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HomeMy WebLinkAboutLoves 467 -Laundry Additionx 0 U O 0 z O p �, IT �--j CL Cda E� �t J co r � N 0 N C7 C14 M � O GENERAL SCOPE OF WORK SC SOLID CORE + NEW CUSTOMER LAUNDRY ADDITION SIM SIMILAR DIAMETER SPECS SPECIFICATIONS OCCUPANCY DATA STD STANDARD OCCUPANCY CLASSIFICATION / LOAD: STRUC STRUCTURAL LOVE'S TRAVEL STORE: M - MERCANTILE SUSP SUSPENDED SALES/DRINK/SHOWER/RR 5,615 @ 30 GROSS 187 COOLER/BACKSTORAGE 1,011 @ 300 GROSS 4 OFFICE 153 @ 100 GROSS 2 JANITOR 85 @ 300 GROSS 1 TOTAL LOAD 7041 194 MECHANICAL 53 @ 300 GROSS 1 ELECTRICAL 124 @ 300 GROSS 1 LAUNDRY ADDITION: M - MERCANTILE LAUNDRY 242 @ 30 GROSS TOTAL LOAD HARDEES: A-2 - ASSEMBLY, RESTAURANT SERVING/KITCHEN 716 @ 200 GROSS DINING AREA (SEATING FOR 68) GAME ROOM 121 @ 15 NET TOTAL LOAD 2819 ALLOWABLE AREA/ BUILDING HEIGHT (TABLE 503) GROUP A-2 9,500 SQ FT/2 STORIES GROUP M 12,500 SQ FT/2 STORIES ALLOWABLE AREA GROUP A-2 2,819 SQ FT (1 STORY)/ 9,500 SQ FT = 0.30 GROUP M 7,283 SQ FT (1 STORY) / 12,500 SQ FT = 0.58 all ABBREVIATION LEGEND NOTE: THIS IS A GENERAL ABBREVIATION LIST AND NOT ALL ABBREVIATIONS MAY APPEAR IN PLANS GENERAL ABBREVIATIONS ON ME MASONRY ELEVAT OP/CI OP/OI CONTINUOUS SC SOLID CORE CERAMIC TILE SIM SIMILAR DIAMETER SPECS SPECIFICATIONS EXHAUST FAN STD STANDARD ELEVATION STRUC STRUCTURAL ELECTRICAL SUSP SUSPENDED EQUAL TEMP TEMPERED EXISTING TO REMAIN THK THICKNESS FINISHED FLOOR TO TOP OF FIBERGLASS REINFORCED PLASTIC TOCfTC1 TOP OF CONCRETE I L I LENGTH I WWF I WELDED WIRE FABRIC GENERAL. PROJECT NOTES ALL WOOD MATERIAL SHOWN IN DETAILS SHALL BE FIRE RETARDANT TREATED WOOD (FRTW) IN ACCORDANCE WITH (2015 IBC -SECTION 603.1) THIS INCLUDES ALL REFERENCE TO 111 _1 R, 1\111 &I All rP, f'1 111 %/ A//1/111 A&111 Ir AMMI I/ A111 r \A 1/1/111 ATI IM1 INDEX OF DRAWINGS MECHANICAL M1 MECHANICAL AND PLUMBING SPECIFICATIONS M2 MECHANICAL PLANS M3 MECHANICAL DETAILS & SCHEDULES PLUMBING P1.1 DWV PLUMBING FLOOR PLANS P1.2 WATER PLUMBING FLOOR PLANS P2 I PLUMBING DETAILS & SCHEDULES MILLWORK X X A-5 WALL SECTIONS AND DETAILS ELECTRICAL INTERIOR PARTITIONS X X SUSPENDED CEILING TILE SYSTEM X X E1 ELECTRICAL SPECIFICATIONS &GENERAL NOTES FREEZER/COOLER PANEL X X STRUCTURAL E2 ELECTRICAL FLOOR PLAN BRICK X X EIFS X X S0.0 GENERAL NOTES & TYPICAL DETAILS E3 ENLARGED LIGHTING FLOOR PLAN SIGNAGE X X ANY ITEMS NOT LISTED ABOVE TO BE INSTALLED BY GC. Travel St -- o op F3 Country Stores CUSTOMER LAUNDRY ADDITION STORE #467 200 S. KINGS HWY FORT PIERCE, FL 34945 S1.0 PARTIAL FOUNDATION PLAN & FOUNDATION DETAILS E4 ENLARGED POWER FLOOR PLAN PARTIAL ROOF FRAMING PLAN & ROOF FRAMING S2.0 DETAILS E5 PANELBOARDS &SCHEDULES PROJECT DATA BUILDING CODE: RESPONSIBILITY SCHEDULE GC = GENERAL CONTRACTOR O = OWNER INDEX OF DRAWINGS 2017 FLORIDA MECHANICAL CODE 6TH EDITION WORK SCHEDULE FURNISHED BY INSTALLED BY ARCHITECTURAL FIRE CODE: 2017 FLORIDA FIRE CODE 6TH EDITION GENERAL GC O GC C-1 COVER SHEET AND INDEX BUILDING OCCUPANCY: M; MERCANTILE DEMOLITION X 2,734 SQ FT (SEPARATED WITH 2 HR WALL) LS -1 LIFE SAFETY PLAN GAME ROOM: CONC. SLAB / CUT /PATCH X X PAVING X O X SPA SITE PLAN AND ENLARGED SITE PLAN DOORS EQUIPMENT NUMBER X X D-1 DEMOLITION PLAN SHEET LOCATION DOOR HARDWARE X X BASE X CUSTOMER LAUNDRY ADDITION: X A-1 OVERALL FLOOR PLAN AND ENLARGED PLANS FOR MEMBRANE ROOFING X X SHEET LOCATION A-2 ROOF PLAN AND DETAILS FIBER CEMENT PANELS X X TILE (FLOOR & WALL) TOTAL AREA: X X A-3 SCHEDULES AND DETAILS GROUT &SETTING MATERIAL_ X X PLASTIC LAMINANT X X A-3.1 SCHEDULES AND DETAILS PAINT X X A-4 EXTERIOR ELEVATIONS PLUMBING FIXTURES X X INDEX OF DRAWINGS MECHANICAL M1 MECHANICAL AND PLUMBING SPECIFICATIONS M2 MECHANICAL PLANS M3 MECHANICAL DETAILS & SCHEDULES PLUMBING P1.1 DWV PLUMBING FLOOR PLANS P1.2 WATER PLUMBING FLOOR PLANS P2 I PLUMBING DETAILS & SCHEDULES MILLWORK X X A-5 WALL SECTIONS AND DETAILS ELECTRICAL INTERIOR PARTITIONS X X SUSPENDED CEILING TILE SYSTEM X X E1 ELECTRICAL SPECIFICATIONS &GENERAL NOTES FREEZER/COOLER PANEL X X STRUCTURAL E2 ELECTRICAL FLOOR PLAN BRICK X X EIFS X X S0.0 GENERAL NOTES & TYPICAL DETAILS E3 ENLARGED LIGHTING FLOOR PLAN SIGNAGE X X ANY ITEMS NOT LISTED ABOVE TO BE INSTALLED BY GC. Travel St -- o op F3 Country Stores CUSTOMER LAUNDRY ADDITION STORE #467 200 S. KINGS HWY FORT PIERCE, FL 34945 S1.0 PARTIAL FOUNDATION PLAN & FOUNDATION DETAILS E4 ENLARGED POWER FLOOR PLAN PARTIAL ROOF FRAMING PLAN & ROOF FRAMING S2.0 DETAILS E5 PANELBOARDS &SCHEDULES PROJECT DATA BUILDING CODE: 2017 FLORIDA BUILDING CODE 6TH EDITION MECHANICAL CODE: 2017 FLORIDA MECHANICAL CODE 6TH EDITION PLUMBING CODE: 2017 FLORIDA PLUMBING CODE 6TH EDITION ELECTRICAL CODE: 2017 FLORIDA NATIONAL ELECTRICAL CODE 6TH EDITION FIRE CODE: 2017 FLORIDA FIRE CODE 6TH EDITION ENERGY CODE: 2017 FLORIDA ENERGY CODE 6TH EDITION ACCESSIBILITY CODE: 2017 FLORIDA ACCESSIBILITY CODE 6TH EDITION 7,147 SQ FT 2017 FLORIDA LIFE SAFETY CODE 6TH EDITION BUILDING OCCUPANCY: M; MERCANTILE _] A-2; RESTAURANT 2,734 SQ FT (SEPARATED WITH 2 HR WALL) CONSTRUCTION TYPE: II -B; NON -SPRINKLED PROJECT DIRECTORY OWNER: MEP ENGINEER: NOTE: LOVES HARRISON FRENCH & ASSOC., LTD CONTACT THE CONSTRUCTION PROJECT 10601 N. PENNSYLVANIA AVE. 1705 S WALTON BLVD, SUITE 3 MANAGER FOR ALL RFI'S, QUESTIONS OKLAHOMA CITY, OK 73120 BENTONVILLE, AR 72712 REGARDING BIDDING, OR FOR A LIST OF ATTN: JIM COSTNER GENERAL CONTRACTORS. ARCHITECT: STRUCTURAL ENGINEER: HARRISON FRENCH & ASSOC., LTD HARRISON FRENCH & ASSOC., LTD 1705 S WALTON BLVD, SUITE 3 1705 S WALTON BLVD, SUITE 3 BENTONVILLE, AR 72712 BENTONVILLE, AR 72712 DISCLAIMER: EXISTING CONDITIONS SHOWN ARE BASED ON DRAWING AND/OR INFORMATION PROVIDED BY THE OWNER'S REPRESENTATIVE. THE ARCHITECT AND ENGINEERS HAVE NOT FIELD VERIFIED THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. THE GENERAL CONTRACTOR SHALL NOTIFY BOTH THE ARCHITECT AND THE OWNER'S REPRESENTATIVE IMMEDIATELY IF THE EXISTING CONDITIONS ARE NOT AS SHOWN WITHIN THE CONSTRUCTION DOCUMENTS. BUILDING AREAS LEGEND HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com W z W wo �Zm W 0 DOOR NUMBER Ox SIGN TYPE W tY EXISTING BUILDING AREA: O1y��� i{µµNi111=�rQ ZKO/� �=y¢ O LOVE'S: 7,147 SQ FT 0 ROOM NUMBER Fx (x) PARTITION TYPE - _] HARDEE'S: 2,734 SQ FT < WINDOW NUMBER STUD WIDTH GAME ROOM: 121 SQ FT (3) = 3 5/811 TOTAL: 10,002 SQ FT O INTERIOR FINISH NUMBER (6) = 6" ® EQUIPMENT NUMBER Ax.x/x SHEET LOCATION NEW BUILDING AREA: CUSTOMER LAUNDRY ADDITION: 242 SQ FT x DETAIL MARK x SHEET LOCATION HEIGHT REFERENCE POINT TOTAL AREA: 10,244 SQ FT HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com It 0 UM O 0 0 U W Zm W Y� w � z C:) w 0 N 0 w Uj a y Q � � O 0 0 �E OF.Fzo y�Q'\MpRIE ., ;. RED ARS _—%4A AAJ Jami Marie Cook, Architect License #AR99512 Harrison French & Associates, LTD COA #AA226001029 FEB 2 6 2020 STORE NO. W z W wo �Zm W ,y� 0 W W CHECKED BY: RAF W tY hLL W7�R'W OK =.L Kms, u�O gwW¢ O1y��� i{µµNi111=�rQ ZKO/� �=y¢ O W [1Qh0 F-O�.H H Q QOZ WLLU� W 1-1 -i o a. . Z� F _] IU -� IL0 rOi,¢rzo �ooa0. iE0L' F. CWLa7dv It 0 UM O 0 0 U W Zm W Y� w � z C:) w 0 N 0 w Uj a y Q � � O 0 0 �E OF.Fzo y�Q'\MpRIE ., ;. RED ARS _—%4A AAJ Jami Marie Cook, Architect License #AR99512 Harrison French & Associates, LTD COA #AA226001029 FEB 2 6 2020 STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: RAF DRAWN BY: MAP PROTO CYCLE: SHEET: C-1 U s U a 0 z c c: �� a� v :T � L1 Q a Cd ;= w CL a� t LL N � UJ 4. C CL t- oo CC N 6 CDN 04 r. C -fl C_ LL S LIFE SAFETY SCALE= 3/16" m T-0' '(E OF Pt �- \,�PRIE C % •�P � � r AR99 2 h'ED ARG Jami Marie Cook, Architect License#AR99512 Harrison French & Associates, LTD COA #AA226001029 FEB 2 6 2020 ISSUE BLOCK STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: RA DRAWN BY: MAP PROTO CYCLE: LIFE SAFETY PLAN SHEET: LS1 g a w 0 w O g z w 0 z z w d 0 x 0 U O O z O LL rL N � E O LL' 1 i O J O_ co n crt N N M ti � N C7 .G O LL. PLAN LEGEND NEW ADDITION NEW CONCRETE l� + IIIMPORTANTII GENERAL CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES _ p � BEFORE STARTING SITE WORK + \r o. \ �+ . � I + EXISTING I �. • I \+ TRUCK SCALE I I + on l o« < I + i EXISTING __ 0 4" CONC STOOP STING DIESEL I i EXISTING PULL + UNDERGROUND�— - —� CANOPY UP STRIPE �+ � o I I WITH 6 WWF TANKS, TYP r— — 1 2 - CENTERED IN CONC-2% MAX — I i SLOPE — o MATCH FINISH FLOOR 9 EXISTING CAR2 .o � O I I ELEVATION PARKING, TYP L--' -J Sp -1 1 "EXPANSION Q 4 EXISTING TRUCK �2 EXISTING AIR & JOINT 18 MIN. � WATER ISLAND . PARKING, TYP aEl EXISTING CAR _ GAS CANOPY NOTCH PAVING I o o GC TO TRANSITION FROM WHERE BUILDING c7 I I I NEW FINISH FLOOR TO WALL FINISH z I I g4• ADJACENT PAVING. EXTENDS BELOWEX Y I '" (• o o i ISTING LOVE'S FINISH FLOOR OD �. TRAVEL STOP • • DLJ O� I SITE PLAN ❑ i I � 3 SCALE: 3/8' ® T -O' x WDX NEW CUSTOMER : LAUNDRY ADDITION 11'-o"± Ilk 4 REF: A-1/1 NEW ADDITION STUD 7RMER O a 8 EXISTING �► PROPANE l) ISLAND iO EXISTING AIR & WATER ISLAND a 0 NEW CONCRETE .o STOOP, REF: SP -1/3 e Y coo x — .o ElFF-- x FX �t X Z�S X I L 4 Z SITE PLAN 1 NORTH1-7 SCALES 1' a 60'-0' NORTH SITE PLAN � SCALE' 3/%' -1'-O' STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: RAF DRAWN BY: MAP PROTO CYCLE: SHEET: sp-1 H SAWCUT AND REMOVE PORTION OF EXISTING CONCRETE SIDEWALK AS REQUIRED FOR NEW CONSTRUCTION bo REMOVE PILASTER AS REQUIRED FOR NEW CONSTRUCTION 1'-9"t EXISTING ACCESSIBLE SHOWER - % - X - X - % X X X x- X— X- X— X- 161 -611± -_ -X -. -X -x 1)MOLITION PLAN _EDEE aLE:,/W a r -o' STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: RAF DRAWN BY: MAP PROTO CYCLE: SHEET: D 1 CL J U) 4 I fQ N 0 CL Q v d N C 0 N O E N 04 LL U TILE DIMENSIONS ARE FROM FACE OF FINISH TRANSITION BETWEEN NEW AND EXISTING TILE TO BE FLUSH AND LEVEL U ENLARGED CUSTOMER LAUNDRY FLOOR FINISH PLAN SCALE: 1/47 =1'-07 467 NEW EXTERIOR LIGHTING, 02/26/20 TYP. REF: ELECTRICAL RAF NEW LIGHTING, TYP. MAP REF: ELECTRICAL REF PLUMBING FOR SPRINKLER HEAD LOCATIONS 8'-0" i 81 2° ® ii REF: A-5/8 FOR CEILING BRACING DETAIL OQffilN-mall PAINT VENTS TO MATCH EXISTING, REFER TO MECHANICAL FOR VENT LOCATIONS El I O ENEW 2x4 SUSPENDED CEILING GRID 61 ENLARGED CUSTOME SCALE: 1/47 = T-0° 16'-6" �- REF: A-3/8 FOR HEADER CONNECTION DETAIL R LAUNDRY RCP EXISTING ACCESSIBLE SHOWER Q OVERALL PLAN DETAIL SCALE: 11/4" 1'-07 �� SCALE: 1/8" -1'-0' EXISTING ELECTRICAL A-4/4 STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: RAF DRAWN BY: MAP PROTO CYCLE: ® OQffilN-mall • ® \®� 1 BELOW ® \l RYA al LAUNDRY�\ l 1.....:.....� \\\\\\\\\ \\\\\•\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\I\\\\\\\\\\\\\� I y • EXISTING ACCESSIBLE SHOWER Q OVERALL PLAN DETAIL SCALE: 11/4" 1'-07 �� SCALE: 1/8" -1'-0' EXISTING ELECTRICAL A-4/4 STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: RAF DRAWN BY: MAP PROTO CYCLE: SHEET: -- A-1 J Lu Lu 0 0 z LL z 0 w N 0 N 0 U 0 0 z 0 a`� v � J CL N �i7L _ J m t0 L� o N N M rcN o L SECONDARY OVERFILL EXISTING PRIMARY ROOF DRAIN WITH 2" COLLAR, DRAIN TO REMAIN WATTS RD -250 OR 7'1-911 SIMILAR INFILL EXISTING OVERFLOW SCUPPER DRAIN TO PREVENT C14 WATER FLOW ONTO NEW ADDITION I I 1 I I I 1 l I I I I I I -- I I DRAIN BODY I IF I I -- FLEXIBLE BELLOWS PVC DRAIN REF: PLUMBING rROOF DRAIN DETAIL N SCALE: 11/2" - T-0' SCALE:11/2' - T-0' SCALE: 11/2' - T-0' SCALE: 1/8' -1-0 STORE N0. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: PRE FINISHED DRAWN BY: MAP PROTO CYCLE: SCUPPER FACE TO MATCH EXISTING 1.0 OPENING 22 GA. PAINT DRIP CONTINUE ROOFING CAP & COUNTER MEMBRANE OVER TOP FLASHING AT 24" O.C. OF WALL TERMINATE @ WITH HOT DIP GALV. KN EXTERIOR FACE G185 TREATEDNAILS`�' TO MATCH EXISTING AIL SCUPPER DETAIL P.T. 2X NAILER WITH EXISTING METAL SCALE: 11/2" - T-0" SLOPING TOP TO MATCH EXISTING STUD TO REMAIN EXISTING 11/2" A 1/4" ANGLE PREFINISHED TPO SHEATHING TO METAL TRIM FRAME REMAIN 6"Hx18' W TPO CUSTOM EXISTING THRU WALL OVERFLOW. - PREFAB. SCUPPER WATERPROOFING SCUPPER. REF. A-2/5 2X PT WD BLK'G SEALANTTYP s/" PLYWOOD MEMBRANE TO 4" ROOF DRAIN AND COORDINATE ALL EACH SIDE SHEATHING _ __, REMAIN. PATCH AND DOWNSPOUT TYP, EQUIPMENTS EXACT TAPERED RIGID INSUL I I REPAIR AS REF: A-2/3 & PLUMBING LOCATIONS WITH GRATE CLAMP 2 r5t- WATERPROOFING i I I REQUIRED t-7 Q LOVE'S CM RING MEMBRANE i ROOFING ON x I PATCH AND REPAIR PLYWOOD N Q I I EXISTING R-19 w ROOFING � ROOFING I FACED BATT n- MEMBRANE TO 0 o MEMBRANE ON R-40 I i INSULATION MATCH EXISTING AS o ~ RIGID INSULATION I I 2 U) - r REQUIRED. c„ z PLYWOOD SHEATHING, I TAPERED INSUL A_2 O O = . REF: STRUCTURAL I I I BOARD SLOPED, TYP. TYP ----_------ --------------- AIR GAP PLYWOOD _I I DRAIN BODY SHEATHING, REF: ----- STRUCTURAL FLEXIBLE BELLOWS WEATHER BARRIER I I EXISTING 4" ROOF PVC DRAIN FACE BRICK WITH ----------------------------- I I -- DRAIN WITH NEW REF: PLUMBING GALV. METAL TIE& I I I i SECONDARY DRAIN, - SIM. VERIFY @ 15" O.C. VERT. LOCATIONS, REF: A-2/4 @ 32" O.C. HORIZ. METAL STUDS, REF: &PLUMBING. METAL STUDS, STRUCTURAL REF: STRUCTURAL BENT PLATE, REF: R-19 BATT INSUL. STRUCTURAL (—,-� .ROOF DRAIN .:DETAIL(��PARAPET DETAILr-"'�FROOF 2 PLAN - SCALE: 11/2" - T-0' SCALE:11/2' - T-0' SCALE: 11/2' - T-0' SCALE: 1/8' -1-0 STORE N0. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: RAF DRAWN BY: MAP PROTO CYCLE: SHEET: A-2 JAMB DETAIL 5 f SCALE. 3 -1-0 INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE FROOM FINISH SCHEDULE VERIFY FINISHES- HEADER MEMBERS (D4 2 2 6" x 18' GAUGE MK MA DESCRIPTION FLOOR BASE REF: WALL 1 WALL 2 WALL 3 WALL 4 CEILING HEIGHT REMARKS A-3.1/2 127 NEW HALL PORCELAINO 1 RUBBER 11 2 O Y2 GYP BD/ 26 Y GYP BD/ 26 Y2 GYP BD/ 26 YZ GYP BD/ 26 SUSP. 61 8'-2" HEIGHT TO MATCH EXISTING TILE " ROPPE" BLACK PLAS. LAM. 30 PLAS. LAM. 30 PLAS. LAM. 30 � PLAS. LAM. 30 0 ACCST. TILE , 128 NEW CUSTOMER PORCELAIN 11 RUBBER 0O3 �� Y2 GYP. BD/ Y GYP. BD/ � Y GYP. BD/ " Y GYP. BD/ 62 SUSP. � 8 '_ -' 0 PLASTIC LAMINATE TO 4'-0" AFF LAUNDRY TILE ROPPE BLACK P. LAM 26 30 P. LAM26 30 P. LAM 26 30 P. LAM 26 30 ACCST. TILE GYP BD PAINT ABOVE INSTALL LAMINATE HORIZONTALLY 1. SCHLUTER TRIM AT CEILING TRANSITION 2. SOUND BATT INSULATE WALLS DOOR FINISH SCHEDULE XXX 0 MKI TYP. SIZE MATERIAL FINISH FRAME FINISH GLAZING HEAD JAMB THRESHOLD REMARKS 127A A 3' -0"X7' -0"X 1 3/4" INSUL HM 16 GA PAINT (NOTE 2) METAL PAINT (NOTE 2) --- A-3/4 A-3/5 A-3/6 2' HEAD, NOTES 3, 4, & 7 128A D �_ �� _ �� �� 3 0X6 8 X 1 3/4 SC WOOD P. LAM 50 ALUM. BRONZE 6"X30" POR A-3/2 A-3/3 -- NOTES 1 1. MARLITE AAA BRONZE IN 400, 500, OR 600 SERIES AS REQUIRED. DOORS TO BE MORTISED FOR SPECIFIED HARDWARE. ROUGH OPENING + 1-1/2 WIDTH AND HEIGHT ABOVE SLAB. 2. PAINT METAL DOORS AND METAL FRAMES TO MATCH ADJACENT WALL COLOR UNLESS NOTED OTHERWISE. 3. FIELD CUT FRAME AND DOOR FOR MAGNETIC DOOR ALARM AND SWITCH. 4. PROVIDE 1/4" CONTINUOUS METAL REINFORCEMENT AT HINGE SIDE OF DOOR. DRILL & TAP FOR CONTINUOUS HINGE. S. RUN PLASTIC LAMINATE WOOD GRAIN VERTICAL ON DOORS. 6. ELIASON EASY SWING IMPACT DOOR SCG -1 WITH WINDOW AND FULL PERIMETER SEAL EDGE GASKET. - FRAME TO BE WITHOUT STOPS: 7. PROVIDE METAL REINFORCEMENT AT HEAD OF FRAME.DRILL AND TAP FOR CLOSER ATTACHMENT. 8. NOT USED 9. OWNER PROVIDED, G.C. INSTALL VINYL LETTER SIGNAGE. CENTER ON DOOR. LOCATE 60" A.F.F. TO BOTTOM OF TEXT. INTERIOR NON -LOAD BEARING PARTITION HEADER SCHEDULE HEADER LENGTH HEADER MEMBERS MINIMUM EFFECTIVE PROPERTIES PER STUD 2' TO 6' 2 6" x 18' GAUGE ix = 2.042 Sx = 0.670 MA PROTO CYCLE: AIR GAP ; I Z FACE BRICK WITH GALV. MTL. TIES METAL STUD DOUBLE METAL STUD R_19 BATT INSUL. i=Q " „ c> ® 15 O.C. VERT.'® 16 O.C. HORIZ w AT JAMBS NON -CORROSIVE METAL WALL METAL STUDS, REF. TIES AT EACH SIDE OF THE BOX BEAM BOTTOM TRACK STRUCTURAL EXPANSION JOINT, TYP. TOP TRACK I SCHEDULED FINISH BACKER ROD & SEALANT 2 STUD EXPANSION JOINT HEADERS I SECTION B SCHEDULED FINISH SCHEDULED I I & SUBSTRATE i \ + SCHEDULED DOOR SET 1/2 DOWN, THEN FINISH, TO MATCH I ,, ALUMINUM THRESHOLD EXITSING 1/2" DENSGLASS SET IN CONT. MASTIC SEALANT AND BACKER ROD BOTTOM +1 EXTERIOR SHEATHING AND EXP. MATERIAL PC 18 TRACK F7SCHEDULED FINISH GA TRACK ----------------- EXISTING STUD WALL ' ` �ci SLOPE SIDEWALK METAL STUD HEADER VARIES -AWAY FROM BUILDING 18 GA TRACK WITH 3 10` TEK VAPOR BARRIER ON EXISTING FACE BRICK �) # SEALAT EA SIDEN SCREWS EACH SIDE TO HEADER AND EXTERIOR SHEATHING, TIE EXISTING AIR GAP SECTION B SECTION A (6) #10 TEK scREws To JAMB INTO EXISTING VAPORMATCH ADJ SURFACE BARRIER FOR CONTINUOUS EXISTING VAPOR BARRIER METAL STUD JAMB WATER TIGHT PROTECTION EXISTING PLYWOOD SHEATHING 8 HEADER CONNECTION DETAIL 7 EXPANSION JOINT DETAIL 6 THRESHOLD DETAIL SCALE:11 2" -1'-0" SCALE: 11 2" =1'-0° SCALE- 3 T-0" FACE BRICK WITH GALV. METAL TIES @ FACE BRICK WITH 1" O.C. VERT. @ 5 16" O.C. HORIZ. PER GALV. METAL TIES MANUFACTURERS SPECIFICATIONS @ 15" O.C. VERT. OR BURNISHED BLOCK, REF: EXTERIOR @ 16" O.C. HORIZ. PER ELEVATIONS MANUFACTURERS AIR GAP SPECIFICATIONS DUPONT TYVEK WEATHERIZATION SYSTEM AIR GAP FINISH PER DUPONT TYVEK /- CONTINUOUS SEALANT WITH BACKER ROD SCHEDULE. WEATHERIZATION SYSTEM METAL STUD SCHEDULED DOOR @ 16" O.C., Yi" DENS GLASS GOLD SHEATHING Y2" DENS GLASS GOLD „ _. „ REF: FLOOR PLANS - SCHEDULED SHEATHING NOTCH A 1-3/8 xl 1/2 VOID IN 2X Ya"SHIM WITH CAULKING @EXTERIOR BLOCKING TILE AND GYP. FOR SIZE SUBSTRATE BOARD FOR ELECTRIC STRIKE SCHEDULED 6SOLID CORE 2x NAILER R-19 BATT INSULATION JAMB ONLY. RE: F/A-6 LAUNDRY BOOR, PE FINISH SCHEDULED FINISH LAMINATE METAL STUDS, SCHEDULED 1/2 DENS GLASS E LED 6x30 REF: STRUCTURAL EXISTING/ NEW = GOLD .. ;. �_•::.>:-: • :; :r:J:.,: ��.. �:- SUBSTRATE DOOR PER SCHEDULE DOOR, PAINT co RATED METAL N PORT PER �— STEEL ANGLE �� 2X NAILER _ WEATHER STRIPPING STUDS @ 16 D.C. SCHEDULE ON METAL FRAME REF: STRUCTURAL � 2X WOOD ADJUSTABLE GALVANIZED METAL ALUM �— PT 2x NAILER BLOCKING 2" FRAME PER NEW METAL _ DRIP FLASHING FRAME, PAINT (° FRAME �— HOLLOW METAL FRAME SCHEDULE ADJUSTABLE 2 ALUM. v......- , ... .,. ,.: !, LOUVER TO CONTINUOUS SEALANT �:. - ;. •.,:,. 3/4"X WOOD MATCH �— METAL STUDS, REF. STRUCTURAL WITH BACKER ROD FRAME SEALANT AT BLOCKIING EXISTING. PER PERIMETER EA SIDE TYP DOOR TYPE A DOOR TYPED SCHEDULE �— R-19 BATT INSULATION HALLWAY SCHEDULED SUBSTRATE METAL FRAME .SCHEDULED FINISH DOOR PER SCHEDULE 00 ELEVATIONS HEAD DETAIL JAMB DETAIL HEAD DETAIL DO OR ELEVATI N 4 2 SCALE• 3 =1-0 SCALE• 3 -1-0 SCALE•_3 s 1-0 ALE• 1/2 -1-0 STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: RA DRAWN BY: MA PROTO CYCLE: SHEET: A-3 18 TRIM SCHLUTER", DILEX - AHKA 1S 100 AE - SATIN ANODIZED ALUMINUM , CORNER, END PIECES, &ACCESSORIES TO MAKE A COMPLETE SYSTEM "MARLITE ", P151 LIGHT GREY, 1/8" FIBERGLASS REINFORCED PANELS. BATTEN 23 F.R.P. JOINTS. "SHERWIN WILLIAMS" SW 9168 ELEPHANT EAR SATIN OR AT HALL AND CUSTOMER'S LAUNDRY ROOM. DO NOT APPLY 26 PAINT PPG26 LOVES SW9168 CUSTOM MATCH PAINT TO GYP. BD. WALL BELOW CHAIR RAIL HEIGHT. WOOD TOP TRIM. MATCHING CORNER, END PIECES, & ACCESSORIES TO MAKE COMPLETE SYSTEM. PROVIDED BY OWNER, 30 LAMINATE FORMICA NEUTRAL TWILL 8826-58 INSTALLED BY G.C. INSTALLER SHALL USE APPROVED ADHESIVE TITEBOND GREENCHOICE ADVANCED POLYMER PANEL ADHESIVE" 46 SOLID SURF DUPONT - CORIAN - SAVANNAH WINDOWSILLS, COFFEE/DRINK BAR COUNTERTOPS PROVIDED BY OWNER, INSTALLED BY G.C. 47 SOLID SURF. DU PONT - CORIAN -LAVA ROCK SHOWER VANITIES, SPLASH, AND BENCH TOPS. PROVIDED BY OWNER, INSTALLED BY G.C. 60 LAMINATE 'WILSONART SHOWER VANITY & BENCH APRONS STEEL MESH 4879-38 PROVIDED BY OWNER INSTALLED BY G.C. SUSP. "ARMSTRONG" � CEILINGS 61 ARMSTRONG FISSURED MINABOARD #755B, 24"x48", WHITE GRID. ACCST: SUSP. "ARMSTRONG" CLEAN ROOM #870, 24"x48"x5/8" OR, WHITE VINYL COVERED 62 VINYL 5/8" GYP. BD. ON WHITE GRID. 85 PAINT "SHERWIN WILLIAMS CEILING WHITE OR PPG1011-1 "PACIFIC PEARL" 66 PAINT "SHERWIN WILLIAMS" SW 7567 "NATURAL TAN" LATEX OR PPG1075-3 "CASUAL ELEGANCE" xx EXTERIOR FINISH SCHEDULE 0 NO. TYPE DESCRIPTION REMARKS EXT WALLS 80 BRICK ACME BLEND 137 MODULAR "BURGANDY" MATCH EXISTING STANDARD GRAY MORTAR ACME PEP BLEND 30 VELOUR MODULAR "DOVE GREY" MATCH EXISTING 81 BRICK STANDARD GRAY MORTAR 82 EIFS "DRYVIT' OUTSULATION SYNTHETIC PLASTER WALL SYSTEM ON 1 Y" DRYVIT INSULATION BOARD MATCH EXISTING EIFS COLOR" DRYVIT "BRITE WHITE" #102, FREESTYLE TEXTURE (SMOOTH, NO TROWEL MARKS) 84 METAL TRIM PRIMER. SHERWIN WILLIAMS CO. GALVITE B 50 W 3 PRIMER AT 2 MILS DFT PER COAT. MATCH EXISTING PAINT FINISH: SHERWIN WILLIAMS CO. INDUSTRIAL ENAMEL B 54 Z SERIES. (GALV.) (LOW VOC COMPLIANT). APPLY 2 COATS 3 TO 3 MILS DRY PER COAT. PAINT TO MATCH EIFS MISCELLANEOUS EQUIPMENT SUPPLIED INSTALLED ITEM DESCRIPTION QTY MODEL BY BY REMARKS M-1 COMMERCIAL STACK 2 QUANTUM SPEED QUEEN OWNER G.C. VERIFY ALL MODEL #'S W/ DRYER OWNER (DRYER, COIN/CARD BOX) IN TRUCKER'S LAUNDRY M -1A COMMERCIAL FRONT 2 QUANTUM SPEED QUEEN OWNER G.C. VERIFY ALL MODEL #'S W/ LOAD WASHER OWNER (DRYER, COIN/CARD BOX) IN TRUCKER'S; LAUNDRY M-13 INTERIOR FIRE 1 10 LBS ABC WITH WALL OWNER G.C. EXTINGUISHER MOUNTED BRACKETS - AAIOS NEW ROOF M-56 TABLE 1 IOWNER G.C. DECK M-57 CHAIR 2 1 JOWNER G.C. ROOF DECK DEFLECTION CHANNEL SCHEDULED CEILING, REF: CEILING PLAN 1/4" CHAMFER AT PLASTIC LAMINATE SCHEDULED AND HARDWOOD EDGE EXISTING FINISHES 20 SLATWALL 1/2" GYP. STUD WALL DISPLAY BOARD 1/2" DENS SCHEDULED SEALED UNO SHIELD SUBSTRATE HARDWOOD ��� METAL STUDS EDGE TRIM PLASTIC LAMINATE ON (2) 1x1 WOOD TYP LAYER %" SUBSTRATE 60 TRIM AT TOP ( @ 16" O.C. -� AND BOTTOM 1/2" GYP. BD. SCHEDULED 5 PER PLAN TILE VOR 3�8 X DUPLEX WALL FINISH 20 GA. METAL ELECTRICAL AS SCHEDULED PLASTIC STUDS @ 16 OUTLET LAMINATE, 1/2 CEMENT OC CONTINUOUS 2x4 HORIZONTALLY --/HOLD 1AFF. " BOARD BATT CD I o BLOCKING INSULATION SCHLUTfR 1 Ya RUBBER /—RUBBER OD STEEL PIPE TRIM 18 AT 48" OC MAX. BASE t BASE VOIDS TO BE RUBBER BASE00 GROUTED SOLID N z- SCHEDULED D FINISH SCHEDULED QUARRY CHEDULED SCHEDULED SCHEDULED FINISH ENSURE ALL FLANGES ARE FLOOR FINISH FLOOR FLOOR SECURELY ATTACHED TO COUNTER AND FLOOR FLANGE � G o a A TAC MENT 2 V CERAMIC TILE COUNTER SECTION BASE DETAIL O 3 2 as ARI' ITI N TYPES SCALE 1 1 0 SCALE 3 1 0 CALE 1/2 1-0 STORE NO. INTERIOR FINISH & MATERIAL SCHEDULE - xx NO. TYPE CHECKED BY: DESCRIPTION _ REMARKS MAP FLOORS 1 COLORBODY PORCELAIN "DALTILE" PORTFOLIO, PF08 CHOCOLATE- 12x24 F-113-90 DRY SET MORTAR METHOD, "HYDROMENT" NATURAL FLOOR GROUT, WITH HYDROMENT ACRYLIC MORTAR ADMIXTURE. PROVIDE "HYDROMENT" ULTRASET @ SLAB JOINTS 12x24 - PATTERN - RUNNING BOND - TYPICAL OVERLAP SHOULD NOT EXCEED 33% ) " "MAPEI" - BAHAMA BEIGE #04 GROUT 2 SURETREAD DALTILE, SURETREAD OQ76 GRAY TREAD - 6X6 GROUT; MAPEI, BLACK 6 EPDXY SIKADUR 55 SLV RE: SPECS INT WALLS 7 CERAMIC ROCA TILE COLOR COLLECTION, TENDER GRAY BRIGHT U761 6 X 18 SIZE TILE (MAPEI "ALABASTER" - #01 GROUT) PER INT. RESTROOM & SHOWER ELEVATIONS & SHOWER STALL CEILING PLAN SHOWER STALL FLOOR 8 PORCELAIN DALTILE PORTFOLIO- PF08 CHOCOLATE "DALTILE" 2 X 2 MOSAIC IN SHOWER STALL ONLY "MAPEI" - BAHAMA BEIGE #04 GROUT INT WALLS 9 PORCELAIN "FLORIM" LAYERS, CHALK 1094423 ACCENT - 12X24 SIZE TILE (MAPEI "SILVER" - #27 GROUT) PER INT. RESTROOM & SHOWER ELEVATIONS BASE 11 RUBBER "ROPPE" BLACK - (4") INT WALLS 12 PORCELAIN EQ TO NO 1 BULLNOSE TILE BASE - P -43C9 6X12 18 TRIM SCHLUTER", DILEX - AHKA 1S 100 AE - SATIN ANODIZED ALUMINUM , CORNER, END PIECES, &ACCESSORIES TO MAKE A COMPLETE SYSTEM "MARLITE ", P151 LIGHT GREY, 1/8" FIBERGLASS REINFORCED PANELS. BATTEN 23 F.R.P. JOINTS. "SHERWIN WILLIAMS" SW 9168 ELEPHANT EAR SATIN OR AT HALL AND CUSTOMER'S LAUNDRY ROOM. DO NOT APPLY 26 PAINT PPG26 LOVES SW9168 CUSTOM MATCH PAINT TO GYP. BD. WALL BELOW CHAIR RAIL HEIGHT. WOOD