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Home My WebLink AboutCombined Drawings GENERAL SCOPE OF WORK INDEX OF DRAWINGS: + REMODEL/EXPANSION • ADD OIL PITS TO EXISTING SERVICE BAY ARCHITECTURAL I 1H Al • ADD PULL-THRU SERVICE BAY (ADDITION) YC1 COVER SHEET AND INDEX • RE-BRAND TO SPEEDCO ARCHITECT YSP1 OVERALL SITE PLAN • ADD 2K GAL USED OIL TANK • CONVERT EXISTING USED OIL TO PRODUCT OIL YSP2 ENLARGED SITE PLAN AND DETAILS • ADD CHANGING ROOM YLS1 LIFE SAFETY PLAN • ADD 50'-0" OIL PIT AT BUILDING ADDITION YD1 DEMOLITION PLAN • NEW LIGHT POLE AND BASE • NEW CONCRETE ISLAND YA1 OVERALL FLOOR PLAN • NEW STRIPING AT TRUCK PARKING YA2 SCHEDULES, WALL SECTIONS, AND DETAILS HARRISON FRENCH YA3 EXTERIOR ELEVATIONS AND DETAILS & A s s o c i A T r; s , L T D PROJECT DIRECTORY YA4 INTERIOR ELEVATONS 1705 S.Walton Blvd.,Suite 3 OWNER: MEP ENGINEER: YA5 LUBE PIT PLAN AND SECTIONS Bentonville,Arkansas 72712 LOVES HARRISON FRENCH &ASSOC., LTD YA5.1 LUBE PIT PLAN AND SECTIONS t 479.273.7780 10601 N. PENNSYLVANIA AVE. 1705 S WALTON BLVD, SUITE 3 YA6 LUBE PIT SECTIONS AND DETAILS OKLAHOMA CITY, OK 73120 BENTONVILLE, AR 72712 f 888.520.9685 ATTN: JIM SCHAD CIVIL ENGINEER: www.hfa-ae.com ARCHITECT: HARRISON FRENCH &ASSOC., LTD HARRISON FRENCH &ASSOC., LTD 1705 S WALTON BLVD, SUITE 3 STRUCTURAL 1705 S WALTON BLVD, SUITE 3 BENTONVILLE, AR 72712 BENTONVILLE, AR 72712 OIL DRAWINGS: YS1.0 GENERAL NOTES &TYPICAL DETAILS z w-wo w o o o w STRUCTURAL ENGINEER: HARRISON FRENCH &ASSOC., LTD YS2.0 FOUNDATION PLAN &TYPICAL DETAILS w w z Z o HARRISON FRENCH &ASSOC., LTD 1705 S WALTON BLVD, SUITE 3 YS3.0 FOUNDATION DETAILS w J w'w 1705 S WALTON BLVD, SUITE 3 BENTONVILLE, AR 72712 w w w=w o�z o o YS3.1 LUBE PIT PLAN AND PIT DETAILS o o Q o w a o BENTONVILLE, AR 72712 FIRE PROTECTION: w w Z z HARRISON FRENCH &ASSOC., LTD YS3.2 LUBE PIT PLAN AND PIT DETAILS O o ~m Q w-2 w 1705 S WALTON BLVD, SUITE 3 a ~~o w a z �i-�i- n cc woa=aia BENTONVILLE, AR 72712 aano�o�o�-� O w NOTE: Q x , z z�w z �o<-��00000 J r- CONTACT THE CONSTRUCTION PROJECT MANAGER FOR ALL RFI'S, QUESTIONS w a¢Z REGARDING BIDDING, OR FOR A LIST OF GENERAL CONTRACTORS. MECHANICAL �_ o 1 w m it,=w o --wxra��-�- XH2_�ooaoz �ou000¢i wzo PROJECT DATA YM1.0 MECHANICAL AND PLUMBING SPECIFICATIONS YM2.0 MECHANICAL FLOOR PLAN BUILDING CODE: 2017 FLORIDA BUILDING CODE YM2.1 PLUMBING FLOOR PLAN L0 Z O MECHANICAL CODE: 2017 FLORIDA BUILDING CODE YM2.2 AIR AND WATER PLAN O PLUMBING CODE: 2017 FLORIDA BUILDING CODE 06 �— YM3.0 MECHANICAL DETAILS &SCHEDULES � p cr im CD ELECTRICAL CODE: 2014 NATIONAL ELECTRIC CODE YM3.1 OIL WATER SEPARATOR DETAILS 1- _j ZD Q FIRE CODE: 6TH EDITION FLORIDA FIRE PREVENTION CODE ACCESSIBILITY CODE: 2017 FLORIDA BUILDING CODE LIFE SAFETY CODE: 6TH EDITION FLORIDA FIRE PREVENTION CODE ELECTRICAL LV < c) ENERGY CODE: 2017 FLORIDA BUILDING CODE U CO QLLJ w Cn BUILDING OCCUPANCY: S1 YE1 ELECTRICAL SPECIFICATIONS &GENERAL NOTES z W ry Cr U CONSTRUCTION TYPE: V-B; SPRINKLED YE2 SCHEDULES & NOTES Y O W YE3 LIGHTING FLOOR PLAN U DISCLAIMER: EXISTING CONDITIONS SHOWN ARE BASED ON DRAWING AND/OR co ~ LU w YE4 POWER FLOOR PLAN INFORMATION PROVIDED BY THE OWNER'S REPRESENTATIVE. THE ARCHITECT AND O Uj = ENGINEERS HAVE NOT FIELD VERIFIED THIS INFORMATION AND ASSUME NO YE5 SITE POWER PLAN N 0 0_ J a RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS OF THIS INFORMATION. ILL. 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. CIVIL y LEGEND C0.0 COVER SHEET [� YCV1 EXISTING GRADES j J �X DOOR NUMBER x/Ax.x SHEET LOCATION YCV1.1 SITE PLAN V ®r,- D YCV2 GRADING PLAN DETAIL MARKROOM NUMBER YCV2.1 UTILITY PLANy x x SHEET LOCATION YCV3 DETAIL SHEET O WINDOW NUMBER INTERIOR FINISH NUMBER HEIGHT REFERENCE POINT OIL DRAWINGS w OX 0 EQUIPMENT NUMBER A SIGN TYPE T-1 USED OIL PIPING AND ABOVEGROUND STORAGE TANK LAYOUT 4 T-2 USED OIL TANK AND EQUIPMENT DETAILS O BUILDING AREA O REXISTING BUILDING AREA: LOBBY: 417 SO FT FIRE PROTECTION AIR COMPRESSOR ROOM: 94 SO FT SERVICE CENTER: 1,083 SO FT YF1 FIRE SPRINKLER PLAN & NOTES MEZZANINE: 886 SO FT NEW CHANGING ROOM: 78 SO FT 0F_F40 Tr vel Stop & Cou try Store EQUIPMENT STORAGE: 158 SO FT �P,MPRIE C RISER ROOM: 73 SO FT a%P\ �0�.�'9 USED TIRE STORAGE: 205 SO FT �� TIRE STORAGE: 1,408 SO FT • ; ; • SERVICE BAYS: 3,010 SO FT � AR99512 TOTAL: 7,412 SO FT ��% �,0 NEW BUILDING AREA: SERVICE BAY ADDITION: 2,100 SO FT FRED_ARG� TOTAL AREA: 9,512 SO FT ALLOWABLE AREA PER FLOOR PLAN: 9,000 SO FT(ALLOWABLE INCREASE OF 300%to 36,000 SO FT) SEE IBC 506.3 SPEEDCO RE BRANDING ABBREVIATION LEGEND RESPONSIBILITY SCHEDULE JamiMne #AR99512 rchitect Harrison French& NOTE: THIS IS A GENERAL ABBREVIATION LIST AND NOT ALL ABBREVIATIONS MAY GC-GENERAL CONTRACTOR 0-OWNER Associates,LTD APPEAR IN PLANS - COA#AA226001029 ABBR DEFINITION ME MASONRY ELEVATION FURNISHED BY INSTALLED BY AB ANCHOR BOLT MECH MECHANICAL WORK SCHEDULE ACOST ACOUSTIC MFR MANUFACTURER & LIGHT MECHANICAL ADDITION ADA AMERICANS WITH DISABILITIES ACT MIN MINIMUM GENERAL GC O GC ADJ ADJACENT