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Plans (2) BU P2018 - 00035 l JAMB CONDITIONS VARY \1411111011) i I PAINT SWISS COFFEE SW FR487 I REMOVE EXISTING SLAB AND FOUNDATION @ O�/C O p D I I OPENING 8"BELOW FINISH FLOOR. POUR NEW /�r R CONCRETE TO FINISH FLUSH WITH EXISTING SLAB. V FRP WAINSCOT TO 4'-0"A F.F ARCHITECTURE I INSTALL DOWELS INTO EXISTING INTERIOR 39"TO 41" - I SLAB AND NEW EXTERIOR SLAB 0 \ 1205 Paris Avenue Architecture NEW OPENING _ _.-.-..___�. —am- ._ ,� ' -f Suite 205 Planning NOTE: ___ a ° 2".MAXI 42"MIN. OD Nashville, TN 37272 Interior Architecture r. . . yr ... . ,ya.i -/----. r \ G.C.TO VERIFY COMPATIBILITY OF JAMB --- — — — ThSEALANT @DISSIMILAR PROJECTION w/O.D. OPERATOR &SLATS. I f MATERIALS n ° . •I C 1 - I _ 1. cwt /:1 ., I ��r %= ! = Z 4`� I 114" PL. WIDTH TO MATCH `3 ® gni - 2 i- m ALTERNATE JAMB 1 0_ I THICKNESS OF WALL, PAINTED. SECTION TYPICAL MASONRY OPENINGS(IF REQUIRED) - H. - - CONDITION J SCALE: 1-112° = 1'-0' o \ 7"TO s° o ., 2-314'DIA.TITEN HD(4-1/8' zgi r, i MIN. EMBED) @ 24"O.C.VERT. rnRn € ate; 1 INSTALL RAISED CHARACTER, BRAILLE SIGNS COMPLYING r- �� / i. \ �` iiet°4:: 7— WITH ANSI A117.1 INDICATING, 'EXIT, AT LATCH SIDE OF VINYL BASE IOLLE; PROVIDE MIN. 8"� DOOR TRACK, SEE MANUF. EACH EXIT DOOR. SEE PLAN FOR EXIT SIGN LOCATIONS. V' BEARING FOR LINTELS - - ELEVATION MENS/WOMENSRESTROOM SIDE@TOILET -or oiry.- 18"MAX. FAR EDGE OF SIGN -/- / SCALE: 112"=1'-0" 9" M .TO CENTER OF SIGN GROUT SOLID TO LINTEL BEARING ELEVATION- NEW OPENING / '� PAINT SWISS COFFEE SW FR487 -__. _.._ , BOTTOM OF REFLECTIVE \'`�..4„., NEW REINF. - SEE S1 FOR SIZE AND QUANTIFY I SEALANT @ DISSIMILAR MI SURFACE @MIRROR, SOAPDISPENSER, &HAND DRYER O 1'-6' „4., ..l MATERIALS \ - E TO 4 0 A.F FOT — x �' 1-'''\''--- .4,,,\' \ STEEL CHANNEL �� PAINTED,WIDTH TO 36 MIN. ® _ I MATCH WALL 24" MIN. 2" MIN. THICKNESS.PROVIDE 2 I z / /Y'�- -- � r'\Y\til. 1 112"ANCHOR TO BLOCK co _ , 4, 11 @ 48"O.C.VERT. GROUT aw PROVIDE FORMWORK AS REQ'D TO ALLOW SOLID / X `� FILL i� te GROUTING OF REINFORCED CELLS j U - C ` 3 c 1 J k SAW CUT AS REQ'D TO ALLOW PLACEMENT OF PROVIDE MIN. 8"�` DOOR TRACK, — '�` \ ren o NEW VERT. REINF, SEE STRUCTURAL BEARING FOR LINTELS SEE MANUF. z Ft 2 > x O CO ^ ~ - Z "' 4 ELEVATION k 4 - SIGNAGE 3 cn �f o z c� u_ 0 DETAIL OVERHEAD DOOR JAMB I SCALE: 112"=1'-0" o N co . SCALE: 1" = 1'-0' \ T — 1, ` Your Truck&Jeep Accessory Superstore WATER&WASTE LINE WRAP I VINYL BASE 1 -6„MAX. TOP OF METAL DECK ,i, 102G BY TRUEBRO, INC. '1`-4”MIN. IL: ELEVATION MENS!WOMENS RESTROOM @ TOILET PAINT SWISS COFFEE � SCALE: 1/2"=t-0" 5W FR487 TIARD ,, , -----j:Nc� r ,.. „..--- _ /� FRP WAINSCOT, BOTTOM OF METAL DECK TO 4' 0" OGONTOILET ACCESSORIES SCHEDULE APPLICABLE) 4"M SLIP TRAK ACCESS. NO. TYPE MANUFACTURER MODEL # MOUNTING HT. —SOUND BATT INSULATION 0 TOILET PAPER DISPENSER ULINE JUMBO BATH _ f5/8"TYPE'X'G.W.B., EACH SIDE ( hy 8320-001-18 39"-41"TO BOTTOM BRACES BETWEEN STUDS @ �m GRAB BAR BRADLEY 8320-001-36 33"-36"TO TOP, MAX. �� 8320-001-42 33"-36"TO TOP, MAX. 1 ,------- 4'-0"O.C. VERTICALLY. lir ,a=, cm Nec I 0 SOAP DISPENSER GOJO 800 ML WALL MOUNT 40"MAX.TO CONTROL MIN. 6" MAX. ADA MIRROR GREY KRAUSE i 8 X 30 FIXED TILT �.� fr 6" MI METAL STUD @ 16 O.C. 0 40 TO BOTTOM OF REFLECTIVE SURFACE \ 15" MIN. \ ., 0 PAPER TOWEL DISPENSER ,11"MIN z f cGEORGIA PACIFIC ENMOTION 40" MAX.TO CONTROL \ \ \ 15" MIN ....A 331 . 1 _ 1 DETAIL SLIP TRACK HEAD DETAIL-ON WALLS TO DECK --VINYL BASE I 1 ii I t ' ; I (\ilaiffilli 9 SCALE: NTS PARALLEL TO METAL DECK I 3" DEFLECTION All measurements and items portrayed ELEVATION TYP. DRINKING FOUNTAIN 11 on this sheet are deemed to be 0 SCALE, 112"=1'-0" i = accurate by architect, however all I M bidding Contractors should field verify i .o .\ the actual conditions. Any changes to 1 �♦.� .�♦ i = Do the scope of work, and thus potential . • � I 13`-5" ��, ,k change orders, should be identified and NEW LAUNDRY SINK-- I1 ,wcommunicated in your bid submittal to ` PAINT SWISS COFFEE SW FR487 LOCATION. SEE PLUMBING fI ill the General Contractor. I — •PAINT SWISS COFFEE SW FR487ri 71 BOTTOM OF HAND DRYER I€ L 1 —METAL TRACK SECURED TO EXISTING AT 40"A.F,F. :I I; i �, - - METAL DECK W/.145" DRIVE PINS @ 0 BOTTOM OF REFLECTIVE SURFACE PATCH BACK CONCRETE . 1 O_-T , �� 110IROOM This drawing ofanthe design shown is 24"0.0, TYPICAL. (WHEN APPLICABLE) @ MIRROR, SOAP DISPENSER, & FRP WAINSCOT WHERE DEMO OCCURRED I'E if D 1 WOMEN'S = the property of the architect. The ;,I _ _-�a-- 104, — =- .----� reproduction, copying or use of this EXISTING ROOF JOIST(IF APPLICABLE) ' HAND DRYER TO 4'-0"A.F.F © AS NECESSARY FOR FLUSH FLOOR FINISH , 0F.D'. drawing without their written consent is �� FRP WAINSCOT TO 4'-0"A.F.F :I I - 3'-11" I prohibited and any infringement will be 0 Y subject to legal action. © SLIP TRACK STEEL RUNNER SECURED TO I CLEAR FLOORSPACE ii +. - 0.H BOTTOM OF BAR JOIST OR METAL DECK I - .-- - FOR HANDICAP II. = ©:.� — 3, ...- W/.145"DRIVE PINS @ 24"O.C.TYPICAL. �rrr ACCESSIBILITY 5' DIA. r 'Ii -- o drai __ _ _ Job Number: 1804 \ Z — rn p 5A4.0�6, - `' - --- ----WSLIP TRACK SLIP CLIP SECURED TO SLIP �� ;i — '"' MANAGER'S OFFICE0 \ _ ' \ - TRACK W/1/2 #8 TEK SCREWS @ 16 til -' - Ib. ; 107 `� � � O.C.TYPICAL. 'I = '�I Date: 01,31.2018 i *-G. --BRACES BETWEEN STUDS z; �. _ 1; ..'="' ,J 2 A4.0/ 1-6 CORRIDOR I -. --.. @ 4'-0"0.0.VERTICALLY. _ o I - , 4 0 H. I - 106 I -,% I 2 b.,. ti III - .D � i Revisions: 5/8"TYPE"X"GYP, BOARD, EACH SIDE N w. .`r' l i �' ....1 u', I MEN'S1 ' \i, I\ \ \ ill ' i Ng _ 1 Revisions: ; �.____ 6"METAL STUD @ 16"O.C. I ill I 1 SOUND BATT INSULATIONI WATER&WASTE LINE WRAP VINYL BASE 1� �r- 7-102 5'-0° 10'-10° Revisions: I'I -Jif' INTERIOR ELEVATIONS/DETAILS 102G BY TRUEBRO, INC. Ii. I I-i DETAIL SLIP TRACK HEAD DETAIL-ON WALLS TO DECK ELEVATION TYP. LAVATORY INSTALL REQUIREMENTSENLARGED RESTROOM CORE PLAN SCALE: NTS PERPENDICULAR TO METAL DECK 4 SCALE: 1/2"=1'-0" 1 SCALE: 114"=1'-0" 3" DEFLECTION Sheet Number: A4 a 0 3-#6's EA. JAMB OF MECH. OPENING ABOVE aik (1111:0611) © S3.0 I S3.0 I I OXFORD ARCHITECTURE - _ _ _ _ _ _ 1205 Paris Avenue Architecture I Suite 205 Planning Nashville, TN 37212 Interior Architecture / ' 1 / EQUIPMENT LIFTS, Andrew L. Dial, P.E. '11444'\ �[ BY OTHERS I I I 214 Overlook Circle, Suite 201 Brentwood, TN 37027 AI ph. 615.953.9474 fax: 615.658.8145 S3.0 TYP. I I — L__ 7 NEW OPENING, J SEE ARCH. FOR 1 Ii 1 SIZE & LOCATION I _ J � i'1;OFl O U C`ca�� GINE I IV E4�`�/4. Q�,. r © a g27aor� ,/ ,' 53.0 z ,.rr. .. I I I OflEG©N r EXPIRES' ! ' � 1f I I 3-#6's, EA JAMB, TYP I I i — I Ai ,,.4 v y a . 1 53.0 - - a� i. ip Aik - --------1... ,_1 . *1'—,tu...,,... ., ,„„„„2 53.0 YourTruck&Jeep Accessory Superstore ---- 7�� - - — — .. -- 3-#6's EA. JAMB OF © MECH. OPENING ABOVE NEW OPENING, 53.0 TYP. I SEE ARCH. FORTIV SIZE & LOCATION F.' `J \ \,. J _...___..-_ 1 li ' • ARD, __._.___-- 3-#6's, EA JAMB, TYP O - U_ _ _.,.„....„,„_,,,, ,i.,/ c,L _J , _, OREGON o ° I I S3.0 'Eo NEW OPENING, �� SEE ARCH. FOR SIZE & LOCATION ,�-1 I 53.0 TYP. 1- . -:--_ . — -! `` � S3.0 Ink I STOCK RACKS, I BY OTHERS U x a z - _ _ -- I 1 3-#6's, EA JAMB, TYP I - All measurements and items portrayed - == 7 on this sheet are deemed to be M accurate by architect, however all FOUNDATION P LAN bidding Contractors should field verify E O the actual conditions. Any changes to I' I I SCALE: 118" = 1'-0" the scope of work, and thus potential NOTES: change orders, should be identified and 1. VERIFY EXISTING CONSTRUCTION AND DIMENSIONS PRIOR TO communicated in your bid submittal to COMMENCING CONSTRUCTION. IMMEDIATELY NOTIFY the General Contractor. II I ARCHITECT IN WRITING OF CONDITIONS VERY FROM THOSE NOTED. This drawing and the design shown is the 2. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND property of the architect. The - - i....._ .. ;,, i,. ELEVATIONS NOT SHOWN reproduction, copying or use of this 3. ASSUMED EXISTING EXTERIOR WALL CONSTRUCTION IS 8" / y drawing without their written consent is I I 1 CONCRETE MASONRY UNITS (CMU). SHORE ALL EXISTING prohibited and any infringement will be STRUCTURE THAT MAY BE IMPACTED BY DEMOLITION AND ALTERATION OF EXISTING STRUCTURAL SYSTEM. subject to legal action. Job Number: 1803 Date: 01.31.2018 Revisions: Revisions: Revisions: FOUNDATION PLAN Sheet Number: S 1 . 0 WE-18019 3'-0" MAX. CLR. MECH. OPENING, SEE MECH. FOR LOCATION AND SIZE 10 ® I I OXFORD _ ARCHITECTURE CEO I.•. (IIIIIIIII4 121111),. 1205 Paris Avenue Architecture Suite 205 Planning Nashville, TN 37212 Interior Architecture 1 I- I 1...... 1 i, I I I I I I I I I I 1 1 I I 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2x8 WD. KICKERS @ EXIST. WD. I JOISTS THIRD POINTS OVER Andrew L. Drat, P.E. �— t t - NEW OPENING I E I I I I I I I I I I l I I ! I I 1 I I 1 I 1 1 I I [ I I I I I 1 I I I I I I I I I I I I I I 1 I I 214 Overlook Circle, Suite 201 Brentwood, TN 37027 W8X24 ph. 615.953.9474 w/ 3/8"PL., fax: 615.658.8145 WIDTH TO MATCH WALL — G — THICKNESS 1 X �., EXIST. RTU �_ � cpP OSs� C;q 0�, I I I I ! I ! I I I ! I I I I ! I ! 1 I ! I I I 1 I �., \AGIN 4 I 1 I I I 1 I I I I I I I I I I I 1 I 1 I 1 I i .---.- g �� 927801" 1r' S3.0N I '" onrGoN .1 v EXIST. WD. I JOISTS l • v` � 11 1 1 1 1 1 1 1 1 I I 1 1 1 I I I I 1 1 1 1 1 1 1 I I I I I ! I I I I I I 1 I I I 14 3/ 21-, p{PIRES' 53.0 MECH. OPENING, SEE MECH. 10 FOR LOCATION AND SIZE Q 1 I I I I I I I I I 1 I I I I I I I I 1 1 I I I ; M Your Truck &Jeep Accessory Superstore 2x8 WD. KICKERS @ _.... . THIRD POINTS OVER • NEW OPENING EXIST. WD. I JOISTS I W8X24 I 1 w 3 8"PL../ I I I i ! I I 1 1 I I I I I I I I I1 1 1 TIGARDI 1 WIDTH TO MATCH WALL THICKNESS ., ,.. . OREGON I 1 8 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I S3.0 1 1 1 I I I I I I I I I I I I I I 1 I 1 I 1 I alk 513 1 i EXIST. RTU W8X24 53.0[.... w/ 3/8"PL., ... .... .......... .. WIDTH TO I 4 MATCH WALL S3.0 THICKNESS I ! I I I I I I I 1 I I 1 11 1 I I 1 1 I I 1 I I 1 iii , E 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 1 I I I 1 1 1 I 53.0 All measurements and items portrayed I I I I I I I I 1 k I I I I I I I I 1 I I 1 on this sheet are deemed to be EXIST. WD. I JOISTS accurate by architect, however all I I 1 1 -> 1-. 1 I -�- I I 1 I I 1 I I 1 ROOF FRAMING PLAN bidding Contractors should field verify I0 " " SCALE: I18 = I'-0 the actual conditions. Any changes to ` the scope of work, and thus potential NOTES: change orders, should be identified and [ 1 I I I I I I I I I 1 1 I I I I I I I I I 1 I I communicated in your bid submittal to 1 I I I I I I I I I I I I 1 I ! 1 I I I I I 1 I I I 1. VERIFY EXISTING CONSTRUCTION AND DIMENSIONS PRIOR TO the General Contractor. COMMENCING CONSTRUCTION. IMMEDIATELY NOTIFY ARCHITECT IN WRITING OF CONDITIONS VERY FROM THOSE This drawing design the desi n shown is the NOTED. _ --- --- --: - - - - 2. REFERARCHITECTURAL DRAWINGS FOR DIMENSIONS AND _ TO property ofthe architect. The . _- — — — _ reproduction, copying or use of this _ _ ELEVATIONS NOT SHOWN. pY drawing without their written consent is 3. ASSUMED EXISTING EXTERIOR WALL CONSTRUCTION IS 8" prohibited and any infringement will be CONCRETE MASONRY UNITS (CMU). 4. ROOF FRAMING SHOWN IS ASSUMED. FIELD VERIFY. subject to legal action. MECHANICAL UNITS SHOWN ARE EXISTING UNITS TO REMAIN. IF NEW ROOF TOP MECHANICAL UNITS ARE TO BE PROVIDED , NOTIFY ENGINEER OF RECORD AND PROVIDE DOCUMENTATION Job Number: 1803 OF EXISTING CONDITIONS IN WRITING PRIOR TO COMMENCING NEW RTU WORK. Date: 01.31.2018 Revisions: Revisions: Revisions: ROOF FRAMING PLAN Sheet Number: S 2 . 0 WE-18019 ASSUMED EXISTING BOND BEAM, EXISTING CMU COI) F.V. GROUT FILL - NOTE: SEE PLAN FOR NUMBER TOP PLATE, WHERE OXFORD ASSUMED EXISTING OF BARS INDICATED ON PLAN ARCHITECTURE PLYWOOD. ROOF DECK ASSUMED DECK I - BEARING, F.V. '_`= _ j,1141111, ., V 1205 Paris Avenue Architecture SIMPSON A35, EA. SIDE 7 F :. Suite 205 Planning _ f.'` Nashville, TN 37212 Interior Architecture . ., r.....,i- - z ' z - ■■1h kqii - G.C. SHALL VERIFY . _' CLEARANCE OF EXIST. `;'_ 2x WEB ��'�® JOIST TO WALL, _' -3 = ; • -..:.':,-:;:r.-;::-.,',.-:,!,,-,::.: g" L LINTEL, STIFFENER EA. K-.- • REPORT ANY SIDE @ KICKER - !1 DISCREPANCIES TO .-, ,-..,_-,.A.:.. MIN SEE PLAN Andrew L. Dial, P.E. II 1 -:::.:.:',':,4 ARCH IN WRITING '. _ - • �.� ►F. , _ 214 Overlook Circle, Suite 201 NM I i. _ _�_ BEARING PL. 1/2" x 8" (WIDTH Brentwood, TN 37027 �" TO MATCH EXIST. CMU) �' w/2-1/2" ph. 615.953.9474 ;uti:::',.:•;-._,..:7.-:.:,.:.:- DIA. EPDXY ANCHORS, EMBED 4" fax: 615.658.8145 EXISTING WD. �" - 1 _ '" F' INTO EXIST. I JOIST, F.V. _- -.:.:•.:_,- :'_ _ _"L.l- 12 - ", GROUT SOLID TO LINTEL +/-12 �'I' :y'- 1 EXIST. CMU ?.•:'_ _' :`_,:; _• ",:_' BEARING ' ..� 1/2" DIA. SIMPSON TITEN GROUT REINF. CELLS SOLID, ►: @ 16" o.c., 5" EMBED EXTEND REINF. TO ROOF �5'��aGINE ,�es.,‘, c. INTO GROUTED CELL SECTION 92780P 2x8 KICKER, SEE PLAN �'« •=H-,-']'' ' 0 SCALE: I" = l'-0" -dr r/ FOR BRACING LOCATION =- '-� ar��ooN 1� - \ - - ../ 4.-.: `` :•E 1/-:-• ;- • �:1 D EXPIRES' /a/30°/, SIMPSON A35, EA. SIDE ,:•.'. •_;--- 4 oc p SEE PLAN FOR VERT. REINF. .: ..,._� L9 u EXIST. CMU, SEE PLAN - P.T. 2x10 WD. LEDGER, `I' TERMINATE 8" BEYOND ♦�I►�1 P SLAB OPENING, EA. JAMB '�� SEE ARCH. 3/16 3-12 • " �'= pm, ,,,,,, iirSi, , 3/16 3-12 Ill1.111111111111 CONT. 3/8" PL. w/ 1/2" DIA. N Your Truck&Jeep°APic3c°eF;s'ory Superstore mu4" INFILL CMU, SEE ARCH. FOR FINISH x 6" STUDS @ 4'-0" o.c. 1 DRILL & EPDXY BEAM, SEE PLAN NMI= GROUT 6" INTO 4 EXISTING FOUNDATION TIGAIRID,.111,; : iii , . EXSTING FOUNDATION NOTE: OREGON 1. SHORE ALL EXISTING FRAMING AS REQUIRED PRIOR TO COMMENCING DEMOLITION & DURING INSTALLATION OF NEW WORK. SECTION @ O. H . DOOR BRACE SECTION @ EXIST. STEM WALL 8 SCALE: I" = I'-0" 0 SCALE: i" = l'-0" w SEE PLAN FOR NUMBER OF BARS All measurements and items portrayed Ul co -- on this sheet are deemed to be O z PROVIDE MIN. 8" BEARING accurate by architect, however all u O NEW REINF., SEE PLAN FOR LINTELS bidding Contractors should field verify Q EXIST. CMU, FOR SIZE AND QUANTITY, the actual conditions. Any changes to 0 0 - rw SEE PLAN SEE 3 / 53.0 FOR the scope of work, and thus potential cep , GROUTING change orders, should be identified and L-----_____________ AI(f' NEW OPENING communicated in your bid submittal to t CONT. 3/8" PL. w/ the General Contractor. 1/2" DIA, x 6" OrIOI•'�Z PAZ1.��' ileIeg STUDS @ 4'-0" O.C. 1 1� = � 1 This drawing and the design shown is the II1P / / 1.:,-.._:',1,:.:,0q GROUT SOLID TO —. j �� y property of the architect. The f-- _ LINTEL BEARING 0,„_r____, j� j j _- j > ELEVATION reproduction, copying or use of this . 4" INFILL CMU, SEE �►��A r r '-„•rXT ►A drawingwithout their written consent is 1 iPROVIDE EA. SIDE 3/16 3-12 ��►��, ARCH, FOR FINISH FORMWORK AS prohibited and any infringement will be 3/16 1 3-12 REQ'D TO ALLOW subject to legal action. SOLID GROUTING BEAM, SEE PLAN OF REINFORCED CELLS Job Number: 1803 SAW CUT AS REQ'D TO ALLOW Date: 01.31.2018 PLACEMENT OF NEW VERT, REINFORCEMENT Revisions: SECTION SECTION Revisions: 40 SCALE: I" = l'-0" SCALE: I" = l'-0" Revisions: DETAILS Sheet Number: S3 . O WE-18019 \k..„(1110„) T GENERAL NOTES OXFORD ARCHITECTURE DESIGN AND CODE INFORMATION 1205 Paris Avenue Architecture Suite 205 Planning 1. ALL CONSTRUCTION SHALL CONFORM TO THE OREGON STRUCTURAL SPECIALTY CODE, 2014 EDITION, WHICH IS BASED ON THE Nashville, TN 37212 Interior Architecture INTERNATIONAL BUILDING CODE, 2012 EDITION. 2. VERIFY EXISTING CONDITIONS AND DIMENSIONS. NOTIFY ARCHITECT OF RECORD OF ANY CONDITIONS WHICH DO NOT COMPLY WITH PLANS AND SPECIFICATIONS. STRUCTURAL DRAWINGS MUST BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. Andrew L. Dial, P.E. 3. CONTRACT DOCUMENTS SHALL NOT BE REPRODUCED FOR USE AS SHOP DRAWINGS. 214 Overlook Circle, Suite 201 4. THE DESIGN ADEQUACY OF TEMPORARY BRACING AND SHORING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Brentwood, TN 37027 5. SEE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR LOCATIONS OF MISCELLANEOUS ITEMS (OPENINGS, ph. 615.953.9474 BENT PLATES, INSERTS, ETC.) AFFECTING STRUCTURAL WORK. fax: 615.658.8145 6. DESIGN ROOF LOADS (ASSUMED LOADING - EXISTING BUILDING) NOTE: EXISTING CONSTRUCTION NOT VERIFIED FOR CODE REQUIRED LOADING LIVE LOAD: 20 PSF GROUND SNOW LOAD, Pg 10 PSF FLAT ROOF SNOW LOAD, Pf 10 PSF `(.00 PROF 6,,, 7. WIND DESIGN DATA (ASSUMED LOADING - EXISTING BUILDING) 92780P ' NOTE: EXISTING CONSTRUCTION NOT VERIFIED FOR CODE REQUIRED LOADING ,� , PRESSURE COMPONENTS & CLADDING - WALLS = 42 PSF / 34 PSF ‘n• , OREGON BASIC WIND SPEED 120 MPH (3-SEC GUST) -O/ --•O\ IMPORTANCE FACTOR, I-1.0 OCCUPANCY CATEGORY II EXPIRES " //2°f' EXPOSURE CATEGORY C ASSUMED EXIST. BOND BEAM +/- 24" 8. SEISMIC DESIGN DATA (ASSUMED LOADING - EXISTING BUILDING) FROM JOIST BEARING, G.C. SHALL F.V. NOTE: EXISTING CONSTRUCTION NOT VERIFIED FOR CODE REQUIRED LOADING IMPORTANCE FACTOR, I: 1.0 OCCUPANCY CATEGORY: II MAPPED SPECTRAL RESPONSE ACCELERATIONS: �� NOTE: ..�.� � exm..� Ss = 0.979 IF FIELD CONDITIONS DEVIATE FROM THOSE EXIST. ROOF INDICATED, NOTIFY EOR & ARCH. IN WRITING Si = 0.424 P DECK SITE CLASS: D (ASSUMED) Superstore PRIOR TO COMMENCING WORK. SPECTRAL RESPONSE COEFFICIENTS: Sds = 0.724 Sdl = 0.445 DESIGN CATEGORY: D YourTruck&dee p AccessorySu BASIC SEISMIC FORCE RESISTING SYSTEM: SPECIAL REINFORCED MASONRY SHEAR WALLS (ASSUMED) TIGARD, RESPONSE COEFFICIENT, Cs: 0.089 L4x4x1/4 RESPONSE MODIFICATION FACTOR R: 5 1'-4" , MIN. 1'-4" , MIN. OREGON 3/4 DIA. r fCONCRETE MASONRY SIMPSON�TITEN 1. CONCRETE MASONRY SHALL CONFORM TO THE TMS 402-11/ACI 530-11/ASCE 5-11 BUILDING CODE REQUIREMENTS FOR MASONRY HD @ 16 o.c. STRUCTURES AND TMS 602-11/ACI 530.1-11/ASCE 6-11 SPECIFICATIONS FOR MASONRY STRUCTURES. O 0 O O O 2. GROUT FOR FILLING CONCRETE MASONRY CELLS SHALL CONFORM TO ASTM C-476 "STANDARD SPECIFICATIONS FOR MORTAR AND GROUT FOR REINFORCED MASONRY", AND SHALL HAVE A COMPRESSIVE PRISM STRENGTH (Em) OF 3000 P.S.I. AT 28 DAYS. THE SLUMP SHALL BE BETWEEN 9 AND 11 INCHES. WHERE THE MINIMUM DIMENSION OF ANY CONTINUOUS VERTICAL CELL IS 3 INCHES OR LESS, USE FINE GROUT; OTHERWISE USE COARSE (PEA GRAVEL) GROUT. SEE MECH. 3. MORTAR FOR CONCRETE MASONRY SHALL BE TYPE '5' AND SHALL CONFORM TO ASTM C270. 4. VERTICAL REINFORCEMENT IN WALLS SHALL BE PLACED IN THE CENTER OF THE WALLS UNLESS NOTED OTHERWISE. J . STRUCTURAL STEEL All measurements and items portrayed 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC /AISC 360-10 SPECIFCATION FOR STRUCTURAL STEEL BUILDINGS. on this sheet are deemed to be _ — accurate by architect, however all 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: bidding Contractors should field verify the actual conditions. Any changes to ROLLED SHAPES: ASTM A992, GRADE 50 the scope of work, and thus potential SEE MECH. CHANNELS, ANGLES, PLATES: ASTM A36 change orders, should be identified and 70 HSS TUBES: ASTM A500 communicated in your bid submittal to the General Contractor. 3. WELDS SHOWN ON THE STRUCTURAL DRAWINGS ARE THE MINIMUM REQUIRED BY DESIGN. THE FABRICATOR'S DRAWINGS SHALL SHOW WELDS AND SHALL CONFORM TO AWS SPECIFICATIONS. ALL WELDING SHALL BE DONE WITH E-70 SERIES ELECTRODES. This drawing and the design shown is the 4. PAINT ALL STRUCTURAL STEEL WITH ONE COAT OF RUST-INHIBITIVE PRIMER 2.5 MILS IN THICKNESS. THE COMPATIBILITY OF PRIMER property of the architect. The AND ANY TOP COAT SHALL BE VERIFIED BEFORE ANY PAINTING IS PERFORMED. TOUCH-UP ALL EXPOSED METAL AFTER FIELD reproduction, copying or use of this INSTALLATION. ALL STRUCTURAL STEEL WHICH IS EXPOSED TO THE ELEMENTS SHALL RECEIVE TWO COATS OF EXTERIOR ENAMEL drawing without their written consent is ' WHICH IS COMPATIBLE WITH THE PRIMED SURFACES. prohibited and any infringement will be subject to legal action. 5. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH THE AISC CODES SPECIFIED HEREIN. THE SHOP DRAWINGS SHALL INCLUDE COMPLETE DETAILS AND SCHEDULES FOR FABRICATION AND ASSEMBLY OF STRUCTURAL STEEL MEMBERS. SUBMIT THREE SETS OF PRINTS OF EACH DRAWING. TWO MARKED-UP SETS SHALL BE RETURNED. REPRODUCTION OF STRUCTURAL DRAWINGS FOR USE OF Job Number: 1803 SHOP DRAWINGS IS NOT PERMITTED. TERMINATE REINF. @ ASSUMED EXIST. Date: 01.31.2018 BOND BEAM, TYP. EA. JAMB Revisions: MECH OPENING 1 OSCALE: I = l'-O" Revisions: Revisions: DETAILS &GENERAL NOTES Sheet Number: S 3 . 1 WE-18019 1 FIRE PROTECTION SPECIFICATIONS SPRINKLER INTENT INFORMATION © OFFICE AREA 11(111111) 1. THE SPRINKLER SYSTEM SHALL CONFORM TO NATIONAL FIRE PROTECTION SHOWROOM AREA OFFICE AREA STOCKROOM AREA INSTALLATION 0.10 GPM/SQ. FT. ASSOCIATION 13 AND ALL APPLICABLE REGULATORY REQUIREMENTS AND BUILDING ELECTRICALROOM _.__.__..- -1 r_._...._ _ OXFORD FACILITY ..-._-_m_ ___..__..._ CODES AS INTERPRETED BY THE AUTHORITY HAVING JURISDICTION IN THE LOCALE �-_ --- _ -_ OF THE PROJECT. WHERE CONFLICTS EXIST BETWEEN SUCH REGULATORY OR CODE WW--- I'll" ARCHITECTURE ZONE CLASSIFICATION * ORDINARY HAZARD LIGHT HAZARD CLASS 1V COMMODITIES ORDINARY HAZARDisE REQUIREMENTS, SUCH CONFLICT SHALL BE IDENTIFIED FOR THE REVIEW OF THE GROUP 2 STORED UP TO 10'-0" GROUP 2 V V V V V V V V V 'V V V VEE V V V V ARCHITECT AND ENGINEER. ~oW AND TIRE STORAGE ON V V V V V V V ,%'V V V V V .. G. 1205 Paris Avenue Architecture TREAD UP TO 5-0"" 2. CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE AND HYDRAULICALLY - 0 ® Suite 205 Planning �n� 1. _ � � V V V V . V `� VV V V ` CALCULATED SPRINKLER SYSTEM AS INDICATED ON FLOOR PLANS. MINIMUM SCOPE ORDINARY HAZARD GROUP 2 ,,;,: =Y \, '•- Nashville, TN 37212 Interior Architecture OF WORK SHALL INCLUDE PROVIDING NEW PENDANT SPRINKLER HEADS AND/OR DENSITY 20 GPM/ SQ. FT. .10 GPM/ SQ. FT. .20 GPM/ SQ. FT. .20 GPM/ SQ. FT. -- ; V V V V V V V V V V,'. V V V\ V V V V V V ➢V V" V V V v RELOCATING EXISTING SPRINKLER HEADS AS REQUIRED IN THE VESTIBULE, SALES 7 N V AREA, TOILETS, OFFICES, AND BREAKROOM. RELOCATE EXISTING UPRIGHT SPRINKLER COVERAGE AREA 1500 SQ. FT 1500 SQ. FT. 1500 SQ. FT. 1500 5Q. FT. HEADS OR PROVIDE NEW SPRINKLER HEADS AS REQUIRED IN THE STOCK ROOM AND COVERAGE PER SPRINKLER 130 SQ. FT. 225 SQ. FT. 130 SQ. FT. 130 SQ. FT. ° V V V V 7 V V V, V V V V V V `�V \'V V V V V V V V V Vi. :,7 , INSTALLATION FACILITY. PROVIDE BRANCH PIPING FOR ALL NEW SPRINKLER HEADSt' DISCHARGE TEMPERATURE 165'F 165'F 165'F 165 F s::�,.,��,,,,,,, AND ROUTE PIPING TO NEAREST BRANCH MAIN OR CROSS MAIN. PROVIDE SUPPORTS - 5 7 V V V V V V V V `V V V V V V V V\ V V V` V V V V �/ ' w „7:: AS REQUIRED By NFPA 13. FIELD VERIFY EXISTING CONDITIONS. MAXIMUM HEAD SPACING 15 FT. 15 FT. 15 FT. 15 FT. - - HOSE STREAM ALLOWANCE 250 GPM 100 GPM 250 GPM ' 250 GPM V V , V V,. V,V V V V \V V V V ;,\7,:. V V :V V V� V V ,. V V V V ;� y 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEFECTS, REPAIRS AND 7 V V , _V V .V -V : V� V V Vv, V- V V V V/V V ,V V V V V V V OR ' REPLACEMENTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR AFTER FINAL PAYMENT IS APPROVED. V V V V V V V . V V V V\\ V :V V V' V V V V V V V V V V °, • 4. SUBMIT FOR APPROVAL THE NUMBER OF SHOP DRAWINGS AND MANUFACTURERS COMMENTS: V V V V V- ‘7, 7 V V V V V 0V�VI V V V V V V V V V V LITERATURE ON ALL MATERIALS AS REQUIRED TO THE ARCHITECT OR OWNER'S * ZONE CLASSIFICATION SUBJECT TO AUTHORITY HAVING JURISDICTION. EXPIRES:6130/20 20 REPRESENTATIVE. -_ --;� V V V V V V V `V V V' V V INSTALLATION FACILITY V V V V V V 7 . 7 5. SUBMIT DRAWINGS AND CALCULATIONS TO THE DEPARTMENT OF FIRE PREVENTION i 5 7 V V V; V V V , V V 7777 X0.20 GPM/SQ. F7. V V V V V V V V OF THE STATE AND LOCAL AUTHORITIES HAVING JURISDICTION. `,; .V V V V `V V V V V V V V V V V V V V V V V V V V ' \/ 6. CONTRACTOR SHALL VISIT THE SITE AS WELL AS ADJACENT SPACES AND FULLY .' 7 V V V V V, V V V V V V V " V V V V V V V V 1 _ s INFORM HIMSELF CONCERNING ALL CONDITIONS AFFECTING SCOPE OF WORK. VERIFY PIPE SIZES, LOCATION OF EXISTING COMPONENTS, AND SUITABILITY OF , V V V V V V V V V V V V V V V V V V V V V V V V V/ IG �' I 4 THE EXISTING SYSTEMS TO MEET THE HYDRAULIC CALCULATIONS PRIOR TO BID. CONSTRUCTION NOTES �7 V V V V ,.,V V V V V V V V V V V V .. V V.. ...0 V V V MI - 7. DRAWINGS ARE DIAGRAMMATIC AND INTENDED TO SHOW APPROXIMATE LOCATIONS. '' IT 1S THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW ALL ARCHITECTURAL, 1 CONTRACTOR SHALL VERIFY EXISTING DOUBLE CHECK BACK FLOW PREVENTER SERVING V V V V �/ V V V V V V V V V `V V V V V V V Gresham ScKelton O SPRINKLER SYSTEM. BACK FLOW PREVENTER SHALL BE TESTED IN ACCORDANCE WITH � CIVIL, STRUCTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS AND COORDINATE WITH GUIDELINES SET FORTH BY LOCAL AUTHORITY HAVING JURISDICTION. V V V /- V \/*� E N G I N E E R T N G �I V �V V `:V V ' V; V V V V ;V V V 's V V „ OTHER TRADES FOR PIPE ROUTING AND EQUIPMENT PLACEMENT. INSTALL ALL WORK 1163 West Main St. WITHOUT CONFLICT WITH OTHER TRADES AND MAKE MINOR ALTERATIONS AS 0 V V V/. V Q 'V Q �] V Q :V V Q V Q V Q �/ V _ Franklin, TN 37064 2 ADD NEW SPRINKLER QUICK RESPONSE SPRINKLER HEADS AS REQUIRED FOR NEW REQUIRED WITHOUT ADDITIONAL COST TO OWNER. CEILING ELEVATION NEW LIGHTING LAYOUT, AND/OR RELOCATION OF WALLS. 5 " .�__ Tel: fi15.730.9111 / 0 7 V V `V 1' V -V, 'V V V V V V' V V V�; V V ,V V V V Fax 615 224 3599 8. THE SPRINKLER SYSTEM SHALL BE INSTALLED BY A FIRE PROTECTION SPRINKLER 3 RELOCATE EXISTING SPRINKLER HEADS AND/OR ADD NEW SPRINKLER HEADS AS � SYSTEM CONTRACTOR WITH A VALID CERTIFICATE OF REGISTRATION ISSUED BY THE 0V V V �V V'� V .V V V 7 •'V 7 V V V ---V V V. V 7 e.V 7 -V Project #18-019 REQUIRED FOR NEW CEILING ELEVATION NEW LIGHTING LAYOUT, AND/DR RELOCATION '�®'/ � �� AUTHORITY HAVING JURISDICTION. OF WALLS. �' 7 V- V ;:V V V '-'V V V V o V °V V V- V V; V V V V V V V 9. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL VOLTAGES, Zs C I`f,f ` V V \/ V Q �/ V °V V , V' V V V V V V V V V , U V V V akin. ELECTRICAL LOADS, ETC. OF ELECTRICALLY OPERATED EQUIPMENT PRIOR TO PURCHASING EQUIPMENT. ALL EQUIPMENT SHALL BE U.L. AND NEMA APPROVED. GENERAL NOTES \�� 7 0. V V V V V V V V V V V V �V.,_,V V ,�V V V V V V V V f V V V V V V V V V V V :V V V V .-- /. V 1' - ,.. V V v V `', ,„v- 'V 10. MAINTAIN A MINIMUM CLEARANCE OF 3'-O" IN FRONT OF ALL ELECTRICAL PANELS ' 4 AND -0" ON EITHER SIDE OF ELECTRICAL PANEL TO STRUCTURE. 1. GENERAL CONTRACTOR TO FURNISH AND INSTALL A MINIMUM OF 4 PORTABLE FIRE ' ELE'CTRICAL ROOM AREA M V` \ v, v,�, \ �, �, �, n �, Your Truck &Jeep Accessory Superstore„,, EXTINGUISHERS. LOCATIONS SHALL BE DETERMINED BY STORE FIXTURES AND r _ 1 A } 7_ i , < _ i , _ _,i .:1 ; ,.; j t p 0.20 GPM/SQ. FT. SHELVING TO MAINTAIN A MAXIMUM TRAVEL DISTANCE OF 75'-0". ' I € ; , ' , ' 11. ALL HORIZONTAL AND VERTICAL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH : Vj V , NFPA 13 AND STATE AND LOCAL REQUIREMENTS. SUPPORTS HALL SECURELY HOLD 2, FIRE SPRINKLER CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING FORMAL 57 PIPING, PREVENT VIBRATION, COMPENSATE FOR STATIC AND OPERATIONAL CONDITIONS V V-V V V 7 OF THE VARIOUS SYSTEMS, AND SHALL NOT BE SUBJECT TO ELECTROLYTIC ACTION. "DESIGN INTENT" DRAWINGS, INCLUDING FULL HYDRAULIC CALCULATIONS, SEALED BY A PROFESSIONAL ENGINEER MEETING ALL STATE AND LOCAL CODE. ' V' .V oFE V V0 q,,,,,,,,,,,:,..„, ,,,,,,,„:-nitiv..i fr,..:-,::.,1r: ,f.1;Ltt ttl4t.,:i:t. N Po F tee. ii 12. ALL SPRINKLER SYSTEM MATERIALS INSTALLED SHALL BE U.L. LISTED AND FACTORY °" ' E` r r4 FE TIGARD)MUTUAL APPROVED FOR FIRE PROTECTION USE. 3. SPRINKLER LINES SHALL BE AS HIGH AS POSSIBLE. V ` ' - 13. CONTROL VALVES SHALL BE SLOW CLOSING INDICATING VALVES LISTED FOR FIRE 4. FIRE EXTINGUISHERS SHALL BE UL & ULC RATED AT 2A:10B:C OR BETTER. _ O O OREGON PROTECTION USE. EACH CONTROL SHALL HAVE A SUPERVISORY SWITCH. ` 3 OFFICE AREA O 1 n "_ __ :-_. .e . _d..�.. 0.10 GPM/SQ. FT STOCKROOM AREA 1 14. SPRINKLER PIPING PENETRATING ONE-HOUR OR GREATER RATED FIRE WALLS SHALL ` i�, I �- ,0.20 GPM/SQ. FT. BE SLEEVED AND CAULKED TO MEET U.L. LISTED ASSEMBLY FOR RATING OF WALL. 15. CONTRACTOR SHALL FLUSH WATER SYSTEM AFTER INSTALLATION PER REQUIREMENTS ,I :0 - 0 - e :,. W . ", d :_.z.: ,-,-:.:7':":. .4.... . ... : ' .-.- .� .. .-.... OF NFPA 24. ABC, BC. WALL HUNG ABC FIRE EXTINGUISHER FIRE EXTINGUISHER IN SEMI-RECESSED CABINET � ;//r/ ',,'' , ,- , 16. SPRINKLER HEADS SHALL BE TYCO, RELIABLE, CENTRAL, VIKING OR EQUAL. 17. OFFICE AREA AND SIMILAR OCCUPANCIES SHALL HAVE DENSITY OF ADJACENT AREAS , "� '� - !F NOT SEPARATED BY WALLS. IF SEPARATED BY WALLS, THE AREA SHALL BE 1'1111011111k il��l�� l��l HYDRAULICALLY BALANCED TO PRODUCE 0.1 G.P.M. PER SQUARE FOOT DENSITY OVER THE MOST REMOTE 1,500 SQ. FT., HEAD COVERAGE 225 SQ. FT./HEAD 46" AFF 46" AFF i'II 111111 I.I.i111111 MAXIMUM, USING 165'F HEADS. pYE Illillllllilll Illilllll IIII� ��'� -�-�-- �- --- " '" 18. SALES AREA, VESTIBULE, AND SIMILAR OCCUPANCIES SHALL SHALL BE --- I L� -- - - HYDRAULICALLY BALANCED TO PRODUCE 0.2 GPM PER SQUARE FOOT DENSITY OVER u THE MOST REMOTE 1,500 SQ. FT., HEAD COVERAGE 130 SQ. FT./HEAD MAXIMUM, All measurements an items portrayed USING 165T HEADS. :� _ �% � SHOWROOM AREA on this sheet are deemed to be FIN. FLR. t FIN. FLR. -N V f 0.20 GPM/SQ. Ff. accurate by architect, however all 19. INSTALLATION FAICLITY SHALL BE HYDRAULICALLY BALANCED TO PRODUCE .20 GPM - * , / bidding Contractors should field verify PER SQUARE FOOT DENSITY OVER THE MOST REMOTE 1,500 SQ. FT., HEAD the actual conditions. Any changes to COVERAGE 130 FT./HEAD MAXIMUM, USING 165'F HEADS. FIRE EXTINGUISHER the scope of work, and thus potential MOUNTING HEIGHT change orders, should be identified and 20. STOCKROOM SHALL BE HYDRAULICALLY BALANCED TO PRODUCE .20 GPM communicated in your bid submittal to PER SQUARE FOOT DENSITY OVER THE MOST REMOTE 1,500 SQ. FT., HEAD COVERAGE 130 FT./HEAD MAXIMUM, USING 165'F HEADS. SCALE: NONE FE the General Contractor. 