. 201a INTERNATIONAL FIRE GODS(ADMINISTERED BY THE IDAHO STATE FIRE MARSH PHONE: (724) 275-5400 CONTACT: KAT E A. HALER, PE CONTACT: GHR S JENK NS BD. Board FTC. Footing Acoustical Tile CONTACT: STAGY ANDIRGK B.U.R. BUlIt-Up Roof GA. Gauge 5GHED. Schedule 11.Occupancy Grout PHONE: 612.465.1250 PHONE: 612.465.1612 G.B. Catch Basin CIC. Gen.Contractor SIM. Similar PHONE: (65) 244-8 1O A. EXISTING Mercan Ile(M) EGTION 309 E-MAIL: katie.ho er@dunhomen .Gom E-MAIL: Ghri5.enkin5@dunhamen .Gorr G.O. Gleanaut GYP. Gypsum S.F. Square E-MAIL: s.andriek@mJmareh.Gom 9 9 J 9 GLO. Closet H.V.A.G. Heating, S.F. Square Foot B. EXISTING Storag (5-I)5 GTION 311 G.W. Gold Water Ventilation 4 S.S. Stainless Steel C. EXISTING Busines (5)5 GTION 304 • COL. Column Air Conditioning 57L. Steel GONG. Concrete H.M. Hollow Metal 5TOR. Storage III.Construction TUDe: G.M.U. Concrete HORIZ. Horizontal 5TR. Structural Buildings shall have approved address numbers,or approved building Sprinkler system must be evaluated to Masonry Unit H.W. Hot Water TEL. Telephone A. EXISTING CONSTRUCTION TYPE: II-B 0 CHANGE),WITH LEVEL 2 ALTERATIONS. Identification placed CONT. Continuous HR. Hour T$6 Tongue t Groove B. EXISTING BUILDING AREA: 005 S.F.HEAT LED(No CHANGE) make sure that it works with the new All buildings shall have a permanently posted address,which shall be placed CORR. Corridor IN. Inch T.O. Top Of G. EXISTING OGG.TYPE: NON-SEPARATE M,5-I,B NO CHANGE) at each driveway entrance and be visible from both directions of travel along design. GR5. Courses IN5UL. Insulation or T.6. Top Of Grade the road.Buildings shall have approved address numbers,or approved If changes need to be made the changes PIA. Diameter Insulated T.0.5. Top Of Steel VI.Occupant Load(Table 1004.1.2) building Identification placed in a position that is plainly legible,visible from D.5.G. Dick's Sporting INT. Interior TYR Typical SECTION 1005-GENERAL MEANS OF EGRE55 the street or frontage road fronting the property and of a contrasting color(IFC will need to be done by a sprinkle Goods JAN. Janitor's Closet UNFIN. Unfinished 505.1). contractor and plans approved by the State DR. Door J.T. Joint U.N.O. Unless Noted (REFER TO TABLE 1004.1.1 FOR MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT.) Address size is based on distance from the street:up to 50 ft.is 4 in.,51 to Fire Marshals office. Ds. Downspout LAV. Lavatory Otherwise 100 fi is 6 in.,101 to 150 f1 is 8 in.,151 to 200 ft.is 10 in.and greater is 12 in DWG. Drawing M.D.F. Medium Density V.B. Vapor Barrier EXISTING: D.F. Drinking Fountain Fiberboard VERT. Vertical MERCANTILE=30 s.f.GROSS/OCCUPANT (29,30b s.f.) = 9T7 OCCUPANTS EA. Each M.H. Manhole VEST. Vestibule BUSINESS= 100 s.f. OCCUPANT E.W. Each Way MFGR. Manufacturer V.G.T. Vinyl Composition .G ( 113 s.f.) = S OCCUPANTS Alarm system must be evaluated to make ELEG. Electrical M.O. Masonry Opening Tile STORAGE=300s.f GROSS/OCCUPANT ( 4,424 s.f.) = 16 OCCUPANTS Knox Box Installation sure that It works with the new design. EL. Elevation MAX. Maximum W.H. water Heater 35,005 TOTAL s.f. 1,001 OCCUPANTS TO ELEV. Elevation MEGH. Mechanical W.W.F. Welded Wire Fabric (EXISTING) A Knox Box shall be installed If changes need to be made the changes EQUIP. Equipment MIN. Minimum N/ With PROPOSED: Dick S to the right of the main access will need to be done by a sprinkle E.F. Exhaust Fan MISC. Miscellaneous W/O Without MERCANTILE=&0 s.f.GROSS/OCCUPANT 21,908 s.f.) = 46 OCCUPANTS door(s).It should be mounted contractor and plans approved by the State EXIST. Existing MTL. Metal WP. Wood BUSINE55= 150 s.f.6RO55/OCCUPANT = 5 OCCUPANTS Sporting between 5 and 6 feet from STORAGE=30os.f GROSS/OCCUPANT 6 4 s.f. = OCCUPANTS ' Goods ground level.Alternative Fire Marshals office. 3 ,005 AL s.f. 4c GGUPAN T TOTAL s4s court sweet locations will have to be P05ED) Corso Poli s.PA ISI08 approved by the Fire Marshal. rm4.zls.s400 If one is already on we need Al NJ to make sure the to keys are in it. PROJECT SUMMARY THE WORK COVERED BY THESE DOCUMENTS 15 A LIMITED REMODEL SCOPE OF FANE TINEDICK'S SPORTING 60005. THE PROPOSED SCOPE OF THE RENOVATIONS C OFREMOVAL OF FX1571N6 TRACK LIGHTING, REMOVAL OF EXI5TIN6 FIXTURES, IN5TIO F NEW PARTITIONS WITH GYPSUM FINISH, PAINTING, FIXTURING, REPLACING FLOOR FINISHES, FIXTURES WITH ELECTRICAL CONNECTIONS,AND IN5TALLING/RELOCATIN6 NEW TRACK LIGHTING h W Q AND HI-BAY FIXTURES. W4 tux M THIS PROPOSED REMODEL DOES NOT CHANGE THE EXISTING MERCANTILE DESIGNATION NOR DO 3 00 THE PROPOSED ALTERATIONS CHANGE THE OCCUPANT LOAD OR ANY MEANS OF EGRESS. Al EXISTING BUILDING 15 FULLY SPRINKLERED(903.2.1)PER NFPA 13. THE CONTRACTOR SHALL SUBMIT SPRINKLER DRAWINGS FOR PERMIT AS MAY BE REQUIRED BY THE AHJ FOR ANY HEAD C) NATIONAL VENDORS RESPONSIBILITY CHART SET BASED ON F-1 PLAN DATED 02/16/2023 RELOCATIONS THAT BECOME NECESSARY AS A PART OF THE REMODEL OF THE SPACE. a � a SOP CONTACTS: "*ALL WORK,MATERIALS,AND SYSTEMS SHOWN IN THESE PLANS AND SPECIFICATIONS,INCLUDING ALL REFERENCED NATIONAL ACCOUNTS,IS THE SOLE RESPONSIBILITY OF THE TENANT(AND/OR TENANT GENERAL CONTRACTOR)TO PURCHASE,SCHEDULE,AND INSTALL COMPLETE AS O w 056 MANAGER OF ARCHITECTURAL SERVICES: MATTHEW JAROGK-MATTHEW.JARO0K@DC56.COM(724)213-5645 SHOWN AND REFERENCED. '� li." _z E 056 MANAGER OF PURCHASING: 6RE66 GRAVES-6RE66.6RAVE5@DC56.0OM(724)213-3942 7 a V ON � 056 PROCUREMENT SPECIALIST: LHIPURGHA5IN6@DG56.GOM. M o VENDOR#15: REFER TO STORE SPECIFIC VENDOR MATRIX FOR CONTACT NAME AND NUMBER N V N 3 Vendor Matrix AREA MAP SITE PLAN DEFERRED SUBMITTALS • v _ > Fiscal Year 13 THE FOLLOWING ITEMS WILL BE SUBMITTED AS DEFERRED SUBMITTALS BY THE PERMIT SET g 1155 -Twin Falls, I❑ Issued 121SW22 APPROPRIATE INSTALLING SUBCONTRACTOR OR VENDOR. FOR EACH DEFERRED SUBMITTAL ITEM, THE SUBCONTRACTOR OR VENDOR SHALL FIRST SUBMIT SIGNED AND SEALED 02 03 2? r � f'?, ' e ENGINEERED DRAWINGS AND CALCULATIONS TO THE ARCHITECT FOR REVIEW AND J APPROVAL PRIOR TO SUBMITTAL TO THE BUILDING OFFICIAL OR FIRE MARSHAL. • •� s; r" MJM 22487 • FIN Remodel R6TS ►�"f¢�L,f ARCHITECT'S REVIEW WILL BE FOR GENERAL CONFORMANCE WITH THE BUILDING DESIGN o srr � ONLY. SUBCONTRACTOR OR VENDOR SHALL BE RE5PON515LE FOR DETERMINING 5UBMIT7AL U 01-Advanced CssisymOlMillwork.SlatwalllPlas.Lam 10 Vendor DSG-Heather Ingram,972-784-8800 x • REQUIREMENTS AND PAYMENT OF ALL FEES FOR SUBMITTALS. THE GENERAL CONTRACTOR g • ADDENDUM f11 o Fixtures Inc, Panels+MDF Panels.Wall Lover 225,dickspjm@advanoedfixluressem r IS RESPONSIBLE FOR COORDINATING THE TIMING OF SUBMITTALS 50 AS TO NOT INTERFERE Twin Falls Visito for- '- WITH OVERALL CONSTRUCTION SCHEDULE,ALLOWING TIME FOR APPROPRIATE REVIEWS FOR 02.23.23 0 02-JCIIBA Secudiy 4 • Vendor OSBSuppad Team l Robert Hansen, = t' 1 ARCHITECT AND BUILDING OFFICIAL OR FIRE MARSHAL. NO DELAYS OR TIME EXTENSIONS F (530)7065020.tits- DICKS - DICK" 0 E dsgsupport&j ktom1 �� WILL BE ALLOWED FOR FAILURE TO ALLOW APPROPRIATE TIME FOR REVIEW. robed-hanwrh@jci.cam SPORTING GOODS SPORTING GOODS I. FIRE SPRINKLER SYSTEMS. Z13S cisg • 03 Inside Edge All Flooring Materials f Ceramic The 1 Wall 9 Vendor Ron Myers,651.3BJ.4226, CO. °1^'W� 2.FIRE ALARM SYSTEMS. o Carpet rmyers�lecls.eom - f 0 0 04-Cook& Hollow Metal Doors(Frames&Hardware. 6 G.C_ Lisa$lei nes,B55-447-8600,ext.4617, a� Boardman Group Coma,Keying),fitting Room Doors dsg@ccokandticardman.com I`i° 08•Fusion Graphics,artwork,wall covering.overhead 15 Vendor Michael Tammem,57 0-2136 59 58, ZL c Industries,LLC displays DSGTeam@gofuskxigrcup=rn ' H • 13-Level 10 Data 1 Telephone wiring,Paging System 1 Traf- 2 Vendor Mailbox,847�05-8056, • - CITY APPROVED PLANS men s This drawing and the design Sys,Speakers dsgaleve110.com 1 shown is the property of the 15-Retail Fixture Backroorn Shelving(including Conveyor 10 • Vendor Kevin Hoffman,972-923-0W1 x 1D3, Reviewed for Code Compliance a rhea.mereprod—i-, (� r t — copying or use o g Solutions,Inc 5 err to Mezzanine when required).Dock estimatin ratailfixluresolulims.ram rmisaraw.n Y � 9''� w+a,ow their carmen r°nsent is ❑ Levelers l Dock Seals PLANS MUST BE ON JOB SITE prohibited and any in&ingemen[ - - - r Burger will he subject to legal salon. a 18-RewelCapitol SwilchgearLighlingFixtures 5 G,e. Don Barr,614.77Y=7366, a- - FOR ALL INSPECTIONS N Light don.barr@capltoilight.com - °� 19-JCI I Sensormatic fTV,€FlS 8 Vendor Quotes:Michael.s.slavin([jci.ccm • r ° N m (603.245.3567).Scheduling: -•ho 0 COVER SHEET Chart "Roberson@jcl.com(561-341- I r Page 1 of 31 T1.0 gl N V1 MW F- u Q ARCHITECTURE tin ENGINEERING PLANNING 1 2 3 4 5 6 GRAPHICS Irt I I I I I I LICE _7 ARJHITECT +'..4-E133,T14 xS �-- s ♦♦ I 1 I Zz EXISTING 36" CLEAR ♦ EGRESS u all ♦ - • WIDTH ♦ EXISTING I UI 36" CLEAR EGRESS L WIDTH � ♦a 1 Al I ♦ 9 � 2 F ♦,,, ' ♦♦ - r SCOPE OF WORK EXTENTS -- - - - - - - 9 - - - - (TOTAL SQFT RENOVATED = 7,252 SQFT) ' I ,♦ ♦ EXISTING ,♦ I 150" CLEAR IDTEGRESS Dickts Sporting Goods h-r�I 345 Court street Coraopolis.PA I5I08 9 P 724.273.3400 / ♦ /I • 1 AL I I ®ILW ♦ H w p ♦ W W M jCO ..... .. Q! M -, 3Nco I , a a C) -dt zwz E FM -- 1I O D Q M 3 V � [� • I t--I oIZ N N ♦ rn 3 o PERMIT SET • EXISTING 02.03 t 23 - 36" CI - o EGRESS A MJM 22487 o WIDTH U ADDENDUM#1 02.23.23 0 Z 0 -or 0 16 EXISTING LIFE SAFETY LL LS1 FLOOR PLAN ZL 3 51-ALE 3/32"=P-O" CITY APPROVED PLANS This drawing dud the design Reviewed for Code Compliance architeatThe"eprod lthe (� copying or use of this drawing Y without their written consent is o PLANS MUST BE ON JOB SITE prohibltedzndzny in&ingetnent t` will be subject to legal action. W N FOR ALL INSPECTIONS ID N EXISTING LIFE SAFETY PLAN Page 2of31 L ®® 9` N CLEAR FLOOR SPACE NOTES: GENERAL SITE NOTES: 1. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACES(304A) ADJOINING SURFACE,t20 1. ACCESSIBLE PARKING SPACES AND ACCESS AISLE SHALL BE LEVEL, ea MN 60"MIN. 80'MN RESERVED 2. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE MUST MAX.COUNTER SLOPE MAXIMUM PERMITTED SLOPE IS 1:48(502.2 8 502.3) -PARKING SPACE IDENTIFICATION N ADJOIN AN ACCESSIBLE ROUTE OR ANOTHER CLEAR FLOOR SPACE(905.6) 2. ACCESSIBLE PARKING SPACES MUST BE IDENTIFIED WITH A SIGN. PARKING LLI 3. A CLEAR FLOOR SPACE IS REQUIRED AT ANY DEVICE WITH FLARED SDE BEYOND SIGNS IDENTIFYINGVAN ACCESSIBLE SPACES SHALL CONTAIN HE SIGN$SHALL BE 60"MINIMUM AN OPERABLE PART(309.2) DESIGNATION'VAN ACCESSIBLE'. SIGNS SHALL BE MINIMUM 60'FROM ABOVE PARKING SPACE SURFACE CURB RAMP o; • THE PARKING SURFACE TO THE BOTTOM OF THE SIGN(50222&502.2.3) A�/ LANDING RAMP RUN LANXNO Ms RUN = e vw via ®1r 38' t2' RAMP RUN a. MN. MN MN 80'MN. Q la) COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS ABOVE - STRAIGHT Fig.406.2 20'-0'MN PARKING N Y r FULL LENGTH OF PULL UP SPACE $ SURFACE ARCHITECTURE x�' a rn / \ Ib) CURB UIE ¢ ENGINEERING snue J PLANNING L O LAMP MAXNIOMUAI RAM SLOPE SHALL BE 1YL 405.2 CHANGE N r Y w< GRAPHICSim.•=n.<e \ ( ) DIRECTION - m \ 2. MA%IMUM CROSS SLOPE OF RAMP w LL$ g RESERVED / SHALL W H (405.9) RAMP LANDING m a w` MATCH CURB rc ' 9. RAMPS WITH A RISE GREATER THAN 8' RAM' r i l d PARKING 80' J \60• / SHALL HAVE HANDRAILS,AND SHALL Fig.405.7 • < COMPLY w/SECTION 505(405.8) N ENO MIN. Fig.304.3.2 Ref.804.s.1 PARKING PARKING T-SHAPED SPACE CIRCULAR SPACE �m 98'MIN �80'MN 192'MIN. 98'MIN. 98'MIN. �F VAN ACCESSIBLE VAN ACCESSIBLE TURNING SPACE x 12' 1Y /11.0 ~ \MA)L VAN TYPICAL VEHICLE PARKING SPACES&ACCESS AISLE OPTIONAL VAN ACCESSIBLE PARKING SPACE&ACCESS AISLE Ref.Section 304 MIN. ACCESSIBLE Ref.Figures 502.2&502.3 Ref.Section 502.2 Exception 80'MN. ABOVE PARKING 36' N Rel.Section 405.9.2 Fig.405.9.1 SURFACE MIN. A 60• n BARRIER CURB EXTENDED FLOOR OR PLAN PASSENGER LOADING ZONE ACCESS AISLE VEHICAL PARKING SPACES & ACCESS AISLE x GROUND SURFACE Rol.Figures 406.3&406.4 Fig.503.3 Ref.Section 502 / x EDGE PROTECTION IDENTIFICATION Ref.Section 405.9 Ref.Section 502.6 I I L JI Fig.305.7.1 Fig.305.7.2 RAMPS CURB RAMPS PARKING & PASSENGER LOADING ZONES Ref.Section 405 Ref.Section 406 Ref.Sections 502&503 CLEAR FLOOR SPACE IN ALCOVES �ArPPXOAgI� �nwxoAcx 1 TACTILE RAISED CHARACTERS SHALL 48' f s tr as 4•Hi v4' F ueaoAca MN / / & COMPLY WITH 70&2 AND SHALL pIBI,EfER BE DUPLICATED IN BRAILLE r--- 1 • Y L COMPLYING WITH 703.3.RAISED I < 11a•2 t-vr s a m 8' E oo.o CIRCULAR -1/ MN CHARACTERS SHALL BE I I I I I I � I I a i ��:'o:: 7NST4(703.2)ACCORDANCE WITH BRAILLE (GRADE 2)AND SHALL COMPLY 90' 48' MA%• I,_ / HEIGHT OF RASED w 2 WITH 09.9 ALN3 703L BE 4N(7039)CONTRACTED (a.) (a.) (d) (c.) (a) CHARACTERS POSITION OF BRAKE $, BRAILLE SHALL BE POSITIONED CLEAR FLOOR SPACE FORWARD APPROACH PARALLEL APPROACH iv Y FRONT APPROACH FRONT APPROACH,PILL SIDE FRONT APPROACH,PUSH SIDE FRONT APPROACH PUSH SIDE; PULL SIDE -�' Fig.703.2.5 Fig.703.3.2 BELOW THE CORRESPONDING Fig.3D5.9 Flg.906.5(a) Fig.3D5.5(b) S DOOR o/BOTH CLOSET A LATCH - \ - TEXT.IF TEXT IS MULTI-LINED, BRAILLE SHALL BE PLACED BELOW HANDRAIL CLEARANCES NON-CRCLLAR HANDRAIL CROSS SECTIONS r 1 FlA•5055 d 505.8 Fig.505.72 Y s THE ENTIRE TEXT.(703.32) • 4. PICTOGRAMS SHALL HAVE A FIELD MINIMUM CLEAR FLOOR SPACE x<�' � 4s° HEIGHT OF 6 INCHES(150 MJ) I�.II 22' (c.) MINIMUM. CHARACTERS AND Ref.Sections 904&905 IF---, A i Y MN. x 1 BRAILLE SHALL NOT I E LOCATED HANDRAIL SIZES 8 CLEARANCES p q\\ � �\\\ � IN THE PICTOGRAM FIELD.(709.8.1) Y i// r �CENTER LINE S. PICTOGRAMS AND THEIR FIELD S• u O 3W w 0 42' w \ 18' OF TACTILE $HALL HAVE A NON-GLARE FINISH + 1 \ MN. CHARACTERS PICTOGRAMS SHALL CONTRAST WITH THEIR FIE WITH EITHER A InmLOCATION OF TACTILE SIGNS AT DOORS UGHT PICTOGRAM ON A DARK 1/4• a Vr 1Ir Id) (&) (e.) (f.) (b•) Fig.703.4.2 FIELD OR A DARK PICTOGRAM ON MAX. MAX. MAX. AF SDE APPROACH HINGE APPROACH,PULL SIDE HNGE APPflOACH,PULL SIDE HNC>f APPROACH,PUSH SIDE PUSH SDE A LIGHT FELD.(709.6.2) aPPlwApl �• �� MN AFF TAcr� eo MAXr �• �MN nCIl4RAC1ES x. Fig.8092 Fig.90&8 Flg.8022 � � N.N. � 1 x �_ (b,) � CHANGES N LEVEL CARPET PILE THICKNESS pA STAIRS RAMS WALKING SURFACES l 2r (( 24• 24• Lis. . TACTILE CHARACTER HEIGHT ABOVE FLOOR Fig.505.4(a) Flg 50&4 @) Fig.505A(c) v All, \\U �� �-I �` Fig.703.4.1 I I NOTE: 1IY �� r Dick's CHANGES IN LEVEL GREATER THAN AUX HANDRAIL HEIGHTS \ TACTILE SIGNS SHALL BE RAMPED,AND SHALL COMPLY w/ (c.) (g.) (h.) P.1 (c.) Sporting SECTIONS 405 OR 406. (303.4) Ref.Section 505 POCKET OR HINGE APPROACH HINGE APPROACH,PUSH SIDE; LATCH APPROACH,PULL SIDE LATCH APPROACH,PULL SIDE; PUSH SDE; \` Ref.Section 703 Goods DOOR o/BOTH CLOSER d LATCH DOOR of CLOSER DOOR w/BOTH CLOSER It LATCH 345 Court Street LONG DIMENSION THIS DRAWING I$A REPRESENTATIVE Coraopolis,PA 15108 PERPENDICULAR TO g p-p• r----- MANUAL SWINGING SUMMARY OF THE REQUIREMENTS OF (P)724.273.3400 ROUTE OF TRAVEL MN i� r THE 2010 ADA STANDARDS THAT MAY /J = O = //qA DOORS 8 GATES RECESSED DOORS&GATES s MIR Y4 `( s 24• 1 �(E Fig.404.2.4.1 Fig.4042.8 ! BE APPLICABLE TO THE PROJECT. I MN MN. a MN \F7 ,333 MN \\ < MN• \\9 WHERE SPECIFIC DIMENSIONAL a x.TREADrm �I NOT NOTED ONN CLEARANCES DRAWINGS, ARE T �� _�'� CONSTRUCT TO THE CLEARANCES AND w $ MANEUVERING CLEARANCE NOTES: ax Itl.) TOLERANCES SHOWN ON THIS SHEET. ¢ R t COOKS,DOORWAYS AND GATES PROVIDING USER PASSAGE SHALL206.5) WHERE DRAWINGS SPECIFICALLY `�� "'� STOP OR LATCH APPROACH \ COMPLY(OOR i i 2. ADJUST DOOR CLOSERS SO HAT THE DOOR TAKES AT LEAST 5 \ INDICATE DIFFERENT OR CONFLICTING DOORWAYS W 0 DOORS SLIDING G) (it) SECONDS TO MOVE FROM 90 DEGREE OPEN POSITION TO 12 DEGREES INFORMATION TO THE STANDARDS OPENINGS IN FLOOR OR GROUND SURFACE BOTTOM TOP BOTTOM TOP DOORS.GATES&FOLDING DOORS FROM LATCH(4042.8) DEPICTED ON THIS SHEET,CONSTRUCT LATCH APPROACH,PUSH SDE LATCH APPROACH,PUSH SIDE; (a.) USING THE MORE STRINGENT 9. FIRE DOORS SHALL HAVE MNM1M OPENING FORCE ALLOWABLE BY HE ACCESSIBLE Ref.Section 302.3 Fig.505.10.9 Fig.505.D.2 Fig.4042A.2 DOOR w/CLOSER BUILDING AND FORE CODES. OTHER INTERIOR DOORS,5 POUNDS REQUIREMENT OR CONTACT THE MAXIMUM.(404.2.9) ARCHITECT FOR RESOLUTION W ^i 4. MANEUVERING CLEARANCES ARE REQUIRED AT AUTOMATIC DOORS DOORS & GATES IN SERIES GUIDELINES NW FLOOR & GROUND SURFACES HANDRAIL EXTENSIONS @ RAMP HANDRAIL EXTENSIONS @ STAIR MANEUVERING CLEARANCES UNLESS DOOR OPERATION HAS STANDBY POWER(404.3.2) M fFig.505.10.1 W F•r/w ry-it Rol.Sections 302&303 Re.Section 404.2.3 Fig.404.2.6 �: L Ico _ �araraE van a axr 8r MN. F•rw �/ BWFACE&aLL BE tN Iw1.4 NI N nERE�M.1E6 e1pMi(sA6 MN 1i Frw 30°MAX. 1_ X. 4x' �i O 32 MN. 20'MAX. >20•-25' 10' 10' t81'-24' a W (b,) MAX. MAX. _ W O SLIDING DOOR I Ir - I r Z E 790" 1/2'RADM6/ /1Ir RADUS /1/r RADIUS E-im. E-J.. b - E. w Z N / / G g• 17-25• 11• MAx MAX. " a °0 F-i MAX. MN MAX. M (e) W Fig 5045(b) Mg.5045(c) Flg 5045(d) (a) Ib) h) Ib) HINGED DOOR FOLDING DOOR ANGLED RISER CURVED NOSING BEVELED NOSING (a) (b) (a) (b) ELEVATION PLAN ELEVATION PLAN V • M �~ Fig.$06.2.1 Fig.=22 Flg.=.ILI Fig.30w Flg.306.2 Ali,300.3 N UNOBSTRUCTED OBSTRUCTED HIGH FORWARD REACH UN09STRLICTED SIDE REACH OBSTRUCTED HIGH SIDE REACH TOE CLEARANCES KNEE CLEARANCES tj FORWARD REACH CLEAR WIDTH OF DOORWAYS STAIRWAYS & HANDRAILS REACH RANGES KNEE & TOE CLEARANCES LL Fit.4042.3 Ref.Sections 504&505 Ref.Section 308 Ref.Section 306 • rn a NOTES: 4'MAX 3r ALTERNATE DOOR 8'MN. TOILET ROOM NOTES: DRINKING FOUNTAIN NOTES: Q L PROTRUDING OBJECTS SHALL NOT REDUCE THE MN LOCATION 1. A TURNING SPACE PER SECTION 1. KNEE&TOE CLEARANCE COMPLYING ❑ RE WIDTH OF AN ACCESSIBLE ROUTE(9075) 304 IS REQUIRED WITHIN A WITH 3D6 SHALL BE PROVIDED(602.2) PERMIT SET Q = 2. PROTRUDING OBJECTS ON A CIRCULATION PATH TOILET ROOM(603.2.1) 2. WHERE A DRINKING FOUNTAIN IS X SHALL COMPLY o/SECTION$07(204.1) >< PARTITION 2. ONLY THE FOLLOWING OBJECTS REQUIRED,TWO SHALL BE PROVIDER O�.O�a�� ARE PERMITTED TO OVERLAP Y ONE HIGH 8 ONE LOW(2112) A l ~ m l BARS,DISPENSERS,SANITARY SPACESCOLM'LYING WITH 305 FLOOB X S 7 THE REQUIRED CLEARANCE GRAB & UNITS L6 ;¢ id �1_-- MJM 22487 "s bej NAPKIN DISPOSAL UNIT,COAT POSITIONED FOR FORWARD APPROACH 'm HOOKS AND SHELVES LL BE AND CENTERED ON UNIT(602.2) ❑ PROTECT SHADED AREA FROM CLEAR 4• L 9. FLUSH CONTROLS SHALL BE 80'MN. LOCATED ON THE OPEN SIDE OF CROSS-TRAFFIC WIDTH MAX. arPeoAcx / 6' Q MAx• / "ePflo"� THE WATER CLOSET(604.6) S. 15. w 4r MN 58'MN. w/WALL MTD.W.C. la) (c) 4r MN 60'MIN 4. URINALS SHALL HAVE A CLEAR Mp1L MN, a X Fig.604.9.1 ELEVATION PLAN FLOOR SPACE COMPLYING WITH O CLEARANCE AT WATER CLOSETS 59'MN. w/FIA.MM.W.C. 305 POSITIONED FOR FORWARD L Q E >i APPROACH AND CENTERED ON clafs WIEELCHAIR ACCESSIBLE TOLET UNIT(605.3) WHEELCHAIR ACCESSIBLE TOILET COMPARTMENT COMPARTMENT TOE CLEARANCE AMBULATORY ACCESSIBLE TOILET COMPARTMENT 5. LAVATORIES SHALL HAVE A 4E'MN x 42'MN 96'MN X 96'MN. -���� / R.I.Section 604 Fig.604.8.2 Fig.604.8.2 CLEAR FLOOR SPACE COMPLYNG L-___J • O <48' <48" CANE DETECTION AREA WITH 305 POSITIONED FOR FORWARD APPROACH AND Fig.403.5.2(a) Fig 403.52(b) Fig.3D7.5 Fig.3072 L i CENTERED ON UNIT(606.2) DRINKING FOUNTAIN SPOUT LOCATION 0 CLEAR WIDTHS AT 160 DEGREE TURNS I 6. KNEE&TOE CLEARANCE Fig.602.5 VERTICAL CLEARANCES LIMITS OF PROTRUDING OBJECTS 4C MN 36,MN. COMPLYING WITH 306 SHALL BE N LL 1 1l4•-2• 1-1/2* 42l MN. 12'MAX. 12'MN. 0C MIRROR (602.2) RROfl 7. EXPOSED WATER S Ppnc p p RO V E D PLANS 48 DRAIN PIPES SHALL CIRCULAR 4.