TOP TRIM. MATCHING CORNER, END PIECES, & ACCESSORIES TO MAKE COMPLETE SYSTEM. PROVIDED BY OWNER, 30 LAMINATE FORMICA NEUTRAL TWILL 8826-58 INSTALLED BY G.C. INSTALLER SHALL USE APPROVED ADHESIVE TITEBOND GREENCHOICE ADVANCED POLYMER PANEL ADHESIVE" 46 SOLID SURF DUPONT - CORIAN - SAVANNAH WINDOWSILLS, COFFEE/DRINK BAR COUNTERTOPS PROVIDED BY OWNER, INSTALLED BY G.C. 47 SOLID SURF. DU PONT - CORIAN -LAVA ROCK SHOWER VANITIES, SPLASH, AND BENCH TOPS. PROVIDED BY OWNER, INSTALLED BY G.C. 60 LAMINATE 'WILSONART SHOWER VANITY & BENCH APRONS STEEL MESH 4879-38 PROVIDED BY OWNER INSTALLED BY G.C. SUSP. "ARMSTRONG" � CEILINGS 61 ARMSTRONG FISSURED MINABOARD #755B, 24"x48", WHITE GRID. ACCST: SUSP. "ARMSTRONG" CLEAN ROOM #870, 24"x48"x5/8" OR, WHITE VINYL COVERED 62 VINYL 5/8" GYP. BD. ON WHITE GRID. 85 PAINT "SHERWIN WILLIAMS CEILING WHITE OR PPG1011-1 "PACIFIC PEARL" 66 PAINT "SHERWIN WILLIAMS" SW 7567 "NATURAL TAN" LATEX OR PPG1075-3 "CASUAL ELEGANCE" xx EXTERIOR FINISH SCHEDULE 0 NO. TYPE DESCRIPTION REMARKS EXT WALLS 80 BRICK ACME BLEND 137 MODULAR "BURGANDY" MATCH EXISTING STANDARD GRAY MORTAR ACME PEP BLEND 30 VELOUR MODULAR "DOVE GREY" MATCH EXISTING 81 BRICK STANDARD GRAY MORTAR 82 EIFS "DRYVIT' OUTSULATION SYNTHETIC PLASTER WALL SYSTEM ON 1 Y" DRYVIT INSULATION BOARD MATCH EXISTING EIFS COLOR" DRYVIT "BRITE WHITE" #102, FREESTYLE TEXTURE (SMOOTH, NO TROWEL MARKS) 84 METAL TRIM PRIMER. SHERWIN WILLIAMS CO. GALVITE B 50 W 3 PRIMER AT 2 MILS DFT PER COAT. MATCH EXISTING PAINT FINISH: SHERWIN WILLIAMS CO. INDUSTRIAL ENAMEL B 54 Z SERIES. (GALV.) (LOW VOC COMPLIANT). APPLY 2 COATS 3 TO 3 MILS DRY PER COAT. PAINT TO MATCH EIFS MISCELLANEOUS EQUIPMENT SUPPLIED INSTALLED ITEM DESCRIPTION QTY MODEL BY BY REMARKS M-1 COMMERCIAL STACK 2 QUANTUM SPEED QUEEN OWNER G.C. VERIFY ALL MODEL #'S W/ DRYER OWNER (DRYER, COIN/CARD BOX) IN TRUCKER'S LAUNDRY M -1A COMMERCIAL FRONT 2 QUANTUM SPEED QUEEN OWNER G.C. VERIFY ALL MODEL #'S W/ LOAD WASHER OWNER (DRYER, COIN/CARD BOX) IN TRUCKER'S; LAUNDRY M-13 INTERIOR FIRE 1 10 LBS ABC WITH WALL OWNER G.C. EXTINGUISHER MOUNTED BRACKETS - AAIOS NEW ROOF M-56 TABLE 1 IOWNER G.C. DECK M-57 CHAIR 2 1 JOWNER G.C. ROOF DECK DEFLECTION CHANNEL SCHEDULED CEILING, REF: CEILING PLAN 1/4" CHAMFER AT PLASTIC LAMINATE SCHEDULED AND HARDWOOD EDGE EXISTING FINISHES 20 SLATWALL 1/2" GYP. STUD WALL DISPLAY BOARD 1/2" DENS SCHEDULED SEALED UNO SHIELD SUBSTRATE HARDWOOD ��� METAL STUDS EDGE TRIM PLASTIC LAMINATE ON (2) 1x1 WOOD TYP LAYER %" SUBSTRATE 60 TRIM AT TOP ( @ 16" O.C. -� AND BOTTOM 1/2" GYP. BD. SCHEDULED 5 PER PLAN TILE VOR 3�8 X DUPLEX WALL FINISH 20 GA. METAL ELECTRICAL AS SCHEDULED PLASTIC STUDS @ 16 OUTLET LAMINATE, 1/2 CEMENT OC CONTINUOUS 2x4 HORIZONTALLY --/HOLD 1AFF. " BOARD BATT CD I o BLOCKING INSULATION SCHLUTfR 1 Ya RUBBER /—RUBBER OD STEEL PIPE TRIM 18 AT 48" OC MAX. BASE t BASE VOIDS TO BE RUBBER BASE00 GROUTED SOLID N z- SCHEDULED D FINISH SCHEDULED QUARRY CHEDULED SCHEDULED SCHEDULED FINISH ENSURE ALL FLANGES ARE FLOOR FINISH FLOOR FLOOR SECURELY ATTACHED TO COUNTER AND FLOOR FLANGE � G o a A TAC MENT 2 V CERAMIC TILE COUNTER SECTION BASE DETAIL O 3 2 as ARI' ITI N TYPES SCALE 1 1 0 SCALE 3 1 0 CALE 1/2 1-0 STORE NO. 467 DOCUMENT DATE: 02/26/20' CHECKED BY: RAF DRAWN BY: MAP PROTO CYCLE: SHEET: A-3.1 _ Tr G: x U g U 0 0 z 0 U L p = J ;v `L C T E o u. ' o J CL ti L� N O N M -09 42) V- S fAL CAP TO MATCH STING, TYP. 84 V EIFS CORNICE TO fCH EXISTING, TYP. 82 JNING BOND JRSE TO MATCH STING, TYP. 81 _D BRICK TO fCH EXISTING, TYP. 80 M BRICK TO MATCH STING, TYP. 81 V LIGHT SCONCE, " ELECTRICAL JNING BOND JRSE TO MATCH STING, TYP. 81 EXTERIOR ELEVATION SCALE: 1/8' m T-0' FACE BRICK WITH GALV. MTL. TIES PER MANUFACTURERS SPECIFICATIONS -- 3'-4" 2'-6j4' .j 0 1'-6y „ 4 1'-0" EXPANSION JOINT, REF: 6/A-5 G° DASHED LINE IS L- ------- ---------------- -- ---- WALL LINE ABOVE EXPANSION JOINT, REF: 6/A-5 EXTERIOR ELEVATION �i iii �►i!i�i �i�:�i 1►il►�i ►i �i�i m / ►�/RUNNING BOND 4 s ►5 COURSE, J F- U o � LL NiNL METAL SUPPORTS, REF: STRUCTURAL ,ter,, A- ' A I --Z A 82 NEW EIFS CORNICE TO MATCH EXISTING, TYP. o � � �t o>Uj u~i METAL STUDS, o ii REF: STRUCTURAL w Z w 80 NEW FIELD BRICK. TO MATCH EXISTING TYP. AIR GAP 81 NEW RUNNING BOND T 1/2" DENSGLASS MATCH EXISTING, TYP. EXTERIOR SHEATHING 80 NEW FIELD BRICK TO DZ iUPONT WEATHERIZATION MATCH EXISTING TYP. SYSTEM 81 NEW RUNNING BOND T rn FACE BRICK WITH MATCH EXISTING, TYP. ii GALV. METAL TIES � @ 15" O.C. VERT. 80 NEW FIELD BRICK TO @ 16" O.C. HORIZ. MATCH EXISTING TYP. _ = EXTERIOR ELEVATION 7 RUNNING BOND SCALE: 1/8' a T-0' -' _ COURSE, REF: A-5/5 _ v CONT. "NERVASTRAL" FLASHING Cl) i WICK WEEPS @ 24" w Li:W O.C. CV SLOPE AWAY FROM o FOUNDATION U- SCALE:1/8' - T-0' 1'-0" LINE OF LIGHT SCONES ABOVE, REF: ELECTRICAL � CV 1 �: cD METAL STUDS, REF: STRUCTURAL, TYP. AIR GAP Y2" DENSGLASS GOLD EXTERIOR SHEATHING DUPONT TYVEK WEATHERIZATION SYSTEM EXTERIOR ELEVA-n0N SCALE: 11W - T-0' EXTERIOR ELEVATION SCALE: 1/8" - T-0' EXTERIOR ELEVATION SCALE: 1/8' -1'-0' �� SCALE: 1/8' - T-0' II q o O HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com mow, o �Y; m �J W ILo >.w DOCUMENT DATE: 2 o uw d o z w CHECKED BY: Oz F.�V-U tli j�K pd' �LLW.ow PROTO CYCLE: OLL `�` - OLL wQ �vp-' Z Z 0 �' C a¢Mmoi-p OF: '5 �- ozc>u-.�Nu.~w i a .j 0 1'-6y „ 4 1'-0" EXPANSION JOINT, REF: 6/A-5 G° DASHED LINE IS L- ------- ---------------- -- ---- WALL LINE ABOVE EXPANSION JOINT, REF: 6/A-5 EXTERIOR ELEVATION �i iii �►i!i�i �i�:�i 1►il►�i ►i �i�i m / ►�/RUNNING BOND 4 s ►5 COURSE, J F- U o � LL NiNL METAL SUPPORTS, REF: STRUCTURAL ,ter,, A- ' A I --Z A 82 NEW EIFS CORNICE TO MATCH EXISTING, TYP. o � � �t o>Uj u~i METAL STUDS, o ii REF: STRUCTURAL w Z w 80 NEW FIELD BRICK. TO MATCH EXISTING TYP. AIR GAP 81 NEW RUNNING BOND T 1/2" DENSGLASS MATCH EXISTING, TYP. EXTERIOR SHEATHING 80 NEW FIELD BRICK TO DZ iUPONT WEATHERIZATION MATCH EXISTING TYP. SYSTEM 81 NEW RUNNING BOND T rn FACE BRICK WITH MATCH EXISTING, TYP. ii GALV. METAL TIES � @ 15" O.C. VERT. 80 NEW FIELD BRICK TO @ 16" O.C. HORIZ. MATCH EXISTING TYP. _ = EXTERIOR ELEVATION 7 RUNNING BOND SCALE: 1/8' a T-0' -' _ COURSE, REF: A-5/5 _ v CONT. "NERVASTRAL" FLASHING Cl) i WICK WEEPS @ 24" w Li:W O.C. CV SLOPE AWAY FROM o FOUNDATION U- SCALE:1/8' - T-0' 1'-0" LINE OF LIGHT SCONES ABOVE, REF: ELECTRICAL � CV 1 �: cD METAL STUDS, REF: STRUCTURAL, TYP. AIR GAP Y2" DENSGLASS GOLD EXTERIOR SHEATHING DUPONT TYVEK WEATHERIZATION SYSTEM EXTERIOR ELEVA-n0N SCALE: 11W - T-0' EXTERIOR ELEVATION SCALE: 1/8" - T-0' EXTERIOR ELEVATION SCALE: 1/8' -1'-0' �� SCALE: 1/8' - T-0' II q o O HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com d' U00 co O LL LL C6 V7 M 0 U) V W Z W CL W z O w O 04 LL a y ®r.,-D 40O -Cf'- OF_Fto �� �MPRiE cOo�'�p .� ` AR99 2 h'ED AFZG Jami Marie Cook, Architect License #AR99512 Harrison French & Associates, LTD COA #AA226001029 FEB 2 6 2020 STORE NO. mow, o �Y; m �J W ILo >.w DOCUMENT DATE: 2 o uw d o z w CHECKED BY: Oz F.�V-U tli j�K pd' �LLW.ow PROTO CYCLE: OLL `�` - OLL wQ �vp-' Z Z 0 �' C a¢Mmoi-p OF: '5 �- ozc>u-.�Nu.~w g z�Q��Fp d' U00 co O LL LL C6 V7 M 0 U) V W Z W CL W z O w O 04 LL a y ®r.,-D 40O -Cf'- OF_Fto �� �MPRiE cOo�'�p .� ` AR99 2 h'ED AFZG Jami Marie Cook, Architect License #AR99512 Harrison French & Associates, LTD COA #AA226001029 FEB 2 6 2020 STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: RA DRAWN BY: MAP PROTO CYCLE: SHEET: A-4 3 J w 0 0 Z Z 0 0 w U) M 0 0 0 0 Z 0 C� 0 J 41 � CL cdN d O e 0 ato o a, N N C7 �s N M .Q O LL S PROVIDE RIGID VERTICAL 8 GA. VERTICAL HANGER WIRE AT 4'-0" O.C. EACH WAY COMPRESION STRUT AT 12'-0" O.C. EACH WAY OF 3/4" E.M.T. CONDUIT. FIRST POINTS TO START 4 TURNS MIN. WITHIN 6'-0" FROM EACH WALL. IN 1 1/2' 8 GA. 45 DEG. SPLAY WIRE 45 4 DEG. F,��OpWQ ,0� *9 \oN l BRACING IN PLANE OF MAIN ARE CQ \GNB OF RUNNER. ALL WIRES ATTACHED WN xW� TO MAIN RUNNER. 4 DIRECTIONS. 45 PREP CROSS RUNNER AT MAIN RUNNER MP SPS/�� 2'-0" O.C. AT 4'-0" O.C. 2/� Wp HANGERS FOR SUSPENDED CEILING SHALL BE NOT LESS THAN THE SIZES SET FORTH IN THE NEW EDITION OF THE 2012 INTERNATIONAL BUILDING CODE - FASTENED TO OR EMBEDDED IN THE STRUCTURAL FRAMING, MASONRY OR CONCRETE. HANGERS SHALL BE SADDLE -TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF HANGERS. LOWER ENDS OF FLAT HANGERS SHALL BE BOLTED WITH 3/8" BOLTS TO RUNNER CHANNELS OR BENT TIGHTLY AROUND RUNNERS AND BOLTED TO THE MAIN PART OF THE HANGER. METAL SUSPENSION SYSTEMS FOR ACOUSTICAL TILE AND FOR LAY -IN PANEL CEILINGS SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE BUILDING CODE. VERTICAL WIRES TO START MAX. 8" FROM EDGES ON MAIN AND CROSS WIRES. VERTICAL STRUT TO BE MAX. 12" O.C. CEILING BRACING DETAIL SCALE= N.T.S. CONT. I jA je- DRIP EDGE L4Q CONT. "J" TRIM WITH BACKER ROD AND SEALANT COLORED TO MATCH EIFS DRIP EXPANSION EDGE DETAIL JOINT DETAIL SCALE:11/2' - T-0' SCALE: 11/2' = T-0' ) 22 GA. PREFINISHED CAP AND COUNTER FLASHING. ATTACH @ 24" OC WITH HOT DIP GALV G185 SLOPE CAP Ya` TREATED NAILS. PAINT TO MATCH EXISTING 84 P.T. 2x NAILER EXTERIOR GRADE PLYWOOD ---- (2) LAYERS Y4' EXTERIOR GRADE PLYWOOD EIFS ON INSULATION BOARD o Yz" DENS GLASS GOLD SHEATHING CONTINUE ROOFING MEMBRANE OVER TOP OF WALL TERMINATE @ EXTERIOR FACE --�_ PLYWOOD SHEATHING REF: STRUCTURAL ....................... !s.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!.!:!:?:! PARAPET DETAIL r` BACKER ROD WITH CONT. SEALANT DUPONT TYVEK WEATHERIZATION SYSTEM 3 ROWS ACCENT BRICK TO MATCH EXISTING AIR GAP FACE BRICK WITH GALV. MTL TIES PER MANUFACTURERS SPECIFICATIONS 2" DENSEGLASS GOLD EXTERIOR SHEATHING METAL STUDS, REF: STRUCTURAL R-19 BATT INSULATION /I- ::A I R-5 CONT. RIGID FOAM P L—J, BOARD INSULATION R-19 BATT INSUL METAL STUDS, REF: STRUCTURAL Y U m Q u R-19 BATT INSULATION 1/2" DENSGLASS GOLD 4 OH w FACE BRICK WITH EXTERIOR SHEATHING o GALV. MTL. TIES PER Z Y DUPONT TYREK J v E WEATHERIZA11ON SYSTEM > Q m AIR GAP w FACE BRICK WITH g'ol,, > GALV. MTL. TIES FOUNDATIONN CONNECT TO EXISTING 15" O.C. VERT. w SIDEWALK DRAIN 16" O.C. HORIZ. Q SCHEDULED SUBSTRATE FLASHING - AND FINISH 16RICK DETAIL )SCALE: 11/2' -1'-0' / 18'-1 Y2' AFF MATCH EXISTING � � 4 A-5 3 ROWS - ACCENT BRICK - 0 R-40 MIN. \ / RIGID INSULAION SCALE: 11/2' - T-0' SCALE: 1/2' - T-0' DUPONT TYVEK WEATHERIZATION 467 R-19 BATT INSULATION U- w 4 OH w FACE BRICK WITH m o GALV. MTL. TIES PER DRAIN PIPE IN WALL TO BE DUPONT WEATHERIZATION J INSULATED FROM BOTTOM SYSTEM > OF DECK TO FINISHED FLOOR. LL w 11" g'ol,, > A-2 FOUNDATIONN CONNECT TO EXISTING SPECIFICATIONS SIDEWALK DRAIN CONT. "NERVASTRAL" / SCHEDULED SUBSTRATE FLASHING - AND FINISH WICK WEEPS @ 24" O.C. U- REF: STRUCTURAL. SLOPE AWAY FROM CONCRETE SLAB FOUNDATION . 'ate ' a' a 4e 3x3).T7 Mw p R-5 CONT. RIGID FOAM 3 5 /8 18 „ OH A-5 U- . ad CONT. ANGLE a ,a --- — -- w BOARD INSULATION WALL SECTION 6 Yz EXPANSION JOINT a °,1 METAL STUDS, °- d v' REF: STRUCTURAL g da - a FOR FOUNDATION d. '. °• a ' REF: STRUCTURAL a. a •8 a . METAL STUDS, a METAL STUDS, REF:REF: 1WALL SECTION Yi' DENS GLASS GOLD STRUCTURAL STRUCTURAL SHEATHING DENS GLASS GOLD S SHEATHING Y" DENS GLASS GOLD 3 ROWS - ACCENT BRICK EXTERIOR SHEATHING 3 ROWS -ACCENT BRICK SCALE: 11/2' - T-0' SCALE: 1/2' - T-0' DUPONT TYVEK WEATHERIZATION 467 R-19 BATT INSULATION AIR GAP — AIR GAP w FACE BRICK WITH m o GALV. MTL. TIES PER DRAIN PIPE IN WALL TO BE DUPONT WEATHERIZATION MANUFACTURERS _ INSULATED FROM BOTTOM SYSTEM > OF DECK TO FINISHED FLOOR. FACE BRICK WITH w GALV. MTL. TIES U- NEW DOWNSPOUT TO PER MANUFACTURERS FOUNDATIONN CONNECT TO EXISTING SPECIFICATIONS SIDEWALK DRAIN CONT. "NERVASTRAL" / SCHEDULED SUBSTRATE FLASHING AND FINISH WICK WEEPS @ 24" O.C. U- REF: STRUCTURAL. SLOPE AWAY FROM CONCRETE SLAB FOUNDATION . 'ate ' a' a 4e d b C a v OH A-5 . ad a ,a --- — -- �d WALL SECTION Yz EXPANSION JOINT a °,1 °- d v' REF: STRUCTURAL g da - a FOR FOUNDATION d. '. °• a ' a. a •8 a . a' a a 1WALL SECTION SCALE: 11/2' - T-0' SCALE: 1/2' - T-0' DUPONT TYVEK WEATHERIZATION LOCATION OF DOWNSPOUT REF: PLUMBING EXTEND DOWNSPOUT IN WALL DOWNSPOUT CONNECTS TO EXISTING ROOF DRAINS AT SIM CONDITION 3 ROWS - ACCENT BRICK R-5 CONT. RIGID FOAM BOARD } INSULATION LL w 9 > R-19 BATT INSUL N � J W u�— ---� 3 WALL SECTION SCALE: 1/2' - 1'-0' SCHEDULED CEILING SCHEDULED SUBSTRATE - SCHEDULED FINISH R-5 CONT. RIGID FOAM BOARD INSULATION — R-19 BATT INSUL.— — DUPONT TYVEK 467 WEATHERIZATION SYSTEM - — AIR GAP w FACE BRICK WITH m o GALV. MTL. TIES PER GALV. MTL. TIES PER MANUFACTURERS MANUFACTURERS _ w SPECIFICATIONS— SPECIFICATIONS Cl > iq AIR GAP LOCATION OF DOWNSPOUT REF: PLUMBING EXTEND DOWNSPOUT IN WALL DOWNSPOUT CONNECTS TO EXISTING ROOF DRAINS AT SIM CONDITION 3 ROWS - ACCENT BRICK R-5 CONT. RIGID FOAM BOARD } INSULATION LL w 9 > R-19 BATT INSUL N � J W u�— ---� 3 WALL SECTION SCALE: 1/2' - 1'-0' SCHEDULED CEILING SCHEDULED SUBSTRATE - SCHEDULED FINISH R-5 CONT. RIGID FOAM BOARD INSULATION — R-19 BATT INSUL.— — DUPONT TYVEK 467 WEATHERIZATION SYSTEM - — AIR GAP RA — FACE BRICK WITH MAP GALV. MTL. TIES PER MANUFACTURERS _ SPECIFICATIONS Cl > iq O w SLOPE AWAY FROM U- SCALE: 1/2' T-0' STORE NO. 467 3 ROWS - ACCENT BRICK 3 - CHECKED BY: RA DRAWN BY: MAP PROTO CYCLE: 1/2" EXPANSION JOINT w SLOPE AWAY FROM FOUNDATIONN o w / � U- SIM 3 OH A-5 �— --- — -- WALL SECTION SCALE: 1/2' T-0' STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: RA DRAWN BY: MAP PROTO CYCLE: SHEET: A-5 GENERAL LOADING NOTES CAST -IN-PLACE CONCRETE NOTES CONT'D MISCELLANEOUS NOTES CONT'D. 1. Building Code: 2017 Florida Building Code 2. Concrete reinforcing shall meet the following- 6. See architectural, mechanical and electrical drawings for size and location of all openings, sleeves, curbs, pads, inserts, etc. not shown 2. Gravity Loads: +11.4 / -44.1 ,- „ on structural drawings. Before fabrication of materials, coordinate with mechanical and electrical requirements. +29.9 / -68.7 +26.8 / -58.4 D. Provide 2-#5 each side of each opening thea walls or slabs unless noted otherwise. Bars to extend 2 0 past opening. 3 Location live Load Dead Load +25.5 / -54.0 7. Construction documents consist of these drawings and a separate book of specifications. The drawings and specifications are Uniform Uniform E. Shop Drawings shall be submitted with reinforcing steel detailed in accordance with the current addition of ACI 318. complimentary, neither is meant to stand alone for any portion of the work described herein. Any conflict between drawings and +29.9 / -39.9 +26.8 / -33.7 +25.5 / -31.1 specifications shall be reported immediately to the architect. Slab -on -Grade 100 psf _____ 3. Forming and embedment shalt meet the following - • SDs = 0.06 Roof 20 psf 20 psf • SDS = 0.047 8. Epoxy anchors shall be Hilti HAS Rods embed with Hilti HIT-HY 200 adhesive. Anchor rod size and embedment shall be as indicated in Ground Snow Load, Pg 0 psf ____ A. All foundations are designed and detailed with formed sides. If the contractor elects to use earth formed sides, one inch shall be the details. Flat Roof Snow Load, g 0 sf p _____ added to each side to provide adequate cover over the reinforcing at the contractors expense. CONCRETE COLD WEATHER REQUIREMENTS *Uniform dead load includes actual structural weights. A minimum yield strength of 33KSI (33,000 psi) with the exception that 16 ga. and heavier studs shall have a minimum B. All exposed edges of concrete shall be chamfered 3/4" inside forms or tolled to 3/4" radius on slabs unless otherwise noted. In cold weather, all heating equipment and protective enclosures shall be on the job ready for use when concrete is placed. Such equipment 3. Wind Load: A. Geotechnical Investigation Preformed By: Terracon, Inc. C. Slabs -on -Grade shall have construction joints and control joints (sawed joints) located as shown on the drawings. Contractor shall be adequate for the purpose of heating the concrete materials and protecting the concrete in accordance with the following requirements: • Ultimate Design Wind Speed, Vult (3 -second gust) • Nominal Design Wind Speed, Vasd (3 -second gust) .157 mph 122 mph shall locate slab joints on shop drawings. 1. Whenever the temperature of the surrounding atmosphere is 40°F or lower, or there is a probability of it falling below 40°F, all aggregates • Risk Category II • Wind Exposure C B. Provide temporary bracing and shoring as required for stability during construction. D. At the contractors option, either the sawed or keyed construction joint may be used. The keyed joint shall be used to terminate and water shall be pre -heated and all forms, fill and ground with which the concrete is in contact or is calculated to come in contact with, shall be defrosted. Steel reinforcement and aggregates shall be protected by adequate means to prevent formation of an ice film. • Internal Pressure Coefficient (GCp) = t0.18 reinforcing. Extend inside face reinforcing of all foundations and walls to outside face and bend to a standard 90 any placement. C. Verification of all floor depressions and offsets with architectural drawings. degree hook. NEARSIDE 1111#4 2. All concrete placed in the forms shall have a temperature between 60°F and 80°F and adequate means shall be provided by enclosures 9 11 D. Remove all abandoned foundations, utilities, pipelines, etc. that interfere with new construction. E. Where necessary, vertical construction joints shall be located within the center one-third of the span. All joints shall be° ° and heating equipment for maintaining a temperature of at least 720F for the first seven days and at least 50 F for as much more time as *THE SALIENT CORNER SHALL BE DEFINED AS THE VERTICAL SURFACE LOCATED WITHIN A DISTANCE OF 1/10th thoroughly cleaned and purposely roughened to 1/4" prior to placing adjacent concrete. Joints in exposed concrete shall be may be necessary, as determined b the engineer, to ensure the proper curing of the concrete. y ry y g THE LEAST WIDTH OF THE STRUCTURE BUT NOT MORE THAN 10'-0" FROM A PROMINENT SALIENT CORNER. used with a maximum spacing of 50'. 5. NOMINAL COMPONENTS AND CLADDING WIND PRESSURES (PSF) EFFECTIVE WIND AREA (saw ZONES Vasd = 122 MPH, EXP C RISK CATEGORY II, GCpi = t0.18 10 50 100 1 +13.3 / -52.1 +11.4 / -44.1 +10.5 / -40.7 2 +29.9 / -68.7 +26.8 / -58.4 +25.5 / -54.0 3 +29.9 / -68.7 +26.8 /-58.4 +25.5 / -54.0 4 +29.9 / -32.4 +26.8 / -29.3 +25.5 / -28.0 5 +29.9 / -39.9 +26.8 / -33.7 +25.5 / -31.1 3. - Canvas or other protective covering shall be kept clear of all concrete in order to permit free circulation of air around all walls, columns, F. The contractor shall be responsible for the design of all forming, temporary bracing and shoring. and over tops of all slabs. G. No aluminum shall be embedded in concrete. Conduit and piping embedded in concrete shall be spaced a minimum 4. The contractor is to protect the soil from freezing during the construction period, this includes footings that have been cast. of four diameters and the outside diameter shall be less than 30% of the member thickness placed between layers of reinforcing. 5. Whenever the temperature of the surrounding atmosphere is 40°F to 50°F, no concrete work shall be done unless approved by the 4. Curing for concrete surfaces not in contact with forms: One of the following procedures shall be applied immediately after structural engineer. completion of placement and finishing - STRUCTURAL STEEL NOTES A. Ponding or continuous sprinkling. 1. Structural steel shall meet the following requirements unless otherwise noted on the drawings - B. Application of absorptive mats or fabric kept continuously wet. Type ASTM Grade Fy(Min) (psi) Structural shapes (except angles) A992 50 50,000 C. Application of waterproof sheet materials, conforming to specifications for waterproof sheet materials for curing concrete (ASTM Steel Angles, Plates, & Rods A36 -- 36,000 C171). Structural Tubing A500 B 46,000 Anchor Bolts r-1554 36 36,000 EDGE ZONE, a = T-0" D. Application of a curing compound conforming to "specifications for liquid membrane forming compounds for curing Structural Bolts A325 -- - - concrete" (ASTM C309). The compound shall be applied in accordance with the recommendations of the manufacturer immediately after any water sheen which may develop after finishing has disappeared from the concrete surface. It shall not be 2. Structural steel connections - 1 O 4 used on any surface against which additional concrete is to be bonded unless it is proven that the curing compound will not ® prevent bond, or unless positive measures are taken to remove it completely from areas to receive bonded applications. Curing A. Connection bolts shown in drawings are 3/4" diameter A325 bearing type "N" unless noted otherwise shall be continued at least 7 days. a (TYP.) a (TYP.) B. All bolted connections requiring friction type pretensioned bolts will be indicated as (F.T.). Direct tension indicator E. Perform adequate slab moisture emission tests per ASTM F1869-04 to confirm that emission levels meet the covering (DTI) washers shall be used to insure proper tensioning. manufacturer's specification before placing the covering. These tests should not be conducted until the buildings closed in p P 9 g Horizontal Design Pressures for Parapets: and the HVAC equipment run sufficiently to create temperature/humidity environment that is representative of the typical C. All welding shall be in accordance with latest AWS code. All welds shall use E70XX electrodes. Area Interior Area Corner Area conditions the covering will experience. Case B Case A Case B 3. Steel framing connections shall be tightened and columns shall be plumbed and grouted below the baseplatein place Case A 10 sf +92.9 psf -Cas psf +92.9 psf -Cas psf 5. All vapor retarders shall be Stego Wrap 15 -Mill Class A vapor retarder or approved equal unless more stringent before decking is attached to frame. 50 sf +78.9 psf -48.4 psf +78.9 psf -53.0 psf requirements are shown in specifications. 6 mil visqueen is not approved equal. 100 sf +72.9 psf -45.6 psf +72.9 psf -48.9 psf 4. No holes shall be cut thru steel beams infield unless approved in writing. , GENERAL SOIL PREPARATION AND FOUNDATION NOTES 1. Foundations have been designed in accordance with the Geotechnical Report prepared for this project. A copy of this report is available for inspection in the specifications. 2. All excavation, fill, compaction and grading of the site shall be in accordance with the specifications and the recommendations contained in the geotechnical report(s). 3. At the locations where utility trenches cross the building line, 5" of each trench centered on the building line shall be b kfll dh d 1 b'1' I MINIMUM DESIGN THICKNESS Mils DESIGN THICKNESS IN. COLD FORMED METAL FRAMING NOTES (CI -MF) Note that Linear Interpolation is allowed between the areas listed above. See section above for Wind 1. All exterior or load bearing walls shall be constructed of steel "C" studs of the size shown in the plans and shall conform to Speed, Exposure Factor and Risk Category. These wind pressure shall be used for the design of exterior 25 AISI specifications. Minimum section properties shall meet steel stud manufacturers association's published section component and cladding materials not specifically designed and detailed by the Structural Engineer of Record. 0.0796 properties. 