MISC MISCELLANEOUS AFF ABOVE FINISHED FLOOR MTL METAL DEMOLITION X AFG ABOVE FINISHED GRADE NTS NOT TO SCALE CONC. SLAB/CUT/ PATCH X X ALUM ALUMINUM OC ON CENTER �/ ALT ALTERNATE OH OPPOSITE HAND PAVING X X ISSUE BLOCK ANC ANCHORS OHD OVERHEAD DOOR ARCH ARCHITECTURAL OP OPERABLE PANEL BOLLARDS X X ZL 09/13/19 ADD 2 AT ACOUSa BD BOARDTICAL TILE OP/CI COWNER O TRACTTORIDED INSTALL X X 4� 05/22/20 ADD 4 DOOR HARDWARE oBOS BOTTOM OF STEEL OWNER PROVIDED/ z OP/01 OWNER INSTALL CIL CEN HOLLOW METAL DOORS BEARING OWNER PAINT x x P. LAM PLASTIC LAMINATE � ` � \ CLR CLEAR PT PAINT Uj STORE #467CMU CONCRETE MASONRY UNIT PVC POLYVINYL CHLORIDE ENGINEERED STEEL (METAL BLDG) w COL COLUMN QTY QUANTITY METAL BUILDING INSULATION X X o CONC CONCRETE REF REFER TO X } CONST CONSTRUCTION REQD REQUIRED WALL PANELS STORE N0. 467 CONT CONTINUOUS o Sc SOLID CORE ROOF PANELS CT CERAMIC TILE SIM SIMILAR X ` / DOCUMENT DATE: 05/14/19 DIA DIAMETER SPECS SPECIFICATIONS TRIM n U EF EXHAUST FAN STD STANDARD PLYWOOD ` x , ` / CHECKED BY: ELR EL ELEVATION STRUC STRUCTURAL n 4 DRAWN BY: JTH 0 ELEC ELECTRICAL SUSP SUSPENDED 200 S KINGS HWY O RESPONSIBILITY SCHEDULE: FIBER CEMENT PANELS z ADD OIL/WATER SEPARATOR TO SCHEDULE. EQ EQUAL TEMP TEMPERED PROTO CYCLE: o ETR EXISTING TO REMAIN THK THICKNESS METAL STUD X X TO TOP OF N FF FINISHED FLOOR ` / ` ' a,U_ FRP FIBERGLASS REINFORCED PLASTIC TOC/TC TOP OF CONCRETE SIGNAGE x x o, _ o FORT PIERCE FL 34945 FTG FOOTING TOG TOP OF GRADE BEAM BRICK X X COVER SHEET a ' FV FIELD VERIFY TOM TOP OF MASONRY GC GENERAL CONTRACTOR TOP/TP TOP OF PAVING X X AND INDEX OIL/WATER SEPARATOR H HEIGHT TOS TOP OF STEEL HC HANDICAP TYP TYPICAL 0 m J CO � o HM HOLLOW METAL UNO UNLESS NOTED OTHERWISE o 2 HWT HOT WATER TANK VERIFY IN FIELD SHEET: `�' o INFO INFORMATIONW WIDTHYC1 o L LENGTH WWF WELDED WIRE FABRIC ANY ITEMS NOT LISTED ABOVE TO BE INSTALLED BY GC. MAX I MAXIMUM J, PLAN LEGEND ---------------------- - --- — -$ EXISTING TO REMAIN ARCHITECT F ICT L o L o t —— — — — — NEWENGINEER — — — — — — — — • ------------_----- _ _——__= NEW CONCRETE ---- ---------------------___________ _________________________________________________________ HARRISON FRENCH — — — — — — — — — — — — — — — —ORANGE AVE - - — — — — — — .:.:.:.:.:.:.:.:.:.:.:.:.:. . NEW LANDSCAPING & ASSOCIATES , LTD 1705 S.Walton Blvd.,Suite 3 a• \\` ------- ------J'---------------------------------------------------- � _ ---------------- Bentonville,Arkansas 72712 --------- --------- -------------------------_ ------------ t479.273.7780 f 888.520.9685 www.hfa-ae.com 1 J 1 \ I \ z w I w0 ui m I \ z �wLLwo¢ \ \ LU O a u a 0 w • \ LU o o I `\ o�N�acw. =FZo I _ _ `\ O w w z r x \ \ LL ¢x i�F=HO��=�� a OxwwUo I \ \ \ O w LL n F Q K m \ \ LLQmOF-Oo �� Z H Z O W Z • \ `\ \ \` U �o0000aawwa8 \ \ \ \ L0 \ O I d• Oz5 �- co I I II I \ `.J CD CD M d. z II 11 �II ♦ vv v Q I I IIII ■ T � � LL O I I I I I ■ � \\ J Z Q M �O = LLJ Q U o co 0 I I I I \\ v w =co LU Z LLI U — O w EXISTING TRUCK ♦♦ Y n' U :�Ei PARKING, TYP. ` � Cl) C w CD0 0 w CD O ` N LL a I I I I I \ \ I IIIi ■ o■ EXISTING TRUCK `\ j ■ qb; SCALE o ♦♦ I I I I I ®r"— D I I I I I I o v v I I I I I I I \ I I I I I I I ♦ ` v 1 II � ■ I ° I I I I I I -- I ° I ♦ \ I I I I I ( -- I� I ♦ \ O 7 EXISTING FUEL i"° EXISTING TRUCK EXISTING PULL \ UNDERGROUND 1 1 ISLAND &CANOPY UP STRIPE i ■ STORAGE TANKS ° 4 EXISTING ♦ vv o TRANSFORMER EXISTING \ \` ��.OF-pto aL J GENERATOR \\\ �� \MPRIE coo EXISTING LOVE'S EXISTING TRASH ,'�P �- 4 ------- TRAVEL STOP COMPACTOR ♦♦ ' I G=�5) Cc� ENCLOSURE I I _ ■ Z i ` \ ` \ \\ �` AR99512 ;A. \ C 1 i z ~ EXISTING AUTO ° G�7 j \ \ �C` <(� IIII I Y ISLAND & CANOPY I I I TFRED ARG� I I (� � I I a ` ` ` IIII I I I I II I I EXISTING LIGHT POLE AND ISLAND I — , I amMarie Architect `-------- _ TYP. \\ License#AR99512 `\ Harrison French& 117 I I I EXISTING ♦ ` \ Associates,LTD IIII EXISTING CAR _j STRIPING, TYP. ♦ COA#AA226001029 PARKING, TYP.--- I I I I I I � I I I I I I I I II I ` vvv EXISTING TRUCK EXISTING TRUCK \ IIII PARKING, TYP. PARKING, TYP. EXISTING RV PARKING, TYP. I I I II I I I II I ♦ ` I I I I v I v I C I I I 4 Wet Detention \ \ a EXISTING EXISTING CAR \PROPANE TANK PARKING,TYP. 3.4 Acres ` \ \\ ISSUE BLOCK 4 05/22/20 ADD 4 I I El YSP2 EXISTING WET ` a 4 EXISTING AIR- 'O ` z I DETENTION AREA \ I I I I i WATER ISLAND v ` w 4 \ \ I I II � I .. I ♦♦ \� J I I I I o■ �o \ \ \ 4 w I M \ \ O rz I I II d } III 4 ♦ STORE NO. 467 o EXISTING SANITARY EXISTING LIGHT SEWER MANHOLE POLE SPEEDCO SIGN TO BE ADDED TO DOCUMENT DATE: 05/14/19 EXISTING PYLON SIGN, PERMITTED ■ AND INSTALLED BY OTHERS CHECKED BY: ELR 5 I I o EXISTING v BACKFLOW DRAWN BY: JTH0 II 1? o I 4 PREVENTER ♦ ` I I a ♦ PROTO CYCLE: o coo I III o w I I 7 � - r z r z ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ �� I I o � VERALL Li I I JI � y I I I I I///IIII • � � � � \ I SITE PLAN J SITE PLAN M � o N � SCALE:1" = 60'-0" NORTH SHEET: o � _l A CD Yspi N M >'O PLAN LEGEND SITE LIGHTING PIER SCHEDULE EXISTING TO REMAIN ARCHITECTE CT HEIGHT