� TI GRAB BAR___ INSULATED. THERE HALL 8E NO Y w w SHARP OR ABRASI SUIT S g• s 3 FLUSH CONTROL o F� UNDER LAVATORIE (BOB. �V ed for d �. nce This drawing and the design OPEN SIDE o< : shown is the property of the ACCES3UBLE ROUTE NOTE: MAX. r °mot ( 1 3 i 8. INSTALL GRAB BAR TO m s architect The reproduction, to ®x x HE SLOPE OF A WALKING SURFACE ALONG AN �,s X>12 Y a= �, O a e ¢ WITHSTAND NOT L IS T A M U ST B N B� I T E �• s U r�i copying or use of this drawing 7- ACCESSIBLE ROUTE$HALL NOT BE STEEPER THAN t20 250 POUND FORCE PP TIED wnhow their wrinen consent is AND CROSS SLOPES SHALL NOT EXCEED t48(402) /, /, i ANY POINT ON TIE BAR(6095) prohibited and any infringement f� (a) (b) F 15' will be subject to legal anion. Ref.8027 Ref. 02A a ` F 307.3(a) Fig.307.3(b) // PROJECTING OBJECTS RECESSED OBJECTS 7'-9' w 1B'-18' O ALL I N S P E CT I O N Fig. DISPENSER OUTLET w nw•rs MIN N CLEAR WIDTHS LOCATION ¢ P r HEIGHTS 2010 ADA m FIg.40&5.1 POST-MOUNTED PROTRUDING OBJECTS SPACING OF GRAB BARS TOILET UiNAL LAVATORY STANDARDS Nip.609.9 Ref.Section 605 Ref.Sections 606&603.3 Page 3 of 31 ®//�e ACCESSIBLE ROUTE PROTRUDING OBJECTS TOILET ROOM CLEARANCES & MOUNTING HEIGHTS DRINKING FOUNTAIN o Ref.Section 402 Ref.Section 307 Ref.Chapter 6 Ref.Section 602 a_ IV V1 F— u DEMOLITION LEGEND M W H EXISTING TO BE DEMOLISHED EXISTING TO REMAIN u DEMOLITION NOTES Q I. G.G.RESPONSIBLE FOR PHASING OF DEMO.,STRUCTURAL,NON- 57RIJGTURAL,AND NEW WORK. CONTRACTOR TO VI51T THE 51TE AND BECOME FAMILIAR WITH THE SCOPE OF WORK PRIOR TO ARCHITECTURE n'e 5TARTIN6 ANY DEMOLITION. ENGINEERING LL r.Tn PLANNING t.,.,mim:.�n:�a 2. CONTRACTOR SHALL CEASE OPERATIONS AND NOTIFY THE GRAPHICS OWNER IMMEDIATELY IF SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED.TAKE PREOAUTION5 TO PROPERLY SUPPORT STRIJGTURE. DO NOT RESUME OPERATIONS UNTIL SAFETY 15 RESTORED. 3. PROVIDE,ERECT AND MAINTAIN BARRICADES,LIGHTING AND GUARD RAILS AS REQUIRED BY APPLICABLE RE6ULATORY �] AGENCIES TO PROTECT OCCUPANTS OF THE BUILDING,AORKER5 1 2 4 5 6 AND PEDESTRIANS. 4. CONTRACTOR SHALL INSPECT EX15TINC CONDITIONS PRIOR TO DEMOLITION AND DETERMINE WHETHER ANY COMPRESSOR REFRIGERANT LINES ARE PRESENT THAT MUST BE FROFERY DRAINED(TO E.P.A.STANDARDS)PRIOR TO DEMOLITION. 5. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER A5 REQUIRED TO ACCOMMODATE FUTURE TENANT IMPROVEMENTS. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE F AUTHORITIES HAVING JURISDICTION. G. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED,AT NO ADDITIONAL COST TO THE OWNER. T. BURNING OF MATERIALS ON 51TE 15 NOT PERMITTED. REMOVE DEMOLISHED MATERIALS,TOOLS AND EQUIPMENT FROM SITE UPON GOMFLETION OF WORK. SITE SHALL BE GLEANED DAILY. DISPOSE OF MATERIALS(LIGHTING,ELECTRONICS)CONTAINING HAZARDOUS MATERIALS USING LANDFILL DIVERSION MEASURES AS REQUIRED BY STATE AND LOCAL AUTHORITIES, 8. DEMOLITION NOTES PERTAIN TO THE GENERAL SCOPE OF WORK AND ARE TO BE WN51DERED AS PERTAINING TO ALL 51MILAR GON1217 ON5 WHETHER SPECIFICALLY INDICATED OR NOT. IF SCOPE 15 IN QUESTION,CONTACT OWNERS REPRESENTATIVE IMMEDIATELY. 9. ALL ORIGINAL CODE REQUIRED FIRE RATED PARTITIONS, E,STIRS FLOORING FIREPROOFING,FIRE-RATED ASSEMBLIES,ETC.DAMAGED DURING EXISTING PARTITIONS AND TO REMAIN DOOR TO REMAIN;REFER TO AND RETURNS OR OTHERWISE IN DISREPAIR SHALL BE REPAIRED ARCHITECTURAL FOR AND RETURNED TO CURRENT CODE REQUIRED RATINGS. ADDITIONAL INFORMATION EXISTING FLOORING AND TRANSITION TO BE REMOVED TO EXTENTS 10. EXISTING CONSTRUCTION SHOWN TO REMAIN,INCLUDING BUT REQUIRED;COORDINATE FINISH _ _ _ _ _ _ NOT LIMITED TO WALLS,PARTITIONS,DOORS,FRAMES FLOORING REQUIREMENTS WITH NVOR FOR E FINISHES,FIXTURES,ETC,SHALL BE PROTECTED DURING INSrALLAncN of NEw FLooRING DEMOLITION. DAMAGE TO EXISTIN6 CONSTRUCTION SHOWN TO JIYJ_'I TRACK L16HTN6 TO BE REMOVED mm STORED REMAIN SHALL BE RE5TORED TO MATCH PRE-DAMAGED FOR RE-USE AS INDICATED:REFER To CONDITION. ALL INFILL OR REPLACEMENT WORK SHALL MATCH EXTENTS ofI ARCHITECTURAL FOR ADDITIONAL INFORMATION. EXISTING CONDITIONS IN MATERIAL5,CONSTRUCTION AND FINISH, • CONSTRUCTION SEE AB.o AND ELECTRICAL FOR LocAT1oN5 of UNLE55 SPECIFICALLY NOTED ELSEWHERE IN THE CONSTRUCTION EXISTING TYPE A SLOCKIN6 ro NEW,E%15TIN6 AND RELOCATED F1xTLREs. DOCUMENTS. PROTECT FROM DAMAGE ALL EXI5TIN6 FINISH WORK BE REMOVED FROM EX15 FINISH; WALL,PREPARE FOR NEA TO REMAIN IN PLACE AND WHICH BECOMES EXPOSED DURING I I DEMOLITION OPERATIONS.REFER ADDITIONOAALRICFOTREMRFOR 11. WHERE FINISHES ARE SHOWN TO BE REMOVED FROM EXISTING EXISTING FLoaRIN6 To BE REMOVED CONSTRUCTION,REPAIR AND PATCH REMAINING SUBSTRATE AND PREPARE FOR NEW FINISH AS PROVIDED IN SCHEDULES OR NOTED AS REQUIRED(LEAVE IN FI""I STOCKROOM); ORDINATE FIN15H ON DRAWINGS. REOUIREM ENT5 WITH VENDOR FOR INSTALLATION OF R E FLOORING; I 12. MAINTAIN ACCESSIBLE PATH AND CUSTOMER/PUBLIC ACCESS PATCH AND REPAIR ADJACENT /I14, 70 ALL MEANS OF EGRESS,ELEVATORS,ESCALATORS AND FLOORING AS REQUIRED. EXISTING AISLE FLOORING TO REI.MAIN. TOILETS DURING ALL PHASES OF CONSTRUCTION. CLEAN AND PREPARE SURFACEIl.',�'EXISTING 15. COORDINATE ALL HEW AND EXISTING FIXTURES TO BE REUSED COLIIMN5(ALL WITHIN FOOT TO ACCEPT TRACK LIGHTING TO BE REMOVED I I NEW FINISH,SEE ARCHITECTURALI�f FOR WITH D5G P.M. DO NOT DISPOSE OF FIXTURES WITHOUT APPROVAL AND STORED FOR RE-U5E AS I /ADDITIONAL INFORMAToN. OF DICKS P.M.MERGHANDI5E REMOVED BY STORE PERSONNEL. INDICATED-REFER TO ARCHITECTURAL FOR ADDITIONAL ///////// a� — NF9Rh4TIOIWME—AB.. AD— I — STINGuBAYe^Fao NFooTw — — — — — - { D J DEMOLITION FINISH NOTES ELECTRICAL FOR LOCATIONS OF I TO BE REMOVED/RELOCATED R FUTLRE �/ IffW,EXISTING AND RELOCATED /RE-USE COORDINATE 5TORAG REMOVAL WITH F1xTURE5,rrP. , / D56 VENDOR.REFER TO ARCHI C7VRAL FOR DUST PARTITION CONTINUOUS FROM FLOOR TO DECK, ADDITIONAL INFORMATION. CONSISTING OF FIRE RETARDANT SHEETING ATTACHED TO THE EXI5TIN6 5ECTION OF FOOTYEAR I ROOF STRUCTURE OR GEILIN6 WITH A 2x RUNNER. PARTITION TO Dick'S FLOORING AND MASTIC O BE 15•-II NOTE,SECURITY CAMERAS AND BE TIGHT TO DECK(WORK AROUND STRUCTURE AS REQ'D)d TO Sporting REMOVED TO EXP05E CONCRETE; �` GLEAN AND SEAL.REFER TO ASSOCIATED LO55 PREVENTION EXTEND 70 THE FLOOR,ANCHORED W/A DOUBLE 2x. DO NOT ARCHITECTURAL FOR ADDITIONAL / � — — MU1U?ME&T T��I L�rvTED ATTACH PARTITION TO FLOOR. INSTALL PARTITIONS 50 THAT Goods INFORMATION __ __ THEY CAN BE ALTERNATELY RAISED 4 LOIIERED AS REOV,TO VENDOR AND D56 GPM FOR ALLOW BOTH ACCESS THROWH CON57R11C710N ZONE DURING 345 Court Street DIRECTION. Coraopolis,PA ISI08 BUSINESS,AND TO PREVENT DUST MIGRATION INTO SALES FLOOR (P)724.273.3400 � ExISTINU FLOOR OUTLET TO BE WHILE CONSTRUCTION IS UNDERWAY. PATCH 4 REPAIR GEILIN6$ REMovED AND CAPPED,PREPARE FOR AS REO'D ONGE PARTITIONS ARE REMOVED. SEE DETAIL THIS �L ® NEW FLOORING. SHEET.G.O.TO COORDINATE FINAL LOCATIONS AND EXTENTS WITH • 056 C.M. INSTALL DUST PARTITIONS IN A MANNER THAT MAINTAINS MAINTAINS ACCESS TO PATHS OF EGRESS.SEE GENERAL NOTE«I2. NOTE:ALL EXISTING FOOTWEAR FIXTURESND GRAPHICS TY BE PAINT STRIPES TO BE REMOVED IN THEIR I REMOVED N THEIR ENTIRETY; ENr1RE7Y;COORDINATE FINISH 2.VENDOR a3 TO REMOVE ALL EXISTING FLOORING(INCLUDING COORDINATE STORAGE/REMOVAL REQUIREMENTS WITH VENDOR FOR TRANSITION STRIPS WHERE THEY OCCUR)TO EXTENT SHOWN IN WITH 056 VENDORS WTALLATION of NEw FLoaRIN6.FATCH DEMOLITION PLAN(UNO).VENDOR>t3 70 INFILL A5 REQUIRED& AND REPAIR ADJACENT VCT AS REQUIRED. PREPARE SLAB FOR NEW FLOOR FINISHES. REFER TO SHEET IO E%15TIN6 T'fPE A BLOCKING TO I EXTENTS OF CONSTRUCTION A-2.OFOR NEW FINISHES. BE REMOVED FROM EXI5TIN6 I — — � / / / / / 3.REMOVE EXISTING WALL MOUNTED FIXTURES AND GRAPHICS WIALL:RRLPARE P09491 LFINISH; — — — — ISTIN6-HFBAYS/F✓=ND N FBO•.::.°— REFER TO ARCHITECTURAL FOR I TO BE REMOVED/RELOCATED R FUTURE C AND STORE FOR REUSE A5 DIRECTED BY 056 PROJECT ADDITIONAL INFORMATION I RE-USE;COORDINATE STORAGE/IREMOVAL WITH MANAGER.SEE NEW D56 PROVIDED FIXTURE PLANS FOR ANY V56 VENDOR.REFER TO ARCHIi'EGTIRAL FOR FIXTURES AND GRAPHICS TO BE RELOCATED.DO NOT DISPOSE OF w O ADDITIONAL INFORMATION. FIXTURES OR 6RAPHIC5 WITHOUT V56 APPROVAL. W (`P, NOTE:EXISTING SLAB TO MEET 56 Ir r-t p CONCRETE SLAB TOLERt?ICES-SEE 4. SAWCUT SLAB A5 REQ'D TO INSTALL NEW FLOOR BOXES AND EXISTING PARTITION TO BE CONDUIT FOR FIXTURE. SEE ELECTRICAL PLANS FOR LOCATION. SPEC.REMOVE OR ENCAPSJLA REMOVED TO EXTENT5 SHOWN. EXISTING ADHESIVES TO MAKE ORS PREPARE OPENING FOR NEW READY TO RECEIVE NEW FLOOR N6. 5.REMOVE EXI5TING GRAPHIC5 BY G.G. DO NOT DISPOSE OF RATED H.M.DOOR FRAME. PATCH 4 REPAIR AS REQ'D. FIXTURES OR GRAPHIGS WITHOUT APPROVAL OF D516 P.M.FXI ~i /57////RING 7j MAIN. /` —4 O TRACK LI6HTIN6 TO BE REMOVED AND STORED F+y m FOR REUSE AS INDICATED-RE•••rrrFFF����IER TO ARCHITECTURAL FOR ADDITIO INFORMATION. F+t SEE AB.0 AND ELECTRICAL F LOCATIONS OF NEW,EXISTING AND RELOCATED Ix1URE5. iiii iRAN ii LL. z E ' EXISTING FLOORING AND RANSI ION TO BE ON 6 REMOVED TO EXTENTS REQUIREQ COORDINATE NNq� EXTENTS OF FINISH REQUIREMENTS WITH VE OR FOR O CONSTRUCTION I INSTALLATION OF NEW FLOORI �/\H^^j \/ V � � • 7 EXISTING FLOOR FIXTURES TO BE / — B — �� — — REMOVED AND STORED FOR REUSE. — — — — — O N M O EXISTING FLOORING N TO REMAIN • IL m 3 v 0 PERMIT SET 02.03.23 x o MJM 22487 • to 0 U Q 0 E — — — - - A al Z • 0 -or 0 Ul LL CITY APPROVED PLANS This drawing and the design shouen is Reviewed for Code Compliance anhitetttThe,epnn tio. (� copying or use of this drawing Y with oat their—in en consent is DEMOLITION PLANS MUST BE ON JOB SITE will be snnid to legaiaction. a D1 FLOOR PLAN pro i Ite an any final rti . N 5GALE 5/52"=1'-0" FOR ALL INSPECTIONS DEMOLITION PLANS N E &NOTES Page 4 of 31 ®1.0 a N Lot 3 WALL LEGEND ~ Z4 3 ALSO REFER TO ENLARGED FLOOR PLANS 4 INTERIOR ELEVAnm SHEETS FOR WALL SIBS 4 SECTION TAGS L �} EXISTNG OML.WALL CONSTRUCTION MFB2 TO WALL SECTIONS FOR MORE RSORMAnow 'T- EASTINS EMU.WNW.CONSTRucTION n/FURRIN5 4 GYPSUM WARP V (REFER TO KILL SEGnON5 FOR MORE I FORHAnav EXISTING 6 A WALL CONSTRUCTION w/FACE BRICK Q (REFER TO KA L SECTIONS FOR MORE NBaa+AnON) EXISTING,GYPSUM BOARD 4 PETAL STUD WALL CONSTRUCTION (REFER TO EtirReeD FLOOR MANS FOR NOMINAL KAL THIC14NESS) ARCHITECTURE o r,to GYPSUM BOARD 4 PETAL 51110 WALL CONSTRUCTION ENGINEERING ® (RED RLOO TO ENLARGED R PLANS FOR NOMINAL WALL THICKNESS) PLANNINGw�mim:;�n:�o x�l REFHt TO 5x�r Aso roR PAR.nnoN TYPE INFORMATION AS NOTED GRAPHICS CHAIN LINK FBYE S'F RRE GENERAL NOTES LICENSED ARCHITECT I. FOR WOOD BLOCKING REYJIIR@BnB,6C.SHALL REFER TO SPECIFICATIONS 7 SHEET A21. �q-0^c371V4 2 DIMENSIONS OF WALLS ARE FROM FINISHED FACE TO FINISHED FACE UNLESS NOTED 07HCRKW- S. PROVIDE SOUND GATT INSLLATION IN ALL WALLS AND CEILINGS OF EACH OF THE FOLLOMNS ROM-FENS EAK,WOFENS,CR ROOM,OFFICES,GASH/CCUNT ROOM,AND LOSS FREVBITION. 4. ALL PLUFIBING ACCESS PANEL LOCATIONS REGAIIREP SHALL BE COORDINATED MTH PLUMBING NAATH:"t S.F..^ti:T MAKINGS,MANUFACTURERS SHOP DRAWINGS,AND V66 PROJECT MANAGER. S. 6C.SHPLL INSTALL FIRE BLOCKING PH7 DRAFT STOPPING IN GOFBIYTIBLE f.ONCEPL®WALL LOCATIONS EVVZr 10'-0 oz.BOTH HORIZONTALLY 4 VERTICALLY AS REG UIRED BY CODE. G. AL50 REFER TO 5VEE75 N2o TRII N2.1 FOR ADDITIONAL RE'TREfIGE5 TO WALL SECTIONS EXISTING /TO REMAIN NEW 12"STRIP BORDER Ex1srING 9)®PERIMETER TO BE ROOM FINISH SCHEDULE TO REMAIN N-6 PERPENDICULAR TO TILE ROOM PATTERN(ttPJ NO. ROOM NAME FLOOR BASE CEILING COMMENTS �� NEW PATGH/REPAIR r 7 ' NEW AS STRIP 101 SALES - - - REFER TO FLOOR 10 TRANSITION — — E REQU,RED E FINISH PLAN 4 INTERIOR CORK pg - ELEVATIONS FOR ID 1 FINISH[s r XS POWER FOR ® D 105 CORRIDOR V-40 5-50 OL-I 1 105 1 5 SHOE RUNNER 1 F AON-It- L WITHIN WALL ALO 1 J 1 I 51M. NIT STOCK ROOM CS - EXPOSED 2'P-54 PAINT STRIPE Al I L NO FINISH AT I5-0"A.F.F.;ALL GYP.WALLS WITHOUT RACKING HAVE 1 1 J FLYWOOD WAINSCOT 1 I EX5 .«. srs 1 1 1 A5 PER NOTE><I2 I� I FLOORING MAT W/SEWN ON PLAN. REFER TO F-1 INSTALL GYPSUM IN ALL AREAS TRANSITION STRIP EDGE TRIM 1 THAT ARE EXPOSED FROM I Al INSTALLED OVER WOOD PLANK NOTES REMOVAL OF FIXTURES AND I I FLOOR- BY VENDOR#3 1 BLOCKING A;PREPARE FOR NEW 1 RATED WALL FINISHES. 1 I 1 I. AS AN ALTERNATE FOR PLASTIC LAMINATES,THE GENERAL CONTRACTOR MAY PROVIDE 1 I EXISTIN6 FX15TINS THERMOFUSED MELAMINE PANEL AS MFGR'D BY VENDOR 01. ALL PANEL COLORS MUST FOOTWEAR AISLE 1 MATCH THOSE OF THE PLASTIC,LAMINATE COLORS LISTED IN FINISH SCHEDULE. ALL FLOORING PLASTIC LAMINATES AND MELAMINE FINISHES ARE MATTE(UNLESS OTHERWISE NOTED) I I TO REMAIN • 1 I 1 I N NEW POWER FOR SHOE 2. SEE DETAILS OF TRAN5ITION STRIPS ON SHEET A5.0. 1 RUNNER SURFACE 1 STOCKROOM? 1 MOUNTED TO I 3. PAINT ALL EXPOSED SALES FLOOR CEILING AREAS A5 REQUIRED IN A FLAT FIN15H. ALL COLUMN I 1 EXPOSED DUCTWORK,WIRING,CABLES,ELECTRICAL BOXES,EMERGENCY LIGHT BRACKETS,ETC.,IN THESE AREAS PAINTED TO MATCH. HIM EXISTING — — D 4. ALL EDGES OF ALL TRIM BOARDS AT EDGES OF SLATWALL THROUGHOUT 57ORE ARE TO BE PAINTED BLACK.ALL OTHERS TO MATCH FINISH ON FACE OF TRIM BOARDS. ' 1 1 I I 5. INSTALLATION OF SLATWALL TO ADHERE TO MANUFAGTURER5 RECOMMENDATION5 AND EXTENTS OF 1 1 MAINTENANCE SPEGIFIGATIONS. 001,15TRUCTI ON 1 1 I NEW 1 6. NO COLOR OR MATERIAL SELECTIONS(INCLUDING FLOORING,CARPETING,PAINT,PLASTIC D i c k's 1 I NOTE: �j5 LAMINATE,METAL FINISHES,ETGJ ARE TO BE SUBSTITUTED WITHOUT PRIOR WRITTEN Sporting APPROVAL OF DICKS, EXISTING STEEL COLUMNS WITHIN 1 Goods EXTENTS OF CONSTRUCTION TO I T. REFER TO SPEGIFIGA71ONS FOR PAINT FINISHES OF ALL MATERIALS AND SURFACES. 345 Court Street Corao1 8. PAINT 2"GREEN STRIPE(P-34)IN ALL MAIN STOCK ROOMS 4 RECEIVING®15'-O (I'MC o 3.3 0 NSNOH BE PAINTED P-112. 1 NEW "A.F.F. (P)724.273.3400 TO BOTTOM OF STRIPE ARg1ND ENTIRE PERIMETER.WORK ROOM(IF USED)AND GOLF STOCK STRIPE TO BE®12'-O"A.F.F.;ALL GYP, WALLS IN STOCK AREAS TO HAVE 1 LEVEL 2 FINISH ONLY.NO PAINT OTHER THAN THE STRIPE.REFER TO All.O FIXTURE PLAN. � 1 9. PAINT ALL WALL LOUVERS TO MATCH ADJACENT WALL FINISHES. l 0 1 I 1 10. PREPARE EX15TING AND NEW CONCRETE 5LA55 FOR INSTALLATION OF NEW WOOD, 1 RESILIENT TILE,CARPET AND EXPOSED CONCRETE FLOORS. GRIND OFF ALL HIGH I 5POT5. FILL ALL LOW SPOTS,HOLES AND CRACKS WITH CEMENT-BASED,POLYMER MODIFIED,SELF LEVELING PRODUCT THAT CAN BE APPLIED IN THICKNESSES FROM I/8" 1 I a AND THAT CAN BE FEATHERED AT EDGES TO MATCH ADJACENT FLOOR ELEVATIONS. 1 55 1 COMPRESSIVE STRENGTH NOT LESS THAN 4000 P51. POWER AND DATA SURFACE MOUNTED TO COLUMN FOR I 1 11. ALL MILLWORK TRIM TOUGH-UP TO BE BY G.O. AOS STATION AND .--I 1 I SHOERUNNER 12. PROVIDE 4'HIGH 3/4"PLYWOOD WAINSCOT IN STOOK ROOMS AROUND PERIMETER W 1 I EXTENTS OF EVERYWHERE THERE 15 NO SHELVING OR RACKING ON GYP.BD.WALLS.COORDINATE 1 I 1 I EXISTINb GONSTRUGT ON LOOATION5 WITH VENDOR#15. w Iy M I 1 I 1 �rr� C 13. REFER TO THE AI2 SHEETS FOR EXTENT OF BASE. co 1 I I ISTING G'-0. 14. G.C.TO PAINT ALL EXI-05ED SALES FLOOR CONDUIT INCLUDING DROPS FOR BA 4 CON. FOOTWEAR EXISTING CONDUIT PAINT COLOR TO MATCH ADJACENT SURFACE(WALL,CEILING,COLUMN,ETC.) 04 a/ 1 1 I FLOORING AISLE DROPS SUSPENDED FROM CEILING ON SALES FLOOR AWAY FROM A VERTICAL SURFACE O N TO REMAIN SHALL BE PAINTED TO MATCH CEILING. IN TALL GYPSUM IN ALL AREAS 1 I IN NEW TH�T ARE EXPOSED FROM I I STOCKROOM. 1 15. INSTALLATION OF FINISH FLOORING MUST BE COMPLETE BEFORE PERMANENT FIXTURES y R OVAL OF FIXTURES AND 1 AND CASEWORK ARE INSTALLED(THIS INCLUDES PORTAL WALLS).THE INTENTION 15 THAT Z: I-4 Q v7 BLIDCKING A;PREPARE FOR NEW M I FIN15H FLOORING RUN UNDER FIXTURES AND CASEWORK,AND TIGHT TO WALLS.FAILURE 1 I R TED WALL FINISHES. I TO DUE 50 WILL RESULT IN THE Cr AND/OR FLOORING VENDOR TO RETURN TO ADHERE w 1 TO THIS REQUIREMENT AT NO COST TO TENANT £ I 1 1 I FLOORING MAT W/SEPAI ON a I 1 TRANSITION STRIP EDGE TRIM M `3 a I INSTALLED OVER WOOD PLANK 0 � � � POWER FOR r FLOORING BY VENDOR><3 N Ic SHOE RUNNER DI .� CD u **_ _] WITHIN WALL 5 AID Oi r '� LL r ExIsrING rn 1 1 TO REMAIN NEW PATG VREPAIR v L 1 TRANSITION STRIP A5 REQUIRED G-ONSTRU.TION 1 PERMIT SET NEW 12'STRIP BORDER 1 B — — 1— (V-059)0 PERIMETER TO BE — — — B 02.03.23 — _ PERPENDICULAR TO TILE ' — — 7A PATTERN(TYPJ VINYL WOOD V-40 MJM 22487 N PLANK FIELD od FLOORING. 0 ROM 70 BE C) STAGGERED. ® ADDENDUM#1 0 (T�� 02.23.23 oEXISTIN6 EXISTING E TO REMAIN TO REMAIN 0 o WORKPOINT FOR 6' 5TART OF FIELD FLOORING. O O o I I NEW 12"STRIP BORDER(1-69) NEW NEW ®PERIMETER TO BE I I I I ITY A R VRDLEA(K15 co Reviewed r e Compliance sh—I th""^the design shown is[he RroyerrY of the E ISTING EXISTING architect Thereprodu,0on, "tasnig o 1 -22 ANS EON JOB SITE prohibited wN b'eed and any infringement FOR ALL INSPECTIONSto N N t ARCHITECTURAL ARCHITECTURAL ARCHITECTURAL Al FLOOR PLAN A1.1 FINSH FLOOR PLAN D1 BORDER DETAIL Page 5 of 31 SCALE I/8" 1 L FLOOR PLAN &FINISH FLOOR PLAN O SCALE /&"=P-O" SCALE 1/2"=1'-O" A1.0 a_ IV V1 G.L.TO P1.111 RVIDE V 2 3 4 2 3 4 1100 LONUOUS MVBLO�KIHS WOO YJ SJRFAGE MTED F" TO STUDS T Y Z � u m Q m � 6.0.TO PROVIDE ZX4"CONTINUOUS m v ARCHITECTURE EL RFACE M SU OUNTED = ro ENGINEERING 37204itE to yr T05ND5 m r y PLANNING F — GRAPHICS a m_ '•NOTE: FOR LOZIER PRODULTS,GC NEEDS TO ADD 2-TO DIMENSION5 PER RUN(I"EA.END)TO ALGOUNT FOR LAST UPRITE.COORDINATE DIMENSIONS WITH VENDOR#1 LICFPiS=D I ARf:HT�CT LOZIER a-e^w A BLOCKING DETAIL NOT TO SCALE AA LOORDINATE BLOCKING NEEDS WITH VENDOR kl TO ALIbN WITH LIGHT BOX; REFER TO D2/AI2.2a d u 6.0.TO PROVIDE V CONTINUOUS 5/5"PLYWOOD 133 _ BLOCKING SURFACE t0 MOUN MOUNTED TO STUDS UP TO j O � � 0 E m �2I E RE — — — BLOCKINGA t — — C /— — r — — — E � + —T — _ FSFW LIGTHBOX D BLOCKING DETAIL ((`��pp GRAPHIC BY NIK EXISTING IOSRID I � 'm LIGHTING IN g _ NOT TO SCALE EGRESS 8,-0„ El a I CORRIDOR ro I = RELo o REMAIN RE RELO L is n e A. VENDOR BLOCKING NOTES o RELO E ALIGN PROVIDE BLOOKIN6 FOR FIXTURES AS INDICATED IN DETAILS.COORDINATE Al Al -� ALL BLOGKIN6 WITH VENDORS. F.R.T.BLOGKIN6 TO BE INSTALLED IN RATED(IF • APPLICABLE)d EXTERIOR WALLS. ADDITIONAL BLOCKING 15 REQUIRED A5 PER m DETAILS THIS SHEET. El n RELO El rY I � oa e, — — � I — — D — — — E — DLL — Dick's Sporting Goods 345 Court street a, RELO Coraopolis,PA I5108 C) El a E (P)724.273.3400 Cz m Q o �OF DECK � E TOCK g ALES /� PALNT P-TIRO) CENTER LI&HT5 BETWEEN �� RACKING,ttP. E I I I I F• ,� I I � Hwp l/� LEGEND w M — — C I — Cj 5YM50L DESCRIPTION 3 N RE OTOE 0 EXISTING PENDANT HI-BAY L16HT FIXTURE TO REMAIN.El - Q N [.0 RELOCATED PENDANT HI-BAY LIGHT FIXTURE — X yy Q EL0(REFER TO ELECTRICAL)MOUNTED TO MATCH EXISTING. z _4 EXISTING TRACK LIGHTS,TO REMAIN. y w z E 11�El co 6�I ALIGN r� RELOCATED TRACK LIGHTS,MOUNT BOTTOM OF TRACK M RELO REL REL _ I TO MATCH EXISTING. (REFER TO A EGTRICA) V I� • N u�El -�' l'-O" WALL MOUNTED LIGHT FIXTURE AT 8b"AFF N L GRAPHIC BVNIK O TO BOTTOM OF FIXTURE.CENTER ON FOCAL b'-ei I WALL. N 4--0-LED LINEAR LUMINAIRE,PENDANT BLOCK A I } I m MOUNTED UNLESS NOTED OTHERWISE(IS'-0" • CEILING MOUNTED EXIT SIGN LIGHT FIXTURE N I RELO !REFER TO ELECTRICAL) PERMIT SET E SURFACE MOUNTED EXIT SIGN AND LIGHTING (REFER TO ELC-GTRIGAL) B (REFERITO DOCKELECT LIGHT 02M03 23 N J • r% 22487 o EXTERIOR SECURITY L16HT FIXTURE. (LOCATED AT ALL EGRESS DOORS) [� EXTERIOR WALL MOUNTED LIGHT FIXTURE. ADDENDUM q1 o (REFER TO ELECTRICAL) 02.23.23 0 o EXTERIOR SECURITY L16HT E (REFER TO ELECTRICAL) 0 _ - 5/8"GYPSUM BOARD CEILING PAINTED P-10 UNLE55 OTHERWISE NOTED Q • (REFER TO PLAN FOR HEIGHTS) o MELAMINE CEILING-ARCHERY RANGE 0 p (REFER TO PLAN FOR HEIGHTS) N at 2'-0"x 4'-0"SUSPENDED ACOUSTICAL CEILING Q LL c CITY-ARPRO VED PLANS -- CEILING HEIGHT This drawing aad the aesig22 E ewed for Code Comoliance arehitecttThe,ep,on efio, CEILING FINISH a LOCATION Pwpying or as,of this dr—mg on nuea anaWanYemmngement t` will be subject to legal action. FOR ALL INSPECTIONS GRAPH CS ARCH.BLOCKING AND N ARCHITECTURAL ARCHITECTURAL REFLECTED I CEILINGNPLA N A2.2 1 GRAPHIC PLAN A3.0 1 CEILING PLAN AND DETAILS 5GALE 1/5"= I'-O" Page 6of31 A .2 9` N 61/4" 55/4' VARIES DOOR AND FRAME SCHEDULE 1I/4" I/2• 47/6" I/2' 5 4R.O! 2112 R.O. 2 2 R.O. INTERIOR ADAD 2" 2 DOOR JAMB HEAD W HARDWARE (REFER TO ADA.O / \ NO. LOCATION TYPE MATERIAL SIZE MAT'L TYPE MAT'L TYPE SET NO. RATING REMARKS FOR MOUNTING ~ 5/6'6YPSIUM BOARD ON 5/8'GYPSUM BOARD ON 5/6"GYPSUM BOARD ON // REQUIREMENTS)- NO. _ 6"METAL STUD FRAMING Al (SEE NOTE 21) 3 5/8"METAL STUD METAL STUD FRAMING \ \ / \ V // \\ 3/4"SLATKALL MAY 105 FRAMED OPENN6 'Ex1T','R[STROOMS'�� 3/4"SLATHALL MAY 3/4'SLATWALL MAY -'� \ -'� \ / \ w / \ .4 CORRIDOR G HOLLOW METAL 4'-O"x l'-O" H.MTL. J-2 SIM. H.MTL. H-2 51M. 18 105 Q OCCUR,EITHER SIDE,SEE �l �� \ OCCUR,E17MR SIDE,SEE OCCIA2,EITHE-R SIDE,SEE a a a / \ �v INTERIOR ELEV. PAINTED H.M. PAINTED H.M. n o \ ry o \ n o / \ Ila FOOTWEAR/STOGKROOM G HOLLOW METAL 3'-O"x T-O" H.MTL. J-2 SIM. H.MTL. H-2 SIM. 4.0 SIM I-Hp. NO ELECTRIC,MAG HOLDER a iv INTERIOR ELEV. INTERIOR ELEV. st FRAME iv FRAME iv - - LL - m ARCHITECTURE PAINTED H.M. r " / r J / r \ " / a \ / Illb FOO7WEAR/STOGKROOM G HOLLOW METAL 3'-O"x T-O" H.MTL. J-2 SIM. H.MTL. H-2 SIM. 4.0 51M I-HR. NO ELECTRIC MAC,HOLDER l llb " `"T"s FRAME DOOR DOOR n CpORpIµATE o / o / o \ / \ / _ ENGINEERING 1p, "sz44a 1 / `D Illc NO ELECTRIC MAG HOLDER 111c PLANNING .,.,..mim,.