4. Seismic: 2. Minimum width of the studs shall be 1 5/8", and the lip of the "C" portion shall be a minimum of 1/2". • Risk Category II 33 0.0346 • Seismic Importance Factor, (IE) = 1.0 3. Stud track shall be 16 ga. minimum or as indicated in details and shall be anchored as follows: • Site Coefficient 0.0712 18 • Ss = 0.057 0.0566 To Concrete • S1 = 0.029 68 Red Head (Ramset) large diameter tapcon (LDT) anchors 3/8" dia. with 2 1/2" embedment @ 32" o.c. (or approved equal) • SDs = 0.06 14 97 • SDS = 0.047 4. Steel studs shall be installed in accordance with the manufacturer's recommendations. Horizontal bridging shall be placed • Site Class D 0.55 at 4'-0" o.e. or as per manufacturer's recommendation if less than 4'-0". • Seismic Design Category A Table 1705.6 800 = 8.00" Slab -on -Grade 4000 5. A minimum yield strength of 33KSI (33,000 psi) with the exception that 16 ga. and heavier studs shall have a minimum 5. Geotechnical Report- 0% yield strength of 50KSI (50,000 psi). A. Geotechnical Investigation Preformed By: Terracon, Inc. 23"1811 A. Verification of all dimensions, elevations, opening sizes, and mechanical equipment weights prior to starting work. B. Project Number 37095043 6. Minimum thickness values of framing specified in gage values on drawings areas follows: C Date of Report December 10 2009 1000 = 10.00" B. Provide temporary bracing and shoring as required for stability during construction. , GENERAL SOIL PREPARATION AND FOUNDATION NOTES 1. Foundations have been designed in accordance with the Geotechnical Report prepared for this project. A copy of this report is available for inspection in the specifications. 2. All excavation, fill, compaction and grading of the site shall be in accordance with the specifications and the recommendations contained in the geotechnical report(s). 3. At the locations where utility trenches cross the building line, 5" of each trench centered on the building line shall be b kfll dh d 1 b'1' I MINIMUM DESIGN THICKNESS Mils DESIGN THICKNESS IN. INSIDE CORNER RADIUS IN. GAGE NO. REFERENCE ONLY) 18 0.0188 0.0843 25 27 0.0283 0.0796 22 30 0.0312 0.0781 20 -DRYWALL 33 0.0346 0.0764 20 -STRUCTURAL 43 0.0451 0.0712 18 54 0.0566 0.0849 16 68 0.0713 0.1069 14 97 0.1017 0.1525 12 C211 i e wit a compacte , ow-permea i tty c ay. NOTE: Minimum Thickness represents 95% of the thickness and is the minimum acceptable thickness delivered to the 4. Continuous and spread footings foundations - job site based on Section A3.4 of the AISI Specification. A. Design Bearing pressure is 2,000 psf (net) for foundations bearing on suitable soils per Geotech Report. Bearing 7, Strap x -bracing shall have a minimum yield strength of 50 ksi. See detail 9/S2.0 for strap bracing connection to stud materials shall be verified by a licensed geotechnical engineer. wall and slab. B. All foundations are designed and detailed with formed sides. If the contractor elects to use earth formed sides, one B. Strap x -bracing locations shown on the plans are approximate. Adjust strap bracing locations to miss wall openings. inch shall be added to each side to provide adequate cover over the reinforcing at the contractors expense. C. Moisture Content in footing excavations shall be maintained until footing is placed. Footings shall be poured as 9• When a strap is spliced together, weld the two pieces together with 1/8" x 4" long fillet weld (N.S. & F.S.). soon as practical after excavations are completed. 10. Install strap bracing along the outside face of the studs, typical, unless noted otherwize. Typical exterior stud 5. Do not backfill foundation walls until the restraining slabs or adequate bracing are in place. All backfill shall be placed attachment to top & bottom runner tracks shall be (2) #10-16 HWH self -drilling screws minimum. and compacted in accordance with the specification. 11. Strap x -bracing shall be pulled tight, eliminating any sagging in the strap. Attach the strap to each intermediate stud 6. Exterior slabs shall slope away from the structure a minimum of 1/4" per foot unless otherwise noted. with one #8 screw. 7. Bottom of footings shall bear a minimum of 12" below adjacent finished grade. 12. Typical light gage metal framing nomenclature established by the American Iron and Steel Institute (AISI) is as follows: 60OS 162 43 CAST -IN-PLACE. CONCRETE. NOTES 1. The concrete requirements areF___J L�::i 11 - A. 28 Day concrete compressive strengths- MINIMUM DESIGN THICKNESS (MILS) - (SEE SCHEDULE ABOVE) 125 = 1.25" 150 = 1.50" 162 = 1.625" 200 = 2.00" MEMBER ITEM SECTION otherwise noted - 1. Reproduction of structural contract documents as shop drawings, erection plans, fabrication plans or details if not 1704.2.1 DEPTH Mix Location Min. Max. Max. Max. Air - Verify Design Mix purchased from HFA AE under a standard form of agreement for $1,000. Files were created in Revit 2018. FC(PSI) Slump (in) W/C Ratio Aggregate Content Contractor shall supply all items for attaching mechanical and electrical equipment to the building structure to resist all 362 =3.625" Table 1705.3 loads including seismic forces. Attachment shall be made so as not to overstress structural members. Coordinate the Slabs not exposed to weather 1 ASTM C33 attachments and locations of the equipment with the structural shop drawings. Re: to mechanical and electrical drawings Slabs -on -grade (cover from top of slab) 1 1/2 600 = 6.00" Foundations 3000 5 0.55 1" No. 57 6 t 1 % Table 1705.6 800 = 8.00" Slab -on -Grade 4000 4 0.45 3/4" No. 67 0% The contractor shall provide the following additional services - B. All reinforcing shall be continuous, Continuous bars shall lap in accordance with table"A" on sheet S0.0, unless 23"1811 A. Verification of all dimensions, elevations, opening sizes, and mechanical equipment weights prior to starting work. otherwise noted. MISCELLANEOUS B.L. A 1000 = 10.00" MEMBER SHAPE S = STUD/JOIST T = TRACK U = U -CHANNEL F = FURRING CHANNEL RETURN LIP DIMENSION MINIMUM DESIGN THICKNESS (MILS) - (SEE SCHEDULE ABOVE) 125 = 1.25" 150 = 1.50" 162 = 1.625" 200 = 2.00" *All Mixes exposed to freeze/thaw shall be air entrained, re: to specifications. TABLE "A' REINFORCEMENT TENSION LAPS, EMBEDMENT (BY TESTING AGENCY) LENGTHS AND HOOK LENGTHS fy=60000 PSI IN ADDITION TO THE REGULAR INSPECTIONS REQUIRED BY SECTION 110, THE FOLLOWING ITEMS REQUIRE SPECIAL MISCELLANEOUS NOTES B. Concrete clear cover over reinforcing shall be in accordance with the current addition of ACI 318 listed below unless ITEM SECTION otherwise noted - 1. Reproduction of structural contract documents as shop drawings, erection plans, fabrication plans or details if not 1704.2.1 Concrete Construction authorized and, if submitted, will be rejected without checking. A license to use any portion or all the CAD files for the Location Clear Cover (inches) Table 1705.3 limited purpose of assisting contractor's preparation of shop drawings for submittal under the construction contract may be Table 1705.3 - Verify Design Mix purchased from HFA AE under a standard form of agreement for $1,000. Files were created in Revit 2018. Cast against earth 3 Table 1705.3 - Concrete Placement Exposed to earth or weather #6 and larger 2 2. Contractor shall supply all items for attaching mechanical and electrical equipment to the building structure to resist all Exposed to earth or weather #5 and smaller 1 1/2 Table 1705.3 loads including seismic forces. Attachment shall be made so as not to overstress structural members. Coordinate the Slabs not exposed to weather 1 - Verify materials below are adequate to achieve design bearing capacity attachments and locations of the equipment with the structural shop drawings. Re: to mechanical and electrical drawings Slabs -on -grade (cover from top of slab) 1 1/2 Table 1705.6 for additional requirements. 2. Concrete reinforcing shall meet the following - 3. Substitution of expansion anchors for embedded anchors as shown on the drawings will not be permitted unless approved - Verify use of proper materials, densities and lift thickness during placement and compaction of controlled fill Table 1705.6 by the engineer in advance. A. Reinforcing bars shall conform to the requirements of ASTM A615 Grade 60. Reinforcing bars required to be welded B 27" shall conform to the requirements of ASTM A706 Grade 60. Welding of reinforcing other than specified is prohibited. 4. The contractor shall provide the following additional services - B. All reinforcing shall be continuous, Continuous bars shall lap in accordance with table"A" on sheet S0.0, unless 23"1811 A. Verification of all dimensions, elevations, opening sizes, and mechanical equipment weights prior to starting work. otherwise noted. MISCELLANEOUS B.L. A 28" B. Provide temporary bracing and shoring as required for stability during construction. C. Provide corner bars in outside face of all foundations and walls equal in size and spacing to main horizontal BUILDING A reinforcing. Extend inside face reinforcing of all foundations and walls to outside face and bend to a standard 90 19" C. Verification of all floor depressions and offsets with architectural drawings. degree hook. NEARSIDE 1111#4 BOTTOM OF DECK 9 11 D. Remove all abandoned foundations, utilities, pipelines, etc. that interfere with new construction. BOTT. BOTTOM E. Review and approve all shop drawings prior to submittal noting changes made which do not comply with design NUMBER BRG. drawings. O.C. 5. Plans, sections, and details are not to be scaled for determination of quantities, lengths, or fit of materials. REQUIRED SPECIAL INSPECTIONS TABLE "A' REINFORCEMENT TENSION LAPS, EMBEDMENT (BY TESTING AGENCY) LENGTHS AND HOOK LENGTHS fy=60000 PSI IN ADDITION TO THE REGULAR INSPECTIONS REQUIRED BY SECTION 110, THE FOLLOWING ITEMS REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH SECTION 1704, 1706 & 1707 OF THE 2017 FBC. fc = 4,000 PSI ITEM SECTION Inspection of Fabricators HOOK LENGTH - Verify fabrication/quality control procedures 1704.2.1 Concrete Construction HOOK LENGTH - Reinforcing Steel Installation Table 1705.3 - Cast -in Place Anchor Bolts Table 1705.3 - Verify Design Mix Table 1705.3 - Fresh Concrete Sampling Table 1705.3 - Concrete Placement Table 1705.3 - Concrete Curing Operations Table 1705.3 - Evaluation of Concrete Strength Table 1705.3 Soils #3 - Verify materials below are adequate to achieve design bearing capacity Table 1705.6 - Verify excavations are extended to proper depth and have reached proper bearing material Table 1705.6 - Perform classification and testing of controlled fill materials Table 1705.6 - Verify site preparation with soils report Table 1705.6 - Verify use of proper materials, densities and lift thickness during placement and compaction of controlled fill Table 1705.6 REQUIRED SPECIAL INSPECTION NOTES: 1. Refer to project specification for additional quality control/quality assurance requirements. 2. General Contractor shall coordinate any additional special inspection requirements with Owner and applicable building authorities. 3. Special Inspections are the responsibility of the Owner. 4. The names of persons or firms who are to perform the Special Inspections shall be forwarded to the Building Official for approval 5. The Special Inspector(s) shall complete and submit all forms required by the Authority Having Jurisdiction. SLEEVE SLAB ON GRADE C7 FOOTING 2 � w -0- LL -LL w • - - .ate` - �F,^-vi ad 3 4 z a.=,- PIPE, CONDUIT, DUCT, OR OTHER UTILITY III ,I I UTILITY TO CLEAR SLEEVE BY 9" 1/2" ALL AROUND. FILL WITH MIN. COMPRESSIBLE MATERIAL CONCRETE FILL SAME WIDTH AS FOOTING - POUR FULL WIDTH OF UTILITY TRENCH NOTES: 1. NO UTILITIES SHALL PASS THROUGH FOOTING OR UNDER COLUMN FOOTINGS. 2. PROVIDE 4" MINIMUM SPACING BETWEEN MULTIPLE PIPES. UTILITY TRENCH/UNDER FDN. 1/2" =1'-0" d• (2) #4 x 4'-0" 0YP.) EA. CORNER d d R TYP. RE-ENTRANT CORNER DETAIL 44 BAR DIA. d b aa Q " ° PROVIDE CORNER an BARS SAME SIZE & SPACING AS HORIZONTAL REINF. 18" GRADE BEAM TYP. GRADE BEAM CORNER DETAIL 3 1/8" x T/4" DEEP SAWED CONTROL JOINT. JOINTS SHALL BE SAWED WITHIN 12 HOURS OF PLACEMENT OR SO AS NOT TO TEAR CONCRETE DURING CUTTING WELL GRADED GRANULAR MATERIAL TYP. SLAB -ON -GRADE :CONTROL JOINT DETAIL 1 3/4" =1 � TYPICAL STRUCTURAL ABBREVIATIONS TABLE "A' REINFORCEMENT TENSION LAPS, EMBEDMENT AMERICAN CONCRETE LENGTHS AND HOOK LENGTHS fy=60000 PSI POUNDS fc = 3,000 PSI fc = 4,000 PSI BAR SIZE LAP CLASS SPLICE HOOK LENGTH BAR SIZE .LAP CLASS SPLICE HOOK LENGTH TOP OTHER TOP OTHER LLV LONG LEG VERTICAL A 20 16 LONGITUDINAL A 181 14 A.F.F. #3 MBM 8 1 #3 7 1 MANUFACTURER ASTM AMERICAN SOCIETY OF MECH. MECHANCIAL TESTING MATERIALS B 27" 21" BALANCE MIN. B 23"1811 BELOW FINISHED FLOOR misc. MISCELLANEOUS B.L. A 28" 22" BLDG. BUILDING A 25" 19" BEAM N.S. NEARSIDE 1111#4 BOTTOM OF DECK 9 11 NOT TO SCALE BOTT. BOTTOM No. NUMBER BRG. BEARING O.C. B 36" 28" O.D. OUTSIDE DIAMETER B 32" 25" OUTSIDE FACE CLR. CLEAR A 36" 27" CONCRETE MASONRY UNIT OPNG. A 31" 24 " PAF #5 CONC. 13" #5 1211 CONN. CONNECTION P.M.E.J. PREMOLDED EXPANSION JOINT CONST. CONSTRUCTION PCF POUNDS PER CUBIC FOOT B 46" 36" PEDESTAL CTRD. B 40" 31" D.B.A. DEFORMED BAR ANCHOR PLF A 43" 33" PROJ. PROJECTION A 37" 28" POUNDS PER SQUARE FOOT #6 DIMENSION 16 #6 1. 14 DOWN QTY. QUANTITY do DITTO R.O. ROUGH OPENING DTL. B 56" 43" DWG. DRAWING B 48" 37" DOWEL REINF. REINFORCEMENT A 62" 48" REQUIRED E.F. A 54" 42" E.J. #7 S.D.S. 18 #7 16 SCHED. SCHEDULE E.O.S. EDGE OF SLAB SECT. SECTION EL. ELEVATION B 81" 62" SJI B 70" 54" NOTES: 1. LENGTHS SHOWN CONFORM WITH NON -SEISMIC PROVISIONS OF THE CURRENT EDITION OF ACI 318 FOR SLAB -ON -GRADE UNCOATED BARS NOT ENCLOSED BY CLOSELY SPACED SPIRALS OR TIES. DEVELOPMENT OF EXISTING REINFORCEMENT NOT COVERED BY THE TABLE SHALL CONFORM WITH THE CURRENT EDITION OF ACI 318. 2. BAR CLEAR SPACING IS THE CENTER TO CENTER BAR SPACING MINUS TWO BAR DIAMETERS WHEN ALL BARS EXPANSION ARE LAPPED AT THE SAME LOCATION. THE BAR CLEAR SPACING IS TWICE THE CENTER TO CENTER BAR SPECIFICATIONS SPACING MINUS TWO BAR DIAMETERS. WHEN ALL BARS ARE EMBEDDED AT THE SAME LOCATION, THE BAR FINISH FLOOR ELEVATION CLEAR SPACING IS THE CENTER TO CENTER BAR SPACING MINUS ONE BAR DIAMETER. 3. CLASS A LAP LENGTHS APPLY WHEN BAR LAPS ARE STAGGERED TO LAP HALF THE BARS AT THE SAME FLOOR LOCATION OR WHEN BARS ARE LAPPED AT A LOCATION OF MINIMUM STRESS IN THE BARS. 4. LAP AND EMBEDMENT LENGTHS SHOWN APPLY WHEN BAR MINIMUM CONCRETE COVER OVER BARS FOUNDATION CONFORMS WITH VALUES GIVEN IN THE TABLE FOR "CONCRETE COVER'. THESE COVER VALUES CONFORM STEEL WITH THE CURRENT EDITION OF ACI 318. 5. CLASS A LAP AND EMBEDMENT LENGTH HAVE THE SAME VALUE. 6. CLASS B LAP LENGTHS APPLY WHEN ALL BARS ARE SPLICED AT A LOCATION OF MAXIMUM STRESS IN THE FAR SIDE BARS. 7. HOOK LENGTH GIVEN IS THE STRAIGHT LINE DISTANCE FROM THE LOCATION OF MAXIMUM STRESS IN THE GRADE BEAM BAR TO THE OUTSIDE END OF THE HOOK. MULTIPLY LENGTHS GIVEN BY 0.7 FOR HOOKS WITH SIDE COVER TOP OF PIER NORMAL TO THE HOOK NOT LESS THAN 21/2 INCHES AND FOR 90 DEGREE HOOKS COVER ON BAR GAUGE EXTENSION BEYOND HOOK NOT LESS THAN 2 INCHES. 8. TOP BARS ARE HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12 INCHES OF CONCRETE IS GALVANIZED CAST BELOW THE REINFORCEMENT. 9. MULTIPLY LAP AND EMBEDMENT LENGTHS BY 2.0 FOR BARS WITH CLEAR SPACING OF TWO BAR DIAMETERS HOOK OR LESS OR CONCRETE COVER OF ONE BAR DIAMETER OR LESS. 10. MINIMUM CONCRETE COVER FROM FACE OF MEMBER TO EDGE BAR SHALL NOT BE LESS THAN TWO AND ONE HORIZONTAL HALF BAR DIAMETERS. 44 BAR DIA. d b aa Q " ° PROVIDE CORNER an BARS SAME SIZE & SPACING AS HORIZONTAL REINF. 18" GRADE BEAM TYP. GRADE BEAM CORNER DETAIL 3 1/8" x T/4" DEEP SAWED CONTROL JOINT. JOINTS SHALL BE SAWED WITHIN 12 HOURS OF PLACEMENT OR SO AS NOT TO TEAR CONCRETE DURING CUTTING WELL GRADED GRANULAR MATERIAL TYP. SLAB -ON -GRADE :CONTROL JOINT DETAIL 1 3/4" =1 � TYPICAL STRUCTURAL ABBREVIATIONS ACI AMERICAN CONCRETE LBS. POUNDS BOH INSTITUTE LG. LONG AISC AMERICAN INSTITUTE OF LLH LONG LEG HORIZONTAL STEEL CONSTRUCTION A.B. ANCHOR BOLT LLV LONG LEG VERTICAL AESS ARCHITECTURALLY EXPOSED LONG. LONGITUDINAL STRUCTURAL STEEL MAX. MAXIMUM A.F.F. ABOVE FINISH FLOOR MBM METAL BUILDING ARCH. ARCHITECT MANUFACTURER ASTM AMERICAN SOCIETY OF MECH. MECHANCIAL TESTING MATERIALS MFR. MANUFACTURER BAL. BALANCE MIN. MINIMUM B.F.F. BELOW FINISHED FLOOR misc. MISCELLANEOUS B.L. BLOCK LINTEL MTL. METAL BLDG. BUILDING N.I.C. NOT IN CONTRACT BM. BEAM N.S. NEARSIDE B.O.D. BOTTOM OF DECK N.T.S. NOT TO SCALE BOTT. BOTTOM No. NUMBER BRG. BEARING O.C. ON CENTER 1 or CL CENTERLINE O.D. OUTSIDE DIAMETER C.J. CONTRACTION JOINT O.F. OUTSIDE FACE CLR. CLEAR O.H. OPPOSITE HAND CMU CONCRETE MASONRY UNIT OPNG. OPENING COL. COLUMN PAF POWDERED ACTUATED CONC. CONCRETE FASTENER CONN. CONNECTION P.M.E.J. PREMOLDED EXPANSION JOINT CONST. CONSTRUCTION PCF POUNDS PER CUBIC FOOT CONT. CONTINUOUS PED PEDESTAL CTRD. CENTERED PL PLATE D.B.A. DEFORMED BAR ANCHOR PLF POUNDS PER LINEAR FOOT DEG. or ° DEGREE PROJ. PROJECTION DIA. or 0 DIAMETER PSF POUNDS PER SQUARE FOOT DIM. DIMENSION PSI POUNDS PER SQUARE INCH DN DOWN QTY. QUANTITY do DITTO R.O. ROUGH OPENING DTL. DETAIL RE: REFER DWG. DRAWING R RADIUS DWL DOWEL REINF. REINFORCEMENT EA. EACH REQ'D REQUIRED E.F. EACH FACE RTU ROOF TOP UNIT E.J. EXPANSION JOINT S.D.S. SELF -DRILLING SCREWS E.O.D. EDGE OF DECK SCHED. SCHEDULE E.O.S. EDGE OF SLAB SECT. SECTION EL. ELEVATION SIM. SIMILAR SJI STEEL JOIST INSTITUTE EQ. EQUAL EW EACH WAY S.O.G. SLAB -ON -GRADE EXIST. EXISTING SPA. SPACING EXP. EXPANSION SPECS SPECIFICATIONS F.F.E. FINISH FLOOR ELEVATION STD. STANDARD FLR. FLOOR STIFF. STIFFENER FDN. FOUNDATION STL. STEEL FTG. FOOTING T&B TOP AND BOTTOM F.S. FAR SIDE T.O. TOP OF G.B. GRADE BEAM T.O.P. TOP OF PIER GA. GAUGE TOC TOP OF CONCRETE GALV. GALVANIZED TOF TOP OF FOOTING HK. HOOK TOW TOP OF WALL HORIZ. HORIZONTAL TRANS. TRANSVERSE H.S.A. HEADED STUD ANCHOR TYP. TYPICAL I.F. INSIDE FACE U.N.O. UNLESS NOTED OTHERWISE IBC INTERNATIONAL BUILDING CODE VERT. VERTICAL INFO. INFORMATION W/ WITH JBE JOIST BEARING ELEVATION WT. WEIGHT JST. JOIST W.P. WORK POINT JT. JOINT WWF WELDED WIRE FABRIC KSI KIPS PER SQUARE INCH w U)N w jww O� }a: oo� wo �woo� W w O W w o z v a o C a� *Z< a. w�-a cnW as ao �w''v) o gv o�n�c�ow�q=o H Q zULY-O0 .O.�ZO 1=-QOZ. �. ii. j z w O N > (1 (n�OJU� KNO a o mw=a Zowo� U)Z O ~a �� w x w6. Of U w w o 0 o v a o w ::1 Of a ti W CD U M O� 4= 62 LU iw Z_ W W z 0i O 111.11 W O N O ate. y Q O t/;74440,'1 -o TATE OF 0 *% cZ 0 R\D'?- 0N A4lm\�\O Lungshen Tsao, P.E. License #74480 Harrison French & Associates, LTD COA #26421 ISSUE BLOCK STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: BOH DRAWN BY: TS PROTO CYCLE: GENERAL NOTES & TYPICAL DETAILS SHEET: S0.0 TYP. CONNECTION TOP ANCHORS @ 32 o.c.- STUDS @ 16" o.c 2„ @ 12„ _ REF CFMF NOTE ON S0. SECTION B B 0 (OMIT @SIM.) 211 B 2f, (2) 6” x 16 GA. STUDS @ EA. END OF DIAGONAL 02/26/20 (2) 6” x 16 GA. STUDS EXISTING MTL. STUD EXIST. BRICK VENEER TO BE BOH T.O. PARAPET T.O. PARAPET 6"x 16 GA. BRACING- ATTACH TO 3„ (TYP.)- ( ) WALL EL. WALL TO REMAIN REMOVED- SEE ARCH. GC SHALL LOCATE ALL UTILITIES BEFORE RUNNER TRACK STRAP BRACE I I I „ ANGLE W/ (4) #8 SCREWS 4 x 12 GA. 4" x 12 GA. L6 x 4 x 3/8 x 1'-4" LG. (LLH)- OMIT AT SIM. ( ) DWGS. FOR EXACT 6" x 16 GA. STRAP BRACE STRAP BRACE 1/8 6" MIN. RUNNER TRACK I I I A L6 x 4 x 3/8 x 1'-4" LG. (LLH)- ATTACH TO SLAB W/ (3) 3/4"0 x 10" LG. (T 1/4" EMBED I I I 3/4"0 x 10 LG. (71/4 EMBED 1" EXP. JT. MIN.) SIMPSON STRONG -TIE I TITEN HD SCREW ANCHORS EXISTING SLAB 6007125.54 CONT. '1 ` RUNNER TRACK (2) 6„ x 16 GA. STUDS @ EA. 1/8 1/8 6” MIN. END OF DIAGONAL BRACING - ATTACH TO ANGLE W/ 4" x 12 GA. (4) #8 SCREWS STRAP BRACE 2" @ 12" 60OS162-54 METAL TYP. CONNECTION TOP ANCHORS @ 32 o.c.- STUDS @ 16" o.c 2„ @ 12„ _ REF CFMF NOTE ON S0. SECTION B B 0 (OMIT @SIM.) 211 61161F 2f, (2) 6” x 16 GA. STUDS @ EA. END OF DIAGONAL 02/26/20 (2) 6” x 16 GA. STUDS EXISTING MTL. STUD EXIST. BRICK VENEER TO BE BOH UTILITIES SHOWN ARE APPROXIMATE. THE TS 4" x 12 GA. BRACING- ATTACH TO 3„ (TYP.)- ( ) WALL TO REMAIN REMOVED- SEE ARCH. GC SHALL LOCATE ALL UTILITIES BEFORE STRAP BRACE I I I „ ANGLE W/ (4) #8 SCREWS 4 x 12 GA. I L6 x 4 x 3/8 x 1'-4" LG. (LLH)- OMIT AT SIM. ( ) DWGS. FOR EXACT DEMOLITION OR NEW CONSTRUCTION. NO STRAP BRACE ATTACH TO SLAB W/ (3) I 1 LOCATION TO BE REMOVED INTERRUPTION OF THE EXISTING UTILITIES I I I A L6 x 4 x 3/8 x 1'-4" LG. (LLH)- ATTACH TO SLAB W/ (3) 3/4"0 x 10" LG. (T 1/4" EMBED I I I 3/4"0 x 10 LG. (71/4 EMBED 1" EXP. JT. MIN.) SIMPSON STRONG -TIE I TITEN HD SCREW ANCHORS EXISTING SLAB 6007125.54 CONT. '1 ` RUNNER TRACK SHALL BE ALLOWED WITHOUT THE PRIOR PERMISSION OF THE STORE MANAGER NOTE: CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND DIMENSIONS PRIOR TO SETTING CONCRETE REINFORCEMENT &FORM WORK. MIN.) SIMPSON STRONG -TIE I I & BP 3/4 PC WASHERS (OMIT '@ SIM.) 16 GA. RUNNER I ( TITEN HD SCREW ANCHORS T.O. EXIST. SLAB EL.- T.O. SLAB EL. 16'-6" TRACK & BP 3/4 PC WASHERS 1/8 6 MIN. T.O. SLAB EL. (±100'-0") /' = SEE PLAN 5 SEE PLAN = i 2,_6,� c� a ° a ° (MATCH S1.0 NUT & WASHER (TYP.) a - ' . (3) #4 x l'-6" LG. DOWEL +� / ° - _I1 EXIST.) „ _ 6 x 16 GA. RUNNER DRILL &EPDXY GROUT 6 t 5 1 2'-0" O.F. SLAB T.O. SLAB EL a TRACK INTO EXISTING FOUNDATION / ° e #3 DOWELS o +� O.F. SEE PLAN ° a „ (@ DOOR LOCATION ONLY) N @ 24 o.C. �., SLAB ., SLAB -ON -GRADE 3 4 °. SEE PARTIAL ROOF FRAMING EXISTING T.O.G. O.F. a SLAB -ON -GRADE PLAN ON DWG S2.O FOR FOUNDATION •, - S1.0 S1.0 SLAB ° NOTE: FDN. DTLS. FOR / / d : ' ` _ - :7 EL. 98'-8" A LOCATIONS OF WALL INFORMATION NOT SHOWN. (FIELD VERIFY) V STRAP 70 STRAP BRACING. I L ANGLE/1/8 6" MIN. DRILL & EPDXY MATCH BOTT. OF EXIST. FDN. i GROUT 6 INTO - co I ": °. ... , _- — — CONNECTION Cad BOTTOM SECTION A -A EXISTING FDN. 3"CLR. #3 STIRRUPS iv I°_-_ ;;_ ' n (2) #5 TOP & TYP. .TRAP X -BRACE AT EXTERIOR BOTTOM -1 , ;°I Q ° - I; , T.O.G. S \ I ° I EL. 98'-8" T.O.G. 1 T.O. SLAB EL. WALL CONNECTION DETAIL SECTION EL. 98'-8" ±100'-0" ` : ° d 8 %. \ ° .I, d MATCH EXIST.) °' - d' ' a'I ° ' I 3 7 3/4" =1'-0" 6 3/4" .1'-0" I I• ( Y s CJ .. b " a : �'.}• I V-O - �o N ' , 51.0 ° �a, `4 i d' CONTRACTOR TO SAWCUT & \ < I ° ° : a 3625162-43 METAL STUDS 2'-6" x 2'-6" ( d.. ; • I AT NEW/EXISTING FOOTING @ 4'-0" o.c. VERTICALLY- REMOVE EXIST. SLAB BUMPOUT ( I h n °°" I LOCATIONS, DRILL & EPDXY ATTACH TO EA. STUD W/ AS REQ'D. TO INSTALL NEW SLAB I :.� : ° ; ; I I TOP & BOTTOM (DO NOT. DAMAGE EXIST. I °f < -" .° .. : -° I a (2) #10 SCREWS 600S162-54 METAL STUDS . _ I ; _. • -., ° " � -4, . I LONGITUDINAL GRADE @ 12" o.c. (TYP.) COLUMN FOOTING). I J. <° ° p"`I BEAM REINFORCEMENT 6" VENEER l ,. °°; a ° °�' � I INTO EXISTING FOOTING ANCHORS @ EACH I d a` ' °, 1 WITH HILTI HY-200 PER ARCH. CORNER OF PILASTER - X x X' X REF CFMF NOTE ONS0.0 1/2"O x V-6" LG. SMOOTH _ I ADHESIVE. INSTAL ° ° ° d ° °° I MFR. SPECS. (TYP) PE R 1/2" EXP. JT. 60OT125-54 CONT. DOWELS @ 18" o.c. GREASE ONE `-�' i �. ° 1/2" -EXP. JT. END- (TYP. 3 MIN. @DOORS) M ' .. . , RUNNER TRACK (TYP.) \ EXTERIOR EXTERIOR 2'-0" - I I I 2 #4 TOP & BOTT. EA. WAY SIDEWALK- o ; SIDEWALK- O SEE ARCH. #3 DOWELS @ 24" o.c. _, L I �'6___� �_ _.. _v ..__ _..r _. w.. _� O.F. .SEE ARCH. c� � .a _: r:; f __. _: T.O. SLAB EL.- T.O. SLAB EL.-SLAB/EXIST. N ° = SEE PLAN :°° O.F. SLAB 6BLDG. N a I EXIST. S1.0` ° ° ° • -:, S COLUMN TO O.F. SLAB d - REMAIN P d 'O °,� (4) #5 DOWELS ' (TYP) TYP. _ • ° EXISTING FTG TO I T. i I T.O.G. EL.- ;° @PILASTER T.O.G. EL.- a ° ; 11 —I BLDG. NOTE: I _ ° - REMAIN (NP) ! EXISTING SLAB TO SEE PLAN ° SEE PLAN C> U `, VAPOR BARRIER REMAIN, FIELD VERIFY. .