21. ALL SPRINKLER HEADS IN AREAS WITH FINISHED CEILING SHALL BE ` This drawing and the design shown is CHROME-PLATED RECESSED PENDANT TYPE WITH TEMPERATURE RATING AS 1` the property of the architect. The CONDITIONS DICTATE. ASSOCIATED SPRINKLER PIPING SHALL BE ENTIRELY ... CONCEALED. - - � reproduction, copying or use of this drawing without their written consent is 22. ALL SPRINKLER HEADS IN AREAS WITHOUT FINISHED CEILINGS SHALL BE BRASS prohibited and any infringement will be UPRIGHT HEADS WITH TEMPERATURE RATING AS CONDITIONS DICTATE. ASSOCIATED subject to legal action. SPRINKLER PIPING SHALL BE RUN EXPOSED. DO NOT PAINT HEADS. 23. THE SPRINKLER CONTRACTOR SHALL COORDINATE THE LOCATION OF PIPING AND HEADS WITH LIGHT FIXTURES, DIFFUSERS, DUCTWORK, PLUMBING LINES, ETC. AND = - Job Number: 1803 MAKE MINOR ADJUSTMENTS IN THE SPRINKLER LAYOUT WHERE REQUIRED OR DEEMED NECESSARY BY THE ARCHITECT. Date: 01.31.2018 24. MODIFICATIONS TO THE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH FIRE PROTECTION PLAN NFPA 13. SCALE: 1/8" = 1'-0" Revisions: Revisions: Revisions: ERErTCE O � FIRE PROTECTION PLAN aMINOT APPROVED WITK THIS Sheet Number: F P 1 . 0 \Siiii) INTERNATIONAL MC 403.3 COMPLIANCE SCHEDULE MECHANICAL LEGEND WALL CAP WALL CAP 4 OXFORD UNIT NUMBER RTU-1 RTU-2 TOTAL SYMBOL DESCRIPTION _ EF 3 6" . M 6" _ -= =_ - - —= ,. : ARCHITECTURE - _`� NEW >� pwNw �H4 (NEW) wnsy_a PARIS ' i 1 _ AREA SERVED SHOWROOM OFFICE CORRIDOR STOCK ROOM INSTALL FACILITY _ _J EXISTING SUPPLY AIR DUCT ® )`.,,: 6 0 n;_ ' __ a ,L a-' 1 *� -- -- 1205 Paris Avenue Architecture 0.1,257 5,177 -- � ....1 ` (NEW) F+ i AREA (SQ. FT) 2,493 120 81 r �� 50 NO. PEOPLE 1000 SQ. FT. 15 7 - N A N A �! �1J15 Suite 205 Planning / / / NEW RIGID SHEET METAL SUPPLY AIR DUCT '' '1Yr" r °� L11 (TABLE 403.3) / A- A 6" 50; p ,\`v aIv I�r10A e. a)1A ly ,,w Q , _� Nashville, TN 37212 Interior Architecture PEOPLE QUANTITY 38 2 - N/A N/A 101111111 NEW SUPPLY AIR FLEX DUCTy ;r 8" TRANSITION TO 'v `. µ AIRFLOW PER PERSON 7.5 5 - N/A N/A - _ FLEX DUCT ABOVE \\ / I \ r- -7 LAY IN CEILING T (TABLE 403.3) __ J EXISTING RETURN AIR DUCTWORK �.• CFM SQ. FT. .12 .06 .06 .12 .12 _ 0,, �� `' / NEW EXHAUST AIR DUCTWORK :,,��% �� , `� " ,• ai TOTAL OA REQUIRED (CFM) 585 20 5 NAT. VENTILATION* NAT. VENTILATION* 610 � � ,,. ,� TOTAL OA. PROVIDED (CFM) 585 20 5 100 500 1,210 `' \ \ ' /�� EXISTING TO BE RELOCATED 1 \ ? , • NOTES: r, .. RTU-2 OREGON * OPERABLE OPENING AREAS IN INSTALL FACILITY AND STOCK ROOM EXCEED 4% OF FLOOR SPACE PER IMC SECTION 402.2. r `. 0-8 .0 ..„ e> .- l \ , E ",-, z � i�c EXISTING TO BE REMOVED r lc 1 �f ,\ ;\ � \ �> (EXISTING)/ .' ' ? -a-' MANUAL VOLUME DAMPER / 4.,'•.; _t,. 1.° -- ` , / M' `� ,` `�` r 1:5 00 - I I EXPIRES: O/2020 O 0 CEILING DIFFUSER NI \ J77 2 r 1 : , , 41l ,. O 490 0� . - O490 + O490 I XI O490 O 490 CEILING RETURN AIR GRILLE \24/ k, Q--..-,; ,,-. :-,, \It/ \/\.1 I 200 _ •. !,` .',1.'20 0, , . . ` �22"01 NI' \ •.' 20"0\ GSH ■ SUPPLY CFM C --- \ : fel\ 16"0 16" .G ,H A.F.F. ABOVE FINISHED FLOOR ---_ O 490 ,%'�,/l 0 490 ; fil'490 ,. O 490 ``, .. . •-- ® 490 O.A. OUTSIDE AIR �,� Gresham Schelton EF—1 EQUIPMENT LABEL (SEE MECH. SCHEDULE FOR INFO.) . iif' f 1. RUSKIN MODEL ELM6375DX (OR EQUAL) VENTILATION INTAKE LOUVER e ENGINEERING /�,;/ : WITH ADJUSTABLE & DRAINABLE BLADES - PROVIDE WITH CORROSION 1163 West Main St. Q THERMOSTAT e �,,, � F,' ' RESISTANT BIRDSCREEN - LOUVER SHALL PROVIDE MINIMUM 4.69 SQ - Franklin, TN 37064 _ ,,,i/ / /.//� , ;'` FT. FREE AREA 36„W X 36"H (OR EQUIVALENT) MOTOR SHALL 1. Tel 615.730.9111 s TOGGLE SWITCH "' /7. % } `. OPEN LOUVER WHEN VF-1 IS ENERGIZED .444 I r ;,/ , ;b Fax 615.224.3599 CO CARBON MONOXIDE SENSORO. `�� ; ` :illProject#18-019 7 Ci' X 22' ::7„: : ,\, ® NITROGEN DIOXIDE SENSORS �' , ` "'y �, . _ t� AIR FLOW ' �'` ,' ' 70. /St /.2 / , / 4. 24, A UNDERCUT DOOR �'4" r , EXISTING " i ., aillillil 9 CONNECT NEW TO ST / -<4, ,,, ' O f �'�.--.__--._________.- -..I I1. Your Truck&Jeep Accessory Superstore ': CONSTRUCTION NOTES r _ r Iffr----yr;7-7:1=9—ii--- , f CARBON MONOXIDE SENSOR - •- J.-.1v- �T..t._ .:t= i=i. =:._:: k.T:t:_i-.t:t:: :: -1-;� - �- -.-r. °.: BY ARMSTRONG MONITORING, 12„� 10„� 8"� , MODEL AMC-1ACDS WITH 10 RELOCATE EXISTING THERMOSTAT TO THIS LOCATION. " '8"0 AVOID & VISUAL ALARM ` ,, . � =` • , ` '0.-,U' ,� i'` ` ` `' `7 `e . . vl , A 100 �` +� +L RETURN AIR BOOT FULL SIZE OF UNIT INLET OPENING. EXTEND 2' HORIZONTALLY � : 40 _ ® r TIGARD, AND TERMINATE. ®CFM 6"x6" Q 0 170 ¢ 170 / a 170 180 .. ._ m_, d 10� ,rr TRANSITION TOSTOwK RA O CONTRACTOR SHALL PROVIDE ALTERNATE BID TO ROUTE 8" EXHAUST DUCT UP 0 ;•„; © J " ” ■ FLEX DUCT ABOVE — i 6"4 `a5 THROUGH ROOF TO ROOF CAP. 6 'o, fi „ . 1 11 OREGON EF-2 � - f -• .. I ,� 10"0 ...LAY IN CEILING � It- <""' ...�-� .._�___.--.-------___-_. ..-._:� N ” (NEW) .. ... _. I ...BE ■![, O I� �" , .:- 2 " 24" .• 6 ♦♦ O 1 DD MIII[ i11 ,..:. 6 yi HVAC REFURBISH NOTES J L _ V �, "0 ' 5-'- ,c4,1 __,: i H, s"� 1: (NEW) i � 1. THE CONTRACTOR IS REQUIRED TO CONDUCT A FULL MECHANICAL SURVEY OF THE 0 O 90 6 „__a RTU-1: � I : EXISTING PACKAGED ROOFTOP UNITS. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH _ — \ - 11 L.. DOCUMENTATION CONCERNING THE CONDITION, PRESSURE READINGS AND AMP READINGS, A Q (EXISTING) `+ _ _ \ - COST ESTIMATE OF ALL WORK REQUIRED TO REFURNISH EXISTING ROOFTOP UNIT TO FURNISH AND INSTALL 6D x24 WALL MOUNTED , TRANSFER AIR GRILLE BY PRICE, MODEL 520 F � PROPER WORKING ORDER. THIS WORK SHALL INCLUDE BUT NOT BE LIMITED TO CLEANING r`: OR APPROVED EQUAL - PAINT PER ARCH. - 340 co- `"' ' "�`a AREA N- 3iD -... INSIDE AND OUTSIDE OF UNITS, CHANGE BELTS, CHANGE FILTERS, LUBRICATE MOTORS, ill r COORDINATE MOUNTING HEIGHT WITH ARCM. O LUBRICATE ECONOMIZER DAMPERS, CLEAN DRAIN PAN, BLOW OUT CONDENSATE PIPING TO / % >D 340 01 N'rn 1 ► ��, o ► -11`I ENSURE PROPER FLOW, CHECK CONTROLS, CLEAN EVAPORATOR AND CONDENSING COILS, C, `2� y� ► 14"0Nkti E REPAIR REPLACE ANY PARTS THAT MAY BE PERATING BUT WILL SOON NEED REPLACEMENT, = ,11 ` ETC... r � ��, � �.,. �. ,.� �,�. . . , . �. �..- , , � � � ��`.A`�' �,, � I. 8"� �,��` �W._.,__ .... _ . ' I r 14"O *� 161'0�o� eo 7<t r , r 101 1 335 -._. _ 335 _ I O O � ' O CFM..,.., _ ryd 335 �i ii ! � All measurements and items portrayed pi w ' �' I� ; 1 on this sheet are deemed to be r r 1 ' ' { I accurate by architect, however all 3 „w r I, ! 335 33; '11,____1 i_____ 'o it—i -335— ' ` bidding Contractors should field verify i ,i : the actual conditions. Any changes to '�.cI \ _ 14"� the scope of work, and thus potential 7 11111M1101=1111\1v ,.' 18"0.y��'v' :11 ! � change orders, should be identified and lc ! i14"O 16" 1 ; 1 communicated in your bid submittal to ix 1 !ii i340 _ 340.... ___-._____ --.-.. 0 340 _.. -- -- •1 L- ' the General Contractor. M. .. -.-..-.-. t._ — 1 l..-.-....._ 1 - '_ _ s ,_.::.:.:g_ .... ._.. .. ......_. _-_t....... ._:_- .. _ =.. . — --....-..--- ....-. =..il ..._`_. _ This drawing and the design shown is ? i l the property of the architect. The �'�` reproduction, copying or use of this P PY 9 drawing without their written consent is • prohibited and any infringement will be subject to legal action. 40 0 , • . ! ••• \ , _ i . , Job Number: 1803 Date: 01.31.2018 MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0" Revisions: Revisions: Revisions: MECHANICAL FLOOR PLAN REFERENCE ONLY NOT APPROVED WITH THIS PERMIT n n 1 Sheet Number: 1 V' I • 0 r l HEATING, VENTILATING AND AIR CONDITIONING SPECIFICATIONS �- ---HANGER STRAP 1"X18 GA. @ 10' MAX PACKAGED GAS FIRED AC UNIT SCHEDULE SPACING -- - - - - iiii ) PART 1 GENERAL C. ALL CONCEALED SUPPLY AND RETURN DUCTS SHALL BE EXTERNALLY %" BOLT (MIN.) IDENTIFICATION RTU-1 RTU-2 INSULATED WITH 2" THICK, R-5, FIBERGLASS FLEXIBLE DUCT BAND SAME SIZE OXFORD 1. FURNISH ALL MATERIALS, LABOR, TOOLS, TRANSPORTATION AND INSULATION WITH VAPOR BARRIER, MANVILLE CORPORATION, a AS HANGER STRAP MANUFACTURER EXISTING EXISTING INCIDENTALS TO COMPLLI L IN EVERY DETAIL, AND LEAVE IN WORKING CERTAINTEED OR KNAUF. INSULATION MATERIALS AND COMPONENTS ARCHITECTURE ORDER ALL ITEMS CALLED FOR HEREIN OR SHOWN ON THE SHALL HAVE MAXIMUM COMPOSITE FIRE AND SMOKE HAZARD RATINGS o MODEL NUMBER EXISTING EXISTING ACCOMPANYING DRAWINGS. OF 25 FLAME SPREAD, 50 SMOKE DEVELOPED AND 50 FOR FLAME \ NOMINAL TONS 12.5 12.5 SPREAD. APPLY VAPOR BARRIER JACKET TO COMPLETELY SEAL SEER 1205 Paris Avenue Architecture SPECIFICATIONS AND CONSULT ALL DRAWINGS WHICH MAY AFFECT THE WITH REINFORCED FOIL TAPE. ROUND DUCT SUPPORT DETAIL EER - - Suite 205 Planning 2. IT IS THE RESPONSIBILITY OF CONTRACTOR TO READ ALL BARRIER AND REPAIR PUNCTURES. STAPLE ALL SEAMS AND SEAL Nashville, TN 37212 Interior Architecture INSTALLATION AND COORDINATION OF HIS WORK WITH OTHER TRADES. CONTRACTOR SHALL COORDINATE AND MAKE MINOR ADJUSTMENTS IN D. EXPOSED SUPPLY AND RETURN DUCTS WITHIN CONDITIONEDVOLTAGE EXISTING EXISTING LOCATION OF EQUIPMENT AND MATERIALS AS NECESSARY TO SECURE SHOWROOM SPACE SHALL BE SPIRAL WOUND, NO INSULATION SCALE: NONE UNIT M.C.A. - - COORDINATION. REQUIRED. PAINT PER 4WP. UNIT M.O.C.P. - - 3. LAYOUT SHOWN IN DRAWINGS IS BASED ON A PARTICULAR MAKE OF E. EXPOSED RECTANGULAR SUPPLY AND RETURN DUCTS WITHINp ,: EQUIPMENT. CONTRACTOR SHALL PROVIDE PDF SUBMITTAL SETS OF CONDITIONED SPACE SHALL HAVE 1" THICK INTERNAL INSULATION AT TOTAL COOLING CAP. (MBH) EXISTING EXISTING - ik .,.. SHOP DRAWINGS TO ENGINEER FOR APPROVAL PRIOR TO STARTING 1.5 LB DENSITY, GLUED AND PINNED. WHERE INTERNAL LINER AND -N SENSIBLE COOLING CAP. (MBH) - - -` I t WORK. IF ANOTHER MAKE OF EQUIPMENT IS DESIRED, THESE 6". r P +1, EXTERNAL WRAP MEET, THEY SHALL OVERLAP BY MINIMUM OF '�' /�� FAN SECTION: t ' SUBMITTALS SHALL ALSO SHOW ALL REQUIRED MODIFICATIONS AND DOUBLE WALL ______________,...111 s INSULATION SHALL BE BY MANVILLE CORPORATION, CERTAINTEED OR I, - CHANGES, INCLUDING THOSE INVOLVING OTHER TRADES, AND COST KNAUF. PAINT PER ARCHITECT. INSULATED DUCTf} I, CFM SUPPLY 5,000 5,000ORE ciN THEREOF SHALL BE INCLUDED IN HIS BID. REQUESTS FOR til ,1 _ . SUBSTITUTION OF PRODUCTS NOT SPECIFICALLY NAMED SHALL BE F. TRUNK DUCTS SHALL BE ISOLATED FROM UNIT VIBRATION WITH fi I: CFM O.A. 710 500 + SUBMITTED IN WRITING A MINIMUM OF TEN (10) CALENDAR DAYS THE USE OF NFPA AND U.L. APPROVED FLEXIBLE CONNECTORS IN DAMPER IN J,LI ,', EVAP. FAN H.P. EXISTING EXISTING PRIOR TO THE BID DATE. REQUESTS SHALL INCLUDE DESCRIPTION BOTH SUPPLY AND RETURN. OPEN POSITION I4 - , OF ITEM(S), NAME OF MANUFACTURER TO BE SUBSTITUTED AND 4 I DAMPER CONTROL ESP-IN WG. .8 .8 EXPIRES: /30/2020 CATALOG DATA. REQUESTS SHALL BE REVIEWED ONLY TO APPROVE OR G. ALL ROUND DUCT SHALL BE SIZED AS SHOWN ON DRAWINGS. 1 ° HANDLE HEATING SECTION: REJECT SUBMISSION OF PRODUCT. DETAILED SUBMITTALS SHALL BE PROVIDE 2" THICK SLEEVE INSULATION TO PREVENT CONDENSATION. L!, L I SUBMITTED AS NOTED IN OTHER PORTIONS OF THIS SPECIFICATION. INSULATED FLEXIBLE DUCT MAY BE UTILIZED WHERE INDICATED ON f, II FUEL NAT. GAS NAT. GAS DO NOT SUBSTITUTE MATERIALS, EQUIPMENT OR METHODS UNLESS DRAWINGS. FLEXIBLE DUCT SHALL BE CERTAINTEED, WIREMOLD, OR INTERNAL INSULATION '1 'i i HEATING INPUT (MBH) 270.0 MBH (ESTIMATED) 270.0 MBH (ESTIMATED) SUCH SUBSTITUTION HAS BEEN APPROVED IN WRITING. DO NOT MANVILLE CORPORATION, FLEX METAL INSULATED WITH ACOUSTICAL I I, .. ASSUME THAT MATERIALS, EQUIPMENT OR METHODS WILL BEi ` HEATING OUTPUT MBH VINYL VAPOR BARRIER, U.L. APPROVED WITH CONDUCTANCE .22 AT r APPROVED UNTIL SPECIFIC WRITTEN APPROVAL HAS BEEN GIVEN. THE 75 DEGREES F. 4MAIN SUPPLY FILTER 2" 2" GLSIE:BURDEN OF PROOF FOR REQUESTED SUBSTITUTIONS RESTS WITH THE i! _ CONTRACTOR. CONTRACTOR MUST RECEIVE APPROVED SUBMITTAL H. ROUND PIPE TAKE-OFFS SHALL BE SPIN-IN OR AIR-TIGHT TYPE _ _ _ ! \, DUCT OPERATING WT. (LBS.) EXISTING EXISTING J! !. COPY, SIGNED BY ENGINEER BEFORE PROCEEDING WITH ANY WITH DAMPERS, NO AIR SCOOPS. ALL ROUND PIPE TO BE - - _ ` J ! 11 P .. MODIFICATIONS. WORK INSTALLED USING UNAPPROVED SUBSTITUTIONS CONNECTED WITH SHEET METAL SCREWS AND SUPPORTED WITH NOTES 1-5 1-5 SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 1" METAL STRAP. RECTANGULAR TAKE-OFFS AND BRANCHES SHALL NOTES. Gresham Schelton 4. CONTRACTOR SHALL VISIT THE SITE AND FULLY INFORM HIMSELF BE 45 DEGREE ANGLE BOOT OR TEE. AIR FLOW 1. GENERAL CONTRACTOR SHALL PROVIDE 7 DAY PROGRAMMABLE THERMOSTAT WITH AUTO HEAT/COOL CHANGEOVER. ENGINEERING CONCERNING ALL CONDITIONS AFFECTING SCOPE OF WORK. FAILURE I. ALL DUCTWORK AND TRANSITIONS SHALL BE SEALED TO PREVENT 2. MECHANICAL CONTRACTOR SHALL PROVIDE A SECOND SET OF FILTERS TO BE INSTALLED PRIOR TO STORE OPENING. 1163 West Main St. TO DO SO SHALL NOT RELIEVE CONTRACTOR OF ANY RESPONSIBILITY LEAKAGE OF AIR. ALL JOINTS AND SEAMS SHALL BE SEALED WITH A 3. MECHANICAL CONTRACTOR SHALL PROVIDE A START UP CHECKLIST CONFIRMING ALL UNITS HAVE BEEN PROPERLY Franklin, TN 37064 IN THE PERFORMANCE OF HIS WORK. ALL WORKMANSHIP SHALL BE STARTED AND CONFIRMED RUNNING PROPERLY. CHECKLIST MUST BE PROVIDED TO 4WP VIA CLOSE-OUT BINDER. Tel: 615.730.9111 U.L. 1818-FX FOIL MASTIC TAPE EQUAL TO POLYKEN "FOIL MASTIC" - - -== 4. VERIFY UNITS ARE FITTED OF THE HIGHEST QUALITY IN ACCORDANCE WITH THE BEST PRACTICES - - - W/ DUCT MOUNTED SMOKE DETECTORS IN SUPPLY AND RETURN TRUNKS. Fax: 615.224.3599 OF THE TRADE BY CRAFTSMEN SKILLED IN THIS PARTICULAR WORK. #367-17 BUTYL FOIL TAPE. - - -I 5. RETROFIT UNIT WITH MOTORIZED OUTSIDE AIR DAMPER. Project #18-019 CONTRACTOR SHALL FILE ALL DRAWINGS, PAY ALL FEES AND OBTAIN 2. AIR DEVICES ALL PERMITS AND CERTIFICATES OF INSPECTION RELATIVE TO THIS CONICAL TAP DETAIL REMARKS: - WORK. A. AIR DEVICES SHALL BE PRICE, TITUS, OR METALAIRE WITH FRAME TYPE SUITABLE FOR CEILING FINISH. ALL CEILING DIFFUSERS WITHIN SCALE: NONE - OUTSIDE AIR DAMPERS SHALL CLOSE DURING UNOCCUPIED HOURS. 5. COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE A SPACE SHALL HAVE UNIFORM FACE DIMENSIONS UNLESS dillill FEDERAL, STATE AND LOCAL CODES AND ORDINANCES, INCLUDING BUT OTHERWISE NOTED. NOT LIMITED TO THE LATEST APPROVED EDITIONS OF THE FOLLOWING: B. CEILING DIFFUSERS SHALL BE SQUARE LOUVER TYPE WITH OPPOSED w , �°" STATE BUILDING CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL Your &lee Accessory Superstore INTERNATIONAL ENERGY CONSERVATION CODE BLADE DAMPERS, COLOR PER ARCHITECT, SIZES AS SHOWN ON --I p -- -- - MECHANICAL CODE, DRAWINGS. 7 n FAN SCHEDULE NFPA-9A C. SUPPLY AIR REGISTERS SHALL BE HORIZONTAL FACE TYPE WITH ALL EQUIPMENT SHALL BE ARI CERTIFIED AND U.L. LISTED. O - OPPOSED BLADE DAMPERS, STEEL WITH POWDER COAT FINISH, - **SUPPLY AIR DUCT O FAN IDENTIFICATION EF-1 EF-2 EF-3 EF-4 VF-1 6. SYSTEM LAYOUT IS SCHEMATIC AND EXACT LOCATIONS SHALL BE COLOR PER ARCHITECT, SIZES AS SHOWN ON DRAWINGS. v - - DETERMINED BY STRUCTURAL CONDITIONS, COORDINATION WITH Y MANUFACTURER COOK COOK COOK COOK COOK OTHER TRADES, COORDINATION WITH FINISHES AND OTHER D. ALL AIR DEVICES ARE TO BE FURNISHED WITH A POWDER,COAT y�`r 3 " MODEL NUMBER GC-148 GC-148 GC-148 GC-148 24EW420B TIGARD CONDITIONS. STRUCTURAL SUPPORTS SHALL NOT BE CUT OR ALTERED FINISH UNLESS OTHERWISE NOTED, COLOR PER ARCHITECT'S j MIN. / SUPPORT BAND TO PREVENT SAGGING. . 1 TO ASSURE FIT OF HVAC SYSTEM. ANY EQUIPMENT INSTALLED WITHIN SPECIFICATIONS. / ,\ INSTALL AT MAX. 36" INTERVALS AS NEEDED SERVICE AREA MEN'S RR WOMEN'S RR EXISTING RR EXISTING RR INSTALL. FACILITY 10'-0" OF THE ROOF EDGE WILL REQUIRE A PROTECTIVE RAILING AS 4 (SUPPLIED BY INSTALLING CONTRACTOR). FAN TYPE CEILING CABINET CEILING CABINET CEILING CABINET CEILING CABINET PROP. WALL DAMPERS, AND ACTUATORS IOiPEiIJN DEFINED BY 2009 IMC SECTION 304.11 3. LOUVERS, 1 1 4 CFM 75 75 75 75 3,890 A. INTAKE AND RELIEF AIR LOUVERS SHALL BE AMERICAN WARMING, **DENOTES FIELD INSULATED DUCTWORK. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEFECTS, REPAIRS BUSKIN, LOUVERS AND DAMPERS OR VENT PRODUCTS, 6" DEEP CONTRACTOR SHALL SUPPLY INSULATION ESP 0.25 0.25 0.25 0.25 0.125 AND REPLACEMENTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD ' FOR INSTALLATION BY INSTALLER. OF ONE (1) YEAR AFTER FINAL PAYMENT IS APPROVED. CONTRACTOR "HURRICANE PROOF"; DRAINABLE DESIGN FABRICATED OF EXTRUDED 1 SONES 0.9 0.9 0.9 0.9 15.2 SHALL HONOR FACTORY WARRANTIES ON ALL EQUIPMENT PROVIDED AS ALUMINUM. LOUVER SHALL BE SUPPLIED WITH ALUMINUM INSECT \ __ ----I MOTOR POWER 31.6 WATTS 31.6 WATTS 31.6 WATTS 31.6 WATTS 1/3 HP PART OF THIS SYSTEM. SCREEN IN A REMOVABLE FRAME AND WITH PRIMER FINISH FOR - PAINTING TO ARCHITECT'S SPECIFICATIONS. SEE DRAWINGS FOR VOLTAGE/PHASE 120/10 120/10 120/10 120/10 120/10 8. MATOERIN AOSMSHA PLETIL BE INON OF PNEW,CCLEAN CONDIT, ALL TIONQWITH UIPMFALL NT A DAMAGE ND SIZES. RECTANGULAR DUCT SUPPORT DETAIL WEIGHT 12.0 LBS 12.0 LBS 12.0 LBS 12.0 LBS 75.0 LBS RESTORED TO ACCEPTABLE CONDITION. ALL EQUIPMENT, COMPONENTS 4. SLEEVES ACCESSORIES REQUIRED A,B,C A,B,C A,B,C A,B,C C,D,E,F,G,H,J AND DUCTWORK SHALL BE INSPECTED AND THOROUGHLY CLEANED, SCALE: NONE ACCESSORIES: READY FOR USE. AT COMPLETION OF JOB, ALL MISCELLANEOUS A. PROVIDE 18 GAGE SLEEVING AT MASONRY WALLS, ETC. A: WALL CAP D: STARTER F: DISCONNECT J: BUSKIN WALL LOUVER TOOLS, SCAFFOLDING, SURPLUS MATERIALS, RUBBISH AND DEBRIS B: VARIABLE SPEED CONTROLLER E: WALL MOUNTED CO G: BIRDSCREEN MODEL #ELM6375DX SHALL BE REMOVED BY CONTRACTOR. B. SEAL ALL PENETRATIONS OF RATED PARTITIONS WITH U.L. LISTED FIRE BARRIER MATERIAL. C: BACKDRAFT DAMPER & OVERRIDE SWITCH H: MANUAL TOGGLE SWITCH (36"W x 36"H) 9. IF HVAC EQUIPMENT IS USED FOR TEMPORARY HEATING, ETC., THEINSULATED FLEX DUCT 5, CONTROLS SPECIFIED DUCT REMARKS: CONTRACTOR SHALL ASSUME THE RESPONSIBILITY FOR CLEANING MAXIMUM LENGTH AS WITH INSULATION - EF-1, 2, 3, & 4 SHALL BE INTERLOCKED WITH LIGHTSWITCH SERVING THEIR RESPECTIVE SPACES. 1 FILTERS, COILS, ETC. FINAL PERMANENT CONNECTIONS OF SERVICES SPECIFIED - VF-1 SHALL BE CONTROLLED BY A COLUMN MOUNTED CARBON MONOXIDE SENSOR AND MANUAL OVERRIDE SWITCH. All measurements and items portrayed TO UNITS SHALL BE COMPLETE PRIOR TO ANY START-UP OF A. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL EQUIPMENT. LOW VOLTAGE AND LINE VOLTAGE CONTROL WIRING AND CONDUIT /�� on this sheet are deemed to be TE THE C PMENT AS D HEREIN. ver 10. WHERE PIPES, DUCTS, ETC., ARE TO PASS THROUGH WALLS, FLOORS, WIRING REQUIRED HALOL BEEINSTALLED IINAACCORDANCE WTHLATEST1EEDITON OF 11111111°Ii bidding Contractors verify'. IP' accurate by Icshouldefieldal NEC. EQUIPMENT STARTERS SHALL BE FURNISHED UNDER THIS ETC. SLEEVES SHALL BE PROVIDED PRIOR TO WALL CONSTRUCTION. the actual conditions. Any changes to SLEEVES SHALL BE OF EQUAL OR GREATER GAUGE META THAN PIPES DIVISION FOR INSTALLATION BY ELECTRICAL DIVISION. DISCONNECTS the sco e of work and thus otential OR DUCTS PASSING THROUGH. WHERE SLEEVES PENETRATE EXTERIOR AND POWER WIRING SHALL BE FURNISHED AND INSTALLED BY THE AIR DISTRIBUTION SCHEDULE p pELECTRICAL DIVISION. ►..�; change orders, should be identified and SURFACES, VOIDS SHALL BE SEALED WATER TIGHT. WHERE SLEEVES % communicated in your bid submittal to PASS THROUGH RATED PARTITIONS, SLEEVE PACKING SHALL BE OF ,��A - VOLUME U.L. LISTED FIRE SAFE TYPE. B. THERMOSTATS SHALL BE PROGRAMMABLE WITH BATTERY BACKUP rnagriat SYMBOL MFGR. & MODEL # DEVICE FACE DEVICE SIZE CONTROL COLLAR SIZE REMARKS the General Contractor. FOR PROGRAM, HONEYWELL TB7220 OR EQUAL. INSTALL INSULATION BLANKET SPIN-IN TAP WITH VOLUME DAMPER. 11. CONTRACTOR SHALL SUBMIT THREE SETS (3) OF INSTRUCTION THERMOSTAT AT 54" ABOVE FINISHED FLOOR (TYPICAL) TO MEET PROVIDE ACCESS DOOR IF DAMPER OA PRICE MOD. SCD SUPP. DIFF. LOUVERED 24" x 24" M.V.D. 6"O SEE NOTE 1-4 BOOKS, INCLUDING INSTALLATION, OPERATION AND MAINTENANCE A.D.A. REQUIREMENTS IS LOCATED IN AN INACCESSIBLE SUPPLY DOUBLE This drawing and the design shown is INSTRUCTIONS, PAMPHLETS OR BROCHURES AND ALL EQUIPMENT LOCATION. O PRICE MOD. 520E REGISTER DEFLECTION 12" x 4" M.V.D. 12" x 4" DUCT MTD. the property of the architect. The WARRANTIES OBTAINED FROM EACH MANUFACTURER OF EQUIPMENT. PART 3 EXECUTION \) % = SUPPLY DOUBLE WA PRICE MOD. 520E REGISTER DEFLECTION 16" x 6" M.V.D. 16" x 6" DUCT MTD. reproduction, copying or use of this �..,,. DUCT COLLAR STRAP ON drawingwithout their written consent is PART 2 PRODUCTS 1. FURNISH AND INSTALL SYSTEM IN ACCORDANCE WITH REFERENCED S 1 1 LINER. DUCT TAPE ON Q PRICE MOD. 520E SUPPLY DOUBLE 20" x 6" M.V.D. 20" x 6" DUCT MTD. STANDARDS, APPLICABLE CODES, MANUFACTURERS RECOMMENDATIONS REGISTER DEFLECTION prohibited and any infringement will be 1. DUCTWORK AND INSULATION AND AS INDICATED ON DRAWINGS. OUTER JACKET (TYPICAL) _ subject to legal action. A. ALL DUCTWORK SHALL BE SHEETMETAL EXCEPT AS NOTED. 2. CONTRACTOR SHALL TEST AND BALANCE MECHANICAL SYSTEM IN 0 TITUS MOD. 50 F TRANSFER EGGCRATE 24" x 24" "" SEE NOTE 5 ACCORDANCE WITH MBC TO ASSURE CONFORMANCE WITH DESIGN. SCHEDULED AIR DEVICE. ACTUAL GRILLE CONSTRUCTION STANDARDS AND RECOMMENDATIONS OF SMACNACEILING TYPE AS AIR DEVICE SCHEDULED MAY S TITUS MOD. 520 TRANSFER DOUBLE O 6" x 6" 6" x 6" SEE NOTE 5 SHALL BE FOLLOWED WITH RESPECT TO CONSTRUCTION, CONTRACTOR SHALL SUBMIT WRITTEN TEST AND BALANCE REPORT TO SPECIFIED BY ARCHITECT VARY FROM AIR DEVICE SHOWN. REGISTER , DEFLECTION Job Number: 1803 INSTALLATION AND SUPPORTING OF ALL DUCTWORK, EXCEPT ENGINEER FOR REVIEW. MINIMUM GAUGE SHALL BE 26 GAUGE. ALL JOINTS LONGITUDINAL - AND TRANSVERSE SEAMS SHALL BE SEALED WITH GASKETS, MASTICS 3. CONTRACTOR SHALL INSTRUCT THE OWNER'S REPRESENTATIVE IN ALL NOTE: SUPPORT FLEX DUCT FROM STRUCTURE. NOTES: Date: 01.31.2018 (ADHESIVES), TAPES, ETC. ALL SEALANT MATERIAL SHALL BE LISTED MATTERS PERTAINING TO THE PROPER MAINTENANCE OF EQUIPMENT DUCT SHALL NOT KINK, SAG OR REST ON LIGHT 1. ALL AIR DEVICES TO HAVE COLOR PER ARCHITECT 4. ALL SQUARE CEILING DIFFUSERS ARE TO BE FULL LOUVERED IN ACCORDANCE WITH UL 181A OR 181B. FURNISHED UNDER THIS CONTRACT. FIXTURES, CEILING SUPPORT TEES OR TILE. 2. PROVIDE ROUND NECK COLLARS FOR CEILING DIFFUSERS FACE (NO BLANK PANEL) B. DIMENSIONS FOR SHEETMETAL WORK ON DRAWINGS ARE INSIDE 4. CONTRACTOR SHALL PROGRAM ALL THERMOSTATS FOR CEILING DIFFUSER DETAIL UNLESS NOTED OTHERWISE. 5. PROVIDE RETURN AIR GRILLES WITH NECK SIZE EQUIVALENT Revisions: CLEAR UNLESS OTHERWISE NOTED. CONTRACTOR SHALL ADJUST OCCUPIED/UNOCCUPIED HOURS OF OPERATION. HOURS OF OPERATION 3. TILE PROVIDE LAY-INA EYME MTD. TYPEPER BORDERFOCEILING WITH ACOUSTICALLINTO RUNOUT SHOWN ON DRAWING. SHEETMETAL SIZES TO ALLOW FOR INTERNAL LINER WHERE AND TEMPERATURE SET POINTS PER OWNERS REQUEST. FAN SHALL RUN SCALE: NONE AND SURFACE FOR GYPBOARD CEILINGS Revisions: SPECIFIED. CONTINUOUSLY DURING OCCUPIED HOURS. - (REFER ARCHITECTURAL DWG'S) Revisions: MECHANICAL SCHEDULES, DETAILS,AND REFERENCE ONLY SPECIFICATIONS NOT APPROVED WITH THIS PERMIT M • O \IIIIIIIII(IIII.1) CONNECT TO EXISTING VENT PIPING ABOVE CEILING - PLUMBING LEGEND FIELD VERIFY EXACT LOCATION 2011 EXISTING SERVICE SINK TO BE REMOVED. CAP O m OXFORD ;._. we-- - _ EXISTING WASTE, WATER, AND VENT PIPING SERVING = [w' i - ..,. -.-.-.. I FIXTURE BACK TO WITHIN 2 FT. OF ACTIVE MAIN. r.: ARCHITECTURE - t t I IiH 11 EXI TING �� - 'S NG 1 �� I x` 1; : 1 . : I �� , i — . 1 �;-1 _ i 71-1 „ 3 _ * v ' I ; ♦ti i 'F _ xe W I� ::, _ ._..._..i /4 ,3 I' SYMBOL DESCRIPTION ;IEI I REST"•C3�vl _s.. I l n ' CEILING) f1:.J1 i =, Il WH--2 ON SHELF ABOVE CEILING 4 - � ,i _ (ABOVENG) ' I, HDW 1Ci9' O I 1 '1111111-1'°\9\-[.,:l7... I - SHOWN HERE FOR CLARITY - =---i� — r .__ I 1205 Paris Avenue Architecture Rk _ COLD WATER ABOVE SLAB '-� I \ I — ___ 10Ikli1 �.......... ....... ...... ....._ / ' --- 31‘41-i:��lt� ___. ._...__ r ' I : •vr canning flIti ill EXISTING COLD WATER ABOVE SLAB ' __ �I~'`' 1' �: 3rl? � )r�Iih00P' 32'li ...cu. Nashville, TN 37212 P 3Ninfh __ — \ in-- \n v "' Interior Architecture Iii 1:1 II II 1 - - HOT WATER ABOVE SLAB I:` O LAV �% it 0 LAV ,^\ ,� 4 I • € : 1; * , I \ F I 7 E ; :€ / \• I WASTE LINE BELOW SLAB OR GRADE I}I \. I ! :11* /'/ •• EXISTING WASTE LINE BELOW SLAB DR GRADE \,,, .'- .., , \ ;= ;r - ii /�� \ \ C`��. �9` 1 - ' / \ <\ _\i err ® ts ��\ ! ' 1•1-314' ; ---V---- VENT UNE ABOVE OR BELOW SLAB - \ \,,j,_) CA COMPRESSED AIR LINE ABOVE SLAB \ 1. \ PIPE TURNED DOWN ,�I ' "" " N 0 PIPE TURNED UP ; /' v •acv \., > \ ,� �� r •1 ♦, i s o BALL VALVE - - \\\ r \. \\ ♦' L .. _ `/ Q\• ♦• / d �I EXl'iRE.�s:613 } 320 / —Fil EXISTING HOSE BIBB `I * ! \\ �'�_ - ii I \\ �,f r ,, O NEW FIXTURES 2 \\ `�\' �., v ,/� v I I CA \ . > y CA CA CA Iii ii; ..„,,, r 11 0 21 WC1, ETC. FIXTURE IDENTIFICATIONS {I .\\ ,'' I STA3 CATION FACILITY ! 0 CA " INSTALLATION FACILITY I CW COLD WATER Is ,�, 102 I ;l \ HW HOT WATER ;�I \ i r------, '^-,,,,„...„ I 0 4„, i :. ...I VTR VENT THRU ROOF 1,1 1 r ' r - O '8 ¢ ~« O - _ FiII, ._,. \\ \ \ ,,� �� if Li . m ��; ff " Gresham Schelton AFF ABOVE FINISHED FLOOR 1I- - -i \ N.\\\,,,r /' `..� / f I CA ; �4" 'f � 4 I ' ii 01O. ; K • =_ , ENGINEERING \\ \\ \ �/' lot. {> ;/ r r' ICO " CA ~ CA CA 1` CA I BFF BELOW FINISHED FLOOR \ / ! 7. HD , 1 t 1163 West Main St. il \ \\ / , 4 /0to —'349,/A / f / o—34„ �/ )' �, f " I Franklin, TN 37064 AFG ABOVE FINISHED GRADE 1 • \ 1.1111 / 6/%'ryi/ ,` ' fr " 'UM. , / . Q ;, t ; Tel: 615.730.9111 1. `ti\ \' ,' ° % ,. fre ,'' �_ `r \ ` . '� 1_, - . e [; til ; Fax: 615.224.3599 � � \z '\ \ /�' ��` �� / ,,. �f t> Al' 1\IOh � �� v /' ® 1� I 1 Project#18-019 !I \Pi oli \l1 \! J / .." ir } IfA/0/Q-, / ft r fi ,rr` i /-0,, t ff f ,1 II ,/,,, , -'r t I 1 GENERAL NOTES \ \ ff _ -�\._ A, < '.\ , / '� c22. f1 r ta.` ! f 2,7, �, 1 10' 11 1 aillliP 1. ALL EXISTING NATURAL GAS, HOT WATER, COLD WATER, WASTE, AND VENT PIPING �>\ �,,` , 'Z ;_ 'r 1 Cr\\ �`.` �/' __ ;f i TO REMAIN. VERIFY EXISTING PIPING IS 1N GOOD CONDITION AND FREE FROM LEAKS. 2 -� Z-'' - /J/// -- _ t ! d % _ .� , _� -, I :, II ; \k.Jr,. V \\\♦ BENCH BENCH \ ! 1a BENCH j BENCH IE !I �'�'rx l� ! i(.7 I I " -,„ s� Y ti� ! I , I I a r 2 ® _____ ! ____.____ _ _ �' �` s I Your Truck,& deep ACCeS5Ut�t Superstore 2. CONTRACTOR SHALL VERIFY EXISTING DEDICATED WATER METER, DOMESTIC �� 4...„../.. t' --- Y[ ,_` -$- yS �( �J ttl p Y __ _______ !_ I \ �� j�\\\\\\ $ i + � Y, 1 J i l y i F � _I,_. _ -.- -..I -.,..--�- tea nsYv F. ..:'.i.::p- .�1�% J_ , ,� \\/l-'--_,rte -.e.111Y _�YIHYIII.._..,1!! ._ _ . IIi.YIR �! BACKFLOW PREVENTER, AND NATURAL GAS METER EXCLUSIVELY SERVING 4 WHEEL ,, ,. ` , � [ V�J I !ii I PARTS LEASE SPACE. __ _t-k :f- 4� .�----- -,:+-' -l/c49�� vl�O f \ '-_ _ ._ __ - - >-_ w I' O /\�\\ /�rl\ \ 11 N I •1: f WH-1 ON SHELF ABOVE IN " L 1 SS 1 CORNER AS HIGH AS POSSIBLE W!�tx��( 1 2 , [„ „9kP n sll � .,31,,...f1l1t••h FMtliltrr„��pltlH1111Y Its ':M. ,,,- rnwl•,.,:,.Hnwt1« 1 �J �i#3 iAiRRin wirei Hµ{ pN, NpuYr3�tii Fi 4'3 ti3bxw S tR �w RR,F t MP»N N ntlHflN:i /1 �I ,4 iiitHH#F31` 1#IHIk iiii iFb11Ni1 •1• $It k , ^ ' � � ♦ s ..,.man y p u « " `' E etilklrll [�,kF I(�E �P' Ifl, 't' :,i. pR RI= [ ibli ttiE Y'i 'tl it xJ{fNN{I Y eM[ tlhl!IIN 111 vl,b,lif lll'YIJ ? SHOWN HERE FOR CLARITY �k 3(N I r -7.-..... € rl , x4 H by»a' PLUMBING DRAWING NOTES � � 111 I"rE€irrrarI;;I �(�, r l , � I _ iilN HI 11H #,l 2 . TIGARD J "'—'--- I1rcRlNrHI I I IN , la I N 1 all 1 1• '4 4 E ........ .. is -munN >; w ,'� fiti,ir H rre� . 'r -.- £ k. 3n 4...'a« " lk s 7111 .. } \- :. II \ , »».rr;�r� ., 31 l a 1: t 1111 til 17, : r" I Tl,N 1 'HPFII..1Nflllk iiASK MilbRkAYfYN] H yya EtF'y H H!N »I ili»tl»!#kH NiililUN 1 _ } p y I VMllhy 3, I . , .J PIFlF MI : ,p � t ?•tF 4 fpp �pA�b 'L.r•\■ ._ i v I N H1H1f R IIIN! 1 31 I-b 1' £: 't '#.. N. ':. 1 ! •. - - !4. kNshk)P1NN333 Hs �r 1"1'= r�' IRJ �Potl I»' " I :rl lit, WIN " , ... ,,. -I.>!,:,, 1 [q WF#Jf/HnIN^ ri<IWlMI ww .,w ..... I k 3 V.T. . \\'111;\:: ' H -- _ ,. '<M i�.N+F - y�#p� ( f h N Irx1 Jk1xN tl!k IH JrS YHHfJ iR+N# x 1N� i O }� e.�._ « ....,.__�;.�_ .._ .. _Ww_.. .1. y w._ «w . _ w_.ww_.__... _ I I� " 3 __ .. __ x . .M n : Ii .., ( Bbl ,Fag'i R k:k,Hw,nk R,H H,x kRJ 'ppm kwt ri RPr irc iNp STOCK ARBA _ ::._- : :. STOCK AREA • (pp �,i��1,g i P#(Fr�H Ni 3NRHIw,PR3tllki bi#RfnR, g{�f ri bkHJ MIR Nx h RI RRru1: 1 •� 3 \ il N P rNgim',rNN 1,1=3,gpxm ii illt3 tmkb��:�rwJui:rai - IHN,b E 1 t* II ' LAV --- . .......... i kr€YW g h1!»=Ram**H NIfNkF'xPRil IJ „I,1r Ii1wvis iiil M 3 l v .ti 111£1 i:1(H,YHeIRINNf1! iM/FHilirl{,JN}J IhlFwlJ#+3W#£il 'iN INNSFJk1 Esau Ff .__.___—___.___._._._. H�'1'M1I MNJINN€! € !I H : '"',+'_'FD-L....,.... i f ifi x11.N,IWN.Ii#RNYr1E.t NiNkNN.NNkkfi ,#bIMJ},ylq#flf+ INIkNJ Itk{HH WNN,4l#HCiSr i . ItIN1FkNIiIYFfH13N P,wtllf#k1NN Mira'R:lWHII NI YJIJNPMi .e1wHRIPNYMJI kilINRnP»H sh Ilbll kHMhrisplYllmR Ihl/tklH£##k #Jri 11,NnH.NRRIxA KNf»,f M III(�� ilNMHIIIIPfferN[i 1 ,! '.. : r - 111,"":1r--4; IIiHtFllNli ilplSN f Nk tY#IrIN iltlPHM#3MHtWH1 Ma, N HNP R whMlAkrIM#li k}lpi,lh[EMxa1NN' € x :: • �,- , "11 r 1111,hb.RNilgilIFfli':IltiHiiiiii ;:tEliai»5 ,,=::rce 1 hirN#xlNl#R£,111 ?"'"NNPkHM:€ I 1 EXISTING PLUMBING FIXTURE TO REMAIN. CONTRACTOR SHALL VERIFY THAT .1 -�rP I,:w=1;;„,i.1 ix£=rag' k�i irRrHNN'R.»bR H P '33==, »,r...1 r 4 33=1=1311 s ;I! -, - rs ;sr„aI;:s� ;1;, ;., >mll„ 1:1333:=3, I RIbJ R,ri.,,:R ,,�Ilwk»1Y, 1»JJI,R:rbrc», biR1k„rN##R1iR,, los I O i W1/1, � �� 11�aq� ,Mdb R »,»JRi �wHNs J}pm xi I I Z " JnJnNk�#ryP Ric iiirlfJlN.Flii1IJ,{�#1RNSxRli3H w'Nnrh#1nNJ4x #ibx p i df ..v w ipeP' ki' R, 1� tNNmi t{Hys wp[piwNVNkIq#ke�R#riik- � 3 *il»1f16f#Jrc#x 3}JifIItlFRlNNIIN ,11#NHhi,.11111P, kijl3 Wjka1I�IRlNJs:#IN:RrS '3,1:r,!!'"