�h"o H16H IMPACT 5= REINFORCING OF FRAME / \ / FOOTHEAR/5TOCKROOM G HOLLOW METAL 3'-O"x T-O" H.MTL. J-2 SIM. H.MTL. H-2 51M. 4.0 51M I-HR. DOOR DOOR MAY AND HEAD FOR HIGH / // OGa1R,SEE IMPACT DOOR / / \ / SGgDULE ATTACHMENT INTERIOR DOOR FACES TO BE MIN.166A.STL. DOOR NOTES: ALL DOOR & HARDWARE BY VENDOR #4 UNLESS NOTED H-2 HEAD DETAIL H-3 HEAD DETAIL H-V HEAD DETAIL 1. DOOR TO BE PROVIDED WITH 16O'SHIN&HARDWARE AND"TEARDROP"IMPACT BUMPERS (TYP.BOTH SIDES OF 10. HARDWARE SUPPLER 15 TO PROVIDE A PADLOCK FOR THE ROOF HATCH AND OVERHEAD DOOR. COORDINATE LICENSE) SCALE; I/2"= I'-O" SCALE;I I/2"= '-Cr'I DOORS). ALL DOOR HARDWARE BY DOOR MF6R. KEYING WITH DICKS 5PORTIN6 GOODS. I ARCHITECT SCALE; I/2"=I'-O" ® H.M. DOOR $ FRAME ® DUAL-AOT1N6 2. DOOR TO HAVE ELECTRONIC DELAYED EGRESS PANIC DEVICE A5 ALLOWED PER CODE(IBC SECTION 1008.1.8.6). II. FRAME LOCATION FLUSH WITH IN51DE WALL(COMPACTOR DOOR HAS 180°5WIN6) t„K_g>,,;;;L'4 NOTES DEVICE TO BE HARDWIRED AND TIED INTO FIRE ALARM SYSTEM. DOOR TO HAVE 15 SECOND DELAY. P05T 12. FINAL KEYING BY DICKS SPORTING GOODS. 1. SEE HEAD DETAIL FOR FRAME SIZE. DOORS 516NAGE A5 REQUIRED STATING THUS:"PUSH UNTIL ALARM SOUNDS.DOOR CAN BE OPENED IN IS SEC.ONDS." 13, ALL HARDWARE SHALL BE ADA ACCESSIBLE. 3. DOOR INDICATED A5 EXIT DOOR,PROVIDE ALL NECESSARY PANIC HARDWARE S ALARMED EXIT UNITS(A5 PER 14. PROVIDE LOOK SETS AT ALL FITTING ROOM DOORS.(AS PER SPECIFICATIONS) 2.DOORS THAT REQUIRE DOOR SPYS:MOUNT(1)AT 43"AFF MAX(TO SPECIFICATIONS) 15. DOOR IS INFRARED SENSOR OPERATED AUTOMATIC SWING OR DOUBLE SLIDERS. SEE NOTE#4. 5/8"GYPSUM BOARD BOTTOM OF GLASS)AND(1)AT 60"AFF;LOWER EXIT DEVICE TO 4. AUTOMATIC SLIDE DOOR MFGR.TO PROVIDE ALUMINUM THRESHOLD ADA APPROVED WITH SLIDE DOOR lb. DOOR ROUGH OPENING INCLUDES AUTOMATIC OPERATORS. ACTUAL DOOR HEIGHT 15 T-O"HIGH. Z. 5/8'6YP5UM BOARD ON ON 6'METAL STUDLEAR SPY;REFER TO DOOR HARDWARE SCHEDULE. ASSEMBLY. DOOR CONTRACTOR 70 INSTALL. 11. DOOR FRAME 15 5"0"X V-O". WOOD DOOR 15 HUNG AT 12"AFF. 2' D.O.D METAL STUD FRAMING FRAMIN6 2" 12, 5/8"6YP5UM BOARD ON 5. METAL THRESHOLDS FOR PERIMETER WALL EXIT DOORS SHALL BE ALUMINUM,WEATHER RESISTANT,AND A.D.A. 18, DOOR HARDWARE PROVIDED BY VENDOR#20. FUNCTION:TO BE KEY-LOCKED EXTERIOR,ALWAYS UNLOCKED oc SLAITHER MAY COMPLIANT(A5 PER 5PECIFICATION5) INTERIOR. ----� = 3 5/8'METAL STUD 3/4'SLATWALL MAY OCG1R,EITHER SIDE,SEE FRAMING 2' DOA OGGUR,EITHER SIDE,SEE 6. INSULATED DOOR w/PERIMETER WEATHER STRIP. (AS PER SPECIFICATIONS) Iq. DOOR REQUIRED TO HAVE PANIG HARDWARE AS REQUIRED BY NEC CODE. REFER TO SPECIFICATIONS. INTERIOR ELEV. THALL MAY _____ INTERIOR ELEV. T. G.C.TO ADJUST CLOSERS ON ALL INTERIOR DOORS TO A MAXIMUM OPENING FORGE OF 5 LES.ADJUST CL051N6 20.DOOR HARDWARE PROVIDED BY VENDOR#10. FUNCTION:TO BE KEY-LOOKED EXTERIOR,ALWAYS UNLOCKED EITHER SIDE,SEE _ v SPEED 50 THAT THE TIME FOR THE DOOR TO MOVE FROM q0°TO 12°FROM THE LATCH 15 NOT LESS THAN 5 INTERIOR ELEV. ADJUSTABLE�"ME 1 DOOR TYPES PES SECONDS. 21. REFER TO SPECIFICATION SECTION 10440 FOR INTERIOR SIGNA6E PACKAGE VENDORS. ADJUSTABLE JAMB ANCHOR 8, UNDERCUT DOOR BY IN. 22.G.C.TO INSTALL DOOR AND FRAME AND PAINT BOTH P-34(BOTH SIDES OF DOOR.) ADJUSTABLE JAMB SCALE I/4"= I'-O" w r ANCHOR 'v � q. COORDINATE SIZE AND SPECIFICATIONS WITH COMPACTOR MANUFAGTIRER. DOOR TO HAVE 180°5WIN6 AND m r MAGNETIC HOLD OPEN AS SPECIFIED. m a HIGH IMPACT DOOR MAY 1DOOR OCCUR,SEE SGHEWLENTERIOR FIN, HE FOOTED T.14.2Q14 PAINTED HM. CONTINUOUS BEAD OFD HM. PAINTED H.M. KEY MATERIAL DESCRIPTION KEY MATERIAL DESCRIPTION FRAME FRAME SEALANT,BOTH SIDES FRAME C-1 CARPET-THROUGHOUT SHAH PATGRAFT-BL 0312P-O MDF MEDIUM DENSITY FIBER BOARD-TRIM AND BASE PAINT GRADE -2 JAMB TAIL J-3 JAMB DETAIL G-2 TURF FIELD-PUTTING GREEN SOUTHWEST GREENS-PROTURF-MR-4200 NMDF THERMOFUSED MDF MOCK CLEAR SCALE;1 1/2"= O' SCALE;1 /z.=I'-°" J-6 JAMB DETAIL z G-3 TURF FRINGE-GLEATS/PUTTING GREEN SOUTHWEST GREENS-FRINGELOW-NFUP f MDF-PP DOABLE DENSITY MDF LOCAL SUPPLIER-PAINT GRADE SCALE;I I/2"=I'-O" o G-5 FORESIGHT SIMULATOR WALLS HYTEX RIB BLACK#19-33 UBG 8-2/42-2 ML-I THERMOFUSED MELAMINE PANEL WHITE-PROVIDE WHITE PLASTIC GAPS OVER FASTENERS p_I VINYL GOMP051T ON TILE ARMSTRONG IMPERIAL TEXTURE COLOK SHELTERT PLY-1 FRT PLYWOOD SHEATHING 1/2"x 4'x 8' F-3 VESTIBULE-CARPET TILE PATTERN-HEARTY M055 FOHER POINT(REFER TO SPECS) M7-52 METAL-GENERAL FIXTURES TIGER DRYLAG Pl GLIMMER F-4 TILE LODGE AND ARCHERY ARMSTRONG#51g25-ASH GRAY w M7-54 METAL-LODGE HUNTING CABINET PANELS 6K1?METAL FABRICS-ELLIPSE 52-AISI TYPE 316 STAINLESS STEEL f DOOR V-21 VGT-AISLE STRIPES ARMSTRONG-STANDARD EXCELON IMPERIAL TEXTURE-51813-PUMPKIN ORANGE SGHLUTER HOLLOW METAL V-22 VGT-THROUGHOUT ARM5TRON6-STANDARD EXGELON IMPERIAL TEXTURE-51115-GHAROAL SCHIENE EDGER; FRAME V-21 VINYL HOOD PLANK FLOORING SHAH-015W,COLOR:02124 LIGHT MAPLE;UNCOMMON GROUND 4 o WD-22 CEDAR WOOD PLANKING(MALL ENTRANCES ONLY) 6"TONGUE AND GROOVE:CEDAR AND MISC.TRIM S BASE. IN57ALL PER V-2g LVT"WOOD"FLOORING CENTIVA-NIKE BLEND(4"X36'PLANKS);D5X56b1FR5E S DSX5102FR5E BLEND WD-33 WEST COAST STORES ONLY WHITE OAK-50LID HARDIHOOD SAWN-OOD-QUARTER SA -6"WIDE MANUFACTURERS VINYL EDGE GUARD VINYL ADAPTOR VINYL REDUCER 50 INSTRIKTION V-50 VINYL WOOD PLANK FLOORING SHAH-018N;COLOR:02124 LIGHT MAPLE;UNCOMMON GROUND 4 BRK-2 REFER TO SPECIFICATION SECTION 048102.01 C FOR _MALL 51DE 1/2"MODULAR THIN BRICK;MORTAR:LA FARCE-(ARGOV BLUSH-NON-FADIN6 V.G.T.;RAMP UP To CARPET SEALED GONG. CARPET VC 7 VC.T SEALED GONG V-40 VGT-THROUGHOUT ARMSTRON6-STANDARD EXGELON IMPERIAL TEXTURE-51gO4-5TERLIN6 BRK-4 ACCEPTABLE BRICK MANUFACTURERS AND COLORS 1/2"MODULAR THIN BRICK;6ROUT:LATICRETE 1500 SANDED GRCUT-COLOR 21:HEW • GC-RAMIG TI TOP OF THRESHOLD SALES FLOOR AT 2%SLOPE MAX. V-45 VINYL HOOD PLANK FLOORING-FOOTWEAR SHAH-0033V;DOLOR:021g8 SHOE 1" B-50 RESILIENT BASE-b"VINYL COVED JOHNSONITE#40 BLACK V-69 VGT-BORDER ARMSTRONG-51110-CLA551C BLACK-12"x 12" TS-10 T53 TS-4 TS-5 VF-27 EOF LVT SHAH CONTRACT,INLET Og26V,51-INLET 26140 GL-I ACOUSTICAL TILE ARMSTRONG-FISSURED#155,24"x 45"x 5/8"LAY IN TILE-COLOR TO BE WHITE R-21 EVER-LAST EL-02 GRIPPIN GREY 10 GRIPPIN GREY"10"-3.5 MM m CL-2 GYPSUM BOARD CEILIN6 PAINTED P-10 UNLESS NOTED OTHERN15E-REFER TO A3.0 TRANSITION STRIPS T-I 12"x 12"CERAMIC TILE AGP-DSG BEIGE#1015056 T5-3 VINYL JOHN50NITE-#E6-80-H TRANSITION MOULDING BETWEEN CARPET AND CS CONCRETE SLAB-NEW NEW CONCRETE FLOOR. A MINIMUM OF 2 GOATS CLEAR SEMI-GLOSS CONCRETE(SEE A2.0)-COLOR#50 FAWN SCALE 1 1/2"= 1'-0" ACRYLIC WATER BASED SEALER TO BE APPLIED. T5-4 VINYL JOHN5ONITE-#GTA-50-A TRANSITION MOULDING BETWEEN RESILIENT FLOORING 05 CONCRETE SLAB-EXISTING EXISTING GONGRETE SLAB TO BE GLEANED. A MINIMUM OF 2 GOATS CLEAR SEMI-61-055 ACRYLIC WATER BASED SEALER TO BE APPLIED. AND CARPET(SEE A2.0)-COLOR#80 FAWN F P-1 HUNTING LODGE BENJAMIN MOORE D56 GREEN: 214-413(1)GALLON,TG 3xO,OY IxO,MA--24 m TS-5 VINYL JOHN5ONITE-#RR5-80-0 TILE REDUCER BETWEEN RESILIENT FLOORING AND tii Q P-2 BIKES,FITNE55 BENJAMIN MOORE D56 RED: 214-46(1)GALLON,MA SxO,RX--24,YIN--Ib z CONCRETE(SEE A2.0)-COLOR#80 FAWN o_ P-3 BIKES,FI7NE55 BENJAMIN MOORE 142(YELLOH) T5-10 ALUMINUM SCHLUTER 5CHIENE TRANSITION STRIP BETWEEN VGT AND CERAMIC TILE IN P-5 HUNTING LODGE PITTSBURGH PAINT 6-160 FLAT WHITE RE5TROOM-ALUMINUM P-q PAINT-TOILET ROOM 5HERWIN WILLIAM5-SW0036-BUCKRAM BINDING adBT-I BASE TILE-RE5TROOM5 AGP-D56 BEIGE IOg5860-6"x 12"COVE TILE BASE P-10 PAINT-THROUGHOUT 5HERWIN WILLIAM5-5W11O2-WHITE FLOUR m BT-2 BASE TILE-RE5TRO0M5 AGP-056 BEIGE 1Og3161-3"x 12"BULLNOSE tt�AL rrP1GAL D i c k's P-12 PAINT-LODGE/OUTDOORS/FOOTHEAR/DISPLAY ROOMS 5HERWIN WILLIAM5-CUSTOM LOUISBURG GREEN G-I GROUT-RE5TROOM5 HYDROMENT-SAND BEIGE HI46-%6'JOINT RECOMMENDED Sporting D.0 P-30 PAINT-TO MATCH EXISTING DECK/STRUCTURE THROUGHOUT 5HERWIN WILLIAM5-51,iblelb FROSTY WHITE Goods 11-54 PAINT-THROUGHOUT 5HERWIN WILLIAM5-CUSTOM INTERIOR HARTFORD GREEN WT-I ACCENT WALL TILE-RESTROOMS AGP-D56 ALMOND 10113342-12"x 12"WALL TILE 345 Court street P-65 PAINT-5IKE5/PITNE55 5HERWIN WILLIAM5-D56 CUSTOM VERNAL FALLS ��HT-2 WALL TILE-RE5TROOM5 AGP-D56 BEIGE 1013086-12"x 12"WALL TILE Coraopolis,PA I5I08 P-61 PAINT-PAINT TO MATCH BRK-2 AND BRK-4 5HERWIN WILLIAM5-D56,CUSTOM BRICK 2 WC-1 WALLCOVERIN6 WOMENS D.LG000H-SYMPHONY OPUS BACKBEAT;PATTERN AZ520115;COLOR:WHITE (P)724.2733400 P-69 PAINT-FOOTWEAR 5HERWIN WILLIAM5-5H1014-5OFTAARE FITTING ROOM `SQUALL • THE GENERAL CONTRAG7OR 15 70 SELECT MATERIAL P-78 PAINT-FOOTWEAR 51HERWIN WILLIAM5-5HlObg-IRON ORE FRP-I FIBERGLASS REINFORCED PANEL-JANITOR'S SINK 015"THICK PANEL ADHERED TO WALLS,WITH PVC MOLDINGS ON 2 SIDES OF THICKNESSES BASED ON THE"SSMA PRODUCT P-84 PAINT-NIKE VENDOR SHOP 5HERWIN WILLIAM5-D56 CUSTOM PMS COOL GRAY II LIGHT MOP RECEPTOR SINK,6-0"HI6H x 4'-0'WIDE;COLOR:WHITE TECHNICAL INFORMATION"MANIAC FOR LIMITING WALL HEIGHT TABLES FOR ALL INTERIOR PARTITIONS U51NC 5 P-55 PAINT-NIKE VENDOR SHOP 5HERWIN WILLIAM5-5WA41B201-ALL SURFACE ENAMEL LATEX SATIN BLACK ��., ACV-2 AGROVYN PANEL#g211 OYSTER GRAY .040 THICK PANEL,PEBBLETTE TEXTURED,ADHERED r0 WALLS OF CORRIDORS F5F LATERAL LOAD AND MAX DEFLECTION OF L/240. P-85 PAINT-GASH TRIM 5HERWIN WILLIAM5- 5W6ggl;BLACK MAGIC TO STOCKROOM(REFER TO ELEVATIONS) 5/8"GYP,BD. EX15TING 5/8"GYP,BD, P-ql PAINT-UNDER ARMOUR SHOP 5HERWIN WILLIAM5-NEBULOUS WHITE 5MO63 � 06-2 AGROVYN CORNER GUARD#929 OYSTER GRAY MODEL#55M-20-.040 PEBBLETTE TEXTURED,ADHERED TO OUTSIDE CORNERS NOTE: REFER TO INTERIOR ELEVATIONS(AI2 SHEETS) (FINISH AS SCHEDULED) ,. (FINISH A5 5CHEDULED) P-94 PAINT-THROUGHOUT 5HERWIN WILLIAM5-D51,CUSTOM PEGBOARD SILVER IN CORRIDOR,SUPPLIED WITH ALUMINUM RETAINER AND TOP/BOTTOM ENDGAP5 FOR ANY ADDITIONAL REQUIRED FIN15HE5 AND TO P-103 PAINT-WOMEN'5 FITTING ROOM 51HERWIN WILLIAM5-5101046-ANONYMOUS LOCATE LOZIER FIXTURES 50 AS 70 IDENTIFY EXTENT b"IbMiL.STUDS P-112 PAINT-WALL/COLUMNS THROWHOUT SALES 5HERWIN WILLIAM5-PROMAR 200 ZERO VOG INTERIOR LATEX-FLAT FAB-3 FABRIC-GUNS FIXTURE WALLS WOLF GORDON;TUDOR CITY;682163621/FOG OF GYPSUM BOARD(NOT REQUIRED BEHIND COZIER "o.c. W O FROM IT-qNG E W tt ® 5W1044-AMAZING GRAY k~ AND BELOW P.U.N.O-REFER 70 P-112a PAINT-BOTTOM OF DECK/STRUCTURE THROUGHOUT SALES 5HERWIN WILLIAMS-FLAT DRYFALL-5W1044-AMAZING GRAY N W re-,,BLOCKING DETAILS ON A2.2) EX15TINC MTL.5TUD5 M W �j ®16"o.c. P-131 PAINT-TEAM SPORTS 5HERWIN WILLIAM5-5H0048 SUNGLEHOU5E BLUE 3 �I 00 P-152 PAINT-LODGE 5HERWIN WILLIAM5-5W6145 THATCH BROWN m N P-133 PAINT-BIKES AND FITNESS 5HERWIN WILLIAM5-5H6656 HUSKY ORANGE a x n W I� sD ju FL-31 WORK SHOP FORMICA-118-58-FINI5H OAK TO MATCH ANTIQUE ASH �•I �/ _ f PL-42 NIKE VENDOR SHOP PIONITE-SEIOI-SUEDE BLACK N G.i FL-50 TEAM SPORT5 TRIM PIONITE-WP210 RURAL PINE a" O ix F i� O L a FL-51 GOLF/BIKES 4 FITNESS-TRIM FUNDER ACHIEVA#224-04;COLOR:NINA MAPLE;FINISH:SUEDE Z Q N a PL-55 FORMICA BLACK;qOq-42;CRYSTAL Q w PL-62 WOMEN5 FITTING ROOM-TRIM FORMICA#5626;EARTHEN TWILL y w Z @ HEW 5/5"GYP.BD. �I M v (FINISH AS SGHEWLED r) I� p V [� • Al HARDWARE GROUP#04.0 SIM. -- "� NON-5EGURE STOCK OR NON-5EGURE PASSAGE N N NONI Cr; � ASSEMBLY HORIZONTAL 3010 INTERIOR HOLLOW METAL DOOR RATED I 3010 INTERIOR HOLLOW METAL FRAME WELDED RATED 534 1 O INSTALL FIRE SAFING INTERIOR HINGE TA2114 4 1/2 X 4 1/2 26D 3 • IL INSULATION IN FLUTES OF rn ROOF DECK ABOVE PASSAGE SET AU 5401LN 62b I 3 STEEL CHANNEL w/ CLOSER 3501 689 I q RETAINING CLIPS FLOOR STOP 242E U526D ADD 14 GA.PLATE DOOR SILENCER 301D GREY 3 IF FOR PERMIT SET MAGNETIC HOLDER 998 689 TO DEE K RIBS�LLEL . 02.03.23 MJM 22487 HARDWARE GROUP#04.11g 51M. y a LONG-LEG SLOTTED FIRE-RATED STOCKROOM(OPEN UP TO 150 DEGREES) U DEFLECTION TRACK ANCHORED TO ROOF � ADDENDUM#1 o DECK. SECURE STUDS 3010 INTERIOR HOLLOW METAL DOOR RATED 5VR PREP I 02.23.23 m to (THRU SLOTS)TO 0 SLOTTED TOP TRACK. 26010 INTERIOR HOLLOW METAL FRAME RATED814 I INTERIOR HINGE TA2114 4 1/2 X 4 1/2 26D 8 0 SURFACE VERTICAL ROD 1110F90-LBR-36-9 X EO @ 630 2 PASSAGE TRIM AU-628F 2 CLOSER 3501 689 2 o • o PROTECTION PLATE IcI45 e"X 34"U532D 4 o NI NOT FASTEN GYP.BD. 0 p ttPICAL TYPIOAL z WITHIN MIN.SCREW ELECTROMAGNETIC HOLDER gq8 68g 2 CLEAR AREA OR INTO 6A5KETIN6 SOSOB X 25' 16 D2 i D2 � � TOP TRACK FULL WIDTH SOUND BATT MTL.STUDS®16"o.c.OR 5.0 s.o a INSULATION PER U.L.RATING. AS SCHEDULED(TYF.) 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Reviewed for Code Compliance PLANS MUST BE ON •: SITE FOR ALL INSPECTIONS N H I I MM _ V I LU I I a I ARCHITECTURE ENGINEERING 171 1 3'- C' 0%` PLANNING ..a,m.«n HOLD GRAPHICS I 01 ucENseD I g t ES 3 I I Afti;FL'TECT I Mn Ara-.r e.9a.T 3 L \ I I I I I L —J I - I I O E1 I ry IJ z E2 -'Y4 x K OPP. J N� N N N A1Y.YA x u E2 x z O J wo UP �- F R � I I O CENTERLINE OF J POWER AISLE I I o I m D3 DI DI 102'-"fy4" ¢ I FOOTWEAR Dick's FP1 FLOOR PLAN Sporting SCALE I/4" I'-0" Goods 345 Court Street D D Coraopolis,PA 15108 (P)724.273.3400 WS1 • AIYYe T.O.PAINT STRIPE p-112 P-112 T.O.PAINT STRIPE P-111 LEV.I6'-O"A.F.F. LE P7 Ib'-O'A.F.F. BV I . 'PNTAZIPE PSINT F.F. F.F. P-132 I - P-132 WOOD TRIM TO l - --- - WOOD TRIM TO GAP END OF _ LIFT d DROP 6RAPHIC BY VENDOR#b GAP END OF WALL P-T8 AINT P-78 CONTINUOUS BEHIND GRAPHIC KAL P-T8 _--- ., YELEV.IO'-O GRAPH G L EN6TH _ it SLATWALL BY 5/8"FRT PLYWOOD BLOCKING NOTE: METAL STUD WITH 6YP5UM SLATWALL BY TOLOZIER �, m B.O.GRAPHIC METAL STUDS WITH GYPSUM VENDOR#I EX METAL STUDS®Ib"O.G.; GYPSUM TO C BOARD BOTH$IDES,$EE EXTEND BLOCKING FROM FLOOR LIGHT BOX IN ORDER TO SEE PARTITION TYPES .►B.O.GYP.BD. .�✓ PANELS 8Y VENDOR#I PARTI110N 1YPE5 TO 8'AFF MAINTAIN WALL RATING. fie. M0 A � LOZIE R F BY VEND #1 - VENDOR#I PF4 PAIEL(NPJ - F Q OO I� ILi c6 BY VENDOR#I 4'-IOy2"R.O.HOLD FOR 1-16HTBOX �i O NO GYP.BD.BEHIN COORDINATE EXACT LOCATION WITH VENDOR#I O w p LOZIER(TYP. THROUGHOUT) END TRIM BY VENDOR qLl LIGHT BOX By Gi.1 N Ob"A.F.F. _ O-O"A.F.F. _ VENDOR#8 z Y FINISH FLOOR BASE Y FINISH FLOOR Q M N B-30 BASE BY VENDOR#I ✓✓ Oj BY VENDOR#1 V n b"GYP.BD.STARTS END WALL LIGHTBOX BLOCKING • " El INTERIOR ELEVATION E2 INTERIOR ELEVATION Di I DETAIL D2I DETAIL m 3 SCALE I/4"=I'-o" SCALE I/4"=I'-o" SCALE:1-1/2"=1'-0" SCALE:1-1/2"=1'-0" TJ N • O O LL N " C D PERMIT SET W82 W88 Ws2 02.03.23 � Al2YA Att2A A1YYA � T.O.PAINT STRIPE i—GENTERLINE OF P-112 MJM 22487 M YELEV.Ib'-O"A.F.F. P-112 POKER AISLE B.O.PAINT STRIPE U YELEV-15,_O„ A.F.F. .. i ----- ----- > `..-. o . .. __ ------------ VENDOR ---- DROP / ----________�_______________ _ I LIFT RAPHIG BY }.. � ADDENDUM#1 I 02.23.23--___— PAINT P-Tb CONTTIINUOUS -- -- _----- ---____-- O i a O ---- BEHIND GRAPHIC E -�- 'I/ L _______________ 102'-"yq"GRAPHIC LENGTH @N B.O.6_R APHIG 24 TALL,10 GAUGE--------------___ ------------------- - STAINLESS STEEL CORNER Q • GUARDS,BOLTED TO FLOOR o PER MFR'S SPECIFICATIONS. PANELS BY VENDOR#I PANELS BY VENDOR#I T.OT.O.SLAT (I 00 225-1633),70N,PPART NO. Y TAIL ELEV SSCP-24 / "..-a "EXIT"516NACE(TY. uai I ox \\ // HARDPWRE 5-aR TO �EDUL (PRON�1DE \ , SHEET CITY APPROVED PLANS H // POY,$t) . i OPEN TO tp I CORRIDOR This drawing and the design VEND— H" ® Reviewed for Code Compliance hown is the property o(the \ / \ BASE .pyi R.The fthis uttion, �' / \ BYVENDOR#I ® ° ANS MUST BE ON JOB SITE iIgloroseo(thisdraent i Y I with bited a'nd antte nfonsen[i[ IITc �_ / 105 \ pro i y gemen a5F`°°R- BASE BASE I BASE At FOR ALL INSPECTIONS wll be subect to legal action. N OUTLET AND COVER PLATE TO N P-T8 BE BLACK(LI6HTBOX ONLY) P-TS BY VENDOR#I DOOR 8 FRAME BY VENDOR#1 BY VENDOR#1 DOORFRAME U NEW LIGHT BOX BY VENDOR#b CORNER GUARD FOOTWEAR PLAN AND E E3 INTERIOR ELEVATION D3 DETAIL Page 9 of 31 ELEVATIONS . SCALE =r-o^ SCALE 3" I,_O" o Al2.2 a IV IA 3 I— u W T.O.PAINT STRIPE LEV.Ib'-O"A.F.F. P-112 u B.O.PAINT STRIPE �'�P 3 P IBS WOOD TRIM TO E Tn ARCHITECTURE n GAP END OF - ENGINEERING 37204ono on ve WALL P-T8 ..'.: PLANNING mim::�n GRAPHICS T.O.COZIER �El GYP BD.� _ Y ELEV.a-a va^ LEV.b'-O" �'ELEV.b'-O" �'ELEV.6T O" �'ELEV,bT O" LOZIER CORNER FILL LIC P-94 GLNG HTV. "EXIT"516NA6E(TYP); GLNG HT BY VENDOR pl / �- - REFER TO DOOR k M7E4 I( ELE l'-a" \ / LEV,l'-a"- \ / / HARDWARE SCHEDULE BALK PANEL(TYPJ II COZIER FIXTURE / P-10 \ / SHEET A5.0 P-10 1 \ / IT— II VENDOR E / OPEN TO \ / BY VENDOR kl BACK PANEL(TYP) / CORRIDOR OPEN TO PA4 I I SALE BY VENDOR kl ri P-10 1 NO GYP.BD.BEHIND LOZIER(TYP. I \ P-34 / \ THROUGHOUT) I I I \\ DOOR dFRAME / \ DOOR FRAME O'-O'A.F.F. u I �O'-O'A.F.F. Ilia \ �O'-O"A.F.F. _ / \ �O'-O'A.F.F. _ �O�O'A.F.F. �'FINISH FLOOR BASE �'FINISH FLooR ELEVATION 1 �'FINISH FLOOR ELEVATION 2 �'FINISH FLooR ELEVATION 3 Y FINISH FLooR ELEVATION 4 DOOR FRAME e-SO &SO B-SO a-BO BY VENDOR#I b"GYP.BD.STARTS E4 INTERIOR ELEVATION E5 INTERIOR ELEVATION SCALE I/4" I'-0" SCALE 1/4" I'-0" At Dick's NEW NEA NEW Sporting METAL STUD WITH GYP5UM METAL STUD WITH GYPSUM METAL STUD WITH GYPSUM Goods BOARD EACH SIDE(UN.0) BOARD EACH 51DE N.N.O.) BOARD EACH SIDE(UN.OJ 5EE PARTITION TYPES SEE PARTITION TYPES SEE PARTITION TYPES 345 Court Street Coraopolis,PA 15108 (P)724.273.3400 INT STRIPE TO. INT STRIPE ELEV.V AI6'-O' ELEV.AIbY '-O" BEV.A' Ib"O ' 1� . E Po IC 4 E� .O.65_0IC rl EA .O.GRA-POMG 11 LIFT 8 DROP V 1� LI GRAPHIC BY I' VENDOR#b r� Ci a,� III 00 v 1 ' LIFT 8 DROP I LIFT 8 DROP Y EQ VENDOR 8 I ° VENDOR 8 7t pew ` B.O.6RAPHIG 0l B.O.GRAPHIC B.O.bRAPHIC A w E' LE'10 _O, ELY EV'IO-° : E -O iJ"i IQI IQI IIQI � a � a LL PANEL IN5TALLED PANEL INSTALLED PANEL INSTALLED rn BY VENDOR#I BY VENDOR#I BY VENDOR#I 3 T.O.L16HT BOX ELF' EV. O O LL 5LATWALL BY 4 5LATWALL BY 4 LIGHTBOX 4 t`! VENDOR#1 OVER VENDOR#1 OVER INSTALLED BY w PARTITION PARTITION VENDOR#8 PERMIT SET Q cv'o 5/8"FRT PLYWOOD 02.03.23 I ®Ib ry O.G.EXTEND BLOCKING N M FROM FLOOR TO 8'AFF MJM 22487 a 4 4 4 U a ADDENDUM#1 02.23.23 GYPSUM TO CONTINUE BEHIND 6YTPSUM TO CONTINUE BEHIND 5LATWALL IN ORDER TO LIGHT -61 BOX IN ORDER TO r- d MAINTAIN WALL RATING. L. MAINTAIN WALL RATING. iu 3 IQL IQL IQI Q 0 0 u II II II o lL BASE BY Q BASE BY Q IN T M'RA►PPR F. S LAN VENDOR#1 VENDOR#1 IN E c_ I..H.BASE PLATE 3 LC ZIFR UPRIGHTS This drawingand the design shown is the property of the Reviewed fo C a om liance architect.Th repmdnalon. fn FI SH FLOOR - mpying or use o g Y without weir written consent is h FINISH FLOOR O FINISH FLOOR f this tlrawin o ELEV.