� °, ;4 - d ° a (4) #5 EACH WAY = O.F. SLAB/EXIST. v ° ° , ; r, ° WELL GRADED i TOP & BOTTOM BLDG. T.O. EXIST. SLAB EL. M ° a 4 a GRANULAR MATERIAL V-31± 1-9 I 14-9 „ ° °— ±100 -0 (FIELD VERIFY). 43"CLR. 3"CLR. 3CLR. (2) #5 CONTvTOP &BOTTOM i co 3,-4„ x 31-411 1'-6" #3 STIRRUPS @18 PARTIAL FOUNDATION PLAN ROOM ADDITION) SECTION SECTION LAUNDRY 00 5 3/4" 1'-0" \,7J 3/4" =1'-0" 1/4 =1 0 6005162-54 METAL VENEER STUDS @ 16" o.c ..LEGEND: PLAN NOTES: SEE ARCH. ANCHORS @ 32" o.c.- #3 REINFORCING AT 12" o.c O.F. DENOTES OUTSIDE FACE 1. 4" SLAB -ON -GRADE CONSTRUCTION: 4" CONCRETE SLAB REINFORCED W/ REF CFMF NOTE ON S0.0 1/2" EXP. JT. I I PIPE, CONDUIT, DUCT, T.O.G. DENOTES TOP OF GRADE BEAM ELEVATION #3 @ 18" EA. WAY AT MID -DEPTH ON STEGO 15 MIL CLASS A VAPOR 60OT125-54 CONT. OR OTHER UTILITY BARRIER OVER 4" LAYER OF WELL GRADED GRANULAR` MATERIAL. EXTERIOR I I RUNNER TRACK 2'-0" 6 DENOTES LIMITS OF 4" SLAB -ON -GRADE 2. SEE DWG. S0.0 FOR GENERAL NOTES & TYPICAL DETAILS. SIDEWALK- -1 SLAB ON GRADE MIN _ N z (SEE PLAN NOTE #1) 3. SEE ARCH./PLUMBING DWGS. FOR EXACT LOCATIONS OF ALL FLOOR #3 DOWELS@ 24 ox. SEE ARCH. N U DRAINS & SLOPED SLABS. T.O. SLAB EL.- ,'° ° °, DENOTES (2) 600S162-54 MTL. STUDS W/ 4. ALL ELEVATIONS BASED ON FINISH FLOOR EL. 100'-0". FIELD VERIFY 1 SEE PLAN ° ° °- ; G. j L6 x 4 x 3/8 x 1-4 LG. & (3) 3/4 0 x 10 TITEN HD ACTUAL FINISH FLOOR ELEVATION. S1.0 iv ' ° 4° ^ SCREWANCHORS (REF. 7/S1.0) ALL S 98'-8 " (U a°d ° , 5 L TOP OF GRADE BEAM ELEVATION IN O.). r ° -d ' — — DENOTES EXTERIOR/INTERIOR 6. "CJ" DENOTES CONTROL JOINT ( REF. 1 / S0.0 )• =III=� LOAD-BEARING METAL STUD WALL 7. SEE ARCH./CIVIL DWGS. FOR DIMENSIONS NOT SHOWN. ° 1I- 8. COORDINATE DOOR LOCATIONS WITH ARCH. DWGS.. _ 11 ± DENOTES DIMENSION TO BE FIELD VERIFIED ' 9. COORDINATE LOCATIONS OF PLUMBING LINES W/ PLUMBER PRIOR TO T.O.G. EL.- ° : —� I i I I=III= NEW LAUNDRY POURING FOOTINGS & SLAB -ON -GRADE. SEE PLAN' a: a ROOM ADDITION VAPOR BARRIER FIRM UNDISTURBED SOIL o U 6 OR COMPACTED BASE WELL GRADED �•, .• ., •..- ° SLEEVE AT FOUNDATION. GRANULAR MATERIAL MIN UTILITY TO CLEAR SLEEVE BY 2 #5 CONT. 1/2" ALL AROUND. FILL WITH 3" CLR. TOP &BOTT. COMPRESSIBLE MATERIAL EXIST. BLDG .NOTES: V-6" #3 STIRRUPS 1. PROVIDE 4" MINIMUM SPACING BETWEEN MULTIPLE PIPES OR CONDUIT. @ 18" O.C. 2. THIS DETAIL APPLIES ONLY IF SPECIFICALLY APPROVED BY ARCHITECT IN WRITING FOR SECTION SLEEVEO UTILITY BELOW SLAB O 3 3/4" =1W-0.. _ 2 1/2" =1'-0" KEY PLAN HARRISON FRENCH W vw) o L J 2 K L W Z W Z Q OW W N Z 4. O W O aOzoQ�cno�.oa�om aw,,Z< s E o a w w =0- r O 3 O O G Z w W 0 2 p r � � w z Q z� X w 3 Q w a zo a J Z-�N�'-K ZF Q�.¢.O 3wo� No0 O.Z H o¢Ha'�i=w&n=J Zo a5xwxwuwwDiE - o u o 0 a o w x zQ� a: a ti co d' r - W m U M T7 M U_ LLL o 0 W m U Z Lu W Il z Ya0 UJ p v o� p W NW a 40 Q O O � o 74480 -o STATE O .' 0 Lungshen Tsao, P.E. License #74480 Harrison French & Associates, LTD COA #26421 ISSUE BLOCK STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: BOH DRAWN BY: TS PROTO CYCLE: PARTIAL FOUNDATION PLAN & FOUNDATION DETAILS SHEET: S1.0 1 1 1 EXIST. METAL STUD - GRID SEE ARCH. METAL STUD - SEE ARCH. 60OT125-54 CONT. T.O.PARAPET- SEE ARCH. 600T125-54 CONT. T.O.PARAPET- RUNNER TRACK CONT. 3 x 3 x 14GA. BENT PLATE. SEE ARCH. RUNNER -TRACK x x NOTE x x' X x. CONTRACTOR SHALL FIELD VERIFY x: ° x. CONT. 3 x 3 x 14GA. 362S162-43 METAL STUD x x° x x EXISTING CONDITIONS. ANY #10 TEK SCREW BENT PLATE CLIP @ EA. STUD- EA. RAFTER ATTACH TO EA. STUD W/ I CONT. 3 x 3 x 14GA. DISCREPANCIES SHALL BE @ 362S162-43 METAL STUD #10 TEK SCREW BROUGHT TO THE ATTENTION OF ! CLIP @ EA. STUD- EA. STUD & RAFTER (3) #10 SCREWS I BENT PLATE THE ARCH./ENGINEER IMMEDIATELY. 1000T125-54 CONT. SIMPSON STRONG -TIE ATTACH TO EA. STUD W/ I @ RUNNER TRACK H2.5 SEISMIC/HURRICANE TIE 3 #10 SCREWS I ROOF SHEATHING- I #10 TEK SCREW @ EA. RAFTER O I SEE PLAN NOTES @ EA. STUD &RAFTER 16'-6" �I I EXISTING METAL _ I SIMPSON STRONG -TIE TB27 - ROOF DECK _ROOF SHEATHING I ROOF SHEATHING SEE PLAN NOTES I BRIDGING @ 5 0 o.c. MAX. I SEE PLAN NOTES 1 7 1000S162 54 METAL STUD RAFTERS@ 16 o.c. 1'-7" T.O. MTL. STUD EL.- T.O. MTL. STUDEL. VARIES- T.O. MTL. STUD EL. - 11_ - - - ` — — — — SEE PLAN + + _ -- - -- - -- t SEE PLAN SEE PLAN -- - - - + +I O.F. i/ / + 5 \ MTL. i O.F. MTL. f RBE- 60OS162-54 BLOCKING ( / RBE VARIES (8) #10 TEK SCREWS + + I RBE- STUD 10'-8" S2.0 STUD — — - SEE PLAN BETWEEN EACH STUD I I �J SEE PLAN @ EA. STUD (TYP.) I - SEE PLAN \ STRAP -X ROOF RAFTER O ROOF RAFTER -SEE PLAN I I SEE PLAN \ — - - - - - - - H1 ROOF RAFTER I \\ \ \\ \ \\ _= -- - :-- ATTACH 2 #10 TEK SCREWS EA. ( I SEE PLAN (2) #10 TEK SCREWS STAGGER � \ O @ @ EA. STUD (TYP.) .. , EXISTING BEAM STUD TO RUNNER TRACK (TYP.) (3) #10 TEK SCREWS ROOF i \ .. ... i T.O� RAFTER EL- ........... I I I I 600S162-54 CONT. SHEATHING i :.i 114-8 3/4 JOIST 60OS162-54 METAL STUDS @ 16 o.c. @ EA. STUD (TYP.) METAL STUD EXISTING I I VENEER I I (TYP.) .. I (RBE 11T-1 0 3/4 ) VENEER 1000S162-54 CONT. SEE ARCH. _ X i i 60OT125-54 CONT. EXIST. BRICK VENEER FINISH TO BE 600S162-54 METAL - a :... :... SEE ARCH. I I METAL STUD I STUDS 16" o.c. ..... ..... d. RUNNER TRACK I I I REMOVED- SEE ARCH. DWGS. FOR @ \ .. a —... EXACT LOCATION TO BE REMOVED I I I i 60OS162-54 METAL i EXIST. MTL \\ : Fcn- STRONG- TIE 0? SIMPSON STUD TO REMAIN STUD BRIDGING I STUD BRIDGINGSTUD BRIDGING REF. 2/S2.0 2/S2.0REF. 2/S2.0 II S2.0 TB27 BRIDGING i .. .. i @ 5'-0" o.c. MAX. i — — — — .. . .. PLYWOOD i . .....'..'... i SECTIONrr..SECTION SECTION 52.0 SHEATHING- r07 5 3/4" =1'-0" HEADER DOCUMENT DATE: 3/4" =1'-0" 1/47= 11.011 3/4" =1'-0" 1. SEE NOTE #1 I i \ '.'...' ... :......:. BRICK ANGLE ...:.:.... �....... ....'..'...... (3) 60OS162-54 STUDS W/ 600T125-54 TRACK (6) #10 SCREWS @6" o.c. ...'.:':..:......... DENOTES DIRECTION OF ROOF SLOPE WALL . " T.O. RAFTER TYPE II H2 6" METAL STUD (3) 600S162-54 STUDS W/ 60OT125-54 TRACK (6) #10 SCREWS @ 6" o.c. --------- SEE NOTES #1, 2 & DTL. 2/S2.0 & 3/S2.0 i (TOP & BOTTOM) ............ I TYPE STRAP -X ..:...'....... ACTUAL FINISH FLOOR ELEVATION. .. LOAD-BEARING METAL STUD WALL 3. SEE DWG. S0.0 FOR GENERAL NOTES. i EL- 115'-0 1/2" (RBE 114'-21/2") 4. SEE FOUNDATION PLAN &ARCHITECTURAL DWGS. FOR DIMENSIONS DENOTES HEADER E. EXIST. O.F. MTL_ NOTE: TRIM 3 5/8" STUD 2 FULL HEIGHT KING O STUDS COLUMN TO REMAIN 7 EXIST. HEADER T O STUD/ EXIST. BLDG. PROVIDE WEB STIFFENERS FLANGE TO EXTEND O.F. MTL (NP) REMAIN AT BEARING POINTS TO OUTSIDE FACE STUD S2.0 O.F. MTL 61# OF FULL HEIGHT METAL STUDS @ 16" o.c. pSTUD RUNNER TRACK (TOP & VENEER- STUD. ATTACH W/3 TEK SCREWS (TYP. METAL STUDS @ 16" o.c. O.F. MTL STUD/EXIST. BOTT.)-SEE HEADER SCHEDULE SEE ARCH. INSIDE & OUTSIDE FACES) BLDG. EXIST. � BLDG. u d I I METAL STUDS @ 16" o.c. , I' w METAL STUDS- , I, t 1'-9" 14'-9" U SEE HEADER SCHEDULEI I t RUNNER TRACK (TOP & w FOR`SIZE & QUANTITY BOTTOM) REF. SCHED. Y- HORIZ. STUD BRIDGING 1 1/2" C.R. CHANNEL @ 4'-0" O.C. VERT. VENEER ANGLE- pe SCREWS- SEE HEADER SCHED. y2" @ 12" CLIP ANGLE - SEE HEADER SCHEDULE 2" @ 12"1 1/2" x 1 1/2" x 18 GA x 5 1/2" LONG ....TYPE I TYPE II W/ (4 #10-16 SCREWS AS SHOWN ) JACK STUD ,, HEADER DETAILS 3 STUD HEADER�S�TUD 2 BRIDG�NG�DETALL 1 PARTIAL ROOF FRAMING PL(LAUNDRY AN, ROOM ADDITION 3/4" = 1'-0" HEADER SCHEDULE HEADER DOCUMENT DATE: TYPE & SIZE 1/47= 11.011 DENOTES OUTSIDE FACE 1. MARK WALL LOCATION LEGEND• PLAN NOTES• HEADER SCHEDULE HEADER DOCUMENT DATE: TYPE & SIZE O.F. DENOTES OUTSIDE FACE 1. MARK WALL LOCATION THICKNESS X HEIGHT ATTACHMENT BRICK ANGLE REMARKS H1 6" METAL STUD (3) 60OS162-54 STUDS W/ 600T125-54 TRACK (6) #10 SCREWS @6" o.c. L5 x 5 x 3/8 SEE NOTES#1, 2, 3 & DTL. 2/S2.0 & 3/S2.0 DENOTES DIRECTION OF ROOF SLOPE WALL (TOP & BOTTOM) " TYPE II H2 6" METAL STUD (3) 600S162-54 STUDS W/ 60OT125-54 TRACK (6) #10 SCREWS @ 6" o.c. --------- SEE NOTES #1, 2 & DTL. 2/S2.0 & 3/S2.0 WALL (TOP & BOTTOM) NEW LAUNDRY I TYPE H1 (SEE HEADER `SCHEDULE THIS SHEET) NOT SHOWN. HEADER SCHEDULE NOTES. EXIST. BLDG 1. SEE ARCH. DWGS. FOR EXACT LOCATION OF ALL LINTELS. * DENOTES DIMENSIONS TO BE 2. PROVIDE A MIN. OF (2) KING STUDS & (1) JACK STUD @ JAMBS FOR ALL METAL STUD BOX HEADERS. FIELD VERIFIED RBE DENOTES RAFTER BEARING ELEVATION STRAP X DENOTES STRAP X BRACE ( REF. 7/S1.0) KEY PLAN M ' W e � �1_ & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com Ww w�-. N Ui O7F�w�.O� 'a.wZ?QOQp O0w�aXWNow�w WUO_z'pU d O waow 0Q0 W ? Z a a> a z w N= a r N .'- ON w< - (ODOZ Q U 2 Q 1"� w 3 a w U ZO Z a �.ZO S Q a p w 0 p U Z of[L0.�ZJ ~N_.ww �.p O�>. N J 1— p .wwwm-� $%z0v'g � = Z.O ¢ 5 it 4 z w U w w 7 S X 0 0 0 �aowx -xxaf K Lf) co Uj LL U M os LLL - O 0 W m U Z � 0 W W z Y� o G7 � 0 LU C:) 04 LL- o. Q 0 7448 -o TATE OF RI � ///1/1/ jos/ON Al. Lungshen Tsao, P.E. License #74480 Harrison French & Associates, LTD COA#26421 STORE NO. 467 DOCUMENT DATE: 02/26/20 O.F. DENOTES OUTSIDE FACE 1. 1 ROOF SHEATHING: 5/8"APA RATED PLYWOOD SHEATHING (32/16) S2.0 PROTO CYCLE: DENOTES LIMITS OF 5/8" PLYWOOD ROOF _ WITH EXPOSURE 1 CLASSIFICATION. SHEATHING SHALL BE PLACE IN FULL 4'x 8'PANELS AS MUCH AS POSSIBLE WITH LONG DIMENSION SHEATHING (SEE PLAN NOTE#1) (FACE GRAIN) ORIENTED TO SPAN ACROSS RAFTERS. ATTACH SLOPE DENOTES DIRECTION OF ROOF SLOPE SHEATHING TO RAFTERS WITH #8 TEK SCREWS @ 6" o.c. AT PANEL " (COORD. W/ ARCH.) EDGES & 12" o.c. IN THE FIELD (UNBLOCKED): 2. ALL ELEVATIONS BASED ON FINISH FLOOR EL. 100'-0". FIELD VERIFY NEW LAUNDRY DENOTES EXTERIORANTERIOR ACTUAL FINISH FLOOR ELEVATION. ROOM ADDITION LOAD-BEARING METAL STUD WALL 3. SEE DWG. S0.0 FOR GENERAL NOTES. 4. SEE FOUNDATION PLAN &ARCHITECTURAL DWGS. FOR DIMENSIONS DENOTES HEADER H1 (SEE HEADER `SCHEDULE THIS SHEET) NOT SHOWN. HEADER SCHEDULE NOTES. EXIST. BLDG 1. SEE ARCH. DWGS. FOR EXACT LOCATION OF ALL LINTELS. * DENOTES DIMENSIONS TO BE 2. PROVIDE A MIN. OF (2) KING STUDS & (1) JACK STUD @ JAMBS FOR ALL METAL STUD BOX HEADERS. FIELD VERIFIED RBE DENOTES RAFTER BEARING ELEVATION STRAP X DENOTES STRAP X BRACE ( REF. 7/S1.0) KEY PLAN M ' W e � �1_ & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com Ww w�-. N Ui O7F�w�.O� 'a.wZ?QOQp O0w�aXWNow�w WUO_z'pU d O waow 0Q0 W ? Z a a> a z w N= a r N .'- ON w< - (ODOZ Q U 2 Q 1"� w 3 a w U ZO Z a �.ZO S Q a p w 0 p U Z of[L0.�ZJ ~N_.ww �.p O�>. N J 1— p .wwwm-� $%z0v'g � = Z.O ¢ 5 it 4 z w U w w 7 S X 0 0 0 �aowx -xxaf K Lf) co Uj LL U M os LLL - O 0 W m U Z � 0 W W z Y� o G7 � 0 LU C:) 04 LL- o. Q 0 7448 -o TATE OF RI � ///1/1/ jos/ON Al. Lungshen Tsao, P.E. License #74480 Harrison French & Associates, LTD COA#26421 STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: BOH DRAWN BY: TS PROTO CYCLE: PARTIAL ROOF FRAMING PLAN & ROOF FRAMING DETAILS SHEET* S2.0 1 1 1 U W a LU U 0 0 z 0 CL U cav U J f=6 LL � L N ^o a� u- ca 1 >= J CDo� o a,N O N L5? - M N O LL DIVISION 15 15A: GENERAL 15A 1-1 GENERAL REQUIREMENTS REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER THIS SECTION INCLUDES MATERIAL, EQUIPMENT, APPLIANCES, TRANSPORTATION, SERVICES, AND LABOR REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS. THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT ARE COMPLEMENTARY, AND PORTIONS OF THE WORK DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN BOTH. IN THE EVENT OF DISCREPANCIES, NOTIFY THE ENGINEER AND/OR OWNER AND REQUEST CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK INVOLVED. 15A 1-2 INSPECTION OF SITE PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED FOR THE ACCOMPLISHMENT OF THE WORK HEREIN DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND FURNISH CERTIFICATES OF INSPECTION TO OWNER. CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS OF THE LAW. 15A 1-6 PROTECTION OF EQUIPMENT AND MATERIALS STORE AND PROTECT FROM DAMAGE EQUIPMENT AND MATERIALS DELIVERED TO JOB SITE. COVER WITH WATERPROOF, TEAR -RESISTANT, HEAVY TARP OR POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM PLASTER, DIRT, PAINT, WATER, OR PHYSICAL DAMAGE. EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY CONSTRUCTION ACTIVITIES WILL BE REJECTED, AND CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT AND MATERIAL OF A LIKE KIND. KEEP PREMISES ROOM CLEAN FROM FOREIGN MATERIAL CREATED DURING WORK PERFORMED UNDER THIS CONTRACT. PIPING, EQUIPMENT, ETC., SHALL HAVE A NEAT AND CLEAN APPEARANCE AT THE TERMINATION OF THE WORK. 15A 1-13 PENETRATIONS SEAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATER AND WEATHER TIGHT WITH APPROPRIATE NON -SHRINK, NON -HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON -FIRE -RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PENETRATIONS OF FIRE -RATED ASSEMBLIES WITH 3M # CP -25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE/LINK SEAL, CALPICO, INC AND METRAFLEX. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER -TIGHT WITH SILICONE CAULK. i13l:I:f-"%1111,Lexy1=11!1111WiILoP►W114,197113diPI0711LrI,1N,II�L�� 15B 1-1 DUCTWORK ALL DUCTWORK SHALL BE CONSTRUCTED AND HUNG IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS CORRESPONDING TO THE SYSTEM PRESSURE. DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS FOR A TWO-INCH PRESSURE RATING AND SEAL CLASS B. SUPPLY AND RETURN DUCTWORK INSIDE THE BUILDING SHALL BE INSULATED WITH 1" THICK ACOUSTICAL LINING WITH A MINIMUM R -VALUE OF 4.5 OR EXTERNALLY WRAPPED WITH 2" THICK GLASS FIBER DUCT WRAP. INSULATE SUPPLY AND RETURN DUCTWORK LOCATED OUTSIDE THE BUILDING WITH 2" LINER AND SEAL SEAMS WEATHER TIGHT. DEDICATED OUTSIDE AIR SUPPLY DUCTWORK LOCATED WITHIN THE BUILDING SHALL BE INSULATED WITH 2" DUCT WRAP. FLEXIBLE DUCTWORK MAINS ARE NOT PERMITTED. PROVIDE MAXIMUM V-0" FLEXIBLE DUCT CONNECTIONS TO CEILING DIFFUSERS. FURNISH AND INSTALL VOLUME/BALANCE DAMPERS AT ALL BRANCH DUCTS TO DIFFUSER. LOCATE DAMPERS A MINIMUM OF 4'-0"AWAY FROM DIFUSERS. INSTALL VTR'S, EXHAUST FANS, AND FLUES A MINIMUM OF V-0" FROM PARAPET OR OUTSIDE WALL AND 10'-0" MINIMUM FROM EQUIPMENT WITH OUTSIDE AIR INTAKE. 15B 1-2 ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE FURNISHED BY ELECTRICAL CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE BY THE DIVISION 15 CONTRACTOR. PROVIDE WIRING DIAGRAMS TO THE ELECTRICAL CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE ELECTRICAL CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. ALL TEMPERATURE SENSORS, FAN SWITCHES, AND SPEED CONTROLS SHALL BE INSTALLED 43" ABOVE THE FLOOR FOR ADA REQUIREMENTS. 15B 1-3 FINAL TESTING AND ADJUSTMENTS AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AIR BALANCE CONTRACTOR. BALANCE EACH SUPPLY, RETURN, OUTSIDE AIR DEVICE WITHIN 5% OF REQUIREMENTS AND FURNISH A REPORT TO THE CONSTRUCTION MANAGER. THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, BALANCED, AND APPROVED BY OWNER'S REPRESENTATIVE ON THE DAY TENANT OPENS FOR BUSINESS. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST BURNERS, PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND. THAT SYSTEM IS OPERATING SATISFACTORILY. CALIBRATE, SET AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 15C: REFRIGERATION INSTALLATION REQUIREMENTS 15C 1-1 REFRIGERANT PIPING ALL SUCTION LINE PIPING SHALL BE SEALED REFRIGERANT GRADE, TYPE L, HARD DRAWN. THE LIQUID LINE PIPING SHALL BE SEALED REFRIGERANT GRADE, TYPE C, HARD DRAWN ON ALL MAIN RUNS. THE SHORT SECTION OF TUBING BETWEEN THE MAIN LIQUID LINE AND EXPANSION VALVE SHALL BE SOFT DRAWN REFRIGERANT TUBING. ALL HORIZONTAL TUBING RUNS SHALL BE SLOPED TOWARD THE COMPRESSOR, AND/OR "P" TRAP 1 INCH PER 20 FEET. ALL VERTICALLY RUN SUCTION LINES SHALL BE P -TRAPPED AT THE BASE OF EACH SUCTION RISER OF 4 FEET OR MORE TO ENHANCE OIL RETURN TO THE COMPRESSOR, AND SHALL BE P -TRAPPED FOR EACH 20 FEET SECTION OF RISER. ONLY SILVER BASE SOLDER (15% SILVER) SHALL BE USED FOR THIS INSTALLATION. REFRIGERANT PIPING SHALL BE STRAPPED TO ASSURE PIPING SUPPORT. THIS STRAPPING SHALL BE COPPER. IF NON -COPPER STRAPPING IS USED, IT SHALL BE LINED WITH AN INSULATING MATERIAL TO PREVENT BI -METALLIC ELECTROLYSIS. REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR RECOMMENDED PIPE SUPPORT SPACING. 15C 1-2 REFRIGERANT LEAK TESTING AFTER ALL REFRIGERANT TUBING IS CONNECTED, THE ENTIRE SYSTEM, INCLUDING THE CONDENSING UNIT, SHALL BE PRESSURIZED TO 150 PSIG WITH A MIXTURE OF APPROPRIATE REFRIGERANT AND DRY NITROGEN. ALL CONNECTIONS, BOTH FLARED AND SOLDERED, SHALL BE THOROUGHLY CHECKED WITH AN ELECTRONIC OR HALIDE LEAK DETECTOR. ALL LEAKING SOLDER CONNECTIONS SHALL BE DISASSEMBLED, CLEANED AND RE -SOLDERED. 15C 1-3 EVACUATION THE COMPLETE SYSTEM SHALL BE EVACUATED WITH A VACUUM PUMP. THE REFRIGERATION COMPRESSOR SHALL NOT BE USED TO EVACUATE THE SYSTEM. THE COMPLETE SYSTEM, TO INCLUDE THE CONDENSING UNIT, SHALL BE EVACUATED A MINIMUM OF THREE TIMES. THE VACUUM SHALL BE BROKEN THE FIRST AND SECOND TIME AT 500 MICRONS USING APPROPRIATE REFRIGERANT. THE THIRD VACUUM SHALL BE BROKEN BY THE CHARGING REFRIGERANT. iF7�ii�l��Ifi��Ll�Ill1�1�1►6��JIi7Cr1�'. THE MAIN SUCTION LINE TO INCLUDE THE "P" TRAP, THE VERTICAL SUCTION RISER, ALL ABOVE ROOF SUCTION PIPING SHALL BE INSULATED WITH 1/2" WALL ARMAFLEX OR ITS EQUIVALENT. ALL JOINTS SHALL BE PROPERLY SEALED WITH APPROVAL BY INSULATION MANUFACTURER'S ADHESIVE OR SEALANT. iblosimbielI,Ir74ki6�1tI:11131:I1O""k CONDENSATE DRAIN LINE MATERIAL SHALL BE 1" O.D. HARD DRAWN COPPER TUBING. MECHANICAL CONTRACTOR SHALL INSTALL HEAT TRACE IN LOW TEMP SECTION. THE LINES SHALL BE CAPABLE OF BEING OPENED AS CLOSE TO THE EVAPORATOR DRAIN AS POSSIBLE TO ALLOW EFFECTIVE CLEANING. THE DRAIN LINE SHALL BE TRAPPED ON A VERTICAL SLOPE PRIOR TO REACHING THE RECEIVING FLOOR DRAIN OR PIT (WHICHEVER IS ALLOWABLE UNDER LOCAL CODES). THE DRAIN LINE SHALL HAVE A DEFINITE SLOPE AWAY FROM THE EVAPORATOR OR DRAIN PIT (WHICHEVER IS ALLOWABLE UNDER LOCAL CODES). THE DRAINS FROM THE EVAPORATORS SHALL BE JOINED TO MAIN DRAIN LINE WHICH SHALL RUN TO A DRAIN LOCATION SHOWN ON THE MECHANICAL PLAN AND SHALL BE FIRMLY SUPPORTED WITH STRAPS AT LEAST EVERY SIX FEET ALONG THE DRAIN RUN. 15D: PLUMBING 15D 1-1 PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. GAS PIPING: GAS PIPING SHALL BE BLACK STEEL, STANDARD WEIGHT, SCHEDULE 40 ASTM A53. PIPING 2" AND SMALLER SHALL BE WELDED OR THREADED WITH MALLEABLE IRON FITTINGS. PIPING 2 1/2" AND LARGER SHALL BE WELDED WITH BUTT -WELDED FITTING. FITTINGS SHALL CONFORM TO ASME 1316.3, MALLEABLE IRON OR ASTM A 234, FORGED STEEL WELDED TYPE. COMPRESSED AIR PIPING: COMPRESSED AIR PIPING SHALL BE BLACK STEEL, STANDARD WEIGHT, SCHEDULE 40 ASTM A53. PIPING 2" AND SMALLER SHALL BE WELDED OR THREADED WITH MALLEABLE IRON FITTINGS. PIPING 2 1/2" AND LARGER SHALL BE WELDED WITH BUTT -WELDED FITTING. FITTINGS SHALL CONFORM TO ASME B16.3, MALLEABLE IRON OR ASTM A 234, FORGED STEEL WELDED TYPE. EXTERIOR PIPING SHALL HAVE EPDXY PAINT. DOMESTIC WATER PIPING: ABOVE AND BELOW GRADE WATER PIPING SHALL BE PEX TUBING CONFORMING TO ASTM F877 CROSS-LINKED POLYETHYLENE TUBING HOT AND COLD WATER DISTRIBUTION SYSTEMS, ASTM F876 CROSS-LINKED POLYETHYLENE TUBE, ASTM F1807 FITTING AND ASTM F2159 FITTINGS, COMPLY WITH NSF STANDARD 14 AND 61. PEX TUBING SHALL BE WATTS WATERPEX CROSS-LINKED POLYETHYLENE OR EQUAL. ALL PEX TUBING BELOW GRADE SHALL BE SLEEVED WITH PVC PIPE. FITTINGS: FITTINGS SHALL BE MECHANICAL CRIMP FITTINGS IN COMPLIANCE WITH ASTM F1807 AND F2159. PEX FITTINGS SHALL BE WATTS BRASS CRIMPRING FITTINGS USING EITHER WATTS COPPER CRIMPRING OR STAINLESS STEEL CINCHCLAMP OR EQUAL. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AS AN OPTION, ABOVE AND BELOW GRADE WATER PIPING SHALL BE TYPE "L" AND "M" HARD DRAWN SEAMLESS COPPER TUBING CONFORMING TO ASTM B88. COPPER UNIONS: CAST -COPPER -ALLOY, HEXAGONAL -STOCK BODY, WITH BALL -AND- SOCKET, METAL -TO -METAL SEATING SURFACE AND SOLDER -JOINT. JOINING MATERIAL SHALL BE ASTM B813 WATER-FLUSHABLE, LEAD-FREE FLUX ALLOY SOLDER. SOIL, WASTE AND VENT PIPES: ABOVE AND BELOW GRADE SOIL, WASTE AND VENT PIPING SHALL BE PVC PLASTIC, SCHEDULE 40 DWV PIPE CONFORMING TO ASTM D2665 WITH PLAIN ENDS. CELLULAR (FOAM) CORE PVC NOT ALLOWED. INSTALL PER ASTM D2665 AND ASTM D2321. FITTINGS SHALL BE PVC SOCKET -TYPE DWV PIPE FITTINGS; ASTM D2665 MADE TO ASTM D3311 DRAIN, WASTE AND VENT PATTERNS. INSULATION DOMESTIC COLD WATER: COPPER PIPE: 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. DOMESTIC HOT WATER: COPPER PIPE: 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. PEX TUBING: 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. FOR HOT WATER PIPING BEING SERVED BY SYSTEM WITH RECIRCULATING PUMP, PROVIDE 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. INDIRECT AND CONDENSATE DRAIN PIPING (WITHIN BUILDING): COPPER PIPE: PROVIDE 1" FLEXIBLE UNICELLULAR INSULATION BY ARMACELL. PVC PIPING: NO INSULATION REQUIRED. INDIRECT AND CONDENSATE DRAIN LINES: PROVIDE HARD DRAWN, TYPE "M" OR "L" COPPER PIPE FOR ALL CONDENSATE DRAIN PIPING FROM COOLER AND FREEZER EVAPORATORS. PROVIDE HEAT TRACE FOR ALL CONDENSATE DRAIN PIPING LOCATED IN FREEZERS, AND ROUTE TO FLOOR DRAIN IN BUILDING. PROVIDE PVC PIPE FOR ALL OTHER INDIRECT AND CONDENSATE DRAIN PIPING FROM HVAC, PLUMBING, AND BEVERAGE EQUIPMENT, AND ROUTE TO FLOOR DRAIN IN BUILDING. 15D 1-2 PIPING INSTALLATION GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME -PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USER DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL -TO -COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B -LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON-0R UNISTRUT. CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS AS REQUIRED. 15D 1-3 EXTERIOR UTILITY CONNECTIONS TERMINATE DOMESTIC WATER, STORM, AND SEWER LINES AT A POINT APPROXIMATELY FIVE FEET FROM THE BUILDING WALL, OR AS SHOWN ON THE DRAWINGS. MAKE CONNECTION TO THE VARIOUS SERVICES PROVIDED BY OTHERS AND COORDINATE CONNECTION REQUIREMENTS WITH CIVIL ENGINEER. VERIFY THAT INSTALLATION WILL TIE INTO THE VARIOUS SERVICED PROVIDED BY OTHERS AT THE INDICATED INVERT ELEVATION POINT PRIOR TO INSTALLATION. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT AND CIVIL ENGINEER SO THAT AN ALTERNATIVE MAY BE DETERMINED. PROVIDE SERVICE PIPING AND ACCESSORIES REQUIRED TO COMPLETE UTILITY CONNECTIONS THAT ARE NOT FURNISHED BY THE SERVING UTILITY. Im1mL9&y&1i:1 kyj i#=Winitl_1,l97UaDl;AI1011e UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE RESULTING THEREFROM. NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK, PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. tr HARRISON FRENCH & ASSOCIATES LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com It UM LL LjL oa Q ch W V LU zUJI_w z 0 W O N � w a y Q O o 1111 so ® 0 72212 D . * " 4 STATE OF 10, OF , /V,71/mi/111111111 '9NAL 1� Greg Schluterman, P.E. License #72212 Harrison French & Associates, LTD COA #26421 STORE NO. 1. LVV VI\ V/""II - - ".-WI ✓VV 1 .vwl%IN/ IN_ 1 11 11 - PRIOR TO SUBMITTING BID, VISIT THE SITE OF THE SYSTEMS WHILE STORED OR INSTALLED DURING PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONSTRUCTION WHEN NOT IN USE TO PREVENT THE CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. ENTRANCE OF DEBRIS INTO THE SYSTEMS. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA KEEP THE MANUFACTURER PROVIDED PROTECTIVE COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. COVERINGS ON FLOOR DRAINS, FLOOR SINKS, AND TRENCH DRAINS DURING CONSTRUCTION. REMOVE COVERINGS AT 15A 1-3 MATERIAL AND WORKMANSHIP THE TERMINATION OF THE WORK AND POLISH EXPOSED SURFACES. PROVIDE NEW MATERIAL, EQUIPMENT, AND APPARATUS UNDER THIS CONTRACT UNLESS OTHERWISE STATED 15A 1-7 OPERATION AND MAINTENANCE INSTRUCTIONS HEREIN, OF BEST QUALITY NORMALLY USED FOR THE PURPOSE IN GOOD COMMERCIAL PRACTICE, AND FREE COLLECT AND COMPILE A COMPLETE BROCHURE OF FROM ANY DEFECTS. MODEL NUMBERS LISTED IN THE FIXTURES, MATERIALS, AND EQUIPMENT FURNISHED AND SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND NECESSARILY INTENDED TO DESIGNATE THE REQUIRED MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG TRIM, WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL SHEETS, WIRING DIAGRAMS. PARTS LISTS, APPROVED SHOP NUMBERS. DRAWINGS, AND DESCRIPTIVE LITERATURE FURNISHED BY THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE THAT LISTS THE PROJECT NAME, DATE, OWNER, ARCHITECT, A NEAT AND "WORKMANLIKE" APPEARANCE WHEN ENGINEER, GENERAL CONTRACTOR, SUBCONTRACTOR, AND COMPLETED, TO THE SATISFACTION OF THE ARCHITECT AND AN INDEX OF CONTENTS. ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL SUBMIT COPIES OF LITERATURE BOUND IN APPROVED COMPLY WITH APPLICABLE CODES AND LAWS. BINDERS TO THE ARCHITECT AND OWNER AT THE TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, THE COMPLETE INSTALLATION SHALL FUNCTION AS RUBBER BANDS, AND MAILING ENVELOPES ARE NOT DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY PLUMBING SYSTEMS WILL BE WITHHELD UNTIL THIS RATTLING EQUIPMENT, PIPING, DUCTS, AIR DEVICES, AND EQUIPMENT BROCHURE IS DEEMED COMPLETE BY THE SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ARCHITECT, ENGINEER, AND OWNER. ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN 15A 1-8 WARRANTIES QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTED. WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC PAPER, STICKERS, AND/OR EXCAVATION MATERIAL NOT ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED CONSTRUCTION DOCUMENTS OR MANUFACTURER'S UNDER THIS CONTRACT TO PRESENT A NEAT AND CLEAN STANDARD WARRANTY EXCEEDS 12 MONTHS. REMEDY ALL INSTALLATION AT THE TERMINATION OF THE WORK. DEFECTS, OCCURRING WITHIN THE WARRANTY PERIOD(S), AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL REGULATIONS HAVING JURISDICTION. COSTS TO THE OWNER. 15A 1-4 COORDINATION PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT THE VARIOUS COMPONENTS OF THE SYSTEMS WILL BE AT THE TIME OF SUBSTANTIAL COMPLETION, DELIVER TO INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE THE OWNER ALL WARRANTIES, IN WRITING AND PROPERLY SPACE, AND WILL ALLOW PROPER SERVICE ACCESS TO EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS EXTENDING BEYOND THE ONE YEAR PERIOD, EACH WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE AND STATING THE COMMENCEMENT DATE AND TERM. OWNER. 15A 1-9 CUTTING AND PATCHING UNLESS OTHERWISE INDICATED, THE GENERAL CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS BUILDING CONSTRUCTION REQUIRED FOR INSTALLATION OF REQUIRED TO INSTALL WORK UNDER THIS SECTION. DO NOT THE SYSTEMS SPECIFIED HEREIN. CONTRACTOR SHALL CUT OR DISTURB STRUCTURAL MEMBERS WITHOUT PRIOR FURNISH THE GENERAL CONTRACTOR WITH INFORMATION APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS WHERE CHASES AND OPENINGS ARE REQUIRED. KEEP POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN FLOORS, ETC. AS REQUIRED BY WORK UNDER THIS SECTION. THE CONSTRUCTION OF THE PROJECT, AND EXECUTE WORK PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED WORK OF OTHER TRADES. BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A MANNER SATISFACTORY TO THE ARCHITECT. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN 15A 1-10 ROUGH -IN MEASUREMENTS AT THE BUILDING, AS VARIATIONS MAY OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR COORDINATE WITHOUT DELAY ROUGHING -IN WITH GENERAL ERRORS THAT COULD HAVE BEEN AVOIDED BY PROPER CONSTRUCTION. CONCEAL PIPING AND CONDUIT ROUGH -IN CHECKING AND INSPECTION. EXCEPT IN UNFINISHED AREAS AND WHERE OTHERWISE SHOWN. PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT THE TYPES OF CEILING, WALL, OR FLOOR FINISHES 15A 1-11 STRUCTURAL STEEL ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT STRUCTURAL STEEL USED FOR PIPE SUPPORTS, INTENDED TO DESIGNATE THE REQUIRED TRIM. EQUIPMENT SUPPORTS, ETC., SHALL BE NEW, CLEAN, AND CONFORM TO ASTM DESIGNATION A-36. 15A 1-5 ORDINANCES AND CODES SUPPORT PLUMBING AND MECHANICAL EQUIPMENT AND WORK PERFORMED UNDER THIS CONTRACT SHALL, AT A PIPING FROM THE BUILDING STRUCTURE. DO NOT SUPPORT MINIMUM, BE IN CONFORMANCE WITH APPLICABLE NATIONAL, PLUMBING EQUIPMENT FROM CEILINGS, OTHER MECHANICAL STATE AND LOCAL CODES HAVING JURISDICTION. OR ELECTRICAL COMPONENTS, AND OTHER EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION NON-STRUCTURAL ELEMENTS. WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES 15A 1-12 ACCESS DOORS ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE PROTECTION ASSOCIATION (NFPA), UNDERWRITERS INDICATED OR REQUIRED FOR ACCESS TO CONCEALED LABORATORIES (UL), OCCUPATIONAL SAFETY AND HEALTH VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. ADMINISTRATION (OSHA), AMERICAN SOCIETY OF PROVIDE CONCEALED HINGES, SCREWDRIVER -TYPE LOCK, MECHANICAL ENGINEERS (ASME), AMERICAN SOCIETY OF ANCHOR STRAPS; MANUFACTURED BY MILCOR, ZURN, TITUS, HEATING, REFRIGERATION, AND AIR CONDITIONING OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, ENGINEERS (ASHRAE), AMERICAN NATIONAL STANDARDS LOCATION, AND COLOR BEFORE ORDERING. INSTITUTE (ANSI), AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) AND OTHER NATIONAL STANDARDS AND CODES WHERE APPLICABLE. WHERE THE CONTRACT DOCUMENTS EXCEED THE REQUIREMENTS OF THEIR REFERENCED CODES, STANDARDS, ETC., THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE. 15A 1-13 PENETRATIONS SEAL FLOOR, EXTERIOR WALL AND ROOF PENETRATIONS WATER AND WEATHER TIGHT WITH APPROPRIATE NON -SHRINK, NON -HARDENING COMMERCIAL CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A SLEEVE, AND SEAL NON -FIRE -RATED FLOOR AND WALL PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE CAULK (FOR ACOUSTICAL INSULATION). COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS WITH THE ARCHITECT. SEAL PENETRATIONS OF FIRE -RATED ASSEMBLIES WITH 3M # CP -25 FIRE BARRIER CAULK (PROVIDE THICKNESS AND METHOD AS REQUIRED AND RECOMMENDED BY MANUFACTURER) TO MAINTAIN THE FIRE RESISTANCE RATING OF FIRE -RATED ASSEMBLIES. SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE SEALS, MANUFACTURED BY THUNDERLINE/LINK SEAL, CALPICO, INC AND METRAFLEX. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC PIPE, TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE SERVED. SEAL WATER -TIGHT WITH SILICONE CAULK. i13l:I:f-"%1111,Lexy1=11!1111WiILoP►W114,197113diPI0711LrI,1N,II�L�� 15B 1-1 DUCTWORK ALL DUCTWORK SHALL BE CONSTRUCTED AND HUNG IN ACCORDANCE WITH ASHRAE AND SMACNA STANDARDS CORRESPONDING TO THE SYSTEM PRESSURE. DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS FOR A TWO-INCH PRESSURE RATING AND SEAL CLASS B. SUPPLY AND RETURN DUCTWORK INSIDE THE BUILDING SHALL BE INSULATED WITH 1" THICK ACOUSTICAL LINING WITH A MINIMUM R -VALUE OF 4.5 OR EXTERNALLY WRAPPED WITH 2" THICK GLASS FIBER DUCT WRAP. INSULATE SUPPLY AND RETURN DUCTWORK LOCATED OUTSIDE THE BUILDING WITH 2" LINER AND SEAL SEAMS WEATHER TIGHT. DEDICATED OUTSIDE AIR SUPPLY DUCTWORK LOCATED WITHIN THE BUILDING SHALL BE INSULATED WITH 2" DUCT WRAP. FLEXIBLE DUCTWORK MAINS ARE NOT PERMITTED. PROVIDE MAXIMUM V-0" FLEXIBLE DUCT CONNECTIONS TO CEILING DIFFUSERS. FURNISH AND INSTALL VOLUME/BALANCE DAMPERS AT ALL BRANCH DUCTS TO DIFFUSER. LOCATE DAMPERS A MINIMUM OF 4'-0"AWAY FROM DIFUSERS. INSTALL VTR'S, EXHAUST FANS, AND FLUES A MINIMUM OF V-0" FROM PARAPET OR OUTSIDE WALL AND 10'-0" MINIMUM FROM EQUIPMENT WITH OUTSIDE AIR INTAKE. 15B 1-2 ELECTRICAL WIRING LINE VOLTAGE WIRING SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR. LINE VOLTAGE CONTROL AND INTERLOCK WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE FURNISHED BY ELECTRICAL CONTRACTOR. LOW VOLTAGE CONTROL WIRING SHALL BE BY THE DIVISION 15 CONTRACTOR. PROVIDE WIRING DIAGRAMS TO THE ELECTRICAL CONTRACTOR AS REQUIRED FOR PROPER EQUIPMENT HOOKUP. COORDINATE WITH THE ELECTRICAL CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR MECHANICAL EQUIPMENT (FROM THE EQUIPMENT NAMEPLATE) TO ENSURE PROPER INSTALLATION. ALL TEMPERATURE SENSORS, FAN SWITCHES, AND SPEED CONTROLS SHALL BE INSTALLED 43" ABOVE THE FLOOR FOR ADA REQUIREMENTS. 15B 1-3 FINAL TESTING AND ADJUSTMENTS AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AIR BALANCE CONTRACTOR. BALANCE EACH SUPPLY, RETURN, OUTSIDE AIR DEVICE WITHIN 5% OF REQUIREMENTS AND FURNISH A REPORT TO THE CONSTRUCTION MANAGER. THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, BALANCED, AND APPROVED BY OWNER'S REPRESENTATIVE ON THE DAY TENANT OPENS FOR BUSINESS. ADJUST THERMOSTATS AND CONTROL DEVICES TO OPERATE AS INTENDED. ADJUST BURNERS, PUMPS, FANS, ETC. FOR PROPER AND EFFICIENT OPERATION. CERTIFY TO ARCHITECT THAT ADJUSTMENTS HAVE BEEN MADE AND. THAT SYSTEM IS OPERATING SATISFACTORILY. CALIBRATE, SET AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS, AND OPERATION OF SAFETY CONTROLS. 15C: REFRIGERATION INSTALLATION REQUIREMENTS 15C 1-1 REFRIGERANT PIPING ALL SUCTION LINE PIPING SHALL BE SEALED REFRIGERANT GRADE, TYPE L, HARD DRAWN. THE LIQUID LINE PIPING SHALL BE SEALED REFRIGERANT GRADE, TYPE C, HARD DRAWN ON ALL MAIN RUNS. THE SHORT SECTION OF TUBING BETWEEN THE MAIN LIQUID LINE AND EXPANSION VALVE SHALL BE SOFT DRAWN REFRIGERANT TUBING. ALL HORIZONTAL TUBING RUNS SHALL BE SLOPED TOWARD THE COMPRESSOR, AND/OR "P" TRAP 1 INCH PER 20 FEET. ALL VERTICALLY RUN SUCTION LINES SHALL BE P -TRAPPED AT THE BASE OF EACH SUCTION RISER OF 4 FEET OR MORE TO ENHANCE OIL RETURN TO THE COMPRESSOR, AND SHALL BE P -TRAPPED FOR EACH 20 FEET SECTION OF RISER. ONLY SILVER BASE SOLDER (15% SILVER) SHALL BE USED FOR THIS INSTALLATION. REFRIGERANT PIPING SHALL BE STRAPPED TO ASSURE PIPING SUPPORT. THIS STRAPPING SHALL BE COPPER. IF NON -COPPER STRAPPING IS USED, IT SHALL BE LINED WITH AN INSULATING MATERIAL TO PREVENT BI -METALLIC ELECTROLYSIS. REFER TO MANUFACTURER'S INSTALLATION MANUAL FOR RECOMMENDED PIPE SUPPORT SPACING. 15C 1-2 REFRIGERANT LEAK TESTING AFTER ALL REFRIGERANT TUBING IS CONNECTED, THE ENTIRE SYSTEM, INCLUDING THE CONDENSING UNIT, SHALL BE PRESSURIZED TO 150 PSIG WITH A MIXTURE OF APPROPRIATE REFRIGERANT AND DRY NITROGEN. ALL CONNECTIONS, BOTH FLARED AND SOLDERED, SHALL BE THOROUGHLY CHECKED WITH AN ELECTRONIC OR HALIDE LEAK DETECTOR. ALL LEAKING SOLDER CONNECTIONS SHALL BE DISASSEMBLED, CLEANED AND RE -SOLDERED. 15C 1-3 EVACUATION THE COMPLETE SYSTEM SHALL BE EVACUATED WITH A VACUUM PUMP. THE REFRIGERATION COMPRESSOR SHALL NOT BE USED TO EVACUATE THE SYSTEM. THE COMPLETE SYSTEM, TO INCLUDE THE CONDENSING UNIT, SHALL BE EVACUATED A MINIMUM OF THREE TIMES. THE VACUUM SHALL BE BROKEN THE FIRST AND SECOND TIME AT 500 MICRONS USING APPROPRIATE REFRIGERANT. THE THIRD VACUUM SHALL BE BROKEN BY THE CHARGING REFRIGERANT. iF7�ii�l��Ifi��Ll�Ill1�1�1►6��JIi7Cr1�'. THE MAIN SUCTION LINE TO INCLUDE THE "P" TRAP, THE VERTICAL SUCTION RISER, ALL ABOVE ROOF SUCTION PIPING SHALL BE INSULATED WITH 1/2" WALL ARMAFLEX OR ITS EQUIVALENT. ALL JOINTS SHALL BE PROPERLY SEALED WITH APPROVAL BY INSULATION MANUFACTURER'S ADHESIVE OR SEALANT. iblosimbielI,Ir74ki6�1tI:11131:I1O""k CONDENSATE DRAIN LINE MATERIAL SHALL BE 1" O.D. HARD DRAWN COPPER TUBING. MECHANICAL CONTRACTOR SHALL INSTALL HEAT TRACE IN LOW TEMP SECTION. THE LINES SHALL BE CAPABLE OF BEING OPENED AS CLOSE TO THE EVAPORATOR DRAIN AS POSSIBLE TO ALLOW EFFECTIVE CLEANING. THE DRAIN LINE SHALL BE TRAPPED ON A VERTICAL SLOPE PRIOR TO REACHING THE RECEIVING FLOOR DRAIN OR PIT (WHICHEVER IS ALLOWABLE UNDER LOCAL CODES). THE DRAIN LINE SHALL HAVE A DEFINITE SLOPE AWAY FROM THE EVAPORATOR OR DRAIN PIT (WHICHEVER IS ALLOWABLE UNDER LOCAL CODES). THE DRAINS FROM THE EVAPORATORS SHALL BE JOINED TO MAIN DRAIN LINE WHICH SHALL RUN TO A DRAIN LOCATION SHOWN ON THE MECHANICAL PLAN AND SHALL BE FIRMLY SUPPORTED WITH STRAPS AT LEAST EVERY SIX FEET ALONG THE DRAIN RUN. 15D: PLUMBING 15D 1-1 PIPING MATERIALS MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR JOINING METHOD. GAS PIPING: GAS PIPING SHALL BE BLACK STEEL, STANDARD WEIGHT, SCHEDULE 40 ASTM A53. PIPING 2" AND SMALLER SHALL BE WELDED OR THREADED WITH MALLEABLE IRON FITTINGS. PIPING 2 1/2" AND LARGER SHALL BE WELDED WITH BUTT -WELDED FITTING. FITTINGS SHALL CONFORM TO ASME 1316.3, MALLEABLE IRON OR ASTM A 234, FORGED STEEL WELDED TYPE. COMPRESSED AIR PIPING: COMPRESSED AIR PIPING SHALL BE BLACK STEEL, STANDARD WEIGHT, SCHEDULE 40 ASTM A53. PIPING 2" AND SMALLER SHALL BE WELDED OR THREADED WITH MALLEABLE IRON FITTINGS. PIPING 2 1/2" AND LARGER SHALL BE WELDED WITH BUTT -WELDED FITTING. FITTINGS SHALL CONFORM TO ASME B16.3, MALLEABLE IRON OR ASTM A 234, FORGED STEEL WELDED TYPE. EXTERIOR PIPING SHALL HAVE EPDXY PAINT. DOMESTIC WATER PIPING: ABOVE AND BELOW GRADE WATER PIPING SHALL BE PEX TUBING CONFORMING TO ASTM F877 CROSS-LINKED POLYETHYLENE TUBING HOT AND COLD WATER DISTRIBUTION SYSTEMS, ASTM F876 CROSS-LINKED POLYETHYLENE TUBE, ASTM F1807 FITTING AND ASTM F2159 FITTINGS, COMPLY WITH NSF STANDARD 14 AND 61. PEX TUBING SHALL BE WATTS WATERPEX CROSS-LINKED POLYETHYLENE OR EQUAL. ALL PEX TUBING BELOW GRADE SHALL BE SLEEVED WITH PVC PIPE. FITTINGS: FITTINGS SHALL BE MECHANICAL CRIMP FITTINGS IN COMPLIANCE WITH ASTM F1807 AND F2159. PEX FITTINGS SHALL BE WATTS BRASS CRIMPRING FITTINGS USING EITHER WATTS COPPER CRIMPRING OR STAINLESS STEEL CINCHCLAMP OR EQUAL. INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. AS AN OPTION, ABOVE AND BELOW GRADE WATER PIPING SHALL BE TYPE "L" AND "M" HARD DRAWN SEAMLESS COPPER TUBING CONFORMING TO ASTM B88. COPPER UNIONS: CAST -COPPER -ALLOY, HEXAGONAL -STOCK BODY, WITH BALL -AND- SOCKET, METAL -TO -METAL SEATING SURFACE AND SOLDER -JOINT. JOINING MATERIAL SHALL BE ASTM B813 WATER-FLUSHABLE, LEAD-FREE FLUX ALLOY SOLDER. SOIL, WASTE AND VENT PIPES: ABOVE AND BELOW GRADE SOIL, WASTE AND VENT PIPING SHALL BE PVC PLASTIC, SCHEDULE 40 DWV PIPE CONFORMING TO ASTM D2665 WITH PLAIN ENDS. CELLULAR (FOAM) CORE PVC NOT ALLOWED. INSTALL PER ASTM D2665 AND ASTM D2321. FITTINGS SHALL BE PVC SOCKET -TYPE DWV PIPE FITTINGS; ASTM D2665 MADE TO ASTM D3311 DRAIN, WASTE AND VENT PATTERNS. INSULATION DOMESTIC COLD WATER: COPPER PIPE: 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. DOMESTIC HOT WATER: COPPER PIPE: 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. PEX TUBING: 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. FOR HOT WATER PIPING BEING SERVED BY SYSTEM WITH RECIRCULATING PUMP, PROVIDE 1" WALL ONE-PIECE FIBERGLASS COVERING HAVING A CONDUCTIVITY NOT EXCEEDING 0.27 WITH FIRE RESISTANT JACKET WITH SELF-SEALING LAP TO PROVIDE A CONTINUOUS VAPOR BARRIER BY CERTAINTEED, OWENS-CORNING OR ARMSTRONG. INDIRECT AND CONDENSATE DRAIN PIPING (WITHIN BUILDING): COPPER PIPE: PROVIDE 1" FLEXIBLE UNICELLULAR INSULATION BY ARMACELL. PVC PIPING: NO INSULATION REQUIRED. INDIRECT AND CONDENSATE DRAIN LINES: PROVIDE HARD DRAWN, TYPE "M" OR "L" COPPER PIPE FOR ALL CONDENSATE DRAIN PIPING FROM COOLER AND FREEZER EVAPORATORS. PROVIDE HEAT TRACE FOR ALL CONDENSATE DRAIN PIPING LOCATED IN FREEZERS, AND ROUTE TO FLOOR DRAIN IN BUILDING. PROVIDE PVC PIPE FOR ALL OTHER INDIRECT AND CONDENSATE DRAIN PIPING FROM HVAC, PLUMBING, AND BEVERAGE EQUIPMENT, AND ROUTE TO FLOOR DRAIN IN BUILDING. 15D 1-2 PIPING INSTALLATION GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE JOB. INSTALL WITH ADEQUATE CLEARANCE FOR INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, CONNECT IT SECURELY, AND SUPPORT IT FROM THE BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. PROVIDE CHROME -PLATED ESCUTCHEONS ON PIPES PASSING THROUGH CEILINGS, FLOORS OR WALLS OF FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES WHEREVER POSSIBLE. USER DIELECTRIC UNION WHERE FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION SHALL HAVE A ZINC STEEL BODY, A THREADED NYLON INSERT, AND INSULATING PRESSURE GASKET. NO FERROUS METAL -TO -COPPER CONNECTION MADE WITHOUT INSULATING UNIONS WILL BE ALLOWED. HANGER & SUPPORTS: PIPE HANGERS SHALL BE AS DESCRIBED IN THE SPECIFICATIONS BY B -LINE OR EQUAL BY ANVIL, MICHIGAN, TRUSCON-0R UNISTRUT. CONNECT HANGERS TO THE STRUCTURE WITH SIDE BEAM CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM OTHER PIPES, CONDUIT OR DUCTWORK. PROVIDE HANGER RODS AND SPACE HANGERS AT INTERVALS AS REQUIRED. 15D 1-3 EXTERIOR UTILITY CONNECTIONS TERMINATE DOMESTIC WATER, STORM, AND SEWER LINES AT A POINT APPROXIMATELY FIVE FEET FROM THE BUILDING WALL, OR AS SHOWN ON THE DRAWINGS. MAKE CONNECTION TO THE VARIOUS SERVICES PROVIDED BY OTHERS AND COORDINATE CONNECTION REQUIREMENTS WITH CIVIL ENGINEER. VERIFY THAT INSTALLATION WILL TIE INTO THE VARIOUS SERVICED PROVIDED BY OTHERS AT THE INDICATED INVERT ELEVATION POINT PRIOR TO INSTALLATION. IF THE INSTALLATION WILL NOT TIE INTO THE INDICATED INVERT ELEVATION POINT WHILE MAINTAINING PROPER FALL, NOTIFY ARCHITECT AND CIVIL ENGINEER SO THAT AN ALTERNATIVE MAY BE DETERMINED. PROVIDE SERVICE PIPING AND ACCESSORIES REQUIRED TO COMPLETE UTILITY CONNECTIONS THAT ARE NOT FURNISHED BY THE SERVING UTILITY. Im1mL9&y&1i:1 kyj i#=Winitl_1,l97UaDl;AI1011e UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK INSTALLED UNDER THIS CONTRACT, AND ASSUME COSTS INVOLVED IN MAKING THE TESTS, AND REPAIRING AND/OR REPLACING DAMAGE RESULTING THEREFROM. NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING JURISDICTION, THREE (3) WORKING DAYS PRIOR TO MAKING PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION PROCEDURE, TESTS ON PORTIONS OF THE WORK MAY BE MADE, AND WHEN SATISFACTORY, THE WORK MAY BE CONCEALED. TEST PIPING BEFORE INSULATION IS INSTALLED, AND BEFORE BACKFILL. PIPES, JOINTS, FLANGES, VALVE STEMS, ETC., SHALL BE LEAK TIGHT. REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK, PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. tr HARRISON FRENCH & ASSOCIATES LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com It UM LL LjL oa Q ch W V LU zUJI_w z 0 W O N � w a y Q O o 1111 so ® 0 72212 D . * " 4 STATE OF 10, OF , /V,71/mi/111111111 '9NAL 1� Greg Schluterman, P.E. License #72212 Harrison French & Associates, LTD COA #26421 STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: JKR DRAWN BY: JSB PROTO CYCLE: MECHANICAL AND PLUMBING SPECIFICATIONS SHEET: m 1 ti v N 0 M U W a w R U 0 0 z Qo 0Uco J LL- E.2 L- N2 �o u - to o J to ti o� o d, N O N Ch �o � M N O u - �1 KEY PLAN 3 SCALE: 1/16"=1'-0" a2ROOF PLAN SCALE: 3/32"=1'-0" MAINTAIN ALL EXISTING AIR BALANCES NOT SHOWN ALL EXISTING AIR DEVICES TO REMAIN UNLESS OTHERWISE NOTED. CLEAN/PAINT EXISTING AIR DEVICES TO LIKE -NEW CONDITIONS. COORDINATE NEW DUCTWORK ROUTING WITH EXISTING DUCTWORK LAYOUT. FIELD VERIFY EXISTING DUCT ROUTING. MODIFY/RELOCATE AS NECESSARY. ALL EXISTING DUCTWORK TO REMAIN UNLESS OTHERWISE NOTED. WHERE NOTED MODIFY EXISTING AND/OR PROVIDE NEW DUCTWORK FOR RELOCATED/ADDED AIR DEVICES. 102 t` 1M MECHANICAL SYMBOLS 18"X12" m uiO 'w z Lu RECTANGULAR DUCT 18" WIDE BY �'o�$au�_UZ�o J D 12" DEEP 12"0 12" DIAMETER ROUND DUCT OL SUPPLY DUCT IN SECTION RETURN OR EXHAUST DUCT IN O I"'JFtA d' o. Q N OF-O� O�N 9 Z U I -w - L F- W r SECTION J ELBOW WITH TURNING VANES ROUND (OR OVAL) ELBOW SUPPLY AIR DIFFUSER WITH ROUND SUPPLY DUCT RETURN OR EXHAUST AIR DIFFUSER WITH ROUND DUCT SD -A DIFFUSER OR GRILLE TYPE 12 f0 BRANCH DUCT & NECK SIZE 450 CFM MANUAL BALANCE DAMPER CONNECT TO EXISTING ETR EXISTING TO REMAIN F� FIRE DAMPER 1 14"0 700 .6; o N 2 X N PO ETR r DEMO DUCTWORKO I I SHOWN DASHED. II I 2 II 11 i' -1L-] 610ST6"QJ ETR w w bo cl- 150 X X _ TYP OF 4 REBALANCE EXISTING NG SUPPLY EXIST AIR DIFFUSER LOCATED IN 10"Q1 THE EXISTING BACKSTOCK TO O 300 9300 CFM TO ACCOMMODATE �TO RTU-2� NEW AIRFLOW TO NEW LAUNDRY ADDITION. ETR 1 10 LAUNDRY ROOM ADDITION HVAC PLAN SCALE: 1/4"=1'-0" GENERAL NOTES 1. ALL MECHANICAL HVAC AND PLUMBING WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE BASE BUILDING SPECIFICATION AND WITH THE LATEST EDITION OF THE PREVAILING STATE MECHANICAL, PLUMBING AND BUILDING CODES AS WELL AS ALL REGULATIONS THAT MAY APPLY. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY. 2. COORDINATE EXACT LOCATIONS OF AIR DISTRIBUTION DEVICES WITH CEILING AND LIGHT FIXTURE LAYOUT - VERIFY WITH THE ARCHITECT. 3. ALL RECTANGULAR SUPPLY DUCTS ELBOWS SHALL HAVE SINGLE THICKNESS TURNING VANES. 4. ALL AIR CONDITIONING DUCTWORK SHALL BE SMACNA 1" PRESSURE CLASSIFICATION WITH SEAL CLASS'A.' 5. DUCT SIZES SHOWN ARE ACTUAL INSIDE CLEAR DIMENSIONS. SHEET METAL CONTRACTORS SHALL INCREASE SIZES FOR DUCTWORK REQUIRED TO BE LINED TO ALLOW FOR 1 -INCH THICK LINER EQUIVALENT TO KNAUF TYPE "EM MINIMUM R -VALUE 4.5. 6. COORDINATE ROUTING OF DUCTWORK WITHIN STRUCTURE WITH THE LOCATION OF COLUMNS, JOIST AND BEAMS. 7. ALL ROUND AIR CONDITIONING DUCTWORK SHALL HAVE 2 -INCH THICK EXTERIOR DUCT WRAP CONSISTING OF A FIBERGLASS BLANKET WITH FACTORY APPLIED VAPOR BARRIER FACING AND HAVING A MINIMUM R -VALUE OF 5.6, UNLESS NOTED OTHERWISE. 8. IT IS THE INTENT TO HAVE ALL AIR SYSTEMS INCLUDING KITCHEN EXHAUST AND MAKE-UP AIR BALANCED BY AN INDEPENDENT TAB CERTIFIED NEBB CONTRACTOR. AIR QUANTITIES IN MAIN DUCT SHALL BE MEASURED BY PITOT TUBE TRAVERSES. OUTLET AND INLET AIR QUANTITIES SHALL BE DETERMINED IN ACCORDANCE WITH NEBB PROCEDURES. THE NEBB TAB FIRM SHALL PROVIDE A CERTIFICATE OF CONFORMANCE CERTIFICATION TO THE OWNER. 9. UNLESS DIMENSIONED, THE WORK SHOWN ON THE CONTRACT DRAWINGS IS DIAGRAMMATIC, ILLUSTRATING THE GENERAL ARRANGEMENT. CONTRACTOR SHALL ADHERE TO ARRANGEMENT SHOWN AS CLOSELY AS THE ACTUAL CONSTRUCTION WILL PERMIT. 10. CONTRACTOR SHALL VERIFY EXACT EQUIPMENT DIMENSIONS, CLEARANCES, AND FIELD DIMENSIONS RELATIVE TO LOCATIONS OF STRUCTURAL FRAMING. CHANGES REQUIRED IN ROUTING OR SIZES OF DUCTWORK TO MAKE WORK SHOWN CONFORM TO PROJECT REQUIREMENTS RESULTING FROM FIELD COORDINATION PROBLEMS SHALL BE IDENTIFIED, ILLUSTRATED, AND SUBMITTED TO THE ENGINEER FOR PRIOR REVIEW AND APPROVAL BEFORE INSTALLATION. (K KEYNOTES 1. EXISTING DUCTWORK AND ASSOCIATED DUCTWORK ACCESSORIES TO REMAIN UNLESS SHOWN OTHERWISE FIELD VERIFY EXACT LOCATION. 2. CONNECT NEW DUCTWORK TO EXISTING DUCTWORK. REDISTRIBUTE AIR FROM EXISTING DUCTWORK TO MATCH NEW CFM REQUIREMENTS. FIELD VERIFY LOCATION OF EXISTINGDUCTWORK. 3. 4"0 RIGID, METAL DRYER VENT TO EXHAUST ON SIDE OF BUILDING. TERMINATE 18" AFF WITH VENT CAPEA( L-01) ORIENTED WITH DISCHARGE DOWN. ALL ELBOWS USED FO DRYER EXHAUST SHALL HAVE A 1.5D MINIMUM RADIUS. 4. REMOVE EXISTING BRANCH DUCTWORK NOT BEING REUSED. PATCH AND REPAIR DUCTWORK AS NEEDED. 5. EXISTING PIPING TO REMAIN. FIELD VERIFY EXACT LOCATION. 6. CONNECT TO EXISTING GAS LINE AS NOTED ON PLAN OF EQUAL OR LARGER SIZE. FIELD VERIFY SIZE AND LOCATION. 7. EXISTING LOVE'S GAS METER AND PRESSURE REGULATOR VALVE WITH POUNDS TO INCHES SERVICE REGULATOR WITH SOFT SEAT, POSITIVE 100% LOCK-UP. MINIMUM OUTLET PRESSURE SET AT 4.0 OZ. (6.9" W.C.) 1,186 MBH WITH 200 FT. TOTAL DEVELOPED LENGTH. 8. EXISTING HARDEE'S GAS METER AND PRESSURE REGULATOR VALVE WITH POUNDS TO INCHES SERVICE REGULATOR WITH SOFT SEAT, POSITIVE 100% LOCK-UP. MINIMUM OUTLET PRESSURE SET AT 4.0 OZ. (6.9" W.C.) 962 MBH WITH 200 FT. TOTAL DEVELOPED LENGTH. 9. ROOF PORTAL FOR GAS OR CONDENSATE PIPE PENETRATION; RPS MODEL RL -2A, 12X12X11 WITH CAP MODEL NG2. 10. EXISTING RTU -2 TO REMAIN ON ROOF; MODEL: AAON RN -013-8. FIELD VERIFY UNIT IS IN PROPER WORKING CONDITION AND REPLACE ANY ACCESSORIES PER MANUFACTURER'S RECOMMENDATION. REBALANCE EXISTING SUPPLY AIR BALANCE TO 4000 CFM AND OUTSIDE AIR BALANCE TO 1200 CFM. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. A STORE NO. m uiO 'w z Lu DOCUMENT DATE: �'o�$au�_UZ�o J D W OyK WS WK� DRAWN BY: JSB OL oN��d"NZ �- O I"'JFtA d' o. Q N OF-O� O�N 9 Z U I -w - L F- W r S(n 3W tOZ W W ZLQF J z�3.oa���Fir� 0 4a d c� > O 0 t5 0 0¢ 6 R.¢ U STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: JKR DRAWN BY: JSB PROTO CYCLE: MECHANICAL PLANS SHEET: M 2 a w co 0 0 z 0 0-9 � CO U � c J cc LLa CIS (D J Lo r CO O � O 6i N O N M �o LL.� LOUVER SCHEDULE MARK AIR DEVICE SCHEDULE MODEL I LOCATION SIZE (IN.) TYPE MAX. AIRFLOW RATE (CFM) NECK MODULE MAX. AIRFLOW STATIC PRESSURE THROW @50 MAXIMUM I RCC -S THROW 6"0 EXHAUST 222 MARK MANUFACTURER MODEL SERVICE SIZE (IN.) SIZE RATE (CFM) DROP (IN H2O) FPM (FT) NC RATING PATTERN DIRECTION MATERIAL BORDER NOTES A NAILOR UNI SUPPLY 10"0 24"X24" 382 0.09 12.0 18 4 -WAY HORIZONTAL STEEL LAY -1N 1-5 B NAILOR 5145H RETURN 22"X22" 24"X24" 1268 0.05 - - 20 - - - - STEEL LAY -IN 1-5 GENERAL NOTES: A. NOT ALL AIR DEVICES LISTED MAY BE USED ON PLANS. NOTES: 1. BORDER TYPES SHALL BE COMPATIBLE WITH ARCHITECTURAL CEILING TYPE FOR THE ROOM IN WHICH THE AIR DEVICE IS LOCATED. 2. SEE HVAC PLANS FOR LOCATION AND AIR QUANTITIES OF EACH AIR DEVICE. 3. ALL AIR DEVICES SHALL BE TESTED IN ACCORDANCE WITH ASHRAE STANDARD 70-91. 4. NC VALUES ARE BASED UPON A 10 dB ROOM ATTENUATION. 5. OWNER PROVIDED AND CONTRACTOR INSTALLED. REFER TO SPECIFICATIONS LOUVER SCHEDULE MARK MANUFACTURER MODEL I LOCATION SIZE (IN.) TYPE MAX. AIRFLOW RATE (CFM) STATIC PRESSURE DROP (IN H2O) FREE AREA (SQ. FT.) AIR VELOCITY NOTES EAL-01 " SEIHO I RCC -S I EXTERIOR WALL 6"0 EXHAUST 222 0.25 0.16 1387 1 1. OWNER PROVIDED FOR INSTALLATION BY MECHANICAL CONTRACTOR. PROJECT SCHEDULE NAME LOCATION OUTSIDE AIR ALTITUDE (FT) NOTES HEATING SEASON DB (°F) COOLING SEASON DB/WB (°F) LOVE'S TRAVEL STOP FORT PIERCE, FL 45 92/79 16.4 170 WEST COTTAGE AVE PIPE SEE NOTE 5,8 DUCTWORK\ RECTANGULAR, SUPPORT ROUND, OR OVAL FLEXIBLE DUCT SPIN COLLAR METAL CLAMP -7 N' JOINT RECTANGULAR DUCTWORK SHOWN SINGLE BLADE-� DAMPER NOTES: 1. SUPPORT AS REQUIRED 2. BAND FLEX TO COLLAR 1/2" MIN FROM OUTBOARD END OF COLLAR 3. INSTALL SPIN COLLAR DAMPER IN OPEN POSITION; FINAL ADJUSTMENT BY TAB CONTRACTOR 4. BULL FLEXIBLE DUCTWORK INSULATION UP TO END OF SPIN COLLAR AT EDGE OF RECTANGULAR DUCTWORK; SEAL VAPOR BARRIER W/GREY TAPE TO PREVENT MOISTURE MIGRATION 5. PROVIDE EXTENSION RODS TO ACCOMMODATE INSULATION, PULL TO EDGE OF DUCTWORK AS REQD AND SEAL TO EFFECT VAPOR BARRIER 6. POP RIVET OR SHEET METAL SCREWS, MIN 3 EA AT 120 INTERVALS, CONNECTING STOVEPIPE TO COLLAR. ENSURE RIVETS OR SCREWS DO NOT INTERFERE W/DAMPER 7. TAPE AND SEAL ALL JOINTS TO PREVENT LEAKAGE 8. INSTALL LOCKING QUADRANT AND HANDLE ON BOTTOM OF DUCT FOR EASY SERVICE (SHOWN ON TOP FOR EASE OF ILLUSTRATION ONLY) 9. INSTALL PER SMACNA AND ALL LOCAL CODES SPIN COLLAR FLEXIBLE DUCT CONNECTOR WITH DAMPER SCALE: N.T.S. MAIN TRUNK DUCT 3 LAY -IN SUSPENDED 4 CEILING 5 NOTES: 1. SPIN COLLAR TYPE CONNECTOR, EXTERNALLY INSULATED, WITH VOLUME DAMPER AND DAMPER LOCK, RE: DETAIL G BELOW. 2. PRE -INSULATED FLEX DUCT AS REQUIRED. INSTALLED, PERMANENTLY SEALED AND SUPPORTED TO PREVENT KINKING AND SHARP TURNS. 3. ROUND TO SQUARE ADAPTER AS REQUIRED 4. LAY -IN -TYPE CEILING DIFFUSER WITHOUT VOLUME DAMPER. 5. PROVIDE 1 1/2" THICK INSULATION; FOIL BACKED MINERAL WOOL JACKET TO COMPLETELY COVER DIFFUSER CONE FOIL TO CONE WITH FIBER REINFORCED FOIL BACKED TAPE. 6.1-900 TURN ALLOWED 7. MAXIMUM FLEX LENGTH NOT TO EXCEED 10'-0" �TY1C�LFLE�lBLE�CT1FS� SCALE: N.T.S. R DETAIL EXTRA LAYER OF MEMBRANE OR WALKING PAD, SEE ARCHITECTURAL ROOFING SPECIFICATIONS SUPPORT F EXTERIOR WRA LAY -IN CEILING OR ROOF MOUNTED PIPE TTING REFER TO PLANS FOR DUCT SIZE (EXTERNAL INSULATION NOT SHOWN) SCE MOUNT �,.N GRILLE (REFER TO SCHEDULES) TYPICAL SURFACE MOUNT RETURN GRILLE SECURE WIRE 10" DIA. MAX. LOAD RATED FASTENERS 24" DIA. MAX. LOAD RATED FASTENERS HANGER BAND OF SAME SIZE AS HANGER STAP HANGER RODS WIRES, OR STRAPS OVER 50" DIA 50" DIA. MAX. MINIMUM HANGER SIZES FOR ROUND DUCT NOTES: DIA. ROOF PIPE DIAMETER IRE ROD SUPPORT SCHEDULE 1. SUPPORTED PIPE AT ALL ELBOWS MIRO INDUSTRIES, INC.. 12' (1) 12 GA. AND AT SPACING SPECIFIED 170 WEST COTTAGE AVE PIPE MAXIMUM 2. PIPE SUPPORT BLOCK SHALL BE SANDY, UTAH 84070 SIZE SPACING A MINIMUM OF ONE PIPE SIZE (801) 566-3680 12' (2) 10 GA. LARGER THAN PIPE 1" 6' - 0" 3. DO NOT ATTACH PIPESTANDS TO (2) 8 GA. '11/411 61-011 ROOF 37-50" '1 1 /2" 61-0-1 (2) 3/8" (2)1 "X20 GA. 2" 61-011 -- (2) 3/8" -RAH -7 2 1/2" 8' - 0" "3 --- 3" 81-011 (2)1"X16 GA. 4" 8' - 0" R DETAIL EXTRA LAYER OF MEMBRANE OR WALKING PAD, SEE ARCHITECTURAL ROOFING SPECIFICATIONS SUPPORT F EXTERIOR WRA LAY -IN CEILING OR ROOF MOUNTED PIPE TTING REFER TO PLANS FOR DUCT SIZE (EXTERNAL INSULATION NOT SHOWN) SCE MOUNT �,.N GRILLE (REFER TO SCHEDULES) TYPICAL SURFACE MOUNT RETURN GRILLE SECURE WIRE 10" DIA. MAX. LOAD RATED FASTENERS 24" DIA. MAX. LOAD RATED FASTENERS HANGER BAND OF SAME SIZE AS HANGER STAP HANGER RODS WIRES, OR STRAPS OVER 50" DIA 50" DIA. MAX. NOTES: 1. STRAPS ARE GALVANIZED STEEL; RODS ARE UNCOATED OR GALVANIZE STEEL; WIRE IS BLACK ANNEALED, BRIGHT BASIC OR GALVANIZED STEEL; ALL ARE ALTERNATIVES. 2. TABULATED DATA ROM 1985 SMACNA STANDARDS ALLOWS FOR DUCT REINFORCING AND INSULATION, BUT NO EXTERNAL LOAD. 3. HANGERS MUST NOT DEFORM DUCT SHAPE. ROUND DUCT HANGER SPACING .T.S. ` ' J SCALE: N.T.S. HARRISON FRENCH & ASSOCIATES LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com MINIMUM HANGER SIZES FOR ROUND DUCT W DIA. SPACING DIAMETER IRE ROD U0, STRAP 10"DN 12' (1) 12 GA. 1/411 0 Z �O n12 J! -N y 1 "X22 GA. 11-18" 12' (2) 12 GA. OR (1)8 GA. 1/4" r �w�azdorzo�d�.�g�o 1"X22 GA. 19-24" 12' (2) 10 GA. 1/4" 1"X22 GA. 25-36" 12' (2) 8 GA. 3/8" 1 "X20 GA. 37-50" 12' --- (2) 3/8" (2)1 "X20 GA. 51-60" 12' -- (2) 3/8" (2)1"X18 GA. 61-84" 12' --- (2) 3/8" (2)1"X16 GA. NOTES: 1. STRAPS ARE GALVANIZED STEEL; RODS ARE UNCOATED OR GALVANIZE STEEL; WIRE IS BLACK ANNEALED, BRIGHT BASIC OR GALVANIZED STEEL; ALL ARE ALTERNATIVES. 2. TABULATED DATA ROM 1985 SMACNA STANDARDS ALLOWS FOR DUCT REINFORCING AND INSULATION, BUT NO EXTERNAL LOAD. 3. HANGERS MUST NOT DEFORM DUCT SHAPE. ROUND DUCT HANGER SPACING .T.S. ` ' J SCALE: N.T.S. HARRISON FRENCH & ASSOCIATES LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com ����\`\\`\ CUTER//����� 72212 -o STATE OF ,f,` /ONAL Greg Schluterman, P.E. License #72212 Harrison French & Associates, LTD COA #26421 ISSUE BLOCK STORE N0. NO N m �Z> W OZuia0ZN U) ¢ 'w, 0 w U0, PROTO CYCLE: 0 V_ 0_0n0 ynax i„_ no 1ld'10�� 0 0 Z �O n12 J! -N y O Z EI- rtNWWOZ W WFx =L3a�1WZQda=03W r �w�azdorzo�d�.�g�o u¢-WOH �0i2` =dc�� ����\`\\`\ CUTER//����� 72212 -o STATE OF ,f,` /ONAL Greg Schluterman, P.E. License #72212 Harrison French & Associates, LTD COA #26421 ISSUE BLOCK STORE N0. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: JKR DRAWN BY: JSB PROTO CYCLE: MECHANICAL DETAILS & SCHEDULES SHEET: M3 3 ti CL LL a Lu 0 0 0 z 0 a9 U J L (6L N .fl C N H O N 0 iv LL_ '. 0 � � o J LO ti r CC) O O N N (+> L6 O .ND M O Ll c DEMO EXISTING DOWNSPOUT. EXTEND DRAIN PIPE ABOVE NEW CEILING. FIELD VERIFY LOCATION. a4KEY PLAN SCALE: 1/16" = V-0" ROUTE 4" ROOF DRAIN PIPE DOWN IN CHASE, THRU THE SLAB, AND OUT OF THE BUILDING. CONNECT TO EXISTING STORM SEWER. COORDINATE WITH EXTERIOR FOOTING. FIELD VERIFY EXACT LOCATION. 4" LEADE II II II l i i I if ROUTE SECONDARY 4" ROOF DRAIN PIPE HIGH OUT OF THE BUILDING TO DISCHARGE ONTO GROUND WITH DISCHARGE COVER SIMILAR TO JAY R SMITH MODEL 1770. COORDINATE DRAIN LOCATION WITH LOVE'S CONSTRUCTION MANAGER. ROUTE 4" PRIMARY AND SECONDARY ROOF DRAIN PIPING BETWEEN CEILING AND STRUCTURAL BEAM AT 1/4"/FT SLOPE. (TYP) WC ETR LAUNDRY ROOM ROOF DRAIN PLAN SCALE: 1/4" = V-0" -T- 1-1/2"V )_1 LAUNDRY ROOM ADDITION WASTE AND VENT RISER MECHANICAL CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR TO MAINTAIN ALL UNDERGROUND MECHANICAL UTILITIES IN VICINITY OF BUILDING EXPANSION. FIELD VERIFY FIXTURE LOCATIONS. MAKE FIELD ADJUSTMENTS TO CONNECT TO EXISTING SEWER AS NECESSARY. INSPECT AND TEST ALL EXISTING SANITARY SEWER LINES. REPAIR AND/OR REPLACE AS REQUIRED. SNAKE -OUT EXISTING SANITARY LINE. FIELD VERIFY THE EXISTING INVERT DEPTH. CONTACT ENGINEER FOR POSSIBLE REDESIGN IF INVERT DEPTH IS TOO SHALLOW FOR ADDITION. 3 P2 O CO -1 A LAUNDRY ROOM ADDITION WASTE AND VENT PLAN ISCALE: 1/4" = V-0" GENERAL NOTES 1. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE BASE BUILDING SPECIFICATION AND WITH THE LATEST EDITION OF THE PREVAILING STATE MECHANICAL/PLUMBING AND BUILDING CODES AS WELL AS ALL REGULATIONS THAT MAY APPLY. IN CASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNING CODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY. 2. INSTALL ALL REQUIRED CLEANOUTS TO CLEAR EQUIPMENT AND FIXTURES. 3. SANITARY AND VENT PIPING SHALL BE SCHEDULE 40 PVC WITH INSTALLATION IN ACCORDANCE WITH ASTM D-232:1; ALL FITTINGS SHALL BE APPROVED SANITARY TYPE. 4. ALL FIXTURES ARE PROVIDED WITH STANDARD TRAP AND CLEANOUT (NOT SHOWN). 5. ALL WORK SHALL BE PROPERLY TESTED, BALANCED, CLEANED AND DISINFECTED. PROVIDE A ONE YEAR WARRANTY FROM DATE OF FINAL INSPECTION ON ALL PARTS AND LABOR. 6. ALL WASTE PIPING WO AND SMALLER SHALL BE SLOPED AT 1/4" PER FT. PIPING LARGER THAN WO SHALL BE SLOPED AT 1/8 PER FT. 7. REFER TO PLUMBING FIXTURE SCHEDULE FOR FIXTURE SPECIFICATIONS. 8. UNDERFLOOR PLUMBING IS SHOWN SCHEMATICALLY FOR VIEWING PURPOSES ONLY; DURING INSTALLATIONFIELD MODIFICATIONS TO ROUTING MAY BE REQUIRED. 9. TERMINATE PLUMBING VENTS AT A MINIMUM OF 10 FEET FROM ALL AIR HANDLING EQUIPMENT INTAKE VENTS. 10. CONTRACTOR SHALL VERIFY LOCAL CODE REQUIREMENTS FOR INDIRECT CONNECTIONS FOR FOOD PREP AREAS. CONNECTIONS SHALL BE PROVIDED WITH A MINIMUM 1" AIR GAP. UNLESS REQUIRED OTHERWISE BY LOCAL HEALTH DEPARTMENT. 11. ALL FLOOR DRAINS SHALL HAVE DEEP SEAL P -TRAPS. 12. CONTRACTOR SHALL PROVIDE AND INSTALL APPROPRIATE SLEEVES AND/OR CAULKING AT ALL PENETRATIONS TO ENSURE FIRE RATING IS MAINTAINED. 13. NO PIPING SHOULD RUN EXPOSED IN FINISHED AREAS. 14. DOMESTIC WATER SERVICE PIPE 4" AND SMALLER ABOVE SLAB SHALL BE TYPE "L" HARD DRAWN ASTM B88 COPPER TUBE. 15. INSULATE ALL WATER PIPING EXCEPT EXPOSED TO FIXTURES WITH 1" FIBERGLASS INSULATION WITH NON-COMBUSTIBLE UL RATED VAPOR BARRIER OR CLOSED CELL FLEXIBLE INSULATION EQUAL TO ARMAFLEX IL 16. RUN -OUT SIZES TO INDIVIDUAL PLUMBING FIXTURES TO BE EQUAL TO ROUGH -IN SIZE NOTED IN THE PLUMBING FIXTURE ROUGH -IN SCHEDULE. SHEET P2. 17. PLUMBING/PIPING IS SHOWN SCHEMATICALLY FOR VIEWING PURPOSES ONLY. DURING INSTALLATION FIELD MODIFICATIONS TO ROUTING MAY BE REQUIRED. XK KEYNOTES 1. EXISTING PIPING TO REMAIN. FIELD VERIFY EXACT LOCATION. 2. CONNECT TO EXISTING VENT PIPE OF EQUAL OR LARGER SIZE. FIELD VERIFY SIZE AND LOCATION. 3. CONNECT TO EXISTING WASTE LINE AS NOTED ON PLAN OF EQUAL OR LARGER SIZE. FIELD VERIFY SIZE, LOCATION, INVERT ELEVATION, AND FLOW DIRECTION. 4. CONNECT EXISTING ROOF DRAIN TO NEW PIPING AND EXTEND TO NEW DROP IN ADDITION WALL. PROVIDE NEW CLEANOUTS WHERE SHOWN. DEMO EXISTING PIPING WHERE NECESSARY. 5. PROVIDE CLEANOUT X FROM EXTERIOR WALL. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. It UJ 00 UM LL J U- 0 A W o m z W w� z U) 0 w O N LL O w� a y ®r..—D 40 y O 0 72212 STATE OF �F O� L Ooft ���jO/��, ONAL %llillllllll Greg Schluterman, P.E. License #72212 Harrison French & Associates, LTD COA #26421 STORE NO. lw 0 N m Z Y w z = O W O O S W d CHECKED BY: z w W = ¢¢Q K Wp �, ' O O yz p 0 0�,„o< W¢� o��"� U- 8, �of ,26-M0z3 Z O j2'o.=yo0u� o ng �d}¢�.,ou'0 6�OZ W W U VWi 88 w W �.O z Eq W g z� =�oa��=��o a a} a ww�w l_n ZQZ Ii��oZOi,iy�� �OU�006iiK�U It UJ 00 UM LL J U- 0 A W o m z W w� z U) 0 w O N LL O w� a y ®r..—D 40 y O 0 72212 STATE OF �F O� L Ooft ���jO/��, ONAL %llillllllll Greg Schluterman, P.E. License #72212 Harrison French & Associates, LTD COA #26421 STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: JKR DRAWN BY: JSB PROTO CYCLE: SHEET: Pi . 1 U W N 93 - Lu U) 0 O. ca z 0 Q U to U J 7 LL R N .Q ^o LLL d J ti O CD O N a� N c. j L C � O U— KEY PLAN 4 SCALE: 1/16 V-0" O O WC �— 1-1/2"NAT DN ETR �] TO WATER HEATERS WC i0i 0 ETR 2"NAT DN TO �_J WATER DWH-4O HEATERS ETR o 2"CW ETR SH OLAV 1-1/2"HW ETR ETR ETR 2 P2 DEMO PIPINi SHOWN DAE LAUNDRY ROOM ADDITION WATER RISER 3 SCALE: N.T.S. MECHANICAL CONTRACTOR TO COORDINATE WITH GENERAL CONTRACTOR TO MAINTAIN ALL UNDERGROUND MECHANICAL UTILITIES IN VICINITY OF BUILDING EXPANSION. FIELD VERIFY FIXTURE LOCATIONS. MAKE FIELD ADJUSTMENTS TO CONNECT TO EXISTING SEWER AS NECESSARY. INSPECT AND TEST ALL EXISTING SANITARY SEWER LINES. REPAIR AND/OR REPLACE AS REQUIRED. SNAKE -OUT EXISTING SANITARY LINE. FIELD VERIFY THE EXISTING INVERT DEPTH. CONTACT ENGINEER FOR POSSIBLE REDESIGN IF INVERT DEPTH IS TOO SHALLOW FOR ADDITION. TYP. 1 P2 UT -1 EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL - EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. a2 WATER HEATER PLAN LAUNDRY ROOM ADDITION WATER PLAN SCALE: 1/4" = V-0" SCALE: 1/4" = V-0.. STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: JKR DRAWN BY: JSB PROTO CYCLE: SHEET: P1.2 3 a LO cl> x U w IL LL m 0 U 0 0 z 0 Q U c v ccL a) L N a ;o LL LC J N ti N co O � o y N O N t7 L O � O LL c PLUMBING FIXTURE SCHEDULE MARK FIXTURE WATER WASTE VENT DESCRIPTION NOTES COLD I HOT RUNOUT CONN. RUNOUT CONN. RUNOUT " CONN. UT -1 WASHER BOX 3/4" 3/4" 3/4" 3/4" - - - 2" - - - OATEY 38478 WASHER UTILITY BOX WITH 1/4 TURN BALL VALVES WITH WATER HAMMER ARRESTOR COPPER SWEAT, 2 HOUR FIRE RATING. EFF (%) NOTES: 1. FIXTURE SHALL BE PROVIDED BY LOVES, CONTRACTOR INSTALLED. CONTRACTOR TO PROVIDE ALL ACCESSORIES THAT ARE REQUIRED FOR FULL INSTALLATION OF THESE PLUMBING FIXTURES (SUCH AS: INSULATION, ANGLE VALVES, P -TRAPS, ETC.) 2. CONTRACTOR SHALL PAINT THE HEAD AND NOZZLE ASSEMBLY YELLOW AND LABEL THE HYDRANT WITH A 12" YELLOW FIELD & 1-1/4" BLACK LETTERS WITH THE FOLLOWING PHRASE: "CAUTION: NONPOTABLE WATER, DO NOT DRINK." SPECIALTY PLUMBING FIXTURE SCHEDULE MARK FIXTURE MAUNFACTURER MODEL DESCRIPTION CO -1 EXTERIOR CLEANOUT JAY R. SMITH 4250 HEAVY DUTY DURACOAT CAST IRON BODY WITH DOUBLE FLANGE HOUSING AND SCORIATED CAST IRON FREQUENCY WEIGHT PROVIDE ANOTHER WHA IN MIDDLE, EACH MARK COVER WITH LIFTING DEVICE SECURED WITH COUNTERSUNK SCREWS. CO -2 INTERIOR CLEANOUT JAY R. SMITH 4422 LINE TYPE WITH LACQUERED CAST IRON BODY AND ROUND EPDXY COATED GASKETED COVER, AND EFF (%) COLD WATER SUPPLY (HZ) IF HORIZONTAL BRANCH 1S LESS ROUND STAINLESS STEEL ACCESS COVER SECURED WITH MACHINE SCREW. CO -3 INTERIOR CLEANOUT JAY R. SMITH 4141 LACQUERED CAST IRON BODY WITH ANCHOR FLANGE, REVERSIBLE CLAMPING COLLAR, THREADED TOP I TANKLESS THAN 20' LONG, PROVIDE ONE 95 120/1/2 ASSEMBLY AND ROUND GASKETED SCORED COVER IN SERVICE AREAS AND ROUND GASKETED 68 WHA AT END OF LINE. NOTES: DEPRESSED COVER TO ACCEPT FLOOR FINISH IN FINISHED FLOOR AREA. FD -1 FLOOR DRAIN WATTS FD12-R-6R ASME Al 12.21.1 M, ON GRADE PVC TWO PIECE BODY WITH ADJUSTABLE 6" DIAMETER SATIN NICKEL CW FIXTURES UNITS HW FIXTURE UNITS 5. TAG BRONZE STRAINER, AND 2" OUTLET SIZE. RD -1 ROOF DRAIN WATTS RD -300 COATED CAST IRON BODY, BOTTOM OUTLET, NO -HUB ROOF DRAIN WITH CAST OR DUCTILE - PROVIDE VENTING ACCESSORY VK3-H-PVC FOR SIDEWALL INSTALLATION OR VK3-PVC-VAS FOR ROOF INSTALLATION. WHA A IRON DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION (OR EXTENSION SIZED FOR ROOF 1 - 11 TANK WATER CLOSET 5 INSULATION), SUMP RECIEVER AND UNDERDECK CLAMP. RD -2 ROOF DRAIN WATTS RD -300-R COATED CAST IRON BODY, BOTTOM OUTLET, NO -HUB ROOF DRAIN WITH CAST OR DUCTILE URINAL 5 - IRON DOME, MEMBRANE CLAMP, ADJUSTABLE EXTENSION (OR EXTENSION SIZED FOR ROOF WHA, SIZE "C" C 1" 33-60 INSULATION), SUMP RECIEVER AND UNDERDECK CLAMP. NOTES: 1. NOT ALL FIXTURES LISTED MAY BE USED ON PLANS 2. ALL FLOOR DRAINS, FLOOR SINKS, AND ROOF DRAINS SHALL BE PROVIDED AND INSTALLED BY THE PLUMBING CONTRACTOR. 3. SEE SPECIFICATION SECTION SHEET M1. AIR INTAKE EXHAUST VENT 2-1/2" GAS SUPPLY TO HW SUPPLY TYP OF 4 TYP OF 4 (3) WATER HEATERS TO SYSTEM PROVIDE DIRECT VENTING 1-1/2" HW AND AIR INTAKES PER MANUFACTURER'S THERMOSTATIC MIXING RECOMMENDATIONS TO VALVE (BRADLEY S59-3080) OUTSIDE OF BUILDING. WH WH WH TYP OF 4 DWH-4 BALL VALVE, i ETR ETR ETR TYP. NEW 1-1/2" GAS SUPPLY TO i a 01 o, a a a 010-1 a a s (1) WATER HEATER CW SUPPLY TO THE -"-I G I: -G T - T-G� a CW SUPPLY TO THERMOSTATIC MIXING VALVE WATER HEATERS - - - THERMOSTAT,A - - CHECKVALVE, TYP TYP OF 1 1/2" 1 1/2" 1 1/2" EXPANSION TANK HW RECIRCULATION 3/4" HWR LINE TO WATER HEATERS _ AQUASTAT PROVIDE EACH WH1 WITH 6" DIRT LEG, ROUTE CONDENSATE TO AN RECIRCULATION SHUT-OFF VALVE, AND FLEXIBLE CONNECTION. I APPROVED RECEPTOR PER AHJ. PUMP' FIELD VERIFY EXISTING EQUIPMENT REMOVE/DEMO EXISTING WATER FIELD VERIFY ALL SCHEMATIC IS SHOWN IN LOCATION AND SIZES. INSTALL WATER HEATER, RECIRCULATION PUMP(S), FIXTURES RECEIVING HW SIMPLISTIC FORM. STAGGER HEATERS, VENTING, AIR INTAKE, AND THERMOSTATIC MIXING VALVE, HAVE A THERMOSTATIC HEIGHT OF WATER HEATERS ALL PIPING PER MANUFACTURER'S AND EQUIPMENT ASSOCIATED WITH MIXING VALVE FOR CODE TO MEET MANUFACTURER'S RECOMMENDATIONS. I I THE EXISTING WATER HEATER. j I COMPLIANCE. CLEARANCE REQUIREMENTS. WATER HEATER SCHEMATIC HOSE 3/4" HW BIBBS WATER HAMMER ARRESTER SIZE "B" (TYP OF 2) 42" PLUMBING LEGEND WATER HEATER SCHEDULE WATER HAMMER ARRESTOR SIZING — — — VENT LINE W SANITARY SEWER IF BRANCH 1S GREATER THAN 20' LONG, INPUT - - DOMESTIC HOT WATER FREQUENCY WEIGHT PROVIDE ANOTHER WHA IN MIDDLE, EACH MARK AREA SERVED MANUFACTURER MODEL LOCATION SIZED FOR HALF THE FIXTURE UNITS. (MBH) EFF (%) COLD WATER SUPPLY (HZ) IF HORIZONTAL BRANCH 1S LESS NOTES DWH-4 BUILDING HOT WATER NORITZ NCC1991-CDV-NG MECH. CLOSET I TANKLESS THAN 20' LONG, PROVIDE ONE 95 120/1/2 60 68 WHA AT END OF LINE. NOTES: 1. PROVIDE UL CATEGORY III COMBUSTION AIR AND VENT PIPING. MULTIPLE FIXTURE ARRANGEMENT PROVIDE 3/4 THD ISOLATION VALVE KIT W/ MALE 500K BTU PRESS RELIEF VLV MODEL NORITZ IK-WV-200-1-TH-LF. 3. FIXTURE CW FIXTURES UNITS HW FIXTURE UNITS 5. TAG PDI SIZE PIPE SIZE MAX FIXTURE UNITS VALVE WATER CLOSET 10 PROVIDE AQUASTAT CONTROLLER FOR RESIDENTIAL COMBUSTION MODEL HONEYWELL L6006C1018. - PROVIDE VENTING ACCESSORY VK3-H-PVC FOR SIDEWALL INSTALLATION OR VK3-PVC-VAS FOR ROOF INSTALLATION. WHA A 1/2" 1 - 11 TANK WATER CLOSET 5 - WHA, SIZE "B" B 3/4" 12-32 URINAL 5 - WHA, SIZE "C" C 1" 33-60 LAVATORY/SINK 1.5 1.5 WHA, SIZE "D" D 1 1/4" 61-113 JANITOR SINK 3 3 WHA, SIZE "E" E 1 1/2" 114-154 SHOWER BATH TUB 2 2 WHA, SIZE "F" F 2" 154-330 AIR INTAKE EXHAUST VENT 2-1/2" GAS SUPPLY TO HW SUPPLY TYP OF 4 TYP OF 4 (3) WATER HEATERS TO SYSTEM PROVIDE DIRECT VENTING 1-1/2" HW AND AIR INTAKES PER MANUFACTURER'S THERMOSTATIC MIXING RECOMMENDATIONS TO VALVE (BRADLEY S59-3080) OUTSIDE OF BUILDING. WH WH WH TYP OF 4 DWH-4 BALL VALVE, i ETR ETR ETR TYP. NEW 1-1/2" GAS SUPPLY TO i a 01 o, a a a 010-1 a a s (1) WATER HEATER CW SUPPLY TO THE -"-I G I: -G T - T-G� a CW SUPPLY TO THERMOSTATIC MIXING VALVE WATER HEATERS - - - THERMOSTAT,A - - CHECKVALVE, TYP TYP OF 1 1/2" 1 1/2" 1 1/2" EXPANSION TANK HW RECIRCULATION 3/4" HWR LINE TO WATER HEATERS _ AQUASTAT PROVIDE EACH WH1 WITH 6" DIRT LEG, ROUTE CONDENSATE TO AN RECIRCULATION SHUT-OFF VALVE, AND FLEXIBLE CONNECTION. I APPROVED RECEPTOR PER AHJ. PUMP' FIELD VERIFY EXISTING EQUIPMENT REMOVE/DEMO EXISTING WATER FIELD VERIFY ALL SCHEMATIC IS SHOWN IN LOCATION AND SIZES. INSTALL WATER HEATER, RECIRCULATION PUMP(S), FIXTURES RECEIVING HW SIMPLISTIC FORM. STAGGER HEATERS, VENTING, AIR INTAKE, AND THERMOSTATIC MIXING VALVE, HAVE A THERMOSTATIC HEIGHT OF WATER HEATERS ALL PIPING PER MANUFACTURER'S AND EQUIPMENT ASSOCIATED WITH MIXING VALVE FOR CODE TO MEET MANUFACTURER'S RECOMMENDATIONS. I I THE EXISTING WATER HEATER. j I COMPLIANCE. CLEARANCE REQUIREMENTS. WATER HEATER SCHEMATIC HOSE 3/4" HW BIBBS WATER HAMMER ARRESTER SIZE "B" (TYP OF 2) 42" PLUMBING LEGEND WATER HEATER SCHEDULE DESCRIPTION — — — VENT LINE W SANITARY SEWER - INPUT - - DOMESTIC HOT WATER FREQUENCY WEIGHT I[- CO -2 MARK AREA SERVED MANUFACTURER MODEL LOCATION TYPE (MBH) EFF (%) (VOLT/PH/AMP) (HZ) (LBS) NOTES DWH-4 BUILDING HOT WATER NORITZ NCC1991-CDV-NG MECH. CLOSET I TANKLESS 199 95 120/1/2 60 68 1-10 NOTES: 1. PROVIDE UL CATEGORY III COMBUSTION AIR AND VENT PIPING. 2. PROVIDE 3/4 THD ISOLATION VALVE KIT W/ MALE 500K BTU PRESS RELIEF VLV MODEL NORITZ IK-WV-200-1-TH-LF. 3. PROVIDE SYSTEM CONTROLLER MODEL NORITZ SC -301-6M. 4. PROVIDE 4.5GAL EXPANSION TANK MODEL WILKENS XT -18. 5. PROVIDE WITH MIXING VALVE STATION BRADLEY S59-3080 6. PROVIDE 1/8HP RECIRCULATION PUMP MODEL TACO 009-SF5-IFC. 7. PROVIDE 3/4' FLANGE PACK MODEL TACO 110-251 SF. 8. PROVIDE AQUASTAT CONTROLLER FOR RESIDENTIAL COMBUSTION MODEL HONEYWELL L6006C1018. 9. PROVIDE VENTING ACCESSORY VK3-H-PVC FOR SIDEWALL INSTALLATION OR VK3-PVC-VAS FOR ROOF INSTALLATION. 10. OWNER PROVIDED FOR CONTRACTOR INSTALLATION. AIR INTAKE EXHAUST VENT 2-1/2" GAS SUPPLY TO HW SUPPLY TYP OF 4 TYP OF 4 (3) WATER HEATERS TO SYSTEM PROVIDE DIRECT VENTING 1-1/2" HW AND AIR INTAKES PER MANUFACTURER'S THERMOSTATIC MIXING RECOMMENDATIONS TO VALVE (BRADLEY S59-3080) OUTSIDE OF BUILDING. WH WH WH TYP OF 4 DWH-4 BALL VALVE, i ETR ETR ETR TYP. NEW 1-1/2" GAS SUPPLY TO i a 01 o, a a a 010-1 a a s (1) WATER HEATER CW SUPPLY TO THE -"-I G I: -G T - T-G� a CW SUPPLY TO THERMOSTATIC MIXING VALVE WATER HEATERS - - - THERMOSTAT,A - - CHECKVALVE, TYP TYP OF 1 1/2" 1 1/2" 1 1/2" EXPANSION TANK HW RECIRCULATION 3/4" HWR LINE TO WATER HEATERS _ AQUASTAT PROVIDE EACH WH1 WITH 6" DIRT LEG, ROUTE CONDENSATE TO AN RECIRCULATION SHUT-OFF VALVE, AND FLEXIBLE CONNECTION. I APPROVED RECEPTOR PER AHJ. PUMP' FIELD VERIFY EXISTING EQUIPMENT REMOVE/DEMO EXISTING WATER FIELD VERIFY ALL SCHEMATIC IS SHOWN IN LOCATION AND SIZES. INSTALL WATER HEATER, RECIRCULATION PUMP(S), FIXTURES RECEIVING HW SIMPLISTIC FORM. STAGGER HEATERS, VENTING, AIR INTAKE, AND THERMOSTATIC MIXING VALVE, HAVE A THERMOSTATIC HEIGHT OF WATER HEATERS ALL PIPING PER MANUFACTURER'S AND EQUIPMENT ASSOCIATED WITH MIXING VALVE FOR CODE TO MEET MANUFACTURER'S RECOMMENDATIONS. I I THE EXISTING WATER HEATER. j I COMPLIANCE. CLEARANCE REQUIREMENTS. WATER HEATER SCHEMATIC HOSE 3/4" HW BIBBS WATER HAMMER ARRESTER SIZE "B" (TYP OF 2) 42" PLUMBING LEGEND LINETYPE/SYMBOL DESCRIPTION — — — VENT LINE W SANITARY SEWER - DOMESTIC COLD WATER - - DOMESTIC HOT WATER _ - - DOMESTIC HOT WATER RETURN I[- CO -2 WALL CLEAN OUT 14 CONNECT TO EXISTING ETR EXISTING TO REMAIN 3/4" CW I I 1 1/2" VENT I � I i 2" DRAIN CONNECTION W/ P -TRAP F_ 12" ,I ,I WASHER UTILITY B L J SCALE: N.T.S. SCALE: N.T.S. — 2" WASTE FINISHED FLOOR OX DETAIL STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: JKR DRAWN BY: JSB PROTO CYCLE: SHEET: P2 3 -a C0 0 z w Z LU 0 z 0 U U w CL W U 6: U w J w w 0 CL w U 0 0 z 0 U R co v J LL. a� U T 4- N N 0 J Co v. v o N 0 N Cj C6 o N M - O LL S GENERAL SPECIFICATIONS INTRODUCTION THE CONTRACTING FOR INSTALLATION OF THE ELECTRICAL SYSTEM WILL BE ACCOMPLISHED IN THE FIELD AT THE DIVISION LEVEL. THESE SPECIFICATIONS ARE TO AID IN PREPARATION OF DIVISION LEVEL STORE PLANS AND CONTRACT DOCUMENTS. IN CASE OFA CONFLICT BETWEEN THIS SPECIFICATION AND THE CONTRACT DOCUMENTS PROVIDED BY THE DIVISION CONSTRUCTION MANAGER, THE DIVISION'S PLANS AND SPECIFICATIONS SHALL PREVAIL. DEFINITIONS THE FOLLOWING DEFINITIONS APPLY TO THIS PROJECT. FURNISH - TO SUPPLY THE MATERIAL NECESSARY TO PERFORM THE TASK. INSTALL - TO SUPPLY THE LABOR NECESSARY TO COMPLETE THE TASK. PROVIDE TO FURNISH AND INSTALL MATERIAL AND LABOR TO COMPLETE THE TASK. 1. SCOPE 1.1 E.C. TO PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT (U.N.O.) REQUIRED TO EXECUTE WORK PER NEC AND ALL APPLICABLE ELECTRICAL CODES IN FORCE AT THE TIME OF PROJECT COMPLETION. 