%," SMJ,br»#RH'a; efW»k..1Pd?3 y.. N{tixgN'fiRl -wRrc31»»I a,Mxlb[PHRR f ,»{xPiiH,uxeuiP J fNF4 mwHrwhtl3lb EXISTING PLUMBING FIXTURE IS FREE OF AESTHETIC DAMAGE, FULLY FUNCTIONAL, I t P 2141.1FF-a it ...._��,i.. ..� 4,74-41 �.Ry,.,F__S ;I " Ya ; .w W __ ..__ ..w.._ .. __A uw __ ..n-w... .... >:.-.Mti.J.. .-:_.. .. a �� . . . v . PP - , OREGON i.�Fw� AND ACCEPTABLE TO OWNER. IF REPLACED CONNECT PLUMBING FIXTURE TO "'�`'•� i; ill 2" �� 4" WC �j E $� J i EXISTING WASTE, WATER, AND VENT LINES. SEE PLUMBING FIXTURE SCHEDULE ON Xz `-'' "J MGRS OFFICE - �1 4 2" - MOR°S OFFICE • '- I ;H I 1€ WCii SHEET P2.0 FOR PLUMBING FIXTURE SPECIFICATIONS. CONTRACTOR SHALL FIELD c�O ar _ " It _ 0 107 it .t • pr11 ; H.cam.0 bkwl.a#x:; mn:PNPkix' ::i r:";ii' VERIFY EXACT LOCATIONS OF NEW AND EXISTING UTILITY CONNECTIONS. _., --€ ; ;CORRIDOR I ! ppPl•MllH lNhh i ;;;NIPH ,,,NRRuu ,� #.HR tilliPtP/NP 1 y _ nRq �p „ •INRR IIhk iHrIPH. 1» 0: PPpp ��ii..RRP.lir' •3=:=13..31111331=3V33.4,1.P H.- ..FD a V IlHrii{RH»H Pi#.ruti.iJ!♦II.H NxHr.r<wN1µµi ,I :£ _�_�._.__-._.__.__. I rMilltllMp rMIerIMM,Pi tPw3rhi Itiwk.l.IFFIPkt _ - •,!^ - Fkk# fli»riFtli..litl l,1tlNRhltltl##k N'HriM'pnFrr Nl'R t»"'r#rgi NiiliircNxrt� riiliiHl rH rysP„'iP F` liapPP�fi£ RNIPMrg3 �'i�», r r N •! � ""' �MEFliNIk.Y15H I tF i s P - ; {tn 1�'� f gY3 �[ i? . '. I [»{1 13RPI/�a 1 H��. H Fw Hl,s"t ` �kslt py1H fAE 3lMkJt�ll�itRNk 1 p M#�Y\ ,fxlPl#.NiIMHI#I IPJrHr#all HNkHltikkiHf[.. zExklltfMl3ilb fiF 1�rH[»HNii .{q{t(i1,Ip11P1fixiE'1 : - 10 I ,•t.}ft[, ��441IIp H ',:t.�k M P�1 {/NMI llts�'ll 1:11 r,.: .... "' IBM 4111Pr[IN1Ytrl EPkkMstrltkl It5EitTatg: »H[HYHtarp #HH,vailr likin fMSSH1+H#sk3,M01�PFt35l i � al� /1-111 I I .RRir�IPi#Illf 14:'�k ��I>:�H =i Ht .#IWni yy�� N k , � , N�AeI H u.P.11 hs3rlP ,n HINRtiRxrJin�F N y �rPt» »PMMI iH: kl}alyylPHHhRM i vex ii I rf WIM�IIItI .HMtP.x�' 1 Fl NFEx,.. .. t IIUr _ I I, R{1tM D „ /, e I I t•:ttiHH1 P'YE. I A,r �� G#rJl� ti N,i,M11NH `""��`�'''� `[=�'l;u' _ m II a1i"i`+I[bMrrin HaJ#'J`�l'Jr's"uesws�iit`1>i�#iila.",.`an'uu': u'1 Rklr"Ni=" `I;r11�1o.11"rR11fS: y,� 1 r iim J, �' ..-- rt I 1 a. 2 CONNECT NEW LL CW & Y HW BRANCH PIPING TO EXISTING CW & HW SERVICE .J / I 'w..«M....� u w.HxE r_.�._ u _.-....._.-. A.-� «.,i...., '_� O /2 4 ��.�V I!, I 1! _ --. � it I> I PIPING WITNIN WALL THIS AREA (FIELD VERIFY EXACT LOCATION). I I - vrrr: „V. L. \ ; ----- I Illi ! SIGN _. .._.__ 1 r; 1 3 CW & HW CONNECTIONS AT WATER HEATER ON SHELF (PLUMBING rs " / `�` SUBCONTRACTOR IS RESPONSIBLE FOR HOT WATER HEATER SHELF - FURNISHED ie I -ll 4 I - wl A ING AREA �Tf WAITING !I i AND INSTALLED.) aIIT' I I 1j I Al— 1 WAITING' �� AREA is I ;� It r 111 110 L.,._.__,_..._....I I: „ M n rr I r : I . I I I ;. r r� 1 4 Y2 CW & HW BRANCHES DOWN IN WALL. I `.,/� f-H c')- ?� : :.;v I _, EJ o, i ?�- . Jn�� I 1 1 �_l I \`�. ? .LL,Nncc 1 ?:„J,N ncc I >s !\11";0',-) = 1 I.,, I 1! 01i • Oy ____ __ ______--_---_ , III i L. L I 1 O CONNECT NEW 1” CW TO EXISTING 1) " CW SERVICE PIPING ABOVE CEILING THIS ;I 1 I,_,_„_ 5- - I AREA - CONTRACTOR SHALL FIELD VERIFY EXACT SIZE AND LOCATION OF EXISTING -. �I \ _- _ _ ___. I SHOWROOM 1 m il SHOWROOM I CW SERVICE PIPING PRIOR TO CONSTRUCTION. 11 • 71-------- NI ! I i - I I pi_r ' _.._.3 rI I1 I - - y 101 R 1 i-_,-,--i I I '_ ? All measurements and items portrayed 6 CONNECT NEW WASTE PIPING BELOW FLOOR TO EXISTING 4" WASTE SERVICE 2 ._.._.__. ': ---, ,? ;i ;; - ;�- Fps ; ----;-- O I S I I • _ f - i f I -3 BELOW FLOOR THIS AREA. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, I ; I 1 I. I rt t = I 1 J I 1 11 I on this sheet are deemed to be 11 I t1 g I I 1 i I ! I - LOCATION, AND FLOW DIRECTION OF EXISTING WASTE SERVICE PRIOR TO - j • r E 1 , iy� I •, EEI by CONSTRUCTION. l _- - - i I ___ f 11 biddl Contractors should fieldaverif accurate architect, y • „ „ - �l ! I '; ` loi = I ; H 1 the actual conditions. Any changes to 7O R• EFER TO AIR COMPRESSOR INSTALLATION DETAIL", LOCATED ON SHEET P2.0, Ft 1 ` 'i F I r ; r€ : . the scope of work, and thus potential FOR WORK THIS AREA. --� - I ; change orders, should be identified and 1 h communicated in your bid submittal to 8 "• COMPRESSED AIR PIPE UP FROM CHAMPION MODEL CRH-50 REFRIDGERATED 'I ;l O I i�,", I E the General Contractor. DRYER (PROVIDED BY OWNER AND INSTALLED BY PLUMBING CONTRACTOR}. ROUTE I 2 ' II �! I t € 'I COMPRESSED AIR PIPING TIGHT TO EXTERIOR WALL AND EXTEND UP TO BOTTOM I r-._..._ _... ,,.,,......._..._.,..1 - T T , OF ROOF STRUCTURE. i 1.-.-_.-. = s �................. .......................:.....__,..._-.__.. i , I , I_.._ �J -_ ._ _-__ -,1 _ _ _.L. -' ._._ -- 7 _I ! .,1 13 iitli ICIxW _ _ ___.__._ �, • --_ _......, IL. �: I 1, k �...... .......__._-._..-..._.-.-._...--- - -__ --�__-,_ . : � ;r >: --- .. drawing anddesign shownis This rthe l €1 �' µµ' 3e it '' O %" COMPRESSED AIR LOOP SYSTEM. COMPRESSED AIR PIPING SHALL BE ROUTED \ ;, 1 the property of the architect. The TIGHT TO BOTTOM OF ROOF JOISTS. ALL COMPRESSED AIR BRANCHES SHALL ` , I --,,...ii I �` ~ reproduction, copying or use of this CONNECT INTO THE TOP OF THE COMPRESSED AIR LOOP PIPING IN AI l drawing without their written consent is "SHEPHERDS HOOK". REFER TO "COMPRESSED AIR PIPING DROP DETAIL", LOCATED : _ I prohibited and any infringement will be ON SHEET P2.0 FOR MORE INFORMATION. - I IL . _• .... ...... ...... ... ..... • ... • 46_ subject to legal action. 10 " COMPRESSED AIR LOOP DRAIN LEG. _ _ _ — — — ' — ' __ -- — . — . — — -- . — ' — — — — ' — — — . — ' — -- — 11 COMPRESSED AIR PIPE DROP DOWN AT LOCATION SHOWN. TEMINATE AT 48" -- — -- ; ,. .___,___,__„ -_ .,_,,,__-_,-- — __._....__,-_, _,,__,,_�, ............................. . �__._ 0 -' __ ___ - - ..._._-...-__= Job Number: 1803 A.F.F. AND COORDINATE WITH GC FOR OWNER FURNISHED EQUIPMENT PIPING CONNECTION REQUIREMENTS. 12 " COMPRESSED AIR PIPE DROP DOWN AT LOCATION SHOWN. REFER TO Date: 01.31.201$ "COMPRESSED AIR PIPING DROP DETAIL", LOCATED ON SHEET P2.0 FOR MORE PLUMBING FLOOR PLAN: WATER PLUMBING FLOOR PLAN: WASTE / VENT / COMPRESSED AIR INFORMATION. Revisions: SCALE: 1/8" = 11-O" CD SCALE: 1/8" = V-0" / CI )14" COMPRESSED AIR PIPE DROP DOWN AT LOCATION SHOWN. FURNISH AND INSTALL ISOLATION SHUT OFF VALVE AND CAP 3" BRANCH PIPE AT 12" BELOW Revisions: COMPRESSED AIR LOOP FOR FUTURE HOIST CONNECTION. REFERENCE ONLY Revisions: NOT APPROVED WITH THIS PERMIT PLUMBING FLOOR PLANS Sheet Number: P 1 . 0 COLD WATER y" PLUMBING FIXTURE SCHEDULErirliii) �— 2 EXTEND AS REQUIRED TO MAINTAIN A PROVIDE SOLENOID SHUT-OFF- — 0-14-0t MINIMUM OF 20'-O" OF PIPING BETWEEN OXFORD VALVE AT INCOMING COLD COMPRESSORS AND REFRIGERATED AIR DRYER UTILITIES ARCHITECTURE AdMil. i WATER LINE INTERLOCKED WITH WATER FLOAT VALVE IN DRAIN PAN . I CACA MARK DESCRIPTION CW HW DR VENT �� I U V 1" 1205 Paris Avenue Architecture EXPANSION TANK WC WATER CLOSET (ACCESSIBLE, FLOOR MOUNTED, PRESSURE ASSISTED FLUSH TANK): X " VACUUM RELIEF VALVE AMERICAN STANDARD 2467.100, CADET, 12" ROUGH—IN, WATERSENSE 1.28 GPF, Y2" 4" 2" Suite 205 Planning PRESSURE ASSISTED SIPHON JET ACTION, LOW CONSUMPTION, VITREOUS CHINA, 17" Nashville, TN 37212 Interior Architecture - 4 , T AND P o HIGH, ELONGATED BOWL FLUSH TANK WATER CLOSET WITH LEFT HAND TRIP LEVER. — — RELIEF ROUTE COMPRESSED PROVIDE A MCGUIRE 2166-CC SUPPLY WITH STOPS AND A OLSONITE 10-CC/SS SS AIR PIPING TIGHT TO / 0 VALVE 1-1-1-1 EXTERIOR WALL WHITE OPEN FRONT SEAT. FOR RIGHT HAND TRIP LEVER PROVIDE WITH ALTERNATE WALL r TANK CONFIGURATION MODEL 4142.901. CONTRACTOR SHALL BE RESPONSIBLE FOR WATER HEATER COORDINATING CORRECT TANK SELECTION WITH LATEST ARCHITECTURAL DRAWINGS 0 P- �, ,° NOTE: EQUIPMENT PROVIDED BY OWNER TO ACCOMODATE ADA ACCESSIBILITY PRIOR TO ORDERING. A iI i DRAIN PAN CONTRACTOR TO PROVIDE FLOAT 126 AND INSTALLED BY THIS CONTRACTOR. -qt?" rF SWITCH IN DRAIN PAN TO CLOSE 6 COORDINATE LOCATION AND METHOD OF 6 LAV LAVATORY (ACCESSIBLE, WALL HUNG, SINGLE LEVER, GRID DRAIN): v �� /2" /Z" ly" 1Y" '.2 62PE lem DIM SOLENOID VALVE AT INCOMING CW " INSTALLATION WITH OWNER AND GC. AMERICAN STANDARD 0355.012, VITREOUS CHINA LAVATORY WITH AN WHEN WATER IS PRESENT IN PAN 1 AMERICAN STANDARD 7385.004V15 FAUCET WITH VANDAL RESISTANT 1.5 GPM OREGON i FULL SIZE DISCHARGE DRAIN 1" AERATOR AND POLISHED CHROME FINISH, AMERICAN STANDARD 7723.018 OFFSET zis-ie SHELF & SUPPORT Ma LINES SHALL TERMINATE AT BYPASS GRID DRAIN, MCGUIRE PW 2125 P—TRAP AND(2) MCGUIRE 2165—CC SUPPLIES '� .5. PROVIDED UNDER ,� HUB DRAIN VALVE WITH STOPS. PROVIDE A JOSAM FIG. NO. 17100-67 CARRIER AND A TRUEBRO 14!SC 1 SEPARATE DIVISION HUB DRAIN 1" -- INC., HANDL—LAV—GUARD INSULATION KIT MODEL 102W WITH ACCESSORY 105W. EXPIRES: 2020 ABV. CEILING -- I _ I ____ MOUNT FIXTURE WITH FLOOD RIM 34" AFF. 1" =- I 1" — I___ " 4:0: " SS SERVICE SINK : Y2" Y" 1Y2" 1Y" 4 BALL VALVE (TYPICAL) — c�.� — MUSTEE UTILATUB SERIES MODEL 12 FREESTANDING SINGLE BASIN WITH A DELTA CEILING P-TRAP UNION (TYPICAL) —— — - 3f i MODEL 28T9 WALL MOUNTED FAUCET. EBC MODEL TA150 P—TRAP AND (2) LA-10 SUPPLIES WITH STOPS. REFRIGERATED FD FLOOR DRAIN (3" DIA. OUTLET): " • " 1 G __,-H � I AIR DRYER -- DRAIN TO BUILDING EXTERIOR ROUND TOP, JR. SMITH ODEL 2005—B—PB WITH CAST IRON BODY AND FLASHING X X 31Y2 ' PROVIDED BY i1" 1" COLAR, POLISHED BRONZE STRAINER, P—TRAP, AND GREEN—SEAL (OR EQUAL) TRAP OWNER SEAL DEVICE. __ Gresham Schelton AIR AIR ENGINEERIN G COMPRESSOR r COMPRESSOR WH-1 WATER HEATER (ELECTRIC, 10 GALLON, 2.0 KW): �IIl RHEEM MODEL PROE10-1-RH-POU HAVING INPUT OF 2.0 KW, 120-1-60. A " " X X 1163 West Main St. - PROVIDED - PROVIDED RECOVERY RATE OF 9.5 GPH AT A 90 DEGREE TEMPERATURE RISE AND 10 Franklin, TN 37064 BY OWNER BY OWNER GALLON STORAGE CAPACITY. PROVIDE AMTROL EXPANSION TANK MODEL ST-5 Tel: 615.730.9111 CHECK VALVE PRE-PRESSURED TO 50 PSIG. FINISHED FINISHED � / Fax: 615.224.3599 FLOOR FLOOR )- --c_ (TYPICAL) y / " "L INLINC AIR FILTER WH-2 WATER HEATER (ELECTRIC, 6 GALLON, 2.0 KW): Project #1$-019 L (TYPICAL) RHEEM MODEL ROE6-1-RH-POU HAVING INPUT OF 2.0 KW, 120-1-60. A x X RECOVERY RATE OF 9.5 GPH AT A 90 DEGREE TEMPERATURE RISE AND 6 GALLON STORAGE CAPACITY. PROVIDE AMTROL EXPANSION TANK MODEL ST-5 SECTION THRU WATER HEATER AIR COMPRESSOR PRE-PRESSURED TO 50 PSIG. dill.. ON SHELF ABOVE CEILING INSTALLATION DETAIL WHA WATER HAMMER ARRESTER: X X X X JOSAM FIG. NO. 75001 THROUGH 75006, SIZE AS RECOMMENDED BY SCALE: NONE SCALE: NONE MANUFACTURER. Your Truck&Jeep Accessory Superstore EWC ELECTRIC WATER COOLER (ACCESSIBLE, DUAL-HEIGHT): Y2" X 174" 1Y4" OASIS MODEL P8ACSL WITH TOUCH PAD CONTROLS AND WALL MOUNTING BRACKET. 8 GPH, 115/1/60. MOUNT HIGH UNIT AT 42" MAXIMUM FROM FLOOR TO SPOUT OUTLET AND LOW UNIT AT 36" MAXIMUM FROM FLOOR TO SPOUT OUTLET. PROVIDE MCGUIRE 8872 P-TRAP AND MCGUIRE 165-CC SUPPLY WITH STOP. COORDINATE TIGARD " U-` WITH ELECTRICAL CONTRACTOR TO LOCATE RECEPTACLE BEHIND WATER COOLER COLD WATER r CABINET. 9 PROVIDE SOLENOID SHUT—OFF--�1'4� HD HUB DRAIN (2"): X X 2" 172" OREGON VALVE AT INCOMING COLDi 4" X 2" REDUCER STUBBED UP MIN. 3" ABOVE FINISHED FLOOR WITH GREEN—SEAL WATER LINE INTERLOCKED WITH4 I,1 HOT WATER HANGER SPACING SCHEDULE (OR EQUAL) TRAP SEAL DEVICE. - COORDINATE EXACT LOCATION WITH EQUIPMENT FLOAT VALVE IN DRAIN PAN � SUPPLIER. I EXPANSION TANK COPPER PIPE VACUUM RELIEF VALVE4 NOMINAL PIPE SIZE (IN.) Y2 " Y" 1" 174" 1Y2" 2" 21i" T AND P MAXIMUM DISTANCE RELIEFBETWEEN HANGERS (FT.) 5' 6' 7' 8' 9' 10' WATER HEATER 111 111 • VALVE WALL HANGER ROD SIZE Y" Y" " %" Y" DRAIN PAN STEEL PIPE LIP SIZEPIPE (IN.) X2 ",Y4", " 1Y2" 2" 2Y" 3" 4" , MIN. / -- --- \ 1 MAXIMUM DISTANCE 7' 9' 10' i 1' 12' 14" 1! 1" COMPRESSED SHELF & SUPPORT CONTRACTOR TO PROVIDE FLOAT BETWEEN HANGERS 4 AIR LOOP ROUTED PROVIDED UNDER SWITCH 1N DRAIN PAN TO CLOSE "SHEPHERDS HOOK" HIGH IN STRUCTURE All measurements and items portrayed SEPARATE DIVISION SOLENOID VALVE AT INCOMING CW HANGER ROD SIZE Y" )i" %" 3c" 72" %" COMPRESSED AIR CONNECTION NOTES: TEE on this sheet are deemed to be WHEN WATER IS PRESENT IN PAN FITTING accurate by architect, however all PEX PIPING 1. COMPRESSED AIR TO BENCH STATIONS , bidding Contractors should field verify A. COMPRESSED AIR BRANCHES SHALL BE FITTED • the actual conditions. Anychanges to NOMINAL (IN. )" " 1" lY2" 2" 2Y2" 3" 4" WITH A " BALL VALVE FOLLOWED BY A TEE the scope of work, and thus potential PIPE SIZE , FITTING (AT APPROXIMATELY 48. A.F.F.). THIS LINE p SHOULD EXTEND DOWN TO 18" A.F.F. WITH change orders, should be identified and MAXIMUM DISTANCE 32" 32" 32" 32" 32" 32" ANOTHER Y" BALL VALVE TERMINATING THE LINE. Y4" COMPRESSED AIR communicated in your bid submittal to BETWEEN HANGERS THE OPEN PORT OF THE TEE FITTING SHALL BE DROP TO EQUIPMENT the General Contractor. co HANGER ROD SIZE y" " " YZ" Y" " FITTED WITH A Y4" TO Y" NPT ADAPTER FOLLOWED ;r, BY AN SPEEDAIR MODEL 4ZL37I OR EQUAL INLINE AIR FILTER. TERMINATE LINE WITH A Y" NPT This drawing and the design shown is ( MILTON TYPE M FEMALE DISCONNECT. the property of the architect. The 2. COMPRESSED AIR TO LIFT STATIONS: reproduction, copying or use of this //NE— FULL SIZE DISCHARGE DRAIN 2"x2"x174" GALV. ANGLE A. COMPRESSED AIR BRANCHES SHALL BE FITTED drawing without their written consent is LINES SHALL TERMINATE AT AS REQUIRED TO SPAN WITH A Y" BALL VALVE FOLLOWED BY A SPEEDAIR prohibited and any infringement will be 1" ABOVE FLOOD RIM OF 11 of`. BAR JOISTS -- BEAM MODEL 4ZL37 OR EQUAL INLINE AIR FILTER. Y" subject to legal action. SERVIGE SERVICE SINK BASIN U ACCEPT. AS ALTERNATE TERMINATE LINE WITH A Y4" NPT TYPE M FEMALE SINK _ ALL-THREAD DISCONNECT. MOUNT AIR UNE WITH STANDOFFgil I .: ' SOLID POST. COORDINATE WITH OWNER FOR BALL VALVE �, � SPEEDAIRE MODEL T ROD (Y" MIN.) :. TERMINATION HEIGHT AT HOSE REEL. 1�/r 4ZL37 OR EQUAL FINISHED DRAIN (HOSE REEL BY OTHERS) AIR LINE FILTER Job Number: 1803 FLOOR ADJUSTABLE CLEVIS HANGER 3. ALL PIPING, FITTINGS, VALVES, AND APPURTENANCES TEE FITTING -- - (SEE SPACING SCHED.) ARE TO BE SUPPLIED BY THIS CONTRACTOR. ALL Date: 01.31.2018 : 22 Ga. INSULATION SUPPORT COMPRESSORS, AIR DRIERS, AND FILTERS ARE NOTE: PLUMBING SUBCONTRACTOR IS RESPONSIBLE FOR SHIELD BETWEEN HANGER AND .:,•.,..::.:.,..1..,:•>� PROVIDED BY THE OWNER AND INSTALLED BY THIS Y4" BALL VALVE—.-- Revisions: HOT WATER HEATER SHELF - FURNISHED AND INSTALLED INSUL - MIN. 12" LONG .....-.4-1„._:. PIPING - SEE SCHED. CONTRACTOR. FOR MATERIALSI -) DRAIN PORT :t <»: - INSULATION (IF REQ'D) Revisions: SECTION THRU SERVICE BASIN REFER SCHEDULE COMPRESSED AIR Revisions: AND WATER HEATER ON SHELF INTERIOR PIPE HANGER DETAIL PIPING DROP DETAIL PLUMBING SCHEDULES AND DETAILS REFERENCE ONLY SCALE: NONE SCALE: _ NONE SCALE: NONE NOT APPROVED WITH THIS PERMIT Sheet Number: P2 . 0 � l PLUMBING SPECIFICATIONS , %Iiris) PART 1 GENERAL K. DRAIN, HYDRANTS, CARRIERS AND SHOCK ABSORBERS: JOSAM J. R. MI SMITH, ZURN, WADE, OR WATTS. 12" MIN. OR FULL HEIGHT FLASHING & COUNTERFLASHING 1. COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL, OF ADJACENT PARAPET STATE AND LOCAL CODES AND ORDINANCES, INCLUDING BUT NOT LIMITED L. ELECTRIC WATER HEATER PANS: SHAMROCK OR TREND MFG. OF (WITHIN 10') OF VENT THRU ROOF AS BY OXFORD TO THE LATEST APPROVED EDITIONS OF THE FOLLOWING: AMERICA. ROOFING CONTRACTOR. PLUMBING ARCHITECTURE CONTRACTOR TO COORDINATE STATE BUILDING CODE, INTERNATIONAL BUILDING CODE, INTERNATIONAL 15. FIXTURES \ INSTALLATION. PLUMBING CODE, INTERNATIONAL ENERGY CONSERVATION CODE -- i NEPA-90A, NFPA-101. A. REFER PLUMBING FIXTURE SCHEDULE. L., ROOF INSULATION 1205 Paris Avenue Architecture ROOF DECK „� Suite 205 Planning 2. OBTAIN AND PAY FOR ALL REQUIRED PERMITS, INSPECTION FEES, PART 3 EXECUTION .... ... ....._.._...... .... ......___............ I Nashville, TN 37212 Interior Architecture TAPPING FEES, CONNECTION CHARGES, AND UTILITY COMPANY SERVICE .-c A ANCHOR PIPE TO ROOF DECK CHARGES. 1. EXCAVATION, BACKFILLING AND TRENCH WORK SHALL BE DONE IN CORE DRILL ROOF OR PROVIDE iWITH U-BOLT AROUND PIPE ACCORDANCE WITH O.S.H.A. AND EXISTING SAFETY STANDARDS. /-REDUCER SLEEVE IF REQ'D. BY TYPE OF AND ANGLE IRON WELDED OR 3. INSTALLATION SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER. ROOF DECK. FIRE STOP BETWEEN A. PROVIDE SHORING AND CLEANING NECESSARY TO KEEP TRENCHES IN SCREWED TO ROOF DECK OR PART 2 PRODUCTS WORKING CONDITIONS, INCLUDING PUMPING OUT WATER. ` PIPE & SLEEVE I JOIST. MIN. 12" BELOW ROOF ��t P 1. ALL PIPING AND FITTINGS FOR THE DOMESTIC WATER SYSTEM SHALL BE B. IN MOSTLY ROCK MATERIAL, TRENCHES SHALL BE EXCAVATED TO AT •�.•:•�mil2: ....:••tztv,4-• PROVIDE PIPE INCREASER IF •* P.I.M. •�•�:.••�••: •��•�••.:• = NO-HUB PIPE CONNECTORS '"`r" CERTIFIED BY THE UNDERWRITERS LABORATORY TO MEET THE ANSI NSF, 6" ••.``••--• 4.92•''• '•5•'• OR WHERE THE PLUMBING E LEAST BELOW THE ELEVATION OF THE BOTTOM OF THE PIPES. --- •11- CODE REQUIRES A MINIMUM ON CAST IRON PIPE OR BELL 61 SECTION 9 STANDARD. AFTER EXCAVATION, TRENCH SHALL THEN BE FILLED TO THE PROPER -I I I-I I WASTE PIPE AND SPIGOT IF PVC. @ ELEVATION WITH CRUSHED LIMESTONE. GRAVEL SHALL BE SCOOPED 1 Il I I I=I I VENT THRU ROOF 2. ALL PIPING INSIDE THE BUILDING AND BELOW SLAB TO 5'-O" OUTSIDE OUT UNDER PIPE BELLS SO THE PIPE RESTS FIRMLY ON THE TRENCH 1III1 I1 2/ I/ THE BUILDING SHALL BE ASTMF876 APPROVED CROSSLINKED BOTTOM. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MIN. THREE FEET 4.4_ , POLYETHYLENE (PEX) TUBING, WATTS, ZURNER, OR NIBCO. FITTINGS LFROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY SHALL BE BARBED CRIMP PIPING OR QUICK CONNECT FITTINGS, WATTS, C. IN MOSTLY EARTH OR SAND MATERIAL, THE LAST 6" OF EXCAVATION WASTE PIPE BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. EXPIRES:6/30/2020 ZURNER, OR NIBCO. EXPOSED PIPING INSIDE SHALL BE 10' OR 20' SHALL BE DONE BY HAND. TRENCH BOTTOM SHALL BE SCOOPED OUT - 'P' TRAP LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. STICKS. ROLLS MAY BE USED IN WALLS NOT EXPOSED AND UNDERSLAB. AT PIPE BELLS SO THE PIPE RESTS FIRMLY ON THE TRENCH BOTTOM. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. OR D. BACKFILLING AND TAMPING SHALL BE CAREFULLY DONE ------- SIMULTANEOUSLY ALONG BOTH SIDES OF THE PIPE USING ROCK FREE ALL DOMESTIC WATER PIPING INSIDE THE BUILDING ABOVE SLAB SHALL EARTH, CRUSHED STONE OR SAND UNTIL THE PIPE IS COVERED TO A VENT THRU ROOF - VTR BE TYPE "L" HARD COPPER. DOMESTIC WATER PIPING BELOW SLAB AND DEPTH OF AT LEAST 12". THE REST OF THE FILL UP TO THE TOPSOIL HUB DRAIN SCHEMATIC1 iiS - II TO 5'-O" OUTSIDE SHALL BE TYPE "K" SOFT SEAMLESS. NO JOINTS LAYER MAY BE GRAVEL OR ROCK FREE EARTH. ACCEPTABLE SOIL SCALE: NONE SHALL BE ALLOWED BELOW SLAB. COPPER PIPE FITTINGS SHALL BE MATERIALS FOR BACKFILL AND FILL SHALL BE FREE OF CLAY, ROCK SCALE: NONE _i_-_i SWEATED JOINT WROUGHT COPPER SWEEP PATTERN FITTINGS, SOLDERED OR GRAVEL LARGER THAN 2" IN ANY DIMENSION, DEBRIS: WASTE, USING 95-5 LEAD-FREE SOLDER. FROZEN MATERIALS AND OTHER DELETERIOUS MATTER HAVING A PLASTICITY INDEX LESS THAN 30. BACKFILL SHALL BE DONE IN Gresham Sc Kelton 3. ALL SANITARY WASTE AND VENT PIPING INSIDE AND UNDERSLAB TO LAYERS OF NOT MORE THAN 8" AND EACH LAYER SHALL BE ENGINEERING 5'-O" OUTSIDE THE BUILDING SHALL BE SCHEDULE 40 PVC, DWV OR COMPACTED. THE LAST 12" OF BACKFILL SHALL BE ROCK FREE 1163 West Main St. SERVICE WEIGHT CAST IRON WITH DRAINAGE FITTINGS. TOPSOIL. TN 37064 POLISHED NICKLE-BRONZE RECESSED CLEAN-OUT FLUSH Franklin, 4. JOINT FOR PVC SANITARY WASTE AND VENT PIPING SHALL BE SOLVENT E. SURFACE SHALL BE RESTORED TO ITS ORIGINAL CONDITION. TOP (INTERIOR ONLY) WITH GRADE FINISHED FLOOR Tel: 615.730.9111 WELD TYPE INSIDE AND UNDERSLAB TO 5'-O" OUTSIDE THE BUILDING. PROVIDE GALVANIZED STEEL SHEILD FOR ALL / Fax: 615.224.3599 JOINTS FOR CAST IRON PIPE SHALL BE NO-HUB TYPE ABOVE, SLAB ON 2. EXPOSED HOT AND COLD WATER TRIM IN FINISHED AREAS SHALL BE INSULATED PIPE. VERIFY INSULATION THICKNESS 18"X18"X6" REINF. Project #18-019 GRADE AS MANUFACTURED BY CLAMP-ALL OR ANACO HUSKY. CAST IRON CHROME FINISHED. WHEN SIZING HANGERS AND SHIELDS. CONCRETE PAD 1/GRADE/FINISHED FLOOR SOIL PIPING INSTITUTE NO-HUB, DOUBLE BAND CONNECTORS SHALL NOT (EXTERIOR ONLY) - __ a -.._ BE ALLOWED. JOINTS FOR CAST IRON PIPE BELOW SLAB OR GRADE 3. ALL HORIZONTAL AND VERTICAL PIPING SHALL BE SUPPORTED IN 3 _._--_._ __.-__._..-.__. _---._._-.__ _ _ _ .-__.-_-.- =_,__.I SHALL BE NEOPRENE PUSH-ON TYPE. ACCORDANCE WITH APPLICABLE STATE AND LOCAL CODE /7 / : , ' j % dillilli RECOMMENDATIONS. SUPPORTS SHALL SECURELY HOLD PIPING, PREVENT /1 'l . 7 ` ,� /� I f== 8 •�• , " a •8� 8= -I =j 5. HANGERS: PIPE SIZES 1/2" TO 1-1/2": ADJUSTABLE WROUGHT STEEL r ' ' 11' I I III ' a $ : I IVIBRATION COMPENSATE FOR ALL STATIC AND OPERATIONAL CONDITIONS _ OF THE VARIOUS SYSTEMS AND SHALL NOT BE SUBJECT TO ti; / -'•I-''+''?.''1' �''�''"`'•'�'`��' M .:.r...r.�r.. r r 11E1 HE LOOP (COPPER, ELECTROPLATE IF APPLICABLE). , /� '/l II I I • • •'••'•''•'` -I I I`I ELECTROLYTIC ACTION. THIS SHALL BE ACCOMPLISHED BY USING THE = `'� 3 =II 1=111E111 %4111E111=1 I1= 6. HANGERS: PIPE SIZES 2" AND UP: ADJUSTABLE WROUGHT STEEL CLEVIS SUMMER SYSTEM, THE POSIFIX, STAKFIX, PIPEFIX OR CHANNEL. ONE-PIECE PREMOULDED 1 EI I IEI I 1E111E-I- Your Truck&Jeep Accessory Superstore (COPPER, ELECTROPLATE IF APPLICABLE). PVC FITTING COVERS. SEE I I I - JI Ell NO HUB PIPE 4. SHOCK ABSORBERS SHALL BE INSTALLED ON ALL HOT AND COLD WATER PLUMBING SPECIFICATIONS 7. MULTIPLE OR TRAPEZE HANGERS: STEEL CHANNELS WITH WELDED BRANCH LINES CONTAINING SINGLE LEVER FAUCETS, FLUSH VALVES OR PROVIDE A 1'-0" LENGTH USE LONG SWEEP ELL & 45' AS REQUIRED SPACERS AND HANGER RODS. QUICK CLOSING VALVES SUCH AS DISHWASHERS, CLOTHES WASHERS, COVER VALVE BODIES WITH OF NOCOMPRES516LE WHEN C.O. OCCURS AT END AND OTHER EQUIPMENT, BETWEEN THE LAST TWO FIXTURES. SHOCK INSULATION BUT NOT UNIONS INSULATION AT ALL PIPE OF LINE 8. PROVIDE STEEL HANGER RODS, THREADED BOTH ENDS, THREADED ONE ABSORBERS SHALL BE MOUNTEDIN THEIR VERTICAL POSITION. TAPE ALL JOINTS OF HANGERS FOR PIPES 2Y" END, OR CONTINUOUS THREADED AS REQUIRED. FIBERGLASS INSULATION AND LARGER TIGARD 5. SANITARY WASTE AND VENT PIPING SHALL BE UNIFORMLY GRADED TO ELEVATIONS SHOWN. IF NO ELEVATIONS ARE GIVEN, SEWERS SHALL BE PROVIDE ELASTOMERIC OR FIBERGLASS PIPE--\ 9. INSULATE DOMESTIC HOT AND COLD WATER PIPING WITH FIBERGLASS PITCHED NOT LESS THAN 1/4" PER FOOT FOR ALL PIPING 3" IN INSULATION ON DOMESTIC COLD & HOT �- OGON INSULATION WITH MOLDED FIBERGLASS PIPE COVERING AND CONTINUOUSDIAMETER AND SMALLER AND 1/8" PER FOOT FOR PIPE LARGER THAN WATER PIPES 1N WALLS & CHASES. SEAL L,_ VAPOR BARRIER AS MANUFACTURED BY MANVILLE CORPORATION, 3" IN DIAMETER. ALL JOINTS WITH ADHESIVE. PER SPECS. OWENS-CORNING, KNAUF, OR CERTAINTEED. OR 6. REFER PIPE HANGER DETAIL FOR HANGER ROD SIZE AND SPACING. + + FLOW vi - I . S -.II INSULATE (PEX) PIPING WITH SELF SEALING ELASTOMERIC RUBBER 7. HANGERS FOR PIPING GREATER THAN 1" SHALL PASS OVER THE INSULATION. SEAL ENDS WITH CONTACT ADHESIVE AND TAPE PER INSULATION. PROVIDE SADDLES FOR INSULATED PIPING. PIPE INSULATION - BAR JOIST CLEAN-OUT DETAIL MANUFACTURER'S RECOMMENDATIONS. 8. HANGERS SHALL BE ATTACHED TO STRUCTURAL STEEL WORK BY SCALE: NONE SCALE: NONE 10. INSULATE ALL DOMESTIC HOT WATER PIPING ABOVE SLAB WITH 1" THICK CLAMPING OR OTHER APPROVED METHODS, EXCEPT THAT STRUCTURAL - INSULATION. INSULATE ALL DOMESTIC COLD WATER PIPING ABOVE SLAB WORK SHALL NOT BE DRILLED AND PUNCHED. WITH 1/2" THICK INSULATION. 9. INSULATION SHALL BE APPLIED WITH JOINTS TIGHTLY BUTTED. OPEN 11. INSULATE ALL DOMESTIC WATER PIPING BELOW SLAB AND TO 5'-O" CRACKS, VOIDS AND DEPRESSIONS SHALL BE FILLED WITH HYDRAULIC SETTING CEMENT AND LAPPING MATCHING THE FINISH SHALL BE PASTED OUTSIDE THE BUILDING WITH 1/2" ARMAFLEX. NEATLY OVER JOINTS. HOT OR COLD WATER 12. PIPE INSULATION AND COVERINGS SHALL HAVE A RATING OF NO 10. FITTINGS AND VALVES SHALL BE INSULATED WITH THE SAME TYPE - SUPPLY GREATER THAN 25 FLAME SPREAD, NO HIGHER THAN 50 SMOKE INSULATION AS THE PIPING OR WITH HYDRAULIC SETTING CEMENT, BUILT PIPE HUB7 ul DEVELOPED, AND NO MORE THAN 50 FUEL CONTRIBUTED. UP TO THE SAME THICKNESS AS LINES. COVER SHALL BE SAME AS n INSTALL PER PDI STANDARDS IF HORIZONTAL BRANCH IS LESS THAN 20' All measurements and items portrayed ADJACENT PIPING OR PVC PREFORMED JACKET. CLEANOUT PLUG ii 1W & MANUFACTURER'S LONG, PROVIDE ONE WHA AT END OF LINE. on this sheet are deemed to be 13. CONCRETE ANCHORS (WEDGE ANCHORS) SHALL BE ZINC-PLATED WITH LEAD SEAL INSTRUCTIONS. PROVIDE A accurate by architect, however all CARBON STEEL WEDGE ANCHORS AVAILABLE IN ANCHOR/DRILL SIZES 11. SEAL ALL PENETRATIONS OF RATED PARTITIONS WITH U.L. RATED FIRE I IF BRANCH IS GREATER THAN 1/4" TO 3/4" AND LENGTHS OF 1-3/4" THROUGH 12", MEETING U.S. BARRIER MATERIAL. WALL ACCESS WHA AT ALL QUICK CLOSING 20' LONG, PROVIDE ANOTHER bidding Contractors should field verify GOVERNMENT G.S.A. SPECIFICATIONS FF-S-325 GROUP II, TYPE 4, COVER AND FRAME li � VALVES. WHA IN MIDDLE, EACH SIZED the actual conditions. Any changes to CLASS I, FOR FASTENING PLUMBING SYSTEMS TO CONCRETE AND PIPE 12. AIR ADMITTANCE VALVES SHALL NOT BE ALLOWED ON SANITARY WASTESPIGOT AIR CHAMBER FOR HALF THE FIXTURE UNITS, the scope of work, and thus potential HANGING. ITW RAMSET/RED HEAD BRAND OR APPROVED EQUAL. AND VENT SYSTEMS. TYPICALchange orders, should be identified and WALL I.-- n n- 30" OR AS NOTED 0 0 I communicated in your bid submittal to 14. ACCEPTABLE FIXTURE MANUFACTURERS 13. THE SYSTEM TESTS DESCRIBED HEREIN ARE MINIMUM REQUIREMENTS. - the General Contractor. HOWEVER, ADDITIONAL TESTS AS REQUIRED BY THE AUTHORITY HAVING FLOOR A. NO OTHER MANUFACTURER SUBSTITUTIONS SHALL BE ALLOWED JURISDICTION SHALL ALSO BE PERFORMED. 0 0 0 0 0 WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER FIVE (5) SINGLE/DOUBLE FIXTURE This drawing and the design shown is 14. DOMESTIC WATER PIPING SHALL BE TESTED AT 125 PSI. IN ADDITION, ' , the property of the architect. The DAYS BEFORE BIDDING. PIPING SHALL BE TESTED IN ACCORDANCE WITH APPLICABLE CODE .., ;• ,- ,� P P Y PDI PIPE FIXTURE B. CONTRACTOR SHALL PROVIDE FAUCETS AND FITTINGS THAT ARE REQUIREMENTS. '-..�..;- . N reproduction, copying or use of this : ;: ;; !: .o.R•; ; \114100) OXFORD ELECTRICAL LEGEND ARCHITECTURE MOUNTING HEIGHTS MEASURED TO g COORDINATE WITH ARCHITECT/OWNER'S REP FOR CONFIRMATION OF DEVICE MOUNTING HEIGHT (NO HIGHER THAN 54" PER ADA) PRIOR TO ROUGH-IN. TYPICAL FOR ALL LIGHT 1205 Paris Avenue Architecture SWITCHES (INCLUDING DIMMERS & OCCUPANCY/VACANCY SENSORS), BUTTON/CONTROL Suite 205 Planning STATIONS AND FIRE ALARM PULL STATIONS WHERE APPLICABLE. - ■• "--■ ----- ■`• ■■■- ■•-•�■�•�■�■�"�- ■�■�------- Nashville, TN 37212 Interior Architecture • EXISTING PANEL "H" ..------1 CONDUIT RUN CONCEALED IN WALL, CEILING, OR FLOOR 1 112.5KVA TRANSFORMER GAS METER PANEL "L" i' � CONDUIT RUN, CONCEALED 1N FLOOR OR UNDERGROUND . _ -c(b - CONDUIT RUN, INSTALLED EXPOSED g �j� _ - �� HOMERUN TO PANEL INDICATED • MAIM 'ELECTRfCAI OfSTRISUTIO , ■PANELS - -- — - .f= 1 IIII.WriiQ �� L� r IX r -> RECEPTACLE, DUPLEX, 120V, 15A. UNO, ® 18" AFF TO BOTTOM V • m -" f`[ a � SITE PLAN DEVELOPED FROM A '8 RECEPTACLE, DUPLEX, 120V, 15k UNO, SMH CT CABINET- m ' >--.< .i■ GOOGLE EARTH IMAGE. PROPERTY 4 RECEPTACLE, QUADRAPLEX, 120V, 15A. UNO, ® 18" AFF TO BOTTOM ` .ice I LINES SHOWN ARE APPROXIMATE 7:1 1 250A DISCONNECT ;;1 ` AND NOT BASED ON ANY SURVEY 4 RECEPTACLE, QUADRAPLEX, 120V, 15A. UNO, SMH • O i. I OR DEED 1 � RECEPTACLE, SINGLE, 250V, AMPS AS NOTED, 0 18" AFF TO BOTTOM lYourTruck&Jeep Accessory superstore) • :1 0 RECEPTACLE, DUPLEX, 120V, 15A. UNO, FLUSH MTD IN FLOOR, WALKER 863DPCOM OR EQUAL 14 d■ 9,887 SQ.FT. �� l 21 gAW RECEPTACLE, DUPLEX, 120V, 15A. UNO, MOUNTED ABOVE WINDOWS r � CASH AND CARRY FIRE RISER 'i' • Q O • Q SIZE AS REQUIRED ! LOCATION i JUNCTION BOX, 1 `: I se./•/ S SWITCH, SINGLE POLE, 120/277V, 20A, 48" AFF TO TOP OF DEVICE. ' - S A AUTOMATIC CONTROL SWITCH, 120V, 48" AFF TO TOP OF DEVICE, WATTSTOPPER AS-100 ! ./ SA3 AUTOMATIC CONTROL SWITCH, THREE WAY, 120V, 48" AFF TO TOP OF DEVICE, WATTSTOPPER AS-100 �� . S 0 OCCUPANCY SENSOR SWITCH, /*IT P r f 1 PASSIVE INFARI=D 120V ,.; •1 y,4 WALL MOUNTED 48 AFF TO TOP OF DEVICE, WATTSTOPPER WA-200 <t' ' 1 • 40 • IQ PHONE/DATA OUTLET, 4x4 BOX W/1"C TO ABOVE CL'G - ® 18" AFF TO BOTTOMI9 . PHONE/DATA OUTLET, 4x4 BOX W/1"C TO ABOVE CLG - SMH - -- liiiimilimiU-- _- - W/1"C - I� C PHONE/DATA OUTLET, 4x4 BOX TO ABOVE CL'GMOUNTED IN CEILING •;� .¢ N mi 71.7i_EELOT r y i i �sf» . 1 -- [ 0! Mil tir • - LIGHTING FIXTURES 1 �wATER METER SEE FIXTURE SCHEDULE 0 ! L.P. ■ r r r leo OA Io . / DISCONNECT SWITCH, FUSED, DESCRIBED BY: /. ; /1= VOLTAGE RATING/NO. OF POLESUSE SIZE 1N AMPS • . • • ® MOTOR STARTER, MAGNETIC, SIZE AS REQUIRED • •0/ • ` O MOTOR, SEE PANEL SCHEDULE FOR SIZE AND SERVICE 1 �•� 1 O1 REFER TO GENERAL ELECTRICAL NOTE INDICATED TIGARD 1 I •/• \ . 0 TRANSFORMER, SIZE AS NOTED *� ' ` 0 PUSHBUTTON STATION - ® 48" AFF TO TOP OF DEVICE i Ilk . OREGON • •� • \ TV❑ HUBBELL HWSLDNS01 FLAT PANEL ENCLOSURE WITH RECEPTACLE AND DATA - ® 58" AFF TO BOTTOM UNO 1 �•0°' 1 • . 