° Ero E CLANS MU T BE ON J ITE prohibited and any infringement f� will be subject to legal action. a0 FOR ALL INSPECTIONS FOOTWEAR FOOTWEAR FOOTWEAR FOOTWEAR PLAN AND E WS1 WALL SECTION WS2 1 WALL SECTION WS3 1 WALL SECTION ELEVATIONS 5GALE EV4"= 1'-0' SCA-E 5/4' = 1'-0' SCALE 5/4"= I'-0" Page O of 31 o Al2ma a_ N N H u HVAC CODED NOTES:O W I. EXISTING ROOFTOP UNIT WITH 6A5 HEAT AND ALL ASSOCIATED AGGE55ORIE5,CONTROLS AND DUCTWORK TO MM u REMAIN UNLE55 OTHERWISE NOTED.VERIFY EXACT LOCATION IN FIELD. 2. EXI5TIN6 EXHAUST FAN AND ALL ASSOCIATED CONTROLS AND DUCTWORK TO REMAIN. 5. EXI5TIN6 DUCTWORK AND ASSOCIATED 6RILLE5 TO REMAIN. ARCHITECTURE 1 2 3 4 5 6 4. EXISTING AIR TRANSFER DUCT AND GRILLES TO REMAIN. ENGINEERING PLANNING sou soco Dens 5. EXI5TIN5 HEATER TO REMAIN. GRAPH I C S iimi°LE'Ts 6. NEW AIR TRANSFER DUCT. REFER TO DETAIL ON SHEET 142.0. OFFICE AREA AIR °gryw••�n •n s••..� DISTRIBUTION EXISTING 1. MOUNT BOTTOM OF AIR TRANSFER GRILLE 12'ABOVE PAINT BREAK LINE. �L`� °"m:mz7.azz7�z:sscos�o TO REMAIN. H. PROVIDE FIRE DAMPER IN NEW FIRE RATED WALL REFER TO ARCHITECTURAL PLANS AND DETAIL 4 ON SHEET �SNpNAL F — — H2.0 FOR ADDITIONAL INFORMATION. .j NGv O� NS�°O iy F 9. PROVIDE 2"TRIM FLANGE AROUND FULL PERIMETER OF EXPOSED DUCT PENETRATION ON BOTH 5IDES OF WALL Fm PENETRATIONS. CAULK FULL PERIMETER OF TRIM FLANGES AIR TIGHT. TYPICAL. TRIM FLANGE NOT REQUIRED a A 4 IN LOCATIONS NOT VISIBLE AND ON 5IDE OF WALL WHERE A SUPPLY RE615TER OR RETURN GRILLE 15 14849 INSTALLED.DUCT PENETRATION SHALL BE ABOVE PAINT BREAK LINE. 10. CONNECT NEW DUCT TO EX15TINC SUPPLY AIR DUCT DROP.VERIFY IF THERE 15 A VOLUME DAMPER IN THE H2.1 IF NOT,TEMPORARILY REMOVE E5UPPLY AIR DUCT DROP UP XIST N6EAM 0F THE CONCENTR CONCENTRIC F U55ERE O INSTTRIC ALL VOLUMEUME CAMPER PER DETAIL M THE ET �T2F ROESS�� f 5UPPLY AIR DUCT FOR BALANCING AS REOUIRED. RE-IN5TALL CONCENTRIC DIFFUSER. V4T II. REBALANCE EXI5TIN6 CONCENTRIC DIFFUSER AS NECESSARY TO AIRFLOW SHOWN. 2/23/2023 IS 6 12. ALL DUCTWORK ON SALES FLOOR SHALL BE DESIGNED AND INSTALLED INSIDE J015T WEBBING TO MAINTAIN E TI T O MAXIMUM CLEARANCE. IF THI5 15 NOT ACHIEVABLE THEN ALL DUCTNORK SHALL BE DE5I6NED AND INSTALLED TIGHT TO THE STRUCTURE ABOVE TO MAINTAIN MAXIMUM GLEARANGE. DUCT PENETRATIONS OF WALL5 SHALL NOT BE INSTALLED BELOW THE PAINT BREAK LINE. IF THE CONTRACTOR 15 IN DOUBT,SUBMIT AN RFI TO THE ARCHITECT OF RECORD FOR CLARIFICATION.COORDINATE DUCT LAYOUT WITH ALL OTHER TRADES. TYPICAL. 15. ALL DUCTWORK ON STOCK ROOM FLOOR SHALL BE DESIGNED AND INSTALLED INSIDE J015T N✓EBBIN6 TO MAINTAIN MAXIMUM CLEARANCE, IF THI5 15 NOT ACHIEVABLE THEN ALL DUCTWORK SHALL BE DESIGNED AND INSTALLED TIGHT TO THE STRUCTURE ABOVE TO MAINTAIN MAXIMUM CLEARANCE.COORDINATE DUCT LAYOUT WITH ALL OTHER TRADES AND 5TOGKROOM FIXTURIN6. TYPICAL. E 3 10XI8 8 � XI N ATD-I, FD G-2,24x24 8 5 O RN F - -B, A aao f C C w By I�I D-6. III Z N f 2 12x 11 I 'GFM Ip��5R0 GFMFII��� E I 0 °e " " 8 9 0 XI o a s 13 F 0423777-014 J �I� D 1 IOXO KI,I2x J 350 GFM D I � r TU X D ick's -I,Izxb D- I Sporting SR 11 -I GFM I Goods 250 GFM 8 9 , 345 Court Street 0 5T Coraopolis, PA 15108 ( 1 5 p (P)724.273.3400 N G 250 OEM �$ ° Iwo LLB I� r 24x246 g L>LJ I� r I > OC) 5 3 2 0 ur) EXISTING TO REMAIN EXISTING LLJ IS o f f f QILL ON rffi° B n O V/ )w LL _j J � 3 F U Q !n 8 O GO \rLL- IS 6 E E f O T EF U � � X I � 4 f PERMIT SET A 02.03.23 MJM 22487 A ADDENDUM#1 A 02.23.2023 1 J H.V.A.C. FLOOR PLAN SCALE: 3/32" = 1'-0" CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS H.V.A.C.FLOOR oo G�"G� TQ PLAN ALL 6RILLE5 AND REGISTERS LOCATED ON SALES FLOOR Ra G f4Ly G p ES AND FY u O SHALL BE MOUNTED 12"ABOVE PAINT BREAK LII�. DIMENSIONS IN FIELD Vl H CODED NOTES: H.V.A.C.GENERAL NOTES: MM U RTU WITH CONCENTRICROOF TOP UNIT 0EXISTING DUCTWORK io REMAIN.Oj EXISTINGINSULATED ROOF GURe AND FLASHING. L ID WGONTRAGTOR SHALL VISIT SITE PRIOR TO BDING PROGE55 AND FIELD VERIFY EXISTING GONDITIONS. CONTRACTOR SHALL TAKE ALL INTERFERENCES INTO CONSIDERATION. PROVIDE ALL NECESSARY OFFSETS OR TRANSITIONS WITH EQUIVALENT AREAS TO MATCH DUCT SIZES AS INDICATED ON DRAWINGS. O3 EXISTING ACOUSTIC LINING IN SJPPLY AND RETURN AIR DUCTWORK SHOWN FOR REFERENCE. U 2. GONTRAGTOR SHALL OBTAIN AND PAY FOR ALL PERMITS,LICENSES,DOCUMENTS AMC)SERVIGES RELATED TO INSTALLATION OF THE WORK. ® REFER TO STRUCTURAL DRAWINGS FOR GIRDER AND J015T LOCATIONS,SIZES,AND DIRECTION. 3. CONTRACTOR 15 RESPONSIBLE TO AND SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE LATEST STATE CODES,TOWNSHIP,AND NFPA,OSHA.,AND THE O5 EXI571N6 INSULATION IN CURB CAVITY SHOWN FOR REFERENCE. RULES AND REGULATIONS OF ALL GIN,STATE,AMC'FEDERAL AUTHORITIES HAVING JURISDICTION. PROVIDE OWNER WITH CERTIFICATES OF INSPECTION. 5 © EXIT SMOKE DETECTOR IN RETURN AIR DUCT OF RTJ TO SHUT DOWN RTV UPON ALARM. 4. GONTRACTOR SHALL BE LICENSED,TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF MEGHANIGAL SYSTEMS,INGLUDIN6 DUCTS,PIPING AND EQUIPMENT. ARCHITECTURE UNGERTIFIED PERSONS MAY PERFORM MEGHANIGAL INSTALLATIONS ONLY WHEN UNDER DIRECT SUPERVISION AND RESPONSIBILITY OF A CERTIFIED INSTALLER OR ENGINEERING O7 RETURN AIR THROUGH BOTTOM OF CONCENTRIC,DIFFUSER. LICENSED CONTRACTOR. VERIFICATION OF CERTIFICATION AND LICENSES ARE REQUIRED. PLANNING i�wmiE TMsrv[ t GRAPHICS an ROOFING MEMBRANE. O O ® EXISTING BURL LAR BARS SHOWN FOR REFERENCE. 5. THESE DRAWINGS INDIGATE THE SIZE AND GENERAL LOCATION OF WORK. SGALED DIMENSIONS SHALL NOT BE USED. ANY DIMENSIONS NOT SHOWN SHALL BE .V.1..e 1,817o l,narasw ROOF DECK O9 EXISTING FLEXIBLE CONNECTION(TYPICAL). OBTAINED FROM THE ARGHITEGTURAL DRAWIN65. FOR EXACT LOCATIONS,HEIGHTS,DOOR 5WIN65,MOUNTING HEIGHTS,ETC.,REFER TO ARGHITEGTURAL ORAWIN65 y kl AND DETAILS.10 BRANCH DUCT IN J015T SPACE-SEE PLANS FOR LOCATIONS AND SIZES.J015T SPACE 10�� 8 6. PRIOR TO STARTING ANY WORK,PURCHASE OF EQUIPMENT,ET6,COORDINATE WORK WITH OTHER TRADES. CONFER WITH OTHER CONTRACTORS WHOSE WORK11 MANUAL BALANGIN6 DAMPER WITH LOCKING QUADRANT.REQUIRED AT UNITS WITH BRANCH MIGHT AFFEGT THIS INSTALLATION AND ARRAN6E ALL PARTS OF THIS WORK AND EQUIPMENT OF OTHERS,WITH THE BUILDING CONSTRUCTION AND WITHWGTS. INSTALL SUPPLY REGISTER ARCHITECTURAL FINISH. tt �ACNS DIRECTLY INTO SIDES OF L m 11 <:I 3 12 EXISTING SUPPORT FOR EXISTING CONCENTRIC DIFFUSER SUPPLY AIR TO 51D "I, CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR ONE YEAR,EFFECTIVE THE DAY THE PROJECT I5 AGGEPTED BY THE OWNER. REFR16ERANT a A 13 EXISTING CANCENTRIC DIFFUSER COMPRESSORS SHALL BE GUARANTEED FOR FIVE YEARS BY MANUFACTURER. 14849 Sqr \ qq b. ALL EQUIPMENT SHALL BE LABELED ACCORDING TO NUMBERING/IDENTIFICATION SYSTEM PER PLANS. 9jE OF GENERAL NOTES: 9. ALL EQUIPMENT SHALL BE INSTALLED PER CODE AND MANUFAGTURER'S REQUIREMENTS FOR 5ERVI6E AND ACCE55 CLEARANCES. qp)F ROESSV� L'J A. CONTRACTOR SHALL COORDINATE EXISTING ROOFTOP UNIT LOCATIONS IN FIELD. 10. ALL EQUIPMENT SHALL BE U.L LISTED. B. SEAL ALL DUCTWORK OPENINGS WITH NOW HARDENING MA5TI6. II. ALL INSULATION SHALL BE RUN CONTINUOUSLY THROUGH FLOORS AND PARTITIONS. 2/3/2023 G. DUCTWORK TO BE MOUNTED UP WITHIN JOIST SPACE WHENEVER POSSIBLE IF DUCTWORK CAN NOT BE 12. DO ALL NECESSARY CUTTING AND ROUGH PATCHING. FINISH PAINTING,FINISH PATGHIN6 AND POKER WIRING 15 BY OTHERS. MOUNTED UP WITH IN J015T SPADE,THEN BOTTOM OF EXP05ED DUCTWORK TO BE AS FOLLON5: S D EWALL SUPPLY -5ALE5 FLOOR:MINIMUM,IT-O' 13. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION OF ALL MEGHANIGAL GEILIN6 EQUIPMENT. 1 I ROOFTOP AIR CONDITIONING UNIT DETAIL ETC CK ROOMS:ASHI&HASP06516LE 4 REGISTER INSTALLATION DETAIL D. DETAIL SHOWN FOR DUCTWORK CONNECTION INFORMATION ONLY. ROOFTOP UNITS ARE EXISTING TO REMAIN. 14. COORDINATE EXACT LOCATION OF ALL ROOF MOUNTED EQUIPMENT WITH STRUCTURAL PLANS,SPECIALLY-DESIGNED JOISTS,ETC. SCALE: NONE SCALE: NONE 15. CJTTIN6 OF ROOF,INSTALLATION OF CURBS,AND PATGHIN6 OF ROOF SHALL BE BY OWNERS ROOFING GONTRAGTOR AND PAID FOR BY MEGHANIGAL GONTRAGTOR TO MAINTAIN ROOF WARRANTY. 16. ROOF CURBS SHALL HAVE A BASE THAT FITS SLOPE OF ROOF AS REQUIRED. TOP OF CURB SHALL BE LEVEL. REFER TO ARCHITECTURAL/STRUCTURAL PLANS FOR SLOPE AND STRUCTURE INFORMATION.ROTATE UNITS AS REQUIRED. AFF ABOVE FINISHED FLOOR ATD-1 ATD AIR TRANSFER DOLT DUCT SLEEVE. ELBOW WITH ACOUSTIC IT. ALL ROOF TOP EQUIPMENT SHALL BE LOCATED A MINIMUM OF 10'-0"AWAY FROM THE ROOFS EDGE. 6-2,WALL CD GEILIN6 DIFFUSER GRILLE AIRFOILLM� 1b. MAINTAIN A MINIMUM 10'-0"BETWEEN OUTDOOR AIR INTAKES AND EXHAUST FAN 015GHAR6E AND PLUMBING VENTS,ETG.FIELD COORDINATE. 91 TYP.(2) AIR TRANSFER DUCT OPENING TURNING VANES DUCT - SHALL MATCH GRILLE SIZE. MOTE 4U DOUBLE SINGLE OEM CUBIC FEET PER MINUTE �--► 111. H.V.A.G.DUCTWORK SHALL BE FABRICATED AND EREGTED IN ACCORDANGE WITH ASHRAE AND LATEST SMACNA STANDARDS. PROVIDE TURNING VANES IN ALL _ REFER T 1 DRAWING HI FOR BRANCH BRANCH ELBOWS. DUCTWORK SHALL HAVE A MINIMUM PRESSURE GLA551FIGATION OF 2",SEAL GLASS G,WITH A MAXIMUM LEAKAGE RATE OF 5%. GRILLE SIZES. coNN. CONNECT/corvNEcnoN TAKE-OFF TAKE NOTE:INSTALL RECTANGULAR RECTANGULAR 20.PROVIDE TRANSITIONS AS REQUIRED TO CONNECT BRANCH DUCTWORK TO DIFFUSER NECK. a OUH CABINET UNIT HEATER GRILLE 50 TO 45" TO 45- a BLADES ANGLE 6-2,WALL TO MVO ROUND MVD 21. PROVIDE A MANUAL BALANCING DAMPER AT ALL SUPPLY AND RETURN BRANCH TAKEOFFS,IN AGGESSIBLE LOGATION OR WITH ACGF55 DOOR. DIA DIAMETER WALL UP ON FADE GRILLE w+ WALL TYP.(2) a o 5 DEC DEGREES TABRANCH SOUARE KE-OFF 22. FLEXIBLE GONNEGTIONS SHALL BE USED AT ALL DUCT CONNECTIONS TO ROOFTOP UNITS,EXHAUST FANS,AND CABINET HEATERS._4L = r N m v OLPD DRUM LOUVER PLENUM DIFFUSER SYSTEM ROUND ® TRANSITION 23. DUGTNIORK DIMENSIONS NOTED ON DRAWINGS ARE EXTERIOR DIMENSIONS AND INCLUDE LINING. Z _� TO - �Ib11J� D a s DW6 DRAWING RTO ' 36D 24.INSTALL BOTTOM OF HORIZONTAL,EXPOSED DUCTWORK IN 5ALE5 AREAS AS HIGH AS P05SIBLE UP WITH-IN JOIST SPACE TO MAINTAIN MAXIMUM CLEARANCE. IF BRANCH TO THIS 15 NOT AGHIEVABLE THEN ALL DUCT WORK SHALL BE DESIGNED AND INSTALLED T16HT TO BOTTOM OF STRUGTURE TO MAINTAIN MAXIMUM GLEARANGE. EA EXHAUST AIR PROPORTION CDUGT DIFFU5ER BOTTOM OF DIFFUSERS SHALL BE MOUNTED A5 INDIGATED oN DRAWING HI.O(So AS TO MAINTAIN CLEAR"LINE-OF-516HT"FROM MAIN VESTIBULE). IF THESE EER ENERGY EFFICIENCY RATIO ATD-1 BECTON VIEW ATD-1 PLAN NEW FLEXIBLE \ / DIMENSIONS ARE NOT OBTAINABLE,GONTRAGTOR SHALL COORDINATE EXAGT HEIGHT WITH ARGHITEGT PRIOR TO ANY WORK. SPLIT DST 11111 0423777-014 J EF EXHAUST FAN A�2 25. INSTALL BOTTOM OF HORIZONTAL,EXPOSED DUCTWORK IN STOCK ROOMS AS H16H AS P05SIBLE WITH DIFFUSERS MOUNTED AS INDICATED ON DRAWING HILO. IF MAX LENGTH=46' THESE DIMENSIONS ARE NOT OBTAINABLE,CONTRACTOR SHALL COORDINATE EXACT HEIGHT WITH ARCHITECT PRIOR TO ANY WORK, E.S.P. EXTERNAL STATIG PRE55JRE DUCT SLEEVE. NOTES: C 2,WALL MANUAL 26. RETURN AIR DUCTWORK SHALL BE INSTALLED AS HIGH AS POSSIBLE IN JOIST SPACE. CONTRAGTOR SHALL REMOVE BAR JOIST BRAGIN6 AMID INSTALL NEW EXH. EXHAUST 6RILLE OPENING I.DASHED LINE INDICATES I"INTERIOR VOLUME AGOU5716 LINING UNLESS OTHERWISE BRA6IN6 PER STRUCTURAL EN61NEER REQUIREMENTS ONLY AFTER APPROVAL FROM STRUCTURAL EN6INEER. REFER TO STRUCTURAL DRAWINGS. ABOVE AIR TRANSFER DUCT OPENING DAMPER NOTED. DUCT 51ZE 15 EXTERIOR AND ( GRILLE GEILIN6 SHALL MATCH GRILLE SIZE. INCLUDES LINING. 21. INSTALL BOTTOM OF DUGTV40RK AND MANUAL VOLUME DAMPERS NO MORE THAN 24"ABOVE GEILIN6 IN AREAS WITH LAY-IN GEILIN65. REFER TO DRAWING HI FOR (MUD) HP HORSE POWER 6RILLE SIZES. 2b. THE BALANCING CONTRACTOR SHALL BALANCE AIR FLOW QUANTITIES TO WITHIN 5%OF THE DESIGN CONDITIONS L15TED ON PLANS. THIS CONTRACTOR SHALL NOTE:INSTALL KW KILOWATTS GRILLE 50 INCLUDE ONE(U ADDITIONAL SET OF BELTS AND SHEAVES AND REBALANCING FOR EACH SYSTEM FOR THE PROJECT. ALL OF THE ABOVE WORK SHALL BE AT NO BLADES ANGLE GEILIN6 ADDITIONAL COST TO THE OWNER. LD LINEAR DIFFUSER UP ON FACE 1,2,WALL WALL GRILLE 29. ALL PIPING,DUCTS,VENTS,ETC.,EXTENDING THROUGH WALLS AND ROOF SHALL BE FLASHED AND COUNTER-FLASHED IN A WATERPROOF MANNER. MBH THOUSAND BTUMOUR MALL MVP MANUAL VOLUME DAMPER 5 I T P G A L DUCT TAKE—OFF DETAIL 30.SPRINKLER CONTRACTOR SHALL COORDINATE INSTALLATION OF SPRINKLER PIPING WITH DUCTWORK,LIGHTS,AND PARTITION LAYOUT. LI6HT5 ARE NOT TO BE MOVED,SPRINKLER PIPING SHALL BE ROUTED AROUND LIGHTS AS REQUIRED. OA OUTSIDE AIR SGALE: NONE 31, FIELD COORDINATE EXACT LOCATION OF ALL THERMOSTATS AND TEMPERATURE SENSORS SO AS TO NOT BE DIRECTLY"BLOWN"ON AND NOT NEXT TO ANY HEAT PRE55. PRESSURE PRODUCING EQUIPMENT. MOUNT THERMOSTATS AND TEMPERATURE SENSORS ON"BACK-SIDE"OF COLUMN. COORDINATE ALL LOCATIONS WITH SHELVING. REFER ATD-2 SECTION NEW ATD-2 PLAN VIEW TO ELECTRICAL DRAWIN65 FOR ALL MOUNTING HEIGHTS. Dick s RA RETURN AIR Sporting r t i n 32.SMO DETECTORS SHALL BE FIELD INSTALLED AND LOCATED IN THE RETURN AIR DUCT TO SLUT DOWN THE UNIT UPON ALARM. REMOTE INDICATOR ALARM AND P 9 RTU ROOFTOP UNIT ATD-3 KEY KE TEST SWITCH STATION PROVIDED BY ELECTRICAL GONTRAGTOR FOR EACH UNIT. SMOKE DETECTOR SHALL BE WIRED TO THE FIRE ALARM SYSTEM BY THE Goods 5A SUPPLY AIR DASHED LINE ELECTRICAL CONTRAGTOR PER SITE-SPEOIFIG CODE REQUIREMENTS. DUCT MAX CFM NOTE I. 345 Court Street INDICATE51Y2' 33. HAIL GUARDS FOR ROOFTOP UNITS TO BE PROVIDED IN ALL DE516NATED AREAS PER MANUFACTURERS RECOMMENDATIONS. Coraopolis, PA 15108 5P STATIC PRE55URE ALOUSTIG LINING 12'x 10' 350 ��3. NOTE 2. (P)724.273.3400 5R SUPPLY REGISTER 24"X 10" TOO i� 54.ON PROJECTS WHERE THE OWNER DICKS SPORTIN6 60005)15 PURCHASING AND SUPPLYIN6 THE H.V.A.G.EQUIPMENT,THE 6ENERAL CONTRACTOR SHALL BE WALL 6RILLE T'STAT THERMOSTAT TYPE G-2 SIZED 24"X Ib' 1400 NOTE L RESPONSIBLE FOR 600PDINATINC AND A6GEPTIN6 OF EQUIPMENT,VERIFYING PROPER QUANTITIES,NOTING MISSING ITEMS ON THE BILL OF LADING(IF AS INDICATED. APPLICABLE),THOROUGHLY INSPEGT ALL EQUIPMENT AND NOTE ANY AMC)ALL DAMAGES WHEN UNITS ARE RECEIVED ON THE BILL OF LADING. IF NOTHING IS 6-2,WALL NOTED ON THE BILL OF LADING,THE EQUIPMENT SHALL BE DEEMED RECEIVED INTACT/NO COMPONENTS MI551N6/WITHOUT DAMAGE. THE GENERAL CONTRACTOR TYP. TYPICAL WALL GRILLE SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY STORAGE(IF REQUIRED),AND ALL LABOR/LAEOR WARRANTY. THE H.V.A.G.EQUIPMENT AND PARTS ARE THE UH UNIT HEATER RESPONSIBILITY OF THE H.V.A.G.EQUIPMENT MANUFACTURER;EXGLUDIN6 ROUTINE MAINTENANCE,MAINTENANCE MATERIAL,AND AIR FILTERS AFTER OPENING. GEILIN6 UL UNDERWRITERS LABORATORY ATD-3 ATD-3 NOTE 2. 55. THE MECHANICAL CONTRACTOR 15 RESPONSIBLE FOR COORDINATING THE LENNOX FACTORY STARTUP OF ROOFTOP UNITS. MECHANICAL CONTRACTOR WILL RUN ALL TESTS TO PROVE THAT THE ROOFTOP UNITS ARE RUNNING CORRECTLY(GYGLIN6 CORRECTLY,HEATING MODE,COOLING MODE,ECONOMIZER MODE,ETC) 6C GENERAL CONTRACTOR CEILING 6RILLE —WALL NOTE 3. PRIOR TO NOVAR EM SYSTEM START UP AND TESTING. VENDOR It,15 RESPONSIBLE TO PROVIDE ALL WIRING FROM COMBINATION TEMPERATURE SENSORS TO TYPE 6-2,3 OR 4 6-2,3,OR 4 6-2,3,OR 4 ROOFTOP UNITS AND FINAL WIRING CONNECTION TO ROOFTOP UNITS. REFER TO EM DRAWINGS. � 0 FPO FIRE PROTECTION CONTRACTOR LP.VERTICAL MOUNTING L.P.HORIZONTAL MOUNTING � f PO PLUMBING CONTRACTOR 56. ALL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE SEALED WITH U.L.LISTED FIRE RATED SEALANT TO COMPLY WITH MANUFACTURER'S /1 LJJ r,rO� ATD-3 SECTION VIEW ATD-3 PLAN VIEW INSTALLATION DETAILS. SEALANTS TO BE AS MANUFAGTURED BY 3M,STI,OR APPROVED EQUAL. 1V')I L/�/J I J ML MECHANICAL CONTRACTOR NOTU" W LL rq ANGLES SHALL BE A MINIMUM OF-I/2xl-I/2xl/6.FASTEN TO COLLAR ONLY W/I/4"DIA. 31. CONTRACTORS BIDDING THI5 PROJECT SHALL HAVE PRIOR EXPERIENCE WIORKING IN THI5 JURISDICTION AND MUST LIST ON BID FORM ANY LOCAL REQUIREMENTS rrYYll EC, ELECTRICAL CONTRACTOR WGT MAX CFM ATD-4 NUTS BOLTS.AN( REOV ON ALL FOUR 51DE5 OF WALL OR FLOOR SLAB.(TYP.ALL THAT ARE NOT SHOWN ON THE DRAWINGS. SUBMI55ION OF A BID SHALL BE EVIDENCE THAT THE CONTRACTORS BID INCLUDES ALL JURISDICTIONAL ~ W 12'x 10, 350 FIRE DAMPERS) REQUIREMENTS. 5 LOW PRE55URE GA5 PIPING 110 DASHED LINE ie•x la' un COLLAR(AWES SHALL CONFORM TO SMACNA 5TO5.(TYP.ALL FIRE DAMPERS) Q RP6-2s REGULATED 2 PEI GA5 PIPING INDICATES I/2" 24"X Ib' 1400 w (D AGOUSTIC LINING USE SLIP JOINT CONN.AS RECOMMENDED BY SMACNA(TYP.ALL FIRE DAMPERS) 'X'OR EXI5TIN6 TO REMAIN Q LL 'XR'OR ————— EXISTING TO BE REMOVED PROVIDE ACCESS DOOR IN DUCTWORK FOR EACH DAMPER FOR ACCESS TO FUSIBLE U //) W LINKS.CONTRACTOR SHALL ASSURE ACCESS THRU GEILIN6 V AND STRUCTURE. ) XA'OR EXISTING TO BE ABANDONED IN PLACE GEILIN6 :�i --_J W / WALL ATD-4 J J 0 'XRL'OR EXISTING TO LO RELOCATED } Z Q (n 'XNL'OR EXISTING,RELOCATED,SHOWN IN GEILIN6 GRILLE WALL ATD-4 6 FIRE DAMPER D E T A I E S O < MEW LOCATION TYPE 6-2,3,OR 4 LI (2,3,OR 4 6 2,3,OR 4 SGALE. NONE LO-2 SENSOR TO I E FURNISHED BY MC. 02 INSTALLED AND WIRED BY EC. Z_ ® ATD-4 SECTION VIEW ATD-4 PLAN VIEW Q NOVAR GLOBAL HUMIDITY SENSOR. REFER TO ro ELECTRICAL DRAWINGS FOR DETAILS. U T V/ O HUMIDITY SENSOR. REFER TO ATD-5 ELECTRICAL DRAWINGS FOR DETAILS. IT NOVAR INDOOR TEMPERATURE SENSOR. GRILLE�L REFER To ELEcm1cAL DRAw1N6s FOR DETAILS. TYP.(2) AIR TRANSFER DUCT—11% DIFFUSER/GRILLE SCHEDULE O5 TEMPERATURE 5EN50R.REFER TO DUCT SIZE TO SHALL MATCH GRILLE SIZE. ELECTRICAL DRAwIN(5 FOR DETAILS. MATGH 6RILLE 51Z REFER so ORAwIN6 HI.O FOR MARK M gN M DEL #ER GFM SEZE T PECK E FACE YPE PATTERN DAMPER MATERIAL SERV I GE FINISH NOTES CRILLTHERMOSTAT. FURNISHED BY MG. INSTALLED ---NOTE:INSTALL SR-I TITUS AS NOTED AS NOTED SURFACE HORIZ. BAR DOUBLE YES STEEL SUPPLY OFF-WHITE PERMIT SET AND WIRED BY EL. DASHED LINE 6RILLE SO 300-RL DEFLECTION THL COMBINATION SENSOR RNI TEMPERATURE/RELATIVE By YMG HUMIDITY/CARBON ACOUINDICASTIC LINING AN6�P ON j:�:6-2, WALL TITUS 4-WAYC�/ Cam/GEILIN6 FADE WALL p(2) GD-IDIOX TDC AS NOTED AS NOTED LAY-IN LOUVER U.N.O. YES STFFL SUPPLY OFF-WHITE 1, 2, 3 0 L,O 3,L 3 INSTALLED AND WIRED BY EC. WALL TITUS 4-WAY MJM 22487 O INDICATES CODED NOTE CD-2 TEO AS NOTED AS NOTED SURFACE LOUVER U.N.O. YES STEEL SUPPLY OFF-WHITE 1, 3 ATD-5 MD-X MOTORIZED DAMPER,120 VOLT CD-3 TITUS 4-WAY TOO AS NOTED AS NOTED SURFACE LOUVER U.N.O. YE5 ALUMINUM SUPPLY OFF-WHITE 1, 3 'UL'LISTED FIRE DAMPER WITH DUCT ATD-5 HEW ATD-5 PLAN NEW CURBS PLUS, INC. PER RTU PER MANFG. NA DLpD NA YE5 5T�1 SUPPLY OFF-WHITE FD ACCESS DOOR CD-4 DLPD 2510-15/15 SIZE SIZE T; ti DUCT SMOKE DETECTOR TO SHUT DOWN UNIT 6D-5 C DR PLUS, O INC. PER RTU PER MANFG. UNDER ALARM.DETECTOR SHALL BE LPD SIZE SIZE NA DLPD NA YEE, STEEL SUPPLY OFF-WHITE I IODATED,INSTALLED AND WIRED A5 NOTES FOR ALL AIR TRANSFER DUCTS: CURBS PLUS, INC. PER RTU PER MANFG. L INDIGATED FLOOR PLAN AND GD-6 DLPD 2406-7.5/b.5 SIZE SIZENA DLPD NA YE5 STEE SUPPLY OFF-WIHITE SPEGIFIGATIOIONS.ALL WIRING TO BE IN A SEAL VOID BETWEEN WALL AND ALL DUCT PENETRATIONS AIRTIGHT. CONDUIT PER N.E.L. B. ACOUSTIC LINE AIR TRANSFER DUCTS WITH I/2"ACOUSTIC LINING. CURBS PLUS, INC. PER RTU PER MANFG. DUCT DIMENSIONS ARE EXTERIOR AND INCLUDE LINING. OD-1 DLPD I bOb-5/6 SIZE SIZE NA DLPD NA YE5 STEEL SUPPLY OFF-WHITE I UNDERCUT DOOR,REFER TO ARCHITECTURAL C. ALL GRILLES SHALL BE FURNISHED WITH FRAMES COMPATIBLE WITH UG DRAWINGS. WALL OR GEILIN6 CONSTRUGTION 6_1 TITUS AS NOTED AS NOTED SURFACE HORIZ. BAR NA YES STEEL RETURN/ OFF-WHITE I D. REFER TO MECHANICAL FLOOR PLANS FOR MOUNTING HEIGHTS OF ALL 350-RL EXHAUST LOUVERED DOOR,REFER TO ARCHITECTURAL WALL MOUNTED GRILLES. TITUS LD DRAWINGS.X SQUARE FEET OF FREE AREA. E. WHEN GRILLE 15 ABOVE l0'-0"A.F.F.INSTALL 6RILLE 50 BLADES 6-2 350-RL AS NOTED AS NOTED SURFACE HORIZ. BAR NA NO STEEL TRANSFER OFF-WHITE I AN6LE UP LL rRILON FACE. CITY APPROVED PLANS XXX4 F.A. F. ALL GRILLES NL SALES FLOOR SHALL IS INSTALLED ABOVE PAINT 6_3 TITUS BREAK LINE UNLE55 INDICATED OTHERWISE ON FLOOR PLAN. 50 AS NOTED AS NOTED LAY-IN E66CRATE NA YES ALUMINUM RETURN OFF-WHITE 1, 2 X EQUIPMENT TAG x 6-4 TITUS AS NOTED AS NOTED SURFACE HORIZ_ BAR NAYES ALUMINUM RETURN/ OFF-WHITE 1 Reviewed for Code Compliance 350-RL EXHAUST $ ONE(1)HOUR TIMER WALL SWITCH.FURNISHED BY MC. 1115TALLEO AND HIRED BY EC. NOS,: PLANS MUST BE ON JOB SITE I. DIFFUSER DESIGNATIONS ON PLANS AS FOLLOWS: 2. PROVIDE FRAME SUITABLE FOR LAY-IN GEILIN6. 