ABOVE ADJACENT GRADE DEPTH BELOW GRADE REINFORCING NEW . NEW CONCRETE X 3'-011 TO 4'-011 y 6'-0" (6) #8 VERTICALS • - - - - - - - - - - - - • • • HARRISON FRENCH NEW LANDSCAPING & ,� ssocIATES 1, '1 D x 4'-1 11 TO 5'-011 y 6'-811 (6) #8 VERTICALS 1705 S.Walton Blvd.,suite 3 Bentonville,Arkansas 72712 X 5'-111 TO 6'-011 y 7'-011 (6) #8 VERTICALS t479.273.7780 f 888.520.9685 www.hfa-ae.com X 6'-111 TO 7'-011 y 7'-611 (6) #8 VERTICALS w � m X 7'-1" TO 8'-0" Y 8'-011 (6) #8 VERTICALS LIGHT POLE z LLwo &FIXTURE 2'0"DIA. LIGHT POLE � o a o Z J &FIXTURE ww�xUZwa NON-SHRINK GROUT w LL w II 1 11 I II x 8 -1 TO 9 -0 Y 8 -6 (6) #8 VERTICALS N NON SHRINK GROUT w o Q a oLL 3/4"CHAMFER 0 wow~Z2 J ~era--OLL�~qaa 3/4"CHAMFER 11 ao��wws�o ANCHOR BOLTS aQ000 X 9'-1 " T010'-0" Y 8'-6" (6) #8 VERTICALS ��T-��—, ANCHOR BOLTS O - S Z LL LL W 11 1 11 I BY POLE MANUFACTURER o- Z W Z w= II 1 11 I BY POLE MANUFACTURER Q , Q ¢o J o o m I II II z�o_�22 oo 3"MIN II II 1 r-�I-TRH- ¢w�"i a w n ='c�pz~fin-year �- a wai��=w 0=� PROVIDE #3 TIES @ 12" O.C. ON EACH PIER - w " III 1 I 11 III 1 0� o U II 1 I 1 H N¢z�LLooaoz c? w -,rT�r-i 3"MIN +71r--IL-llr,-i #3TIES@12"O.C. cn �o �000¢a�a >> � 1 II I II 1 o II 1 11 1 =zo-u az�u zo m X = 1 II II 1 U JL�JL_4 Q I II 1 11 1 0 1 11 1 FINISH GRADE OR V-6" V-6" w 1 11 1 n I Q I 11 1 11 I TOP OF PAVING u, r-�1-t-�-1 0 > I -�I-T-1�-1 _ (4)6" STEEL PIPE FILLED LO Z cn I 11 I ch I II 1 11 -+ 1 11 1 L_ II _L II UNDISTURBED OR W/3000 PSI CONCRETE O_ SITE LIGHTING PIER SCHEDULE I 11 11 I FINISH GRADE I ,r 1 �� I _ ti 11 11 1 1 11 1 11 1 COMPACTED EARTH i J- REF:B/YA2 It � F— �_LL1LL_a �__IL+JL_4 SEE SOILS REPORT C7 0 c VARIES i i i ii ii i `� ,� ` ,� J Z Q Q C� HEIGHT ABOVE ADJACENT GRADE DEPTH BELOW GRADE REINFORCING CURB ;_ ___ 1 ° ° 1; LIGHT POLE BASE >= z Q I UNDISTURBED OR = o a z y___1 _r (6)48 VERTICAL w Q U -- -- T i COMPACTED EARTH w w N v jI !` Ij `" LIGHT POLE& FIXTURE (n (� 0 z x 3'-0" TO 4'-0" Y 2'-011 #5 @ 6" O.C.E.W. TOP & BOTTOM 1 I SEE SOILS REPORT p �, _ ca I A I z = � ji � \-4 -�— 314"CONDUIT � ° � � (� � CO LL, Q w r---r---1 - �' F�-------�1 ° z �JJ Cr U w I 13/4"CONDUIT ¢ 1 1 BURY 24"BELOW a LJJ---- 4'-1 " TO 5'-0" 2'-011 #5 6" O.C.E.W. TOP & BOTTOM o I I BURY 24"BELOW m r_�_ T__,7_� _T__�_�__T__� GRADE MIN. - -� ° - - ° o -T- Y o X Y @ w I I GRADE MIN. z Of �o I I (n 1— I v ---- -a 2E w I I a ° W w 1 1 ---- --- - J O w 0 I 11 1 11 1 11 II w I i_1__:_- - _a_ _1-- _-` ° ° - X 5 -1 TO 6 -0 y 2 -0 #5 @ 6 O.C.E.W. TOP & BOTTOM I I #3TIES @ 12"O.C. �' J ------- Uj M (6)#8 VERTICAL #5 DOWELS -t- \ -�- � FOOTING BY LAP 30"W/VERTICAL II, w X 6'-111 TO 7'-011 y 2'-0" #5 @ 6" O.C.E.W. TOP & BOTTOM ' ' J I I � GENERAL PEDESTAL REINFORCING L_____--J FOOTING BY CONTRACTOR 1 11 I II I II II 7 -1 T - 2 - GENERAL #5 @ 6"O.C.E.W TOP X 0 8 0 y 0 #5 @ 6 O.C.E.W. TOP & BOTTOM CONTRACTOR 6'0"SQUARE &BOTTOM 2'-0"DIA. 4 X 8'-111 TO 9'-011 y 2'-011 #5 6" O.C.E.W. TOP & BOTTOM PIER OPTION V� @ SPOT FOOTING OPTION 6'�cuRB FOUNDATION PLAN y X 9'-111 TO 10'-011 y 2'-011 #5 @ 6" O.C.E.W. TOP & BOTTOM 2 0 DIAMETER LIGHT POLE FOUNDATION 5 PROVIDE #3 TIES @ 12" O.C. ON EACH PIER SCALE: 1/2" = 1'-0" 0 cc 0 WIDTH VARIES T� „h h _b „_B O NEW TRENCH FOR NEW PIPE BOLLARDS. TYP. (7) 12" PIPE BOLLARDS. 4-0 5'-0" 5'-0" 4-0 FIELD VERIFY REF: STRUCTURAL UNDERGROUND AIR LINES, TYP. REF:2/YA2 DRAWINGS FOR SLAB REF: MECHANICAL &4/YSP2 T� 00 O O 00 _ REINFORCEMENT #4 x 1'6" LG. DOWELS @ NEW CONCRETE STOOP 0 0 24" OC - DRILL & EPDXY CONCRETE SLAB. REF. v - v GROUT 6" INTO EXISTING STRUCTURAL DRAWINGS o TYP. REF: 2/YSP2 EXISTING BOLLARDS _ - REFER TO OIL DRAWING h O 00 - T� FOUNDATION a iv TO REMAIN, TYP. SHEETS FOR NEW TANK, q <<<< �0 0 L? ��-- --°=a__ __a CONCRETE PAD AND O OFF O o °oa o - ==� 0 _ O O O TRENCHING. CENTER o z APB MPRIE C EXISTING — — — — VAPOR RETARDER, FIELD ao O° O NEW TANK ON NEW SLAB g O O CONCRETE III=III=III=III=III— = VERIFY (ONLY UNDER EPDXY lie III—III—III—III—III— RESIN FLOORING OR WHERE — * — 1I I—III—III—I� —HIM I-111— I I EXISTING UNDER SLAB) AR99512 III—III—III=III=1�1—I� AGGREGATE BASE, REF: 'CG III—III—III—III—III—III— STRUCTURAL z ��'�S; � —I 11=1 I M I F1 11=1 11=I I m III=III=III=III=III=III COMPACTED BACKFILL j TFRED ARG� =III=III=1 =III=III=11 0 z CONDUIT OR PIPE III=III=1I DO NOT PLACE VAPOR RETARDER UNDER Q - U 4 SIDEWALK LOCATIONS _1 m Q ° p NEW LOADING ZONE Jami Marie Cook,Architect TRENCHING DETAILS L m ¢ License French 4 = w J _ Harrison French& SIN p Associates,LTD n = A w SLOPE COA#AA226001029 SCALE 3/4 1 -O LO m z 4"WIDE PAINTED STRIPES 2"JOINT SEALANT, DOWEL INTO EXISTING FLATWORK WITH CD ON EXPANSION FILLER #4's X 18" LONG @ 18" O.C. OFFSET w (4)6" PIPE BOLLARDS. aw a a a p DOWELS 6"-9" FROM PRIMARY REBAR. 