0 •` ®C SECURITY CAMERA LOCATION, PROVIDE BACKBOX AS 1 REQUIRED, WHERE SHOWN ON EXTERIOR WALLS, PROVIDE WEATHEVENDORR. PROOF CONDUIT PENETRATION, COORDINATE ./• YLONSSG I N • EXACT LOCATIONS AND REQUIREMENTS WITH SECURITY 1 1 1 \oft., \ • QP�°C)\.0 �F ABBRE IA N �� V AT S: AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE BRKR BREAKER g CENTERLINE CL'G CEILING All measurements and items portrayed EF EXHAUST FAN on this sheet are deemed to be EX'G EXISTING accurate by architect, however all ,R. GFI GROUND FAULT INTERRUPTER MTD MOUNTED RTU ROOF TOP UNIT bidding Contractors should field verify the actual conditions. Any changes to the scope Of work, and thus potential change orders, should be identified and SMH SPECIAL MOUNTING HEIGHT communicated in your bid submittal to (AFF IF NOVO SEW RK/BACKSPLASH)H OR 45" the General Contractor. UNO UNLESS NOTED OTHERWISE WH WATER HEATER This drawing and the design shown is WP WEATHERPROOF the property of the architect. The reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be subject to legal action. SITE ELECTRICAL PLAN 1 SCALE: 1" = 30'-0" ® S I TE PLAN NOTES Job Number: 1803 1 . REPLACE EXISTING DISCONNECT WITH 480V, 250A, 3 PHASE FUSED DISCONNECT. FEEDER SHALL BE SIZED PER NEC AS SHOWN ON RISER. PE Date: 01.31.2018 2. ELECTRICAL SUBCONTRACTOR SHALL IMMEDIATELY (UPON START OF CONSTRUCTION) TEST ALL EXISTING WALL PACKS & LIGHT POLES FOR PROPER WORKING ORDER & REPORT FINDINGS ( IN WRITING) TO THE GC ALONG WITH A COST ESTIMATE FOR ANY REPAIRS AND/OR NEW LAMPS, BALLASTS, DRIVERS, Revisions: is ETC." w 3. EXISTING PYLON SIGN TO BE REUSED. 4 WHEEL PARTS TO RECEIVE PRO-RATIONAL SHARE l Revisions:: coOF SIGNAGE. COORDINATE REQUIREMENTS WITH SIGN VENDOR. M c° 4. EXTEND EXISTING TELEPHONE SERVICE CONDUIT INTO NEW IT ROOM. COORDINATE EXACT LOCATION 6 PARSONS WITH 4WP. Revisions: SITE ENGINEERING, INC. ELECTRICAL PLAN NASHVILLE,TENNESSEE PARSONSENGINEERING.COM REFERENCE ONLY _ I ES1 . 0 o NOT APPROVED WITH THIS PERMIT Sheet Number: a • ____ _____ \4811) VOLTAGE: 120/277 RELAYS; PROVIDE BARRIERS AS NEEDED SURFACE MOUNTED LIGHTING CONTROL NOTES . . l NOTES LIGHTING CONTROLCIRCUITSSHEETN CONTROL SYSTEM CAPABLE �'ll �I�� E2 I y — THIS 1. BUILDING SHALL HAVE A LIGHTING € OF TURNING OFF ALL LIGHTS AUTOMATICALLY AFTER BUSINESS HOURS. CONNECT ,,, ,,,—i `r VIA VIA RELAY RELAY VIA • TO H-10 • - ��^ - , _ ,,, j DESCRIPTION TIMER 5W I TCH # # SWITCH? VIA DESCRIPTION �. �" `�� T I MER 2. SYSTEM SHALL PROVIDE OCCUPANT NOIIFlCATION 5 MlNUIES PRIOR OXFORD �JI SHOWROOM — AREA 1 BUNK — 1 2 — BLINK INSTALL. -- AREA 1 TO AUTOMATIC SHUTOFF BY TURNING THE LIGHTS OFF FOR 1 SECOND IIIISO Sod= • ER VIA LIGHTING CONTROL PANEL. ARCHITECTURE ►,r SHOWROOM – AREA 2 BUNK _ – 3 _ 4 – BLINK INSTALL – AREA 2 ' ,� € vno4=t a► STOCK AREA BLINK I – 5 6 – -- SPACE EN11-H3VV1 ,i ''' SPACE – – 7 8 — — SPACE 3. OCCUPANT OVERRIDE SWITCH SHALL HAVE A VISUAL INDICATOR ' t — SPACE – – 9 10 – – SPACE LIGHT WHICH WILL BLINK FOR THE FIVE MINUTE PERIOD PRIOR TO • SHUT OFF. LIGHTING CONTROL PANEL LEGEND: 1205 Paris Avenue Architecture • BLINK – TURN OFF FOR 1 SECOND AT END OF DAY TO SIGNAL AUTOMATIC SWI TCH SHUTDOWN 4. AFTER HOURS LIGHTING SYSTEM SHALLINITIATE AUTOMATIC Suite 205 Planning • �. I D2D – DUSK TO DAWN CONTROL VIA PHOTOCELL SHUTDOWN EVERY TWO HOURS DURING NORMALLY UNOCCUPIED TIME. Nashville, TN 37212 Interior Architecture : D2T – DUSK TO PRESET TIME VIA PHOTOCELL AND TIMESWITCH ' DL# – DATA LINE SWITCH (# IDENTIFIES SWITCH ON PLANS) 5. SPACES WITH INDIVIDUAL OCCUPANCY SENSORS AND AUTOMATIC „ , '; — TIME – TIME SCHEDULE 000000. -•-- .� `�'< SHUTOFF WILL NOT BE CONTROLLED BY LIGHTING CONTROL PANEL �� Ise"✓ LIGHTING CONTROL PANEL C” 6. SPACES WITH OCCUPANCY SENSORS AND LOCAL LIGHTING CONTROL `, ' , ..,..t`} ;'...: WILL BE WIRED WITH OCCUPANCY SENSOR AHEAD OF LOCAL LIGHTING ` �` "� — CONTROL PROVIDE ADDITIONAL RELAYS FOR SEPARATE CIRCUITS . ; ! iti$ AND/OR DIFFERENT VOLTAGES. "` 7. PROVIDE COMMISSIONING AND TESTING FOR ALL OCCUPANCY SENSORS • � -- ��,ten,, `> ,` AND LIGHTING CONTROL SYSTEM ITEMS. DURING COMMISSIONING ADJUST R N BiP� EACH SENSOR'S SETTINGS AND AIMMING FOR APPROPRIATE OPERATION `.\ 0 IN THE SPACE. i • .. ' I– . - V • II 111 1 • LIGHTING FIXTURE SCHEDULE 111 TYPE DESCRIPTION VOLTS WATTS MANUFACTURER 2 X 4, 15000 LUMENS, ' COLUMBIA LLHV4 SERIES I 7,2/1, IIII lir !— - ILED, HIGH BAY, I Al 5000K TEMP, STEEL HOUSING WITH WHITE 277 144 A . ,/ E2 POWDER COAT FINISH, 0-10V DIMMING, / 'tib f �`�' SOLID TOP, WIDE DISTRIBUTION, Prue*, �; MOUNTING HEIGHT OF 13'6" AFF ; 'IMO f �- /: ' - ILED, HIGH BAY, 2 X 4, 15000 LUMENS, ( I (COLUMBIA LLHV4 SERIES ' X41 ,/ i �/ ` A2 5000K TEMP, STEEL HOUSING WITH WHITE 277 144 L-- fri(146 POWDER COAT FINISH, 0-10V DIMMING, , \ SOLID TOP, WIDE DISTRIBUTION, 17/� H-14 H--12 - - ;' , C-2 C-4 - MOUNTING HEIGHT OF 15'O" AFF OR ^.`�•r . i / 3 EVEN WITH BAR JOISTS ? t..= e:.Y v j �'f�e� '. LED, SURFACE MTD. , 2 X 4, 4900 LUMENS, COLUMBIA LCATSM SERIES .._.., p ,� �` 81 3500K TEMP, STEEL HOUSING WITH WHITE 277 40 �:isf ?_: : Y 3t I POWDER COAT FINISH, CURVED SHIELDING "' (SAME AS TYPE "B1" WITH INTEGRAL I • �Yi> �.' B1 E I EMERGENCY BATTERY I 277 9' f,,,: `\J/ .- ,.. E2 LED, RECESSED, 2 X 4, 4900 LUMENS, COLUMBIA LCAT SERIES Sa35A3 B2 500K TEMP, STEEL HOUSING WITH WHITE 277 40 \ , -, , {.. :.t POWDER COAT FINISH, CURVED SHIELDINGe .klia KAl • .., °15 i-T rI-1 : f A3 I I I — m, ( SAME AS TYPE "61" WITH INTEGRAL ' B2E EMERGENCY BATTERY 277 . • ILED, RECESSED, 2 X 2, 2800 LUMENS, I (COLUMBIA LCAT SERIES ' - E •. C POOWDER00K TCOAT FINISH, CURVEDEMP, STEEL HOUSING WSHIELDING ITH WHITE 277 30 SA3SA3 ►`� ,' m M �� N �" I -- I -I • H-10 L�AN : " r' Fra lag "' ` t 1a i ''"I a . I' II r' 4 C-5 I COMBINATION EXIT SIGN/(2) HEAD EXITRONIX VLED SERIES - MI ,.�t@@@@ t I f ' , M - !! E EMERGENCY LIGHT, LED, UNIVERSAL 277 • \ `-R� 3''� r i i ' «r '',4 r �;it ..mit!1 G' y'.F€I * { r�-• ' r - 1 ! 1 � k r � F 4Hy� I MOUNT, SINGLE/DOUBLE FACE AS SHOWN, O *µori W.. _ mwµ r = � �, RED LETTERS, WHITE THERMOPLASTIC , - w _ - I HOUSING, ARROWS AS INDICATED, I HIGH OUTPUT HEADS, BATTERY BACK—UP TIGARD 1 L_r WITH REMOTE CAPACITY . 1i i i i I I I 1 _ - EMERGENCY LIGHT, SURFACE MTD. , EXITRONIX LL90 SERIES OiRIEGO1J L ' 0 "' `t' a ,I f r _ H E2 ( ) 277 ;, w.� ', Y µr*� rl r» «t BATTERY BACK–UP, WHITE HOUSING 'r n h, i t H €r .,E ,, .,. i - E . x 7w rj;ri t 1Eh �5 ,? axr,�aor�'. m xer I; E I — I I I - SO - I ►.+ A3 EMERGENCY TWIN REMOTE HEAD, (2) 1 .5 EXITRONIX MLED SERIES ER WATT LAMPS, GRAY FINISH, WET 277 E2 ��' 2.v LOCATION +15'-0" ER . :4___j ' (EXISTING EXTERIOR LIGHT, PROVIDE I 1 ' i i • I 111 111 E EX NEW LAMPS AND BALLAST AS REQUIRED - TO PLACE IN PROPER WORKING ORDER is . � : — ALL PENDANT FIXTURES CABLE OR STEM LENGTHS AND FINISHES ARE TO BE ._ _� � w � COORDINATED WITH ARCHITECTURAL ELEVATIONS/ARCHITECT PRIOR TO � • INSTALLATION. . — ALL FIXTURES TO BE SUPPLIED WITH LAMPS. • 1 - - – FIXTURES SHALL BE COMPATIBLE WITH CEILING TYPE. REFER TO - ------ J = ARCHITECTURAL DRAWINGS FOR CEILING FIRE RATING. r – ALL FIXTURES INSTALLED IN AN INSULATED CEILING SHALL BE I: +15'-0" 11 1 111 I .C. RATED. i 1 .: s • – 1I H-8 +15'-0" All measurements and items portrayedr E2 - on this sheet are deemed to be c-11 i accurate by architect, however all bidding Contractors should field verify COM check Software Version 4.0.5.0 the actual conditions. Any changes to • l the scope of work, and thus potential r ►• ►.`' SASH r _.._.... Interior Lighting Compliance change orders, should be identified and ■ u communicated in your bid submittal to EXOg Ex ER ExV Exb Certificate the General Contractor. I Project Information This Energy Code:2014 Oregon Energy Efficiency Specialty Code I Ti Tis drawing and the design shown is Project Title:4 WHEEL PARTS the property of the architect. The I Project Type:New Construction reproduction, copying or use of this — ' — — — — ' — — ' — ' — — ' — — — — — — ' — — ' — — — ' — — ' — — — ' — ' — ' — — — ' — — Interior Lighting and Power Calculation drawing without their written consent is i I A FIooBArea Allowedd AlloweD d Watts prohibited and any infringement will be Watts Ift2 subject to legal action. Part Store(Retail) 0860 1.32 13015 Total Allowed Watts= 13015 LIGHTING PLAN Interior Lighting Fixture Schedule Job Number: 1803 SCALE: 1/E"= 1.-0" PE A e c D E Fixture ID:Description I Lamp/Wattage Per Lamp I Ballast Lamps! #of Fixture (C X D} Rate: 01.31.2018 Fixture Fixtures Watt. Part Store(Retail 9860 sq,ft.) 3 LED 1.'A1''1 A2''2'X4'High Bay Other 1 52 144 7488 o LED 2:'31`tB2':2'X4'Beg:Other: 1 7 40 280 Revisions: m LED 3:"C":2X2'Reg:Other 1 1 30 30 E Total Proposed Watts= 7798 r �t , g , 1 Fi. ::. Kg 2.:z : ' Revisions: M O r Revisions: . PARSONS 0 ENGINEERING, INC. LIGHTING PLAN NASHVILLE,TENNESSEE PARSONSENGINEERING.COM REFERENCE ONLY 17 Sheet Number: n NOT APPROVED WITH THIS PERMIT El . ° - IIIIII) VOLTAGE: 120/277 RELAYS; PROVIDE BARRIERS AS NEEDED SURFACE MOUNTED LIGHTING CONTROL NOTES ---------- ----- ► `e r 1. BUILDING SHALL HAVE A LIGHTING CONTROL SYSTEM CAPABLE _ E2 NATES: LIGHTING CONTROL CIRCUITS - THIS SHEET OF TURNING OFF ALL LIGHTS AUTOMATICALLY AFTER BUSINESS HOURS. •• CONNECT ' VIA VIA RELAY RELAY VIA VIA a *�._ TO H-10 , _ :..iii.^ DESCRIPTION TIMER SWITCH # # SWITCH TIMER DESCRIPTION 2. SYSTEM SHALL PROVIDE OCCUPANT NOTIFICATION 5 MINUTES PRIOR OXFORD . / TO AUTOMATIC SHUTOFF BY TURNING THE LIGHTS OFF FOR 1 SECOND 0 o'r '' SHOWROOM - AREA 1 BUNK _ - 1 2 - BUNK INSTALL. - AREA 1 •• =t Hv°►. SHOWROOM - AREA 2 BLINK - 3 4 - BLINK INSTALL. - AREA 2 VIA LIGHTING CONTROL PANEL. ARCHITECTURE • SO So II `r ''lf•InOIN 9ali STOCK AREA BLINK - 5 6 - - SPACE .-----\\ -2&i: SPACE 7 8 SPACE 3. OCCUPANT OVERRIDE SWITCH SHALL HAVE A VISUAL INDICATOR ' 4 ] dlHOdvdSPACE - - 9 10 - - SPACE LIGHT WHICH WILL BUNK FOR THE FIVE MINUTE PERIOD PRIOR TO ' I •- SHUT OFF. LIGHTING CONTROL PANEL LEGEND: 1205 Paris Avenue Architecture BLINK - TURN OFF FOR 1 SECOND AT END OF DAY TO SIGNAL AUTOMATIC SWITCH SHUTDOWN 4. AFTER HOURS LIGHTING SYSTEM SHALL INITIATE AUTOMATIC Suite 205 Planning I D2D - DUSK TO DAWN CONTROL VIA PHOTOCELL ' D2T - DUSK TO PRESET TIME VIA PHOTOCELL AND TIMESWITCH SHUTDOWN EVERY TWO HOURS DURING NORMALLY UNOCCUPIED TIME. Nashville, TN 37212 Interior Architecture ' DL# - DATA LINE SWITCH (# IDENTIFIES SWITCH ON PLANS) • - TIME - TIME SCHEDULE 5. SPACES WITH INDIVIDUAL OCCUPANCY SENSORS AND AUTOMATIC 004044. ---� `- �N �g'� SHUTOFF WILL NOT BE CONTROLLED BY LIGHTING CONTROL PANEL. • E --};tom �fl ``. .'/ i `�, <' �'= ^f LIGHTING CONTROL PANEL rl » C" 6. SPACES WITH OCCUPANCY SENSORS AND LOCAL LIGHTING CONTROL `. . ' `. .r(3.-!1' :�,_ g WILL BE WIRED WITH OCCUPANCY SENSOR AHEAD OF LOCAL LIGHTING N''1,' CONTROL. PROVIDE ADDITIONAL RELAYS FOR SEPARATE CIRCUITS ,/ , AND/OR DIFFERENT VOLTAGES. • ll . • --- G� : . ii [1 il 7. PROVIDE COMMISSIONING AND TESTING FOR ALL OCCUPANCY SENSORS �d�: y '� ^ AND LIGHTING CONTROL SYSTEM ITEMS. DURING COMMISSIONING ADJUST •• \� o s EACH SENSOR'S SETTINGS AND AIMMING FOR APPROPRIATE OPERATION ' \�` 0 PI'S IN THE SPACE. / I I . `. .' E z . . . . ., 1 11; • LIGHTING FIXTURE SCHEDULE . r 1111 TYPE DESCRIPTION VOLTS WATTS MANUFACTURER Pli -. ikirL I HIGH BAY, 2 X 4, 15000 LUMENS, ( I ICOLUMBIA LLHV4 SERIES Al 5000K TEMP, STEEL HOUSING WITH WHITE 277 144 '� POWDER COAT FINISH, 0-10V DIMMING, Al f . '. E2 . �r � �, SOLID TOP, WIDE DISTRIBUTION, r; �' ''1r � 4 •• �, MOUNTING HEIGHT OF 13'6m AFF ('' .� . '+ s" : I I I I /!t �.. LED, HIGH BAY, 2 X 4, 15000 LUMENS, COLUMBIA LLHV4 SERIES '• ''ry \ `I A2 5000K TEMP, STEEL HOUSING WITH WHITE 277 144 i 0j• . t �. `• r t ! H-14 H-12 POWDER COAT FINISH, 0-10V DIMMING,' SOLID TOP WIDE DISTRIBUTION, 1C--V:.e../9 'P ' 1 I � C-2 C-4 MOUNTING HEIGHT OF 15'0" AFF OR �� 5 E .' I '� ' � ' EVEN WITH BAR JOISTS ';',i.• t?. ;��: � � I :� \ '„ LED SURFACE MTD. 2 X 4 4900 LUMENS COLUMBIA LCATSM SERIES `-�X . r:-�;"�,:� =�3: 31 B1 3500K TEMP, STEEL HOUSING WITH WHITE 277 40 2: ,, �, III POWDER COAT FINISH, CURVED SHIELDING -" `"-" """ • iiii • (SAME AS TYPE "B1 " WITH INTEGRAL B1E (EMERGENCY BATTERY I 277 I : �at� .. "-,Ji ---Y---- ' ��I:r,06< , E2 BE��c LED, RECESSED, 2 X 4, 4900 LUMENS, COLUMBIA LCAT SERIES `� B2 3500K TEMP, STEEL HOUSING WITH WHITE 277 40 i \ R y— FTj - T a 3SA� POWDER COAT FINISH, CURVED SHIELDING .. • .631r , 15i =-0 A3 ...._ ... 44---44--i,-.4- ' . : - I i -- , : • ' , ' '. ' i , ! , , •' 4 . . ' ' , ; - SAME AS TYPE "B1 " WITH INTEGRAL 62E EMERGENCY BATTERY 277 _ I I I I • LED, RECESSED, 2 X 2, 2800 LUMENS, COLUMBIA LCAT SERIES � 4 1,,,T.: 1 s . I • C 3500K TEMP, STEEL HOUSING WITH WHITE 277 30 E � POWDER COAT FINISH, CURVED SHIELDING .� - N t � 7 H--10 �- . ;� :. C-5 I COMBINATION EXIT SIGN/(2) HEAD EXIIRONIX VLED SERIES I \ w- ,_ , ,.L ,.,/, ,d;- :;.„ �: � E EMERGENCY LIGHT, LED, UNIVERSAL 277 • 1, �^ H f • � , � - MOUNT, SINGLE/DOUBLE FACE AS SHOWN, 6 O „,,,„„,:,,,i,,,,:,,,..„: „ r I iu r if� Z11=bili/l ma i alrgrm i wpm .f w ”- I HOUSING, ARROWS I AS INDICATED,CATED, I C _ «..H . TIGARD/ I HIGH OUTPUT HEADS, BATTERY BACK-UP �--' L_.._ WITH REMOTE CAPACITY I I I I EMERGENCY LIGHT, SURFACE MTD. , EXITRONIX LL90 SERIES 0_ �� E2 (2) 5.4W LAMP HEADS, LEAD CALCIUM 277 OREGON ,, :..,,,,6„,..,,,,,. , .�: l� i�li �" a .,,,,,m.,, :.: �,',._, , r _ BATTERY BACK-UP, WHITE HOUSING I - .,eak, r.4,,,_,,77,,i µ x�. tied li r.Na+ .4 '.. i s,.�.,.. -_r E ....«...._b_........ =,:,......1:,.'.wsm...:.'n._._..t..� . E•,,.•. -.. a a.1a: - - ...mA:.1. _,..e coA•'n e ..TyI,i.,,,t .y,'d. _ ► E I I I ,. So I"'' ►+. A3 EMERGENCY TWIN REMOTE HEAD, (2) 1 .5 EXITRONIXI MLED SERIES -.__...._...... L E2 -- ER WATT LAMPS, GRAY FINISH, WET 277 -, -_ LOCATION I One 5 5' +15,-0" _ ER (EXISTING EXTERIOR LIGHT, PROVIDE I I I i i IIIE EX NEW LAMPS AND BALLAST AS REQUIRED I TO PLACE IN PROPER WORKING ORDER -;--. II I I ?. :^.i' .ate.._\^:: %. _N✓: 'b`.-..\... -; ......... - ALL PENDANT FIXTURES CABLE OR STEM LENGTHS AND FINISHES ARE TO BE COORDINATED WITH ARCHITECTURAL ELEVATIONS/ARCHITECT PRIOR TO INSTALLATION. . I - ALL FIXTURES TO BE SUPPLIED WITH LAMPS. • I - FIXTURES SHALL BE COMPATIBLE WITH CEILING TYPE. REFER TO --- I ARCHITECTURAL DRAWINGS FOR CEILING FIRE RATING. 111 . I - ALL FIXTURES INSTALLED IN AN INSULATED CEILING SHALL BE • +15'-0" FF:. r.. ..__ I .C. RATED. E2 i i i r44- L I i C-2 - 11 r}+ ,,H-8 i II i I E2All measurements and items portrayed r — - ! on this sheet are deemed to be C-1I accurate by architect, however all bidding Contractors should field verify i I 1 fril. COM check Software Version 4.0.5.0 the actual conditions. Any changes to the scope of work, and thus potential Ei►:• c. © A Interior Lighting Compliance change orders, should be identified and 1 E' ER - - Certificate communicated in your bid submittal to � EX Ex EX Ex the General Contractor. I Project Information I Energy Code:2014 Oregon Energy Efficiency Specialty Code This drawing and the design shown is Project Title:4 WHEEL PARTS the property of the architect. The Project Type:New Construction reproduction, copying or use of this — — — — • — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Interior Lighting and Power Calculation drawing without their written consent is I A FIooBArea Allowed Allows°warts prohibited and any infringement will be Watts/ft2 subject to legal action. Part Store(Retail) 9860 1.32 13015 Total Allowed Watts= 13015 LIGHTING PLAN Interior Lighting Fixture Schedule Job Number: 1803 SCALE: 1/B 1'-0" PE A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp I Ballast Lamps/#of Fixture (C X D) Date: 01.31.2018 Fixture Fixtures Watt. Part Store(Retail 9860 sq.ft) I3 LED 1 "A1"f"A2 2''X4'High Bay Other 1 52 144 7468 p LED 2'."B1"1`62 2'X4'Reg:Other: 1 7 40 280 maam ;: Revisions: m LED 3 'C":2'X2'Reg:Other. 1 1 30 30 a o Total Proposed Watts= 7798 T Ui1 k tetiorU.htirt•PASS . ,;:,.V ,.w Revisions: M O a- ,th PARSONS Revisions: ENGINEERING, INC. LIGHTING PLAN 0 NASHVILLE,TENNESSEE ° PARSONSENGINEERING.COM - 0 Sheet Number: El , 0 a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT NEW PANEL "L" VOLTAGE: 480/277V., 3PH., 4W. MAIN BKR: --- BUS: 250 AMP MLO A.I.C.: EX SURFACE MOUNTED NEW 75KVA TRANSFORMER NOTES: * EXISTING CONDUCTORS I ** SEE RISER KVA/PHASE WIRE BKR CKT CKT BKR WIRE KVA/PHASE EXISTING PANEL "H"� DESCRIPTION DESCRIPTION 1111(111110) A B I C V SIZE AMPS # # AMPS SIZER A B C RTU-1 : : : : 50110 ** 24.1 PANEL "L"11► ( )El GFI 2QA GFl 20A 212 5Q• L-35 L- 9 * 9 /110 20 _ 12 1.6 L- STOCK / REST OXFORD L 2 L-21 9.0 * 11 12 20 12 2.1 L- INSTALL •• �` L-17 '>I,;` �' SPACE 0 -- 20 13/1 . • n14 20 12 1.8 L- INSTALL ARCHITECTURE • G`I 1 1 `'aFl �, : N -- --,�:�I�a'1.,�,1�bll _�_ �� SPACE 0 20 15/1 . , /116 200 SPARE �l 9NIHOVLN afi SPACE 0 -- 20 17/1 . . /118 20 -- 0 SPARE - _.,.. L-5 COMPRESSOR 3.1 12 20 19$ . $20 20 12 3.1 COMPRESSOR ,' R 22 O !�; L-3�_ 3.1 12 21._ 22. 12 3.1 1205 Paris Avenue Architecture 3.1 12 23 24 12 3.1 - ` ` li SPACE d -- -- _25/1 /126 -- -- 0 SPACE Suite 205 Planning ' ,' r , INSTALL IN CEILING -32 FOR FUTURE SPACE 0 -- -- 27/1 /128 -- --- 0 SPACE Nashville, TN 37212 Interior Architecture - / GFI SPACE 0 -- , -- 29/1 . /130 -- -- 0 SPACE : < ',�// � L 22 .�\O O. / 23 I CONNECTION TO 21.1 �� >9 99 31.7iipo. A: 52.8 KVA o�0000 =-� LIFT ' • ` f xC3� � 21.1 7X . ANEL - 24.9 B: 46.0 KVA . .,)st. 1 �`�� ' " �� 21.1 ' 26.4 C: 47.5 KVA \\�� .',' 23 GFl�`.. �Q�' " `' A TOTAL: 146.3 KVA • 1 . .• • ` •%__ <' `�` VOLTAGE: 208/120V., 3PH., 4W. MAIN BKR: 250A BUS: 400 AMP --- A.I.C.: 10 K SURFACE MOUNTED L-37 ,�`` Z0 ti, •, i SCRAP .�` ��. BIN NOTES: * SPLICE AND EXTEND EXISTING CIRCUIT • . �', DESCRIPTION KVA/PHASE WIRE BKR CKT CKT ` BKR WIRE KVA/PHASE DESCRIPTION -1 GFl / r- A_ I B C I SIZE AMPS # # AMPS SIZE A B C ,', I HOIST - 12K 1.5 12 20 1/r�_/ " L-40 /"\ /cp 2 20 12 1.5 HOIST - 10K I 1.5 12 3 4 12 1.5 i I HOIST - 12K 1.5 , 12 20 5 /1 6 20 -- 0 SPARE ALL RECEPTACLES AND DATA IN - INSTALLATION FACILITY SHALL BE1.5 12 7 --/1 8 20 0 SPARE : L-3 HOIST - 12K 1.5 12 20 9 . /110 20 -- _ 0 SPARE FOR COMPRESSORS : +96" O A +48" AFF UNLESS OTHERWISE NOTED. 1.5 12 11� • /112 20 -- 0 SPARE 480/3/20® H-19 4 POST HOIST 1.5 12 20 13/� . /i114 20 12 1.5 HOIST - 10K 25 I 1.5 12 15//11 16 12 1.5 I>� 240/2/20 SERVICE 4.2 6 50 17� . /118 20 -- 0 SPARE © H-20 W1i 4.2 6 19 /120 20 -- 0 SPARE R- TIRE BALANCE 1.1 12 20 21� . • m22 20 12 1.1 R- TIRE MOUNTING .r 1.1 12 23/1 / 24 12 1.1 • '' ❑ SPARE 0 -- 20 25 26 20 -- 0 SPARE L-9 • ,/ GFI = 0 -- 27 �128 -- 0 % Alvi - 0 -- 29 30l -- 0 p, r 44/14, �' L-14'` /' O 2j -+ MOTORIZED DOOR 1.4 12 20 31/D . x132 20 12 0.6 R- HOIST POWER y.�! - 0t4 !� .• 4 1.4_ 12 33 . /134 20 12 0.6 R- HOIST POWER ;� " "e/ .i ' 0 ,, L-34 ? R- BENCH 0.8 12 20 35/1 • /136 20 12 0.6 R- BENCH .44/1"K? r p-f •• R- BENCH 0.8 12 20 37/-"N . _- X38 20 12 1.2 R- BENCH . G i / G f= a PARTS WASHER 1.2 12 20 39/1 . r140 20 12 1.2 R- DRYER f//9 r' l , ` �' ___ R- ALIGNMENT 1.2 12 20 41/1 . /142 20 12 0.4 R- TELE TERM BOARD '`-'1\ i3- :i s r L-`13' / ,'/ 23 i %/ / 23 i R- IT 0.8 12 20 43 n . /144 20 12 0.6 R- STOCK r*� • / r-� R- REST 1.0 12 20 45/1 /Th46 20 -- 0 SPARE ,. - ' p Hpi�T R- OFFICE 0.8 12 20 47/1 /148 20 12 1.0 SIGN - �- `_ ( .� A4/ k 'S r2ILR- DISPLAY 1.0 12 20 49 r1 . X150 20 12 1.0 R- WINDOW DISPLAY - V :I- SIGN 1.0 12 20 51 /1 I /152 20 12 0.4 R- TRUSS31 i le I 22 0 SIGN 1.0 12 20 53 54. 20 12 0.4 R- TRUSS (I�-" ""'�' L-38 R- DISPLAY 0.6 12 20 55/1 . r156 20 12 0.4 R- TRUSS Gj C R- DISPLAY 0.6 12 20 57x1 . /158 20 12 1.0 R- DISPLAY • �'/>; / O R- DISPLAY 0.8 12 20 59n X60 20 12 ' 1.2 R- COUNTER • -(06, �`.,,,' , SPARE 0 -- 20 61 /1 . r162 20 12 1.2 R- COUNTER ' } . • Fi GFl SPARE 0 -- 20 63/1 . /164 20 12 1.2 R- COUNTER '4-41 °=•n R- RTU* 0.4 * 20 65/_1 •"'66 20 12 1.2 R- COUNTER : \. :. , .: _,: i 13 ' .: .,: , ,::: k -- EF FANS 0.8 12 20 67/1 • /168 30 10 2.0 WH-2 .. � .. . . ........ ._; y, I I1 ! 1 IfI :. u L-44 VF-1 0.9 12 20 69x1 . ^70 20 0 SPARE ;> 1. 1. ....i..l 1..., I 1 -_-1-.. .. _ .�I :--1. . ..-:--, + -k _ _ SPARE 0 -- 20 71/1 n72, 30 10 2.0 WH--1 _ _ \ _ SPARE 0 20 73/1 . x174 200 SPARE .,::::1 : GFI 4>,,,,°/'-',‘ __ --' TELEPHONE -- 20 76 20 -- � , : L-45 L-42 Fi� SPARE SPARE 0 0 -- 20 77/1 I - r178 20 -- 0 0 SPARE * m d *Y TER,. N• BOARD It SPACE d -- 2d 79/1 . /180 2d -- 0 SPACE - " rt ' 3=13 ;I ._ "°s, ;-. _-I«I>�, Y I SPACE 0 -- 20 81 /-1 . r182 20 -- 0 'SPACE ' : : `" 41_41,-.171-7.• . I"'IIi�I I ri 11;1 i I I- SPACE 0 -- 20 X83/1 . /184 20 -- 0 SPACE *1 P FI '3 GFI : I F t., i'11 wri"mann � I� t • 1t- t H S HN 1 " I --- 11 "" a "' „ "'"` �PA .e.-..-2. ...i„» w 14.1 Al » » 10.0 �� A: 24.1 KVA 1i . " 11.7 ' , 1 �--- Ixµp �� . "...� _ H 4 y PANEL L = B: 2d.2 KVA - I ;t' ":I.. *w," !,M..:I.t" m l;Fi , . pI ---,-1•11',11 y Nay �� 13.3 �� 7.9 C: 21.2 KVA 8,,,," ...:65„._ _. TOTAL: 65.5 KVATIGARI�- L II� -' r..T L-48 l .,� . hp I,qL1iIA " _ql � � w3•t - W :41 i1�GFI OREGON „1I1„�� ,,,,, yy „ ,,� y. ,,, If,wr , 1•I^. ll 1y l , „l,, � I - .. .i. ,,..„.,,,,,,., I I nT illk 11� i1r+114" • 1I1 by s.` I 'VIII .114" - �I�© _ - - - L-60 L-62 L-64 L-66 I ! II I 1 +65"-' I 1 +65" ... _..�. .I. ... .�.- .I,--� .II .�. .I. - ... ___ .I. _.__. ..." 28 � I 2$ � I - ... . I . I 1 I . I I k T IDETAIL .. I �4 � 1 i I ...._ .._�.-� a � �: � _.��M ��_, .�.� •-SEE COUNTER _. 29 I II ON THIS SHEET - --------i 11 • 30 L-5.2 �Tr 31 L-54JP®31 i 31 lt L-56 . �� 1 � 29 `~ ! FOR CAMERAS I I L-59 L-57 L-55 OI t (TYP. FOR 7) 29 Ii POWER PLAN: COUNTERS __ _ O SCALE: 1/4"= 1'-0" o30 • _ - 0-- - 0 _- -�•! C•r = 0 - _�' x-114 o O O O O O 0 0 0 0 O O L-58 dill 293d 29 3Q 29 30 29 30 29 3Q 29 3d All measurements and items portrayed I 2 I I ec• 3Q ; on this sheet are deemed to be �® accurate by architect, however all L-50 32 bidding Contractors should field verify Il the actual conditions. Any changes to the scope of work, and thus potential ,I,AW 11► 1n _ 111 iii 111 AW C change orders, should be identified and .td I --�1 7l ) I V n - - I Iwp v L \ O - - - communicated in your bid submittal to _x___ `RECEPTACLE the General Contractor. L-51 L-53 ABOVE WINDOW (TYP. FOR 4) I FOR SIGNAGEEXISTING 200A FEEDER, PROVIDE This drawing and the design shown IS COORDINATE LOCATION NEUTRAL CONDUCTOR AND the property of the architect. The CIRCUITS. it 4_ ND QUANTITY WITH 4WP NEOF UT NEUTRAL BUS IN PANEL "H" AS p copying reproduction, co n or use of this drawing without their written consent is [I 0 - i EX'G prohibited and any infringement will be CABINET PANEL PANEL subject to legal action. TERM. CABINET r POWER PLAN EXISTING 200A Job Number: 1803 SCALE: 1/8"= 1'-0" EXISTING SERVICE SWITCH 75 KVAPE I XFMR (4) #250KCMIL, #4G, 2-1/2"C Date: 01.31.2018 I 3 I GRADE Revisions: m 0--GROUND wi 480/277V 3�Zrt. EXISTING OSERVICE (3) #2, #6G, 1-1/2"C PER NEC Revisions: 0 ii PARSONS c Revisions: 0 v. ELECTRICAL R 1 SER DIAGRAM POWER PLAN SCALE: NO SCALE ENGINEERING, INC. o EXISTING TO REMAIN NASHVILLE, TENNESSEE NEW WORK PARSONSENGINEERING.COM d REFERENCE ONLY Sheet Number: E 2 , 0 a` NOT APPROVED WITH THIS PERMIT NEW PANEL "L" VOLTAGE: 480/277V., 3PH., 4W. MAIN BKR: --- BUS: 250 AMP MLO A.I.C.: EX SURFACE MOUNTED NEW 75KVA TRANSFORMER NOTES: * EXISTING CONDUCTORS I ** SEE RISER \1111111(111111) r BKRCKTTWIREEXISTING PANEL "H"- AMPS # # AS SIZE:Tv !As: o: 50 1 2 ** PANEL "L�ISTING) 3 **FI A 5 **50 7 . gin 12 2.7 L35 L-39 1_-22 21 9 . _ x110 20 12 1.6 L STOCK / REST_ OXFORD ; Ilk G IA' '; Y Fl A L-17 - 9.0 * 11 /112 20 12 2.1 L- INSTALL __ . - ARCHITECTURE MI-la ' SPACE 0 20 13/1 . x114 20 12 1.8 L- INSTALL `� ' , ► EIN11101^1 Rill 3DNYIVS SPACE - 0 20 __15 , 16 20 -- 0 SPARE ' O 9NI1-10dw a,la SPACE o -- 20 17n . n18 20 --- 0 SPARE : i L-5 COMPRESSOR 3.1 12 20 19 20 20 12 3.1 COMPRESSOR • ,^.` 22 O L-36 3.1 12 21 . . 22 12 3.1 1205 Pads Avenue Architecture 3.1 12 23 24 12 3.1 GFl SPACE 0 -- -- 25/T1 r /126 -- -- 0 SPACE Suite 205 Planning INSTALL IN CEILING -- - _ _- -32 FOR FUTURE SPACE 0 - 271 * /128 - 0 SPACE Nashville, TN 37212 Interior Architecture ,L-2o 23 GFl I CONNECTION TO SPACE 0 -- -- 29/1 •., r13DI -- -- 0 SPACE 004440 1 �', \'" W 22 0 LIFT <° 13111 21.1 'p " 31.7 A: 52.8 KVA ---,,; I �G. �' EX . P A - H 24.9 B. 46.0 KVA E i �� •. 21.1 �� 26.4 C: 47.5 KVA ' 23 GFI��, �� ' " TOTAL: 146.3 KVA i o . VOLTAGE: 208/120V., 3PH., 4W. MAIN BKR: 250A BUS: 400 AMP --- A.I.C.: 10 K SURFACE MOUNTED II L-37 ..`\ �} ,-, i: SCRAP ' `. '` , I BIN NOTES: * SPLICE AND EXTEND EXISTING CIRCUIT i , O ' KVA/PHASE WIRE BKR CKT CKT BKR WIRE KVA/PHASE GP , DESCRIPTION DESCRIPTION A B C SIZE AMPS # # AMPS SIZE A B C , • I HOIST -- 12K 1.5 12 20 1 2 20 12 1.5 HOIST - 10K I L-40 I 1.5 12 3 /1 4 12 _. 1.5 - HOIST - 12K 1.5 12 20 5 6 20 -- 0 SPARE i i ALL RECEPTACLES AND DATA IN I 1.5 12 7� . _ /1 81 20 -- 0 SPARE INSTALLATION FACILITY SHALL BE L-3 HOIST - 12K 1.5 _ 12 20 9 . n10 20 -- 0 SPARE FOR COMPRESSORS +96" O +48" AFF UNLESS OTHERWISE NOTED. 1.5 12 11 . r112 20 -- 0 SPARE / / H-19 4 POST HOIST 1.5 12 20 13cl• . 14 20 12 1.5 HOIST - 101< 4803/20 25 I 1.5 12 15^1 . 16 12 1.5 i Iii 240/2/20 SERVICE 4.2 6 50 17' .•f • / 18 20 -- 0 SPARE ' H-20 'I 4.2 6 19c ` . X20 20 -- 0 SPARE . -. ©- R- TIRE BALANCE 1.1 12 20 21PP . IN 22 20 12 1.1 R- TIRE MOUNTING , ,, ,. ,. : . , ��/' I 1.1 12 23 . /1124 12 1.1 �� ❑ SPARE 0 20 25 26 20 0 SPARE N. I 22 L-9 GFI - 0 .._ 29 30 -- 0 0 P'� � 4� /' L-14"" 0� '� MOTORIZED DOOR 1.4 12 20 31 /132 20 12 0.6 R- HOIST POWER �r��°t�,- .�'�*� �' ® �.' / 1.4 12 33 , x134 20 12 0.6 R- HOIST POWER � ' � " i 0 / L-34 _ .,. R- BENCH 0.8 12 20 35r-N - • rN36 20 12 0.6 R- EH BENC08 /138 20 12 12 ,..GFlRTS W1212 20 39x1 - . x140 20 i212 2 � � R- ALIGNMENT 1.2 12 20 41/1 _-_.. .142 20 12 0.4 R- TELE TERM BOARD "� r� >�I i //0\ i / ` 23 / R- IT 0.8 12 20 43/1 . x144 20 12 0.6 R- STOCK 1 i - L-13' - � n n -- "- - -' I'� s ' 1 f / , 3 R- REST 1.0 12 20 45 46 20 0 SPARE , r ham, , O .0, R- OFFICE 0.8 12 20 47 1 .148 20 12 1.0 SIGN � � ,• F-pw.' • '�O j1, 4' R- DISPLAY 1.0 12 20 49 n • .150 20 12 1.0 R- WINDOW DISPLAY Cp j 70 <sr x SIGN 1.0 12 20 51 . . X52 20 12 0.4 R- TRUSS i ,I�0_;,- g r y 1 2 lib. ` 2 .' SIGN1.0 12 20 53/1 X154 20 12 0.4 R- TRUSS """" "� �0 R- DISPLAY 0.6 12 20 55/1 . 1156 20 12 0.4 R- TRUSS ,� CO /''/ L-38 O R- DISPLAY 0.6 12 20 57^ ^58 20 12 1.0 R- DISPLAY > . R- DISPLAY 0.8 12 20 59 60 20 12 1.2 R- COUNTER &y ` SPARE o -- 20 61 , . /-162 20 12 1.2 R- COUNTER � SPARE 0 -- 20 63' ' .164 20 12 1.2 R- COUNTER ih, �s Fl GFl __ NF1 c� R- RTU* 0 0.4 * 20 65/- x166 20 12 2 0 1.2 R- COUNTER EF FANS . .8 12 20 67� . ^68 30 10 WH-2 li •�i ,),, I L-44 VF-1 0.9 12 20 69 70 20 -- 0 SPARE ' �r2.,--"'' - I-4444144 = - v-L SPARE 0 20 71 /1 72 30 10 2.0 WH-1 GFI \ SPARE 0 -- 20 73/1 . • .174 20 -- 0 SPARE , TELEPHONE - SPARE 0 -- 20 75n . n76 20 -- 0 SPARE • ,, �• � 1, L-45 TER.. N• BOARDL-42 Fl SPARE 0 -- 20 77/1 . /178 20 -- 0 SPARE _n - lomk_ �� r . �' H � � WI' SPACE d _� 20 79x1 . 1180 20 __ 0 SPACE : � ' :01 1: SPACE 0 20 81 . X82 20 0 SPACE i - sa rt- c:..� • f EI EI I; SPACE -- 20 83 . 1184 20 -- CE 1i *{ I Fl tleA 3 GFl .� a e7p /'1 0 SPA■ � - III »t ��" "7::::: ::._;,,„:&---1-:.4.-3 � s r I _ 14.1 �� » » 10.0 A: 24.1 KVA i � ,41 i �+�+wf�n• xi w 'I`- a r=...•.. r«.-.� '' *If �t�i 'u�"� ' ...�:.�:i 11.7 PANEL L �� B: 20.2 KVA �" !jot,' xix.-=..1; x rl „-qa . i", 13.3 7.9 C: 21.2 KVA ■ � k �- 4,.. � �r< , . 7-.1 is.• TOTAL 65.5 KVA © TIGARD - S,-7I~ +65" L- ' Fl L-48 ,.,4 k { r1 w r - Hjj; F OREGON I ';". xpk i« i �' 3 x i ..�'�rrrr, ': `k...'4r F r +... �' >• ' • �' _. : -`�, S,, ...j :: : t w. ..M �..4r. yi;k GFI �� . _. �. - - } 1 1 - - - I_.u� C+ v I - - _ ............III --- " - - L-•0 L-62 L-.4 L-66 +114 I 411 w I-...r-... .. III 114" 113 I , o - --- I I 11 - I I +65"- I I 165" 28 I I 28 I I -_.. II II - I 1 1 1 1 1 1 1:?;0 -1 -....... _ ►•,r 4 �- \�• ., k 1. � �.� l far t; l ►.''. t � .::2s-� N-.:\-c-: _, - . .„..7.!\,-0,:•,;- SEE COUNTER DETAIL ON THIS SHEET _ - • 30 L-5.2 cif 31 L-5.4 �Tr 31 I I 31 L_56 �`� ~`� 29 I I �rFOR CAMERAS 29 I II I`59 L-57 L-555 I (TYP. FOR 7) T/ 7� POWER PLAN: COUNTERS b I I \ _ O SCALE: 1/4"= r-0" og 30 • ... _ �'_ _ p • 6--_ .-_ .--_ 0 -_- -....,_-0 +114 �# 29 I I 0 0 0 0 0 0 0 000 0 0 L-58 �e 01 I I 29 30 29 30 29 30 29 3Q 29 30 29 30 � All measurements and items portrayed IlI �c on this sheet are deemed to be O 30 24 accurate by architect, however all L-50 32i bidding Contractors should field verify the actual conditions. Any changes to 0 the scope of work, and thus potential III AW III X11 1$"AFF 111 n 111 AW change orders, should be identified and _ u - - - communicated in your bid submittal to 1 ' 0 the General Contractor. I RECEPTACLE L-51 L-53 ABOVE WINDOW {TYP. FOR 4) 1 FOR SIGNAGE EXISTING 200A FEEDER, PROVIDE This drawing and the design shown is COORDINATE LOCATION NEUTRAL CONDUCTOR AND the property of the architect. The 0- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - - - - - - - - - 16_ AND QUANTITY OF NEUTRAL BUS IN PANEL "H" AS CIRCUITS REQUIRED. reproduction, copying or use of this drawing without their written consent is 11 O En prohibited and any infringement will be CT PANEL PANEL subject to legal action. CABINET "H" "L" TERM. CABINET - pE POWER PLAN EXISTING 200A I Job Number: 1803 SCALE: 1/8"= 1'-0" EXISTING SERVICE SWITCH XFMR A \O---________ (4) #250KCMIL, #4G, 2-1/2"C Date: 01.31.2018 I I GRADE co3 a Revisions: Eli O GROUND o EXISTING 800A, 2PER NEC �i 480/277V 30 SERVICE (3) #2, #6G, 1-1/2"C _ Revisions: M G 6 PARSONS Revisions: ELECTRICAL RISER DIAGRAM ENGINEERING, INC. POWER PLAN G SCALE: NO SCALE M - EXISTING TO REMAIN NASHVILLE,TENNESSEE W NEW WORK PARSONSENGINEERING.COM� Sheet Number: E2 . 0 a REFERENCE ONLY NOT APPROVED WITH THIS PERMIT VF-1 11111(1111 • EF-3 ; EF-4 „ = ri GENERAL ELECTRICAL NOTES • 16 ^-a 16 S -� •• I - .f. _• �'Y °{ It, OXFORD 1. VISIT PROJECT SITE BEFORE SUBMISSION OF BID AND BECOME FAMILIAR WITH a a EXISTING CONDITIONS, LOCATIONS OF UTILITIES, AND EXTENT OF DEMOLITION ARCHITECTURE �4- ONILNnov4 D i =DN.y1Ve REQUIRED. 