9 coNNEcr To Ex15nN6 H.V.A.C. DIFFUSERRE61STER, OR TYPE DIFFUSER NECK 51ZE 3. 24" x 24" GEILIN6 DIFFUSER MODULE UNLESS NOTED OTHERWISE. FOR ALL INSPECTIONS DETAILS& 2 H.V.A.C. LEGEND 3 AIR TRANSFER DUCT DETAILS AS NOTED ABOVE 5FZ--1,JFx��OR6RILLE/REGISTER SCHEDULES AIR QUANTITY---400 SGALE: NONE SCALE: NONE Fag Gq_2 C�TpNSy�I�EF VERI AD FY y 0 H H GENERAL NOTES: 'rn\� LLI A. ELECTRICAL CONTRACTOR TO COORDINATE SURFACE RFEREN MOUNTED FIXTURE MOUNTING WITH ALL MECHANICAL ` DUGTWDRK AND PLUMBING PIPING.WHERE INTERFERENCES OCCUR,ELECTRICAL CONTRACTOR TO STEM MOUNT FIXTURES BELOW ALL DUCTWORK AND PIPING. u B. ELECTRICAL CONTRACTOR TO REFER TO DRAWING BID AND ARCH EF ITECT5 RLEGTED GEILIN6 PLAN FOR LOCATION E D ALL LI6HT FIXTURES. a G DEVICES IN THE FLOOR ARE NOT TO BE 5GALED FROM THESE DRAWING5.LOCATIONS SHALL BE VERIFIED WITH THE DICKS ON SITE REPRESENTATIVE AND OR DIMEN51ON5 TAKEN IN THE FIELD. ARCHITECTURE FTJ D. ELECTRICAL GONTRAGTOR TO CONFIRM ALL REQUIREMENT5 AND LOGATION5 OF ALL EXIT 51GN5,EMERGENCY E N G N E E R I N G LICHT5 AND FIRE ALARM DEVIGE5 WITH LOCAL FIRE AUTHORITIE5 PRIOR TO ROU614-IN. P LA N N IN G E048 smca DRIVE GRAPHICS VID"Ii E. ELECTRICAL CONTRACTOR TO CONFIRM LIGHT FIXTURE CATALOG NUMBERS WITH ALL LIGHT FIXTURES SPECIFIED ON �:1 ntj.arvAsom PLANS FOR FIXTURE TRIMS,VOLTA6E5,LAMPS ETC. Digitallysign by MarkJ F. ELECTRICAL LONTRAGTOR TO CONFIRM LOCATIONS OF ALL ELECTRICAL DEVICES WITH FIXTURI%LOCATIONS azure PRIOR TO RG%H-IN. G. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT ELECTRICAL GHARALTER15TIG PRIOR TO ROU6441N. - H. ALL FLUORESCENT LIGHTING FIXTURES SHALL HAVE ELECTRONIC BALLASTS. - E L VENDOR FOR ALL LIGHTING FIXTURES 15 VENDOR NO. a 15950 70 J. VERIFY COMPATIBILITY OF BALLAST WITH VENDOR#W 5ECURITY SYSTEM. FIXTURES MARKED K. VERIFY VOLTAGE PRIOR TO ORDERING FIXTURES. OF��,Rp��7`fi 2 1 Oj 'ARE EXISTING TON'- REMAIN(TYPIGAU L. SEE D5G COMBINED 5PEGIFIGATION DATED 4/12/2019 FOR MEANS,METNOD5,I MATERIALS REQUIRED FOR THIS W'- 27 PROJECT. L61/35e%5, 2OI GENERAL LIGHTING NOTES: n 5 MAR D'RELO �� A 14REI EXISTING OGEE e r2 RATED( IGAU A. SEE DETAILS 3/EI.O FOR INSTALLATION OF"U"TYPE FIXTURES. 1_61/35e L61/35d B. MATCH EXI5TING MOUNTING HEIGHTS FOR FIXTURE TYPES"1_62'AND"1-62-ENT". C. UNDER DIV15IGN 16 CONTRACTOR SHALL VERIFY THE PROPER MOUNTING HEIGHT OF THE EMERGENCY FIXTURES WITH THE LOCAL FIRE MAR51AALL PRIOR TO INSTALLATION. 9 O O O • • D. REFER TO DRAWING F2.0 FOR ROOM/AREA NAMES. I ■ L61/35g L61 S- II E. MAINTAIN FT.CLEARANCE IN FRONT AND 4 FT.CLEARANCE TO EITHER SIDE FOR TYPE U FIXTURES NEAR , EXCEPT ATT TV-,,GASHWRAP. I I t I, 3,{y-1} F. SEE LIGHT FIXTURE SCHEDULE AND SYMBOL L15T ON DRAINING EI.O. I - f O E 6. COORDINATE WITH ARCHITECTS REFLECTED GEILIN6 PLAN ON 5HEET A3.O PRIOR TO ROUGH-IN. H. PROVIDE ADDITIONAL EXIT 516N5 AS REQUIRED BY THE AHJ TO AGGOMMODATE THE NEW CONSTRUCTION.CONNECT O2 O TO LOCAL EMERCENY/EXIT LIGHTING CIRCUIT. \ LGI NV LGIEM/ OE I ` o N - FIXTU MARKED ,r ARE El 15UN6To SYMBOL LIST Q e LGI L61/35F y�O \ O2 RELOCATED(TYPIL N$G a V I CODED NOTES: `I O E I. PROVIDE NEW FIXTURES AS 514ON.CONNECT TO EXISTING LOCAL LIGHTING CIRCUIT.CONTRACTOR TO VERIFY I I CONDUIT RUN IN OR BELOW FLOOR SLABS-MAINTAIN 2'MINIMUM Z a u ;• o CIRCUIT 15 NOT OVERLOADED.PROVIDE NEW CIRCUIT AS REQUIRED. I CONCRETE LOVER ABOVE CONDUIT D 2 EXISTING LIGHT TO BE RELOCATED 70 POSITION SHOWN.SEE ARCHITECTURAL DEMOLITION PLAN FOR FORMER � O ® I / � CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE. L61/35i L61/35h LOCATIONS.EXTEND EXISTING CONDUIT AND WIRE TO NEW LOCATION AND CONNECT.MAINTAIN EXISTING / CONTROLS.RE-LAMP AND CLEAN FIXTURE.REPLACE ANY DAMAGED BALLASTS OR FIXTURES. I- / IN J015 CIRCUIT WIRING SYSTEM UNISTRUT CHANNEL BY E.L. INDUSTRIAL OR STRIP FLUORESCENT LIGHTING FIXTURE, 0423777-014 yaso �" I IN J015T SPADE.PURCHASE TOP CHORD OF BAR JOTS INDICATES"ENT'-EMERGENCY BATTERY PACK REQUIRED. {}}O OE 3. EXISTING CIRCUIT TO BE RECONNECTED AFTER LIGHT FIXTURE RELOCATION MAINTAIN EXISTING HOMERIW,WIRING g O FROM VENDOR#I8 T AND CONTROLS.VERIFY EXISTING CURRENT LIMITING BREAKER EXISTS AND 15 SUFFICIENT FOR THE LOAD. ■ I ( CEILING OUTLET BOX AND FLUORESCENT LIGHTING FIXTURE WITH h PROVIDE NEW AS REQUIRED. LAM 'EM"-EMERGENCY BATTERY PACK REQUIRED. 4. EXI5TIN6 EMERGENCY LIGHT OR EXIT 51614 TO REMAIN,REPLACE ANY DAMAGED OR MALFUNCTIONING UNITS. � EMERGENCY LIGHTING FIXTURE,INTEGRAL BATTERY WASHER 6 BOLT "ADS'WIRING O TH LOOP BY E.G. SYSTEM LORD LGIEM L61EM/ 4 E E.L.TO PROVIDE ® EXIT LI6HT FIXTURE Sa,l 5aN lido E O {`YA BRIDAL RIN65 OR EXIT LIGHT FIXTURE,WALL MOUNTED pp TIE STRAPS TO ATTACH THE I1/35i O I Q • REFLECTOR AND VENDOR#18 TO PROVIDE MODULAR WIRING TO ,1{, ' 2 W1 HALL OUTLET BOX AND 20 AMP DUPLEX RECEPTACLE.MOUNT 2 18'AFF.,UNLESS NOTED.COLOR OF RECEPTACLE SHALL BE O E • BALLAST SAFETY HOOK AND CHAIN MOUNT STRUCTURE.RUN WHITE WITH WHITE LAVER PLATE L6 LG/35h I AIRCRAFT GABLE FIXTURE A5 HIGH AS WIRIPY SYSTEM O O III I O C1 PO55IBLE ALONG J015T SPAN "N'INDICATES GEILIN6 MOUNTED TELEVISION RECEPTACLE. L61/35 LGI/35" 3 EXISTING FIRE ALARM MODIFICATION NOTE: OR AT RIGHT AN6LE5 6FI °VCR"INDICATES WALL MOUNTED VCR RECEPTACLE. ReO O 2 2 O I TO JOIST "I6"INDICATE', UND 150LATED GROW RECEPTACLE- I I O III ORANGE COLOR. I6 "6FI'INDICATEE S GROUND FAULT INTERRUPTING REGEPTALI.E. E DUNHAM ASSOCIATES IS NOT THE ENGINEER OF RECORD FOR FIRE ALARM.THE ELECTRICAL CONTRACTOR SHALL 'HR(.INDICATES NEATHERPROOF 6FI RC-LEPTALLE. J� INCLUDE A PRICE IN THE ELECTRICAL BID FOR LANDLORD APPROVED MODIFICATIONS TO THE EXISTING FIRE ALARM SYSTEM AS REQUIRED BY THE PEW CONSTRUCTION,INCLUDING PLANS AND ALL A550GIATED DOCUMENTS AS O I TW°GANG WALL OUTLET BOX AND 20 AMP TWO DUPLEX D c k t S 61E REQUIRED BY THE AHJ. sad OM CHORD RELEP7AGLEs. Sporting MATCH EXISTING OF BAR JOIST _ TYPE'UL"FIXTURE SPECIALTY TYPE SIMPLEX RECEPTACLE,IS AMPERE,MOUNT A5 Goods O YUR RKED (SEE 5GHEDULE) INDICATED,R55ELL 5235 E'ARE E I TINE TO N UST GI UI �N SALES AREA U.NOJ 345 Court Street REMAIN ICAU®E TELEPHONE LINE WALL OUTLET BOX AND PLATE WITH MINIMUM Coraopolis, PA 15108 ( � - 3/4"CONDUIT TO ABOVE ACCESSIBLE FINISHED CEILING. (P)724.273.3400 O ENERGY CODE NOTES: PROVIDE MULL CORD.ANALOG LINE. E PER IECO 2018-ENERGY CONSERVATION CODE,SECTION C503 ALTERATIONS,(5503.6 LI6HTIN6 SYSTEMS 5TATE5: E E E O I 0 DATA GABLE LOCATION. "PEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH 5ELTION C405.EXCEPTION: PULL BOX,FLUSH MOUNTED OR ABOVE GEILIN6,UNLE55 7-77 ALTERATIONS THAT REPLACE LE55 THAN 10 PERCENT OF THE LUMINAIRES IN A SPACE,PROVIDE THAT SUCH NOTES: JO OTHERWISE NOTED. SIZE AS REQUIRED. ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING ROVER." E EQUIPMEPR CONNECTION,WITH DE516NATION FROM ELELTRIG A5 PART OF THE DEMOLITION,(5)TYPE U'LUMINAIRE5 012 WATT5 EACH)TO N REMOVED.T X 112=1,201 WATT5 1. BOLT HOOK TO UNISTPoUT.DOUBLE PUT ALL THREADED CONECTIONS.N PROVIDE HOOK Q FI EQUIPMENT AND CONTROL 5GHEDULE TOTAL WATTS REMOVED=1,204 WATT5 AND LOOP TO SUPPORT FIXTURE BY MEANS OF STEEL GRAIN.SUPPORT FIXTURE FROM UNI5TRUT,COORDINATE METHOD OF FASTENING UN15TRUT TO TOP CHORD OF FI LOCATION OF ONE OR MORE EQUIPMENT CONTROL DEVICES AS AS PART OF THE REMODEL,(22)TYPE'LGI'LUMINAIRE5(52 WATT5 EACH)TO BE ADDED.22 X 52=1,144 WATT5 E JOIST WITH 5TRULTURAL ENGINEER PRIOR TO INSTALLATION.DO NOT DRILL OR WELD SCHEDULED ON ELECTRIC EQUIPMENT AND CONTROL SCHEDULE. TOTAL WATT5 ADDED=1,144 WATTS TO J015T. ASSEMBLY SHALL SUPPORT FOVR TIMES THE FIXTURE WEIGHT. NUMBER REFERS TO EQUIPMENT CONTROLLED � E E LE55 THAN 10%OF T1E LUMINAIRES ARE BEING REPLACED AND THE INSTALLED LIGHTING ROVER 15 BEING REDUCED. 2. WHERE FIXTURES OCCUR DIRECTLY BELOW BAR J015T I.E.MAIN CENTER A15LE, ❑J NON FUSED DISCONEGT SWITCH,VOLTAGE TO MATCH EQUIPMENT W 0 PROVIDE J015T CLAMP WITH HOOK AND CHAIN FOR FIXTURE MOUNTING TO JOIST. 5ERVED. t// w 3. ALL UN15TRUT SHALL BE PAINTED TO MATCH GEILIN6.REFER TO ARCHITECTURAL �l FUSED D15GONNEGT 5WITGH,VOLTAGE RATING TO MATCH W DRAWINGS. EQUIPMENT SERVED. > M EDWARD5#b52-120V GRAY KEATHERPROOF PUSH BUTTON > �l 4. E.G.SHALL INSTALL ALL LIGHTING IN ACCORDANCE WITH N.E.G. E.G.TO INSTALL AND WIRE AT BACKDOOR. 5. FIXTURE TYPE ULNL-NL SHALL COME COMPLETE WITH"AL5"MODULAR WIRING AND E HIRE DB340-D4N5R-120V AC 4'BELL.E.L.TO INSTALL AND � 1 HOCK.E.L.SHALL WRAP AND TIE EXCESS CORD. n/ I I I 6. LIGHT FIXTURE TYPES"LL A UL/N_"ARE TO BE WIRED WITH"AL5"MODULAR WIRING ® SPECIAL PURP05E RE-CEPTAGLE AS REQUIRE.VERIFY EXALT Q L N SINGLE GIRLUIT WIRING SYSTEM.PURGH ALL RELATE COMPONENTS FROM LOCATION IN FIELD WITH DICKS REPRESENTATIVE. ASE 0 cf LL VENDOR#15.CONTACT VENDOR FOR COMPLETE PACKAGE L15T PRIOR TO BID. ROVER LONNELTION TO LOCAL DOOR ALARM :�i J Of O (2)DUPLEX RECEPTACLE OUTLETS,WI7H FLIYSH SQUARE 2 GANG J J 10 OO CAST IRON FLOOR BOX.PROVIDE BRA55 COVER PLATE- J Q 2 I TRACK LIGHTING PLAN 14UBBELOREQUAL Q IL 1 I ELECTRICAL LIGHTING PLAN SCALE: 3/32" = 1'-0" TEMPERATURE SENSOR-PROVIDED BY VENDOR#I8 CONTROL5. SCALE: 3/32" = V-0" TYPE UL UL-NL LUMINAIRE �s OTHEDRK5E.E.�RTODETAIL1/E/EMo uNLEssNOTED Z z MOUNT TO 5TRucTURE ABOVE WITH UN15TRUT BY EL 3 I INSTALL A T I O N DETAIL TFERM05TAT-PROVIDED BY MELH.CONTRACTOR WIRED AND Q SCALE: N.-T.S. (DMOUNTED BY FL.MTD.5'b"UNLE55 NOTED OTHERWI5E. rn REVERSE ACTING THERM05TAT-PROVIDE BY MECH. OT R CONTRACTOR WIRED AND MOUNTED BY E.G. MTV.5-b" UNLESS NOTED OTHERWISE. PADDY SPEED LINK LEGEND ONE HR.TIMER 51NITGH FURNISHED BY MELH.CONTRACTOR, CADDY I5r=6ALV.GABLE SPEED ® INSTALLED AND WIRED BY E.G. LINK ° BY VENDOR#18 _- -_-- $b$c$d -LIGHT FIXTURE TYPE ERICO / / O LADE DRAWING NOTE WITCH 1.E6 IRLUIT# DESIGNATION A,'2 b - TLH LEG ®bF -�E`ERGENGY W/BATTERY BACKUP AFF DIMENSION ABOVE FINISHED FLOOR TO BOTTOM OF DEVICE ®EH NL-N16HT LIGHT PERMIT S E T L°DWITGH LEG DE516NATION5 ARE MATCHED BETVEEN CONTROL DEVICES AND CO 2 MMTTDD.55U' KLE555NOTEDNSOR OTHEED�ASE MOUNTED BY E.G. 7l LIGHT FIXTURES LOCATED IN THE SAME ROOM UNLESS NOTED OTHERWISE. O!/'T L•O 3•!/T`3 CONTACT ENGINEER IF CLARIFICATIONS REQUIRED. GH GLOBAL HUMIDITY 5EN50R BALLAST MODULE 2.SU5 5LRIPT'a'DENOTES AN US E WITGH HOT LEG'a'THAT MUST ALWAY5 REMAIN M J M 22487 ON TO EACH EMERGENCY BATTERY PACK AND EXIT SIGNS,5HOH N WIRED TO O HUMIDITY SENSOR CONTROLLED LIGHTING CIRCUITS INDICATED ON PLANS.WHERE NOT NOTED AS 'NL,.FIXTURES SHALL BE ON CONTROLLED CIRCUIT. ANTENNA LOCATION TRAO I 3.ALL L16HT FIXTURES ARE FED FROM PANEL A UNLE55 OTHBZN15E NOTED. O 0 ADDENDUM#1 40 A ❑I WIRELE55 GALL BOX 02.23.2023 120/2M AUTOMATIC WALL 5WITGH WITH OCCUPANCY SENDING 2P-15Z-832 CABLE WALL WASH T AND TIMED SHUT OFF.WATT 5TOPPER MODEL#PW-IOIW.BY GRIPPER VU b-32 TRACK HEAD O VENDOR alb INTERNAL THREAD LIGHTING FIXTURE SCHEDULE AP ACOE55POINT5INCEILIN6. BY VENDOR NO 90 9 1 OS UWATT5 rOFPER NMOOA OR EQUAL(FOR USE HITH WAT75TOPPER A #BZ-50 POWER PACK).BY VENDOR NIB T C LIGHTING EA A-EM 2514'3 LAMP MATCH EXISTING)NAE24D30U PROVIDE EM.BAT.PACK TRACK BY VENDOR 3-F28T8/SP35 FOR TVNO LAMPS. M1 INFRARED GEILIN6 MOUNT OCCUPANCY SENSOR-WATTSTOPPEe "18 TRACK NOTES: 1 MOUNTING HEIGHT OPPER 1. LOCATE TRACK LIGHTING AS SHOWN ON ARCHITECT'S REFLECTED GEILIN6 PLAN. L61 4'LED STRIP G48LV52W6700LVDMV4OK 52H -DI C #I8 2. MOUNT ALL TRACK LIGHTING TO MATCH EXI5TIN6 AT EXP05ED AREAS,UNLESS OTHERWISE NOTE. LGIEM 4'LED STRIP WITH EMERGENCY DRIVER C48LV52W6lDLVDMV4O:-B4 52W PROVIDE EMERGENCY ®evie vivREVU I.iVUC l..iVlll�l�d/IliG RO OF 3. ELECTRICAL CONTRACTOR TO VERIFY COUNTS OF METAL HALIDE TRACK FIXTLRE5.LOCATE FIXTURES AS 5HOVN BATTERY DRIVER Y �y ON DRAYNIN6 EIOA.ELECTRICAL CONTRACTOR TO PROVIDE 5 ADDITIONAL FIXTURES FOR USE BY DICKS SPORTING 52 5GL FACE EXIT WITH EMERGENCY DRIVER APXIR IW MOUNTED AT 9'-6"AFF. A A I C� V��JNG`- A�I lE'Ch�O}?F�25A LIGHTING PLAN GOODS. /'11 V J ���,30(Zf w-D�C E.G.TO MATCH EXISTING I-172W LE ® FLUSH SINGLE GANG LAST IRON FLOOR BOX FOR DATA / 4. INITIAL AIMING FOR FIXTURES,AIM LIGHT FIXTURES 40 DEGREES A5 DIAGRAMMED,EMPHASIZING THE ADJACENT UL HIGH-BAY LED MATCH EXISTING MOUNTING HEIGHT ,��jr��R�p�M��R PLATE HUBBEL TRACK LIGH ING MERCHANDISE WALL P15PLAY AND BRANDING 6RAPHIL5.PERFORM FINAL AIMING ADJUSTMENTS AS DIRECTED BY FO rEll�IOT'L\JT TV IY"�7` 4 I DETAIL �OPEN CEILING) DGW5 5PORTINC GOODS AUTHORIZED REPRESENTATIVE EL.TO MATCH EXI5TIN6 SCALE: N.J.S. 5. TRACK 51APORTIN6 GABLES ARE TO BE 4'-0'ON CENTER WITH A SUPPORT LOCATED AT EACH TRACK BD OR ULML HIGH-BAY LE(NI6HTLIGHT) MATCH EXI5TING I-172W LED MOUNTING HEIGHT E 1 0 PER LOCAL LODE),FACTORY PREDRILLED HOLE5 ARE NOT DESIGNATED SUPPORT HANGING POINTS AND WILL NOT Pair GdI�RA5�0141415T VERIFY PROVIDE R SPAC r lJ. "j QLA4AIC,>LI*,T AND DIMENSIONS IN FIELD BUILDING H ELECTRICAL LOAD SUMMARY: V W EXISTING EPREFABRICATED f" PREVIOUS LIGHTING RETROFIT REPLACED(1 S EXISTING 33A WATT LED "MDP" P15TRIMION CENTER HI-BAYS WITH 172 WATT LED HI-BAYS.THIS REPRESENTS A POWER 600A MLO EXIST. REDUCTION OF 17.696 WATM CONNECTED LOAD. T_I AS PART OF THIS REMODEL THE FOLLOWING LOADS ARE BEING � 10�2CEXISTNG MN14 V N ADDED/REMOVED: EXISTING EXI5TIN6 IN 3/4"G �. UGHTING REMOVED =60 WATTS 400A 2OOA4 Q FEEDER FEEDER EXIST. RECEPTACLES ADDED =2.110 WATTS T-2 TskvA ExSTIN6 ARCHITECTURE TOTAL LOAD IS BEING INCREASED BY 2,100 WATTS 200A,3P GKT BREAKER 225A ENGINEERING BETWEEN THE LIGHTING RETROFIT AND THE CURRENT REMODEL,THE STORE FEEDER PLANNING 2945 SIDco 1- AS TN HAS ACHIEVED AN OVERALL REDUCTION OF 15,596 WATTS.THE EXISTING EXISTING GRAPHICS a7204 SERVICE IS ADEQUATE. 400A,3P GKT BREAKER I M26 IN 3/4"C ..)6ls 4.en0 EXISTING ..mpem2.eem FEEDER 125A,31 GKT BREAKER Gois ly signed by I J EXISTING A:era � EXISTING EXISTING EXISTING EXISTING FEEDER EX15T1N6 Date:02 PANEL PANEL PANEL PANEL PANEL 125A,3P GKT BREAKER SDP" 'A' "B' 480Y/2T1 48OY12-M 480Y/211 208Y/120 208Y/120 Gj 91 400A MLO 225A MLO 225A MLO IOOA MOB EXI5TING� EXI5TING I I FEEDER O tG 200A,3P GKT BREAKER � T11 FED a 15950 " r SPADE q EXIST. OF F J. O ExG/TTI R151BjA.E GT SECTION FOR NOVAR 1 3 16� I CABINET SERVICE METERING DISC. EX51TIN6 EXI5TI16 ANEL ® L EXISTING EXISTING EXISTING EXIST PANEL I I p UTILITY COMPANYTRANSFORMER 125A 125A ROOM 50A MOB 120A MOB FEEDER FEEDER FEEDER I (48O/21N,3PH,44 �LII ® L GRADE 6ROMD FLOOR(STOCK ROOM) - EXISTING GROUNDING ELECTRODE SYSTEM 2 ONE-LINE RISER DIAGRAM EXI5TING 600A 5ERAGE N.T.S. ENTRANCE CC � � II _ L G-q 3 1 Panel: EXISTING PANEL"A" Voltage:2771480v 3Ph 4w Panel: EXISTING PANEL"C" I'. Volta e:120/208v 3Ph 4w Panel: EXISTING PANEL"IG" Volta e:120l208v,3Ph,4w o IG Catle L Cotle C Cotle R Cotle M Cotle E Cotle K Cotle O Catle L Code C Catle R Catle M Code E Cotle K Cotle D Cede L Code C Cede R Cede M Cotle E Code K Cede D �, �, -No mpl NO. ----0escnp50n ___-- PM1 __-VA VA VA VA VA VA VA No. mp/p Note Descnpti0n Ph VA VA VA VA VA VA VA -No. Amp/p Nde Oescnptlm Ph VA VA VA VA VA VA VA w 'm c 1 MM EX LTS NIGHT/EMERGENCY -A- 1840 1 2011 EX LTS-CUSTOMER TRACKS -A- 11]0 1 20/1 EX REG CHECKOUTS -A- 500 9a $ 3 Mtl EX LTS NIGHT/EMERGENCY -B- MID 3 2011 EX LTS-CUSTOMERTRACKS -B- 11]0 3 20/1 EX REG CHECKOUTS -B- 500 wS 5 20/1 LTS-NIGHT/EMERGENCY -C. ins 5 2011 EX LTS-CUSTOMERTRACKS -C- 990 5 20/1 ENSTING SPARE -C- Q 'a'oE 7 20/1 EX LTS NIGHT/EMERGENCY -A- two 7 2011 EX LTS-CUSTOMER TRACKS -A- NO ] 20/1 REC-SHOERUMER -A- no T tf ca u 9 20/1 EKISTNG SPARE -B- 9 20/1 EX LTS-CUSTOMER TRACKS -e- 38] 9 20/1 REC-SHOERUNNER -B- no y P a L L- 11 Zll/1 EXISTING SPARE -C- tt ]011 LTS-CUSTOMER TRACKS -C- 910 11 ZIU1 R�-AOS -C- 3fi0 Z g y. L 13 ZD/1 EXISTNG SPARE -A- 13 2.1 EX LTS-CUSTOMER TRACKS -A- 990 13 2DA EXISTING SPARE -A- 15 .11 EX LTS CUSTOMER -B- 2DlD 15 20/1 EX LTS-CUSTOMER TRACKS -8- NO 15 2DA IXREG HEAD CASHIER -B- 600 J 17 A/1 EX LTS CUSTOMER -C- 2DlD 17 2011 EX LTS-CUSTOMER TRACKS -C- 940 17 2DA EX REG STORIEDEPT MANAGER -C- 720 0 G'n S E 3 E C2FTT 19 20/1 EX LTS CUSTOMER -A- 1T30 19 2011 EX LTS-CUSTOMER TRACKS -A- NO 19 2DA IXREG DISTRICT MANAGER -A- 400 L 21 20/1 EX LTS CUSTOMER -B- 1T30 21 2.1 EX LTS-CUSTOMER SERVICE COUNTE-B- 500 21 2DA EX REG GOLF SWING ANALYZER 23 20/1 EX LTS CUSTOMER -C- 1380 23 MI LTS-FOOTWEAR LIGHT BOX -C- NO 23 20/1 ENSTING SPARE -C- 0423777-014 / 25 20/1 EXLTS-CUSTOMER -A- M70 25 2011 EXREC-FOOTWEAR DISPLAY -A- 180 25 20/1 ENSTING SPARE -A- 500 2l 20/1 EX LTS CUSTOMER -13- 1380 27 2.1 EX 1 MAN EQUIPMENT RACK -8- 500 27 M/1 EX I DATA I -B- 200 29 20/1 EXISTNG SPARE -C- 29 2011 EX 1 MAN EQUIPMENT RACK -C- 599 29 20/1 EXREC-GOLF OUTLET -C- lE 31 A/1 EXISTING SPARE -A- 31 2.1 EX LTS-WOMEN',STUDIO FITTING ROOF-A- 400 31 20/1 'STING SPARE -A- 500 L L 33 A/1 EXISTING SPARE -B- 33 2.1 EXISTING SPARE -8- 33 20/1 EXISTING SPARE -B- 500 % .11 LTS-EMPLOYEE STOCKROOM -C- 1532 35 2.1 EXISTING SPARE -C- 35 M/1 EX REC-HUNTING LICENSE -C- 180 37 20/1 EXISTING SPARE -A- 37 2011 EXISTING SPARE -A- 37 M/1 EXISTING ACC SPARE -A- 39 20/1 EX WOKRS OAP/ICE AREA -B- 1100 39 2.1 EXISTING SPARE -e- 39 M/1 EX RED-FOOTWEAR DISPLAY KIOSK -B- 180 41 20/1 EX LTS-WOKRSHOP/GOLF AREA -C- 450 41 2011 EXISTING SPARE -C- 41 20/1 EXREC-FOOTWEAR DISPLAY -C- 180 2 20/1 EX LTS EMPLOYEE -A- 2420 2 2.1 EXISTING SPARE -A- 2 M/1 EX REG CHECKOUTS -A- 500 I6 4 20/1 EX LT S EMPLOYEE -B- 2420 4 2.1 EXISTING SPARE -e- 4 M/1 EX REG CHECKOUTS -B- 500 6 20/1 EX LTS EMPLOYEE -C- 1730 6 2.1 EXISTING SPARE -C- 720 6 20/1 ENSTING SPARE -C- 1 8 A/1 EX LTS EMPLOYEE -A- 138D 8 2011 EXI-STORE FRONT DOOR BELL -A- 15D 8 20/1 ENSTING SPARE -A- A 10 N/1 EXISTING SPARE -B- 10 2011 EX LTG-LODGE DISPLAY CASE -8- 900 10 20/1 EX REG EMPLOYEE TIME CLOCK -B- 1W ® L 12 20/1 EXISTING SPARE -C- 12 20/1 EXISTING SPARE -C- 12 20/1 EXREC-GEN.ACCESSORIES -C- 400 14 20/1 EX LTS CUSTOMER -A- two 14 2.1 EXISTING SPARE -A- 14 M/1 EXREC-GEN.ACCESSORIES -A- 400 16 MM EX LTS CUSTOMER -B- 2420 18 2011 EXISTING SPARE -e- 16 20/1 EXISTING SPARE -B- _ a 18 20/1 EX LTS CUSTOMER -A- 1040 18 20/1 EXREC-CHECKOUT TVB -C- low 18 20/1 EX EG ADT CELL BACK-UP -C- 200 M 20/1 EX LTS CUSTOMER -A- M70 20 20/1 E%LTS-FOOTWEAR DISPLAY -A- 100 20 20/1 EX I PHONE BOARD -A- 400 22 20/1 EX LTS CUSTOMER -B- N20 22 20/1 EXISTING SPARE -B- 22 20/1 EX REG FOOTWEAR STOCK KKI9K -B- 360 24 20/1 EX LTS CUSTOMER C- 2420 24 20/1 E%STIING SPARE -C- 24 20/1 EX REG LODGE KIOSK -C- 360 j� ZB .11 EX LTS CUSTOMER -A- 1WO 26 20/1 EXEO-GOLF SHOWCASE -A- 26 20/1 EX EO-ADT -A- 100 1 M MM EXISTING SPARE -e- 28 20/1 E%LTS-GOLF DISPLAY VALENCE -B- 600 28 20/1 EXREC-IDF-1 -B- 100 DIck1$ 30 20/1 EXISTING SPARE -C- LL r 30 20/1 E%LTS-GOLF DISPLAY VALENCE -C- 600 30 20/1 ENSTING SPARE -C- 32 20/1 E%ISTINGSPARE -A- 32 20/1 E%LTS-GOLF DISPLAY VALENCE -A- 600 32 2011 EXISTINGSPARE -A- Sporting L4-jiHE LW L 34 MM EXISTING SPARE -B- 34 20/1 11-EFT -B- Soo 34 2DA EXISTING SPARE -B- 1 3 36 20/1 EXISTING SPARE -C- Goods 38 20/1 EXISTING SPARE -A- 36 2Q/1 E%EQ-I -C- 11M 36 2DA EXISTING SPARE -C- IG-I1 40 20/1 EXISTNG SPARE -B- 38 2Q/1 11-I -A- 450 38 2DA IREC-LODGE SCALE -A- 180 343 Court Street 42 20/1 EXISTING SPARE -C- 40 2Q/1 EXISTING SPARE -B- 40 2DA EXISTING SPARE -B- COrOOpOIlB.PA 15108 Thro 9M1 _ A q2 201 EX EQ-I -C- 200 42 M/1 EX REC-SHIP FROM STORE -C- 3� (p)724.273.3400 -Feetl Lug NONE -B- Thmuph -- -A- T,-gh - -A- Feed Lug NONE -B- Men - -A- 15280 0 0 0 D 0 0 C ction NONE -C- Con clai - -C- Breaker NONE -B- 16070 0 0 0 0 0 0 M m - -A- 4510 0 740 450 0 0 0 M n - -A- 0 M20 680 0 0 0 0 -- -C- 12i48 0 0 0 0 0 0 B ker W0'3 -B- 3487 0 1400 Soo 0 0 0 & ker 50/3 -B- 0 3180 1260 0 0 0 0 = O.