1 j TYP. REF: 2/YA2 O O O O J CONCRETE W/BROOM EXPANSION CAP OR GREASE END OF Cn t i t FINISH TYPICAL DOWEL @ NEW CONC. z NEW LIGHT POLE AND 15-0 o Q O ------ H I I IU BASE, REF ELECTRICAL\"* ill JIM — . . . . I I I I I I H a a NEW LANDSCAPING : AND 5/YSP2 I 11_fT-1 I IT TI I w O a a a U =1 I I-1I 1-1I 1=1I1- z 0 0 0 0 w ISSUE BLOCK `� `� `� �' O z z 4 4� 05/22/20 ADD 4 I—III—III—III—III—III—I I—I I—I I O Q I, III;III;,III11111�111�=1111=III III O O U —III=1 U 0 00 p 6" CRUSHED ROCK EXISTING CONCRETE z 3 SIDEWALK SECTION N SCALE: 1/2" = 1'-0" 2. o,. $„ -°" p J8" 1 V-6" �3' 6" w Q 5 0 20'-4" SLOPE J z N REFER TO CIVIL FOR STRIPING c°n 4" CONC STOOP SIZES AND EXACT LOCATIONS } WITH 6"WWF NEW RELOCATED 0 1 CONCRETE ACCESSIBLE STORE N0. 467 CENTERED IN CONC 2% MAX STOOP TYP. PARKING DOCUMENT DATE: 05/14/19 SLOPE _ REF: 2/YSP2 MATCH FINISH Q z FLOOR ° O O O O O O CHECKED BY: ELR U ELEVATION V-6" DRAWN BY: JTH U 1 PAINTED ACCESSIBILITY 0 1 " EXPANSION 18" MIN. 10'-0" 10'-0" 10'-0" g 14., 10'-0" 10'-0" 10'-0" NEW TRENCH FOR SYMBOL PER A.D.A. �2 PROTO CYCLE: o JOINT NEW RIDGE EXISTING EXISTING UNDERGROUND REQUIREMENTS (WHITE SYMBOL U VENT RIDGE VENT RIDGE VENT USED OIL LINE, REF: ON BLUE BACKGROUND), TYP. a) _j TO REMAIN TO REMAIN MECHANICAL&4/YSP2 R 30'-0" 97'-2" o ________ ENLARGED NOTCH PAVING METAL BUILDING ADDITION EXISTING METAL BUILDING SITE PLAN GC TO TRANSITION FROM WHERE BRICK 127'-2" NEW FINISH FLOOR TO EXTENDS BELOW OVERALL METAL BUILDING AND DETAILS 4"WIDE PAINTED E J ADJACENT PAVING. FINISH FLOOR STRIPES co � M � N STOOP DETAIL i ENLARGED SITE PLAN SHEET: o n SCALE 3/8° = 1'-0� I SCALE 1" = 10'-0" NORTH NM YSP2 � O LEGEND ■ ® . . . . . 36"PATH OF TRAVEL E- M'"°'` 36"WIDE PATH OF TRAVEL FROM MEZZANINE Egress Area & Occupant Load Calculations Occupant Load Calculation Per IBC 1004.1.2 Table: HARRISON FRENCH & ASSOCIATES , LTD Lobby Area 417 SF 417 SF @ 100 SF GROSS= 5 Occupants 1705 S.Walton Blvd.,Suite 3 Total Occupant Load For Area(A)= 5 Occupants Bentonville,Arkansas 72712 t 479.273.7780 M Egress Width Required Per IBC 1005.3: f 888.520.9685 a) 0.2 Inches Per Occupant @ 5 Occupants= 1 Inches www•hfa-ae.COM L. Total Inches Req'd for Area(A)= 1 Inches Required Egress Width Provided: ¢w W W Eav3a w 1 Door(s) @ 32 inches= 32 Inches w W Total Inches Provided For Area(A)= 32 Inches Provided g Z LL Z w a,,lor-ao- a S Occupant Load Calculation PeriBC 1004.1.2 Table: o E IL i3�G�ww 0 is G w F- is W(3 Z Changing Room Area= 78 SF g Z Q o f _8 o 78 SF @ 50 SF GROSS= 2 Occupants a � �W W W W Total Occupant Load For Area(B)= 2 Occupants o w 4 Egress Width Required Per IBC 1005.3: � Z 0.2 Inches Per Occupant @ 2 Occupants= 0.4 Inches O L Total Inches Req'd For Area(B)= 0.4 Inches Required H Egress Width Provided: z Q _ LL I 1 Door(s) @ 32 inches= 32 Inches Z Q o Total Inches Provided For Area(B)= 32 Inches Provided W U Z ZW Occupant Load Calculation Per IBC 1004.1.2 Table: O W z Service Area= 1,083 SF Y U '+ J 1083 SF @ 300 SF GROSS= 4 Occupants ~ W w v ` —-- --------------- — —--- - —- --- -- - - --- Occupants C9 O V Total Occupant Load For Area{C)- 4 p O O a. _ 1 Egress Width Required Per IBC 1005.3: 0.2 Inches Per Occupant @ 4 Occupants= 0.8 Inches 0�� DOO� sh _ F = 0 , -- - � ,-� � Total.Inches Req'd or Area(C) .8 Inches.Required , ■ ■ ,,._� ---------- b Egress Width Provided: O 0 a 2 Door(s) @ 32 inches = 64 Inches Q ■ ■ � a € . o . . . . m . . . r . . . . ® - . . . . . . . . . . . m . . . . — Total inches Provided For Area(C)= 64 Inches Provided Q ■ O ■ ,, ■ - - - '� O 0 � � D■ ■ ; �� = ___-...__._ Occupant Load Calculation Per IBC 1004.1.2 Table: -- ---- '� Tire Storage Area- 1,408 SF �1 ■ ■ ` 1408 SF @ 300 SF GROSS 5 Occupants Total Occupant Load For Area(D)= 5 Occupants a ■ 0 ■ ----- _ ----- -- -- -- -- - -- - ■ ',' - - - - ■ _-____ - _-__ i it �1 l Egress Width Required Per IBC 1005.3: O ■ �- ■ - -_ _-----_.—____..__ -____ I "I L 0:2 inches Per Occupant @ 5 Occupants= 1 Inches Total Inches Re 'dFor Area D - 1 Inches Required FE]0 D � �� ■ ` ! �— � ■ i i � T q ------------------------- wo OO ■ ` I EXISTING USED Egress Width Provided: 0 D \ . . . . . . . . . . s . . . . ® . . . . . . . . 'll 2 Door(s) @ 32 inches= 64 Inches TIRE STORAGE. I O ti i II = 64 Inches Provided ®F F ■ EXISTING TIRE ________ _— I I 205 SQ FT Total Inches Provided For Area(D) �,�� ___`C®� 0 , a O 0 ■ ---- ` STORAGE (� P R I� Co ®® G� O 0 ■ ` I ? Occupant Load Calculation Per IBC 1004.1.2 Table: . •'Z 1,408 SQ FT MA 2 1 > ' ■ ` .i ,- -j ail Service Bay Area= 5,110 SF 0 l� O I I t� ■ - 6 - _ - - -- --- --- ------:' ? 5,110 SF @ 300 SF GROSS= 18 Occupants Uj■ I I I Total Occupant Load For Area E = 18 Occupants AR99512 ❑ 0 p { ) 0 ---- - ■ , . ., F G ' :. a z , r>> 1 Jsi&,/ i. i' va -, >. n . , , i .. . su ��✓a/./_.I. n._�G% l_e�.r lL. -/.�1„<�h ; t Per 1U05.3: _..� ..�_. ___ ,�_��11 -,��r.��_,:._r..�a .,.� _ ,. � ��✓:._._ .cam ---- - ----� �-- _ -__ ,. � Egress Required Pe O O D ■ \ - J L Inches Per Occupant 18 Occ s= 3. Inches p�r -__-_.______—_—_____-_.—..-- � _ / � 0:2 the u pant @ u ant 6 0 D - 0 ■ � � `T� 1 � � ! :Total Inches Req'd For Area(E)= 3.6 Inches Required bib- i- ----------- - _ _ 0 __- ----- -- ----- -_------ - --- I - - I ; - - - - __ ♦ ♦ / JamLi ense#AR99512i Marie Cook,Architect �- I- ♦ . Egress Width Provided: 2 Door(s) 32 inches= 64 Inches Harrison French& ! I fr i _1 � - ■ Associates,LTD F ;; �' E�� ♦ Total Inches Provided For E 64 Inches Provided ( ) COA#AA226 01029 L E ® EXISTING �_ z__ ' �y^ ■ EXISTING SERVICE 1 NEW SERVICE F :;,I I!