0 3 WH-2 L-69 3NIHOVI z • ` , 2. INSTALL 1" CONDUIT FROM EACH TELEPHONE AND/OR DATA OUTLET TO ABOVE L-68 NEAREST ACCESSIBLE CEILING WITH AN INSULATED BUSHING ON EACH END. WHERE 1205 Paris Avenue Architecture • . ASSOCIATED AREAS ARE EXPOSED OR HAVE BEEN PROVIDED WITH HARD CEILINGS ` I PROVIDE 1" CONDUIT FROM OUTLET TO TERMINAL BOARD. PROVIDE PULL STRINGS Suite 205 Planning • , THROUGHOUT. Nashville, TN 37212 Interior Architecture N .. - 3. PROVIDE CONTROL POWER SOURCE FOR ALL STARTERS AND CONTROL PANELS NOT oouuuu� j • , . �< I • `.� _ . ,:- 0 �,�` SUPPLIED WITH CONTROL POWER TRANSFORMERS. INSTALL AND CONNECT ALL I ' . ■ . dry. CONTROL DEVICES IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 1 - H-7 \P� _ ' `X -�.-' '-' 4. VERIFY ELECTRICAL POWER REQUIREMENTS FOR ALL EQUIPMENT. PROVIDE n " �. ,', \� '`` CIRCUITS AND FUSES SIZED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. • : , �'r - 5. MAINTAIN CODE REQUIRED WORKING CLEARANCE AT ALL ELECTRICAL PANELS, ` DISCONNECT SWITCHES, AND STARTERS. ' EXISIING,:ISCONNEGT , \ % ._ l _ SCRAP • • `. ,' 1 - OIC • 6. PROVIDE DISCONNECT SWITCH FOR ANY HARDWIRED EQUIPMENT NOT SUPPLIED L-65 I R�_2 i WITH DISCONNECTING MEANS. DISCONNECT SHALL BE RATED FOR LOCATION EXISTING 1 r INSTALLED. y WP/GFI I 1 7. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR LOCATIONS AND CONTROL . 1 1 REQUIREMENTS FOR MECHANICAL EQUIPMENT AND FOR STARTERS, DISCONNECT L____I SWITCHES AND CONVENIENCE RECEPTACLES THAT MAY BE FURNISHED WITH THE EQUIPMENT. - 8. COORDINATE EXACT LOCATION OF ALL CEILING MOUNTED LIGHT FIXTURES WITH : ARCHITECTURAL DRAWINGS. PROVIDE FIXTURES COMPATIBLE WITH CEILING TYPE • INSTALLED. . 9. LIGHTING FIXTURES FOR EMERGENCY USE SHALL BE PROVIDED WITH INTEGRAL • / L J BATTERY. THOSE FIXTURES SHALL BE CIRCUITED SUCH THAT THEY AUTOMATICALLY i • r,ek SWITCH TO FULL BATTERY OPERATION UPON FAILURE OF UTILITY POWER TO CIRCUIT, ,• ., , ' INCLUDING THOSE "EMERGENCY FIXTURES" ATTACHED TO DIMMED LIGHTING CIRCUITS. , A - EXIT LIGHTS SHALL BE UNSWITCHED. /41, P m t�4 44 f pi,,/ , 10. ALL RECEPTACLES ON DEDICATED CIRCUITS SHALL BE RATED NO LESS THAN - .' / CIRCUIT OVERCURRENT DEVICE. ./ '!z;',, - / �`.,\ ,/ ` 11. ALL GROUND-FAULT CIRCUIT-INTERRUPTERS SHALL BE INSTALLED IN A READILY --- �� f . ACCESSIBLE LOCATION PER CODE. THIS MAY BE ACCOMPLISHED BY RECEPTACLES WITH Z/ _ 6 ' i' 1 / \ -.-.--. INTEGRAL GFI DEVICE GFI CIRCUIT BREAKERS OR PROVIDING A STAND ALONE GFI \-:, -,`' '�'i' °`1 / r, •,i DEVICE IN A READILY ACCESSIBLE LOCATION. �'` ^" • -- // 0 6'0 12.12. REMOVE ALL WIRING DEVICES AND LIGHTING FIXTURES FROM WALLS AND CEILINGS -..4„,:,, `i'� ,'1 � . / 70 ©�6> /' r�k2 AS REQUIRED BY ARCHITECTURAL MODIFICATIONS. • X21: 4 1.2..-."4",',..:.-•,:.� • 3 f ��j # / ' N 13. SPLICE AND EXTEND BRANCH CIRCUITS AS REQUIRED TO PROVIDE SERVICE TO - N. ALL WIRING DEVICES AND LIGHTING FIXTURES ON MODIFIED CIRCUITS. •• / © 14. EXTERIOR LIGHTING SHALL BE TURNED ON AT DUSK BY A PHOTOCELL, AND • ' ��, �`,' TURNED OFF AT A PRESET TIME BY A TIMESWITCH. PHOTOCELL SHALL BE MOUNTED ' •,9,-L, 4, MOTORIZED • ON BUILDING NEAR ROOF. TIMESWITCH SHALL BE MOUNTED ADJACENT TO ELECTRICAL • 7�P� /� LOUVER PANEL. TiMESWITCH SHALL BE SEVEN DAY WITH RESERVE POWER. N , , . , y,, , 15. ALL RACEWAYS ROUTED OVER ROOFTOPS SHALL BE DERATED PER CODE BASED ON • a0- ACTUAL MOUNTING HEIGHT ABOVE ROOF. (NEC 310.15 (B)(3)(C)) • r �WN-•1A 16. INTERLOCK EXHAUST FANS WITH LIGHTING CIRCUIT. PROVIDE OCCUPANCY SENSOR o, v m.��,.,f - H--1 EXISTING DISCONNECT TO CONTROL LIGHTS AND FAN. FAN SHALL BE CONTROLLED VIA 120V CONTACT AND LIGHTS • _ I SHALL BE CONTROLLED VIA RELAY. PROVIDE 120V CIRCUIT FOR FANS (L-67). 1 - H k K t :1,t41:-, I- { H 1 p `" 3 b + r H l ;4 ``" a�A�'��p ""�EppggE,1E11," i ,'i g,1[[ Il 2 „ 11':; 17. NOTE NOT USED. { f !�1 N e!I V f NNfLLI n1i EH IK . ...:_-4 K" H , , M H 1 K ' x ` "` -.,� •i °, .pi?, r .. 1` . ! _ ' k '1 } I 18. EXTEND EXISTING TELEPHONE SERVICE CONDUIT TO NEW TELEPHONE TERMINAL BOARD +�} f H{y 'gµv.� f1 pJ.w+�- 1, EI 1 i!i 14 hi iI{,1 [{ F �}ryry}ry}ry1111 16 ,5 if 1 d.di W4444' � . EL S: 1 1 � I �1 tt1�1 4,, , 01 4 III I..f i .. i LOCATION. F-2I µ I 19. PROVIDE A 4'X 8'X 3/4" PLYWOOD TELEPHONE TERMINAL BOARD WITH A #6 TIGARD - ....0 L-65 I RTU-1 1 L COPPER GROUND WIRE TO THE SERVICE ENTRANCE GROUND. : 0M EF-1 .._ EXISTING I 20. ALL PHONE AND DATA PROVIDED BY 4WP SUBCONTRACTORS. UNLESS NOTED OTHERWISE, PROVIDE OREGON 16 . , 1 b .4= ' .. . k „ + A 4"X4" BOX AT 1$"AFF WITH 3/4" CONDUIT WI1H PULL STRING UP 7p STRUCTURE ABOVE. .6 1.a 1 :«i H K ��M W M•- iia; 1' 'Iat -' + t',t1 '"416411- di 1,, y :4pli .. , r t 1--.........- RACEWAYS - �.,,,, . ::il' nt .I:.k, 1,.-q ! 21. UNLESS NOTED OTHERWISE, ALL EXISTING ELECTRICAL DEVICES, ELECTRICAL CONNECTIONS, _ ---_ I' a _ _ RACEWAYS AND WIRING TO BE REMOVED. THE EXISTING PANELBOARDS ARE TO REMAIN AS SHOWN. _� �r\ -� 22. HOIST POWER, MOUNT ON THE HOIST POST AND MAKE CONNECTION TO HOIST. PROVIDE 240 VOLT, i ' ------) 20 AMP SWITCH FOR LOCAL DISCONNECT, INSTALL IN THE 4"X4" BOX WITH THE HOIST RECEPTACLE. ;• PROVIDE UNISTRUT FOR MOUNTING BOXES ON THE POST. • . 23. MOUNT RECEPTACLES ON THE HOIST POST. PROVIDE 4"X4" BOX FOR RECEPTACLE AND HOIST -_ POWER DISCONNECT SWITCH. PROVIDE UNISTRUT FOR MOUNTING BOX ON THE POST. COORDINATE . MOUNTING HEIGHT WITH 4WP. , 1 24. SURFACE MOUNT TO BOTTOM OF STRUCTURE ABOVE. 25. PROVIDE 240 VOLT, 30 AMP, 3 POLE FUSED DISCONNECT SWITCH FOR AIR COMPRESSOR. . I MAKE CONNECTION TO THE AIR COMPRESSOR. I • __ .._._..,I I... 26. MOUNT ON TOP OF TRUSS. EXTEND 3/4" CONDUIT FROM DATA OUTLET WHERE SHOWN UP TO •- _ - -�-. STRUCTURE ABOVE. • A : [ 27. NOTE NOT USED. i �£1 28. SAWCUT AND PATCH FLOOR FOR CONDUITS TO COUNTERS. PROVIDE (1) 1" CONDUIT FOR POWER 1 i CIRCUITS AND (1) 2" CONDUIT FOR DATA CABLING. EXTEND DATA CONDUIT UP WALL BEHIND COUNTERS All measurements and items portrayed • ; TO STRUCTURE ABOVE. -�� -- 1 I on this sheet are deemed to be • . 29. SAWCUT AND PATCH FLOOR FOR CONDUITS TO FLOOR DISPLAYS/RECEPTACLES. accurate by architect, however all - ' bidding Contractors should field verify • WITH 30. INSTALL FLUSH IN FLOOR FOR FLOOR DISPLAYS. COORDINATE CONNECTION REQUIREMENTS the actualconditions.ditiAnychanges to • DISPLAY INSTALLER.• the scope of work, and thus potential 31. QUA LEX OUTLETS TO BE INSTALLED ON TOP OF TRUSS 6' IN FROM EACH END. - --= change orders, should be identified and IFl rk' II 11-11-11i II `� -- - - 32. QUAPLEX OUTLET TO BE INSTALLED ON TOP OF TRUSS. communicated in your bid submittal to � L.x..: the General Contractor. I This drawing and the design shown is the property of the architect. The 0 IIw reproduction, copying or use of this - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - drawing without their written consent is I prohibited and any infringement will be subject to legal action. HVAC POWER PLAN Job Number: 1803 SCALE: 1/8"= 1'-0" PE Date: 01.31.2018 Revisions: E a M w' Revisions: M C r ii) PARSONS Revisions: , INC. HVAC POWER PLAN 0 ENGINEERING NASHVILLE, TENNESSEE REFERENCE ONLY PARSONSENGINEERING.COM .Q NOT APPROVED WITH THIS PERMIT Sheet Number: E 3 . 0 a. VF-1 \11114111111111(110) ----------� EF-3J ®EF-4 © fF;� 16 41 ,6 'S 16. y> GENERAL ELECTRICAL NOTES OXFORD I 1. VISIT PROJECT SITE BEFORE SUBMISSION OF BID AND BECOME FAMILIAR WITH �� ;It�t^', EXISTING CONDITIONS, LOCATIONS OF UTILITIES, AND EXTENT OF DEMOLITION ARCHITECTURE �� F:•;Err•111a�rI3d; �r�N��a ' REQUIRED. 1 WH-2 L-69 ]NiHOW J � �1 _. I 2. INSTALL 1" CONDUIT FROM EACH TELEPHONE AND/OR DATA OUTLET TO ABOVE L-68 / NEAREST ACCESSIBLE CEILING WITH AN INSULATED BUSHING ON EACH END. WHERE 1205 Paris Avenue Architecture I ��/' . I f ASSOCIATED AREAS ARE EXPOSED OR HAVE BEEN PROVIDED WITH HARD CEILINGS Suits 205 Planning N. • I PROVIDE 1 CONDUIT FROM OUTLET TO TERMINAL BOARD. PROVIDE PULL STRINGS ekt I THROUGHOUT. Nashville, 7 12 Interigr Architecture --- • • L 3. PROVIDE CONTROL POWER SOURCE FOR ALL STARTERS AND CONTROL PANELS NOT ��` .� O`�'�'Z� SUPPLIED WITH CONTROL POWER TRANSFORMERS. INSTALL AND CONNECT ALL ` CONTROL DEVICES IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 7 �'� � ." -� •' 4. VERIFY ELECTRICAL POWER REQUIREMENTS FOR ALL EQUIPMENT. PROVIDE ' CIRCUITS AND FUSES SIZED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. \ 5. MAINTAIN CODE REQUIRED WORKING CLEARANCE AT ALL ELECTRICAL PANELS, ~`� EXISTING,.P SCONNECT‘ , DISCONNECT SWITCHES, AND STARTERS. `� /� W E;•, 6. PROVIDE DISCONNECT SWITCH FOR ANY HARDWIRED EQUIPMENT NOT SUPPLIED ` ' O I WITH DISCONNECTING MEANS. DISCONNECT SHALL BE RATED FOR LOCATION I `. ,' L-65 `. ,' ` ' RTU-2 EXISTING I r INSTALLED. . , ' WP/GFI I I 7. SEE MECHANICAL DRAWINGS AND SPECIFICATIONS FOR LOCATIONS AND CONTROL v 1 1 REQUIREMENTS FOR MECHANICAL EQUIPMENT AND FOR STARTERS, DISCONNECT L___, SWITCHES AND CONVENIENCE RECEPTACLES THAT MAY BE FURNISHED WITH THE EQUIPMENT. 8. COORDINATE EXACT LOCATION OF ALL CEILING MOUNTED LIGHT FIXTURES WITH ARCHITECTURAL DRAWINGS. PROVIDE FIXTURES COMPATIBLE WITH CEILING TYPE INSTALLED. ! 9. LIGHTING FIXTURES FOR EMERGENCY USE SHALL BE PROVIDED WITH INTEGRAL ' BATTERY. THOSE FIXTURES SHALL BE CIRCUITED SUCH THAT THEY AUTOMATICALLY I �'� '8tr SWITCH TO FULL BATTERY OPERATION UPON FAILURE OF UTILITY POWER TO CIRCUIT, `. INCLUDING SE "EMERGENCY FIXTURES" ATTACHED TO DIMMED LIGHTING CIRCUITS. , A • THo • ;' EXIT LIGHTS SHALL BE UNSWITCHED. p :�•� i / / / I 10. ALL RECEPTACLES ON DEDICATED CIRCUITS SHALL BE RATED NO LESS THAN ,• 1 CIRCUIT OVERCURRENT DEVICE. ,/�� '�';� �/ i i . cif 11. ALL GROUND-FAULT CIRCUIT-INTERRUPTERS SHALL BE INSTALLED IN A READILY ' ` ACCESSIBLE LOCATION PER CODE. THIS MAY BE ACCOMPLISHED BY RECEPTACLES WITH Ti � �' \�`N / � \ ? INTEGRAL GFI DEVICE, GFI CIRCUIT BREAKERS, OR PROVIDING A STAND ALONE GFI ° 1 'Il �`,\;� �.' DEVICE IN A READILY ACCESSIBLE LOCATION. •• `- ' ,'� � ' I � . / , , ' 0 �pfST 12. REMOVE ALL WIRING DEVICES AND LIGHTING FIXTURES FROM WALLS AND CEILINGS �' h'.:1''''.‘.,..:;-%„ f , ,' ;p ai2'X4, AS REQUIRED BY ARCHITECTURAL MODIFICATIONS. � ri-• - 31 Ile 1i.-----:71" I / 13. SPLICE AND EXTEND BRANCH CIRCUITS AS REQUIRED TO PROVIDE SERVICE TO 1,i, 1 :,_:_ ,,,: : / ' ALL WIRING DEVICES AND LIGHTING FIXTURES ON MODIFIED CIRCUITS. �i� �\_ ' �' © 14. EXTERIOR LIGHTING SHALL BE TURNED ON AT DUSK BY A PHOTOCELL, AND !p TURNED OFF AT A PRESET TIME BY A TIMESWITCH. PHOTOCELL SHALL BE MOUNTED � 6� _ ��" MOTORIZED ON BUILDING NEAR ROOF. 11MESWITCH SHALL BE MOUNTED ADJACENT TO ELECTRICAL yh LOUVER .,''' , .,.. a. 4, PANEL TIMESWITCH SHALL BE SEVEN DAY WITH RESERVE POWER � �,'''00� ' 1 i 15. ALL RACEWAYS ROUTED OVER ROOFTOPS SHALL BE DERATED PER CODE BASED ON 'k''9)'7 \ ACTUAL MOUNTING HEIGHT ABOVE ROOF. (NEC 310.15 (B)(3)(C)} WH-1 16. INTERLOCK EXHAUST FANS WITH LIGHTING CIRCUIT. PROVIDE OCCUPANCY SENSOR Your Truck &Jeep Accessory Superstore H-1 TO CONTROL LIGHTS AND FAN. FAN SHALL BE CONTROLLED VIA 120V CONTACT AND LIGHTS EXISTING DISCONNECT SHALL BE CONTROLLED VIA RELAY. PROVIDE 120V CIRCUIT FOR FANS (L-67). M7.......... - a {{'}+s4+ I,Fi++.+r...;.; + �+I€rt iw:-.yiFi,."' "-� dist ` � (,yfi lHelx� » i�1131111.3..., � M V 1 w . i H um, 1 p�yy�i.-.1=1.i.1, UH[[��, W ' 17. NOTE NOT USED. -1- F""UYI - t:" INS "IdY 1.86Y1 8 -INI"1NH .i 1N ' ... 90I�.1: `4 - _;ro.lw -_- HH,..,.^II =4- =-4-. _ I 18. EXTEND EXISTING TELEPHONE SERVICE CONDUIT TO NEW TELEPHONE TERMINAL BOARD lid/•g == R4 MIAHIR .. LOCATION. I 4w w4 sa...s-,, ,1,,''r.'r,ws ..1'`• , nowl"”"NX*."1:. glplpa .H M F-2 RTU-1 I I 19. PROVIDE A 4'X 8'X 3/4" PLYWOOD TELEPHONE TERMINAL BOARD WITH A #6 TIGARD, L-65 COPPER GROUND WIRE TO THE SERVICE ENTRANCE GROUND. . F_, _IEXISTING � L .. 1� 20. ALL PHONE AND DATA PROVIDED BY 4WP SUBCONTRACTORS. UNLESS NOTED OTHERWISE, PROVIDE OREGON 16 �- A 4"X4" BOX AT 18"AFF WITH 3/4" CONDUIT WITH PULL STRING UP TO STRUCTURE ABOVE. „m HHN"s"pp,l -B.Mfl 41H1"NH1NiW - NdHNIM1 H1461fl11 �.-1 --NfHNN I-yslg6pl - - I - HIMHY3M.ppI - IIlUYMpILXfRIF pNHMMYHI9 Iff"fihll ,Is,pHp� - I ... r ' `'4 t -- IH- IP, y-. `r ,93g1H¢i`1:4SAi 1 H.IHHHf +y,;74 ..... H+ :tN i Yr»M!1 .NI,,,4.,:i� H-y.�1 to - .H 9HIMiN11MHHif1l1 9.twq�feNtl��k`I.MWM;ui9 1'H:f311tlN�1 '�' , f&�tw H- .' ,=;,I'INF 4 21. UNLESS NOTED OTHERWISE, ALL EXISTING ELECTRICAL DEVICES, ELECTRICAL CONNECTIONS, RACEWAYS AND WIRING TO BE REMOVED. THE EXISTING PANELBOARDS ARE TO REMAIN AS SHOWN. --A''-' ~ we 22. HOIST POWER, MOUNT ON THE HOIST POST AND MAKE CONNECTION TO HOIST. PROVIDE 240 VOLT, 20 AMP SWITCH FOR LOCAL DISCONNECT, INSTALL IN THE 4"X4" BOX WITH THE HOIST RECEPTACLE. PROVIDE UNISTRUT FOR MOUNTING BOXES ON THE POST. - ' 23. MOUNT RECEPTACLES ON THE HOIST POST. PROVIDE 4"X4" BOX FOR RECEPTACLE AND HOIST POWER DISCONNECT SWITCH. PROVIDE UNISTRUT FOR MOUNTING BOX ON THE POST. COORDINATE �» _� o. =�\ .: ' ate_.\ro. .b=-�^�, MOUNTING HEIGHT WITH 4WP. : 24. SURFACE MOUNT TO BOTTOM OF STRUCTURE ABOVE. I 25. PROVIDE 240 VOLT, 30 AMP, 3 POLE FUSED DISCONNECT SWITCH FOR AIR COMPRESSOR. MAKE CONNECTION TO THE AIR COMPRESSOR. 26. MOUNT ON TOP OF TRUSS. EXTEND 3/4" CONDUIT FROM DATA OUTLET WHERE SHOWN UP TO REFERENCE ONLY STRUCTURE ABOVE. NOT APPROVED WITH THIS PERMi. I 27. NOTE NOT USED. 28. SAWCUT AND PATCH FLOOR FOR CONDUITS TO COUNTERS. PROVIDE (1) 1" CONDUIT FOR POWER CIRCUITS AND (1) 2" CONDUIT FOR DATA CABLING. EXTEND DATA CONDUIT UP WALL BEHIND COUNTERS All measurements and items portrayed _ TO STRUCTURE ABOVE. on this sheet are ee 29. SAWCUT AND PATCH FLOOR FOR CONDUITS TO FLOOR DISPLAYS/RECEPTACLES. accurate by architect, however all 30. INSTALL FLUSH IN FLOOR FOR FLOOR DISPLAYS. COORDINATE CONNECTION REQUIREMENTS WITH bidding Contractors should field verify the actual conditions. Anychanges to DISPLAY INSTALLER. the scope of work, and thus potential 31. QUADPLEX OUTLETS TO BE INSTALLED ON TOP OF' TRUSS 6' IN FROM EACH END. change orders, should be identified and - ,t)- ) 41 rii 32. QUAPLEX OUTLET TO BE INSTALLED ON TOP OF TRUSS. communicated in your bid submittal to - - I the General Contractor. 1 This drawing and the design shown is the property of the architect. The 40_ . reproduction, copying or use of this drawing without their written consent is prohibited and any infringement will be 11 subject to legal action. I HVAC POWER PLAN Job Number: 1803 SCALE: 1/8"= 1'-0" PE Date: 01.31.2018 ,;F=11 Revisions: m 5 � 1 Revisions: M O r b7 PARSONSC Revisions: a ENGINEERING, INC. HVAC POWER PLAN el NASHVILLE,TENNESSEE PARSONSENGINEERING.COM REFERENCE ONLY Sheet Number: E U , O U Q7 O. NOT APPROVED WITH THIS PERMIT O. ELECTRICAL SPECIFICATIONS \\(111111 ) SECTION 16000 GENERAL PROVISIONS 2.03 WIRING DEVICES 3.03 DEMOLITION PART 1 GENERAL A. WALL SWITCHES: AC GENERAL USE SNAP SWITCH WITH TOGGLE HANDLE, A. REMOVE AND DISPOSE OF EQUIPMENT, CONDUIT, WIRE, DEVICES, LIGHTING 1.01 REFERENCE STANDARDS SPECIFICATION GRADE, 20 AMPERES, 120-277 VOLTS. FIXTURES, AND OTHER EQUIPMENT AS INDICATED OR REQUIRED DUE TO ARCHITECTURAL MODIFICATIONS. p OvEOD A. NFPA 70 NATIONAL ELECTRICAL CODE B. WALL DIMMER SWITCHES, APPROPRIATE FOR LED APPLICATIONS WHERE INDICATED. ARCHITECTURE C. WALL OCCUPANCY SENSORS, DUAL TECHNOLOGY (PASSIVE INFRARED AND ULTRASONIC). B. NFPA 101 LIFE SAFETY CODE COMBINATION DIMMING TYPE WHERE INDICATED. SECTION 16500 LIGHTING C. ALL OTHER APPLICABLE STATE AND LOCAL CODES. D. CEILING MOUNTED OCCUPANCY SENSORS, DUAL TECHNOLOGY (PASSIVE INFRARED AND ULTRASONIC). PART 1 GENERAL 1205 Paris Avenue Architecture PROVIDE POWER PACKS AND/OR RELAYS WHERE REQUIRED BY VENDOR. Suite 205 Planning 1.02 SUBMITTALS 1.01 SUBMITTALS E. CEILING MOUNTED DAYLIGHT SENSORS. Nashville, TN 37212 Interior Architecture A. SHOP DRAWINGS: A. LIGHTING FIXTURES F. RECEPTACLES: TYPE 5-15R, UNLESS INDICATED OTHERWISE, SPECIFICATION 1. SUBMIT FOR APPROVAL, PRIOR TO INSTALLATION, SIX COPIES OF GRADE. DUPLEX RECEPTACLES ON DEDICATED CIRCUITS SHALL BE NEMA TYPE 5-20R. PART 2 PRODUCTS COMPLETE DESCRIPTIVE DATA ON ALL EQUIPMENT AND SYSTEMS AS REQUIRED BY OTHER OUTDOOR RECEPTACLES SHALL BE WEATHER RESISTANT. DEVICE COLOR TO BE SELECTED SECTIONS OF THIS SPECIFICATION. CLEARLY INDICATE ALL PROPOSED SUBSTITUTIONS BY ARCHITECT. 2.01 GENERAL AND DEVIATIONS FROM DRAWINGS AND SPECIFICATIONS. G. COVERPLATES A. PROVIDE LIGHTING FIXTURES AS SPECIFIED ON LIGHTING FIXTURE SCHEDULE 2. CHECK ALL SUBMITTALS FOR CLEARANCES AND COORDINATION WITH OTHER OF SIZES, TYPES, RATINGS, AND WITH FEATURES INDICATED. SUBSTITUTIONS SHALL TRADES. SUBMITTALS SHALL BE CERTIFIED, BY THE CONTRACTOR'S APPROVAL STAMP, 1. INDOOR: NYLON, COLOR TO BE SELECTED BY ARCHITECT. BE EQUAL IN PERFORMANCE AND APPEARANCE TO FIXTURES LISTED. THAT ALL CONDITIONS HAVE BEEN CHECKED AND THAT NO CONFLICTS EXIST. 2. OUTDOOR: PAINTED, CAST ALUMINUM, WEATHERPROOF WHILE IN USE TYPE. B. SUBSTITUTE LIGHTING FIXTURES SHALL NOT INCREASE TOTAL LIGHTING LOAD B. RECORD DRAWINGS IN WATTS. 2.04 IDENTIFICATION 1. SUBMIT, TO THE OWNER, RECORD DRAWINGS SHOWING FIELD CHANGES C. FIXTURES SHALL BE COMPLETE WITH LAMPS, DRIVERS, BALLASTS, AND ALL MARKED IN RED. A. PROVIDE LAMINATED PLASTIC TAGS FOR ALL PANELBOARDS AND DISCONNECT PARTS, HARDWARE, AND ACCESSORIES FOR INSTALLATION AND PROPER OPERATION. SWITCHES. TAGS SHALL COMPLETELY IDENTIFY EQUIPMENT MARKED OR CONTROLLED. 1.03 COORDINATION 2.02 LAMPS PART 3 EXECUTION A. UTILITY COMPANIES A. FLUORESCENT LAMPS: T8 TYPE BY GENERAL ELECTRIC OR PHILIPS. 3.01 RACEWAYS 1. COORDINATE WITH UTILITY COMPANIES FOR SPECIFIC REQUIREMENTS FOR B. INCANDESCENT LAMPS: 130 VOLT, LONG-LIFE TYPE WITH A MINIMUM RATED ELECTRICAL POWER AND TELEPHONE SERVICE. A. ALL RACEWAYS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' LIFE OF 2,000 HOURS, BY GENERAL ELECTRIC OR PHILIPS. INSTRUCTIONS. 2. INSTALL ELECTRICAL SERVICE IN ACCORDANCE WITH CURRENT UTILITY C. HIGH INTENSITY DISCHARGE LAMPS: COMPANY REQUIREMENTS. B. PERMITTED USAGE: 1. METAL HALIDE - PULSE START WITH UV REDUCTION COATING BY GENERAL B. OTHER TRADES 1. ALL INTERIOR RACEWAYS SHALL BE GALVANIZED ELECTRICAL METALLIC ELECTRIC OR PHILIPS. LAMPS IN OPEN FIXTURES SHALL BE RATED FOR OPEN USE. TUBING (EMT). 1. COORDINATE WITH MECHANICAL DRAWINGS FOR POWER AND CONTROL 2. HIGH PRESSURE SODIUM - BY GENERAL ELECTRIC OR PHILIPS. / in, "L- t REQUIREMENTS FOR THE SPECIFIC EQUIPMENT TO BE INSTALLED AND FOR EQUIPMENT 2. RACEWAYS UNDERGROUND, EXPOSED TO EXTERIOR, OR CAST IN CONCRETE rfI!* e"'j SUCH AS STARTERS AND DISCONNECT SWITCHES THAT MAY BE FURNISHED WITH THE SHALL BE GALVANIZED RIGID STEEL CONDUIT (RCS) OR SCHEDULE 40 PVC. D. LIGHT EMITTING DIODE (LED) LAMPS: �� t , '+ ,- EQUIPMENT. Jr" _'. z C. INSTALLATION: 1. LUMEN OUTPUT ASSOCIATED WITH LED LIGHT FIXTURES SHALL AS MEASURED BY i s c:43 r 1.04 WORK INCLUDED IESNA STANDARD LM-79-08 IN AN ACCREDITED LAB. EXACT TESTED LUMEN OUTPUT SHALL 1. IN LONG RACEWAYS FURNISH AND INSTALL THE PROPER NUMBER AND SIZE BE CLEARLY NOTED ON SUBMITTALS. ii,/ , A. THE WORK OF THIS SECTION INCLUDES FURNISHING OF LABOR AND MATERIALS PULL BOXES TO FACILITATE INSTALLATION OF CONDUCTORS. - "' '', AS REQUIRED FOR MODIFICATIONS TO AN EXISTING ELECTRICAL DISTRIBUTION SYSTEM 2. INDIVIDUAL LEDS SHALL BE CONNECTED SUCH THAT CATASTROPHIC LOSS OR ,i.s:.•, �1' ` INCLUDING DEMOLITION, FEEDERS, PANELBOARDS, BRANCH CIRCUITS, LIGHTING, AND 2. INSTALL SEPARATE GROUNDING CONDUCTOR IN EACH RACEWAY. THE FAILURE OF ONE LED WILL NOT RESULT IN THE LOSS OF THE ENTIRE LUMINAIRE. �; ,R', "' CONNECTIONS TO ALL EQUIPMENT REQUIRING ELECTRICAL POWER. '"L,.-A w�f� 3. PROVIDE RIGID GALVANIZED STEEL ELBOWS AND VERTICAL SECTIONS FOR 2.03 FLUORESCENT BALLASTS ��--� t 1.05 DRAWINGS RUNS OF PVC CONDUIT ENTERING GROUND OR FLOOR IN UNPROTECTED LOCATIONS. ` E-...::: ;,,, _ _.fir t A. ELECTRONIC TYPE, BY ADVANCE OR UNIVERSAL A. THE DRAWINGS ARE PARTLY DIAGRAMMATIC AND DO NOT SHOW IN DETAIL ALL 3.02 WIRES AND CABLES REQUIRED FEATURES OF THE WORK NOR CONCEALED CONDITIONS. THEY SHALL BE 2.04 FLUORESCENT EMERGENCY BATTERY SYSTEMS SUPPLEMENTED BY THE CONTRACTOR'S KNOWLEDGE AND EXPERIENCE. A. CONDUCTORS SHOWN ON DRAWINGS AS SIZED FOR COPPER UNLESS NOTED OTHERWISE. WHEN USING ALUMINUM, SIZE FOR EQUAL OR GREATER AMPACITY, A. MINIMUM 1000 LUMENS. PART 2 PRODUCTS AND RESIZE CONDUIT AS REQUIRED. PART 3 EXECUTION 2.01 GENERAL B. ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT EXCEPT AS PERMITTED BELOW. 3.01 GENERAL A. ALL ELECTRICAL EQUIPMENT INSTALLED SHALL BEAR THE UL LABEL EXCEPT L WHERE UL DOES NOT LABEL SUCH EQUIPMENT. C. BRANCH CIRCUITS RUN CONCEALED IN WALLS OR CEILINGS AND RATED AT 20 A. INSTALL FIXTURES AS INDICATED ON DRAWINGS. REFER TO REFLECTED CEILING Superstore Your Truck Sc ierB ACC AMPS MAY BE TYPE MC CABLE. PLAN FOR EXACT LOCATIONS. pOSS©rY oma_ ss _� 2.02 GUARANTEE D. LOW VOLTAGE CONTROL AND SIGNAL CABLE MAY BE RUN OPEN WHEN CONCEALED A. FURNISH A WRITTEN GUARANTEE THAT ALL EQUIPMENT FURNISHED AND INSTALLED ABOVE ACCESSIBLE CEILINGS. CABLES AND CABLE SUPPORTS INSTALLED IN AIR PLENUMS END OF ELECTRICAL SPECIFICATIONS WILL BE FREE OF DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF 1 YEAR MUST BE PLENUM RATED. OPEN WIRING SHALL BE SUPPORTED FROM STRUCTURE. FROM DATE OF ACCEPTANCE OF THE WORK BY THE OWNER. PROMPTLY REPLACE AND REPAIR ALL DEFECTIVE EQUIPMENT AND ALL OTHER EQUIPMENT DAMAGED THEREBY AT NO ADDITIONAL COST TO THE OWNER. SECTION 16400 SERVICE AND DISTRIBUTION TIGARD, PART 3 EXECUTION PART 1 GENERAL 3.01 GENERAL 1.01 SUBMITTALS OREGON A. VISIT PROJECT 517E BEFORE SUBMISSION OF BID AND BECOME FAMILIAR WITH EXISTING CONDITIONS AND LOCATIONS OF EXISTING UTILITIES. A. PANELBOARDS B. THE ENTIRE INSTALLATION SHALL BE MADE IN A NEAT MANNER BY PERSONS B. DISCONNECT SWITCHES SKILLED IN THE ELECTRICAL TRADE AND SHALL BE IN ACCORDANCE WITH THE REFERENCE STANDARDS LISTED ABOVE. C. FUSES C. MAKE POWER CONNECTIONS TO AIR CONDITIONING EQUIPMENT AND OWNER PART 2 PRODUCTS FURNISHED EQUIPMENT. FURNISH AND INSTALL ALL ASSOCIATED RECEPTACLES AND DISCONNECT SWITCHES. FUSE SIZES FOR DISCONNECT SWITCHES SHALL BE AS 2.01 PANELBOARDS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. A. CIRCUIT BREAKER TYPE AS DESCRIBED ON THE PANEL SCHEDULES. PANELBOARDS D. FURNISH AND INSTALL CONDUIT AND WIRE FOR AIR CONDITIONING CONTROL SHALL BE RATED FOR THE SHORT CIRCUIT INTERRUPTING CAPACITY INDICATED AND SERIES EQUIPMENT. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND REQUIREMENTS. COMBINATION RATINGS MUST BE UL RECOGNIZED. LOAD CENTER TYPE PANELBOARDS ARE NOT ACCEPTABLE. APPROVED MANUFACTURERS ARE CUTLER-HAMMER, GENERAL ELECTRIC, 3.02 TESTING SIEMENS, AND SQUARE D. A. ALL SYSTEMS AND EQUIPMENT INSTALLED SHALL BE COMPLETELY TESTED AND 2.02 DISCONNECT SWITCHES SHALL BE LEFT IN GOOD WORKING ORDER. A. FUSIBLE OR NONFUSIBLE QUICK-MAKE, QUICK-BREAK, LOAD INTERRUPTER ENCLOSED KNIFE SWITCH WITH EXTERNALLY OPERABLE HANDLE INTERLOCKED TO PREVENT OPENING FRONT COVER WITH SWITCH IN "ON" POSITION. APPROVED MANUFACTURERS ARE SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS CUTLER-HAMMER, GENERAL ELECTRIC, SIEMENS, AND SQUARE D. PART 1 GENERAL 2.03 FUSES All measurements and items portrayed on this sheet are deemed to be NOT APPLICABLE A. FUSES RATED ABOVE 600 AMPS SHALL BE UL CLASS L EQUAL TO BUSSMAN LOW- PEAK KRP-C. FUSES RATED AT 600 AMPS AND BELOW SHALL BE UL CLASS RK1 EQUAL TO accurate by architect, however all PART 2 PRODUCTS BUSSMAN LOW-PEAK LPN-RK (250 VOLT) OR LPS-RK (600 VOLT), bidding Contractors should field verify 2.01 RACEWAYS the actual conditions. Any changes to PART 3 EXECUTION the scope of work, and thus potential A. RIGID STEEL CONDUIT change orders, should be identified and 3.01 GENERAL B. ELECTRICAL METALLIC TUBING communicated in your bid submittal to A. MAINTAIN CODE REQUIRED WORKING CLEARANCES AROUND ALL ELECTRICAL the General Contractor. C. POLYVINYLCHLORIDE CONDUIT EQUIPMENT. COORDINATE INSTALLATION WITH ARCHITECTURAL FEATURES, PIPING LOCATIONS, AND DUCTWORK. 2.02 WIRES AND CABLES B. ELECTRICAL EQUIPMENT SUCH AS SWITCHBOARDS, PANELBOARDS, INDUSTRIAL This drawing and the design shown is A. SERVICE AND FEEDERS: COPPER, 600 VOLT, TYPE THHN OR THWN INSULATION OR CONTROL PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS, THAT the property of the architect. The ALUMINUM CONDUCTOR, 600 VOLT, TYPE XHHW-2 INSULATION. SIZES INDICATED ON ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE p P Y DRAWINGS ARE FOR COPPER. WHILE ENERGIZED SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL reproduction, copying or use of this ELECTRIC ARC HAZARDS. THE MARKING SHALL BE LOCATED AS TO BE CLEARLY VISIBLE drawingwithout their written consent is B. BRANCH CIRCUIT WIRES: COPPER CONDUCTOR, 600 VOLT, TYPE THHN OR THWN TO QUALIFIED PERSONS BEFORE EAXMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE INSULATION. OF THE EQUIPMENT. prohibited and any infringement will be C. BRANCH CIRCUIT CABLES: COPPER CONDUCTOR, 600 VOLT, TYPE MC WITH 3.02 PANELBOARDS subject to legal action. INSULATED EQUIPMENT GROUNDING CONDUCTOR. A. INSTALL NEW PANELBOARDS AS INDICATED. D. CONTROL CIRCUIT CABLES: COPPER CONDUCTOR, NO.14 AWG, TYPE THHN, OR AS REQUIRED BY EQUIPMENT MANUFACTURER. B. ALL PANELS SHALL HAVE ENGRAVED PLASTIC LABELS AND TYPEWRITTEN Job Number: 1803 DIRECTORIES. DIRECTORIES SHALL DESCRIBE LOAD FOR EACH BRANCH CIRCUIT. Date: 01.31.2018 cy, PE m Revisions: 0 4 Lu CI Revisions: CD0 Revisions:co 6 PARSONS 0 ENGINEERING, INC. SPECIFiCATONS M REFERENCE Q1�JZ,y NASHVILLE, TENNESSEE • NOT APPROVED WITH THIS PE PARSONSENGINEERING.COM U ai RMIT .o Sheet Number: E4 . 0 a ELECTRICAL SPECIFICATIONS \44110) SECTION 16000 GENERAL PROVISIONS 2.03 WIRING DEVICES 3.03 DEMOLITION PART 1 GENERAL A. WALL SWITCHES: AC GENERAL USE SNAP SWITCH WITH TOGGLE HANDLE, A. REMOVE AND DISPOSE OF EQUIPMENT, CONDUIT, WIRE, DEVICES, LIGHTING SPECIFICATION GRADE, 20 AMPERES, 120-277 VOLTS. FIXTURES, AND OTHER EQUIPMENT AS INDICATED OR REQUIRED DUE TO ARCHITECTURAL OXFORD 1.01 REFERENCE STANDARDS MODIFICATIONS. A. NFPA 70 NATIONAL ELECTRICAL CODE B. WALL DIMMER SWITCHES, APPROPRIATE FOR LED APPLICATIONS WHERE INDICATED. ARCHITECTURE C. WALL OCCUPANCY SENSORS, DUAL TECHNOLOGY (PASSIVE INFRARED AND ULTRASONIC). B. NFPA 101 LIFE SAFETY CODE COMBINATION DIMMING TYPE WHERE INDICATED. SECTION 16500 LIGHTING C. ALL OTHER APPLICABLE STATE AND LOCAL CODES. D. CEILING MOUNTED OCCUPANCY SENSORS, DUAL TECHNOLOGY (PASSIVE INFRARED AND ULTRASONIC). PART 1 GENERAL 1205 Paris Avenue Architecture PROVIDE POWER PACKS AND/OR RELAYS WHERE REQUIRED BY VENDOR. Suite 205 Planning 1.02 SUBMITTALS 1.01 SUBMITTALS E. CEILING MOUNTED DAYLIGHT SENSORS. Nashville, TN 37212 Interior Architecture A. SHOP DRAWINGS: A. LIGHTING FIXTURES F. RECEPTACLES: TYPE 5-15R, UNLESS INDICATED OTHERWISE, SPECIFICATION 1. SUBMIT FOR APPROVAL, PRIOR TO INSTALLATION, SIX COPIES OF GRADE. DUPLEX RECEPTACLES ON DEDICATED CIRCUITS SHALL BE NEMA TYPE 5-20R. PART 2 PRODUCTS COMPLETE DESCRIPTIVE DATA ON ALL EQUIPMENT AND SYSTEMS AS REQUIRED BY OTHER OUTDOOR RECEPTACLES SHALL BE WEATHER RESISTANT. DEVICE COLOR TO BE SELECTED SECTIONS OF THIS SPECIFICATION. CLEARLY INDICATE ALL PROPOSED SUBSTITUTIONS BY ARCHITECT. 2.01 GENERAL AND DEVIATIONS FROM DRAWINGS AND SPECIFICATIONS. G. COVERPLATES A. PROVIDE LIGHTING FIXTURES AS SPECIFIED ON LIGHTING FIXTURE SCHEDULE 2. CHECK ALL SUBMITTALS FOR CLEARANCES AND COORDINATION WITH OTHER OF SIZES, TYPES, RATINGS, AND WIN FEATURES INDICATED. SUBSTITUTIONS SHALL TRADES. SUBMITTALS SHALL BE CERTIFIED, BY THE CONTRACTOR'S APPROVAL STAMP, 1. INDOOR: NYLON, COLOR TO BE SELECTED BY ARCHITECT. BE EQUAL IN PERFORMANCE AND APPEARANCE TO FIXTURES LISTED. THAT ALL CONDITIONS HAVE BEEN CHECKED AND THAT NO CONFLICTS EXIST. 2. OUTDOOR: PAINTED, CAST ALUMINUM, WEATHERPROOF WHILE IN USE TYPE. B. SUBSTITUTE LIGHTING FIXTURES SHALL NOT INCREASE TOTAL LIGHTING LOAD B. RECORD DRAWINGS IN WATTS. 2.04 IDENTIFICATION 1. SUBMIT, TO THE OWNER, RECORD DRAWINGS SHOWING FIELD CHANGES C. FIXTURES SHALL BE COMPLETE WITH LAMPS, DRIVERS, BALLASTS, AND ALL MARKED IN RED. A. PROVIDE LAMINATED PLASTIC TAGS FOR ALL PANELBOARDS AND DISCONNECT PARTS, HARDWARE, AND ACCESSORIES FOR INSTALLATION AND PROPER OPERATION. SWITCHES. TAGS SHALL COMPLETELY IDENTIFY EQUIPMENT MARKED OR CONTROLLED. 1.03 COORDINATION 2.02 LAMPS PART 3 EXECUTION A. UTILITY COMPANIES A. FLUORESCENT LAMPS: T8 TYPE BY GENERAL ELECTRIC OR PHILIPS. 3.01 RACEWAYS 1. COORDINATE WITH UTILITY COMPANIES FOR SPECIFIC REQUIREMENTS FOR B. INCANDESCENT LAMPS: 130 VOLT, LONG-LIFE TYPE WITH A MINIMUM RATED ELECTRICAL POWER AND TELEPHONE SERVICE. A. ALL RACEWAYS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' LIFE OF 2,000 HOURS, BY GENERAL ELECTRIC OR PHILIPS. INSTRUCTIONS. 2. INSTALL ELECTRICAL SERVICE IN ACCORDANCE WITH CURRENT UTILITY C. HIGH INTENSITY DISCHARGE LAMPS: COMPANY REQUIREMENTS. B. PERMITTED USAGE: 1. METAL HALIDE - PULSE START WITH UV REDUCTION COATING BY GENERAL B. OTHER TRADES 1. ALL INTERIOR RACEWAYS SHALL BE GALVANIZED ELECTRICAL METALLIC ELECTRIC OR PHILIPS. LAMPS IN OPEN FIXTURES SHALL BE RATED FOR OPEN USE. TUBING (EMT). 