-rent DaNca Notes - -A- -e- -C- -- -C Mao 0 MM 12M 0 0 0 -- C 0 2)20 920 0 0 0 0 0 1 Conn KVA phase loatls 43.7 15.3 16.1 12.3 Ovemument Oevlce Notes Total -A- -B- -C- OWfCUrreD[ITBNCB NMBS Taal -A- -B- -C- 2 DmE Conn Bus KVA loatls 1- CohhKVAphase loads 18.2 5.7 5.4 7.1 1- Cahn VA phase loads 11.6 4.2 4.4 2.9 77Z7- 3 S4.6 43.7 Cotle L-Lighting 2- Dmtl Conn Bus KVAloatls 2- Gnd Conn Bus I loatls 4 0.0 0.0 CotleC Conv_nience Receptacles(180 W) 11.7 C. I-Ugtding 3- 0.0 0.0 Catle1 Ughting 5 0.0 0.0 Catle R Receptacles(Non Comenienoe) 4- 0.0 0.0 Cotle C-Comen ence Receptacles(180 W) 4- 8.7 8.7 Catle C-Convenience ReceplacLes N80 W) PaneLb 1 Noes 0.0 0.0 Cotl M NiLargest Mlr VA= 5- I I Cotle R Rec pt cles(Non Convenience) 5- 2.9 2.9 Cotle R R pt Les(H.CoMn ence) 1- 0.0 0.0 Cotl E EI d'c Heal Panelboartl Noes 2.2 2.2 Cotle M Md Largest Mtr VA= Panelboartl Notes 0.0 OFF Cotle M Md Largest Mtr VA 0 2- 0.0 0.0 Cotle K 14tcM1en Equip Dmtl= t00% 1- U.0 0.0 Co E Elect Heat 1- 0.0 0.0 Catle E Electra I 3- 0.0 0.0 C. 0 Duelling Unts(H-Ndel Rowns) 2- Cotle K Kitchen Equ p Dmd= 100% 2- 0.0 0.0 Cotle K Kitchen Equ p Child= 100% LLI O 4- 55 44 Total KVA 3- 0.0 0.0 Cotle❑ Dwtll ng Units(Hottl/Mdel Rooms) 3- oo 0.0 Cotle D DWeII ng Units(Hotel/Adel Rooms) C^ I 5- 0 Spare KVA Spere= 0% 4- 1Total q- Td.1 KVA ) LLJ I") IXISTING Mounting 5S Adjust.-A(De and Spare KVA) 5- 0 Spare KVA 1 Spare= 0% 5- 0 Spare KVA Spare 0% W I� IXLSTING :Amps ALC ReIng 88 AEIulOEAmp(DemanE+Spare KVA) EXISTING Mount ng 21 Atljustetl KVA(Demantl+Spare KVA) EXISTING Mounting 12 Adjustetl KVA(Danantl+Spare KVA) W 225 :Amp Rol ng of Bus 72 High Phase Amps(DemanE+Spare KVA) 2/2Y2023 EXISTING Amps AlC Rat ng S9 Adju9ed Amps(Demand+Sparc KYA) ISTING Amps Al.Rating 32 Atl ustetl Am,DemaI. are KVA 225 :Panel Amp Rat ng(Min Main or Bus Rat ng) F le Name: PmjeM Number' Prqect Name: 225 Amp Ratng d Bus 87 High Phase Amps(DemanE+Spare KVA) 2/22/2023 100 :Amp Rating dBus 37 HI h PhaSo Am s Demand+Spa re KVA 2WZL2023 /7-T 480 :Phase to Phase VOXage A 0423777-014 DSG-TWN FALLS,10 200 :Panel Amp Rating(Min Main or Bus Rating) FLIe Name: Prgect Number: Project Name: 50 :Penal Amp Rating(Min I ar Bus Rsting) FLIe Name: Prqect Number: Pr9ect Name: V/ Zoe :PM1ase to In-.Vdtage C 04237n-014 OSG-TWIN FALLS,ID p8 :Phase to Phase Vdtgge IG 0423777-014 DSG-TWIN FALLS,ID I Q L�LI LQL0Cn LL � Jo J Q za' z APPROXIMATE LOCATION OF EXISTING 1T J PANEL60ARD5.SEE 2/E2O FOR V/ MORE INFORMATION PERMIT SET ELECTRICAL 02.03.23 1 1 POWER & DATA PLAN MGM 22487 SCALE: 3/32" = 1'-0" QADDENDUM #1 A 02.23.2023 GENERAL NOTES - DRAWING E2.0: CODED NOTES:O A. VOLTAGE DROPS ARE BASED ON FEEDER CONDUCTOR5 SIZED FOR A 1. PROVIDE 16-RECEPTACLE MOUNTED AT I8"RELE55ED IN WALL OR ON MAXIMUM VOLTAGE DROP OF 2%AT DE516H LOAD.BRANCH GIRGUIT COLUMN FOR 51-10ERUNNER.ROUTE CONDUITS DOWN THE COLUMN ON IN CONDUCTORS SHALL BE 51ZED FOR A MAXIMUM VOLTAGE DROP OF 3%AT THE WALL FC TO PROVIDE A SEPARATE IN5ULATED/15OLATED GROUND DESIGN LOAD.THE CONTRACTOR SHALL USE THE FOLLOWING CHART TO RECEPTACLE BACK TO PANEL'I6'. SIZE BRANCH CIRCUITS: FOR 20A BRANCH GIRLUIT5 ONLY: 2. LIGHT BOX:CENTER 20A QUAD RECEPTACLE ON WALL BEHIND LI6HTEOX. ALL BRANCH G211-5 MORE THAN 15 FEET IN LENGTH FOR 120 VOLT MOUNT ON CENTER LIFE AT I'-6"AFF.OUTLET AND FACEPALTE TO BE CIRCUITS AND 2O0 FEET FOR 2TT VOLT GIROUIT5 SHALL BE MINIMUM r10 BLAON ALL CITY APPROVED PLANS ALL BRANCH CIRCUITS MORE THAN 150 FEET IN LENGTH FOR 120 VOLT 3. CONTRACTOR TO REUSE LOCAL CIRCUITS ABANDONED AS PART OF THE GIRCUIT5 AND 400 FEET FOR 211 VOLT CIRCUITS SHALL BE MINIMUM 08 REMODEL A5 P055IBLE.GIRGUIT NUMBER5 ARE FOR REFERENCE ONLY. AW6. ELECTRICAL ALL BRANCH CIRCUITS MORE THAN 225 FEET IN LEN6TH FOR 120 VOLT 4. PROVIDE IG-RECEPTAGLE AND DATA RECEPTAGLE MOUNTED AT 18"ON Reviewed for Code Compliance CIRCUIT5 SHALL BE MINIMUM 06 AM. POWER&DATA ALL BRANCH ORGUITS MORE THAN 350 FEET IN LENGTH FOR 120 VOLT COLUMN FOR IN5U ROUTE CONDUITS DOWN THE COLUMN.EG TO PROVIDE CIRGUIT55HALL BE MINIMUM 04 AWG. ASEPARATE INSULATED/ISOLATED GROUND RECEPTACLE BACK TO PLANS MUST BE ON JOB SITE PLANS,RISER& PANEL'I6'. PANEL B. ALL TfERM05TAT LOCATIONS%ALLBE APPROVED BYDIION51TE REPRESENTATIVE. FOR ALL INSPECTIONS SCHEDULES G. ALL CONDUITS RUN IN EXPOSED CEILING AREAS SHALL BE RUN WITH /� O STRUCTURE TIGHT TO UNDER SIDE OF ROOF DEGKIN6 IN AGGORDANGE WITH L N.E.G.ARTICLE 300.40. ,H Page T@�TLfE{�Y)MUST VERIFY "J ff!!LL 774kRRAAI AND DIMENSIONS IN FIELD Vl H u FIRE PROTECTION LEGEND � �� � —F—-FIRE PROTECTION PIPING V ® -RECESSED PENDANT 5PRINKLER HEAD FOR �. AREAS WITH FINISHED TILED CEILINGS 4 -DRY SIDE WALL,HIGH TEMPERATURE SPRINKLER HEAv. vISPLArRoows. ARCHITECTURE 2 3 4 5 6 O -UPRIHTSPRINKLERHEAD ENGINEERING PLANNING sou snoo-K -CONCEALED PLATE SPRINKLER HEAD (IN AREAS GRAPH I CS Res Ts WITH 6YPBOARD CEILIN65) �Ol -UPRIHT SPRINKLER HEAD WITH PROTECTIVE ..� CAGE (IN GOLF FITTING CENTER) o�"z"°ms°.ozis"`z i::.Peeetlorm IK HDDRY/ANTI-FREEZE CONCEALED PLATE SPRINKLER S��E$FoN��y IAII F a F`A 14849 HEAD TYPE AREA RECESSED PENDANT AREAS WITH FINISHED TILED 6EILIN65 'Fgg7EGF�PQ' AF ROESS� e UPRIGHT EXPOSED AREAS CONCEALED SHEETROCK AND COFFERED VAULTED CEILIN65 2/23/2023 FIRE PROTECTION NOTES: A. BUILDNG SPRINKLER 5YSTEM 15 EXISTING. FIRE PROTECTION CONTRACTOR SHALL PROVIDE NEW HEADS,PIPING,ETC.,AS REQUIRED TO PROVIDE A CODE COMPLIANT SPRINKLER SYSTEM. CONTRACTOR SHALL VI51T 51TE AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO START OF ANY WORK. B. FIRE PROTECTION SYSTEM 15 AN EXI5TIN6 WET SPRINKLER SYSTEM AND SHALL BE E DESIGNED PER THE LATEST EDITION OF NFPA 13,FM AND ALL LOCAL AND STATE FIRE CODES. C. REFER TO 5PEGIFICATION5 FOR HAZARD CLASSIFICATION AND ALL DE516N DENSITIES. D. REFER TO SPEGIFICATION,FOR ADDITIONAL INFORMATION ON SPRINKLER HEADS. _ 9 ® E. A MINIMUM 8"CLEARANCE SHALL BE PROVIDED FROM THE BOTTOM OF THE SPRINKLER - PIPIN6 TO THE SUSPENDED GEILIN6. _ o F. PROVIDE AN I145PEGTOR'5 TEST CONNECTION WITH DRAINS LOCATED TO THE EXTERIOR OF THE BUILDING OR INTO SANITARY DRAINS OF ADEQUATE 51ZE TO PERMIT FULL FLOW DRAIN - TESTS. C 1� G. NEW SPRINKLER PIPING TO BE INSTALLED WITHIN BAR JOISTS WITH MAINS INSTALLED TINT CQ - E ` TO BOTTOM OF JOISTS. PITCH ALL PIPING FOR PROPER DRAINAGE. tg u H. FIRE EXTIN6UI5HER5 SHALL BE A5 SPECIFIED AND TO BE SET WITH WALL BRACKET. Z E = c NUMBER AND LOGATION5 OF EXTIN60ISHER5 TO BE AS DIRECTED BY LOCAL FIRE MARSHAL. HIGHER SPRINKLER DELSITIE5 ARE REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION. 0 0 a REQUIRED IN HATCHED AREAS. REFER a E TO 5PEGIFIGATIONE FOR ALL DENSITY I. ALL SPRINKLER PIPING AND HEADS SHALL INSTALLED TO C PERMIT THE INSTALLATION Of: x REQUIREMENTS AND COORDINATE WITH ALL MECHANICAL AND ELECTRICAL SYSTEMS.S. SPRINKLER CONTRACTOR SHALL RELOCATE PLAN FOR PIPING AND ARGHITECTURAL FIXTURE HEADS IF REQUIRED TO ACCOMMODATE MECHANICAL AND ELECTRICAL 0423777-014 J FIXTURE LOCATIONS. III I SYSTEMS. J. NO NET SPRINKLER PIPING SHALL BE INSTALLED AT LOCATIONS SUBJECT TO FREEZING. 9 D PROVIDE ANTIFREEZE SYSTEM DRY PIPE 5Y5TEM FOR AREAS NOTED;VESTIBULES,DISPLAY Ir WIND01,45 OR ANY SPACE EXTERIOR OR NOT CLIMATE CONTROLLED, K. TH15 DRAWING 15 INTENDED TO PROVIDE GENERAL LOCATIONS AND TYPE5 OF SPRINKLER _ E III HEADS,NOT ALL SPRINKLER HEADS ARE INDICATED ON THE DRAWING. SPRINKLER CONTRACTOR SHALL PROVIDE ADDITIONAL SPRINKLER HEADS AS REQUIRED BY NFPA 13 AND LOCAL JURISDICTIONAL REQUIREMENTS. O L. SPRINKLER HEADS SHALL BE INSTALLED ABOVE AND BELOW ALL OUCTNIORK GREATER THAN 48"WIDE. M. ALL PIPE PENETRATIONS OF RATED RAT WALL5 SHALL BE FIRE STOPPED TO MAINTAIN FIRE RATING OF WALL. MODIFY EXISTING SPRINKLER LAYOUT N. ALL FIRE PROTECTION DRAWINGS,HYDRAULIC GALGULATIOItS AND SIPPORTIN6 IN THE RENOVATED AREA A5 g ® / DOCUMENTATION SHALL BE COMPLETED BY THE FIRE PROTECTION CONTRACTOR AND REQUIRED. FIELD VERIFY TYPE AND n'� `JUBMITTED TO LOCAL AUTHORITIES HAVING JURISDICTION AND TO DICKS INSURANCE LOCATION OF EXISTING SPRINKLER UNDERWRITER FOR REVIEIN AND APPROVAL PRIOR TO FABRICATION OF ANY PIPING OR HEADS. PROVIDE NEW ADDITIONAL SYSTEM GOMPONENT5.REFER TO 5PEGIFICATION5 FOR DICKS INSURANCE UNDERWRITER D i c k'S SPRINKLER HEADS IF REQUIRED FOR I INFORMATION, PROPER Go ERAGE. ° Sporting O o E O LAYOUTCOORDINLI HT5INSTALLATION ARELNO�O BE MO OF INKLER VED,SPRININc KLERITH PIPING SHALL BE ROUTED ROUND PARTITION Goods III LIHT5 A5 REQUIRED, 345 Court Street P. HANGER NOTES: Coraopolis, PA 15108 (P)724.273.3400 C 1. PIPES LARGER THAN 4 IN,RUNNING PARALLEL TO BAR J015T SHALL BE HUNG FROM TRAPEZE HANGER5 SUPPORTED NEARLY EQUALLY BY TWO JOISTS. E 2.ONLY ONE PIPE SHALL BE SUPPORTED FROM A SINGLE TRAPEZE HANGER UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL EN61NEER OF RECORD. 3.HANSER5 WITH MORE THAN 150 POUNDS OF LOAD SHOULD BE ATTACHED TO THE J015T ° O AT A PANEL POINT. 4.COORDINATE ALL HANGER TYPES AND LOCATIONS WITH THE STRUCTURAL ENGINEER OF RECORD. 0. FIRE PREVENTION SYSTEM SHALL BE DE516ND FOR A FSFW. o I— LLJ 0 L— J Cnwro LLJ THIS DRAWING IS FOR REFERENCE � F_ ONLY. FIRE PROTECTION CONTRACTOR u, II FOR THIS PROJECT SHALL PROVIDE w ° FULLY DETAILED SPRINKLER PLANS Q O Cfi w AND CALCULATIONS. :�i J o E J J O _j < 0 z T z_ E Q U E PERMIT SET A 02.03.23 MJM 22487 ADDENDUM#1 A 02.23.2023 1 FIRE PREVENTION FLOOR PLAN SCALE: 3/32" - V-0" CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FIRE FOR ALL INSPECTIONS PREVENTION GGPI�II TTQQ '� FLOOR ELD PLANPLAN Pag C� pN�7iNEF AND O Vl H 1.07 SPRINKLER SYSTEM PERFORMANCE CRITERIA 5. Main Stockroom,Footwear Stockroom,and Receiving Area(storage height up to 15 feel) W A. Design Criteria:All criteria are based on the presumption of wet-pipe sprinkler systems being installed in heated areas.If freeze a. Racks will be 15 feet in height with a maximum useable storage height of 15 feet. F potential exists,contact the Fire Protection Consultant or DSG's Insurance Consultant.When remodeling existing Dick's Sporting Goods b. Class I-IV Commodities and Group A Plastics to a maximum storage height of 15 feet.stores,in which a full code review is not required,general contractors will only be required to submit drawings and questions to c. Class I-IV Commodities willbe stored on single/double-row racks;product may be on wooden pallets or in cardboard boxes.DSG's Insurance Consultant. d. Group A Plastics will be cartoned(not exposed),non-expanded,stable;stored on single/double-row racks(open-grated mesh); MMU THERE ARE TWO TYPES OF SALES FLOOR AREAS.A SALES FLOOR WITH A SELF-SERVICE FOOTWEAR AREA AND SALES FLOOR WITH A product may be on wooden pallets. FULL-SERVICE FOOTWEAR AREA.DESIGN CRITERIA ARE INCLUDED FOR BOTH SALES FLOOR TYPES IN THIS SPECIFICATION.THE GENERAL e. Design criteria shall be in accordance with NFPA 13 Chapter 17,"Protection of Plastic and Rubber Commodities That are Stored CONTRACTOR SHALL VERIFY WHICH DESIGN CRITERIA SHALL BE USED FOR THIS PROJECT,BASED ON THE TYPE OF SALES FLOOR.ONLY on Racks."Further details listed below. ONE APPLICABLE OPTION SHOULD BE SELECTED AND THE OTHER OPTIONS SHOULD BE DELETED TO MAINTAIN CLARITY. f. In-rack sprinklers shall not be permitted. 1. Soles Floor with Full-Service Footwear Area. g. Sprinkler spacing shall be a maximum of 100 sq.ft.based on the use of standard coverage sprinklers;with a minimum ARCHITECTURE a. Class -IV Commodities(maximum height of 12 feet)and unexpanded,cartoned or exposed Group A Plastics(maximum display nominal K-factor of 11.2.Extended coverage EC-25 sprinklers may not be used. ENGINEERING height of 8 feet)on solid display shelves. F. Comply with installation requirements of NFPA 13 and sprinkler manufacturer's listing requirements including requirements for PLANNING sou soco osrrt b. Design Density and Area:0.18 gpri ft.for the most remote 2,500 sq.ft.in accordance with NFPA 13 Sections 14.2.3.1 spacing of sprinklers and clearance between the sprinkler deflector and top of storage. ■°soeus,D and 11.2.3,Table 132A,and Figure 11.2.3.1.1,Ordinary Hazard Group 2;deviations will not be permitted;alternate oink on The water su must be ca able of the rescribed s rinkler demand lus 500 m hose stream allowance for 120 minutes GRAPHICS nsa 9 ry P P P pPY P P P P gP p)w em.ausno the OH2 curve will not be permitted. (NFPA 13 Table 12.8.6). c. Sprinkler spacing:maximum 130 sq.ft. j. For ceiling heights less than 20 feet-Ceiling level sprinklers only: d. Extended coverage sprinklers with coverage up to 196 sq.ft.per sprinkler that are listed for Ordinary Hazard may be permitted 1) Hydraulic calculations shall be provided to demonstrate 0.60 gpm/sq.ft.over the most remote 2,000 square feet,with subject to the approval of DSG's Insurance Consultant minimum nominal K-factor 11.2 high temperature-rated(286'F)sprinklers(NFPA 13 Figure 17.2.1.2.1(b)). e. Sprinkler temperature rating:Ordinary(1550E-1657). k. For ceiling heights at least 20 feet and up to 22 feet-Ceiling level sprinklers only: gS\ONAL FN f. The water supply most be capable of the prescribed sprinkler demand plus 250 gpm hose stream allowance for 60 minutes 1) Hydraulic calculations shall be provided to demonstrate 0.45 gpm/sq.ft.over the most remote 2,000 square feet,with t4� �NCENSte� (NFPA 13 Table 13.2.1). minimum nominal K-factor 11.2 high temperature-rated(2813T)sprinklers(NFPA 13 Figure 17.21.21(b)note 2). F1n g. Provide concealed sprinklers in the entry,golf range,archery shooting area,and other areas subject to mechanical injury. I. For ceiling heights greater than 22 feet and up to 25 feet-Ceiling level sprinklers only: oL A 2. Sales Floor with Self-Service Footwear Area. 1) Ceiling sprinklers discharge density:0.60 gprni ft.for the most remote 2,000 square feet with minimum nominal 14849 a. Sales Floor Area(excluding Self-Service Footwear Area) K-Factor 11.2 high-temperature-rated(286'F)sprinklers(NFPA 13 Figure 17.2.1.2.1(b)). 1) Class I-IV Commodities(maximum height of 12 feet)and unexpanded,cartoned or exposed Group A Plastics(maximum 2) For ceiling heights at least 20 feet and up to 30 feet-Ceiling level Sprinklers Control Mode Specific Application .F-�9JEOF P� 2) display height Desgn Density nand Area)0.18 on ogpm/sglid loft.for the most remote 2,500 sq.ft.in accordance with NFPA 13 Sections Sprinklers: gpyFRoes 14.2.3.1 and 11.2.3,Table 13.2.1,and Figure 11.2.3.1.1,Ordinary Hazard Group 2;deviations will not be permitted; 3) The sprinkler criteria shall be in accordance with NFPA 13 Table 17.2.2.1,with ceiling level protection only with Control alternate p on the OH2 curve will not be permitted. Mode Specific Application(CMSA)sprinklers. oints 4) Option1 Hydraulic calculations shall b provided t demonstrate hydraulic di criteriaf fifteen(15) dt 3) Sprinkler spacing:maximum 130 sq.ft. : yrauc caculaons e o emonsrae yrauc design of pendent 2/3/2023 4) Extended coverage sprinklers with coverage up to 196 sq.ft.per sprinkler that are listed for Ordinary Hazard may be sprinklers with a nominal K-factor of 19.6,operating simultaneously at a minimum pressure of 16 psi. 5) Option 2:Hydraulic calculations shall be provided to demonstrate hydraulic design criteria of twenty(20)upright sprinklers permitted subject to the approval of DSG's Insurance Consultant. with a nominal K-factor of 11.2,operating simultaneously at a minimum pressure of 75 psi. 5) Sprinkler temperature rating:Ordinary(155'F-165°F). 6) The maximum sprinkler spacing shall be 10 feel and a minimum clearance of 36 inches shall be provided between the 6) The water supply must be capable of the prescribed sprinkler demand plus 250 gpm hose stream allowance for 60 sprinkler deflector and the top of storage.Comply with all conditions of manufacturer's data sheet for the selected CMSA minutes(NFPA 13 Table 13.2.1). sprinklers. 7) Provide concealed sprinklers in the entry,golf range,archery shooting area,and other areas subject to mechanical injury. 7) Contact DSG Insurance Consultant for list of approved CMSA Sprinklers. b. Sales Floor-Self-Service Footwear Area 8) For ceiling heights at least 20 feet-Early Suppression Fast Response Sprinklers: 1) Storage and display of Class I-IV Commodities and unexpanded,cartoned and exposed Group A Plastics(maximum 9) The sprinkler criteria shall be in accordance with NFPA 13 Table 17.2.3.1,with ceiling level protection only with ESFR display height of 8 feel). sprinklers. 2) Design criteria for the sprinkler protection over the Self-Service Footwear area to extend a minimum of 15 feet into the 10) The maximum sprinkler spacing shall be 10 feel and a minimum clearance of 36 inches shall be provided between the adjacent Sales Floor or to a permanent partition(NFPA 13 Section 11.1.2). sprinkler deflector and the top of storage.Comply with all conditions of manufacturer's data sheet for the selected ESFR 3) Sprinkler temperature rating:Ordinary(155'F-165°F) sprinklers. 