� v I ■ Occupant Load Calculation Per IBC 1004.1.2 Table: i Mezzanine Area= 886 SF BAY �� SERVICE BAYS CENTER - 2 100 SQ FT I ; 3,010 SQ FT 1,083 SQ FT f ! : ■ 886 SF @ 300 SF GROSS- 3 Occupants .� �' � I _I I,�r� -- ! I � � ■ � � � Total Occupant Load For Area(F)= 3 Occupants.. V /� - ■ ,i ■ ----� Egress Width Required Per IBC 1005.3: - " _ -- - -- - - .� ,+ ., •, , ;,ICI; ,-_ � - ■ - -- -, ''�' � __- .____._ _.� I W 0.2 Inches Per Occupant @ 3 Occupants- 0 6 Inches /� ;, ■ \ {-- - -1 I --- ISSUE BLOCK - - �. Total inches Req d For Area(F)= 0.61nches Required ■ ■ ■ f jf I Egress Width Provided: --- , • - j 2 Door(s) @ 32 inches= 64 Inches ■ f1 - Total Inches Provided For Area(F)= 64 Inches Provided ■ EXISTING Q I - �, ■ z � -- - 7,�---- ■ _ LOBBY 0A _ 1 +..// 417 SQ FT I ■ I Egress Path r <.a . . . . a 'J ; ■ I EXISTING 1 /� ® NA � '� �i l �;� ■ �- - " "�`' ■ NEW CHANGING s I Exit Path Exit Travel Distance w - — a . . . . . . . EQUIPMENT I 28 0■ ■ ! � ! ' --- -- 'i; �I ■ ROOM -- I STORAGE A 78 S FT i 4 J , --- - _� __ ■ -- _ 23 STORE N0. 467 ... ,� ■ C 46 0 FT ■ ■ ■ - - y ■ EXISTING ■ , EXISTING 5/ D 80-0 DOCUMENT DATE: 0 14/19 - ■ _ _. -- - - �_ o_. _ ■ `�� - AIR COMP 1 . . . . . — - -- - MEZZANINE � I I `- � E 124' o° EXISTING - I CHECKED BY: Eli o o ��.,� ■�.�-. . . . ® . ® . . ® 0 0 w M M M 0 a � l ROOM I ABOVE i I IL - .-. . . . �•-•r ® ®_'-.-. - ■ ) L_ RESTROOM --� I F 45-0 86 SQ FT g -- 94 SQ FT I ■ I 1 g i _ __ DRAWN BY: JTH � _ m� I r-, 1. ALL EXISTING EGRESS PATHS, FIRE RATING EMERGENCY LIGHTING AND SIGNS,`FIRE —'� 'i ■ a ■ate \ U 1- I, T"IN lII f o EXTINGUISHERS, PLUMBING S RE TO REMAIN UNTOUCHED. o _ o 1 c� - , ® FIXTURES A 3 I NGU RS AND. BIN FIXT I' f EX I o ■ o --__--- PROTO CYCLE: DOORS SHALL BE READILY OPENABLE WITH LEVER STYLE HANDLE FROM THE _ _ i t, _. = __- 2.ALL EGRESS'DO R - a EGRESS SIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE. C, L_ z �. ---- — -- - - ---- --- -------- - -- ---- - -- ----- --- - _ __ E R a) LD -� ■ ��,� \� LIFE SAFETY ce �` PLAN � y E o O J CR in Cfl O Du O NM EGRESS PLAN SHEET: N � 1 YLS1 M � SCALE: 3/16' = 1'-0" PLAN LEGEND EXISTING TO REMAIN ARiITACH ECT DEMOLISH ENGINEER - RELOCATE r -I CONCRETE PAVING HARRISON FRENCH L — — — — _j TO BE DEMOLISHED s s o c A r s , L r ll EXISTING CHAIN 1705 S.Walton Blvd.,Suite 3 3'-4" 21'-11" 14'-0" 2'-2" LINK FENCE Bentonville,Arkansas 72712 t 479.273.7780 EXISTING 3HR FIRE f 888.520.9685 4 I AREM RE OVE EXISTING R BRICK r � ' RATED BARRIER www.hfa-ae.com S QU O S I OF NEW HICHIHA CORNER AND 1 SAWCUT AND REMOVE PORTION OF REMOVE EXISTING BRANDING ACCENT WALL PANELS. z � w'Z'�w w w O a SAWCUT AND REMOVE _ w o a w a o w w 2 w g;' HH�o EXISTING CONCRETE AND/OR BOLLARD, REF: REF: ELEVATIONS FOR FINISHES. co cn n O a w m-Z PORTION OF EXISTING D w o w of w>w�a PAVING AS REQUIRED FOR NEW NOTE 10 I DEM LITI N N TE CONCRETE SLAB AND STOOPS. IF — I mw CONCRETE AS REQUIRED o w w EXISTING STRIPING IS REMOVED, / 4-5 17'-5" REF: CIVIL FOR EXTENT OF I o o W �� FOR NEW CONCRETE SLAB =d'~Otwn ZO N DEMOLITION WORK NEEDED N 1. ALL DEMOLITION SHALL BE CARRIED OUT IN A SAFE O a a w w I REPAINT IN EXACT LOCATION. _ w a - - - - - 0 FOR NEW SITE CONDITIONS. EXISTING SPARE L J MANNER,AND IN ACCORDANCE WITH OSHA z EXISTING BOLLARDS, CONTAINMENT PALLET � REGULATIONS. O a�ozw"c~. vwi"-c~i" I _ /z TYP. Q 2. THE CONTRACTOR SHALL FIELD VERIFY THE EXTENT o Z a J a ,. � awwazo�� I I �� OF DEMOLITION. THE WORK INCLUDES, BUT IS NOT a a w= A o m of SAWCUT AND REMOVE PORTION OF- — EXISTING BOLLARDS, TYP. - a w =w O= 1 / I I II F FOR NEW CATCH BASIN _ I EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE LIMITED TO, THE DEMOLITION AND REMOVAL OF PAVING U) O a s O<m= EXISTING CONCRETE AS REQUIRED =z o LL LL z w z o L — — SAW CUT AND — — — STORAGE RACK STORAGE RACK STORAGE RACK AND FLATWORK, WALLS, PARTITIONS, DOORS, �I // REMOVE PORTION OF — — N I EXISTING FIRE C? PLUMBING, MECHANICAL AND ELECTRICAL ITEMS / EXISTING CONCRETE EXTINGUISHER INCLUDING CONDUITS AS SHOWN ON THE DRAWINGS OR Ln z EXISTING TIRE EXISTING FIRE AS REQUIRED FOR THE INSTALLATION OF THE NEW Q I I SLAB AS REQUIRED EXISTING INFLATION EXTINGUISHER�� FOR NEW TRENCHING L CAGE STORAGE WORK FOR A COMPLETE JOB. to I M U o CLEAN OUT EXISTING USED 3. WHEN REMOVING EXISTING STRUCTURAL ITEMS, IT IS J Z Cl®® ®® - THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE > LL p it OIL TANK FOR NEW PRODUCT v > J ADEQUATE SHORING, BRACING AND SUPPORT SYSTEMS Z Q M RELOCATE EXISTING 15W-40 EXISTING 4'-0"TIRE cn TO KEEP THE EXISTING STRUCTURE INTACT AND IN A = LU Q U c EXISTING FIRE r — — ®® ®® 400 GAL TANK STORAGE RACK SAFE CONDITION. U) U m z EXTINGUISHER I m (D w = 4. PRIOR TO EXCAVATION FOR FOUNDATIONS ADJACENT z W U m REMOVE PORTION OF EXISTING I EXISTING 15W-40 EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE N TO THE EXISTING STRUCTURE, PROVIDE ADEQUATE Y � O Lu z ®® O® 400 GAL TANK r U METAL WALL PANEL SYSTEM, I� STORAGE RACK STORAGE RACK STORAGE RACK SUPPORT FOR THE SUB-BASE TO PREVENT p � PLYWOOD, HOLLOW METAL I UNDERMINING OF THE EXISTING FOUNDATION. w = LU DOORS, FRAMES, HARDWARE EXISTING 15W-40 LU I III EXISTING AIR HOSE 11 p Q 0- (D 0 I I I / / / I AND CONCRETE CURB AS I — ®® ®® 400 GAL TANK EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE 5. SAWCUT AND REMOVE EXISTING EXTERIOR N 0 (n a REELS / I I REQUIRED FOR ADDITION FLATWORK AND PAVING AS REQUIRED FOR NEW I I I I ILL STORAGE RACK STORAGE RACK STORAGE RACK O I EXISTING BOLLARDS, Z CONSTRUCTION. FIELD VERIFY EXTENTS OF DEMOLITION L1— — — — � � I 1 III EXISTING 10W-30 TYP. — U REQUIRED TO ENSURE POSITIVE DRAINAGE AWAY FROM y I I I 275 GAL TANK Q 1 I 1 1I I THE BUILDING WHEN CONSTRUCTION IS COMPLETE. 5'-0" I I I I I EXISTING USED m EXTENTS OF DEMOLITION SHOWN ON THE EXISTING 1OW-30 TIRE STORAGE I 1 1 11 1 275 GAL TANK o, z ARCHITECTURAL DRAWINGS ARE FOR GRAPHIC 1 I 1 I I I 1 SAWCUT AND REMOVE I 1 - REPRESENTATION ONLY AND SHALL NOT BE ASSUMED 1 I 1 1 I 1 I 1 11 PORTION OF EXISTING I III 1 — EXISTING 1OW-30 � TO DELINEATE ACTUAL LIMITS OF DEMOLITION ®r"- D CONCRETE AS REQUIRED I F- 275 GAL TANK EXISTING SCISSOR wREQUIRED. LIFTO y Q I FOR NEW OIL-CUBE PIT I 1 I 1 1 I I C� IIII 6. CONDUCT ALL DEMOLITION AND REMOVAL OF DEBRIS I I EXISTING 1OW-30 AS REQUIRED TO INSURE MINIMUM INTERFERENCE WITH z I I I 275 GAL TANK w BUILDING/SITE FACILITIES AND OPERATIONS. REMOVE I I I - �. III I I I 00 U) I I I0 EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE DEMOLISHED MATERIALS FROM SITE AND LEGALLY O w SAW CUT AND I EXISTING SHOP SINK IIII EXISTING FLEX TANK STORAGE RACK STORAGE RACK STORAGE RACK _ DISPOSE OF ALL DEBRIS. w 1 11 I I w REMOVE PORTION OF I 1275 GAL TANK Z w O � I I I p EXISTING CONCRETE I RELOCATE EXISTING OIL/ I 0 7. PROTECT EXISTING PAVING AND STRUCTURES TO Q I I I w SLAB AS REQUIRED — — — — — — I CUBE REELS III REMAIN DURING DEMOLITION AND CONSTRUCTION. O z I I I FOR NEW TRENCHING I — I I m 0 FEXISTING TOOL EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE EXISTING -1 8. NOTES INDICATING DEMOLITION WORK ARE NOT o Q I I I I I —� — — — — — — — — — �J I CHESTS STORAGE RACK STORAGE RACK DIAGNOSTICS STATIO� I I I I I I -- q CONFINED SOLELY TO THE DEMOLITION PLANS. THE CD EXISTING FIRE EXISTING FIRE M 2 GENERAL CONTRACTOR SHALL REVIEW ALL ai JJ EXTINGUISHER EXTINGUISHER i z CONSTRUCTION DOCUMENTS, INCLUSIVE OF - SCHEDULES AND SPECIFICATIONS, TO DETERMINE FULL x I I —�� I — EXTENT OF DEMOLITION WORK. w I I I ` I I I I--I EXISTING HOSE w O REELS 00 9. SAWCUT BOLLARD FLUSH WITH EXISTING PAVEMENT. �(E,�F_F'0 NRIE 10. REMOVE BOLLARD AND IT'S FOOTING IN IT'S o REMOVE EXISTING O U �P `�-'Qi I M C 1 I I I I I ( oo EXISTING HOSE q ENTIRELY. BACK FILL AND COMPACT TO MATCH ' >P CONCRETE AND � 11 1 I REELS EXISTING 10'-2" 00 EXISTING PAVING. ° 1 11 1 1 I I I 1 LANDSCAPE ISLAND, LIGHT EXISTING BATTERY CAGE — * - 1 11 1 1 I I 1 1 I I 1 POLE AND BOLLARDS 11 CAP AND ABANDON I 2'-1" 6'-0" 2'-2" ' I SERVICE BAYS EXISTING TOOL CD11. EXISTING 3HR RATED WALL SHALL REMAIN. NO NEW � AR99512 UNDERSLAB WATER EXISTING LINE OF RELOCATE EXISTING PIPING, REF: MECHANICAL I MEZZANINE ABOVE, TOOL CHESTS CHEST O OPENINGS OR PENETRATIONS THROUGH OR INTO WALL V I SHOWN DASHED ARE ALLOWED AS PART OF THIS REMODEL. i EXISTING BOLLARDS, O FRED ARG� 1 I 1 1 TYP. - — — — _ I SAW CUT AND _ i I EXISTING TOOL ' i 1— — — — \ — — — — — — REMOVE PORTION OF 1 I EXISTING SPIGOT CHESTS M I I I EXISTING CONCRETE I EXISTING CABINET 1 I I SLAB AS REQUIRED �J 11 RELOCATE I Jami Marie Cook,Architect I I I 1 I 1 I I FOR NEW TRENCHING ' 1 11 EXISTING FIRE EXISTING AIR HOSE EXISTING FILE License#AR99512 I I I I EXISTING �ELOCATE CABINET M Harrison French& 10 I I LI 11 EXTINGUISHER REELS Associates,LTD Li I I SERVICE CENTER I EXISTING TIRE I COA#AA226001029 I I I I PORTION OF EXISTING I I I I 11 1 1 I 1 1 WALL TO REMAIN DUE _ I I TO EXISTING I II zQ I II I ELECTRICAL PANEL EQUIPMENT I _ — — _ REL RELOCATE EXISTING OCATE ❑ N EXISTING I EXISTING ELECTRICAL I TOOL CHESTS I I I � DISCONNECT AND CT I PANELS TO REMAIN I RELOCATE 1 I I O CABINETS EXISTING INFLATION CAGE EXISTING LOCKERS EXISTING EXISTING EXISTING I I 1 1 I I r — � � LOBBY RESTROOM EQUIPMENT � RELOCATE EXISTING ISSUE BLOCK I I j I I =iN 1 EXISTING AIR RAG DISPOSAL L_ STORAGE I z I I rn COMPRESSOR ROOM CONTAINERS RELOCATE 09/13/19 ADD 2 I RELOCATE EXISTING TIRE I I 1 1 1 I I 1 I L — — — — — — — — — — — — EXISTING FIRE SPREADER O 4 05/22/20 ADD 4 I I I w L - EXTINGUISHER :1 �� n REMOVE I I EXISTING LOCATE EXISTING BOLLARD OZ WORK BENCH 0 I I r - - - - - - � I I NOTE10 I I I r- L - - - - - - - - 1 I— - - - - J - - - - - - - — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTING CONCRETE SAW CUT AND 1 I I 1 APRON TO REMAIN, REMOVE PORTION OF STORE NO. 467 C1j I \�� ' I TYP. EXISTING CONCRETE I SLAB AS REQUIRED DOCUMENT DATE: 05/14/19 L — — — — — — FOR NEW TRENCHING CHECKED BY: ELR U N DRAWN BY: JTH U - o REMOVE EXISTING 2'-10" 11'-8" 2'-10" PROTO CYCLE: o STRIPING, TYP. 41 CD EXISTING STRIPING TO REMAIN, 4 4'-5" 17'-5" o IF REMOVED, REPAINT STRIPING o 5-0" AS REQUIRED 30'-0" 43'-0" 44'-0" 10'-2" .