1. COORDINATE WITH MECHANICAL DRAWINGS FOR POWER AND CONTROL 2. HIGH PRESSURE SODIUM - BY GENERAL ELECTRIC OR PHILIPS. / � REQUIREMENTS FOR THE SPECIFIC EQUIPMENT TO BE INSTALLED AND FOR EQUIPMENT 2. RACEWAYS UNDERGROUND, EXPOSED TO EXTERIOR, OR CAST IN CONCRETE 1y7,:t 4/ SUCH AS STARTERS AND DISCONNECT SWITCHES THAT MAY BE FURNISHED WITH THE SHALL BE GALVANIZED RIGID STEEL CONDUIT (RGS) OR SCHEDULE 40 PVC. D. LIGHT EMITTING DIODE (LED) LAMPS: „ ;01 EQUIPMENT. ./ '.. C. INSTALLATION: 1. LUMEN OUTPUT ASSOCIATED WITH LED LIGHT FIXTURES SHALL AS MEASURED BY , 1 = 1.04 WORK INCLUDED IESNA STANDARD LM-79-08 IN AN ACCREDITED LAB. EXACT TESTED LUMEN OUTPUT SHALL �f 1. IN LONG RACEWAYS FURNISH AND INSTALL THE PROPER NUMBER AND SIZE BE CLEARLY NOTED ON SUBMITTALS. Zi/9 //5 A. THE WORK OF THIS SECTION INCLUDES FURNISHING OF LABOR AND MATERIALS PULL BOXES TO FACILITATE INSTALLATION OF CONDUCTORS. AS REQUIRED FOR MODIFICATIONS TO AN EXISTING ELECTRICAL DISTRIBUTION SYSTEM 2. INDIVIDUAL LEDS SHALL BE CONNECTED SUCH THAT CATASTROPHIC LOSS OR INCLUDING DEMOLITION, FEEDERS, PANELBOARDS, BRANCH CIRCUITS, LIGHTING, AND 2. INSTALL SEPARATE GROUNDING CONDUCTOR IN EACH RACEWAY. THE FAILURE OF ONE LED WILL NOT RESULT IN THE LOSS OF THE ENTIRE LUMINAIRE. CONNECTIONS TO ALL EQUIPMENT REQUIRING ELECTRICAL POWER. 3. PROVIDE RIGID GALVANIZED STEEL ELBOWS AND VERTICAL SECTIONS FOR 2.03 FLUORESCENT BALLASTS 1.05 DRAWINGS RUNS OF PVC CONDUIT ENTERING GROUND OR FLOOR IN UNPROTECTED LOCATIONS. A. ELECTRONIC TYPE, BY ADVANCE OR UNIVERSAL. A. THE DRAWINGS ARE PARTLY DIAGRAMMATIC AND DO NOT SHOW IN DETAIL ALL 3.02 WIRES AND CABLES .. REQUIRED FEATURES OF THE WORK NOR CONCEALED CONDITIONS. THEY SHALL BE 2.04 FLUORESCENT EMERGENCY BATTERY SYSTEMS SUPPLEMENTED BY THE CONTRACTOR'S KNOWLEDGE AND EXPERIENCE. A. CONDUCTORS SHOWN ON DRAWINGS AS SIZED FOR COPPER UNLESS NOTED OTHERWISE. WHEN USING ALUMINUM, SIZE FOR EQUAL OR GREATER AMPACITY, A. MINIMUM 1000 LUMENS. PART 2 PRODUCTS AND RESIZE CONDUIT AS REQUIRED. PART 3 EXECUTION 2.01 GENERAL B. ALL POWER WIRING SHALL BE INSTALLED IN CONDUIT EXCEPT AS PERMITTED BELOW. 3.01 GENERAL _, Alp k .� A. ALL ELECTRICAL EQUIPMENT INSTALLED SHALL BEAR THE UL LABEL EXCEPT WHERE UL DOES NOT LABEL SUCH EQUIPMENT. C. BRANCH CIRCUITS RUN CONCEALED IN WALLS OR CEILINGS AND RATED AT 20 A. INSTALL FIXTURES AS INDICATED ON DRAWINGS. REFER TO REFLECTED CEILING AMPS MAY BE TYPE MC CABLE. PLAN FOR EXACT LOCATIONS. Your Truck&Jeep Accessor`i Superstore 2.02 GUARANTEE D. LOW VOLTAGE CONTROL AND SIGNAL CABLE MAY BE RUN OPEN WHEN CONCEALED A. FURNISH A WRITTEN GUARANTEE THAT ALL EQUIPMENT FURNISHED AND INSTALLED ABOVE ACCESSIBLE CEILINGS. CABLES AND CABLE SUPPORTS INSTALLED IN AIR PLENUMS END OF ELECTRICAL SPECIFICATIONS WILL BE FREE OF DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD OF 1 YEAR MUST BE PLENUM RATED. OPEN WIRING SHALL BE SUPPORTED FROM STRUCTURE. FROM DATE OF ACCEPTANCE OF THE WORK BY THE OWNER. PROMPTLY REPLACE AND REPAIR ALL DEFECTIVE EQUIPMENT AND ALL OTHER EQUIPMENT DAMAGED THEREBY AT NO ADDITIONAL COST TO THE OWNER. SECTION 16400 SERVICE AND DISTRIBUTION TIGARD,PART 3 EXECUTION 3.01 GENERAL PART 1 GENERAL 1.01 SUBMITTALS OREGON A. VISIT PROJECT SITE BEFORE SUBMISSION OF BID AND BECOME FAMILIAR WITH EXISTING CONDITIONS AND LOCATIONS OF EXISTING UTILITIES. A. PANELBOARDS B. THE ENTIRE INSTALLATION SHALL BE MADE IN A NEAT MANNER BY PERSONS B. DISCONNECT SWITCHES SKILLED IN THE ELECTRICAL TRADE AND SHALL BE IN ACCORDANCE WITH THE REFERENCE STANDARDS LISTED ABOVE. C. FUSES C. MAKE POWER CONNECTIONS TO AIR CONDITIONING EQUIPMENT AND OWNER PART 2 PRODUCTS FURNISHED EQUIPMENT. FURNISH AND INSTALL ALL ASSOCIATED RECEPTACLES AND DISCONNECT SWITCHES. FUSE SIZES FOR DISCONNECT SWITCHES SHALL BE AS 2.01 PANELBOARDS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. A. CIRCUIT BREAKER TYPE AS DESCRIBED ON THE PANEL SCHEDULES. PANELBOARDS D. FURNISH AND INSTALL CONDUIT AND WIRE FOR AIR CONDITIONING CONTROL SHALL BE RATED FOR THE SHORT CIRCUIT INTERRUPTING CAPACITY INDICATED AND SERIES EQUIPMENT. SEE MECHANICAL DRAWINGS FOR LOCATIONS AND REQUIREMENTS. COMBINATION RATINGS MUST BE UL RECOGNIZED. LOAD CENTER TYPE PANELBOARDS ARE NOT ACCEPTABLE. APPROVED MANUFACTURERS ARE CUTLER-HAMMER, GENERAL ELECTRIC, 3.02 TESTING SIEMENS, AND SQUARE D. A. ALL SYSTEMS AND EQUIPMENT INSTALLED SHALL BE COMPLETELY TESTED AND 2.02 DISCONNECT SWITCHES SHALL BE LEFT IN GOOD WORKING ORDER. A. FUSIBLE OR NONFUSIBLE QUICK-MAKE, QUICK-BREAK, LOAD INTERRUPTER ENCLOSED KNIFE SWITCH WITH EXTERNALLY OPERABLE HANDLE INTERLOCKED TO PREVENT OPENING FRONT COVER WITH SWITCH IN "ON" POSITION. APPROVED MANUFACTURERS ARE SECTION 16050 BASIC ELECTRICAL MATERIALS AND METHODS CUTLER-HAMMER, GENERAL ELECTRIC, SIEMENS, AND SQUARE D. PART 1 GENERAL 2.03 FUSES All measurements and items portrayed NOT APPLICABLE A. FUSES RATED ABOVE 600 AMPS SHALL BE UL CLASS L EQUAL TO BUSSMAN LOW- on this sheet are deemed to be PEAK KRP-C. FUSES RATED AT 600 AMPS AND BELOW SHALL BE UL CLASS RK1 EQUAL TO accurate by architect, however all PART 2 PRODUCTS BUSSMAN LOW-PEAK LPN-RK (250 VOLT) OR LPS-RK (600 VOLT). bidding Contractors should field verify 2.01 RACEWAYS the actual conditions. Any changes to PART 3 EXECUTION the scope of work, and thus potential A. RIGID STEEL CONDUIT 3.01 GENERAL change orders, should be identified and B. ELECTRICAL METALUC TUBING communicated in your bid submittal to A. MAINTAIN CODE REQUIRED WORKING CLEARANCES AROUND ALL ELECTRICAL the General Contractor. C. POLYVINYLCHLORIDE CONDUIT EQUIPMENT. COORDINATE INSTALLATION WITH ARCHITECTURAL FEATURES, PIPING LOCATIONS, AND DUCTWORK. 2.02 WIRES AND CABLES B. ELECTRICAL EQUIPMENT SUCH AS SWITCHBOARDS, PANELBOARDS, INDUSTRIAL This drawing and the design shown is A. SERVICE AND FEEDERS: COPPER, 600 VOLT, TYPE THHN OR THWN INSULATION OR CONTROL PANELS, METER SOCKET ENCLOSURES, AND MOTOR CONTROL CENTERS, THAT the property of the architect. The ALUMINUM CONDUCTOR, 600 VOLT, TYPE XHHW-2 INSULATION. SIZES INDICATED ON ARE LIKELY TO REQUIRE EXAMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE p p Y DRAWINGS ARE FOR COPPER. WHILE ENERGIZED SHALL BE FIELD MARKED TO WARN QUALIFIED PERSONS OF POTENTIAL reproduction, copying or use of this ELECTRIC ARC HAZARDS. THE MARKING SHALL BE LOCATED AS TO BE CLEARLY VISIBLE drawingwithout their written consent is B. BRANCH CIRCUIT WIRES: COPPER CONDUCTOR, 600 VOLT, TYPE THHN OR THWN TO QUALIFIED PERSONS BEFORE EAXMINATION, ADJUSTMENT, SERVICING, OR MAINTENANCE INSULATION. OF THE EQUIPMENT. prohibited and any infringement will be C. BRANCH CIRCUIT CABLES: COPPER CONDUCTOR, 600 VOLT, TYPE MC WITH 3.02 PANELBOARDS subject to legal action. INSULATED EQUIPMENT GROUNDING CONDUCTOR. A. INSTALL NEW PANELBOARDS AS INDICATED. D. CONTROL CIRCUIT CABLES: COPPER CONDUCTOR, NO.14 AWG, TYPE THHN, OR AS REQUIRED BY EQUIPMENT MANUFACTURER. B. ALL PANELS SHALL HAVE ENGRAVED PLASTIC LABELS AND TYPEWRITTEN DIRECTORIES. DIRECTORIES SHALL DESCRIBE LOAD FOR EACH BRANCH CIRCUIT. Job Number: 1803 PE Date: 01.31.2018 Revisions: 3- Revisions: M 00 PARSONS C Revisions: ENGINEERING, INC. SPECIF1CATONS CD NASHVILLE, TENNESSEE REFERENCE ONLY PARSONSENGINEERING.COM NOT APPROVED WITH THIS PERMIT .o Sheet Number: E 4 . C a dR6irfn o Steel :.:11.J :L.:Z.' 6t@E � .t n9�rtcr IV -.j " @tE#F-rf ria .i;,-�; I& trastirn St �i TeIZ FEB 2 8 2018 / ntani%DIVISION C s GLrt*P.15R ck :z ti�� _, Ref_ lr� El . S YourTruck & Jeep AccessorySuperstore OFFICE COPY CITY'OP TIGARD G � y 3 D FOR CODE COMPLIANCE 0 � '� �rwvsti�,I -; - Approved: j clued � 1k� 0 • �;,ti tr�� 11745 SW PACIFIC HWY SUITE 1OTC: i l . . S^:'sterns Permit#: a• z1 &Q :S O. 7I y . Address: } 174.c' Sw Pe._ HinJ • TIGARD OR 97223 Suite#: By: Date: 3 - )Q.- 1 ARCHITECT GENERAL NOTES: DRAWING INDEX GENERAL CONDITIONS GRAPHIC SYMBOLS 4. . 4. NORTH OXFORD 1. SCOPE OF THE CONTRACT: =aQ=o=o=o=� n A. THE COMPLETE SCOPE OF WORK DEPICTED WITHIN THIS SPECIFICATION DOCUMENT SHALL BE USED AS A GUIDE IN PREPARATION OF THE NORTH 4.1* h ISSUED FOR CONSTRUCTION ARCHITECTS DESIGN&CONTRACTOR'S BASE BID AND ANY AND ALL ADDITIONAL WORK AS MAY BE PROPERLY AUTHORIZED BY 4 WHEEL PARTS ARCHITECTURE i• ALL CONSTRUCTION AND DETAILS SHALL COMPLY WITH ALL APPLICABLE STATE AND (4WP)THROUGH ISSUANCE OF CHANGE ORDERS;OR ACCEPTANCE OF ALTERNATES. LOCAL BUILDING CODES AND ORDINANCES AS OF THE DATE OF THE DRAWINGS. Q' Q 4- ¢- 4- 1/31/18 ii(1400), 5 4 3 2 1 B. THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,TOOLS,ACCESSORIES,EQUIPMENT,AND INCIDENTALS REQUIRED TO COMPLETE ALL 2. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS OF THE SITE. DISCREPANCIES OF THE WORK SPECIFIED OR REASONABLY IMPLIED HEREIN,AS FALLING WITHIN THE SCOPE OF WORK OF THIS PROJECT. SECTION CUT 0 ]205 Paris Avenue SHALL BE REPORTED TO THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION. COVER SHEET C. WORK INCLUDED IN THE BASE BID SHALL CONSIST OF THAT WORK INDICATED WITHIN THIS DOCUMENT,INCLUDING INCIDENTALS AND WORK Suite 205 3. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND PROTECTIVE DEVICES NOT EXPRESSLY DETAILED AS REQUIRED TO REACH THE INTENDED FINAL PRODUCT. PROVIDE ALL MISCELLANEOUS OR IMPLIED ANCILLARY DETAIL Nashville TN 3 7Z]2 SEPARATING CONSTRUCTION AREAS. TEMPORARY PASSAGES SHALL BE PROVIDED AS ACCESSORIES,MATERIALS,AND LABOR AS REQUIRED FOR A COMPLE I E INSTALLATION. DRAWING NO. I 1 6 r REQUIRED.THE CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING CONSTRUCTION ARCHITECTURAL SCALE: 3/4'=1'-p° PROJECT ARCHITECT AS NECESSARY TO INSTALL NEW CONSTRUCTION AS SHOWN. , 2. REGULATORY REQUIREMENTS GLEN P. OXFORD,MA 4. REMOVE ALL CONSTRUCTION AND DEMOLITION DEBRIS FROM JOB SITE. MAKE JOB AS1,0 ARCHITECTURAL SITE PLAN A. THE LAYOUT DRAWINGS AND THESE SPECIFICATIONS ARE INTENDED TO DEPICT A FINISHED AND COMPLETE SCOPE OF WORK THAT MEETS THE BENCH MARK - - PREMISEES CLEAN AT COMPLETION OF PROJECT. REQUIREMENTS OF ALL APPLICABLE GOVERNING LAWS,ORDINANCES, RULES,AND REGULATIONS OF THIS LOCATION.CONTRACTED DESIGN LS1.0 LIFE SAFETY PLAN PROFESSIONALS SHALL ASSUME THE RESPONSIBILITY OF COMPLETING A PERMIT SET OF CONSTRUCTION DOCUMENTS THAT MEET OR EXCEED PROJECT MANAGER 5. ALL EXITS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY AND THE REQUIREMENTS OF LOCAL JURISDICTION.ADDITIONAL REQUIREMENTS KNOWN TO BE IMPOSED BY LOCAL BUILDING JURISDICTION,STATE, BRETT GREENE WTHOUT SPECIAL KNOWLEDGE OR EFFORT. ALL EXIT DOORS ACCESSIBLE BY D1.0 DEMOLITION PLAN AND FEDERAL AGENCIES SHALL BE ADHERED TO THROUGHOUT CONSTRUCTION.IT IS MANDATORY THAT ALL WORK MUST MEET THESE DOOR NUMBER 9 615.256.3455 EXT 18 CUSTOMERS SHALL BE ACCESSIBLE WITH ADA COMPLIANT HARDWARE. . ., REQUIREMENTS.NO ADDITIONAL COMPENSATION WILL BE GIVEN FOR THE CONTRACTORS REWORK DUE TO ITS FAILURE TO CONFORM TO ANY A0.0 GENERAL CONDITIONS/SCOPE OF WORK SUCH REQUIREMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF ROOM NAME ROOM OPENINGS FOR ALL TRADES AND SHALLCOORDINATEALL CONSTRUCTION AS INDICATED A0.1 DOOR AND FINISH SCHEDULES B. DESIGN PROFESSIONALS,CONTRACTOR,SUBCONTRACTORS AND ALL RELATED SUPPLIERS,VENDORS AND EMPLOYEES SHALL COOPERATE BY THE CONTRACT DOCUMENTS,INCLUDING SHOP DRAWINGS REVIEWED BY THE - WITH APPLICABLE UTILITY AND GOVERNMENT OFFICIALS AND INSPECTORS AT ALL TIMES.IF SUCH OFFICIAL OR INSPECTOR DEEMS SPECIAL 210 ARCHITECT. A1.0 ARCHITECTURAL FLOOR PLAN INSPECTIONS NECESSARY,PROVIDE ASSISTANCE AND FACILITIES THAT WILL EXPEDITE SUCH INSPECTION OR OBSERVATION. ROOM NUMBER STRUCTURAL ENGINEER 7. ALL DIMENSIONS ARE FACE OF DRYWALL AT NEW WALLS AND TO FINISHED FACE AT A2,0 ELEVATIONS 3. WORK BY OTHERS: f MASONRY WALLS UNLESS NOTED OTHERWISE. ANDREWL. DIAL P E A3.0 REFLECTED CEILING PLAN A. THE CONTRACTOR SHALL COOPERATE&COORDINATE AS REQUIRED WITH 4WP'S PERSONNEL AND/OR 3RD PARTY CONTRACTORS WHICH MAY LARGE SCALE C-"N\ i P-48. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DRAWINGS. BE WORKING IN THE SAME AREA DURING THE CONSTRUCTION PERIOD.THESE TRADES SHALL GENERALLY INCLUDE BUT ARE NOT LIMITED TO 9. CONTRACTOR SHALL VERIFY ALL DIMENSIONS. IF DISCREPANCIES ARE FOUND,THE A4.0 ENLARGED FLOOR PLANS AND DETAILS THE FOLLOWING: DETAIL 214 OVERLOOK CIRCLE, SUITE 201 ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. - TYCO SECURITY ALARM SYSTEM DATA AND PHONE SYSTEM NASHVILLE, TENNESSEE 37027 STRUCTURAL INSTALLATION FACILITY EQUIPMENT INSTALLATION 4WP MERCHANDIZING FIELD TEAM MISC.FIXTURE 10. THRESHOLDS SHALL NOT EXCEED 1/2 INCH IN HEIGHT. INSTALLERS(CUBICLES,DESKS, ETC.) REVISION S1.0 FOUNDATION PLAN 00A PT.4 PROJECT MANAGER 11 INTERIOR PARTITION WALLS SHALL BE 3-5/8'20 GAUGE METAL STUDS/2 16'O.C.WITH 5/8' 4. SITE SECURITY MEASURES: 6 � JARROD FINGER GYPSUM BOARD BOTH SIDES UNLESS NOTED OTHERWISE. DRYWALL TO BEHELD UP 1/2' S2.0 ROOF FRAMING PLAN CD ABOVE CONCRETE FLOOR. - INTERIOR ELEVATION 615.953.9474 S3.0 DETAILS A. THE CONTRACTOR SHALL BE PROVIDED WITH UNIMPEDED SITE ACCESS AND THEIR OWN KEYED ENTRY THROUGHOUT PROJECT DURATION 4. 4 Jarrod@wisengineers.com 12. SPECIFIC MANUFACTURERS AND PRODUCTS ARE NAMED ON THE DRAWINGS TO INDICATE EXCEPT AT SUCH POINT 4WP MERCHANDIZE AND EQUIPMENT IS INSTALLED ONSITE.AT SUCH POINT THE 4WP WILL RESTRICT ACCESS TO HOURS INDICATOR .. THE MINIMUM ACCEPTABLE LEVEL OF QUALITY. EQUAL OR BETTER PRODUCTS WILL BE S3.1 DETAILS AND GENERAL NOTES AS AGREED UPON AND A TAP;4WP REPRESENTATIVE SHALL BE ONSITE WITH TRADES AT ALL TIMES ACCESS TO THE INTERIOR IS REQUIRED CONSIDERED UNLESS SPECIFICALLY NOTED OTHERWISE.ROUGH FINISHING AND POOR C �MECHANICAL AND PLUMBING CUTS AROUND ELECTRICAL OUTLETS WILL NOT BE ACCEPTED. FIRE PROTECTION 5. WORK SEQUENCE AND SCHEDULE: NOTE NUMBERS 1 13. CONCEAL ALL PIPING IN WALLS. WHERE PIPING IS TOO LARGE WALLS ARE TO BE FURRED A. TIME IS AN ESSENTIAL PART OF THIS CONTRACT.THEREFORE,THE TIMELY AND SUCCESSFUL COMPLETION OF THE WORK REQUIRES CAREFUL COLUMN LINE OUT A MINIMUM TO CONCEAL PIPING.PROVIDE WATER RESISTANT GYPSUM BOARD ON FP 1 FIRE PROTECTION PLAN - - - GRESHAM SCHELTON ENGINEERING -- W - - PLANNING AND SCHEDULING OF ALL ACTIVITIES INHERENT TO THE COMPLETION OF THE PROJECT. ALL RESTROOM WALL SURFACES.ALL ELECTRICAL/PLUMBING LINES THAT OCCUR ALONG MECHANICAL 1163 W. MAIN STREET A WALL WHERE FIXTURES ARE TO BE LOCATED SHALL RUN WITHIN THE WALL,OR IN B. A PROFESSIONAL PROJECT SCHEDULE SHALL BE PRODUCED AND SUBMITTED TO THE 4WP PROJECT COORDINATOR.SCHEDULE SHALL INCLUDE FRANKLIN, TN 37064 CORNERS WHERE FIXTURE VOID OCCUR. M1.0 MECHANICAL FLOOR PLAN ALL SIGNIFICANT PROCUREMENT ACTIONS(INCLUDING LONG LEAD-TIME DELIVERY ITEMS AND RELATED APPROVAL ACTIVITIES),ALL WORK WALL TYPES PROJECT MANAGER 14. CONTRACTOR TO PROVIDE A PORTABLE FIRE EXTINGUISHER IN EVERY CONSTRUCT]ON PLACEMENT ACTIVITIES(INCLUDING START AND COMPLETION DATES),PROPOSED 4WP ACTIVITIES(INSTALLATION FACILITY EQUIPMENT, 4 WHEEL PARTS'CONTRACTOR CONSTRUCTION LEGEND GARY W. SCHELTON, P.E., LEED AP TRAILER,SHED OR SHIPPING CONTAINER ON THE PROJECT SITE;AND AS MAY M2.0 MECHANICAL SCHEDULES, DETAILS AND SPECIFICATIONS MERCHANDIZING,DC RACKING ETC.)IDENTIFICATION OF THE TIMING OF INSPECTIONS,SYSTEM STARTUP AND COMMISSIONING ACTIVITIES,ONGOING AND FINAL INSPECTIONS,AND PUNCH LIST CORRECTIONS SEE A-1 WALL CONSTRUCTION TYPES SCHEDULE FOR MORE INFORMATION 615.730.9111 ADDITIONALLY BE REQUIRED BY THE AUTHORITY HAVING JURISDICTION IN CONJUNCTION a s-en €neerin .net WITH THE STORAGE OF COMBUSTIBLE CR FLAMMABLE FUELS AND LUBRICANTS USED FOR PLUMBING __ EXISTING WALL ry@� g g CONSTRUCTION OPERATIONS. r I. - ► C. THE CONTRACTOR SHALL BUILD AND MAINTAIN A BASELINE CONSTRUCTION SCHEDULE FOR THIS PROJECT.MICROSOFT PROJECT OR SIMILAR ISP1.0 PLUMBING FLOOR PLANS THE PREFERRED METHOD FOR CREATING THIS SCHEDULE _.___..___......... 15. U'MOLD TO BE USED AT ALL INTERSECTIONS OF GYPSUM BOARD AND ANY OTHER a EXISTING WALL TO BE 1 HOUR RATED ELECTRICAL CONS U LTANT NON-GYPSUM MATERIAL. P2.0 PLUMBING SCHEDULE AND DETAILS D. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING LEAD TIMES FOR ALL MATERIALS IN ORDER TO MAINTAIN THE PROJECT SCHEDULE AND COMPLETION DATE• NEW INTERIOR PARTITION WALL WITH SOUND BATT 16. CORNER GUARDS TO BE USED AT ALL INTERIOR OUTSIDE'CORNER CONDITIONS. P2.1 PLUMBING SPECIFICATIONS INSULATION AND 518'TYPE"X"GYP, BD. BOTH PARSONS ENGINEERING E. 4WP MUST BE ABLE TO REASONABLY RELY ON THE CONTRACTORS PROJECT SCHEDULE IN ORDER TO MAKE ACCURATE COMMITMENTS TO THE SIDES ON 3 518"20 GA.METAL STUDS @ 16"O.C. 4751 TROUSDALE DRIVE, SUITE 202 ELECTRICAL PROJECT TEAM,EQUIPMENT AND PRODUCT DELIVERIES,AND OTHER PARTIES AS NECESSARY. EXTEND FINISH 4"ABOVE CEILING TILE IN ROOMS NASHVILLE, TN 37203 PROJECT MANAGER ES1.0 ELECTRICAL SITE PLAN F. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING 4WP AND THE PROJECT TEAM FULLY INFORMED OF SCHEDULE STATUS AND UPCOMING WITH CEILING AND TO DECK WHERE CEILING IS ACTIVITIES THROUGHOUT THE PROJECT.AT A MINIMUM,WEEKLY PROGRESS SCHEDULES SHALL BE PROVIDED FOR 4WP REVIEW.PROJECT EXPOSED.WALLS TO DECK TO INSTALL SLIP TRACK RODNEY RUNIONS E1.0 LIGHTING PLAN SCHEDULE UPDATES SHALL BE BASED ON ACTUAL WORK PROGRESS,CURRENT LOGIC AND REMAINING DURATIONS. WITH 3"DEFLECTION. SEE DETAILS SHEET A4.0. 615.386.9396 rrunions@parsonsengineering.com E2.0 POWER PLAN 6. OBSERVATION OF WORK: E3.0 HVAC POWER PLAN A. 4WP REPRESENTATIVES SHALL HAVE ACCESS TO THE WORK AT ALL TIMES WHEREVER IT IS IN PREPARATION OR PROGRESS.THE CONTRACTOR TENANT ROSTER . _ E4.0 SPECIFICATIONS SHALL PROVIDE PROPER AND SAFE FACILITIES FOR SUCH ACCESS AND FOR OBSERVATION. 7. CONTRACTOR DAILY REPORTS: 4 WHEEL PARTS A. THE CONTRACTOR SHALL PROVIDE 4WP WITH A REPORT DETAILING ITS WEEKLY ACTIVITIES ON THE PROJECT IN A FORMAT ACCEPTABLE TO THE DESIGNATED REPRESENTATIVE.ANY TESTS PERFORMED BY THE CONTRACTOR AND INSPECTIONS COMPLETED BY THE AUTHORITY ARE TO BE ATTACHED TO THESE WEEKLY REPORTS IF REQUESTED.AT A MINIMUM,REPORT SHALL INCLUDE THE FOLLOWING INFORMATION: SUBCONTRACTORS ON SITE, EQUIPMENT ON SITE,AREAS OF WORK,TYPE OF WORK PERFORMED,MATERIALS RECEIVED,ANY INJURIES OR ACCIDENTS,AND ANY ORAL INSTRUCTIONS RECEIVED FROM THE 4WP REPRESENTATIVE.THESE REPORTS SHALL BE SUBMITTED TO 4WP PROJECT DATA PROJECT COORDINATOR ON A DAILY BASIS. 8. CONSTRUCTION PROGRESS PHOTOGRAPHS THIS PROJECT IS BASED ON THE REQUIREMENTS OF THE FOLLOWING CODES: A. TAKE PHOTOGRAPHS TO CLEARLY SHOW THE WORK COMPLETED AS THEY RELATE TO THE DAY'S ACTIVITIES.SUBMIT UNALTERED PHOTOGRAPHS WEEKLY WITH PROGRESS REPORTS FOR 4WP REVIEW. 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) 9. EXISTING CONDITIONS OF THE PROJECT SITE 2017 OREGON PLUMBING SPECIALTY CODE(DSPC) 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) A. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND DIMENSIONS OF THE SITE PRIOR TO CONSTRUCTION. 2014 OREGON MECHANICAL SPECIALTY CODE(DMSO) VICINITY MAP B. IF THE GENERAL CONTRACTOR DISCOVERS ANY ERRORS WITH DRAWINGS OR SPECIFICATIONS THE GC MUST NOTIFY THE 4WP PROJECT 2014 OREGON FIRE CODE(OFC) COORDINATOR,OTHERWISE THE GC WILL BE HELD RESPONSIBLE FOR ANY ADDITIONAL COSTS DUE TO ERRORS IN CONDITIONS OR DIMENSIONS. 10.MATERIAL SUBSTITUTIONS A. THE CONTRACTOR MAY SUBMIT IN WRITING AND 4WP PROJECT COORDINATOR WILL CONSIDER SUBSTITUTIONS THAT DO NOT ADVERSELY Carriage House ,.Jr;, AFFECT FINISHED PRODUCT. Carrs ge is Big S Sporting ,s B. THE CONTRACTOR SHALL INCLUDE A STATEMENT OF THE MATERIAL SUBSTITUTION, PLAN FOR COORDINATION AND OTHER AFFECTED WORK, Goods'Tigvrrl m COST INFORMATION OR PROPOSAL AND A WRITTEN GUARANTEE INDICATING THE PROPOSED SUBSTITUTION WILL RESULT IN OVERALL WORK EQUAL TO OR BE I I ER THAN WORK ORIGINALLY INDICATED. G,:'3 i,. .I,. .,.x•.;a i;,: C. CONTRACTOR SHALL ALLOW 4WP PROJECT COORDINATOR SUFFICIENT TIME FOR REVIEW AND APPROVAL OF SUCH PROPOSED SUBSTITUTIONS, OCCUPANCY CLASSIFICATION M-MERCANTILE SITE El B-BUSINESS 11.SUBCONTRACTORS 11 S-1, STORAGE A. CONTRACTOR AGREES TO PROVIDE A FULL LIST OF PROPOSED SUBCONTRACTORS TO BE UTILIZED ON THE PROJECT.LIST SHALL INCLUDE THE FOLLOWING:FIRM NAME,SCOPE OF WORK,CONTACT PERSON,PHONE NUMBER,EMAIL. 12.INSURANCE REQUIREMENTS CONSTRUCTION TYPE /IIB A. THE CONTRACTOR SHALL OBTAIN SUFFICIENT LIABILITY INSURANCE TO COVER WORKMAN'S COMPENSATION,GENERAL LIABILITY,AND FIRE SUPPRESSION SPRINKLERED C slA CONTRACTUAL LIABILITY.A COPY OF EACH WILL BE PROVIDED TO THE 4WP PROJECT COORDINATOR. 9 t`huvron T gard9 ��a 1 4"leslslde Ghristiar, ��`,,,,,,,,„...0 12.QUALITY ASSURANCE,QUALITY CONTROL OCCUPANCY LOAD: High Scryaal A. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACCEPTABLE TRADE PRACTICES AND REQUIREMENTS SPECIFIC TO THE LOCALITY OF r S THE PROJECT. MERCANTILE: 1/30 CITY OF TIGARD SORA If B. THE CONTRACTOR AND SUBCONTRACTORS WILL INSTALL ALL MANUFACTURED ITEMS,MATERIALS AND EQUIPMENT IN STRICT ACCORDANCE BUSINESS: 1/100 { ,••i WITH THE MANUFACTURES RECOMMENDED SPECIFICATIONS- }� ��V� b Planning IS STORAGE: 1/300 pp ; ..4 �6'ay • 13.HOUSEKEEPING,MATERIAL STORAGE AND FINAL CLEANING WAREHOUSE: 1/500 Oate: 3 �1 �� C) 0�� A. THE CONTRACTOR SHALL ENSURE THAT HE AND ALL SUBCONTRACTORS EFFECTIVELY CLEAN THE PROJECT SITE CONTINUOUSLY THROUGHOUT nitials: ing - [r '�. EACH WORKDAY, BUILDING AREA LIMITS 9vrp •9�`: `` S • ALL CONSTRUCTION WASTE,TRASH,AND DEBRIS SHALL BE PLACED IN DESIGNATED RECEPTACLES PROVIDED BY CONTRACTOR OCCUPANCY LOAD 0 fir, . ALL MATERIALS AND EQUIPMENT SHALL BE PROTECTED FROM THE ELEMENTS WHILE STAGED ON THE PROJECT SITE.1. SHOWROOM 2,492 SQ. FT.130 = 83.06 OR 84 • PROPERLY STORE AND SECURE ALL FLAMMABLE AND COMBUSTIBLE LIQUIDS AND GASES. 0 OFFICE 1 CORE&WALLS 866 SQ. FT.1100 = 8.66 OR 9 CC B. WHEN WORK IS COMPLETED,THE CONTRACTOR IS RESPONSIBLE FOR THOROUGHLY CLEANING THE ENTIRE PROJECT SITE;BOTH INTERIOR AND STORAGE 1,254 SQ. FT.1300 = 4.18 OR 5 Q EXTERIOR,AS IT RELATES TO THEIR SCOPE OF WORK AND ANY CONSTRUCTION SCOPE THAT THE 4 WHEEL PARTS TEAM MAY PERFORM INSTALLATIONIWAREHOUSE 5 174 SQ. FT.1500 = 10.3 OR 11 �1� SIMULTANEOUSLY WITH CONSTRUCTION V CONTRACTOR RESPONSIBILITIES �SGN F.- • SPECIAL CARE SHALL BETAKEN DURING FINAL CLEANING OF SHOWROOM.CLEANING SHALL BE PERFORMED REMOVAL OF DEBRIS IN SPACE, TOTAL BUILDING AREA 9,786 SQ, FT. ITEMS,OR SURFACES OF WASTE.SMUDGES,SPATTERS,SPOTS,STAINS,WITHOUT DAMAGING THE MATERIALS/SURFACES INVOLVED. TOTAL OCCUPANT LOAD = 109 1 CONTRACTOR SHALL VERIFY EXISTING CONDITIONS ON SITE. DISCREPANCIES BETWEEN DRAWINGS AND EXISTING CONDITIONS AS WELL AS DISCREPANCIES d BETWEEN LANDLORD WORK AND TSC WORK SHALL BE BROUGHT TO THE ATTENTION OF 4WP AND ARCHITECT IN WRITING PRIOR TO BID SUBMISSION. 11745 SW PACIFIC HWY SUITE 100, TIGARD, OR 97223 14.SANITARY RESTROOM FACILITIES 0 A. THE CONTRACTOR SHALL PROVIDE,OR OTHERWISE MAINTAIN,SANITARY RESTROOM FACILITIES ACCEPTABLE FOR THE USE OF ALL CO CONSTRUCTION PERSONNEL AND 4WP REPRESENTATIVES. T A VICINITYMAP 1 _ I— —I SPECIFICATIONS CONTRACTOR CONSTRUCTION NOTES KEYNOTES CONTRACTOR CONSTRUCTION NOTES 6"DIA. NEW STL. PIPE. FILL W/ 1 -..._..__ CONC. &PAINT �r PARKING LOT PAINT SPECIFICATIONS- 15 MIL APPLICATION (0.015 INCH THICKNESS) : CI (REFER ONLY TO NOTES THAT ARE INDICATED BY NUMERICAL KEY ON PLAN): .71- EXPANSION 6' CONCRETE---- 1 EXPANSION JOINT FILLED PIPE L�,�� 1. NEW PAVEMENT SURFACE TO CURE FOR A PERIOD OF NOT LESS THAN 1 DAY BEFORE 1. CONTRACTOR TO RE-STRIPE PARKING LOT, DRIVE LANES, AND RECEIVING AREAS AS ASPHALT OR CONC. REF. PLANS BOLLARDS. 1 APPLICATION OF MARKING MATERIALS. INDICATED ON PLAN. BLACK OUT EXISTING LINES WHERE REQUIRED. VERIFY CONDITIONS ON 11 I :,;:i,...;11..-',;‘,•,. . x :� i 1 g 2. REMOVE ALL DIRT, GRAVEL, DEBRIS, VEGETATION, OR OTHER MISCELLANEOUS OBJECTS SITE. RE-STRIPE EXISTING OR ADD ADDITIONAL HANDICAP PARKING SPACES WHERE C ITE _ FROM THE SURFACE WITH A BROOM TRUCK OR EQUIVALENT RIGOROUS METHOD. PROVIDE A REQUIRED, RE-PAINT CURBS AS REQUIRED. OXFORD V L p 16 DIA. CONC. FOUNDATION . J eo CLEAN, DUST-FREE AND COMPLETELY DRY SURFACE FOR PAINT APPLICATION. DO NOT APPLY PAINT OVER EXISTING TAPE MARKINGS. 2. ACCESSIBILITY SIGNAGE, SEE DETAILS THIS SHEET. CONFIRM SIGNAGE IS UP TO DATE WITH A R C H I T E CT U R E i, :, 3. CONFIRM &RECORD PROPER AIR AND SURFACE TEMPERATURES OF 55°AND RISING AND CURRENT ADA STANDARDS AND IS INSTALLED TO FULL COMPLIANCE. 4, L..;. a \ LESS THAN 95°. IF THE SURFACE TEMPERATURE IS NOT WITHIN THE TEMPERATURE RANGE OR IF THE PAINT APPLICATION IS DONE UNDER ADVERSE CONDITIONS(AS DETERMINED BY THE 3. DUMPSTER LOCATION. INSTALL NEW CONCRETE FILLED PIPE BOLLARDS. CONTRACTOR TO 1205 Paris Avenue Architecture rl? CONSTRUCTION PROJECT MANAGER)SUCH AS ABOVE 75%HUMIDITYzn , NIGHT STRIPING, ETC. IN Suite 205 Planning ORDER TO MEET 4WP OPENING SCHEDULE, CONTRACTOR TO RE SCHEDULE AND COMPLETE INSTALLATION.COORDINATEEXACT SEE DETAILSLOCATION THISWITH SHEET.PRIDE DISPOSAL (503.625.6177) PRIOR TO BOLLARD Nashville, TN 37212 Interior Architecture ., DETAIL TYPICAL BOLLARD AT DUMPSTER LOCATION SURFACE STRIPING UNDER PROPER CONDITIONS A MINIMUM OF 3U DAYS PRIOR TO THE 4. CONTRACTOR TO SPRAY SIDEWALK, PARKING LOT AND DOWNSPOUT OVERFLOW AREAS FOR �M 11745 SW PACIFIC HWY SUITE 100, TIGARD, OR 97223 SCALE:NONE EXPIRATION OF THE(1)ONE YEAR CONSTRUCTION WARRANTY: WEED REMOVAL ON PREMISES. L 1 4. PROVIDE A 15 MIL THICK 4'WIDE CONTINUOUS STRIPE WHERE AND IN THE COLOR INDICATED. 5. SIGN COMPANY (BY 4WP) TO INSTALL NEW SIGN @ EXISTING PYLON SIGN LOCATION UNDER SEPARATE PERMIT. 6. REFURBISH LANDSCAPING AS REQUIRED. COORDINATE EXTENT WITH 4WP PROJECTLa GLEN - 7 . _ .._ . ____ .. ____ . ...... . _____ . ....... ... _ . ___ . __ . ��-� -�- MANAGER F OXFORD ttit;,, r r I I 7. PRICE AS ADD ALTERNATE TO SEAL COAT PARKING LOT PRIOR TO RE-STRIPE. g � i GAS METER L LI ° R I l �9' Y ;" .» �:,�c�' ."�. �� - �=c�vaa�:�,��'�aan=�-e �:za�arapmew'ma'a\ amw'r :rr: z . .._,, .,.,..�___�,.,.�.�.__.�,._,.�_.�_.. _�__�.._._. .,..,. 0 }� 1\ MAIN :, . - '''' I iT\A ELECTRICAL ' I ' MN l' I 9 GA. SHT. METAL DISTRIBUTIOtnwi -.. -- , € ! i. MOUNTED WI2 rPANELS �-� CHROME ROUND >r '' .......„.........17;1 r---•, '� : 1 �� RESERVED VAN HEAD SCREWS, \ , �� \f ��ti WHITE fI • li -. PARKING .iam I Q #I SITE PLAN DEVELOPED FROM A ACCESSIBLE PAINTED STEEL r BACKGROUND R UND T 3 ° aDIA . l \,,,__) . VAN ACCESSIBLE SIGN PIPING r (AS REQUIRED)LE EARTH IMAGE. PROPERTY s ■ Ij w LINES SHOWN ARE APPROXIMATE VAN 1 ACCESSIBLE 'I • BASED ON ANY SURVEY 9GA. SHT. METAL \ , I� OR DEED MOUNTED Wl3 CHROME ROUND HEAD SCREWS, I1_74! , __ PINSTALL NEW POST WHITE BACKGROUND ;�J `�1 4 IF NECESSARY „E,Lpp,A,p.,NpAG,NTED ,„,, , ., „" _._ I' Your Truck&Jeep Accessory Superstorel _ ,; D __ RP KIN I 4101 A� . ;; CASH AND CARRY 4111111 f 9 786� Q, Ft' FIRE RISER i ' 00 4 1. LOCATION I i \1'4 : u, '� SILK SCREEN .� INTERNATIONAL HO .s �• r ; " SYMBOL,WHITE ON BLUE BACKGROUND II I �`s 1 , \ ', . Ali �___ V YourTruck&Jeep Accessory Superstore •i i , 9 • _ PAVEMENT LEGEND& r , 39 12" BORDER . 1 ., I i i i I ( , s . 3 A �� DETAIL 0HANDICAP SIGNAGE TIGARD ,T .. . .-._ W \ . _ _ SCALE. I2 1 D 3 •,. : OREGON i i j j ( , ., ,, NOTE: SIGNAGE SHALL COMPLY WITH TEXAS ii 0 ACCESSIBILITY STANDARDS I • I ;., ; • AS)SIGNAGE . \ ‘ I i I I I ' A 4 i _—_-_-__-.._...__ REGULATIONS / PAINTED SYMBOL TO BE @ ,t IIII 1 �� r s, ��`` ALL H.0 DESIGNATED 0 WATER METER 4, SPACES \ . �_u ..,,N 0 --, --„ 0 I .... / L.P� i C i \ \ \ , \ I \ L.P. '1 \ i 1 t \ \ ) Q �� \ \ \ � yam' \� I * All measurements and items portrayed ` i \y j--- i on this sheet are deemed to be I \ l I �, I accurate by architect, however ail `� / `� bidding Contractors should field verify \ 00 1 �, I the actual conditions. Any changes to i __.:-_-------- "------_---/t ' I the scope of work, and thus potential `, \ i ,�� change orders, should be identified and , I \____________ `� `, �, `�' the Generalt Contractor.bid submittal to �. j i , 22409 `j i �` This drawing and the design shown is rj,\ -; • 1 �'. the property of the architect. The I \, reproduction, copying or use of this f/ _ DETAIL PAINTED HANDICAP PARKING LOGO 2 SCALE: NONE drawing without their written consent is ' prohibited and any infringement will be \ • :::: :e action.\ \ , r • r: 1804 \i , I � I PYLON SIGN i i `�\ LOCATION I N Date: 01.31.2018 \ \\,, 0 . \\\:,, °a\ \ \ \ Revisions: ' `�� , Revisions: ,,.. ! G \ 2o,,,,77G`C` Revisions: �`, ®�� ,„ SITE PLAN ARCHITECTURAL SITE PLAN TIGARD, OR ,, SCALE: 1"= 20' 0 5' 10' 20`INE 40' �mi AS1 0 Sheet Number: ■ MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT PROJECT DATA \4tiverig) 2012 IBC-TABLE 1004.1.2 THIS PROJECT IS BASED ON THE REQUIREMENTS OF THE FOLLOWING 001 2017 OREGON ELECTRICAL SPECIALTY CODE(OESC) FUNCTION OF SPACE FLOOR AREA IN SQ. FT. PER 2017 OREGON PLUMBING SPECIALTY CODE(OSPC) OCCUPANT 2014 OREGON STRUCTURAL SPECIALTY CODE(OSSC) -- 2014 OREGON MECHANICAL SPECIALTY CODE(GMSC) OXFORD 2014 OREGON FIRE CODE(OFC) BUSINESS AREAS 100 GROSS ARCHITECTURE — --. _ -_ __ - _ _ ___ MERCANTILE 30 GROSS € Ni , BENCH pagra ri--- 9 ;1 I`=,' STORAGE, STOCK; SHIPPING AREAS 300 GROSS --" --1 E)41 TING ,..._4 1 OEX1Sr(NG i wasHE ;/TN I = - 1205 Paris Avenge Architecture ,l I REVROOM FEST GCM i ' I � ,.� '� Suite 205 Planning . �� - WAREHOUSES 500 GROSS I 109x0 Interior Architecture �.._.-., Nashville, TN 37272 `1-' I \t I .�=1 l i ! /— ; I ',' F w OCCUPANCY CLASSIFICATION M- MERCANTILE EaT 4 EXIT DOOR'D'SHALL BE B-BUSINESS :€ L —r �� JNIlNtI 9 II ,----.______.-._ _.-_..__._ . USED BY EMPLOYEES �Nls ladw 8u ONLY. OCCUPANTS }! I �� S-1, STORAGE ._..—.... I I m SHALL NOT EGRESS lis // \\ _ THROUGHTHE EGRESS WIDTH PER OCCUPANT LOAD CONSTRUCTION TYPE IIIB 1 / \ INSTALLATION FACILITY �_ l .� / v 2012 IBC-SECTION 1005,3.2 FIRE SUPPRESSION SPRINKLERED / �.�6 • \ - -__-:.—. f,,�..�o� -I I / EGRESS WIDTH = 34"/ w} \ _ iIlli \ \ t `Zo�-lfl• 0.15 WITHOUT SPRINKLER WITH OCCUPANCY LOAD: OXFORD r j,-v �; \ / \ �� N� OCCUPANT LOAD PER /,� i'' ' � / \ �� ti6, DOOR - 226 SYSTEM SPRINKLER SYSTEM MERCANTILE: 1/30 1 ' \ \\ / \ :4411441 \ `r,�j,�` .. . — BUSINESS: 1/100 �•_. lei \ / \ STAIRWAYS OTHER EGRESS STAIRWAYS OTHER EGRESS STORAGE: 1/300 -71 1111 \4f" \ (INCHES PER COMPONENTS (INCHES PER COMPONENTS WAREHOUSE: 1/500 a E ,2,,,-‘.. SCRAP > OCCUPANT) (INCHES PER OCCUPANT) (INCHES PER OF ` ' 1Al \\ �o // SCRAP OCCUPANCY OCCUPANT) OCCUPANT) BUILDING AREA LIMITS BIN OCCUPANCY L ‹.1 x, \ / OCCUPANCIES OTHER I_ SHOWROOM 2 492 SQ. FT.130 = 83.06 OR 84 \ / THAN THOSE LISTED 0.3 0.2 0.2CID ' \ / OFFICE I CORE&WALLS 866 SQ. FT.1100 = 8.66 OR 9 BELOWf...............