4) For ceiling heights up to 25 feet: 11) The water supply must be capable of the prescribed sprinkler demand plus 250 gpm hose stream allowance far 60 (a) Option 1:The sprinkler criteria and storage configuration in accordance with NFPA 13 Section 20.3.3. minutes(NFPA 13 Table 12.8.6). (1) Hydraulic calculations shall be provided to demonstrate primary criteria of 0.425 gpori ft.over the most remote 6. Main and Footwear Stockroom and Receiving Area(storage height up to 17 feet with grated walkway) 2,000 sq.ft.and secondary criteria of 0.50 gpm/sq.ft,for the four most hydraulically demanding sprinklers. a. Class I-IV Commodities and Group A Plastics to a maximum storage height of 17 feet. - (2) Comply with all the conditions listed in NFPA 13 Section 20.3.3. Is. Single-and double-row racks connected by an open-grated walkway;the rack structure shall be protected in accordance with _ (3) Sprinkler spacing shall be a maximum of 196 sq.ft.based on the use of extended coverage K25.2 sprinklers; criteria for multi-row racks;product may be on wooden pallets or in cardboard boxes. Tyco Model EC-25 or approved equal.Comply with all conditions of the manufacturer's product data sheet for the c. Group A Plastics will be cartoned(not exposed),non-expanded,stable;stored within shelves(solid or open-grated mesh)or Tyco EC-25 sprinkler. single/double-row racks(open-grated mesh);product may be on wooden pallets. - (4) Note that this sprinkler requires a minimum of 36-inch clearance between the sprinkler deflector and the lop of d. In-rack sprinklers shall not be permitted. storage.If the actual clearance is less than 48-inches,the minimum operating pressure shall be 22 psi. e. The water supply most be capable of the prescribed sprinkler demand plus 500 gpm hose stream allowance for 120 minutes - _ (5) The water supply must be capable of the prescribed sprinkler demand plus 500 gpm hose stream allowance for (NFPA 13 Table 12.8.6). Q c 120 minutes(NFPA 13 Table 12.8.6). F Ceiling sprinkler spacing:maximum 100 sq.ft.Deviations will not be permitted;extended coverage EC-25 sprinklers may not be _m _ (b) Option 2:The sprinkler criteria in accordance with NFPA 13 Section 15.2.2. used. 3: m g (1) Back-to-back shelf storage of plastic and rubber commodities with storage height up to 12 feet. 9 High temperature-rated(286T)ceiling sprinklers at the ceiling only.Deviations will not be permitted. Z y= (2) Design Density and Area:hydraulic design criteria of 0.60 gpm/sq.ft.over the most remote 2,500 sq.ft. h. Provide upright sprinklers beneath the open-grated walkway.Coordinate with lighting fixtures.The sprinkler locations shall align - with the transverse flue spaces and shall not exceed 8 feet between sprinklers and 4 feet from the end of a rack or wall. (3) Sprinkler spacing shall be a maximum of 100 sq.ft.,based on the use of standard coverage sprinklers. Pipe shall be installed as high as practical.Minimum discharge density of 0.20 gpm/square fool over 1,500 square feet with a (4) Sprinklers with a minimum nominal K-factor of 11.2. maximum spacing of 130 square feet(NFPA 13 Figure 11.2.3.1.1).The sprinklers are required to be provided with shields to 5) For ceiling heights greater than 25 feet and up to 30 feet: protect from the discharge of overhead sprinklers(NFPA 13 Section 8.5.5.3.3). 0423777-014 J (a) The sprinkler criteria in accordance with NFPA 13 Section 15.2.2. 1. For ceiling heights up to 27 feel-Ceiling level Sprinklers Only: (b) Back-to-back shelf storage of plastic and rubber commodities with storage height up to 12 feet. 1) Hydraulic calculations shall be provided to demonstrate 0.60 gpirl ft.over the most remote 2,000 square feet,with (c) Design Density and Area:hydraulic design criteria of 0.60 gpri ft.over the most remote 2,500 sq.ft. nimum nominal K-factor 11.2 high temperature-rated(286T)sprinklers(NFPA 13 Figure 17.2.1.2.1(c and d)note 2). (d) Sprinkler spacing shall be a maximum of 100 sq.ft.,based on the use of standard coverage sprinklers. T For ceiling heights at least 22 feet and up to 30 feet-Ceiling level Sprinklers Control Mode Specific Application Sprinklers: (e) Sprinklers with a minimum nominal K-factor of 11.2. 1) The sprinkler criteria shall be in accordance with NFPA 13 Table 17.2.2.1,with ceiling level protection only with Control 6) For ceiling heights greater than 30 feet: Mode Special Application(CMSA)sprinklers. (a) Contact DSG's Insurance Consultant contact. 2) Option 1:Hydraulic calculations shall be provided to demonstrate hydraulic design criteria of fifteen(15)pendent STOCKROOMS ARE DEFINED AS THOSE WITH"STORAGE HEIGHT UP TO 12 FEET"OR"STORAGE HEIGHT UP TO 14 sprinklers with a nominal K-factor of 19.6,operating simultaneously at a minimum pressure of 16 psi. FEET"OR"STORAGE HEIGHT UP TO 15 FEET WITHOUT A GRATED WALWAY"OR"STORAGE HEIGHT UP TO 17 FEET WITH 3) Option 2:Hydraulic calculations shall be provided to demonstrate hydraulic design criteria of twenty(20)upright sprinklers A GRATED WALKWAY."THERE ARE FOUR DESIGN CRITERIA INCLUDED IN THIS SPECIFICATION.THE GENERAL CONTRACTOR with a nominal K-factor of 11.2,operating simultaneously at a minimum pressure of 75 psi. SHALL VERIFY WHICH DESIGN CRITERIA SHALL BE USED FOR THIS PROJECT,BASED ON STORAGE HEIGHT,CEILING 4) The maximum sprinkler spacing shall be 10 feet and a minimum clearance of 36 inches shall be provided between the HEIGHT AND AVAILABLE WATER SUPPLY.IN-RACK SPRINKLERS SHALL NOT BE PERMITTED;THE SPRINKLER DESIGN sprinkler deflector and the top of storage.Comply with all conditions of manufacturer's data sheet for the selected CMSA SHALL BE WITH CEILING LEVEL SPRINKLER PROTECTION ONLY.ONLY ONE APPLICABLE OPTION SHOULD BE SELECTED sprinklers. AND THE OTHER OPTIONS SHOULD BE DELETED TO MAINTAIN CLARITY. 5) High-temperature rating(286T)sprinklers,or otherwise listed manufacturer's data sheet. 3. Main Stock Room,Footwear Stockroom,Receiving Area,and Department Stock Rooms(Lodge,Golf,Workroom,etc.)(storage height up 6) Contact DSG Insurance Consultant for list of approved CMSA Sprinklers. to 12 feel). k. For ceiling heights at least 22 feet-Early Suppression Fast Response Sprinklers: I . Racks will be 10 feet in height with a maximum useable storage height of 12 feet. 1) The sprinkler criteria shall be in accordance with NFPA 13 Table 17.2.3.1,with ceiling level protection only with early b. Class -IV Commodities and Group A Plastics to a maximum storage height of 12 feet. suppression fast response(ESFR)sprinklers. c. Class -IV Commodities will be stored on single/double-row racks;product may be on wooden pallets or in cardboard boxes. 2) The maximum sprinkler spacing shall be 10 feel and a minimum clearance of 36 inches shall be provided between the d. Group A Plastics will be cartoned(not exposed),non-expanded,stable;stored on single/double-row racks(open-grated mesh); D IC k rS product may be on wooden pallets. sprinkler deflector and the top of storage.Comply with all conditions of manufacturers data sheet for the selected ESFR Sporting sprinklers. P �] e. Design criteria shall be in accordance with NFPA 13 Chapter 17,"Protection of Plastic and Rubber Commodities That are Stored 3) The water supply must be capable of the prescribed sprinkler demand plus 250 gpm hose stream allowance for 60 Goods on Racks." minutes(NFPA 13 Table 12.8.6). I. In-rack sprinklers shall not be permitted. 345 Court Street Sprinkler spacing shall be a maximum of 100 s ft.based on the use of standard coverage sprinklers;with a minimum 7. Main and Footwear Stockroom and Receiving Area-For ceiling heights greater than 30 feet or a storage height different than 12 Coroo olis, PA 15108 9' P g q' 9feet,14 feet,15 feet,or 17 feet,contact DEC Insurance Consultant P nominal K-factor of 11.2 and listed for storage applications. (P)724.273.3400 h. Comply with installation requirements of NFPA 13 and sprinkler manufacturers listing requirements including requirements for spacing of sprinklers and clearance between the sprinkler deflector and top of storage. I. High-temperature rated(286T)ceiling sprinklers. j. The water supply must be capable of the prescribed sprinkler demand plus 500 gpm hose stream allowance for 120 minutes (NFPA 13 Table 12.8.6). k. For ceiling heights less than 17 feet- Ceiling level sprinklers only: 1) Hydraulic calculations shall be provided to demonstrate 0.45 gpni ft.for the most remote 2,000 square feet,with minimum nominal K-Factor 11.2 high temperature-rated(286T)sprinklers((NFPA 13 Figures 17.2.1.2.1(a)and 17.2.1.2.1(b)).This is a linear interpolation of the design densities and area of application between storage heights with the same ceiling clearance(less than 5 feet and up to 10 feet of clearance)in accordance with NFPA 13 Section 17.2.1.2.2. r I. For ceiling heights at least 17 feet and up to 22 feet-Ceiling level sprinklers only: w O 1) Minimum nominal K-factor of 11.2 high temperature-rated(2867)sprinklers.Hydraulic calculations shall be provided to V' ) w demonstrate hydraulic design criteria of 0.45 gpm/sq.ft.for the mast remote 2,000 sq.ft.(NFPA 13 Figure I /v 17.2.1.2.1(b)note 2). w LL I� m. For ceiling heights at least 17 feet and up to 30 feet-Ceiling level Sprinklers Control Mode Specific Application Sprinklers: �i ^ W M 1) The sprinkler criteria shall be in accordance with NFPA 13 Table 17.2.2.1,with ceiling level protection only with Control Mode Specific Application(CMSA)sprinklers. 2) Option 1:Hydraulic calculations shall be provided to demonstrate hydraulic design criteria of fifteen(15)pendent 1/ Q LO sprinklers with a nominal K-factor of 19.6,operating simultaneously at a minimum pressure of 16 psi. r1/ w 0J 3) Option 2:Hydraulic calculations shall be provided to demonstrate hydraulic design criteria of twenty(20)upright sprinklers LL N with a nominal K-factor of 11.2,operating simultaneously at a minimum pressure of 75 psi. LL 4) The maximum sprinkler spacing shall be 10 feel and a minimum clearance of 36 inches shall be provided between the n O I/1 W sprinkler deflector and the top of storage.Comply with all conditions of manufacturer's data sheet for the selected CMSA 1 _ J sprinklers. 5) Contact DSG Insurance Consultant for list of approved CMSA Sprinklers. J _J 00 n. For ceiling heights at least 17 feet-Early Suppression Fast Response Sprinklers: z 1) The sprinkler criteria shall be in accordance with NFPA 13 Table 17.2.3.1,with ceiling level protection only with early J Q O _ suppression fast response(ESFR)sprinklers. ` 2) The maximum sprinkler spacing shall be 10 feet and a minimum clearance of 36 inches shall be provided between the r sprinkler deflector and the top of storage.Comply with all conditions of manufacturer's data sheet for the selected ESFR z sprinklers. Q 3) The water supply must be capable of the prescribed sprinkler demand plus 250 gpm hose stream allowance for 60 j minutes(NFPA 13 Table 12.8.6). 4. Main Stockroom,Footwear Stockroom,and Receiving Area(storage height up to 14 feet) U a. Racks will be 12 feet in height with a maximum useable storage height of 14 feet. b. Class -IV Commodities and Group A Plastics to a maximum storage height of 14 feet. c. Class -IV Commodities will be stared on single/double-row racks;product may be on wooden pallets or in cardboard boxes. d. Group A Plastics will be cartoned(not exposed),non-expanded,stable;stored on single/double-row racks(open-grated mesh); product may be on wooden pallets. s. Design criteria shall be in accordance with NFPA 13 Chapter 17,"Protection of Plastic and Rubber Commodities That are Stored on Racks."Further details listed below. f. In-rack sprinklers shall not be permitted. g. Sprinkler spacing shall be a maximum of 100 sq.ft.based on the use of standard coverage sprinklers;with a minimum PERMIT SET nominal K-factor of 11.2.Extended coverage EC-25 sprinklers may not be used. h. Comply with installation requirements of NFPA 13 and sprinkler manufacturer's listing requirements including requirements for O x-sL•O�.^ L spacing of sprinklers and clearance between the sprinkler deflector and top of storage. I. The water supply must be capable of the prescribed sprinkler demand plus 500 gpm hose stream allowance for 120 minutes (NFPA 13 Table 12.8.6). M JM 22487 j. For ceiling heights less than 19 feet-Ceiling level sprinklers only: 1) Hydraulic calculations shall be provided to demonstrate 0.54 gpirl ft.for the most remote 2,000 square feet,with minimum nominal K-Factor 11.2 high temperature-rated(286'F)sprinklers((NFPA 13 Figures 17.2.1.2.1(a)and 17.2T.2.1(1,)).This is a linear interpolation of the design densities and area of application between storage heights with the same ceiling clearance(less than 5 feet and up to 10 feel of clearance)in accordance with NFPA 13 Section 17.2.1.2.2. k. For ceiling heights at least 19 feet and up to 22 feet-Ceiling level sprinklers only: 1) Hydraulic calculations shall be provided to demonstrate 0.45 gpri ft.over the most remote 2,000 square feel,with minimum nominal K-factor 11.2 high temperature-rated(286T)sprinklers(NFPA 13 Figure 17.2.1.2.1(b)note 2). I. For ceiling heights greater than 22 feet and up to 24 feet-Ceiling level sprinklers only: 1) Ceiling sprinklers discharge density:0.60 gpm/sq.ft.for the most remote 2,000 square feet with minimum nominal K-Factor 11.2 high-temperature rating(286'F)sprinklers(NFPA 13 Figure 17.2.1.2.1(b)). m. For ceiling heights greater than 19 feet and up to 30 feet-Ceiling level Sprinklers Control Mode Specific Application Sprinklers: 1) The sprinkler criteria shall be in accordance with NFPA 13 Table 17.2.2.1,with ceiling level protection only with Control Mode Specific Application(CMSA)sprinklers. 2) Option 1:Hydraulic calculations shall be provided to demonstrate hydraulic design criteria of fifteen(15)pendent sprinklers with a nominal K-factor of 19.6,operating simultaneously at a minimum pressure of 16 psi. 3) Option 2:Hydraulic calculations shall be provided to demonstrate hydraulic design criteria of twenty(20)upright sprinklers with a nominal K-factor of 11.2,operating simultaneously at a minimum pressure of 75 psi. CITY APPROVED PLANS 4) The maximum sprinkler spacing shall be 10 feet and a minimum clearance of 36 inches shall be provided between the sprinkler deflector and the top of storage.Comply with all conditions of manufacturer's data sheet for the selected CMSA sprinklers. Reviewed for Code Compliance 5) Contact DSG Insurance Consultant for list of approved CMSA Sprinklers. n. For ceiling heights at least 19 feet-Early Suppression Fast Response Sprinklers:1) The sprinkler criteria shall be in accordance with NFPA 13 Table 17.2.3.1,with ceiling level protection only with early PLANS MUST BE ON JOB SITE FIRE suppression fast response(ESFR)sprinklers. PREVENTION 2) The maximum sprinkler spacing shall be 10 feel and a minimum clearance of 36 inches shall be provided between the FOR ALL INSPECTIONS DENSITY sprinkler deflector and the top of storage.Comply with all conditions of manufacturer's data sheet for the selected ESFR sprinklers. REQUIREMENTS 3) The water supply most be capable of the prescribed sprinkler demand plus 250 gpm hose stream allowance for 60 minutes(NFPA 13 Table 12.8.6). GG�I�1l TTQQ '� P n/ Pag G� pN�7iNEF ADIFY L O ISSUE DATE" 071/719/2023 NCK ) S SPORPHIG GOODS REVISIONS: 1939 F REBORE STREET DRAWING INDEX T1 � 0 COVER SHEET TWNFALLS D 8JJ01 E1 . 0 SHELVING PLAN STORF #1165 FZ0 ENLARGED PLAN SED 1 OF 1 RACK SOLID SHEAVING DETAILS TEY 3 0 — 0 3 0 a �y H W STRUCTURAL ENGINEERING U E DICK SFR F S z �. & DESIGN, INC. - s a m a �� SPOR TIN G GOODS a�9 zoQQ a a� oL a QO ZC) TENANT ARCHITECT SHELVING STRUCTURAL ENGINEER DICK'S SPORTING GOODS MJM ARCHITECTS RETAIL FIXTURE SOLUTIONS, INC. STRUCTURAL ENGINEERING & DESIGN, INC. 345 COURT STREET 105 BROADWAY AVE. 200 S. ROGERS ST, STE 301 1815 WRIGHT AVENUE CORAOPOLIS, PA 15108 NASHVILLE, TN 37201 WAXAHACHIE, TX 75165 LA VERNE, CA 91750 441 CONTACT: DIRECTOR OF CONSTRUCTION CONTACT: STACEY ANDRICK CONTACT: KEVIN HOFFMAN CONTACT: BOB SHARIFI 0 PHONE: (724) 273-3400 PHONE: (615) 244.8170 PHONE: (972) 923-0001 PHONE: (909) 596-1351 0 FAX: (615) 244.8141 E—MAIL: kevin@retailfixturesolutions.com E—MAIL: bob@scedinc.com _ E—MAIL: s.andrick@m*march.com :75- SCOPE OE WORK � NSTALLAT ON OF STOCKROOM RACKNO a AREA PLAN SITE PLAN s O PROJECT LOCATION PROJECT LOCATION Q m �0 ® �. si AWOL Adventure Sports ®� O q At Centennial Park r� E� Perrine Memorial Bridge , �@PQ Vv � s�- t\ 0Centennial Snake River �• ���\� rl F WaPark nt <y K -' s� a�P DICK'S Sporting fDods/ OGolden Corral�-� Buet&Grill Sportsmans�rehouse-- -,in,d c°Ide° �I Com IA Near y°u Quality Inn&Suites9 o/ Q - ---QMagic Valley Cinema l3 O ^f.3tian-+P Costco Wholesale Kohl's / Texas Roadhouse® ®Olive Garden Italian III Target E4100N E4100N ^=r �\ t�' r4J Raps QThe Home Depot �`'. _ t ` • Q�O� ,.-•n�Apartments 9 WinCo FoodsO as 3 MaQ Blonde&Beyond SalonQ - (:•�.- �. ? Q Trek Bicycle Twin Falls ° - Digitally signed y 0 - '� E N H A O by ENHAO 20613 � T Tom° Ward Orthodontics-Dr. Brian Ward DDS,MSD �, �!' �--y�-��. ( ! 3 ZHANG COVER SH�`E''�" m cnener°.E cnmey° tl► l _ CaS.' C -R .S Z H A N G Date:20 � �f Y PLANS 0 l+ dF _ 12.38.3 Best Western •' _ Plus Twin Falls© tawaaale o� Twin Falls Idaho Temple - - ""'+ '� %j - - evie Compliance v, R we �yA PNG Corr STORE Ivu � PLANS OB SITE 1165 FOR ALL INSPECTIONS SHEET NUMBER. Page 17 of 31 TI .0 - --- - --- - — — — ------ --- ------ --- -------- --- -- t-,fff4 w I"fff.±4 Now liall A MINE 4= ,Ing 14 V IM 'M MINEFAA-1 P, Mw NI KIM fA 11 Q .......... 011M IS qa, 10 1 in segglIg"g, i wa IF -40 11% 2 'M *+j,1 4"W_ o4, & NNI . 'd - 4,11 10 &G, ggi;�l RN ONE k;4 ------------------- ................. wS X M1IN1,II3IHdV119 .4 NIP III YM Y go, 'ZO P VIRIN V MON MONZ51 NiM MR-120M IMM S 1&4 9M III I I g oil I MCI MONOMER@ ...........u, 4—di 64 p"Afil, 0-M i sp _;I I l'a INS --pom IN V-34 00,i fft-�1 M V 1� lip 1110;`01; BONN ISM i1ii"Z16 FN'101'`jg 104 5"i 4 I gzc! 1110 :fit- ED ED v 2834 SF M ER ED I.M.MWO!, ?A 1 11 -i-anu I IJI "T 'gj!' 10ii 10-1 FM g NO FM ass.'A IN N Igg Lj g IMM P-M 01iiii jl�pi Z Q! ,1** M_ 1 11%M701 I F, IA !loll H Will :w,- — IMEN11 1.1_41 I %p; �.Pldlrlll MN Ogg=Ici 11 OUTDOOR M p a FOOTWEAR ME slsli 385 SIF ll�� `4 VIA '§rjJ*gi 1111 IN Iii, 41 1" r7,g 101 11111 sm I v. Ii I III od lei 111?PEW 0, IN I ilild SIN f I&ff;.-,IONIC --------- I 20613. ...... .... T -'a W -.WW ISSUE DATE, 071/19/2023 REVISIONS' AA FW3 FW3 FW-13 FW13 F -11 3as FW3 FW-3 FW-a1 3 -3 -3 FW-e1 3 FW-3 FW-3 FW-e1 3 FW-3a s FW-3 FW-s1 3 s F 3 FW-3 FW-s1 3 FW-3 FW-3 as FW FW as as a It a a <� OOTW AR ST CK s=_ 14 3SF = - D a 3 o U o p 5'-3" «— F"'�J3 FW 13 FW-13 F-13 F-13 Fz��1a F"'�J as uWea FEAR Ftj3 � FW,W.s3 Fzv�en FWR F"t.l3 FWIns FWea Fz�ne3 FW-13 FWea mz�nea FWJA FWea — D r o3 o K7 N zFeWxe a zxxz a 3 -13 -3 1 3 FW-13 Ft-3 -13a zFeW-13a zexe zxxx 3a zFeWxe-13a zFeWxe-IDa zxxx-13a Z -13 -13 -3 -13 F FW-13 a zeW 3 FW3 a FW L -- E y a - - - - oa 'o� 01 ENLARGED FLOOR PLAN z a � � a3o o m >� a�E SCALE: 1/4" F2.0 ¢�� oan o� - Q QW o� < <oz� T❑ ❑ ❑ C �i STATIC FOOTWEAR STATIC FOOTWEAR (15' MAX. STORAGE) (15' MAX. STORAGE) a. Z 15416 LJ 15416"o� 11916" 11916 D 91 a ° ° a o> LO 2 87" 0 ° 11 ° 1 a ° 11 ° 6216" oD o0 0 o a O 1 1 1 1p 1 3516 0u o oAk FW-13 FW-WU-13 k. 02 SHELVING ELEVATIONS '�`� = F2.0 SCALE: 1/2" �NAL \ ENSFOC/�� E N H AO Digitally signed 20613 SHEET Trn-E-: byENHAO ZHANG ZHANG Date:2023.01.30 �Tq�F F IDP� 12:40:44-08'00' �ygOZHANG STORE NUMBER: CITY APPROVED PLANS 1165 Reviewed for Code Compliance SHEET NUMi3EIt. PLANS MUST BE ON JOB SITE ri O FOR ALL INSPECTIONS Page 19 Of 31I J 1 Z GENERAL PROJECT NOTES 1. DESIGNED PER REQUIREMENTS OF THE 2021 IBC,ASCE 7-16,SECTION 15.5.3&THE 2012 RMI RACK DESIGN MANUAL ( n 2. SEISMIC CRITERIA Ss=0.184,S1=0.081,Fa=1.600,FV=2.400, GENERAL SHELVING CONFIGURATION Ip=1.0(NO PUBLIC ACCESS),Sds=0.196,Sd1=0.129,OCC.CATAG.II, (2)1/4"0 RIVETS REQ'D rJ SITE CLASS D-DEFAULT,SEISMIC DESIGN CLASS B 1/2" U PER ATTACHMENT J 3. STORAGE CAPACITY: EACH END TYPE FW-13 MM RIVET SHELVING 156"H X 48"W X 24'D=200#@ PER SHELF LEVEL TYP. 5, TYPE FW-WU-13 MM RIVET SHELVING 156'H X 48"W X 24'D=200#@ PER SHELF LEVEL TYP. 4. ANCHORS:HILTI KH-EZ SCREW ESR#3027 OR ICC&ENGINEER APPROVED EQUAL. Z o o 3/8'0 x 2-1/2"MIN.EMBEDMENT. 0 \ DST (1)ANCHORS PER FOOTPLATE,50 FT-LBS TORQUE. to p p 5. PERIODIC SPECIAL INSPECTION IS REQUIRED DURING ANCHOR INSTALLATION.ANCHORS SHALL BE INSTALLED it cc "T"POST 4 5 32" 11 PER ICC ESR#3027. 