°' EXISTING SERVICE BAYS EXISTING TIRE SHOP DEMOLITION PLAN 35'-0" 97'-2" 0 J REMOVE EXISTING PAVING AS REQUIRED EXISTING METAL BUILDING M � O � O C" � DEMOLITION PLAN SHEET: 1 YD1" M O E SCALE: 3/16' = 1'-0' NORTH PLAN LEGEND EXISTING TO REMAIN ARCHITECTY EXISTING CHAIN ENGINEERS LINK FENCE INTERIORS NEW EQUIPMENT - - - - - - RELOCATED HARRISON FRENCH & A S S O C I A T E S , 1. '1 1) NEW CONCRETE 1705 S.Walton Blvd.,Suite 3 EXISTING 3HR FIRE Bentonville,Arkansas 72712 RATED BARRIER t 479.273.7780 f 888.520.9685 NEW STUD WALL www.hfa-ac.com PER WALL TYPE �o NOTES: w oZwaaZ�� co w 6/YA3 �Ldw Q< QON 1. METAL BUILDING SUPPLIER TO PROVIDE A CONTINUOUS o¢ =N o WALL GIRT LOCATED 54"A.F.F. AT ALL WALLS. O aO swwsU o 2. METAL BUILDING SUPPLIER TO PROVIDE ALL PRE-FINISHED 0 ¢ a¢inO�O�oi- na (4) 12" PIPE BOLLARDS, 1 1 o Z W Z w= REF: 2/YA2 T-0" 16'-0" 12'-1y2" 16'-0" 5'-0" 14'-0" 5'-6Y2" 3'-4" METAL TRIM, COLOR TO MATCH EXISTING. Q Q o o zo 0 0 J z o a¢ O z a U a y O (2)6" PIPE BOLLARDS, NEW OHD &TRACK FIELD VERIFY EXISTING OHD &TRACK EXISTING OHD &TRACK 3. ALL OUTSIDE METAL WALL PANELS TO MATCH EXISTING a o w w of =w o=Of REF: 2/YA2 9 TYP. EXISTING SPARE EXISTING BOLLARDS, METAL WALL PANELS. REF: 9/YA2 =z U �0 LL=¢a��w=¢o ti 0 o U 120A ((pp YA2 CONTAINMENT PALLET TYP. 4. METAL BUILDING SUPPLIER TO PROVIDE R-19 VINYL COVERED BATT INSULATION AND R-8 CONTINUOUS Z 0 991_91, INSULATION FOR ALL EXTERIOR WALL. PROVIDE R-19 AND � � EXISTING BOLLARDS, TYP. EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE R-05 LINER SYSTEM AT ROOF. C 99'-g" 99'-7 1/2" ® 99'-9" 99'-7 1/2" NEW CATCH STORAGE RACK STORAGE RACK STORAGE RACK _ C� c 2/YA4 99'_91, N gg1_g.1 EXISTING FIRE 5. GC SHALL PAINT ALL TRIM AND HOLLOW METAL DOORS PER Z 0 co TYP TYP BASIN, TYP. EXTINGUISHER DOOR SCHEDULE. REF: YA2. BOLLARDS TO BE SAFETY Q v EXISTING TIRE EXISTING FIRE - YELLOW. =Z Q M TION 99'-9„` 99-9 EXISTING INFLA CAGE STORAGE EXTINGUISHER 'D N LJ..I Q U_ o 6. METAL BUILDING SUPPLIER TO PROVIDE VERTICAL RED W C) CO Z w NEW TRENCH FOR CONVERT EXISTING STEEL FRAMING ALONG ALL DOOR JAMBS & HORIZONTAL 0 0 W Q m UNDERGROUND RELOCATED USED OIL TO RED STEEL FRAMING ALONG ALL DOOR HEADS. Z W � _ m USED OIL LINE, REF: INFLATION CAGE ®® ®® PRODUCT OIL TANK O W I I Y Z MECHANICAL &4/YSP2-/ 7. PRE-ENGINEERED METAL BUILDING PROVIDED BY OWNER U �— b I I INSTALL NEW STAMP EXISTING 15W-40 EXISTING 4'-0"TIRE O I— U N I I THROUGH: "VARCO PRUDEN BUILDINGS" W w BACKER INSULATION ®® ®® 400 GAL TANK FSTORAGE RACK � W = REF: 9/YA6 FOR IN NEW SERVICE BAY i CONTACT: KATIE DEROSIA O 0 0- U p CATCH BASIN DETAIL I N 1-901-748-9204 N LL J a RELOCATED FIRE I I I EXISTING 15W-40 - KATIE.DEROSIA@VP.COM EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE %� AS REQUIRED EXTINGUISHER i i NEW CONCRETE SLAB, i 00 ®® 400 GAL TANK STORAGE RACK STORAGE RACK STORAGE RACK I I FOOTINGS AND CURBS I 1 8. ITEMS PROVIDED BY OWNER FOR GC TO INSTALL: METAL NEW GREASE HOSE - I1 120D I I REF: STRUCTURAL C9 BUILDING FRAMING, WALL-ROOF PANELS, RIDGE VENTS, y REELS IN NEW SHORT PI : a, EXISTING AIR HOSE EXISTING 15W-40 M I I REELCRAFT BASE 600626 r ®® ®® 400 GAL TANK METAL TRIM, VINYL COVERED BATT INSULATION, DOORS & REELS I EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE I HARDWARE. NEWI I AND .25"x 30 FT HOSE SERVICE BAY i i 54300HP BY OWNER- STORAGE RACK STORAGE RACK STORAGE RACK z O EXISTING BOLLARDS, i 1 z I I INSTALL BY GC U I I i�__ EXISTING 10W-30 � U 9. FIRE EXTINGUISHERS SHALL BE PROVIDED IN 4 0 1 t 0 275 GAL TANK Q ACCORDANCE WITH ALL CURRENT APPLICABLE CODES. 4 _ Q0000�%0000� TYP. i I EXISTING USED 0° CO 0 12� I INSTALL SAFETY (� I11 ___ _ __ EXISTING 1OW-30 X 10. ALL PLYWOOD SHALL MEET THE CLASS C FLAME SPREAD `V of O i I NETTING AT NEW �� i i i 275 GAL TANK TIRE STORAGE CD AND SMOKE-DEVELOPED RATING REQUIREMENTS PER ALL 3.8 - — - 0 ❑ I I PITS, REF: 12/YA6 - - I 1 I 1 z CURRENT APPLICABLE CODES. � ❑ I I 11��1 IL Q I I I I I I I _ EXISTING 1 OW-30 I c� � w w I I NEW HOSE REEL, , I 1 I i 275 GAL TANK EXISTING SCISSOR x 11. PROVIDE CONCRETE SLOPED @ 2% MAX FOR OVERHEAD GRACO 50'x 1/2" PART I I i 1 I I i LIFT w DOOR. EXTEND BEYOND TO MEET CONCRETE SLAB. E w I I #HPM65D (BY OWNER) i I 11 i I I O z 0 i i I I i i 1 I i I EXISTING 1 OW-30 o0 0 � I I NEW CONCRETE NEW MADDENCO I 1 I I 275 GAL TANK 12. FOR PARTITION TYPES REF 13/YA2 U I r, I RIDGE TO MATCH EQUIPMENT \ 1 I !I I i i O I EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE w Q 1 f I EXISTING ELEVATION NEW TRENCH FOR I EXISTING SHOP SINK 111111 0 IL I I I IIIII EXISTING FLEX TANK STORA_G_E RACK STORAGE RACK _STORAG_E RACK O I I REF: STRUCTURAL UNDERGROUND 1 ----- -- - -- -- - -- 0 J O I I I 11 275 GAL TANK O 3 � cn �' I I USED OIL LINE, i NEW