___...._..._. _ �/ STORAGE 1,254 5Q. FT.1300 = 4.18 OR 5 HAZARDOUS: H-1, H-2, INSTALLATION/WAREHOUSE 5,174 SQ. FT.1500 = 10.3 OR 11 • i H-3 AND H-4 0.7 0.4 0.3 0.2 ':(4___,, INSTITUTIONAL: I-2 N/A N/A 0SQ. FT. .3 0.2 TOTAL BUILDING AREA 9,786TOTAL OCCUPANT LOAD = 109 1 ! . ... _ . 41-7 CI I i `I " • LIFE SAFETY DATA \ 4,1 -- I0 . / \ r2 IIS A / \\ k i EGRESS ACCESS TRAVEL DISTANCE .::, ITEM REQUIRED PROVIDED // ~, . / !oEXIT 1 EGRESS 109 X 0.15 = 17" 170" . / // f 2012 IBC-TABLE 1017.2 MAX.TRAVEL DISTANCE 250'-01' 79'-3" NUMBER OF SALES EXITS 2 3 7l' '; , "�N, / 1 . (/ WITHOUT SPRINKLER WITH (-- ISI �, ''/ / \\ 1 / �� OCCUPANCY SYSTEM SPRINKLER SYSTEM NUMBER OF TENANT EXITS 3 4 / '� (FEET) (FEET) MIN. EXIT SEPARATION 27'-1" 47'-7 112° / / Iy ':$'0 / a 1 O�Sp m FIRE EXTINGUISHERS SEE FP-1 � ;. .__.� i , / rIs 2 X m M 200 ®+ o/ r // 241 _ �k ,:,, / / <\ B 200 300 ' .'' It Li %��b� ;� \N / r-- s-1 200 250 Vour:Truck;'&Jeep Accessory Superstore .._: 9��;�:0�-� , BENCH BENCH I / v sOdy ' 1-----)rL \ 1 4ti� I — ""4/6/;f_fo \ I , ,, I, ,,I TIGARD, f • ,• ,, m ■ �IQ�i!�AI?EA , . , ./#1://16 4 0 °4-`44° ° 01 4°4'• =1== l_e =====mz=., OREGON • K .___.__. " - I105 I ■ 7 I E i W.__ , _ �0 i ■ l r ,R f - III I. ... ..e 1._ -..-.. / .�,. www �f-• - -__ - ;I11E • I I 4WP SIGN I I f I ■ ", _ I' �! 3 7. ■ DOOR'B'IS EQUIPPED ■ ItA UAR LJ �' WITH 15 SEC ;% i ■ Nd� ' ' DELAYED EGRESS I F ! • 831NroG �3t Nnaa AtO8b X31 HARDWARE 411 i �` ' MAXIMUM TR DISTANCE = 46'-6" i• ..J.-.__._._..__._ ■ ,\ f EGRESS WIDTH = 34 1 ' u _ �� 0.15 All measurements and items portrayed :- -- _f®. ..: w —y rv, � ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1�,�,\*-- SHO\hIPs.,f J� �� I OCCUPANT LOAD PER on this sheet are deemed to be ��-�-� 1 ! 1. SPGI DOOR accurate byarchitect, however all L mem II ■ •� , 1111 Cotractors should field verif■ ,, IIII ,. E bidding y I . �i ■ `-Y•'' ,® the actual conditions. Any changes to iqw.__ $1 __ - ■ -- �� 5 the scope of work, and thus potential ___. I �-- change orders, should be identified and � [ I communicated in your bid submittal to l X the General Contractor. W,/ W This drawing and the design shown is ;il ----+ i I I I I M��--t J the architect. The ______ the property of -- reproduction, copying or use of this l l ; it I `N drawingwithout their written consent is �_._ — _.-.. _.. ..... -.. N-,•!moi -.. .._ i i... l prohibited and any infringement will be OEGRESS WIDTH = 34"10.15 1 1n EGRESS WIDTH = 68"10.15 I OCCUPANT LOAD PER DOOR = 227 I /`-► OCCUPANT LOAD PER DOOR = 453 subject to legal action. i Job Number: 1804 r _ Date: 01.31.2018 LIFE SAFETY - PLAN _ _____- SCALE: 1;8"-1'-0" Revisions: Revisions: • ' Revisions: LIFE SAFTEY PLAN Sheet Number: 1._S 1 . 0 GENERAL NOTES CONTRACTOR CONSTRUCTION NOTES (REFERS TO ALL AREAS WITHIN 4 WHEEL PARTS DEMISED PREMISES) \II111111011) • CONTRACTOR TO REMOVE ALL REMAINING EXISTING STORE FIXTURES AND FLOOR COUNTERS. OXFORD • CONTRACTOR TO REMOVE ANY SUSPENDED SIGNS OR OTHER ACCESSORY ITEMS ARCHITECTURE FROM THE CEILING AND/OR WALLS THROUGHOUT THE 4 WHEEL PARTS TENANT SPACE. PREP FOR PAINT. • CONTRACTOR TO DISCONNECT AND REMOVE EXISTING ABANDONED LIGHTING, 1205 Paris Avenue Architecture ELECTRICAL WIRING, CONDUITS AND FASTENERS. Suite 205 Planning mNashville, TN 37212 Interior Architecture 0 • CONTRACTOR TO PROVIDE TOTAL CLEAN OF STORE PRIOR TO NEW 39'-4" * CONSTRUCTION. IT-4 _, , • CONTRACTOR TO REMOVE ALL EXISTING ARCHITECTURAL ITEMS (SECURITY eli _ 1 I I v I ; ' ' DOMES, WALLS, WALL HANGINGS, SOFFITS, FIXTURES, ROOMS, UTILITIES, l." I I f _ I__, -----r co � I 1 FURNISHINGS, ETC,), &FINISHES THAT INTERFERE W/4 WHEEL PARTS FINISHES &AS ` I I I ...,0 "C ;; PER TENANT FLOOR PLAN. CAP ALL PLUMBING, ELECTRICAL LINES & ANY OTHER ., ,•i / ; I : '�' I r - s--L( L � UTILITIES NEEDED IN ACCORDANCE W/CODES. A-00.- ,-i , 7 ' �i I � ll'-'' I_ "�,� .. - - D _ ' � J L `� -, • CONTRACTOR TO REMOVE ALL EXISTING CEILING TILE AND GRID IN EXISTING �� , j, I 1 CEILING AREAS EXCEPT EXISTING RESTROOMS TO REMAIN. - ll 4 0 v i - AS��s /�I I, _ 1 ! • CONTRACTOR TO REMOVE ALL EXISTING FLOOR COVERINGS (VCT, CARPET, TILE, _�P Lr _ o MASTIC, ETC.) THROUGHOUT ENTIRE DEMISED PREMISES UNLESS NOTED I -II J I I OTHERWISE ON A0.1 FINISH SCHEDULE. CONTRACTOR TO PREP FLOOR TO RECEIVE ��' ._- 1 II F 3 NEW WORK. I I GO \ 1 ,:,,, IIIII / 1 • REMOVE ALL EXISTING LIGHT FIXTURES-TO BE REPLACED WITH LED. ill ,:i F Ii 1 © # • HVAC DUCTWORK TO BE REMOVED AND NOT TO BE REUSED IN ALL AREAS. i-771 j I I ' £ 1 • REMOVE ALL BLINDS IN EXISTING WINDOWS IF EXISTING. i2 . I 0 \ / 1 1 C',' , I II �� II • REMOVE ALL EXISTING CASEWORK THROUGHOUT DEMISED PREMISES. ':E' T----—L IL Al 1 1L— ��- I --- € I1 r- I • CONTRACTOR TO RAISE SPRINKLER HEADS IN AREAS WHERE CEILING TILE AND 4 I GRID WERE REMOVED AND CEILING IS TO REMAIN EXPOSED TO UNDERSIDE OF 4'40I I„:.10 I ROOF DECAND TURN HEADS UP TO DECK. CONTRACTOR TO SUBMIT SPRINKLER SHOP DRAWINGS TO LOCAL FIRE MARSHAL FOR APPROVAL PRIOR TO e 1111 I I © = INSTALLATION/MODIFICATION OF EXISTING SPRINKLER SYSTEM. : E © I T E • CONTRACTOR TO INSPECT ALL EXTERIOR MAN DOORS. REPLACE WHERE FAILING, � 11 LL rif RUSTED, ECT. COORDINATE NUMBER OF NEW DOORS WITH 4WP PROJECT 1 / \ i MANAGER . </f4------1 0 ( u • • :.0 i (110-- \)t---- 1 KEYNOTES CONTRACTOR CONSTRUCTION NOTES -- 0111:11I1 n (REFER ONLY TO NOTES THAT ARE INDICATED BY NUMERICAL KEY ON PLAN): F I ' �/ E 1. CONTRACTOR TO REMOVE EXISTING DOOR AND FRAME WHERE INDICATED. 11 '' I; , 77____ 0 PREP AREA TO RECEIVE NEW WORK. VERIFY IF ANY DOORS ARE SUITABLE FOR _ i N SALVAGE AND STORE ON SITE FOR RE-USE. Your Truck&J ep Accessory Superstore i'1 -- /`', ii :02. CONTRACTOR TO REMOVE EXISTING PARTITIONS WHERE INDICATED. PREP AREA iP „, li TO RECEIVE NEW WORK. /11 z, I` F 0I O ! m 3. CONTRACTOR TO REMOVE EXISTING PLUMBING FIXTURES, WHERE INDICATED. 41 ! ; / PREP AREA TO RECEIVE NEW WORK. PLUMBING SUBCONTRACTOR SHALL CAP j� �1 r OFF, PLUG AND / OR REMOVE EXISTING SUPPLY, WASTE AND VENT PIPING AS TIGARD ,,,, _li I I I REQUIRED FOR DEMOLITION AND NEW CONSTRUCTION. , 1 II I' i 4. DEMO CEILING. PREP TO RECEIVE NEW WORK. I,� OREGON ‹,-)E----,„..„___ jl.l M CI 5. CONTRACTOR TO DEMO ALL NON-STRUCTURAL WOOD OR METAL FRAMING, ''I '! I I ABANDONED DUCT WORK, AND ANY OTHER ABANDONED ELEMENTS �'� E I i� SUSPENDED FROM CEILING. REMOVE ALL CARPET AND VCT THROUGHOUT. ,,I I,; I ''I' i rJ� 6. CONTRACTOR TO TRENCH TO AREAS OF NEW PLUMBING. VERIFY CLOSEST I, �. I"I1iI1I I- III \ POINT OF TIE IN IN FIELD TO MINIMIZE TRENCHING. 411, A I :11iV 0 LL0 j I , 7. CONTRACTOR TO TRENCH FOR NEW ELECTRICAL CONDUIT LOCATIONS. VERIFY 1;11i :11/ 4111 II I I co LOCATIONS IN FIELD WITH TENANT FIXTURE PLAN PRIOR TO TRENCHING TO CONFIRM EXACT LOCATIONS. COORDINATE WITH TENANT PROJECT MANAGER. i',II� I I� U II II 11:11 \ � ) � 8. EXISTING RESTROOMS, FIXTURES, FRP, AND GRAB BARS TO REMAIN UNLESS i, ; CI I NOTED OTHERWISE. , I - 1;11 °- _. ��I O i 9. REMOVE EXISTING WATER HEATER. SEE PLUMBING FOR NEW WORK. CI it 3 i 10. SAW CUT AND REMOVE EXISTING MASONRY TO CREATE NEW OPENING FOR 42"X �� O 42" AIR INTAKE LOUVER WHERE INDICATED. CREATE OPENING AS HIGH AS / is �,I I J, POSSIBLE TO ALLOW FOR NEW STRUCTURE AT EVEN BLOCK COURSING. VERIFY Al] measurements and items portrayed3 ;i IJ HEIGHT IN FIELD. SEE STRUCTURAL. PREP AREA TO RECEIVE NEW WORK. on this sheet are deemed to be / i : id ill i fes accurate by architect, however all I Ili I I 11. NOT USED, bidding Contractors should field verify I ! P IA 1 I 12, CONTRACTOR TO SAW CUT AND REMOVE EXISTING MASONRY TO CREATE NEW the actual conditions. Any changes to 3i1 (/ Q l 14'-0"W X 12'-0"H MASONRY OPENING. PREP AREA TO RECEIVE NEW WORK. the scope of work, and thus potential � '�— --7._..1-_ _ __ ] i i 1 change orders, should be identified and m - m ^ -j, l 13. CONTRACTOR TO SAW CUT AND REMOVE EXISTING MASONRY TO CREATE NEW communicated in your bid submittal to ' CIOAr CO 1 8'-0"X 8'-0" MASONRY OPENING. PREP AREA TO RECEIVE NEW WORK. \ I Ar 0 II the General Contractor. ^' 'r = _II 71 0 14. CONTRACTOR TO SAW CUT AND REMOVE EXISTING MASONRY TO CREATE NEW 1i2 4. !• r27�j�j0j/j17jZ1Z72Z7 �j�jpjOjU jU72� �UjZ�A M OPENING FOR MAN DOOR WHERE INDICATED. PREP AREA TO RECEIVE NEW This drawingand the design shown i5 fr I iWORK.___.__..:._ .___. 1 the property of the architect. The � , 15. REMOVE EXISTING BREAK METAL AT COLUMNS AT FRONT WINDOWS WHERE reproduction, copying or use of this 11 INDICATED. PREP AREA TO RECEIVE NEW WORK. drawing without their written consent is ' II; ! prohibited and any infringement will be III 16. REMOVE EXISTING SUSPENDED SOFFIT WHERE INDICATED. PREP AREA TO subject to legal action. 17 RECEIVE NEW WORK. is 0 11111) 11 ' IN II 1 CONTRACTOR CTOR TO REMOVE EXISTING RED TILE BASE IN EXISTING RESTROOMS. 1p, _ _ 1 1.-- -- ----' ----- . .-;_.- •--��_____.1.___�_m�___m._...._.....__.__�.�_�._�.�.�� PREP AREA TO RECEIVE NEW WORK. Job Number 1804 4 1 1 � ., J Date: 01.31.2018 , ii I - Revisions: __.__.._______-_____ _- Revisions: DEMOLITION PLAN Revisions: .._..................... ........_....._. ._.._.__.._...........:.:,..- -.._ _ ._........ .__..._ DEMOLITION PLAN SCALE: 118"=1'-0" Sheet Number: Dl ■ 0 \401410110) OXFORD ARCHITECTURE 1205 Paris Avenue Architecture Suite 205 Planning Nashville, TN 37212 Interior Architecture CONSTRUCTION SCOPE & PRICING PROPOSAL DIVISION 6 - WOODS & PLASTICS DIVISION 10 - SPECIALTIES DIVISION 15 CONTINUED - WOOD BLOCKING AS REQUIRED FOR 4WP INSTALLATION OF DISPLAY FIXTURES,SEE SCOPE DETAILS BREAKOUT SAFETY:FIRE EXTINGUISHERS,CABINETS,SIGNAGE AND ACCESSORIES THIS SCOPE OF WORK IS A HIGH LEVEL BREAKOUT OF CONSTRUCTION TASKS REQUIRED BY THE GENERAL CONTRACTOR FOR SPECIFIC REQUIREMENTS • MECHANICAL • INSTALL FIRE EXTINGUISHERS AS REQUIRED PER CODE AND APPROVED PERMIT DRAWINGS AND THEIR SUBCONTRACTORS TO MEET THE DESIRED FINISHED PRODUCT AS DEPICTED BY 4 WHEEL PARTS FLOOR PLANS �'* .� A.' AND THIS DOCUMENT.ANY WORK NOT SHOWN BUT REQUIRED TO ACHIEVE THE INTENDED RESULTS AND,'OR MEET ALL • BLOCKING IN NEW WALLS SHALL BE INSTALLED BETWEEN STUDS • INSTALL SIGNAGE PER LOCAL CODE AS REQUIRED FOR EXIT AND HAZARDOUS MATERIAL APPLICABLE BUILDING CODES AND ANY ANCILLARY MATERIAL,EQUIPMENT,OR WORK THAT MAY BE NECESSARY TO MEET • BLOCKING IN EXISTING WALLS SHALL BE SURFACE MOUNTED AND SECURED.COORDINATE WITH 4WP PROJECT BUILDING HVAC MODIFICATIONS AS REQUIRED BY CODE AND DESIGN PROFESSIONAL AS DETAILED BELOW: 6-.X • THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. COORDINATION PROCESS AND EXECUTION. INSTALL BATHROOM SIGNS(MENNJOMEN)AT EACH BATHROOM AND ADA SIGNAGE AS REQUIRED BY CODE • MODIFY EXISTING DUCTWORK IN SHOWROOM PER SHEET M1.0.16"DIAMETER PIPING OR LARGER IS DESIRED IN �w • BLOCKING FOR 4WP INTERIOR SIGN AT RED WALL PER 4WP DIRECTIVE SHOWROOM SPACE "" '�" "°') r r SITE VISIT: a . GENERAL CONTRACTORS INTERESTED IN PROVIDING PROPOSALS FOR THE DESCRIBED SCOPE OF WORK AT • PROVIDE 4 X 4 X 5/8`FINISH GRADE PLYWOOD PANEL IN IT ROOM,BOTTOM OF BOARD AT 40^A.F.F. BATHROOM ACCESSORIES MODIFY EXISTING DUCTWORK AFTER DROP CEILING DEMOLITION /� j� /f THIS LOCATION ARE REQUIRED TO PERFORM A SITE WALKTHROUGH AND ARE ENCOURAGED TO ASK • 36"AND 42"MINIMUM ADA COMPLIANT GRAB BARS • CONNECT TO EXISTING ABOVE NEW RESTROOMS AND NEW OFFICE IF POSSIBLE j"f t it J QUESTIONS TAKE PICTURES AND INCLUDE PROPOSED SUBCONTRACTORS AT THE WALKTHROUGH. PROPOSALSS FROM ANY GC THAT DOES NOT COMPLETE WALKTHROUGH WILL BE REJECTED. CASEWORK • ADA COMPLIANT MIRRORS • INSPECTION AND CLEANING OF EXISTING HVAC SYSTEMS TO REMAIN ON ROOF '' • N/A • SINGLE ROLL TOILET PAPER DISPENSER-ULINE JUMBO BATH TISSUE DISPENSER OR EQUAL • PROVIDE NEW T-STATS IN LOCATIONS AS DIRECTED BY 4WP COORDINATOR PRICING: • TRANSACTION COUNTERS SHALL BE SUPPLIED AND INSTALLED BY 4WP STAFF • PRICING PROPOSAL'S ARE TO BE SUBMITTED VIA 16 CSI DIVISION BREAKOUT AND ADDITIONAL DETAIL TOUCHLESS PAPER TOWEL DISPENSER-GEORGIA PACIFIC ENMOTION OR EQUAL ::,),A,,,,SHVIA,LE, ` BREAKOUT AS DEEMED NECESSARY BY THE GC.ANY EXCEPTIONS TO THIS SCOPE OF WORK AND/OR • SOAP DISPENSER -GOJO 800 ML WALL MOUNT DISPENSER OR EQUAL .. ' PROPOSED ALTERNATES ARE TO BE SUBMITTED WITH THE PRICING PROPOSAL. DIVISION 7 - THERMAL AND MOISTURE PROTECTION • NEW BATHROOM PARTITION PANELS AT TECH RESTROOMS PER PROJECT COORDINATOR DIRECTIVE DIVISION 16 ELECTRICAL PROPOSAL INCLUSIONS: DIVISION 1 • MISC,WORK TO REPAIR AND FLASH ROOF/WALL PENETRATIONS AS REQUIRED FOR MEP TRADES AND NEW • COMPLETE ELECTRICAL MODIFICATIONS AS REQUIRED PER PLAN AND PROVIDE A COMPLETE ELECTRICAL PACKAGE IN ACCORDANCE WITH AND IN ADDITION TO GENERAL CONDITIONS AS REQUIRED EXHAUST FANS 4WP PROVIDED AND INSTALLED PERMANENT FIXTURES(SEE SCOPE DETAIL SHEETS) PER CODE AND DESIGN PROFESSIONAL REQUIREMENTS GENERALLY INCLUSIVE OF THE FOLLOWING SCOPE BELOW • PROJECT MANAGEMENT(INCLUDING PROJECT SCHEDULE) • FIRE CAULKING AND FIRE STOPPING OF PENETRATIONS AT RATED PARTITION WALLS AS REQUIRED AT NEW • DISPLAY UNITS AND DETAILED ON SCOPE DETAIL BREAKOUT SHEETS AND ELECTRICAL AND LIGHTING FLOOR PLAN: • SITE SUPERVISION BUILDOUT • 4'X 8'SLAT WALL FIXTURES INSTALLED PER PLAN ON DIV,6 WOOD BLOCKING • REFEED EXISTING BUILDING IF REQUIRED(TBD ENGINEER REVIEW)TO SUPPLEMENT EXISTING BUILDING POWER WITH • APPLICABLE CITY,COUNTY,AND STATE TAXES • INSULATE COMMON WALLS TO INSTALLATION FACILITY FOR SOUND DEADENING PURPOSES • 4 X 8'MESH WALL FIXTURES INSTALLED PER PLAN ON DIV.6 WOOD BLOCKING ADDITIONAL PANELS AND BREAKERS PER ENGINEER DESIGN. • INSURANCE • MINI,4',8',12'PRODUCT GONDOLAS SHOWROOM,OFFICE,WAITING AREA: • ADHERENCE TO SPECIFIC PAYROLL TAXES AND INSURANCE REQUIREMENTS DIVISION 8 - DOORS AND WINDOWS • ROLLING WHEEL/TIRE DISPLAYS • MISC.ELECTRICAL DEMOLITION • SAFETY EXPENSES • MOVABLE TONNEAU COVER DISPLAY • REMOVAL OF EXISTING LIGHT FIXTURES • BUILDING PERMITS NEW HM DOORS,STOREFRONT DOORS AND FRAMES SIZE AND QUANTITY PER PLAN.BASIS OF DESIGN ARE TIMELY • 3 X 6'SALES COUNTER WITH ADA COMPLIANT FOLD OUT TABLE • INSTALLATION OF NEW LED HIGH BAY LIGHT FIXTURES ON SWITCHED CIRCUITS PER PLAN.REQUIRED NUMBER OF CLASSIC FRAMES CIRCUITS AND SWITCH BANKS AS REQUIRED BY LOCAL JURISDICTION • INSPECTIONS AS REQUIRED • HANGING TRUSS SYSTEMS AT COUNTERS,PROJECTOR SCREENS,AND DISPLAY VEHICLES • SPECIAL INSPECTIONS COORDINATED AND PAID THROUGH 3RD PARTY • DOORS/FRAMES IN PARTITION WALLS TO BE KNOCKDOWN TYPE FRAMES WITH POLYSTYRENE CORE HM DOORS. • SIGNAGE • ADDITIONAL CIRCUITS WHERE SHOWN ON PLAN WITH DUPLEX OR QUADPLEX RECEPTACLES • DOORS/FRAMES IN STRUCTURAL WALLS MUST BE WELDED FRAMES WITH RATED DOORS. • DUPLEX RECEPTACLE MOUNTED AT 65'CENTERED IN"RED WALL" • STAMPED CONSTRUCTION DRAWINGS • INTERIOR AND EXTERIOR SIGNAGE TO BE PROVIDED BY 4WP • IN WAITING AREA • THE GC IS REQUIRED TO WORK WITH 4WP CONTRACTED DESIGN PROFESSIONALS TO SUBMIT APPLICABLE PERMIT 36"H SST CRASH PLATES ON ALL NEW AND EXISTING DOORS BETWEEN INSTALLATION FACILITY,STOCK AREA • SIGNAGE INSTALLED THROUGH 4WP SUBCONTRACTOR.GC WILL BE ASKED TO COORDINATE INSTALL SCHEDULE WITH DUPLEX RECEPTACLE MOUNTED AT 65"PER PLAN FOR TV DRAWINGS FOR REVIEW AS REQUIRED. AND SHOWROOM(12 DOORS) 4WP SUBCONTRACTOR AND COORDINATE ELECTRICAL REQUIREMENTS AND TIMECLOCK WITH INSTALLER,ELECTRICAN • NEW ELECTRICAL CONDUIT AND DATA CONDUIT TO SALES COUNTERS APPLICABLE CONSULTANTS MAY INCLUDE LICENSED ARCHITECT AND STRUCTURAL,ELECTRICAL,MECHANICAL ENGINEERS INSPECT ALL EXISTING MAN DOORS FOR FUNCTION AND RUST.COORDINATE WITH 4WP PROJECT COORDINATOR • OUADPLEX RECEPTACLES IN COUNTER PER PLAN • FOR DOORS THAT NEED TO BE REPLACED • THE DESIGN PROFESSIONALS WILL WORK WITH GC AND 4WP PROJECT COORDINATOR TO PRODUCE PERMIT DRAWINGS AS DIVISION 11 - EQUIPMENT • TRENCHES WITH DUPLEX FLOOR RECEPTACLES TO 4WP FIXTURES(TIRE STANDS.GONDOLAS) REQUIRED FOR THE SPECIFIC SCOPE BEING PERFORMED AT THIS LOCATION 3070 DOORS-SEE DOOR SCHEDULE FOR QUANTITY,6070 DOUBLE DOORS-SEE DOOR SCHEDULE FOR QUANTITY • ELECTRICAL DROPS(MC WITH SURFACE MOUNT RECEPTACLES)TO TRUSSES FOR TV's, • REFUSE DUMPSTERS&DISPOSAL FOR GC&4WP 8'X 8'MOTOR OPERATED INSULATED COILING OH DOOR (OVERHEAD DOOR MODEL 470 INSULATED SECTION • `ALL PHONE AND DATA PROVIDED BY 4VUP SUBCONTRACTORS.GC TO COORDINATE WITH TRADES FOR STEEL BACK DOOR OR APPROVED EQUAL) 4WP •PROVIDED INSTALLATION FACILITY EQUIPMENT INSTALLED BY 4WP 3RD PARTY(SEE SCOPE DETAIL SHEETS FOR • DUMPSTER WILL ALSO BE UTILIZED BY 4WP STAFF AND INDEPENDENTLY CONTRACTED TRADES(FLOORING CONTRACTOR) ADDITIONAL SPECIFICATIONS) INSTALLATION AND CONDUIT NEEDS IN TRENCHES AND NEW PARTITION WALLS` • 14 X 12'-0` MOTOR OPERATED INSULATED COILING OH DOOR. (OVERHEAD DOOR MODEL 470 INSULATED • SANITARY FACILITIES AS REQUIRED PER GENERAL REQUIREMENTS,USE OF EXISTING RESTROOMS IS PREFERABLE IF PRESENT SECTION STEEL BACK DOOR OR APPROVED EQUAL) • COMPRESSED AIR AND SERVICEABLE THROUGH CONSTRUCTION • TWO 7.5 HP AIR COMPRESSORS(CHAMPION MODEL ADV-VR7F8) STOCK AREA • ANY AND ALL NECESSARY EQUIPMENT FOR GC'S SCOPE OF WORK AND THEIR SUBCONTRACTORS TO BE PROVIDED BY GC • AIR DRYER(CHAMPION MODEL CRH50) • MISC.ELECTRICAL DEMOLITION IF REQUIRED INCLUDING BUT NOT LIMITED TO SCISSOR LIFTS,FORKLIFT,SKID STEER,ETC. • 10K,12K TWO POST HOISTS(ROTARY MODEL SP012N7T5BL,ROTARY MODEL SP012N7T5BL) • REMOVAL AND SALVAGE OF EXISTING LIGHT FIXTURES DIVISION 8 & 9 - FINISHES • 4 POST ALIGNMENT RACK(ROTARY MODEL AR014N102YBL) • INSTALLATION OP ALL NEW LED HIGH BAY LIGHT FIXTURES DIVISION 2 - DEMOLITION PER D1 .0 PLAN • ALIGNMENT COMPUTER SUPPLIED BY HUNTER ENGINEERING • ADDITIONAL CIRCUITS WHERE SHOWN ON PLAN WITH DUPLEX OR QUADPLEX RECEPTACLES NEW LIGHT GAUGE FRAMED PARTITION WALLS&FURRED&FINISHED INTERIOR WALLS • MINIMUM DISTANCE FROM RACK TURNTABLE TO OBSTRUCTION IS 110" • DUPLEX RECEPTACLE TO WORKBENCH/COMPUTER PER PLAN • REMOVAL OF EXISTING DEBRIS LEFT BY PREVIOUS TENANT CONSTRUCT NEW INTERIOR WALLS USING LIGHT GAUGE FRAMING PER PLAN AND STRUCTURAL DESIGN IF • TIRE MOUNT(HUNTER MODEL TCX53EW)AND BALANCE(HUNTER MODEL SWT12)MACHINES SUPPLIED BY HUNTER * MODIFY LIGHTING CIRCUITS FOR SWITCHED OPERATION PER PLAN Your Truck &Jeep Accessory Superstore • SELECTIVE DEMOLITION OF WALL FIXTURES AND ITEMS PERMANENTLY AFFIXED TO WALL REQUIRED. ENGINEERING • SAW CUTTING OF NEW OPENINGS AT EXTERIOR WALL FOR DRIVE IN ACCESS,STOCK AREA ACCESS,AND EGRESS MAN DOOR • DESIGN OF WALLS AND MATERIALS OF CONSTRUCTION BY GC AND DESIGN CONSULTANTS 4WP PROVIDED EQUIPMENT INSTALLED BY 4WP STAFF CROSS DOCK AREA • DEMOLITION OF EXISTING PARTITION WALLS SCHEDULED TO BE REMOVED • TYPICAL MATERIALS OF CONSTRUCTION:25-20 GAUGE STUDS DEPENDENT ON 16"OR 24'SPACING AND HEIGHT • PARTS WASHER • INSPECTION OF EXISTING LIGHT FIXTURES.REPAIR AND REPLACE AS REQUIRED. • DEMOLITION OF EXISTING,DOORS,WINDOWS,ACCESS SCHEDULED TO BE REMOVED • SYSTEM CONSISTING OF TRACK,STUDS,U CHANNEL,FURRING AND HEADERS TO COMPLETE INSTALLATION. • INSTALLATION OF ADDITIONAL SALVAGED FIXTURES AS REQUIRED BY 4WP PROJECT COORDINATOR(ASSUME 4 • DEMO EXISTING VCT FLOORING,CARPET THROUGHOUT BUILDING LIMITS • DRYWALL COVERING TO MEET REQUIRED RATING OF PARTITION. 4WP PROVIDED EQUIPMENT INSTALLED BY GC FIXTURES) • DEMO EXISTING ELECTRICAL NOT TO BE REUSED INCLUDING WIRES,CONDUITS,RECEPTACLES,AND LIGHTS • TYPICAL INSTALLATION IS 5/8"DRYWALL AND LEVEL 4 FINISH AT EXPOSED/FINISHED AREAS AND LEVEL 3 FINISH • AIR DROP FILTER ACCESSORIES • ADDITIONAL CIRCUITS WHERE SHOWN ON PLAN WITH DUPLEX OR QUADPLEX RECEPTACLES • DEMOLITION OF EXISTING DROP CEILING THROUGHOUT SPACE. BEHIND NEW WALL FIXTURES ON SHOWROOM SIDE AND LEVEL 4 ON INSTALLATION FACILITY/STOCK AREA • MODIFY LIGHTING CIRCUITS FOR 3 WAY SWITCHED OPERATION PER PLAN. • DEMOLITION OF HVAC DUCTWORK ABOVE DROP CEILING(TO BE REPLACED WITH NEW) WALLS.ALTERNATE LEVEL 3 FINISH WITH LIGHT TEXTURE OF WALLS PER PROJECT COORDINATOR DIRECTIVE AND TIGARD, • INSPECT AND MAKE SAFE ELECTRICAL TO REMAIN, GC OPTION• "RED WALL"REQUIRES SMOOTH LEVEL 5 FINISH.SEE"RED WALL"SCOPE DETAIL BREAKOUT DIVISION 12 - FURNISHINGS INSTALLATION FACILITY • DEMOLITION OF EXISTING LIGHTING FIXTURES AT SHOWROOM AND INSTALLATION FACILITY • SCAB IN STUDS AND CONTINUE DRYWALL TO DECK WHERE SHOWN ON SHEET A1.0 • MISC.ELECTRICAL DEMOLITION IF REQUIRED OREGON• TRENCHING FOR NEW ELECTRICAL AND PLUMBING4WP SUPPLIED AND INSTALLED FURNISHINGS IN ADDITION TO DIVISION 10 SPECIALTIES • REMOVAL OF EXISTING LIGHT FIXTURES• INSTALLATION OF TEMPORARY FLOOR COVERING AFTER POLISHED FLOORING 1S COMPLETE-RAM BOARD 230 OR EQUAL MISCELLANEOUS DRYWALL INFILL AND PATCHING • INSTALLAT€ON OF NEW LED HIGH BAY LIGHT FIXTURES • PATCH EXISTING DRYWALL AND SKIM AS REQUIRED TO ACHIEVE LEVEL 3 OR 4 FINISH WHERE REQUIRED. SHOWROOM,WAITING ROOM,OFFICES • ADDITIONAL CIRCUITS WHERE SHOWN ON PLAN WITH DUPLEX OR QUADPLEX RECEPTACLES DIVISION 2-EXTERIOR IMPROVEMENTS • TVS AT HANGING TRUSSES • DUPLEX SERVICE RECEPTACLES ON HOISTS PER PLAN.RECEPTACLES MUST BE GFCI TYPE • SEALCOAT&RE-STRIPE EXISTING PARKING LOT WHERE REQUIRED AND REPAINT CURBS SCHEDULED TO BE REPLACED INSPECT EXISTING STEEL GRID SUSPENSION SYSTEM IN OFFICE,HALLWAY,AND RESTROOMS WHICH SHALL • W AT WAITING ROOM • 208-230 V 50 AMP SERVICE RECEPTACLES FOR WELDING EQUIPMENT PER PLAN • REMOVE PARKING SIGNS AS APPLICABLE CONSIST OF ALL MAIN AND CROSS RUNNERS,PERIMETER TRIM,CONNECTORS,WANGER5,AND ACCESSORIES AS • WAITING ROOM SEATING • AIR COMPRESSORS(CHAMPION MODEL ADV-VR7F8) REQUIRED.GRID SYSTEM MUST PERMIT THE INSTALL OF RECESSED(LAY IN)LIGHTING FIXTURES • UPDATE LANDSCAPING AND PERFORM UPGRADES AS REQUIRED TO SATISFY MUNICIPALITY MINIMUM REQUIREMENTS. (ALL NEW SUSPENSION SYSTEMS TO MEET SEISMIC CATEGORY D REQUIREMENTS) • VENDING MACHINES • INSPECT AND CERTIFY EXISTING ELECTRICAL CONNECTION.RE-FEED AND CLEAN UP A5 REQUIRED TO MEET • POWER WASH AND CLEAN ENTIRE BUILDING EXTERIOR INCLUDE EIFS,VENEER,CMU,AND CONCRETE(SEE DIV 9 FOR • 518 OR 1/4"AP-1 RATED 24"X 48"WHITE CEILING TILES AND GRID IN OFFICE • OFFICE DESK AND ACCESSORIES REQUIREMENTS PAINTING REQUIREMENTS) • SAFE • COMPRESSED AIR DRYER(CHAMPION MODEL CRH50) BASE TREATMENT • SALES COUNTERS(4 EA) • AIR DRYER REQUIRES A DEDICATED 110 VOLT 20 AMP MINIMUM SERVICE WITH RECEPTACLE WITHIN 2'OF AIR DRYER DIVISION 3 - CONCRETE • INSTALL 4"VINYL BASE AT ALL WALLS OR AS DIRECTED BY 4WP PROJECT COORDINATOR • SALES COMPUTERS AND ACCESSORIES AS SHOWN ON PLAN • ROPPE 700 SERIES BLACK 4'X 118"RUBBER WALL COVER BASE OR APPROVED EQUAL • MERCHANDISE GRAPHICS * 10K HOIST(ROTARY MODEL SP012N7T5BL) • WINDOW GRAPHICS • DEDICATED 208-230 VOLT 20 AMP SERVICE FOR SINGLE PHASE(CHECK WITH PROJECT COORDINATOR FOR 3 PHASE CONCRETE CUTTING AND PATCHING INTERIOR PAINT AND COATINGS REQUIREMENTS) • INTERIOR 4WP LIGHTED SIGN • 12K HOISTS(ROTARY MODEL SP012N7T5BL) i • PAINT ALL WALLS AND CEILINGS AS REQUIRED PER FINISHES PLAN AND COLOR SPECIFICATIONS PROVIDED IN • ALL SALES MERCHANDISE • INFILL CONCRETE FLOORS AS REQUIRED AT EXISTING TRENCHES,PITS,VOIDS,ETC.MINIMUM 3500 PSI CONCRETE SCOPE DETAIL BREAKOUT • DEDICATED 208-230 VOLT 20 AMP SERVICE FOR SINGLE PHASE(CHECK WITH PROJECT COORDINATOR FOR 3 PHASE • USE OF HIGH EARLY STRENGTH CONCRETE IS PREFERRED WHERE SCHEDULING CONFLICTS ARISE WITH REQUIRED CURE • TYPICAL PAINTING MATERIALS ARE SHERWIN WILLIAMS AND BENJAMIN MOORE REQUIREMENTS) TIMES STOCK AREA . • EGGSHELL SHEEN FOR ALL WALLS.FLAT CEILING • 4 POST ALIGNMENT RACK(ROTARY MODEL ARO14N102YBL) • SAW CUT AND TRENCH CONCRETE AT NEW UTILITY LOCATIONS FOR ELECTRICAL IN SHOWROOM INCLUDING COUNTERS AND • TECH WORK BENCH • PROPOSED ALTERNATE MATERIALS MUST BE APPROVED BY 4WP PROJECT COORDINATOR . DEDICATED 208-230 VOLT 20 AMP SERVICE FOR SINGLE PHASE(CHECK WITH PROJECT COORDINATOR FOR 3 PHASE FLOOR DISPLAYS AS SHOWN ON SHEET D1.0 • MISC.STORAGE FIXTURES OTHER THAN PALLET RACKING AND TIRE RACKING IN DIVISION 10 REQUIREMENTS) • INSTALL BASE COURSE AS REQUIRED AND POUR TRENCHES TO EXISTING GRADE.TYP.CLASS 67 PIT RUN OR APPROVED • PAINT 4WP SUPPLIED ZOLATONE PANELS PER SCOPE DETAIL BREAKOUT IN THE NUMBER AND QUANTITY AS SHOWN • ALIGNMENT MACHINE(HUNTER ENGINEERING MODEL WA-48X) ALTERNATE INSTALLATION FACILITY • ZOLATONE PAINT PROVIDED BY 4WP.PRIMER(GRAY TINTED)AND LABOR PROVIDED BY GC. • ALIGNMENT COMPUTER POWERED BY 120 V 20 AMP DEDICATED SERVICE All measurements and items ortra ed p y • TYPICAL MEANS AND METHODS ARE TO PAINT STANDING VERTICALLY AND SPRAYING IN BOTH THE HORIZONTAL • WALL MOUNT PLUG PER PLAN AT 18"AFF • FINISHED CONCRETE FLOORING IN SHOWROOM,INSTALLATION FACILITY AND STOCK AREA PROVIDED BY GENERAL • CHEMICAL CABINETS on this sheet are deemed to be CONTRACTOR.SEE SCOPE DETAILS BREAKOUT FOR SPECIFIC REQUIREMENTS AND VERTICAL PLAN PER MANUFACTURERS RECOMMENDATION • WHEEL BALANCE MACHINE(HUNTER ENGINEERING MODEL SWT12) • TECH COMPUTER WORK STATIONS • WHEEL BALANCER POWERED BY 220 V 10 AMP DEDICATED CIRCUIT WITH NEMA L6-20P TWIST LOCK CONNECTOR accurate by architect, however all EXTERIOR PAINTING • TOOL CARTS,CABINETS,BOXES,AND MISC,WORK BENCH ACCESSORIES • TIRE CHANGE MACHINE(HUNTER ENGINEERING MODELTCX53EW) bidding Contractors should field verify DIVISION 4 - MASONRY • CLASSCBOLTBINS • WHEEL BALANCER POWERED BY 220 V 20 AMP DEDICATED CIRCUIT WITH NEMA L6-20P TINIST LOCK CONNECTOR the actual conditions. Any changes to • REPAIR EIFS AS REQUIRED PRIOR TO PAINTING OPERATIONS • VENEER AND CMU MODIFICATIONS AS REQUIRED TO FACILITATE NEW OPENINGS TO INTERIOR&EXTERIOR OF BUILDING FOR • PAINT EXTERIOR OF BUILDING SOUTH AND EAST FACES PER SPEC BREAKOUT SHEETS AND PROJECT the scope of work, and thus potential DOORS,STOREFRONTS,MEP PENETRATIONS,ETC.AS DETAILED BELOW COORDINATOR DIRECTIVE. DIVISION 13 - SPECIAL CONSTRUCTION SECURITY,DATA,AND PHONES change orders, should be identified and •• SAWCUT PER SHEET D1.0 AND DIV 2 REQUIREMENTS • 4WP SHALL COORDINATE WITH PROPERTY MANAGER ON PAINT CODES FOR APPROVAL BEFORE PAINTING.NO • SECURITY SYSTEM PROVIDED THROUGH TYCO,CONTRACTED DIRECTLY WITH 4WP •• WRAP OPENINGS WITH DECORATIVE METAL CAP PLATE AFTER SAW CUTTING EXTERIOR PAINTING OR MODIFICATIONS SHALL OCCUR WITHOUT PRIOR WRITTEN APPROVAL. FIRE SUPPRESSION/FIRE ALARM • GC RESPONSIBLE FOR LEAVING SECURITY WIRING IN PLACE MARKED BY TYCO FOR REUSE communicated in your bid submittal to • INSTALL OR MAKE MODIFICATIONS TO THE EXISTING FIRE ALARM SYSTEM AS REQUIRED BY LOCAL CODE. • DATA SYSTEM PROVIDED THROUGH SUBCONTRACTOR CONTRACTED DIRECTLY WITH 4WP the General Contractor. DIVISION 5 - METALS • MODIFICATIONS TYPICALLY INCLUDE: • GC RESPONSIBLE FOR CONDUIT IN TRENCHES TO SALES COUNTERS,NEW PARTITION WALLS AS REQUIRED,AND •• ADDITION OF NEW SPRINKLER HEADS TO PROTECT INTENDED USE OF SPACE ANY LOCATION REQUIRING CONDUIT TO PULL REQUIRED DATA LINES • PROVIDE STRUCTURAL STEEL MODIFICATIONS TO EXISTING BUILDING ENVELOPE AS REQUIRED TO FACILITATE NEW •• MODIFY SPRINKLER HEADS AROUND NEW PARTITIONS • LOCAL INTERNET PROVIDER WILL NEED ACCESS TO THE SITE TO INSTALL UPDATED MAIN LINE SYSTEMS BEFORE This drawing and the design shown is OPENINGS AND STRUCTURAL BUILDING SUPPORT PER APPROVED ENGINEERED STRUCTURAL DRAWINGS. •• NEW DROP PIPES FOR NEW RESTROOMS,OFFICE AND WAITING AREA AS REQUIRED. FINAL DATA AND PHONE PULLS ARE COMPLETE ther0 ert of the architect. The - 12'-8'H X 16'W VEHICLE ACCESS DOOR •• MODIFICATIONS FOR NEW CEILING HEIGHT AND BUILDIN OP TO UNDERSIDE OF ROOF DECK P p y •• 8'H X 8 W STOCK AREA ACCESS DOOR • GC AND/OR THEIR SUBCONTRACTOR ARE RESPONSIBLE FOR DESIGN,PERMIT,AND ANY AND ALL INSPECTIONS REQUIRED reproduction, copying or use of this •• 3W X 7 HIGH EGRESS DOOR(IF REQUIRED BY CODE) TO THE SYSTEM drawing without their written consent is DIVISION 15 - MECHANICAL prohibited and any infringement will be subject to legal action. PLUMBING • INSTALL NEW HW HEATER IN NEW LOCATION ABOVE NEW RESTROOMS • ADA COMPLIANT TOILETS AND SINKS • NEW FIXTURES IN CUSTOMER RESTROOMS Job Number: 1804 • WALL MOUNT SINKS-AMERICAN STANDARD LUCERNE 0356.041,COLONY 2175.205 OR EQUAL • WATER CLOSET/TOILET-AMERICAN STANDARD CADET 3 FLOWISE 2832.128,CHURCH 9500 C OR EQUAL • CLEAN AND INSPECT EXISTING FIXTURES IN EXISTING RESTROOMS Date: 01.31.2018 ADA COMPLIANT HI(LO DRINKING FOUNTAIN AT DESIGNATED LOCATION IN SHOWROOM HALLWAY • HALSEYTAYLOR HACBFSBL-WF-Q-ADA OR EQUAL Revisions: • FLOOR MOUNTED UTILITY SERVICE SINK •• MUSTEE 19CF OR EQUAL Revisions: SERVICE AIR SYSTEM • HOOKUP OF 4WP PROVIDED AIR COMPRESSORS AND AIR DRYER • PROVIDE NEW 3/4"TYPE L COPPER LOOP AIR SYSTEM WITH 3/4"SERVICE DROPS,VALVES,FILTERS,DRAIN LEGS IN Revisions: QUANTITY AND LOCATIONS AS SHOWN ON PLAN • SEE COMPRESSED AIR SCOPE DETAIL SHEETS FOR ADDITIONAL REQUIREMENTS CONSTRUCTION SCOPE OF WORK • HOSE REELS PROVIDED AND INSTALLED BY 4WP Sheet Number: AO . 