1.2 THIS WORK INCLUDES, BUT IS NOT LIMITED TO: ELECTRICAL SERVICE AND DISTRIBUTION SYSTEMS, PANELBOARDS, DISCONNECT SWITCHES, LIGHTING FIXTURES, POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL EQUIPMENT REQUIRED FOR A COMPLETE SYSTEM. 1.3 E.C. TO VERIFY TYPE OF POWER SERVICE AVAILABLE (UNDERGROUND OR OVERHEAD) AND MAXIMUM SHORT CIRCUIT CURRENT PRIOR TO SUBMITTING A PROPOSAL. 1.4 E.C. TO PROVIDE PANELBOARD NAMEPLATES. PROVIDE LAMINATED PLASTIC NAMEPLATES WITH 3/4 INCH MINIMUM CONTRASTING -COLOR ENGRAVED LETTERS IDENTIFYING EACH PANELBOARD. 2. INSTALLATION 2.1 THE INSTALLATION SHALL COMPLY WITH ALL LAWS IN EFFECT AT THE TIME OF CONSTRUCTION APPLYING TO ELECTRICAL INSTALLATION, AND WITH THE REGULATIONS OF THE NEC, WHERE SUCH REGULATIONS DO NOT CONFLICT WITH THE LAWS IN EFFECT, AND WITH THE PUBLIC UTILITY COMPANY FURNISHING THE SERVICE. 2.1.1 THE E.C. SHALL UPGRADE THESE SPECIFICATIONS AS REQUIRED TO MEET COMPLIANCE WITH ALL APPLICABLE CODES IN EFFECT; HOWEVER, WHERE THESE SPECIFICATIONS MAKE STIPULATIONS OVER AND ABOVE THE MINIMUM REQUIREMENTS OF APPLICABLE CODES, THE CONTRACTOR SHALL NOT DOWN -GRADE THESE SPECIFICATIONS TO MINIMUM CODE REQUIREMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM THE EOR. 2.2 E.C. SHALL PROVIDE ALL REQUIRED ELECTRICAL CONDUIT AND WIRING FOR ALL MOTORS, MOTOR STARTERS AND ELECTRICAL CONTROLS, U.N.O. E.C. SHALL MAKE ALL LINE VOLTAGE ELECTRICAL CONNECTIONS AS REQUIRED FOR HVAC SYSTEMS. 2.5 WIRING 2.5.1 ALL WORK SHALL BE COMPLETED IN A NEAT AND WORKMAN -LIKE MANNER. THE E.C. SHALL CONTACT THE EOR SHOULD THIS PLAN REQUIRE MODIFICATION TO COMPLY WITH LOCAL CODES. 2.5.2 ALL CONDUCTORS SHALL BE RUN IN APPROVED METALLIC RACEWAY OR CONDUIT AND SHALL BE UNIFORMLY COLOR CODED THROUGHOUT THE ENTIRE SYSTEM. SPLICES, TAPS, AND TERMINALS SHALL BE MADE ONLY IN J BOXES, OUTLET BOXES AND PANELBOARDS. 2.5.3 THE E.C. SHALL ENSURE THE CONDUCTORS UTILIZED ARE IN KEEPING WITH GOOD PRACTICE FOR THE CIRCUIT/PROTECTIVE DEVICES EMPLOYED. THE NEUTRAL CONDUCTOR (WHERE USED) SHALL HAVE THE SAME AMPACITY AS THE ASSOCIATED PHASE. 2.5.4 THE E.C. SHALL ENSURE THAT CIRCUIT AMPACITY AND SHORT CIRCUIT/OVERLOAD PROTECTION IS APPROPRIATE FOR THE EQUIPMENT BEING INSTALLED. UL LISTING CONDITIONS SHALL BE OBSERVED. 2.5.5 TO COMPLY WITH NEC/UL LISTING CONDITIONS, ROOFTOP UNITS MAY BE SHOWN WITH FUSED DISCONNECT SWITCHES: 2.5.5.1 ALL FUSES SERVING MOTOR LOADS WILL BE OF THE DUAL ELEMENT TYPE. 2.5.5.2 DUE TO DIFFERENT INTERRUPTING CHARACTERISTICS, PANELBOARD CIRCUIT BREAKERS MAYBE RATED HIGHER THAN THE DUAL ELEMENT FUSES THEY SUPPLY TO ENSURE SUFFICIENT STARTING CURRENT. 3. TESTING AND INSPECTION 3.1 TESTING: 3.1.1 THE E.C. SHALL TEST, PRIOR TO ENERGIZING FOR THE FIRST TIME, ALL PIECES OF ELECTRICAL EQUIPMENT TO ASSURE THEY HAVE THE PROPER PHASE TO PHASE AND PHASE TO GROUND INSULATION AND TO BE FREE OF SHORTS. AFTER ENERGIZING, EACH LUMINAIRE SHALL BE LIT AND TESTED. 3.1.2 THE VARIOUS CIRCUITS SERVED FROM THE PANELBOARDS VARY IN LOADING. THE E.C. SHALL CAREFULLY BALANCE THE LOAD ON EACH LEG OF AT 100%, THE INITIAL UNBALANCE SHALL NOT EXCEED 10%. 4. INDUSTRY -STANDARDS 4.1 THE FOLLOWING IS A LIST OF ABBREVIATIONS USED IN THE ELECTRICAL NOTES AND SPECIFICATIONS. NEC .....................NATIONAL ELECTRIC CODE, REF. COVERSHEET FOR APPLICABLE VERSION NEMA..................NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION UL........................UNDERWRITERS LABORATORIES, INC. HVAC...................HEATING, VENTILATING AND AIR CONDITIONING IEEE ......................INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS GFCI.....................GROUND FAULT CIRCUIT INTERRUPTER AIC .......................AMPERES INTERRUPTING CAPACITY UNO.....................UNLESS NOTED OTHERWISE EC.........................ELECTRICAL CONTRACTOR GC.........................GENERAL CONTRACTOR G............................GROUND IG...........................ISOLATED GROUND WP.........................WEATHER PROOF COVERPLATE WR ......................... WEATHER 'RESISTANT RECEPTACLE ETR.........................EXISTING TO REMAIN RELO.........................RELOCATED WIRING METHODS PART 1- GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. WIRE AND CABLE. 2. CONDUIT. 3. OUTLET BOXES AND CONDUIT FITTINGS. 4. WIRING DEVICES. 1.2 REFERENCES A. THE PUBLICATIONS LISTED BELOW FORMA PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY THE BASIC DESIGNATION ONLY. B. NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): 1. NFPA 70 - NATIONAL ELECTRICAL CODE (NEC). C. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA): D. UNDERWRITERS LABORATORIES (UL): 1. UL 1569 - METAL CLAD CABLES. PART2- PRODUCTS 2.1 WIRE AND CABLE A. ELECTRICAL COMPONENTS AND DEVICES: LISTED AND LABELED AS DEFINED IN NFPA 70, ARTICLE 100, BY A NATIONALLY RECOGNIZED TESTING AGENCY AND MARKED FOR USE. B. WIRE AND CABLE SHALL BEAR THE LABEL OF A NATIONALLY RECOGNIZED TESTING LABORATORY AND SHALL CONFORM TO STANDARDS ESTABLISHED FOR SUCH MATERIALS BY NATIONALLY RECOGNIZED AGENCIES. C. PROVIDE CODE GAUGE, SOFT ANNEALED COPPER WIRE, NOT LESS THAN 98 PERCENT CONDUCTIVITY AND OF 600 VOLT CLASS. D. CONDUCTORS: 1. INSULATION TYPE SHALL BE ONE OF THE FOLLOWING: a. THHN. b. THWN. c. XHHW. d. XHHW 2. 2. TYPE: a. #10 AND SMALLER -SOLID. b. #8 AND LARGER - STRANDED E. INTERLOCKED ARMOR METAL CLAD (MC) CABLE: CONTRACTOR'S OPTION AS ALLOWED BY AUTHORITIES HAVING JURISDICTION. MG CABLE SHALL HAVE THE FOLLOWING CHARACTERISTICS: 1. ALUMINUM MC -LITE OR STANDARD MC. 2. MINIMUM SIZE CONDUCTOR, #12 AWG COPPER, INCLUDING GREEN INSULATED EQUIPMENT GROUND, SIZED IN ACCORDANCE WITH THE NEC. 3. OVERALL MOISTURE RESISTANT TAPE. 4. GALVANIZED STEEL OR ALUMINUM INTERLOCKED CLADDING. 5. MANUFACTURED IN ACCORDANCE WITH UL 1569. F. WIRE SMALLER THAN #12 AWG NOT PERMITTED UNLESS OTHERWISE NOTED. #14 AWG TYPE MTW OR TFF PERMITTED FOR SIGNAL AND PILOT CONTROL CIRCUITS UNLESS OTHERWISE NOTED. G. COLOR CODE G.1. 240/120V G.1.1. NEUTRAL: WHITE G.1.2. PHASE: A - BLACK B - RED G.1.3. GROUND: GREEN GAA ISOLATED GROUND - GREEN W/ YELLOW TRACER G.2. 208/120V G.2.1. NEUTRAL: WHITE G.2.2. PHASE: A - BLACK B - RED C - BLUE G.2.3. GROUND: GREEN G.2.4. ISOLATED GROUND - GREEN W/ YELLOW TRACER AND SMALLER PHA I. COLOR CODE #6 AWG A L E AND NEUTRAL CONDUCTORS BY CONTINUOUS S OUTER COVERING. CONDUCTORS #4 AWG AND LARGER MAY BE COLOR CODED BY TAPE. TAPE SHALL HAVE MINIMUM OF TWO COMPLETE WRAPS AROUND CONDUCTOR AT 6 INCHES FROM TERMINATIONS, SPLICES, AND JUNCTION POINTS. J. IDENTIFY CIRCUIT NUMBERS WITH SYNTHETIC CLOTH OR PLASTIC LABELS AT SPLICE AND JUNCTION POINTS 2.2 CONDUIT A. CONDUIT TYPES SHALL BE AS FOLLOWS AND SHALL BEAR THE LABEL OFA NATIONALLY RECOGNIZED TESTING LABORATORY: 1. GALVANIZED RIGID METAL CONDUIT (GRC): HOT DIP GALVANIZED. 2. INTERMEDIATE METAL CONDUIT (IMC): HOTDIP GALVANIZED. 3. ELECTRICAL METALLIC TUBING (EMT): HOT DIP GALVANIZED. 4. SCHEDULE 40 HEAVY WALL POLYVINYL CHLORIDE (PVC). 5. FLEXIBLE METAL CONDUIT: ZINC COATED STEEL OR ALUMINUM. 6. LIQUID TIGHT FLEXIBLE STEEL CONDUIT WITH PVC JACKET. 7. MC CABLE: STEEL OR ALUMINUM CLADDING. 2.3 OUTLET BOXES AND CONDUIT FITTINGS A. OUTLET BOXES AND CONDUIT FITTINGS SHALL BEAR THE LABEL OFA NATIONALLY RECOGNIZED TESTING LABORATORY AND BE RATED FOR ENVIRONMENTAL CONDITIONS WHERE INSTALLED. B. BOXES: COMPLY WITH NEC IN REGARD TO MAXIMUM ALLOWABLE NUMBER OF CONDUCTORS. 1. INTERIOR BOXES: HOT DIP GALVANIZED, 4 INCHES MINIMUM OCTAGON OR SQUARE, UNLESS OTHERWISE NOTED. PITOVIDE SINGLE OR MULTIPLE GANG OUTLET BOXES AS REQUIRED FOR FLUSH INSTALLATION IN DRYWALL CONSTRUCTION. PROVIDE MASONRY BOXES FOR OUTLETS INSTALLED FLUSH IN CONCRETE UNIT MASONRY. PROVIDE SINGLE SURFACE_ MOUNTED OUTLET BOXES FOR UTILITY TYPE BOXES. 2. EXTERIOR BOXES: PROVIDE MASONRY BOXES FOR OUTLETS INSTALLED FLUSH IN CONCRETE UNIT MASONRY. 3. OUTLET BOXES: SUITABLE FOR SUPPORTING LIGHTING FIXTURES IF INTENDED FOR THAT PURPOSE. C. CONDUIT FITTINGS: 1. EMT FITTINGS FOR DRY LOCATIONS: DIECAST OR STEEL SET SCREW TYPE. 2. EMT FITTINGS FOR WET OR DAMP LOCATIONS: STEEL COMPRESSION TYPE. 3. GRC, IMC, OR EMT BOX CONNECTORS FOR WET OR DAMP LOCATIONS: WEATHER -TIGHT HUBS. 4. THREADLESS GRC OR IMC FITTINGS: NOT PERMITTED. 5. GRC OR IMC CONNECTORS FOR DRY LOCATIONS. 6. PVC FITTINGS: SOLVENT WELD TYPE FOR PVC CONDUIT. 2.4 WIRING DEVICES A. BRANCH CIRCUIT SWITCHES: HEAVY DUTY, SPECIFICATION GRADE RATED 20A 120/277V AS FOLLOWS A.1. SINGLE POLE- HUBBEL #HBL1221 GY OR EQUAL. A.2. 3 -WAY - HUBBEL #HBL1223GY OR EQUAL. A.3. 4 -WAY HUBBEL #HBL1224GY OR EQUAL. A.4. SINGLE POLE OCCUPANCY SENSOR- LEVITON #OSSMT-MD-G OR EQUAL. B. RECEPTACLES: STRAIGHT BLADE NYLON GROUNDING, BACK OR SIDE WIRED, HEAVY DUTY, SPECIFICATION GRADE AS FOLLOWS: B.1. DUPLEX RECEPTACLE, 20A 125V (5-20R) - HUBBELL #HBL5262GY OR EQUAL. B.2. DUPLEX RECEPTACLE, 20A 125V (5-20R) ISOLATED GROUND HUBBELL #IG5262GY OR EQUAL. B.3. DUPLEX RECEPTACLE, 20A 125V (5-20R) GFCI - HUBBELL #GF15GYLA OR EQUAL. B.4. DUPLEX RECEPTACLE, 20A, 125V (5-20R) GFCI AND WEATHER RESISTANT - HUBBELL#GFTR15GY OR EQUAL. C. COVER PLATES C.1. 302/304 STAINLESS STEEL COVER PLATES FOR FLUSH MOUNTED EQUIPMENT. C.2. GALVANIZED STEEL PLATES WHERE DEVICES ARE INSTALLED ON EXPOSED FITTINGS OR BOXES. C.3. BLANK 302/304 STAINLESS STEEL COVER PLATES ON ALL BOXES WITHOUT DEVICE. C.4. WEATHER-PROOF, WHILE -IN USE COVER FOR ALL WEATHER RESISTANT, 20A, DUPLEX RECEPTACLES SHALL BE HUBBELL #WP26E OR EQUAL. D. COLORS D.I. UNLESS OTHERWISE NOTED, WIRING DEVICES SHALL BE GRAY. D.2. UNLESS OTHERWISE NOTED, COVER PLATES SHOULD BE SILVER. D.3. UNLESS OTHERWISE NOTED, ISOLATED GROUND RECEPTACLES AND COVER PLATES SHALL MATCH THE TYPE AND COLOR AS OTHER DEVICES INSTALLED IN THAT ROOM OR AREA. PART 3 - EXECUTION 3.1 INSTALLATION - GENERAL A. INSTALL SPECIFIED MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. B. WHERE SWITCHES ARE GANGED, PROVIDE PERMANENTLY INSTALLED STEEL BARRIERS BETWEEN SWITCHES OR PROVIDE SEPARATE BOXES AND SEPARATE COVERPLATES FOR EACH CIRCUIT. 3.2 CONDUIT A. INSTALLATION: 1. INSTALL CONDUIT CONCEALED, EXCEPT IN UNFINISHED AREAS AND WHERE INDICATED ON DRAWINGS. 2. CLEAN PVC CONDUIT PER MANUFACTURER'S RECOMMENDATIONS BEFORE APPLICATION OF SOLVENT CEMENT. 3. COORDINATE FLASHINGS WHERE CONDUIT PENETRATES ROOF MEMBRANE. 4. PAINT METALLIC CONDUIT UNDER CONCRETE SLAB OR WHERE INSTALLED IN CONTACT WITH EARTH. APPLY TWO 6 MIL COATS OF PVC OR ASPHALT PAINT CONTINUOUSLY ALONG ENTIRE LENGTH OF CONDUIT PRIOR TO INSTALLATION BELOW GRADE. DO NOT RUN CONDUIT IN CONCRETE SLAB. 5. INSTALL FLEXIBLE METAL CONDUIT OR LIQUID TIGHT FLEXIBLE METAL CONDUIT FOR FINAL CONNECTIONS TO AIR COMPRESSORS, HVAC EQUIPMENT, MOTORS AND OTHER VIBRATING EQUIPMENT. 6. COORDINATE INSTALLATION OF CONDUIT IN MASONRY WORK. 7. DO NOT INSTALL CONDUIT UNDER SLAB UNLESS INDICATED ON DRAWINGS. CONDUIT INSTALLED BELOW SLAB SHALL BE GALVANIZED RIGID METAL (GRC), INTERMEDIATE METAL CONDUIT (IMC), OR SCHEDULE 40 PVC. 8. ROUTE ABOVE GRADE CONDUIT PARALLEL OR PERPENDICULAR TO BUILDING LINES. 9. MAINTAIN MINIMUM OF 6 INCHES CLEARANCE AT FLUES AND HEAT SOURCES. 10.INST L BLE AL DO LOCKN T AND BUSHINGS WHEN TERMINATING GRC OR IMC CONDUIT U U , EXCEPT WHERE CONDUIT TERMINATES IN THREADED HUB. 11. INSTALL INSULATED THROAT BUSHINGS ON ALL PVC CONDUIT RUNS. B. LOCATION: 1. GALVANIZED RIGID METAL CONDUIT (GRC): PERMITTED FOR GENERAL EXPOSED OR CONCEALED WORK ABOVE OR BELOW GRADE. 2. INTERMEDIATE METAL CONDUIT (IMC): PERMITTED FOR GENERAL EXPOSED OR CONCEALED WORK ABOVE OR BELOW GRADE. 3. ELECTRICAL METALLIC TUBING (EMT): PERMITTED FOR GENERAL EXPOSED OR CONCEALED WORK ABOVE GRADE. 4. POLYVINYL CHLORIDE RIGID NONMETALLIC CONDUIT (PVC) UNLESS NOTED OTHERWISE ON DRAWINGS: PERMITTED FOR BELOW GRADE USE WHEN PERMITTED BY LOCAL GOVERNING CODES. - 5. FLEXIBLE METAL CONDUIT: PERMITTED IN LENGTHS OF 6 FEET OR LESS FOR CONNECTIONS TO EQUIPMENT IN DRY AREAS. NOT PERMITTED FOR GENERAL EXPOSED OR CONCEALED WORK. FOR CONNECTION OF RECESSED LIGHT FIXTURES IN SUSPENDED CEILINGS AND CONNECTION OF OTHER EQUIPMENT SUBJECT TO VIBRATION. 6. LIQUID TIGHT FLEXIBLE METAL CONDUIT: PERMITTED EXPOSED IN LENGTHS OF 6 FEET OR LESS FOR VIBRATING EQUIPMENT IN DAMP LOCATIONS WHERE RIGID CONNECTIONS ARE NOT SUITABLE UNLESS OTHERWISE INDICATED ON DRAWINGS. 7. MC CABLE: PERMITTED ONLY WHERE CONCEALED INSIDE PARTITIONS AND ABOVE FINISHED CEILINGS. CABLE EXPOSED ON WALLS OR IN OPEN BAR JOIST AREAS WILL NOT BE PERMITTED. CUT CABLE WITH MANUFACTURER'S RECOMMENDED ARMOR STRIPPING TOOL. PROVIDE MANUFACTURERS APPROVED CONNECTORS. 3.3 WIRING DEVICES A. REPLACE OUTLETS OR DEVICES IMPROPERLY LOCATED OR INSTALLED. SET OUTLETS AND DEVICES PLUMB OR HORIZONTAL AND EXTEND TO, BUT NOT PROJECT ABOVE, FINISHED SURFACE. B. UNLESS OTHERWISE NOTED, RECEPTACLES, SWITCHES, AND OTHER WIRING DEVICES SHALL NOT BE MOUNTED BACK-TO-BACK. C. INSTALL RECEPTACLES SO THAT THE GROUND PRONG IS IN THE DOWN POSITION. 3.4 PROTECTION A. PROTECT INSTALLED PRODUCTS FROM DAMAGE UNTIL COMPLETION OF CONSTRUCTION OPERATIONS. PANELBOARDS PART 1- GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. LIGHTING/APPLIANCE PANELBOARDS. B. RELATED REQUIREMENTS: 1. SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS. GROUNDING. 1.2 REFERENCES A. NATIONAL ELECTRICAL CODENFPA-70), AND INTERIM AMENDMENTS IN EFFECT. 1.3 QUALITY ASSURANCE A. COMPLY WITH NATIONAL ELECTRICAL CODE. B. COMPLY WITH LOCAL AND STATE, UTILITY REGULATIONS AND LAWS. 1.4 SYSTEM DESCRIPTION A. ELECTRICAL SYSTEM VOLTAGES: THE FOLLOWING VOLTAGES SHALL APPLY UNLESS OTHERWISE NOTED. 1. RECEPTACLE AND SMALL POWER SYSTEMS: 208Y/120 VOLT 3 PHASE 4 WIRE WYE 60 HZ SOLID GROUNDED NEUTRAL. PART2- PRODUCTS 2.1 MANUFACTURERS A. PANELBOARDS MANUFACTURED BY ONE OF THE FOLLOWING, UNLESS OTHERWISE INDICATED ON DRAWINGS. 1. CUTLER HAMMER 2. GENERAL ELECTRIC. 3. SIEMENS (ITE). 4. SQUARED. B. EQUIPMENT SHALL BEAR NAME AND TRADEMARK OF MANUFACTURER AS LISTED ABOVE. C. SUBSTITUTIONS: NOT PERMITTED. 2.2 LIGHTING/APPLIANCE PANELBOARDS A. PANELBOARDS: INSTALL AS SCHEDULED ON DRAWINGS, INCLUDING VOLTAGE, AMPERAGE, BUS BRACING, AND INTERRUPTING RATINGS. 1. MAIN LUGS ONLY (MLO), MAIN CIRCUIT BREAKER ((MCB), OR MAIN FUSIBLE SWITCH (MFS) hANELBOARD AND BRANCH DEVICES AS INDICATED ON SCHEDULE. 2. BRANCH CIRCUIT PROTECTIVE DEVICES: PLUG ON OR BOLTED TYPE THERMAL MAGNETIC CENTER TRIP CIRCUIT BREAKERS FOR ALTERNATING CURRENT, EACH WITH SINGLE HANDLE COMMON TRIP. TANDEM OR HALF STLED CIRCUIT BREAKERS OR LOAD CENTER TYPE CONSTRUCTION NOT PERMITTED. CIRCUIT BREAKER AMP INTERRUPTING CAPACITY DAIC)) NO LESS THAN VALUES INDICATED ON RAWINGS. CIRCUIT BREAKERS FEEDING EMERGENCY LIGHTS, NIGHT LIGHTS, TIME CLOCK MOTORS, ETC. WILL BE EQUIPPED WITH HANDLE LOCKS WHERE INDICATED ON DRAWINGS, OR REQUIRED BY NFPA 70. 3. CABINETS: ZINC COATED SHEET STEEL WITH KNOCK OUTS, LISTED AND LABELED BY A NATIO14ALLY RECOGNIZED TESTING LABORATORY. TRIMS AND DOORS TO HAVE SUITABLE PRIMER COAT AND FINISH COAT OF MANUFACTURER'S STANDARD COLOR. TRIMS TO BE FITTED WITH HINGED DOORS HAVING COMBINED LOCK AND LATCH. LOCKS WILL BE KEYED ALIKE AND FURNISHED WITH TWO KEYS FOR EACH PANELBOARD. B. DIRECTORY HOLDER: CONTRACTOR SHALL PROVIDE LEGIBLE TYPEWRITTEN CIRCUIT DIRECTORY PROPERLY IDENTIFYING LOAD(S) ON EACH C1 MOUNTED UNDER CLEAR PLASTIC CIRCUIT MOU T COVER. BRANCH CIRCUITS SHALL BE CONNECTED EXACTLY AS INDICATED ON PANEL SCHEDULE. PART 3 - EXECUTION 3.1 EXAMINATION A. EXAMINE SURFACES AND ADJACENT AREAS IN WHICH WORK UNDER THIS SECTION IS TO BE PERFORMED. REPORT IN WRITING TO OWNER'S CONSTRUCTION MANAGER PREVAILING CONDITIONS THAT MAY ADVERSELY AFFECT SATISFACTORY EXECUTION OF WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. B. STARTING WORK CONSTITUTES ACCEPTANCE OF THE EXISTING CONDITIONS AND THE CONTRACTOR SHALL THEN, AT HIS EXPENSE, BE RESPONSIBLE FOR CORRECTING ALL UNSATISFACTORY AND DEFECTIVE WORK ENCOUNTERED. 3.2 INSTALLATION A. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED ON DRAWINGS. SAFETY SWTICHES PART 1- GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. SAFETY DISCONNECT SWITCHES. 1.2 REFERENCES A. THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY THE BASIC DESIGNATION ONLY. B. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 1. NEMA 250 - ENCLOSURES FOR ELECTRICAL EQUIPMENT (1000 VOLTS MAXIMUM). PART2- PRODUCTS 2.1 SAFETY SWITCHES A. SWITCH INTERIOR: 1. DEAD -FRONT CONSTRUCTION WITH HINGED ARC SUPPRESSOR AND SWITCH BLADES WHICH ARE FULLY VISIBLE IN THE OFF POSITION AND WITH DOOR OPEN. B. SWITCH MECHANISM: 1. QUICK -MAKE AND QUICK -BREAK OPERATING HANDLE AND MECHANISM WITH A DUAL COVER INTERLOCK TO PREVENT UNAUTHORIZED OPENING OF THE SWITCH DOOR IN THE "ON" POSITION OR CLOSING THE SWITCH MECHANISM WHILE THE DOOR IS OPEN. 2. PROVIDE ELECTRICAL INTERLOCK SWITCH TO DE -ENERGIZE CONTROL WIRING AS REQUIRED. 3. LINE AND LOAD TERMINALS OF THE DEVICE RATED 100 AMPERES OR LESS SHALL BE RATED FOR 75 DEGREES C. 4. PROVIDE OPERATING HANDLE WITH PROVISIONS FOR INSTALLATION OF A PADLOCK IN "OFF" OR "ON" POSITIONS. C. RATINGS: 1. SWITCHES HORSEPOWER RATED FOR 600 VOLTS, 60 HZ, HEAVY-DUTY TYPE. 2. WHERE SWITCHES ARE INDICATED TO BE FUSED, FURNISH WITH PROVISIONS FOR FUSES. D. ENCLOSURES: 1. NEMA 1, CODE GAUGE SHEET STEEL WITH HINGED COVER, EXCEPT WHERE EXPOSED TO WEATHER. 2. IF EXPOSED TO WEATHER, PROVIDE NEMA 3R ENCLOSURE. PART 3 - EXECUTION 3.1 INSTALLATION A. INSTALL MOTOR AND CIRCUIT DISCONNECT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. APPLICABLE CODES SHALL TAKE PRECEDENCE OVER DRAWING DETAILS. B. PROVIDE PROPERLY SIZED GROUNDING LUG AND TERMINATIONS FOR ALL SAFETY SWITCHES. GENERAL NOTES 1. PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS: A. FIRE RATED WALLS: SEAL WITH SEALENT HAVING A T -RATING TO MATCH OR EXCEED WALL RATING. B. EXTERIOR: REFER TO ARCHITECTURAL DOCUMENTS FOR SEALING REQUIREMENTS AT ALL EXTERIOR MOUNTED DEVICES, FIXTURES, ENCLOSURES, AND RACEWAY PENETRATIONS. 2. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE PER NEC) IN PVC TYPE CONDUIT, POWER CIRCUITS, ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE SIZED PER NEC BASED ON THWN 600 VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT GROUNDING CONDUCTOR. 3. WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON PLANS. COORDINATE THE STANDARD MOUNTING HEIGHTS WITH MASONRY: A. SWITCHES+46" B. RECEPTACLES +20" C. VOICE/DATA +20" 4. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES. 6. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15 -FT MAXIMUM). 7. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. 8. PROVIDE HANDLE TIES ON ALL MULTIWIRE BRANCH CIRCUITS TO MEET NEC REQUIREMENTS. 9. CONDUITS EXTENDING BEYOND EXTERIOR WALL: STUB OUT 2'-0 BELOW GRADE TO 5'-0" BEYOND EXTERIOR WALLS UNLESS NOTED OTHERWISE. COORDINATE LOCATION AND PROVIDE CONNECTION TO SITE CONDUITS. 10 T SUPPORTS FROM STRUCTURE: UCTURE: NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS 11. DO NOT INSTALL EQUIPMENT OR CONDUITS DIRECTLY UNDER SKYLIGHT WELLS UNLESS INDICATED OTHERWISE ON PLANS. 12. WHERE GROUPED CONDUITS ARE INSTALLED WITHIN THE JOIST SPACE, COORDINATE WITH SPRINKLER CONTRACTOR PRIOR TO INSTALLATION IN ORDER TO MAINTAIN REQUIRED CLEARANCES FROM SPRINKLERS. 13. COORDINATE OUTLET BOX LOCATIONS WITH METAL SIDING TO MINIMIZE CUTTING OF SIDING. 14. ALL MOUNTING HEIGHTS TO CENTERLINE OF ITEM UNLESS OTHERWISE NOTED. VERIFY ALL OUTLET LOCATIONS ON THE JOB PRIOR TO ROUGH -IN. 15. LABEL THE FRONT OF EACH RECEPTACLE COVERPLATE WITH PANEL DESIGNATION AND CIRCUIT NUMBER USING CLEAR THERMAL TRANSFER (ELECTRIC DYMO) LABELS WITH 1/8" HIGH BLACK LETTERS (OR CONTRASTING COLOR IF PLATES ARE BLACK OR BROWN). LABELS SHALL BE SUITABLE FOR INDOOR/OUTDOOR USE. LABEL THE BACK OF EACH LIGHT SWITCH COVERPLATE WITH PANEL DESIGNATION AND CIRCUIT NUMBER USING A FINE BLACK PERMANENT MARKER. 16. ALL PIPING, CONDUIT, AND OUTLET BOXES (ELECTRIC, VOICE, DATA, ETC.) IN THE RATED WALLS OR CEILING SHALL BE CONSTRUCTED OF NON-COMBUSTABLE MATERIAL. 17. OUTLET BOXES (ELECTRICAL, VOICE, DATA, ETC.) SHALL BE LIMITED TO TWO OUTLET BOXES PER STUD SPACE. OUTLET BOXES ON OPPOSITE SIDES OF THE RATED WALLS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. 18. LABEL EACH RECEPTACLE COVERPLATE USING CLEAR THERMAL TRANSFER (ELECTRONIC DYMO) LABELS WITH 1/8 HIGH LETTERS. 19. THE COLOR OF ISOLATED GROUND RECEPTACLES AND COV ERPLATES SHALL MATCH THOSE OF OTHER DEVICES ON THE JOB. 0. FOR ISOLATED GROUND CIRCUITS, PROVIDE AN ISOLATED GROUND CONDUCTOR THROUGHOUT THE LENGTH OF THE CIRCUIT IN ADDITION TO THE PHASE, NEUTRAL, AND GROUND CONDUCTORS. ALL ELECTRICAL SERVICE AND DISTRIBUTION EQUIPMENT, PANELBOARDS, DISCONNECT SWITCHES AND LIGHTING FIXTURES TO BE FURNISHED BY THE ACCOUNT VENDOR, GRAYBAR. CONTACT: JOE STOLL 8170 LACKLAND ROAD ST. LOUIS, MO 63114 PHONE: 314-573-2080 FAX: 314-573-0003 EMAIL: LOVES@GRAYBAR.COM SYMBOL LEGEND (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) SYMBOL MATERIALS AND METHODS / ® EXIT FIXTURE (WALL MOUNTED/CEILING MOUNTED) W PART 2 - EXECUTION $ PART 1 - GENERAL $3 SWITCH, 3 -WAY 2.3 TESTING SWITCH, 4 -WAY $K 2.1 INSTALLATION A. UPON COMPLETION OF INSTALLATION, PERFORM CONTINUITY TESTS 1.1 SUMMARY A. INSTALL SPECIFIED MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED ON ON POWER AND EQUIPMENT BRANCH CIRCUIT CONDUCTORS. A. SECTION INCLUDES: PIR DIMMER WALL SWITCH OCC: SENSOR, MANUAL ON, AUTO OFF DRAWINGS. INSPECT WIRE AND CABLE FOR PHYSICAL DAMAGE. VERIFY PROPER OS 4 1. ELECTRICAL IDENTIFICATION B. CUTTING AND PATCHING: WHERE CUTTING IS REQUIRED THROUGH WALLS, FLOORS, OR CEILINGS, MAKE OPENINGS NO PHASING CONNECTIONS. POWER PACK 2. HANGERS AND SUPPORTS RECEPTACLE,DUPLEX LARGER THAN REQUIRED AND REPAIR AFFECTED SURFACES TO MATCH ADJACENT SURFACES. B. MEASURE GROUND RESISTANCE FROM SYSTEM NEUTRAL ® RECEPTACLE, DUPLEX FLUSH FLOOR 1951 RECEPTACLE,DUPLEXISOLATED GROUND FLUSH FLOOR CONNECTION AT SERVICE ENTRANCE TO CONVENIENT GROUND RECEPTACLE, DOUBLE DUPLEX 3. CONDUIT SLEEVES C. ELECTRICAL EQUIPMENT SUPPORTS: SUPPORT ELECTRICAL EQUIPMENT WITH HANGERS AND SUPPORTS SPECIFIED POINT ON BUILDING WATER PIPE USING SUITABLE GROUND TESTING RECEPTACLE, SIMPLEX TWIST, LOCK, L5 -15R, UNO ABOVE OR IN ANOTHER APPROVED MANNER WHERE DETAILS ARE NOT INDICATED. EQUIPMENT. RECEPTACLE, DUPLEX TWIST LOCK, L5 -15R, UNO 4. GROUNDING AND BONDING D. SLEEVES: INSTALL WHERE CONDUITS PASS THROUGH CONCRETE FLOORS. CAULK SLEEVES THROUGH OUTSIDE WALLS C. TEST RECEPTACLES WITH CIRCUIT TESTER TO ENSURE PROPER PRODUCTS RECEPTACLE SIMPLEX ABOVE GRADE WITH SEALANT. POLARITY, GROUNDING, AND CONTINUITY OF CIRCUITS. 1.2 ELECTRICAL IDENTIFICATION E. FASTENING AND ANCHORING: FASTEN CONDUIT STRAPS, DISCONNECT SWITCHES, PANELBOARDS, AND OTHER D. LOAD TEST GFCI RECEPTACLES. ALARM JUNCTION BOX, FOR REMOTE TEST/RESET (WALL MOUNTED/CEILING MOUNTED) 0 E UIPMENT CONNECTION POINT Q (PROVIDED WITH EQUIPMENT) EQUIPMENT SECURED TO WALLS AND SLABS WITH CADMIUM PLATED SCREWS OR BOLTS AND LEAD CINCH ANCHORS OR NON-FUSED DISCONNECT A. NAMEPLATES: PROVIDE LAMINATED PLASTIC NAMEPLATES WITH 3/4 INCH MINIMUM CONTRASTING COLOR ENGRAVED - -� EXPANSION BOLTS AND INSTALL IN HOLES DRILLED WITH PROPER SIZE MASONRY DRILL. PROPERLY SIZE ANCHORS IN LOW VOLTAGE CIRCUITRY LETTERS. CIRCUIT, CONCEALED ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR LOAD TO BE SUPPORTED. CIRCUIT, EXPOSED 1.3 HANGERS AND SUPPORTS F. TORQUE ALL CONDUCTOR CONNECTION TO MANUFACTURER'S RECOMMENDED VALUES. INSPECT PANELBOARDS FOR A. CONDUIT AND EQUIPMENT SUPPORTS: HANGERS SHALL BE SERIES P3000 OR P3300 CHANNELS BY UNISTRUT DEPENDING TELEPHONE / DATA BOX PHYSICAL DAMAGE, PROPER ALIGNMENT, ANCHORAGE, AND GROUNDING. CHECK PROPER INSTALLATION AND TIGHTNESS OF CONNECTIONS FOR CIRCUIT BREAKERS, FUSIBLE SWITCHES, AND FUSES. LOW VOLTAGE CABLE BOX FOR OTHER m ON LOAD AND SPAN INVOLVED. USE PIPE HANGERS BY MINERALLAC , OR CADDY CLIPS BY ERICO ONLY WHERE MOTOR ® TELEPOWER POLE IMPRACTICAL TO INSTALL UNISTRUT HANGERS. 