6 EXISTING S.O.G.CONCRETE THICKNESS&COMPRESSIVE STRENGTH,5"x 2500 PSI ATTACH POST TO FOOTPLATE j O 01 7. SOIL BEARING PRESSURE 750 PSF. WITH(2)#14 TEK SCREW O 0 \i 8. ALL RACK INSTALLATIONS AND RACKS MANUFACTURED IN CONFORMITY WITH THIS STANDARD SHALL DISPLAY IN HELF ONE OR MORE CONSPICUOUS LOCATIONS A PERMANENT PLAQUE EACH NOT LESS THAN 50 SQUARE 3" BEAM INCHES IN AREA AND SHOWING THE MAXIMUM PERMISSIBLE UNIT LOAD IN CLEAR,LEGIBLE PRINT. 1 9. ALL RIVETS GR.5 OR BETTER,INSTALLTO SNUG TIGHT FIT OR BETTER 10.ALL WELDING PERFORMED IN THE SHOP OF AN APPROVED FABRICATOR BYAWS CERTIFIED WELDERS USING E70XX ELECTRODE OR BETTER.NO FIELD WELDING PERFORMED.SPECIAL INSPECTION IS REQUIRED ONLY FOR ANY FIELD --5 3/16" WELDING. 11.THE CLEAR SPACE BELOW SPRINKLERS SHALL BE A MIN.OF 18"BETWEEN TOP OF THE STORAGE AND THE CEILING SPRINKLER DEFLECTOR. O+ O+ f 12.THE PRODUCT SHOWN ON THE DETAILS HEREIN IS ASSUMED TO BE IN GOOD,UNDAMAGED CONDITION.THE Lu 1 7/S" PRODUCT MUST BE FREE OF ANY DAMAGE AND/OR FABRICATION DEFICIENCIES OR IRREGULARITIES.IT IS THE _BASE PLATE RESPONSIBILITY OF THE OWNER,USER,PRODUCT PROVIDER AND/OR INSTALLER OF THE COMPONENTS TO 1 /\ &ANCHOR 13 NOTIFY SED,INC IN WRITING,OF ANY DAMAGE,DEFICIENCIES OR IRREGULARITIES. NOTES: CONNECT TO UPRIGHTJ .IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER OF THE COMPONENTS SHOWN HEREIN TO NOTIFY SED, J - USE @ALL SHELVING W/(2)1/4"TEK SCREWS INC OF ANY DAMAGE OR DEFICIENCIES IN THE SYSTEM DURING USE.THIS INCLUDES SUCH OCCURRENCES ` SUCH AS IMPACT DAMAGE TO THE COMPONENTS FROM FORKLIFT OR HEAVY MACHINERY,IMPACT FROM v INTERMEDIATE POST LOCATIONS TYP. DROPPED LOADS ON THE SYSTEM,DAMAGE TO SYSTEMS BY IMPROPER USE OR INSTALLATION,ETC.THE USER z OF THE PRODUCT MUST NOTIFY SED,INC IN WRITING SHOULD ANY DAMAGE OR DEFICIENCY OCCUR TO THE DESCRIPTION BASE PLATE:RDSFP 5.1875"X 1.875" DESCRIPTION POST:ROLL FORM ANGLE(TURN) NOTES: W NOT A DEPICTION OF THIS PROJECT PRODUCT SHOWN HEREIN.IT IS THE RESPONSIBILITY OF THE OWNER AND/OR USER TO MAINTAIN THE SAFETY MATERIAL 14 GAGE THICK PLATE MATERIAL 14 GAGE STEEL USE AT ALL POST TO SPECIFIC SHELF BEAM ATTACHMENTS AND PROPER USE OF THE STORAGE PRODUCT SHOWN HEREIN. z F STEEL YIELD ASTM A36,Fy=36,000 PSI STEEL YIELD ASTM A36,Fy=36,000 PSI DESCRIPTION SHELF TO POST CONNECTION FOR DEL RIVET BEAM 14.IT IS THE RESPONSIBILITY OF THE OWNER/USER OF THE STORAGE SYSTEM SHOWN HEREIN TO REPAIR OR REPLACE ANY COMPONENT THAT IS DAMAGED OR OTHERWISE DEFICIENT. V u1 5V 15.THE OWNER SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF THE RACK SYSTEM BY ASSURING PROPER OPERATIONAL, � 3 4 HOUSEKEEPING AND MAINTENANCE PROCEDURES,BUT NOT LIMITED TO THE FOLLOWING: b a.PROHIBIT ANY OVER LOADING OF ANY PALLET POSITIONS AND OF OVERALL RACK SYSTEMS. �xxxQ b.REGULARLY INSPECT FOR DAMAGE.IF DAMAGE IS FOUND,IMMEDIATELY UNLOAD THE AFFECTED AREA AND Cz LL REPLACE OR REPAIR ANY DAMAGED COLUMNS,BEAMS,OR OTHER STRUCTURAL COMPONENTS. m �" c.REQUIRE ALL PALLETS TO BE MAINTAINED IN GOOD,SAFE,OPERATING CONDITION. d.ENSURE THAT PALLETS ARE PROPERLY PLACED ONTO PALLET LOAD SUPPORT MEMBERS IN PROPERLY STACKED AND p� STABLE POSITION. N '-1 1/2"4 e.REQUIRE THAT ALL GOODS STORED ON EACH PALLET TO BE PROPERLY STACKED AND STABLE. Sn .24n f.PROHIBIT DOUBLE STACKING OF ANY PALLET POSITION,INCLUDING THE TOP MOST POSITION,UNLESS THE RACK SYSTEM IS SPECIFICALLY DESIGNED FOR SUCH LOADING. W 0 O 1 3/32" g.THE OWNER AND/OR USER OF THE RACK SYSTEM MUST PROVIDE MEASURES TO MITIGATE DAMAGE TO THE STORAGE O "U'POST RACK BY USE OF IMPACT PROTECTIVE DEVICES IN AREAS WHERE FORKLIFT AND/OR HEAVY MACHINERY ARE IN USE. a 1 `�/811 ® h.ENSURE THAT THE RACKS ARE NOT MODIFIED OR REARRANGED IN A MANNER NOT WITHIN THE ORIGINAL DESIGN z Q ATTACH POST TO FOOTPLATE 2 11/16" CONFIGURATION. r WITH(1)#14TEKSCREW l 1 1/2" O L 2 1/2„ ELEVATION ® MIN.EMBED. z U z �2.60" 3/8'� °C � � g O O 1T18 L a 3 NOTES: PLANNOTES: m USE @ ALL RIVETIER SHELVING CORNER CONFIRM O.A.L OF ANCHORS WITH INSTALLER TO ENSURE REQUIRED "L"POST LOCATIONS TYP. EMBEDMENT IS OBTAINED. LO DESCRIPTION BASE PLATE:RSSFP 2.60"X 1.875" DESCRIPTION I POST:RF ANGLE(LURH) DESCRIPTION DOUBLE RIVET BEAM(SS48",24") DESCRIPTION HILTI KH-EZ SCREW ANCHOR MATERIAL 114 GAGE THICK PLATE I MATERIAL 114 GAGE STEEL MATERIAL 14 GAGE NOTES: SIZE 3/8"0 x 2-1/2"MIN.EMBED. NOTE: STEEL YIELD ASTM A36,Fy=36,000 PSI STEEL YIELD ASTM A570,Fy=36,000 PSI STEEL YIELD ASTM A36,Fy=36,000 PSI USE @ ALL BEAM LEVELS TYP. ESR# 3027 SEE NOTE#4 FOR ANCHOR SPECS. to LU o O i m O U) C7L � ir z O J O ULL, z all C U) `1 U 0 gS\ONAL FNC/ z SEE ATTACHED RETAIL FIXTURES SOLUTIONS INC DWG Quo \GENSFo tiF� FOR SHELVING ELEVATIONS. E N H AO Digitally signed by ENHAO 20613 ° ZHANG 1. g Date:2023.01.30 ZHANG12:37:53-08'00' � - F IV = R - A/AO ZHANG - CITY APPROVED PLANS Reviewed for Code Compliance JOB NO. 23-0119-13 PLANS MUST BE ON JOB SITE BHEUNO. FOR ALL INSPECTIONS SED 1 OF 1 DESCRIPTION STORAGE RACKSHELVING Page 20 of 31 r Structural Engineering 1)esiI�t gn , Inc . CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS 1815 Wright Ave Lo Verne, CA 01750 Phone:90.9.596.1351 Fax: 909.596.7186 I Project Name : DICK'S SPORTING GOODS #1165 Project Number : 2.3-0119-13 FOSS\ONAL Fiyc� Date : 01/30/23 Q Street Address: 1030 FILLI IORE ST 20613 City/State : TWIN FALLS, ID 83301 Scope of Work : SHEL FTq� F I�P� g e 21 of 31 �h'q0 ZvHi igitally signed EN HAO DNHAOZ HANG by Date:2023 ZHANG 11310:20-08'000 8tructural Engineering & Design I nc. By: Bob S Project: DICKS SPORTING GOODS#1165 Project#.23-0119-13 Design Data Configuration: MM Rivet Shelving type FW-13: 156 in x 48 in x 24 in 1) The analyses of the light duty storage fixtures conforms to the requirements of the 2021 IBC,2022 CBC and ASC 7-16 2) Steel minimum yield, Fy=36 ksi unless otherwise noted on the plans or analysis herein. 3) Anchor bolts shall be provided by installer per ICC reference on the calculations herein. 4) All welds shall conform to AWS procedures,utilizing E70xx electrodes or similar.All such welds shall be performed in shop,with no field welding allowed other than those supervised by a licensed deputy inspector. 5) Slab on grade Is 5 in thick concrete with fc=2500 psi CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS DICIC'S SPORTING GOODS#1089 TYPE Fw-1 3.xls Page of 1/19/2023 Structural Engineering & Design I nc. By: Bob S Project: DICKS SPORTING GOODS#1165 Project#:23-0119-13 Summary of Results Configuration:MM Rivet Shelving Type FW-13:156 In x 48 in x 24 in STATIC FOOTWEAR(RS) Shelf Configuration (15" MAX. STORAGE) J#of Levels= 6 D= 24.0 in H= 156.0In 15��1�5 L= 48.0 in Location Elevation Load II' ( b h1= 3.0 in 200 Ib h2= 32.1 in 200 lb " h3= 27.0 in 200 lb t tlli h4= 29.4 in 200 lb h5= 27.61n 200 lb Iut,A O o Mm h6= 35.1 in 200 lb 620 16 Y A+_ Seismic Coeff: Ss= 0.184 Product Load/Lvl= 200 lb S1= 0,081 Dead Load/Level= 10 lb Fa= 1.600 Fv- 2,400 Steel Fy= 36,000 psi Component Summary Column L1-1/2"x14ga 0.21 OK Beam Double Rivet Beam 0.16 OK Beam Rivet 1/4"Diam Rivet x 1-1/2"Spacing 0.12 OK Anchor (1)3/8"x 25'Effective Embed HILTI KH EZ SCREW per footplate 0.03 OK Special inspection is required per ICC ESR 3027.Net Uplift=14 lb Footplate 5.1875 x 1.875 x 0.075 Footplate at Post 0.22 OK 2.6 x 1.875 x14ga at L Post Slab on Grade 5 in thick concrete with f'c=2500 psi 0.07 OK 750 psf allowable soil bearing pressure Notes Column Reactions(ASD): Axial column DL= 30 lb Axial columnLL= 600lb CITY AP ROVED PLANS Axial column seismic load=+/- 194 lb Net Seismic uplift= 1.4 lb Reviewed hDr Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS DICK'5 SPORTING GOOD5#1089 TYPE FW-13.xls Page of 1/1 9/2023 Structural Engineering & Design I nc. 4_ 1815 Wright Ave Ste 200 La Verne,CA 91750 Tel: 909.596 1M_Fax: 909.593,8561 By: Bob S Project: DICKS SPORTING GOODS#1165 Project#:23-0119-13 Summary of Results Configuration:MM Rivet Shelving Type FW-WU-13:156 in x 48 in x 24 in Shelf Configuration 154 R( ,j, I #of Levels= 6 ?� i D= 24.0 in I i H= 156,0 in I I L= 48.0 in 119 ,_W - I I I Location Elevation Load i ! 87° I �� h4= 24.9 in 200 Ib I h5= 32.1 in 200 Ib 1I it h6= 35.1 in 200 Ib Seismic Coeff: Ss= 0.184 Product Load/Lvl= 100 Ib S1= 0.081 Dead Load/Level= 10 Ib Fa= 1.600 Fv= 2.400 Steel Fy= 36,000 psi Component Summary Column 1-1-1/2"x14ga 0.17 OK Beam Double Rivet Beam 0.09 OK Beam Rivet 1/4"Diam Rivet x 1-1/2"Spacing 0.10 OK Anchor (1)3/8"x 2.5"Effective Embed HILTI KH EZ SCREW per footplate 0.03 OK Special inspection is required per ICC ESR 3027.Net Uplift=14 Ib Footplate 5.1.875 x 1.875 x 0.075 Footplate at T Post 0.17 OI( 2.6 x 1.875 x14ga at L Post Slab on Grade 5 in thick concrete With f'c=2500 psi T 0.05 OK 750 psf allowable soil bearing pressure Notes Column Reactions(ASD): Axial column DL= 30 lb Axial column LL= 450 lb CITY APPROVED PLANS Axial column seismic load=+/- IL60 Ib Net Seismic uplift= 14 Ib Reviewed for Code Compliance PLANS MUST BE ON i0B SITE FOR ALL INSPECTIONS DICKS 5POKTING G001)5#1059 TYPE FW-WU-13.xls Page of ( ( 1/1 9/2023 Structural Engineering & Design Inc. 1815 Wright=y%Ste 200 la Verne.CA 91780 Tel;909 5961351 Fax•009 593 8561 By: Bob S Project: DICKS SPORTING GOODS#1165 Project#:23-0119-13 Seismic Forces Configuration: MM Rivet Shelving Type FW-13: 156 in x 48 In x 24 in V1= Sas*W/R Ss= 0.18 V2= [o.4*ap*Sus*Ws*(i+2*z/h)/(Rp/Ip)] Deck DL= 0 psf S1= 0.08 V3= 0.044*Sds Deck LL= 0 psf Fa= 1.60 ft V4= 0.5*S1/R Trib Area=A= 0.0 ^2 Fv= 2.40 V Deck level LL= 0 lb Sds= 0.196 V1= 0.0491 hb Deck level DL= 0 lb Shc= 0.130 V2= 0.0491 R=Rp= 4.00 V3= 0.0086 M Tp= 1.00 V4= 0.0000 ap= 2.5 VM1n1MUM= 0.015 z/h= 0.00 Elevation #of levels= 6 Setsmlc Coeff=Cs= 0.0491 Depth= 24.0 in (Either Direction) Product LL/Shlf= 200 Ib Cs*Ip= 0.0491 DL/Shlf= 10lb Dawn Aisle Selsmic Shear(Longitudinal) Cross Aisle Seismic Shear(Transverse) Wiong= E(LL*0.62+DL) Wtransv= E(LL*0.67+DL) = 864 Ib = 864 Ib Vlong=VL= 0.0491*864 lb Vtransverse=VT= 0.0491*864 lb = 42 Ib = 42 lb VT/col= 21 lb VL/2= 21 lb Summary of Reactions See following a es Lan to ina Column Loads transverse Column Loads Pstatic= E(LL+DL) Mlong= MT*VJVT Pstatic DL= 30 lb Movt= 4,649 in-lb = 630 Ib = 235 in-lb Pstatic LL= 600 lb Depth=D= 24 in Longitudinal Conn Moment Pseismic= Movt/D = 194 Ib Mtransv=MT= 235 in-lb Transverse Conn Moment CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS Page 25 of 31 DICK5 SPORTING GOODS#1089 TYPE PW-13.x15 Page Jr of I 1/19/2023 1 Otructural ngineering & Design I nc. 1815 Wright Ave.Ste 200 La Verne CA 917 el:209.596.1351 Fax:909.593,AB63 By: Bob S Project: DICKS SPORTING GOODS#1165 Project#:23-0119-13 Transverse Column Loads(Weak Axis Bending) Configuration: MM Rivet Shelving Type FW-13: 156 in x 48 in x 24 In I 12t Section Properties i 1 Column= Li-1/2"x14ga g Aeff= 0.358 in^2 S21'= 1,67 I Ix(downaisle)= 0.148 inA4 E= 29,500 ksi Sx(downaisle) = 0.099 in^3 Cb= 1.0 rx(downaisle) = 0.642 in Cmx= 0.85 I Iy(crossaisle) = 0.087 in^4 Kx= 1.0 Sy(crossaisle) = 0,090 In^3 Lx= 35.1 in i ry(crossaisle)= 0.494 in Ky= 1.0 k-- —3 Fy= 36 ksi Ly= 35.1 in Axial DL= 30 lb Axial LL= 600 lb Pseismic= 194lb ads Load Case:(Fully Loaded) Axial=P= DL+0.75LL+0.75*0.7*Pseismic = 582 lb Moment=My= 235 in-lb x��lal Analysis KxLx/rx= 1*35.125"/0.642" KyLy/ry= 1*35.125"/0.494" Fe > Fy/2 = 54.7 = 71.1 Fn- Fy(1-Fy/4Fe) = 36 ksl*[1-36 ksi/(4*57.6 ksi)] Fe= n^2E/(KL/r)max^2 Fy/2= 18.0 ksi = 30.4 ksi = 57.6ksi Pn= Aeff*Fn 9c= 1.92 Pa= Pn/nc = 101874lb = 10874lb/1.92 = 5,663 lb P/Pa= 0.10 < 0.15 BepdIng Analysis Check: P/Pa+ My/May S 1.0 Pno= Ae*Fy Pao= Pno/S2c Myield=My= Sy*Fy = 0.358 in^2*36000 psi = 12888lb/1.92 = 0.09 in^3*36000 psi = 12,888 lb = 6,713 lb = 3,240 in-lb May= My/.Qf Pcr= ^ VED PLANS S = 3240 in-lb 1.67 = 95 000 i r* p1 S / � 33 2'SIP = 1,940 in-lb — 926 ' Reviewed for Code Compliance = 1 1- c* P r ^{ /[ (1 P/ �)]} 1 PLANS MUST BE ON JOB SITE �i = {1/[1-(1.92*S82 Ib/34926 Ib)]}^-1 = 0.97 FOR ALL INSPECTIONS Combined Stresses (582 Ib/5663 lb)+(235 in-Ib/1940 in-lb)= 0.21 < 1.0,OK (EQ C5-3) DICK'S SPORTING GOOD5#1089 TYPE FW-13.xls Page 4 of r' 1/19/2023 Structural Engineering & Design Inc. 1815 Wright Ave.Ste 200 La Verne.CA 91750 Tel:909.596.13§1 Fax:909,593,8561 By: Bob S Project: DICKS SPORTING GOODS#1165 Project#:23-0119-13 Longitudinal Column Loads(Strong Axis Bending) Configuration:MM Rivet Shelving Type FW-13: 156 in x 48 in x 24 In Net Section Properties Column= Li-1/2"x14ga Aeff= 0,358 inA2 4f= 1.67 Ix(downaisle) = 0.148 in^4 E= 29,500 ksi Sx(downaisle) = 0.099 in^3 Cb= 1.0 rx(downalsle)= 0.642 in Cmx= 0.85 1-1/2" Iy(crossaisle) = 0,087 inA4 Kx= 1.0 Sy(crossalsle)= 0.090 inA3 Lx= 35.1 in ry(crossaisle) = 0.494 In Ky= 1.0 3„ Fy= 36 ksl Ly= 35.1 in Axial DL= 30 lb Axial LL= 600 lb Pseismic= 0lb Loads Load Case:(Fully Loaded) Axial=P= DL+0.75LL+0.75*0.7*Pseismic = 480 lb Moment=Mx= 235 in-lb Axial Analysis KxLx/rx= 1*35.125"/0.642" KyLy/ry= 1*35.125"/0.494" Fe > Fy/2 = 54.7 = 71.1 Fn= Fy(1-Fy/4Fe) = 36 ksi*[1-36 ksi/(4*57.6 ksi)] Fe= n^2E/(KL/r)max^2 Fy/2= 18.0 ksi = 30.4 ksi = 57.6ksi Pn= Aeff*Fn 92c= 1.92 Pa= Pn/Qc = 10,874lb = 10874lb/1.92 = 5,663lb P/Pa= 0,08 < 0.15 Bending Analysis Check: P/Pa+My/May S 1.0 Pno= Ae*Fy Pao= Pno/S2c Myield=My= Sx*Fy _.0.358 inA2*36000 psi = 12888lb/1.92 = 0.099 in^3*36000 psi = 12,8881b = 6,7131 1CITY APPrFx"%VtD PLANS May= My/Qf Pcr= n^2EI KL)maXA2 = 3564 in-Ib/1.67 = n^2*2 500(R@V/9 6di fbr Code Compliance = 2,134 in-lb = 34,926 lb p= {1/[1-(4c*P/Pcr)]}A-1 PLANS MUST BE ON JOB SITE _ {1/[1-(1.92*480lb/34926lb)DA-1 FOR ALL INSPECTIONS = 0.97 Combined Stresses (480 Ib/5663 lb) +(235 in-Ib 2134 in-lb = 0.18 < 1.0,OK (EQ C5-3) Rana 27 31 DICK'5 SPORTING GOODS#1089 TYPE PW-13.xls Page of 1/19/2023 Structural Engineering �� ��N � U D~��8Gi�O .8 OC. By: Bob Project: DICKS SPORTING GOODS*118a Project#\2n'u11s'1u Double Rivet Beam Configuration: MM Rivet Shelving �---+~| | | BaumTypa= ooub�n�g� 1-a�z^ am o�� m= ��O� naisle beam J "* m � Sx~ 0.z23 ^3 Py-beam= 36,0O0psi Shelf Span=L= 47in >/ —^— o"°n4lsle beam SheIFPIan View z bUPiyeukam Check Beam Check Beam Deflection Shelf DL= 10 lb Shelf LL= 200|b E= 29,500,000poi She|fLL+DL=' 210|b Load=w=LL*O.h7/(2~U= 18.8p|f D= 5*w* L^zK(384*E*Ix) ~ O.O109|n M= w* L^2/8 = 133in'|b DaUow= L/140 ~ 0.34/n Om fb= M/Sx ~ 3,517po| Rb= U.h*py z1,hOOpo| fb/Fb= 0.16 OK Check DRB Beam Rivets For Static+Seismic Loads Rivet SpadnQ=d= 1.5|n Unin= 0.075In Column Rivet d|omater= O.25in pu= 58,000 psi F+dvet= 36,OOOpsi Rivet Max Conn. Mnmont~Mc~ 235in-lb VV= ' '/4 Beam mC*0J*0.75=M= 123 in-lb = 10|h C= M/d ~ 82|b rl Shear[apaoty= Rivet Area*U.4~F~rive ~ [(0.25in)^2*pi/4] *0.**36000poi CITY fi*) FEI�PL NS = 7O7|b Reviewed Idr Code Compli-qnce omohngCapadtY= n|vetD|am *tm|n* pu* 1.2 = 1,3O5|b PLANS IVIL�aftE E:,,QN JOB SITE EOectivoSheor~ [(wV2)^2+C^2]^0.5 FOR ALL INSPECTIONS = 84|b OK o|cK5 5rnnT|NGsoOon#|OosTYPE I`W-|a.x|o pacje 8' Of //1912028 Structural l Engineering & Design I nc. 1815 Wright Ave Ste 200 La Verne GA 91750 Tel•909 596 1351 Fax•909 593 8561 By: Bob S Project: DICKS SPORTING GOODS#1165 Project#:23-0119-13 Anchors Configuration: MM Rivet Shelving Type FW-13: 156 in x 48 in x 24 In Check load case: 0.91)+ 0.9*0.67LL+V Loads Vtrans=V= 42 lb V DL/Frame= 60 lb LL/Frame= 1,200 lb Frame Depth=D= 24.0 in Wst=(0.9*DL+ 0.9*0.67LL)total= 778 lb Htop-lvl= 154.2 in LL @ TOP= 200 lb #Levels= 6 DL/Lvl= 10 lb #Anchors per col.= 1 DL*0.90= 9 lb T Lateral Ovt Forces=Z(Fi*hi)*1.15= 5,347 in-lb 5112L ELEVATION Fully Loaded rack Vtrans= 42 lb Movt= E(Fi*hi) Mst= Wst*D/2 Net Uplift=T= (Movt-Mst)/D = 5,347 in-lb = 778 lb*24 in/2 = (5347 In-lb-9336 In-lb)/24 in = 9,336 in-lb = -166 lb No Uplift Top Level Loaded Only Critical Level= 6 Hgt @ Lvl 6= 154.2 in Vtop= Cs*LLtop Vtop= 0.049* 200 lb Movt= Vtop*Htop*1.15 = 10lb = 10 lb*154.1875 in* 1.15 = 1,773 in-lb Mst= 0.6*(LL-top)*D/2 Net Uplift=T= (Movt-Mst)/D = (200 Ib*0.6)*24 in/2 = (1773 in-lb-1440 in-lb)/24 in = 1,440 in-lb = 14 lb Anchor F Net Seismic Max Uplift= 14 LB Check(1)3/8"x 2.5"Effective Embed HILTI KH EZ SCREW anchor(s)per footplate** Special inspection is required per ICC ESR 3027. CITY APPROVED PLANS Pullout Capacity=Trap= 800 lb Reviewed for Code Compliance Shear Capacity=Vcap= 800 lb Phi= 1.00 Tcap*Phl= 800 lb PLANS MUST BE ON JOB SITE Vcap*Phi= 800 Ib Fully Loaded: (21 lb/80 lb)-1 = FOI� LL IIZPCTIONS Top Level Loaded: (14 lb/800 Ib ^1+(5 lb/800 Ib)^1= 0.02 <= 1.2 OK DICKS SPORTING GOODS#1089 TYPE FW-13.xls Page / of ,I 111 912023 Structural Engineering & Design I nc. By: Bob S Project: DICKS SPORTING GOODS#1165 Project#:23.0119-13 Base Plate Configuration: MM Rivet Shelving Type FW-13: 156 In x 48 In x 24 In ection Actual base plate for T Post is 5.1875 in x 1.875 in x 14 ga,but a smaller area is considered to be effective due tote rigidity limitations of the baseplate P Width=B= 4.00 in Column Width=b= 3.000 in Depth=D= 1.88 in Column depth=b= 1.500 in Plate Thickness=t= 0.075 in L= 0.50 in Mb Fy= 36,000 psi b wJL I�-- ---W - Cross Aisle Loads Axial DL= 30 lb Axial Lam- 600 lb DL+0.75LL+ 0.75*0.7*Pseismic= 582 lb Pseismic= 194lb L= Base Plate Depth-Col Depth = 0.38 In fa= P/A=P/(D*B) M= wLA2/2=fa*LA2/2 = 78 psi = 5 in-lb/in Sbase/in= (1)(tA2)/6 Fbase= 0.75*Fy = 0.001 InA3/in = 27,000 psi 1/2' fb/Fb= M/[(S-plate)(Fb)] I = 0.22 OK p p Q 3 /8" CONNECT TO UPRIGHT CONNECT TO UPRIGHT W/(1)1/4"TEK SCREW W/(2)1/4"TEK SCREWS RSSFP FOOTPLATE RDSFP FOOTPLATE CITY APPROVED PLANS Reviewed for Code Compliance PLANS MUST BE ON JOB SITE FOR ALL INSPECTIONS s P2ae 20 of-31 ti! DICK'5 SPORTING GOODS#1089 TYPE FW-13.A5 Page l 0 of 111912023 Structural Engineering & Design I nc. By: Bob S Project: DICKS SPORTING GOODS#1165 Project M 23-0119-13 Slab on Grade Configuration:MM Rivet Shelving Type FW-13: 156 in x 48 in x 24 in P .... ::::::: slab .. �+ •' :.. a ; ------ Concret Eb fc= 2,500 psi D ; e tslab=t= 5.0 in slab t ' : Cross phi-0- 0,60 a Aisle x -►I I� o fsoll= 750 psf -----�►I :::Down Aisle Movt-- 4,649 In Ib Frame depth= 24.0 in SLAB ELEVATION Base Pla Baseplate Plan View te B= 4.00 in width=a= 3.00 in eff.baseplate width=c= 4.00 in D= 1.88 in depth=b= 1.50 In eff.baseplate depth=e= 1.88 in Load Case 1: Product+ Seismic Product DL= 30 Ib P-seismic=E= Movt/Frame depth (Strength Design Loads)�- Product LL= 600 Ib = 194 Ib Puncture Pu= 1.2DL+ 1.01-L+ 1.0*E Fpunct= 2.66*phi*sgrt(fc) = 801 Ib = 79.8 psi Apunct= [(c+t)+(e+t)]*2*t fv/Fv= Pu/(Apunct*Fpunct) = 158.75 in^2 - 0.06 < 1.0 OK Slab Bending Asoil= (P*144)/(fsoil) L= (Asoil)^0.5 y= (c*e)^0.5+t*2 = 154 in^2 = 12.41 in = 12.7 in x= (L-y)/2 M= w*x^2/2 S-slab= 1*t^2/6 = 0.0 In = (fsoil*x^2)/(144*2) = 4.17 In^3 Fb= 5*(phi)*(fc)^0.5 = 0 in-lb fb/Fb= M/(S-slab*Fb) = 150.psi 0.00 < 1.0 OK Load Case 2:Static Loads DL= 301b LL= 600lb CITY APPROVED PLANS Puncture Reviewed for Code Compliance Pu= 1.2*DL+ 1.6*LL Fpunct= 2.66*phi*sgrt(f'c) = 912Ib PLANS M S CAN JOB SITE Apunct= [(c+t)+(e+t)]*2*t fvyv= Pu/Rpunct Fpunct) = 159 in^2 Slab Bending Asoil= (Pu*144)/(fsoil) L= (Asoil)^0.5 y= (c*e)^0.5+t*2 = 175 in^2 = 13.23 in = 12.7 in x= (L-y)/2 M= w*x^2/2 S-slab= 1*t^2/6 = 0.2 in = (fsoil*x^2)/(144*2) = 4.17 in^3 Fb= 5*(phi)*(f'c)^0.5 = 0 in-lb fb/Fb= M/(S-slab*Fb) _ 150.psi = 0.00 < 1.0,OK DICK'S 5POKTING GOODS#1059 TYPE FW-13.xi5 Page rr of f I 1/19/2023