0 \sloarilio) COLOR SCHEDULE DOOR SCHEDULE DOOR REMARK NOTES OXFORD EXTERIOR PAINT MARK SIZE TYPE MATERIAL FRAME HARDWARE SET REMARKS 1. ALL EXTERIOR DOORS TO BE KEYED ALIKE. ARCHITECTURE D1 EXISTING RE-USE EXISTING RE-KEY PAINT EXTERIOR OF BUILDING. COORDINATE PAINTING OF EXTERIOR INCLUDING PAINTING OF ADJACENT TENANT EXTERIOR WALLS WITH 4WP PROJECT MANAGER TO 2. PROVIDE AND INSTALL'EMPLOYEES ONLY"SIGN WHERE INDICATED. THE EXTENT OF EXTERIOR PAINTING PRIOR TO INSTALLATION. PAINT SPECIFICATIONS TO MATCH TENANT CRITERIA SPECIFICATIONS DIVISION 9- EXTERIOR PAINT D2 EXISTING RE-USE EXISTING RE-KEY 1205 Paris Avenue Architecture D3 14'-0"X 12'-0" B INSULATED MTL. MTL. BY DOOR SUPPLIER SEE NOTE NO. 8 3. PROVIDE AND INSTALL"NOT FOR EGRESS"SIGN, Suite 205 Planning BASE COLOR- ICE GRAY SATIN SW 2727 D4 NOT USED Nashville, TN 37212 Interior Architecture UPPER COLOR- BATTLE GRAY SATIN SW71564. PROVIDE AND INSTALL"EMERGENCY EGRESS"SIGN. D5 PR3'-0"X71-0" E ALUM./GLASS MTL. BY DOOR SUPPLIER SEE NOTE 15 FRONT CORNICE- SAFETY RED AS APPROVED BY TENANT D6 8'-0"X 8'-0" B INSULATED MTL. MTL, BY DOOR SUPPLIER SEE NOTE NO. 8 5. PLACE IN PROPER WORKING ORDER. RIGHT CORNICE- BATTLE GRAY SATIN SW7156 D7 3'-0"X T-0" C H.MTL H.MTL. 9 WD FRAME-SEE NOTES 4,12 6. REPLACE HARDWARE SET. D8 PR3'-0"X 7'-0" D H.MTL H.MTL, 4 KD FRAME-SEE NOTE 11, 13 EXISTING GLAZING FRAMES AROUND STOREFRONT TO BE PAINTED BLACK IF REQUIRED. 7. INSULATED COILING METAL DOOR. " ' D9 3'-0"X T-0" C H.MTL H.MTL. 2 KD FRAME-SEE NOTE 2, 10, 11 4, . -"-.7/ SHOWROOM D10 3'-0"X T-0" C H.MTL H.MTL. 2 KD FRAME-SEE NOTE 11 8. INSTALL NEW COILING OVERHEAD DOOR BY CORNELL W/ELECTRIC OPERATOR, (2) REMOTES, CHAIN KEEPER AND REVERSING S G SAFETY CEILING: D11 3'-0"X 7'-0" C H.MTL H.MTL. 10 KD FRAME-SEE NOTE 11 EDGE. PRICE AS ALTERNATE TO INSTALL CORNELL OR APPROVED EQUAL W/ELECTRIC OPERATOR, (2) REMOTES, CHAIN KEEPER AND , ,; GLEN ��RD 1 REVERSING SAFETY EDGE. VERIFY MASONRY OPENING PRIOR TO ORDERING DOOR.CONTACT KIMBERLY GOLDOVICH FOR PRICING AND d ' 1/ -PAINTING OF SHOWROOM CEILING: (FLAT DRYFALL) D12 3-0"X T-0" C H.MTL H.MTL, 3 KD FRAME-SEE NOTE 11 SPECIFICATIONS @ 800.882.6773 EXT. 614. • . NASHVILLE,IN` _,,,, -PAINT CODE: BENJAMIN MOORE(BM:2067-10 MIDNIGHT NAVY) 013 3'-0"X 7-0" C H.MTL H.MTL, 3 KD FRAME-SEE NOTE 11 WALLS: D14 PR3'-0"X 7'-0" E ALUM./GLASS MTL. BY DOOR SUPPLIER SEE NOTE 15 9. DOOR TO REMAIN PERMANENTLY LOCKED. REMOVE EXIT SIGNS IF EXISTING -PAINTING OF SHOWROOM WALLS, COLUMNS, REGISTERS, VENTS, ETC. (EGGSHELL) D15 EXISTING RE-USE EXISTING RE-KEY 10. REUSE EXISTING DOOR TYPE'A'AT MANAGERS OFFICE. PAINT. -PAINT CODE: BENJAMIN MOORE (BM: 2133-40 DIOR GREY) D16 EXISTING RE-USE EXISTING RE KEY -PAINTING OF THE 12'W X 12 H' "RED WALL" BEHIND THE SALES COUNTER FOR THE 4WP SIGN 11. DOORS/FRAMES IN PARTITION WALLS TO BE KNOCKDOWN TYPE FRAMES WITH POLYSTYRENE CORE HM DOORS. PAINT CODE: BENJAMIN MOORE (BM: 2000-10 RED) D17 EXISTING RE-USE EXISTING RE-KEY D18 EXISTING RE-USE EXISTING RE-KEY 12. DOORS/FRAMES IN STRUCTURAL WALLS MUST BE WELDED FRAMES WITH RATED DOORS. WAITING ROOM: 019 EXISTING RE-USE EXISTING RE-KEY 13, 36"H SST CRASH PLATES ON ALL NEW AND EXISTING DOORS BETWEEN INSTALLATION FACILITY, STOCK AREA AND SHOWROOM. -PAINTING OF WAITINGROOM WALLS, (EGGSHELL) 0-1 5'-0"X 8'-0" CASED OPENING PAINT: BENJAMIN MOORE(BM: 21-40 DIOR GREY) 14. CONTRACTOR TO PRICE AS ALTERNATE TO MODIFY HEIGHT OF OPENING IF SPECIFIED DOOR DOES NOT FIT WITHIN EXISTING OPENING. SEE STRUCTURAL. DOORS: -PAINT NEW AND EXISTING DOORS ON STOCK AREA, INSTALLATION FACILITY, BATHROOMS, OFFICE AS 15. 72"X 84'OR 36"X 96"OPENINGS TO BE PROVIDED AS:P11 PLUS,WITH 10"X 30'ADA COMPLIANT WINDOWS, 18"TALL BUMPERS,COLOR:AS APPLICABLE(EGGSHELL) 1-1 SELECTED BY TENANT. DURULITE STANDARD DOORS WITH 20"X 30"ADA COMPLIANT WINDOWS, 36"TALL BUMPERS, COLOR:AS SELECTED -DOORS: BENJAMIN MOORE(BM:2127-20 BLACK INK) I BY TENANT. GC TO COORDINATE WITH BARKY STUART ON DOOR SPEC AND REQUIREMENTS. . I -DOOR FRAMES: BENJAMIN MOORE (BM:2127-20 BLACK INK) '' HARDWARE SCHEDULE 1 . *DOOR FRAMES TYPICALLY REQUIRE ADDITIONAL SANDING, PREP WORK, AND PRIMING BEFORE COATING' - I 'A' IBI ICI 'D1 IE{ OFFICE: (SET#01) PAINT ALL INTERIOR WALLS IN OFFICE AND ADMINISTRATIVE ROOMS (EGGSHELL) EACH: PAINT CODE; SHERWIN WILLIAMS SWISS COFFEE (FR487) GENERAL DOOR NOTES 3 HINGES ECBB110041/2 X4 1/2 US26D HA TO ORDER DOOR HARDWARE CONTACT 1 LOCKSET 9K3 7D15D L/C S3{100) 626 BE MCCARTH EY, JONES & WOODARD FOR DOOR RESTROOMS: I ORANGE TEMPORARY CORE ORANGE CORE BE HARDWARE. • DOOR MARK DESIGNATIONS:A = ALTERNATE, D = SALVAGED, E = EXISTING TO REMAIN, BARNY STUART # 615.244.3208 EXT. 114 WALLS: SHERWIN WILLIAMS SWISS COFFEE SW FR487 • SIGNAGE TO BE PROVIDED BY CONTRACTOR. INSTALL TO BE COMPLIANT W/CURRENT ISSUE ICC/ANSI A117.1 CHAPTER 1 CORE PERMANENT CORE 626 BE 1 CLOSER 8616 AF86P SN/DPK 689 DM 7. SEE GRAPHIC A4.0. I WALL STOP 236W US32D HA :1,A44,7 ,.:::.)77: 7 Q� INSTALL FRP TO 48"A.F.F. • ALL DOORS TO HAVE A.D.A. APPROVED HARDWARE. 3 SILENCER GMF-1000 GREY GREY HA ALL LOCKSETS WILL BE FURNISHED CONSTRUCTION KEYED. • GENERAL CONTRACTOR TO CHANGE OUT CONSTRUCTION CORES OF ALL HARDWARE PRIOR TO TURNOVER OF STORE. SLAT WALLS: (SET#02) AT THE END OF THE CONSTRUCTION PERIOD NEW • ALL LOCKSETS KEYED TO ESTABLISH 4WP GRANDMASTER KEY. ESTABLISH A NEW MASTERKEY AND KEY INDIVIDUALLY 3 HINGES ECBB1100 4112 X 4 1f2 US26D HA PERMANENT CORES BY INSTAKEY WILL BE FURNISHED TO ® a ffi • o - SPRAYING47- OF 4'X 4'SLAT WALL PANELS AS DIRECTED TO OPERATE ALL CYLINDERS&LOCKSETS. FURNISH (4)COPIES OF THE MASTERKEY, FURNISH (2)KEYS I LOCKSET 9K3-7AB15D UC S3(IOC) 626 BE THE CONTRACTOR WHO WILL THEN CHANGE THEM OUT • PANELS PROVIDED BY 4WP PER LOCK. 1 ORANGE TEMPORARY CORE ORANGE CORE BE AND RETURN THE CONSTRUCTION CORES TO THE SUPPLIER. • QUANTITY: 54 • WHERE APPLICABLE, ELECTRICIAN RESPONSIBLE FOR MAKING FINAL CONNECTION BETWEEN SECURITY SYSTEMS 1 CORE PERMANENT CORE 626 BE THERE WILL BEA SEALED CARTON WITH THE SHIPMENT. • COLOR:ZOLATONE GREY TEXTURED COATING WORK AND DOOR WIRING. 1 WALL STOP 236W US32D HA THE CONTRACTOR IS TO TURN THAT SEALED CARTON OVER • 4WP PROVIDED PAINT 3 SILENCER GMF-1000 GREY GREY HA TO THE 4WP STORE MANAGER AND GET THEIR SIGNATURE AIRLESSON THE ENCLOSED RECEIPT. FORWARD THAT RECEIPT • POLOMYX (SET#03) ALONG WITH THE CONSTRUCTION CORES AND CONTROL TIGARD • POLOMYX AIRLESS PRODUCT DATA SHEET 3 HINGES £CBB1100 4112 X 4112 US26D HA " 1 PRIVACY SET K3-0050 S3 626 BE KEYS TO THE SUPPLIER'MJW, ' • HTTP:/NVWW.ZOLATONE.COMIDOCUMENTSIPOLOMYXAIRLESS_PRO DUCTDATASHEET.PDF THE ITEMS IN THE SEALED CARTON ARE FOR FUTURE STORE 1 CLOSER 8616 AF86P SN/DPK 689 DM • POLOMYX AIRLESS APPLICATION GUIDE 1 WALL STOP 236W US32D HA OPERATIONS AND ARE NOT CONSTRUCTION RELATED. OREGON • HTTP://WWW.ZOLATONE.COM/DOCUMENTS/POLOMYXAIRLESS_AP PLICATIONGUIDE.PDF 3 SILENCER GMF-1000 GREY GREY HA • APPROVED GREY PRIMER TO BE PROVIDED BY CONTRACTOR (SET#04) • CONTRACTOR TO SPRAY PANELS IN VERTICAL ORIENTATION PER APPLICATION GUIDE AND 4WP DIRECTION 6 HINGES EC6B1100 4112 X 41/2 US26D HA 2 FLUSH BOLT 282D 12" US26D HA INSTALLATION FACILITY/STOCKROOM 1 LOCKSET 9K3-7AB15D L/C S3(10C) 626 BE 1 ORANGE TEMPORARY CORE ORANGE CORE BE PAINT ALL WALLS IN INSTALLATION FACILITY AND STOCK AREA PER TENANTS FINISHES PLAN. 1 CORE PERMANENT CORE 626 BE CLOSR DARK GREY-(CHARCOAL GREEN)- SEMI-TO 6'-0"A.F.F. SW 2251 1 WALL S 8616 AF86P SN/DPK 689 DM 2 WALL STOP 236W US32D HA RED-(SAFETY RED)- SEMI- FROM 6'-0"TO 7'-6"A.F.F. SW B66R38 2 SILENCER GMF-1000 GREY GREY HA (SET#05) SWISS COFFEE-(OFF WHITE)- SEMI- FROM 7'-6"A.F.F.TO CEILING SW FR48 GC OPTION TO PAINT SWISS COFFEE FLAT OR EGGSHELL IF PREFERRED ALL HARDWARE BY OVERHEAD DOOR SUPPLIER (SET#06) ALL HARDWARE BY SLIDING DOOR MFR. FINISH SCHEDULE (SET#07) 6 HINGES ECBB1101 4112 X 4112 NRP US32D HA CEILING BASE FLOOR REMARKS 2 FLUSH BOLT 282D 12" US26D HA ROOM # ROOM WALLS 1 LOCKSET 9K3-7D15D LIC S3(IOC) 626 BE 101 SHOWROOM PTD, GYP./C.M.U.(SEE COLOR SCHEDULE) DRYFALL PAINT(SEE COLOR SCHEDULE) VINYL POLISHED CONC 4, 6, 10 1 ORANGE TEMPORARY CORE ORANGE CORE BE 1 CORE PERMANENT CORE 626 BE All measurements and items portrayed 102 INSTALLATION FACILITY PTO,GYP./C.M.U, (SEE COLOR SCHEDULE) PAINT AS REQUIRED(SEE COLOR SCHEDULE) VINYL SEALED CONC 5, 7, 8 2 CLOSER 8616 DS SN/DPK 689 BE on this sheet are deemed to be 2 PROTECTION PLATE 1945 36'X 34' US32D HA 103 MEN'S PTD.GYP./FRP NEW ACT @ 9-0"A.F.F. VINYL POLISHED CONC 2, 4 1 SECURITY BAR BY ESI-SB-01-006 SB accurate by architect, however all FURNISHED BY 4WP bidding Contractors should field verify 104 WOMENS PTD. GYP./FRP NEW ACT @ 9-0"A.F.F. VINYL POLISHED CONC 2, 4 1 DRIP CAP 8105 76" MIL HA the actual conditions. Any changes to 105 STOCK AREA PTD.GYP./C.M.U.(SEE COLOR SCHEDULE) EXPOSED VINYL SEALED CONC 5, 8 2 D 1 ET WEATHERSTRIP 6915 V 1 X 72"2 X 80' MIL HA DOOR BOTTOM 789S W 26" MIL HA p work, and scope ofd thus potential 106 CORRIDOR PTD.GYP. NEW ACT @ 9-0"A.F.F. VINYL POLISHED CONC 1, 3, 4 1 THRESHOLD 520S N 72" MIL HA change orders, should be identified and 2 SILENCER GMF-1000 GREY GREY HA communicated in your bid submittal to 107 MANAGERS OFFICE PTD.GYP NEW ACT @ 9-0'A.F.F. VINYL POLISHED CONC 1, 4 HEADING#08(SET#08) the General Contractor. 108 EXISTING RESTROOM FRP TO REMAIN-CLEAN INSPECT/REPLACE CEILING AS NECESSARY VINYL SEALED CONC 9 7 PROTECTION PLATE 1945 36"X 34" US32D HA 7 SECURITY BAR BY ESI-SB-01-006 SB This drawingand the design shown is 109 EXISTING RESTROOM FRP TO REMAIN-CLEAN INSPECT/REPLACE CEILING AS NECESSARY VINYL SEALED CONC 9 FURNISHED BY 4WP g ---- ---- the property of the architect. The 110 IT ROOM PTD, GYP. NEW ACT @ 9-0"A.F.F. VINYL SEALED CONC 1, 5 SET#09 reproduction, copying or use of this 3 EA. HINGES ECW1101 4 1/2 X 41/2 NRP 260 HA 111 WAITING AREA PTD. GYP. DRYFALL PAINT(SEE COLOR SCHEDULE) VINYL POLISHED CONC 4, 6 1 DELAYED EGRESS DEVICE DE9300B BE 689 DM drawing without their written consent is 1 POWER TRANSFER ES105 DM prohibited and any infringement will be I. CEILING TILE: 2 x 4' X 3/4"MINERAL BOARD, NON-DIRECTIONAL FISSURED, MEDIUM TEXTURE, FLAME RESISTANCE CLASS A, FLAME SPREAD CLASS 1 1 POWER SUPPLY ES100 DM subject to legal action. 2. INSTALL FRP WAINSCOT COLOR: XA WHITE TO 4-0"A.F.F. ON ALL NON-MASONRY WALLS . 1 CYLINDER 1E74.C136-RP5 626 BEST 8616 3. FRP TO BE INSTALLED BEHIND AND ON ALL SIDES OF THE WATER COOLER ALCOVE TO 4'-0"A.F.F. 1 CLOSER 1 THRESHOLD 20520SN 11 1/ SN1 689 DM 4 X 5 X 36 AL HA 4. DEMO EXISTING TILE, VCT AND CARPET. FLOORING TO RECEIVE 800 GRIT POLISHED FINISH. 1 WEATHERSTRIP 891 SV 36"X 84"AL HA 5. DEMO EXISTING TILE, VCT AND CARPET. GRIND FLOOR TO REMOVE MASTICS AND GLUE.APPLY 2 COATS OF SEALER PER SPEC. 1 RAIN DRIP 810S 40"AL HA Job Number: 1804 6. PAINT COLUMN IN SHOWROOM DIOR GREY. 3 SILENCERS 307D HA 7. PAINT COLUMN IN INSTALLATION FACILITY SAFETY YELLOW. 8. EXISTING EXPOSED CEILING IN AREA OF INSTALLATION FACILITY AND STOCKROOM TO REMAIN. CONTRACTOR TO PAINT TO MATCH EXISTING IF UNPAINTED SET#10 100 9. CONTRACTOR TO REMOVE EXISTING TILE BASE IN EXISTING RESTROOMS AND REPLACE WITH VINYL BASE. GRIND FLOOR AS REQUIRED TO REMOVE RED FINISH AND 3 EA 1 PUSH PLATE 4 X 16 HINGES 4 X 4 30S 4ECBBX 16 26D HA Date: 1• Q 320 HA SEAL. 1 PULL PLATE 36N 4 X 16 320 HA 10.DRYFALL PAINT EXPOSED CEILING 1 CLOSER 8616 AF86P SN1 689 DM Revisions: 1 WALL STOP 236 W 320 HA Revisions: Revisions: DOOR/FINISH SCHEDULES Sheet Number: AO . 1 NEW WALL BUILD OUT SC H EDU LE WALL TYPES 4 WHEEL PARTS'CONTRACTOR CONSTRUCTION LEGEND GENERAL NOTES 4 WHEEL PARTS CONTRACTOR CONSTRUCTION NOTES A SEE A-1 WALL CONSTRUCTION TYPES SCHEDULE FOR MORE INFORMATION (REFERS TO ALL AREAS WITHIN 4 WHEEL PARTS DEMISED PREMISES): 1111111(1111111) FULL HEIGHT TO DECK EXISTING WALL REPAIR ALL MASONRY AND DRYWALL AROUND OPENINGS WHERE REQUIRED IN SHOWROOM PRIOR TO PAINT. FULL HEIGHT TO DECK (INSULATED)) s 111 IM 111 MI al 111 • IIII ® EXISTING WALL TO BE 1 HOUR RATED • PAINT INTERIOR WALLS AND COLUMNS PER TENANTS CRITERIA. OXFORD nTO 101-0"A.F.F. (INSULATED) NEW INTERIOR PARTITION WALL WITH SOUND BATT • PAINT COLUMNS. SEE COLOR SCHEDULE. ARCHITECTURE 3 A INSULATION AND 5/8" TYPE "X" GYP. BD. BOTH TO 101-0"A.F.F. SIDES ON 3 5/8" 20 GA. METAL STUDS @ 16" 0.0. • CONTRACTOR TO CLEAN, FILL, AND PATCH TO ACCEPT CONCRETE SEALER PER TENANTS EXTEND FINISH 4" ABOVE CEILING TILE IN ROOMS SPECIFICATIONS. END RESULT TO BE A SMOOTH, GLOSSY SURFACE WITH NO TRIPPING HAZARDS 1205 Paris Avenue Architecture FULL HEIGHT TO DECK ( INSULATED AT RESTROOMS) WITH CEILING AND TO DECK WHERE CEILING IS AND ALL SURFACE ITEMS AND DEBRIS REMOVED WITH ALL TOPICAL STAINS REMOVED AND ALL Suite 205 Planning 5 EXPOSED, WALLS TO DECK TO INSTALL SLIP TRACK JOINTS RE-CAULKED AS NEEDED. SEE FINISH SCHEDULE. Nashville, TN 37212 Interior Architecture WITH 3" DEFLECTION. SEE DETAILS SHEET A4.0. • CONTRACTOR TO CIRCUIT AND PROVIDE ELECTRICAL CONNECTIONS TO ALL COUNTERS, MANAGERS OFFICE, EMERGENCY LIGHTS, AND DELAYED EGRESS CONNECTIONS. ADD NEW SEE NEW WALL BUILD OUT SCHEDULE AND KEY ON OUTLETS AS NECESSARY IN AREAS OF NEW CONSTRUCTION AS REQUIRED BY TENANT AND CODE. PLAN FOR WALL HEIGHTS SEE ELECTRICAL. 0 40, y I 39'-4" • SNAKE OUT ALL SANITARY LINES TO NEAREST MANHOLE. G.C. TO VERIFY LINE IS CLEAR. IF THERE 1'"� `d, IS AN OBSTRUCTION IN EXISTING LINES, LANDLORD IS RESPONSIBLE FOR CLEARING THE .0•10!` I- fli,..-•, 7/. 'I ,� BLOCKAGE. PROVIDE WRITTEN DOCUMENTATION OF FINDINGS TO 4WP. 4,-,, GLEN R OXFORD 1-,r. _ _ 1 Q - I ill • CONTRACTOR TO USE WATER RESISTANCE GYP. BD. ON ALL PLUMBING WALLS. '_._-___.. .___.___.._ u'._...___.__..._. �` EXITING �f iI,�-/EXIS ,_G I .. , i .31 RESTROOM ir1 f '1 R7E� 1 OOr 1 - I i �` ! Ii , J MOLD TO BE USED AT ALL INTERSECTIONS OF GYPSUM BOARD AND ANY OTHER NON-GYPSUM `if 5 - 109i --_. 1 T V1 MATERIAL. . a \ 14/ ; v k _ 21 ' 0 p15 CORNER GUARDS TO BE USED AT ALL INTERIOR OUTSIDE CORNER CONDITIONS. A I ' IA \ 0 0 KEYNOTES 1 I I 0 (REFER ONLY TO NOTES THAT ARE INDICATED BY NUMERICAL KEY ON PLAN): ::"77----//ri i I!I � f �i I ! t ` 3 '. 1 I 11 1. CONTRACTOR TO VERIFY CONSTRUCTION OF EXISTING DEMISING WALL WHERE INDICATED i MEETS A 1 HOUR FIRE RATED WALL ASSEMBLY. CONTRACTOR TO PRICE TO MAKE ANY D18li NECESSARY IMPROVEMENTS TO EXISTING WALL ASSEMBLY TO BE IN FULL COMPLIANCE AND \� MEET A 1 HOUR RATED ASSEMBLY INCLUDING ADDING ANY FIRE CAULKING AND SEALANT �� 18 \ AROUND PENETRATIONS. jrhi ;, . < 1,4 ___ 1:i z A4.0 2. KNOX BOX FOR FIRE DEPARTMENT WHERE INDICATED, VERIFY FINAL LOCATION WITH T zo AUTHORITY HAVING JURISDICTION, #f \ ._........) \ 3. CONTRACTOR TO INSTALL NEW RESTROOMS WHERE INDICATED. NEW WALLS TO BE er__________T- 1: ; CONSTRUCTED OF 3 5/8" MTL STUDS @ 16"0.C.WITH 5/8"GYP. BD. ON BOTH SIDES TO 10'-0" '��r A.F.F. PLUMBING WALLS TO CONSIST OF 6" MTL STUDS @ 24"0.0.WITH WATER RESISTANT GYP. BD. ON BOTH SIDES AND FRP WAINSCOT TO 4'-0"A.F.F. SOUND INSULATE PLUMBING WALLS AND ABOVE CEILING. INSTALL ANY AND ALL ITEMS SUCH AS TRENCHING AND HVAC. SEE I I r INSTALLATION FACILITY D3 ! o r Ir, d• MECHANICAL, PLUMBING AND ELECTRIC. PROVIDE ALL ELECTRICAL ITEMS PER TENANTS - __ 102 r I STANDARD CRITERIA PLANS AND AS REFERENCED IN ELECTRICAL ITEMS SECTION. SEE �� .�; 4 f ' ENLARGED PLAN SHEET A4.0 FOR LOCATION. CONTRACTOR TO INSTALL NEW BATHROOM '� � .0 f i R ! I ACCESSORIES AS REQUIRED. SEE BATHROOM DETAILS A4.0, ALL ACCESSORIES INSTALLED >, �W, . <:,-tr± --i il 5 0z ` ti�� 1 ! SHALL COMPLY WITH CURRENT ADA STANDARDS. �` f-_4. \ 'VourTrUck&Jeep AcCe55©ry Superstore . • 1, CI i i 4. EXISTING RESTROOM TO BE RE-USED.THOROUGHLY CLEANED AND DISINFECTED.ALL I I I PENETRATIONS TO BE REPAIRED AND PAINTED. REPLACE FLOORING AS INDICATED ON TENANT .. * I FLOOR PLAN PER TENANTS STANDARD CRITERIA PLANS,AND CONSISTENT WITH ALL ., I APPLICABLE CODES AND ADA REQUIREMENTS. a , 13 /7---- ii 5. SOUND INSULATE ALL PARTITIONS AROUND TOILET ROOMS AND ABOVE CEILINGS. TIGARD, 1 . iill I1 6. NEW HIGH/LOW WATER COOLER WHERE INDICATED. CONTRACTOR TO BUILD NEW WING WALL 11 ei[ ; 5/8"MTL,BESIDE WATER COOLER WHERE INDICATED WITH L STUDS AND WATER RESISTANCE ! . .__.__.._ _. __..___... _ -p- - - - _ _ i I0 3 U 5 „ GYP.BD.ON BOTH SIDES. INSTALL FRP ON ALL WALL SURFACES BEHIND AND ADJACENT T =µ' M o WATER COOLER TO 4'-0"A.F.F. SEE PLUMBING FOR FIXTURE TYPE. SEE 1/A4 0 FOR MORE OREGON +I I INFORMATION. I A4.0 I€ "! o ; N! i I ..___ g m! 7. CONTRACTOR TO INSTALL NEW MANAGER'S OFFICE(IT ROOM WHERE INDICATED. WALLS TO BE erITI ""'-"""-""-'-'-'- -""' r-0 CONSTRUCTED OUT OF 3 5l8"MTL: STUDS @ 16"WI 518"GYP. B.D.ON BOTH SIDES, WALLS 1N 22'-10" �; AREAS WITH EXPOSED CEILING TO EXTEND TO ROOF DECK ABOVE. INSTALL SLIP TRACK AT 1 i _______,v ROOF CONNECTION, SEE DETAILS 8&91A4,0. SEE FINISH SCHEDULE(COLOR SCHEDULE SHEET � ' D5 c �� - a I A0.1. i 1 1'-0'�1 ilek4E I 0 I I I o 8. CONTRACTOR TO INSTALL NEW FULL HEIGHT WALL PARTITION TO ROOF DECK. NEW WALL TO „ ®133-513 ``ii1111�V' 1 f� i0 Q a BE CONSTRUCTED OF 3 5/8"MTL STUDS @ 16"0.0.WITH 5/8"GYP. BD. ON BOTH SIDES. INSTALL / \ 1r ! A4.0 SOUND BATT INSULATION IN WALL AND 2 X 6 WOOD BLOCKING FOR 4WP INSTALL WALL I :i--- 01\. 2 r i FIXTURES WHERE REQUIRED FOR TENANT FIXTURE INSTALLATION WITH MAX WALL WEIGHT PER 4� I \ \ 4'SECTION OF WALL FIXTURE IS 500 LBS. SEE TENANT MESH FIXTURES/SLATWALL FIXTURES s . - i FOR INSTALL ELEVATION REQUIREMENTS. BLOCKING TO BE INSTALLED BEFORE WALL COVERING I i i t N l' ! ! - D1 A - \ r? STOCK AREA 01‘ '� AND PAINT. INSTALL SLIP TRACK AT ROOF DECK CONNECTION, SEE DETAILS 8&9/A4.0. i- i ` ' W MEN6 :=F:' 4f 1 oi 105 "' o 0 3. I , 9. VERIFY CONSTRUCTION OF EXISTING EXTERIOR WALL ASSEMBLY, INSTALL 2 X 6 WOOD HI..: i ... 4 - i4'SE N Li?; _. , I , BLOCKING IF NECESSARY FOR 4WP INSTALL WALL FIXTURES. MAX WALL WEIGHT PERSECTION r I :,15 53 OF WALL FIXTURE IS 500 LBS. SEE TENANT MESH FIXTURES/SLATWALL FIXTURES FOR INSTALL ® All measurements and items portrayed � 5 EN • ;c-, ;Nit ELEVATION REQUIREMENTS. BLOCKING To BE INSTALLED BEFORE WALL COVERING AND PAINT. on this sheet are deemed to be j`F i I r - ORI !DOR 1 - - 1„ �„ FURR OUT WALL AS REQUIRED ABOVE AREA WHERE CEILING WAS REMOVED TO MATCH WALL103 / 5 0- ! - k13 '06 4 0 2 CONDITION BELOW FORMER CEILING WITH GYP. BD.WALL FINISH TO EXTEND TO ROOF DECK. accurate by architect, however all D9... _ '� n Contractors should field verify fM bidding i - f i.: � J 10. CONTRACTOR TO FILL DEMOED TRENCHES WITH GRAVEL AND HIGH STRENGTH CONCRETE. ' � _ � •' ..' .`..� D8 the actual conditions. Any changes to •- 1 + I- •_._4" r1 \ VERIFY EXTENT OF TRENCH WORK REQUIRED TO TIE IN NEW PLUMBING AND ELECTRICAL the scope of work and thus potential 8'-5"I 5'-0" 10'-10" I / y _A D? CD SYSTEMS IN FIELD PRIOR TO SUBMITTING BID, FILL ALL REMAINING CONCRETE CRACKS WITH change orders, should be identified and '� -+ O \ HIGH STRENGTH CONCRETE. CONCRETE TO BEA MINIMUM OF 4"THICK 3,500 PSI WITH 6 X 6 WeiI-----H 1 LI \\ 0 g 15I 00 WAITING AREA ! 1.4 X W 1.4 WWF ON 6"DRAINABLE BASE ON COMPACTED FILL. SEE TENANT CRITERIA PLANS communicated in your bid submittal to - i FOR FLOOR FINISH SPECIFICATIONS. the General Contractor. E 11. CONTRACTOR TO INSTALL NEW LAUNDRY SINK WHERE INDICATED. SEE PLUMBING. :' This drawing and the design shown is +.1-_,,,,,,,-------_, l' 'ij 0 I •R, 12. NEW ELECTRICAL EQUIPMENT. CONTRACTOR TO INSTALL/MODIFY EXISTING CIRCUITS AS the property of the architect. The I l --------- -: = SHOWROOM REQUIRED. SEE ELECTRICAL. ®- , ! i 101 reproduction, copying or use of this F, I . i ! drawing without their written consent is 13. EXISTING STOREFRONT WINDOW/ENTRY SYSTEM TO REMAIN. CONTRACTOR TO CLEAN TO LIKE � ._..? Iffi �; M 9 )" NEW CONDITION. REPLACE MISSING OR DAMAGED GLAZING IF NECESSARY. prohibited and any infringement will be , isT ; subject to legal action. CV I 14. EXISTING STOREFRONT ENTRY DOOR TO REMAIN. PLACE IN PROPER WORKING ORDER AND Id- - CLEAN TO LIKE NEW CONDITION. SEE A0.1 FOR DOOR/HARDWARE SCHEDULE. ! ( 15. FURR OUT AROUND EXISTING STRUCTURAL COLUMNS AT FRONT OF STORE WITH 2"METAL Job Number: 1804 1 STUDS AND 5/8"GYP.BD.TO ROOF DECK. PRIME AND PAINT PER TENANT SPECIFICATIONS. 0 41) 0 0 O L 15 ? I 16. CREATE NEW PLATFORM ON TOP OF EXISTING RESTROOMS WITH 5/8"FIRE RETARDANT TREATED Date: 01.31.2018 :, I I O CD I PLYWOOD FOR INSTALLATION OF NEW WATER HEATER. SEE PLUMBING FOR WATER HEATER - 17 18 19 SPECIFICATION. -�� -- _..______.-__ _., �__. _. _. !•! __.._-___. Revisions: i. ��-��--- -- � �-+ �' - 17. PATCH BACK WALL FINISH WHERE INDICATED TO MATCH HEIGHT OF EXISTING WALL �- 11-0 0 f , ,_ -,,,,_, ! AFF I 0 _ ____..__ __ _____________.ii j Revisions: �\ 41) : 0 j 14 0 0 18. CONTRACTOR TO INSPECT EXISTING DOOR. INSTALL NEW FLASHING AS REQUIRED. �� ( 19. REMOVE AND PATCH FLOOR RECEPTACLES AT INSTALLATION FACILITY(TYP. 4) Revisions: . ARCHITECTURAL FLOOR PLAN 9 0 0 ,*._.. ',...‘,‘.' 20. CONTRACTOR TO INSTALL NEW MECHANICAL LOUVERS/EXHAUST AT EXTERIOR WALL WHERE . FLDOR F'LAN INDICATED. INSTALL LOUVER AS HIGH AS POSSIBLE. VERIFY HEIGHT IN FIELD. SEE - _ - - 75-0" ± FROM OUTSIDE FACE OF EXISTING MASONRY TO INSIDE FACE OF EXISTING DEMISING WALL SCALE;1/8"-11-0" / / Sheet Number: Al . 0 ii-re ELEVATIONS KEY NOTES ININNIrillir) OCONSTRUCTION NOTES(REFER ONLY TO NOTES THAT ARE INDICATED BY NUMERICAL KEY ON PLAN): OXFORD 1. SIGNAGE FURNISHED AND INSTALLED BY OTHERS. CONTRACTOR TO PROVIDE AND INSTALL JUNCTION BOX AND CIRCUIT TO PANEL, SEE ELECTRICAL. ARCHITECTURE 2. PROVIDE 4"TALL BLOCK STYLE NUMBERS FOR ADDRESS IN CONTRASTING COLOR, COORDINATE WITH LOCAL FIRE MARSHAL. 1205 Paris Avenue Architecture Suite 205 Planning 3. KNOX BOX FOR FIRE DEPARTMENT ACCESS MOUNTED @ 4'-0"A.F.F. COORDINATE EXACT Nashville, TN 37272 Interior Architecture LOCATION WITH LOCAL FIRE MARSHAL. 4. CONTRACTOR TO POWER WASH EXTERIOR OF BUILDING PRIOR TO PAINT. SEE TENANT BREAK OUT SHEETS CRITERIA FOR PAINT SPECIFICATIONS AND PAINT PER PROJECT COORDINATOR DIRECTIVE. 4WP SHALL COORDINATE WITH PROPERTY MANAGER ON PAINT CODES FOR APPROVAL BEFORE PAINTING. NO EXTERIOR PAINTING OR MODIFICATIONS SHALL OCCUR WITHOUT PRIOR WRITTEN APPROVAL. EXTERIOR PAINT LEGEND �� -� , 5. EXISTING STOREFRONT FRAME,WINDOWS AND DOORS TO BE CLEANED. REPAIR AS - �Y; o SHERWIN WILLIAMS 2725 ICE GRAY NECESSARY TO LIKE NEW CONDITION. E>�.aGLEN_ tr. O SHERWIN WILLIAMS 7156 BATTLE GRAY 6. EXISTING OVERHEAD DOOR TO REMAIN. CONTRACTOR TO PRICE AS ADD ALTERNATE TO 1 INSTALL NEW SECTIONAL DOOR INSIDE OF BUILDING AT NEW OPENING WHERE EXISTING 3 ' ` " 610-4 BENJAMIN MOORS 200-10 RED DOOR WAS REMOVED. SEE SHEET A0.1 DOOR SCHEDULE. �oF 7. EXISTING EXTERIOR LIGHT FIXTURE TO REMAIN. ELECTRICAL SUBCONTRACTOR SHALL IMMEDIATELY(UPON START OF CONSTRUCTION)TEST ALL EXISTING WALL PACKS FOR PROPER WORKING ORDER AND REPORT FINDINGS (IN WRITING)TO THE GC ALONG WITH A COST ESTIMATE FOR ANY REPAIRS AND/OR NEW LAMPS, BALLASTS, DRIVERS, ETC. 8, EXISTING DOOR TO REMAIN. REPAIR AS NECESSARY TO BE IN PROPER WORKING ORDER AND REPLACE HARDWARE. SEE A0.1 FOR DOOR SCHEDULE AND HARDWARE SCHEDULE. 9. INSTALL NEW LOUVER AT EXTERIOR WALL.VERIFY HEIGHT OF LOUVER IN FIELD. SEE STRUCTURAL. SEE MECHANICAL. 10. MECHANICAL UNIT BEYOND. SEE MECHANICAL FOR MORE INFORMATION. 11. EXISTING CANVAS AT FRONT AWNINGS TO BE REMOVED AND REPLACED WITH NEW CANVAS COLOR TO MATCH 4WP RED AS APPROVED BY 4WP PROJECT MANAGER. Tis 12. CONTRACTOR TO INSTALL NEW COILING INSULATED METAL DOOR IN NEW OPENING WHERE © �� II INDICATED. SEE STRUCTURAL. SEE A0.1 FOR DOOR SCHEDULE. '/ •�`4. `"+ 13. EXISTING DOOR TO REMAIN. , 1 CO _ _ , CO 4)O 0 .. ..10" iiiiiii i, t..t._ 1 � __ S.-.,. _mss - � _. PARTS o_ _. r ML_ ? PAINT BATTLE GREY FROM •-or--` o • • m- I-, s i T T'o ' .- ._..__.:'�._ ---7-"---'7. --�- �� v TOP OF AWNINGS TO COPING } r 3 , 1 r ? kikit(° 01) GENERAL NOTES CONTRACTOR CONSTRUCTION NOTES CEILING PLAN LEGEND (REFERS TO ALL AREAS WITHIN DEMISED PREMISES) EXIT EXIT SIGN OXFORD • GENERAL CONTRACTOR RESPONSIBLE FOR COORDINATION OF ALL WORK. ARCHITECTURE 21X 4'LED HIGH BAY, • CONTRACTOR RESPONSIBLE FOR VISITING SITE AND VERIFYING LOCATION SEE ELECTRICAL AND QUANTITY OF ALL LIGHTING FIXTURES PRIOR TO SUBMITTING BID. 1205 Paris Avenue Architecture WM 2'X 4'LED LAY-IN Suite 205 Planning • FIELD VERIFY QUANTITY AND LOCATION OF EXISTING LIGHT FIXTURES,ALL SEE ELECTRICAL Nashville, TN 37212 Interior Architecture FIXTURES SHOWN ARE ASSUMED. DO NOT ADD ADDITIONAL FIXTURES IF LAYOUT SHOWN IS INCORRECT. COORDINATE WITH ARCHITECT. M 2'X 2' LED LAY-IN, SEE ELECTRICAL • CONTRACTOR RESPONSIBLE FOR ADDING NEW LIGHTING FIXTURES PER 4WP GUIDELINES.TEST AND REPORT FINDINGS (IN WRITING)TO GC ALONG WITH >K1 EXISTING WALL MOUNTED SEE ELECTRICAL COST ESTIMATE OF ANY NEEDED WORK. ; LIGHT FIXTURE, _� �, EXISTING WALL MOUNTED '` ►% • EXISTING EMERGENCY LIGHTS TO REMAIN VERIFY SUFFICIENT TO MEET SCONCE LIGHT FIXTURE, SEE �'� • LOCAL CODE, COORDINATE WITH ELECTRICAL. GO ELECTRICAL f Y OQ I • PROVIDE NEW EMERGENCY LIGHTS AS REQUIRED BY LOCAL CODES. SEE , I' ELECTRICAL, _ 1 ip. �� _._ ...Y. ! I _ _ - ; I��lL i i I I • LOCATION OF EXISTING EXTERIOR LIGHTING FIXTURES IS APPROXIMATE. €� E' s VERIFY IN FIELD. Ii1I E 4'`U OP 0;0: J. . . : , I I '' II :, I . , !: ,,•„,,,,„ ,,I1„, ,, € 1 I ! '' EXISTING GYP.BD. II' CEILING RESTROOMS @ € ' 8'-0”A.F.F. O zo 1 r . „„„ -._._._„ + I 1 3 1 I ' 74 I �I II I. 3 -_ I I, 3 Pii, 0 I , `` I ' RCP KEYNOTES CONTRACTOR CONSTRUCTION NOTES lil - - I I --- ii',t 0 (REFER ONLY TO NOTES THAT ARE INDICATED BY NUMERICAL KEY ON PLAN): _ .1,' :�1 i;111 / EQ. EQ. / o / EQ. EQ. 1. ADD NEW LED LIGHT FIXTURES TO AREAS OF NEW SHOWROOM AREA AS , ' INDICATED @ 13'-0"A.F.F. SEE ELECTRICAL. € , 1111' I I[' I 2. ADD NEW LED LIGHT FIXTURE TO AREAS OF INSTALLATION FACILITY STOCKROOM. E I _ EXPOSED TO DECK MOUNT FIXTURES AT 15-0"A.F.F. SEE ELECTRICAL. II -~ DECK HEIGHT i 3. EXISTING CEILING AT RESTROOMS TO REMAIN, REPAIR DAMAGED OR STAINED IE1/i� o AREAS AS REQUIRED. . iIF•E f o 0 „..,_. 4. INSTALL NEW CEILING TILE AND GRID AND LIGHTING IN AREA OF RESTROOMS, €11, 11 1 Your Truck &Jeep Accessory Superstore OFFICE, IT ROOM AND CORRIDOR WHERE INDICATED. INSTALL NEW LIGHT 1' i CI �' 1 I FIXTURES.ALL NEW CEILING TILE AND GRID TO MEET SEISMIC DESIGN CATEGORY 1. ' ' ... 1 I D REQUIREMENTS. SEE DETAIL 1 THIS SHEET. SEE ELECTRICAL. E, I A I 5. CONTRACTOR TO PREP AND INSTALL DRY FALL PAINT TO CEILING IN AREA OF ,E € SHOWROOM PER TENANT CRITERIA SPECIFICATION INCLUDING ALL EXPOSED 1 1 WOOD AND VINYL BACKED INSULATION. i; i ao :. ,! TIGARI� 6. EXISTING EXTERIOR SCONCE AND OR WALL PACK TO REMAIN. ELECTRICAL 5-0" 13'-0" 13-0" 13'1-0" 12-0" ± 13-0" 5-0" , SUBCONTRACTOR SHALL IMMEDIATELY(UPON START OF CONSTRUCTION)TEST • t / f ALL EXISTING WALL PACKS FOR PROPER WORKING ORDER AND REPORTiw _ .... _..______ ..._ .._.__.__ _ ___.-._- __ - .1.- OREGON .. , FINDINGS(IN WRITING)TO THE GC ALONG WITH A COST ESTIMATE FOR ANY !� ; ( 11 i11 REPAIRS AND/OR NEW LAMPS, BALLASTS, DRIVERS, ETC. 'll� 1 �l LI ., ; IIp ' 13'-0" 13'-0" 13-0" g,,. 7-11' 1. 111111/ ii" 4 1! 11 7 E i • IA / m . 1 I: ., EXIT I; I v I: EXPOSED TO DECK r'91 I 1= °' � r DECK HEIGHT r ii1 r 7„ 4 � � j I € , ',,4:Zt , 1 l 0 , All measurements and items portrayed L -.,E I, 1 I 1 on this sheet are deemed to be 31i , I accurate by architect, however all �I `,, tot �l , bidding Contractors should field verify EXIT the actual conditions. Any changes to GENERAL NOTES: CEILING GRID FOR SEISMIC CATEGORY D - ,� >vEWa:dr. P �� . _ the scope of work, and thus potential 1. INSTALL ARMSTRONG SEISMIC RX SUSPENSION SYSTEM E5R1308 OR SEISMIC CLIPS MAY BE USED IN LIEU OF 2"WALL MOLDING, N CEILING INC - F= change orders, should be identified and Lli APPROVED EQUAL.SUSPENDED ACOUSTICAL CEILING SYSTEM MUST COMPLY WITH WALL MOLDING(PERIMETER CONTRACTOR TO SUBMIT MANUFACTURER CUT SHEET FOR AREA @ 9'-0" €1 l communicated in your bid submittal to THE DESIGN CRITERIA AND INSTALLATION FOR SEISMIC CATEGORY C ZONE AND CLOSURE ANGLE) APPROVAL PRIOR TO INSTALLATION A.F.F. I I the General Contractor. MANUFACTURER'S INSTALLATION INSTRUCTION AND SPECIFICATIONS FOR A FREE '' I I E FLOATING SYSTEM. I EXPOSED TO DECK 2, ALL WIRE TIES ARE TO BE(3)THREE TIGHT TURNS AROUND ITSELF WITHIN(3) This drawingand the design Shown IS THREE INCHES. 12 GA. HANGER WIRE SPACED AT 4'-0"O.C. DECK HEIGHT N g 3. WALL MOLDINGS ARE REQUIRED TO HAVE A 2"MIN. HORIZONTAL FLANGE. ONE - the property of the architect. The END OF THE CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING,THE i i - -- -- : 1 reproduction, copying or use of this x OTHER END SHALL HAVE A 378"MIN,CLEARANCE FROM THE WALL AND FREE TO �''i u _ i I. I drawing without their written consent is SLIDE. I 111 :i 4. THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS(POP RIVETS OR "' I i I '�. j ji prohibited and any infringement will be APPROVED METHOD). is �— `�~ ' 411) ' 11 I subject to legal action. 5. THERE SHALL BE A MIN. 318'CLEARANCE FROM THE END OF THE GRID SYSTEM B 4/41/ •. ♦I , I I S AT UN-ATTACHED WALLS. •@ N. '%%,, ii!N lIl 6. SPREADER(SPACER)BARS,WIRE TYING OR OTHER MEANS APPROVED BY LOCAL ,T.Q -r 1 € s? BUILDING OFFICIAL SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT FO - — 5'-0" 13'-0" 13'-0" 13' 0" 13'-0" 5'-0" PERIMETER WALLS FROM SPREADING OUT, �4(( 1 'I Job Number: 1804 7. SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR I I ' MAIN IS WITHIN 8"OF THE PERIMETER WALL. I I I B. HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS i t 1 Date: 01.31.2018 COUNTER SLOPING WIRES ARE PROVIDED. I I i!hi 1 € 1 9. HANGER WIRES SHALL BE 12 GA.AND SPACED 4'-0"O.C.OR 10 GA,@ 5-0 O.C, II 10. THE USE OF POWER DRIVEN FASTENERS INTO CONCRETE STRUCTURES SHALL `� / .�`. I 1,, "' Revisions: 2 ( EXIT , EXIT OWE DRIVEN POWER D E SHOT-IN. � BE CAPABLE OF CARRYING NO LESS THAN 100 POUNDS. I — ... rrm: :® s 11. TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED ANCHORS USED FOR _ = == _- _... .W __W .. ., __ ..-_. ...f" __ -'- 1 _.... ;' sI WITHIN 8'OF EACH WALL WITH A PERIMETER WIRE. SEISMIC APPLICATION I iI 11 1 I 1 I II 1 Revisions: € SHALL REQUIRE SPECIAL. I _\,„:1' - , 3 i COUNTERSLOPING DETAIL S RT OP - I DETAIL CO CI CEILING GRID . CO CD 1 Revisions: SCALE: NONE0 . REFLECTED CEILING PLAN REFLECTED CEILING PLAN SCALE: 1/8'.1'-0" I € _-_ Sheet Number: 1