2.2 GROUNDING BUZZER B. ATTACH HANGERS AND SUPPORTS TO STRUCTURE OVERHEAD BY METHODS APPROVED AT JOB SITE. DO NOT USE A. GENERAL: GROUND ALL METALLIC CONDUITS, SUPPORTS, CABINETS, EQUIPMENT, SYSTEM NEUTRALS, METAL BUILDING ® DOOR HOLD OPEN FASTENERS WHICH PENETRATE THE ROOF DECK. HBA DIGITAL TIMER SWITCH - TD200 STRUCTURES, AND OTHER ITEMS REQUIRED TO BE GROUNDED IN ACCORDANCE WITH THE NEC AND OTHER APPLICABLE CONDENSER FANS 1.4 CONDUIT SLEEVES CODES AND AS INDICATED ON DRAWINGS. A. SLEEVES: GALVANIZED, BLACK STEEL OR SCHEDULE 40 PVC PIPE. B. EQUIPMENT GROUNDING: 1. MAKE CONDUITS ELECTRICALLY CONTINUOUS USING PROPER FITTINGS, CONNECTIONS, GROUNDING BUSHINGS, ETC. 1.5 GROUNDING AND BONDING 2. WHERE GALVANIZED RIGID METAL CONDUIT (GRC) PENETRATES THE GRADE OUTDOORS OR PENETRATES THE SLAB, A. INSULATED GROUNDING BUSHING: STEEL WITH FEED-THRU LUGS. INSTALL INSULATING GROUNDING BUSHINGS. B. INSULATED EQUIPMENT GROUND WIRE: COPPER. 3. INSTALL AN INSULATED EQUIPMENT GROUND WIRE AS SHOWN ON DRAWINGS. C. METAL UNDERGROUND COLD WATER PIPE: CONNECT TO ELECTRICAL SYSTEM IF AVAILABLE AND PERMITTED BY LOCAL CODES. INSTALL JUMPERS AROUND WATER METERS, VALVES, OR OTHER DEVICES WHICH MIGHT CAUSE AN INTERRUPTION OF CONTINUITY DURING SERVICE. D. CONCRETE ENCASED ELECTRODES: WHERE INDICATED ON THE DRAWINGS, FURNISH AND INSTALL ELECTRODES, JUMPERS, AND APPROVED FITTINGS IN ACCORDANCE WITH GROUNDING ELECTRODE DETAIL. E. GROUND RODS: IF GROUND RODS ARE REQUIRED, INSTALL TWO 5/8 INCH MINIMUM DIAMETER COPPERWELD RODS DRIVEN VERTICALLY NOT LESS THAN 12 FEET APART AND EACH WITH 8 FEET OF LENGTH IN CONTACT WITH THE SOIL. PANELBOARDS PART 1- GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. LIGHTING/APPLIANCE PANELBOARDS. B. RELATED REQUIREMENTS: 1. SECTION 16050 - BASIC ELECTRICAL MATERIALS AND METHODS. GROUNDING. 1.2 REFERENCES A. NATIONAL ELECTRICAL CODENFPA-70), AND INTERIM AMENDMENTS IN EFFECT. 1.3 QUALITY ASSURANCE A. COMPLY WITH NATIONAL ELECTRICAL CODE. B. COMPLY WITH LOCAL AND STATE, UTILITY REGULATIONS AND LAWS. 1.4 SYSTEM DESCRIPTION A. ELECTRICAL SYSTEM VOLTAGES: THE FOLLOWING VOLTAGES SHALL APPLY UNLESS OTHERWISE NOTED. 1. RECEPTACLE AND SMALL POWER SYSTEMS: 208Y/120 VOLT 3 PHASE 4 WIRE WYE 60 HZ SOLID GROUNDED NEUTRAL. PART2- PRODUCTS 2.1 MANUFACTURERS A. PANELBOARDS MANUFACTURED BY ONE OF THE FOLLOWING, UNLESS OTHERWISE INDICATED ON DRAWINGS. 1. CUTLER HAMMER 2. GENERAL ELECTRIC. 3. SIEMENS (ITE). 4. SQUARED. B. EQUIPMENT SHALL BEAR NAME AND TRADEMARK OF MANUFACTURER AS LISTED ABOVE. C. SUBSTITUTIONS: NOT PERMITTED. 2.2 LIGHTING/APPLIANCE PANELBOARDS A. PANELBOARDS: INSTALL AS SCHEDULED ON DRAWINGS, INCLUDING VOLTAGE, AMPERAGE, BUS BRACING, AND INTERRUPTING RATINGS. 1. MAIN LUGS ONLY (MLO), MAIN CIRCUIT BREAKER ((MCB), OR MAIN FUSIBLE SWITCH (MFS) hANELBOARD AND BRANCH DEVICES AS INDICATED ON SCHEDULE. 2. BRANCH CIRCUIT PROTECTIVE DEVICES: PLUG ON OR BOLTED TYPE THERMAL MAGNETIC CENTER TRIP CIRCUIT BREAKERS FOR ALTERNATING CURRENT, EACH WITH SINGLE HANDLE COMMON TRIP. TANDEM OR HALF STLED CIRCUIT BREAKERS OR LOAD CENTER TYPE CONSTRUCTION NOT PERMITTED. CIRCUIT BREAKER AMP INTERRUPTING CAPACITY DAIC)) NO LESS THAN VALUES INDICATED ON RAWINGS. CIRCUIT BREAKERS FEEDING EMERGENCY LIGHTS, NIGHT LIGHTS, TIME CLOCK MOTORS, ETC. WILL BE EQUIPPED WITH HANDLE LOCKS WHERE INDICATED ON DRAWINGS, OR REQUIRED BY NFPA 70. 3. CABINETS: ZINC COATED SHEET STEEL WITH KNOCK OUTS, LISTED AND LABELED BY A NATIO14ALLY RECOGNIZED TESTING LABORATORY. TRIMS AND DOORS TO HAVE SUITABLE PRIMER COAT AND FINISH COAT OF MANUFACTURER'S STANDARD COLOR. TRIMS TO BE FITTED WITH HINGED DOORS HAVING COMBINED LOCK AND LATCH. LOCKS WILL BE KEYED ALIKE AND FURNISHED WITH TWO KEYS FOR EACH PANELBOARD. B. DIRECTORY HOLDER: CONTRACTOR SHALL PROVIDE LEGIBLE TYPEWRITTEN CIRCUIT DIRECTORY PROPERLY IDENTIFYING LOAD(S) ON EACH C1 MOUNTED UNDER CLEAR PLASTIC CIRCUIT MOU T COVER. BRANCH CIRCUITS SHALL BE CONNECTED EXACTLY AS INDICATED ON PANEL SCHEDULE. PART 3 - EXECUTION 3.1 EXAMINATION A. EXAMINE SURFACES AND ADJACENT AREAS IN WHICH WORK UNDER THIS SECTION IS TO BE PERFORMED. REPORT IN WRITING TO OWNER'S CONSTRUCTION MANAGER PREVAILING CONDITIONS THAT MAY ADVERSELY AFFECT SATISFACTORY EXECUTION OF WORK. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. B. STARTING WORK CONSTITUTES ACCEPTANCE OF THE EXISTING CONDITIONS AND THE CONTRACTOR SHALL THEN, AT HIS EXPENSE, BE RESPONSIBLE FOR CORRECTING ALL UNSATISFACTORY AND DEFECTIVE WORK ENCOUNTERED. 3.2 INSTALLATION A. INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED ON DRAWINGS. SAFETY SWTICHES PART 1- GENERAL 1.1 SUMMARY A. SECTION INCLUDES: 1. SAFETY DISCONNECT SWITCHES. 1.2 REFERENCES A. THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY THE BASIC DESIGNATION ONLY. B. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 1. NEMA 250 - ENCLOSURES FOR ELECTRICAL EQUIPMENT (1000 VOLTS MAXIMUM). PART2- PRODUCTS 2.1 SAFETY SWITCHES A. SWITCH INTERIOR: 1. DEAD -FRONT CONSTRUCTION WITH HINGED ARC SUPPRESSOR AND SWITCH BLADES WHICH ARE FULLY VISIBLE IN THE OFF POSITION AND WITH DOOR OPEN. B. SWITCH MECHANISM: 1. QUICK -MAKE AND QUICK -BREAK OPERATING HANDLE AND MECHANISM WITH A DUAL COVER INTERLOCK TO PREVENT UNAUTHORIZED OPENING OF THE SWITCH DOOR IN THE "ON" POSITION OR CLOSING THE SWITCH MECHANISM WHILE THE DOOR IS OPEN. 2. PROVIDE ELECTRICAL INTERLOCK SWITCH TO DE -ENERGIZE CONTROL WIRING AS REQUIRED. 3. LINE AND LOAD TERMINALS OF THE DEVICE RATED 100 AMPERES OR LESS SHALL BE RATED FOR 75 DEGREES C. 4. PROVIDE OPERATING HANDLE WITH PROVISIONS FOR INSTALLATION OF A PADLOCK IN "OFF" OR "ON" POSITIONS. C. RATINGS: 1. SWITCHES HORSEPOWER RATED FOR 600 VOLTS, 60 HZ, HEAVY-DUTY TYPE. 2. WHERE SWITCHES ARE INDICATED TO BE FUSED, FURNISH WITH PROVISIONS FOR FUSES. D. ENCLOSURES: 1. NEMA 1, CODE GAUGE SHEET STEEL WITH HINGED COVER, EXCEPT WHERE EXPOSED TO WEATHER. 2. IF EXPOSED TO WEATHER, PROVIDE NEMA 3R ENCLOSURE. PART 3 - EXECUTION 3.1 INSTALLATION A. INSTALL MOTOR AND CIRCUIT DISCONNECT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. APPLICABLE CODES SHALL TAKE PRECEDENCE OVER DRAWING DETAILS. B. PROVIDE PROPERLY SIZED GROUNDING LUG AND TERMINATIONS FOR ALL SAFETY SWITCHES. GENERAL NOTES 1. PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS: A. FIRE RATED WALLS: SEAL WITH SEALENT HAVING A T -RATING TO MATCH OR EXCEED WALL RATING. B. EXTERIOR: REFER TO ARCHITECTURAL DOCUMENTS FOR SEALING REQUIREMENTS AT ALL EXTERIOR MOUNTED DEVICES, FIXTURES, ENCLOSURES, AND RACEWAY PENETRATIONS. 2. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR (SIZE PER NEC) IN PVC TYPE CONDUIT, POWER CIRCUITS, ISOLATED GROUND CIRCUITS, OR AS SHOWN ON PLANS. CONDUIT SHALL BE SIZED PER NEC BASED ON THWN 600 VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT GROUNDING CONDUCTOR. 3. WIRING DEVICES: DEVICE MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS NOTED OTHERWISE ON PLANS. COORDINATE THE STANDARD MOUNTING HEIGHTS WITH MASONRY: A. SWITCHES+46" B. RECEPTACLES +20" C. VOICE/DATA +20" 4. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER WIRING DIAGRAMS. 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE PANELBOARD IDENTIFICATION SCHEDULES. 6. BRANCH CIRCUIT CONDUCTORS SHALL BE MINIMUM #12 AWG UNLESS NOTED OTHERWISE IN SCHEDULES. WHERE 20A BRANCH CIRCUITS HAVE #8 AND LARGER WIRE SPECIFIED, #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION (15 -FT MAXIMUM). 7. WHERE BRANCH CIRCUITS ARE GROUPED, SIZE CONDUIT AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. 8. PROVIDE HANDLE TIES ON ALL MULTIWIRE BRANCH CIRCUITS TO MEET NEC REQUIREMENTS. 9. CONDUITS EXTENDING BEYOND EXTERIOR WALL: STUB OUT 2'-0 BELOW GRADE TO 5'-0" BEYOND EXTERIOR WALLS UNLESS NOTED OTHERWISE. COORDINATE LOCATION AND PROVIDE CONNECTION TO SITE CONDUITS. 10 T SUPPORTS FROM STRUCTURE: UCTURE: NO ATTACHMENT OF ANY TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB MEMBERS. UTILIZE ONLY THE TOP AND BOTTOM CHORDS FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS 11. DO NOT INSTALL EQUIPMENT OR CONDUITS DIRECTLY UNDER SKYLIGHT WELLS UNLESS INDICATED OTHERWISE ON PLANS. 12. WHERE GROUPED CONDUITS ARE INSTALLED WITHIN THE JOIST SPACE, COORDINATE WITH SPRINKLER CONTRACTOR PRIOR TO INSTALLATION IN ORDER TO MAINTAIN REQUIRED CLEARANCES FROM SPRINKLERS. 13. COORDINATE OUTLET BOX LOCATIONS WITH METAL SIDING TO MINIMIZE CUTTING OF SIDING. 14. ALL MOUNTING HEIGHTS TO CENTERLINE OF ITEM UNLESS OTHERWISE NOTED. VERIFY ALL OUTLET LOCATIONS ON THE JOB PRIOR TO ROUGH -IN. 15. LABEL THE FRONT OF EACH RECEPTACLE COVERPLATE WITH PANEL DESIGNATION AND CIRCUIT NUMBER USING CLEAR THERMAL TRANSFER (ELECTRIC DYMO) LABELS WITH 1/8" HIGH BLACK LETTERS (OR CONTRASTING COLOR IF PLATES ARE BLACK OR BROWN). LABELS SHALL BE SUITABLE FOR INDOOR/OUTDOOR USE. LABEL THE BACK OF EACH LIGHT SWITCH COVERPLATE WITH PANEL DESIGNATION AND CIRCUIT NUMBER USING A FINE BLACK PERMANENT MARKER. 16. ALL PIPING, CONDUIT, AND OUTLET BOXES (ELECTRIC, VOICE, DATA, ETC.) IN THE RATED WALLS OR CEILING SHALL BE CONSTRUCTED OF NON-COMBUSTABLE MATERIAL. 17. OUTLET BOXES (ELECTRICAL, VOICE, DATA, ETC.) SHALL BE LIMITED TO TWO OUTLET BOXES PER STUD SPACE. OUTLET BOXES ON OPPOSITE SIDES OF THE RATED WALLS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. 18. LABEL EACH RECEPTACLE COVERPLATE USING CLEAR THERMAL TRANSFER (ELECTRONIC DYMO) LABELS WITH 1/8 HIGH LETTERS. 19. THE COLOR OF ISOLATED GROUND RECEPTACLES AND COV ERPLATES SHALL MATCH THOSE OF OTHER DEVICES ON THE JOB. 0. FOR ISOLATED GROUND CIRCUITS, PROVIDE AN ISOLATED GROUND CONDUCTOR THROUGHOUT THE LENGTH OF THE CIRCUIT IN ADDITION TO THE PHASE, NEUTRAL, AND GROUND CONDUCTORS. ALL ELECTRICAL SERVICE AND DISTRIBUTION EQUIPMENT, PANELBOARDS, DISCONNECT SWITCHES AND LIGHTING FIXTURES TO BE FURNISHED BY THE ACCOUNT VENDOR, GRAYBAR. CONTACT: JOE STOLL 8170 LACKLAND ROAD ST. LOUIS, MO 63114 PHONE: 314-573-2080 FAX: 314-573-0003 EMAIL: LOVES@GRAYBAR.COM SYMBOL LEGEND (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) SYMBOL DESCRIPTION / ® EXIT FIXTURE (WALL MOUNTED/CEILING MOUNTED) W EMERGENCY FIXTURE $ SWITCH, SINGLE POLE $3 SWITCH, 3 -WAY $4 SWITCH, 4 -WAY $K SWITCH, KEYED $D SWITCH, DIMMER $VS SWITCH, VARIABLE SPEED $M SWITCH, MANUAL MOTOR OS 1 ULTRASONIC WALL SWITCH OCC. SENSOR, MANUAL ON, AUTO OFF OS 2 PIR DIMMER WALL SWITCH OCC: SENSOR, MANUAL ON, AUTO OFF OS 3 ULTRASONIC CEILING OCC. SENSOR OS 4 DUAL -TECH WALL SWITCH OCC. SENSOR, MANUAL ON, AUTO OFF OS 5 LOW TEMPERATURE, ULTRASONIC CEILING OCC. SENSOR © POWER PACK RECEPTACLE,DUPLEX RECEPTACLE, DUPLEX, MOUNTED HORIZONTALLY ® RECEPTACLE, DUPLEX FLUSH FLOOR 1951 RECEPTACLE,DUPLEXISOLATED GROUND FLUSH FLOOR not RECEPTACLE, DOUBLE DUPLEX (� �{ RECEPTACLE, DUPLEX ISOLATED GROUND RECEPTACLE, DOUBLE DUPLEX, ISOLATED GROUND RECEPTACLE, SIMPLEX TWIST, LOCK, L5 -15R, UNO RECEPTACLE, SIMPLEX TWIST LOCK, ISOLATED GROUND, 1-5-15R, UNO ® Ti RECEPTACLE, DUPLEX TWIST LOCK, L5 -15R, UNO RECEPTACLE, DUPLEX TWIST LOCK, ISOLATED GROUND, 1-5-15R, UNO RECEPTACLE, SPECIAL RECEPTACLE SIMPLEX ® RECEPTACLE, PLUG -MOLD 0 JUNCTION BOX (WALL MOUNTED/CEILING MOUNTED) O ALARM JUNCTION BOX (WALL MOUNTED/CEILING MOUNTED) ® ALARM JUNCTION BOX, FOR REMOTE TEST/RESET (WALL MOUNTED/CEILING MOUNTED) 0 E UIPMENT CONNECTION POINT Q (PROVIDED WITH EQUIPMENT) Ch NON-FUSED DISCONNECT 01 FUSED DISCONNECT -� UNDERGROUND CONDUIT RUN LOW VOLTAGE CIRCUITRY r-� CIRCUIT, CONCEALED ~\ CIRCUIT, EXPOSED H CONDUIT SLEEVE ! FLUSH MOUNTED PANELBOARD SURFACE MOUNTED PANELBOARD v TELEPHONE / DATA BOX Q LOW VOLTAGE CABLE BOX FOR OTHER m TELEPHONE, FLUSH FLOOR MOTOR ® TELEPOWER POLE ❑� PUSH BUTTON 6 BUZZER 0 SMOKE DETECTOR HORN/STROBE ® DOOR HOLD OPEN $T HBA DIGITAL TIMER SWITCH - TD200 CF CONDENSER FANS ED ELECTRIC DEFROST EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. ■- ■■ HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.Com LO W It - V � � V- LL o� 0 M W o 0 m Z W Wz Z 0 C j 00 LL1 w N LL w a 4 O O O �VA coy �. ,cP 0204o81168 STATE OF + 4U / F - 0 �N Nathan Connors, P.E. License #81168 ` Harrison French & Associates, LTD COA #26421 ISSUE BLOCK STORE NO. Wo . m " w IM 0 6 W a y Z W CHECKED BY: J W LU o � wW�� go -P<RanZ PROTO CYCLE: LL Z ¢ JF . �+ Ln O a«a�o��� N 7 Z U LL F LL� W zW2Zw� =zw �rI . m � D zaodu��zFz-00 oaOO v T07v LO W It - V � � V- LL o� 0 M W o 0 m Z W Wz Z 0 C j 00 LL1 w N LL w a 4 O O O �VA coy �. ,cP 0204o81168 STATE OF + 4U / F - 0 �N Nathan Connors, P.E. License #81168 ` Harrison French & Associates, LTD COA #26421 ISSUE BLOCK STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: CAR DRAWN BY: DFF PROTO CYCLE: ELECTRICAL SPECIFICATIONS & GENERALNOTES SHEET: E1 1 1 E3 E4 I I I I a W co U 0 0 z 0 U co 0 E l- r - o a, N O � N [7 co g &1 ELECTRICAL FLOOR PLAN SCALE: 1/8" = T-0" EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. & ASSOC'IATES, LTD' 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com LO VTT VI O O� M 0 V iW Z W m Uj Z C:) w O N � o a y ®r,-D too so a L\\\\\11 I I I I,,// \PN jjE C O��0/ 0Ns 81168 STATE OF 4 .� �0F SDP: ` N Nathan Connors, P.E. License #81168 Harrison French & Associates, LTD COA #26421 STORE NO. wo 6 m =�o�> 11 t o¢ WZ W 6� Uj L (� z LUUj wo Sw�o PROTO CYCLE: CUhOs W yNj�u'K LLO�OWiY�OF¢- Z u°�jw� fn�Wo�S_Z� O Q aQ�pi-O ¢O µ I 0 Z W w U LL V W. (Q$wQ ZCC-0ZoZ��¢¢+ KGF. U C r W d Q Q w JLU F d K F p ZFocoiooa`�`c4 LO VTT VI O O� M 0 V iW Z W m Uj Z C:) w O N � o a y ®r,-D too so a L\\\\\11 I I I I,,// \PN jjE C O��0/ 0Ns 81168 STATE OF 4 .� �0F SDP: ` N Nathan Connors, P.E. License #81168 Harrison French & Associates, LTD COA #26421 STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: CAR DRAWN BY: DIFF PROTO CYCLE: ELECTRICAL FLOOR PLAN SHEET: E2 Z a 0 0 J LL C9 z x c� 0 w c� z w w 0 L LIGHTING FIXTURE SCHEDULE DOCUMENT DATE: EXISTING LIGHTING CHECKED BY: CAR TYPE MANUFACTURER CATALOG # DESCRIPTION VOLTS WATTS MOUNTING REMARKS Al EATON 24SR-LD2-39-C-UNV-L850-CD1-U 2 X 4 LED RECESSED FIXTURE 120 31.9 LAY -1N GRID ACRYLIC LENS Al E EATON 24SR-LD2-39-C-UNV-EL14W-L850-CD1-RH-U 2 X 4 LED RECESSED EMERGENCY FIXTURE 120 31.9 LAY -1N GRID ACRYLIC LENS (NOTE 9) GGE US LED DS-402U-2-UNV-QB3-NC-1-L / ILB-CP12-A / RME1 LED WALL PACK / EMERGENCY BATTERY / EMERGENCY CAN 120 42.5 WALL WALL PACK (NOTE 9) HH SECURITY LIGHTING RWSC-72L-5K-UD-U-DB EXTERIOR WALL WASH WITH UP AND DOWN LIGHT LED 120 1 25 1 WALL ISCONCE X1 LITHONIA LHQM LED R HO M6 EXIT/EMERG COMBO 120 3 CEILING / WALL (NOTE 2 & 9) 1. LIGHT FIXTURES TO BE PROVIDED BY OWNER, INSTALLED AND CONNECTED BY ELECTRICAL CONTRACTOR. LP6-3 i—}— EXTERIOR LIGHT 2. PROVIDE ARROWS AND FACES AS INDICATED ON THE DRAWINGS. L — J TO EXTERIOR LIGHT 3. ELECTRICAL CONTRACTOR SHALL VERIFY ALL FIXTURE LOCATIONS WITH ARCHITECTURAL ELEVATIONS. BACKUP LIGHTING CONTACTOR "LC2" 4. ELECTRICAL CONTRACTOR SHALL INSTALL ALL CEILING MOUNTED LIGHTING FIXTURES IN LOCATIONS AS INDICATED ON THE ARCHITECTURAL REFLECTED CEILING PLAN. 5. GENERAL CONTRACTOR SHALL PROVIDE FIREPROOFING AROUND RECESSED FIXTURES INSTALLED IN FIRE RATED CEILING PER U.L. REQUIREMENTS, ELECTRICAL CONTRACTOR SHALL COORDINATE. 6. ALL LIGHT FIXTURES SHALL BE SECURED TO THE CEILING FRAMING SYSTEM BY MECHANICAL MEANS (SUCH AS BOLTS, SCREWS, OR RIVETS) OR. BY CLIPS IDENTIFIED FOR USE WITH THE TYPE OF CEILING, FRAMING MEMBER, AND LIGHT FIXTURE. 7. EMERGENCY LIGHTS SHALL HUG CEILINGS. IN NON -CEILING STORAGE ROOMS, LOCATE BOTTOM OF FIXTURES AT 12'-0" AFF. 8. PROVIDE DRYWALL FRAME KIT. 9. EMERGENCY FIXTURE WITH EMERGENCY BATTERY. L G NTS 41 ;1 CUSTOMER LAUNDRY LIGHTING PLAN !..0/ SCALE: 1/4" = 1'-0" COORDINATE THE EXTENT OF ALL REQUIRED ELECTRICAL DEMOLITION WITH CONSTRUCTION MANAGER EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL - BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. N DOCUMENT DATE: EXISTING LIGHTING CHECKED BY: CAR CONTACTOR. It PROTO CYCLE: r - W CD LC UM LL NEW—/ ~L LL vONNECT LIGHT NG 'ONTACTOR TO -� NEW 3 -POLE 120V, 30A LIGHTING THE EXISTING L - J CONTACTOR. 'ONTROLS FOR r - JSTING LIGHTING LC CONTACTOR. SPARE -1 F -I SPARE SPARE--�-i F -4 -SPARE LP6-3 i—}— EXTERIOR LIGHT L — J TO EXTERIOR LIGHT EMERGENCY BATTERY BACKUP LIGHTING CONTACTOR "LC2" G NTS 41 ;1 CUSTOMER LAUNDRY LIGHTING PLAN !..0/ SCALE: 1/4" = 1'-0" COORDINATE THE EXTENT OF ALL REQUIRED ELECTRICAL DEMOLITION WITH CONSTRUCTION MANAGER EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL - BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. O U- M U) V z - m w Y�z z Lij U) � o E-- o MLu 0 N LL � LLI a y 4� %1 ®r'-D � y %1 0 V STORE NO. 467 DOCUMENT DATE: In CHECKED BY: CAR DRAWN BY: It PROTO CYCLE: W CD UM LL J LL o� O U- M U) V z - m w Y�z z Lij U) � o E-- o MLu 0 N LL � LLI a y 4� %1 ®r'-D � y %1 0 V STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: CAR DRAWN BY: DFF PROTO CYCLE: SHEET: E3 CL W U O 0 z O v J U a T! N fA 0 J CDti CD co c d, 0 N ' M cCD N M -= O LL S WH -4, COORDIN TE FINAL HEIGHTS AND CATIONS WITH CONSTRUCTION MANAGER. LP1. 111111111m,11-11—mMall HOT WATER CLOSET POWER PLAN SCALE: 1/4" = 1'-0" CUSTOMER LAUNDRY POWER PLAN SCALE: 1/4" = 1'-0" COORDINATE THE EXTENT OF ALL REQUIRED ELECTRICAL DEMOLITION WITH CONSTRUCTION MANAGER EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. STORE NO. 467 DOCUMENT DATE: 02/26/20 CHECKED BY: CAR DRAWN BY: DFF PROTO CYCLE: SHEET: E4 ETR - UTILITY PAD - MOUNT TRANSFORMER ETR UTILITY COMPANYK, -� CT ENCLOSURE ETR - 1600A AUTOMATIC TRANSFER SWITCH SERVICE ENTRANCE RATED 100,000 AIC RATED NEMA 3R ENCLOSURE ETR - GROUNDING ELECTRODE SYSTEM _ 3 a LU J LU U U 0 0 Co J w rZ LO w v ii w 2 U O 0 z O U P v J U EJ w 1- C> v o a, 0 N C7 �p O N Ch -Q O LL S MDP SERVES: DISTRIBUTION LOCATION: BUILDING EXTERIOR FED FROM: UTILITY 467 Cl)� EXISTING PANELBOARD NEW U 208Y/120V, 3PH, 4W 1600A M.L.O. 65,000 AIC SURFACE MOUNT GROUND BAR ISOLATED GROUND BAR CK LOAD SERVED N WIRE BRKR PL PHASE A PHASE B PHASE C PL BRKR WIRE LOAD SERVED 1OOA M.C.B. CK 1 panel Ip1 (10) 10,665 I0 -- 500 3 58.1 34.9 62.1 134.9 1 1 56,0 134.9 3 400 -- panel Ip2 (10) 2 3 -- PANEL - - "FP1" __ FED FROM: MDP 4 5 60A - 120/208V,30,4W -- GROUND BAR 6 7 panel Ip3 (10) PHASE B -- 400 3 32.3 1 8.73 32:3 8.73 1 32.3 18.73 3 125 -- panel Ip5 (10) 0.09 12.38 8 9 -- 10 - 2 3 LTG - EXT. EMERG. (N,3) 12 20 1 - 120/208V/1 PH - 5 SPARE (N) -- 20 1 1 10 11 7 SPARE (N) -- 20 1 0.00 12.38 0.00 12.38 1 1 0.00 -- - 12 13 panel 1pa (10) 9 SPARE (N) -- 20 1 -- 300 3 21.3 8.71 21.3 17.95 21.3 16.20. 3 100 -- PANEL LP6 (N,14) 1 2.38 14 15. -- 2 30 - DRYER (N) 14 15 SPARE (N) -- 20 1 -- 16 16 17 -- 19 SPARE (N) - 0.00 1.44 1 0.00 0.72 -- 0.00 18 TOTAL CONNECTED TOTAL CONNECTED TOTAL LOAD PER NEC ARTICLE 220 FEEDER LOAD 164.0 21 SPARE (N) -- 20 1 167.3 159.4 KVA AMPS AMPS AMPS 25 SPACE 1366.8 1394.4 1328.7 490.8 KVA KVA 1362.3 490.8 1362.4 EPRESENTS THE AVAILABLE FAULT CURRENT IN 9�RMS SYMMETRICAL AMPS AT THE RESPECTIVE TRANSFORMER, PANELBOARD, OR EQUIPMENT. 1 ETR - UTILITY 19,070 COMPANY METER 20,404 ETR - 30OKW DIESEL C1600A GENERATOR „3P 120/208V, 3PH ETR - 5 SETS - 3-1/2" C. W/ (4)#400KCMIL, (1) #4/0 G CU LP6 467 Cl)� -Z) NEW U DRAWN BY: U PROTO CYCLE: N 208Y/12OV, 3PH, 4W U w N U 00 PANELBOARD 9,648 � 15,471 w w � 1OOA M.C.B. SERVES: LIGHTING & APPLIANCES PANEL 11,629 10,665 I0 LIGHTING WM v w 125A ETR (22K) AIC, SERIES RATED LOCATION: ELEC ROOM NEMA -1 PANEL PANEL "FP1" SURFACE MOUNT FED FROM: MDP 100A 60A 120/208V,30,4W 120/208V,30,4W GROUND BAR CK LOAD SERVED WIRE BRKR PL PHASE A PHASE B I PHASE C PL BRKR WIRE LOAD SERVED CK 1 LTG - CUSTOMER LAUNDRY (N) 12 20 1 0.13 1 12.38 0.09 12.38 0.00 12.38 2 30 10 DRYER (N) 2 3 LTG - EXT. EMERG. (N,3) 12 20 1 - 120/208V/1 PH 4 5 SPARE (N) -- 20 1 1 2 30 10 DRYER (N) 6 7 SPARE (N) -- 20 1 0.00 12.38 0.00 12.38 1 1 0.00 2.38 - 120/208V/1 PH 8 9 SPARE (N) -- 20 1 2 30 10 DRYER (N) 10 11 SPARE (N) - 20 1 - 120/208V/1 PH 12 13 SPARE (N) - 20 1 0.00 1 2.38 0.00 2.38 0.00 1.44 2 30 10 DRYER (N) 14 15 SPARE (N) -- 20 1 - 120/208V/1 PH 16 17 SPARE (N) - 20 1 1 20 12 WASHER (N,4) 18 19 SPARE (N) - 20 1 0.00 1.44 1 0.00 0.72 0.00 0.00 1 20 12 WASHER (NA) 20 21 SPARE (N) -- 20 1 1 20 12 REC - LAUNDRY (N) 22 23 SPARE (N) - 20 1 1 20 -- SPARE (N) 24 25 SPACE 0.00 0.00 1 0.00 0.00 0.00 0.00 SPACE 26 27 SPACE SPACE 28 29 SPACE ISPACE 30 TOTAL CONNECTED 8.71 7.95 6.20 KVA 72.6 66.2 51.7 TOTAL CONNECTED AMPS 22.9 KVA 63.4 TOTAL LOAD AMPS 22.9 63.6 PER NEC ARTICLE 220 FEEDER LOAD KVA AMPS 100% 21.9 100% 21.9 KVA 125% 0.00 125% 0.00 KVA LIGHTING 0.21 125% 0.27 KVA MOTORS 0.00 100% 0.00 KVA RECEPTACLES* 0.72 0.72 KVA KITCHEN 0.00 100% 0.00 KVA REFRIGERATION 0.00 100% 0.00 KVA HVAC - COOLING** 0.00 100% 0.00 KVA HVAC - HEAT** 0.00 0% 0.00 KVA LARGEST MOTOR 1 0.00 25% 0.00 KVA 22.9 KVA *FIRST 10kVA AT 100% AND REMAINING AT 50% **LARGEST OF COOLING OR HEATING ETR - SWITCHBOARD "MDP" 1600A, 120/208V, 3 -PH 65,000 AIC, NEMA -3R b ETR / b ETR b ETR / b ETR / b NEW C500A C 400A C 400A C 125A C 100A 3P3P 3PI 65K AIC ` I 65K AIC I 65K AIC \ I 65K AIC ` I 65K AIC J Y 0 L U N U W U� U C,662> LU ETR PANEL "LP1" 600A 120/208V,30,4W 65K AIC NEMA -1 J � U Y U LOv UETR - 2-1/2"C. W/ (4)#3/0, U N (1)#3G, (1)#8 IG CU N r v r U N °? O ETR -3-1/2"C. W/ (4)#500KCMIL, (1)#3 G CU v �-W �- CV ... W C191 15,699 11,535 W 2 -SECTION ETR 2 -SECTION ETR ETR PANEL PANEL PANEL PANEL PANEL W/ "LP2" W/ "LP3" "LP5" FEED FEED THROUGH 400A THROUGH 400A 225A LUGS 120/208V,30,4W LUGS 120/208V,30,4W 120/208V,30,4W 65K AIC 42K AIC 42K AIC NEMA-1NEMA-1 NEMA -1 M U00 U 9,531 T ^ r r NEW PANEL-LP6 100A M.C.B. 120/208V,30,4W 22K AIC NEMA -1 U 467 Cl)� -Z) V U DRAWN BY: U PROTO CYCLE: N U U U w N U 00 A 6 9,648 � 15,471 w w � v PANEL 11,629 10,665 I0 LIGHTING WM v w 125A ETR ETR NEMA -1 PANEL PANEL "FP1" "FP2" 100A 60A 120/208V,30,4W 120/208V,30,4W 42K AIC 42K AIC NEMA -1 NEMA -1 1 ONE -LINE DIAGRAM NM M U00 U 9,531 T ^ r r NEW PANEL-LP6 100A M.C.B. 120/208V,30,4W 22K AIC NEMA -1 U 467 0 -Z) CHECKED BY: CAR DRAWN BY: U PROTO CYCLE: N UJ N N U N G A 6 9,648 � 15,471 w w � ETR PANEL ETR "HWY1" LIGHTING CONTACTOR 125A 120/208V,30,4W 10K AIC NEMA -1 COORDINATE THE EXTENT OF ALL REQUIRED ELECTRICAL DEMOLITION WITH CONSTRUCTION MANAGER EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL DRAWINGS AND MAY NOT REFLECT EXACT "AS -BUILT" CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE NEW WORK AND DEMOLITION WITH ALL OTHER DISCIPLINES AND EXISTING CONDITIONS. HARRISON FRENCH & ASSOCIATES, LTD 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com -6 m w Z� WHE ¢Wt= RZ w <W+iiw���g.H y O O LLp���QZ��ZO LL ��W1LL_= t= C taWu V to Z OQuJiO NI1.�7ZU1iH WIL I- W C� zW O Z W Z g z,�-, o��ir:3 H Ca.�o�Z�� d' LO UM LL J ILL LL O � V LU z Y� w Z Z Cl w O N LL � a Q c o r" -D o� O ,o2a o81168 � ,3 STATE OF ;� � .� i 0��, Nathan Connors, P.E. License #81168 Harrison French & Associates, LTD COA #26421 J ISSUE BLOCK STORE NO. 467 DOCUMENT BATE: 02/26/20 CHECKED BY: CAR DRAWN BY: DFF PROTO CYCLE: PANELBOARDS & SCHEDULES SHEET: E5