OIL/LUBE 1/2" LINE ❑ �, v ~ i i y� REF: MECHANICAL I FOR NEW OIL/LUBE REEL i 1I I � o Q Q w i i IV ,- -I AND 4/YSP2 i I I I I Ir - m O M 00 I I I I 11 I I i 0 EXISTING TOOL I EXISTING 8'-6"TIRE EXISTING 8'-6"TIRE EXISTING �\\ ---J III _ - o z o J I I I _ _J I CHESTS I STORAGE RACK STORAGE RACK DIAGNOSTICS STATION b ❑ o� i i 1 1 = ====�2 EXISTING FIRE J EXISTING FIRE .OF-FAO m _ o I I NEW TRENCH FOR 1 I I EXTEND EXISTING OIL/LUBE EXTINGUISHER EXTINGUISHER z �M CC I I I 1 �P' NRIE ��O CO LU I I UNDERGROUND AIR ri_i, I � I co Z O w `r ow z i0 LINES, REF: ~ LINES FOR RELOC ATED , O L `i; °MECHANICAL &4/YSP2 OIL/LUBE REELS RELOCATED EXISTING HOSE x ❑ w _j TOOL CHESTS REELS ILL � Q !L-i AR99512 _�]]] I I 0- ,/1 LLJ w i i Li-i I I m _ fnC. ,�G z I I �i-i� i i b D EXISTING HOSE �; �Sp.---_,. �� 0 0 i i r i i m REELS EXISTING FEED ARG� U I I L J 1 I co o EXISTING BATTERY CAGE 0- Q i i RELOCATED OIL/ 1 1 SERVICE BAYS [EXISTING TOOL 4 63: w 1 1 I 1 EXISTING LINE OF RELOCATED o 0 i i LUBE REELS \ I I z CHEST MEZZANINE ABOVE, TOOL CHESTS 2 2 i i DIAGONAL SAFETY j j SHOWN DASHED Jami Marie Cook,Architect - N I i STRIPING, REF: 11/YA6 EXISTING BOLLARDS, 0 I I O G TYP. 0 =N License#AR99512 I I ------ Harrison French& 2 ' 1 NEW TRENCH FOR I I EXISTING TOOL r °D OIL FILTER CRUSHER, I I b I RELOCATED ih Associates,LTD AIR& GREASE LINE, I I EXISTING SPIGOT CHESTS I 1 COA#AA226001029 STAND AND CONTAINMENT I I 0 TIRE BALANCER N BY OWNER- INSTALL BY GC: I REF: MECHANICAL { I EXISTING CABINET I 1 HUSKY 007720 ELECTRIC i AND 4/YSP2 i E,." i EXISTING AIR HOSE f 1 1 I EXISTING FILE - HYDRAULIC OIL FILTER I NEW GREASE HOSE REELS 1 CABINET i 1 PATCH AND REPAIR I I EXISTING 'RELOCATED ih 120C CRUSHER 1 REELS IN NEW SHORT IT: I I REELCRAFT BASE 600626 AS REQUIRE AS I I SERVICE CENTER 'TIRE SPREADER RELOCATED FIRE I I REQUIRED FOR I I PAINT ALL LUBE PIT I EXISTING z AND .25"x 30 FT HOSE I EXTINGUISHER I I I CONSTRUCTION I I RAILS, RAMP AND - - - - - - EQUIPMENT U I I 54300HP BY OWNER- I I 1 RELOCATED RELOCATED 10 INSTALL BY GC I I�\\ I I MISCELLANEOUS - - PORTION OF EXISTIN�C7 I I EXPOSED STEEL RAG DISPOSAL WORK BENCH L i STORAGE TYP. I I WALL TO REMAIN DUEL i i YA5.1 SAFETY YELLOW CONTAINERS 8'-6" a' YA2 i i TO EXISTING I I I El N C� ISSUE BLOCK N 1 I 1 ELECTRICAL PANEL i i I F_ �F- -1 1 3 NEW WALL z RELOCATED I YA5 'v`I L J E - _ _ O MOUNTED FAN ELECTRICAL �p -- ---- - �� 'N 09/13/19 ADD 2 EQUIPEMENT, EXISTING ELECTRICALI ----- 1X REF: ELECTRICAL 994, PANELS TO REMAIN i `� RELOCATED RELOCATED FIRE I I NEW 110 EXISTING LO 99'-9" EXTINGUISHER I I 0 10 01217 10 O I INFLATION CAGE _ i - i 110A CHANGING RESTROOM 3 11/08/19 ADD 3 -199, o 0 0 ' ROOM EXISTING 05/22/20 ADD 4 z I 11 =N o gg'-Qh -g" EXISTING AIR 48"x48" CLEAR 1 Q i c 99'-7 1/2" 99'-9° I �__ -_ RISER ROOM p 22® I TYP 99 9 i TYP 1/2 - COMPRESSOR ROOM SPACE 1'-0„ 00 M 1 EXISTING EXISTING RELOCATED p 1 DISCONNECT, , 991-91, MIN (3) LOBBY / FIRE RISER REF: ELECTRICAL --- -- a 99'-9" 0 ---- ----'� 0 CLEAR IF L � w JL L -- o CO 120E 9 TYP. NEW BENCH l O 1 8-4- 8-4- 8'-0" 8'-0" I I PER OWNER L EXISTING STORE NO. 467 loo. YA2 ® RELOCATED/ FDC 1/YA3 1'-10" NEW LOCKERS DOCUMENT DATE: 05/14/19 1 7-4- 16'-0" 1'-11"1 1 5'-1" 16'-0" 3'-2y2" 1 "AY 14'-0" T-2Y2" I S-10Y2„ T-10" 3'-4" PER OW8E1R0" 1 5'-10" T-4" 10'-10" 5'-0Y2" 3, 4„ "AY CHECKED BY: ELR UIlk ll,t 1 NEW CHID &TRACK 1 EXISTING OHD &TRACK EXISTING OHD &TRACK 1 1 DRAWN BY: JTH 0 24'-11" 5'-1" 24'-4" 19'-0" 23'-8" 20'-0" 10'-2" z PROTO CYCLE: p 30'-0" 1 97-2 I 1 U Nt METAL BUILDING ADDITION EXISTING METAL BUILDING N J 8)LL CY)0 � 127'-2" U 'LD E OVERALL METAL BUILDING OVERALL FLOOR PLAN A C�00 E o co —1 M CO N OVERALL FLOOR PLAN SHEET: 1 N c'7 o SCALE: 3/16" = 1'-0" NORTH YA1 DOOR FINISH SCHEDULE G�) EXISTING oR NEw 2DETAIL REFERENCES ARE TO SHEET YA2 LINO METAL STUD @ 16" MK TYPE SIZE MATERIAL FINISH FRAME FINISH GLAZING HEAD JAMB THRESH REMARKS O.C., REF: FLOOR PLANS FOR SIZE PRE-FINISHED DOOR& FRAME PROVIDED AND 11 EXISTING MEZZANINE SCHEDULED 110A A 3'-0"xT-0"x1 3/4" INSUL. HM 16 GA METAL --- --- /YA2 12/YA2 --- NOTE 4 STRUCTURE FINISH SCHEDULED IN T L D BY G SCHEDULED FINISH PRE-FINISHED DOOR & FRAME PROVIDED AND SCHEDULED SCHEDULED DOOR 12OA $ 16'-0"X16'-0"-0HD --- --- --- WINDOW PORTS (4) 5/YA2 6/YA2 --- NOTE 1 & 3 SUBSTRATE SUBSTRATE SCHEDULED INSTALLED BY OWNER SCHEDULED EXISTING OR SUBSTRATE 120B B 16'-0"x16'-0" OHD --- PRE-FINISHED DOOR & FRAME PROVIDED AND --- --- WINDOW PORTS (4) 5/YA2 6NA2 -- NOTE 1 & 3 FINISH NEW METAL 2 T D HARRISON FRENCH ) STUD @ 16" 2X NAILER PRE-FINISHED DOOR & FRAME PROVIDED AND & ASSOC t A T S LTD 120C A 3'-0"x7'-0"x4 3/4" INSUL. HM 16 GA METAL --- --- 3/YA2 4/YA2 71YA2 NOTE 2 O.C., REF: METAL FRAME INSTALLED METAL BUILDING MANUFACTURER FLOOR PLANS PRE-FINISHED DOOR & FRAME PROVIDED AND 1705 S.Walton Blvd.,Suite 3 3%"METAL PER SCHEDULE 120D A j3'-0"X7'-0"X1 3/4 INSUL. HM 16 GA METAL --- --- 3NA2 4NA2 7NA2 NOTE 2 Bentonville,Arkansas 72712 STUDS @ 16"OC FOR SIZE 2x NAILER INSTALLED BY METAL BUILDING MANUFACTURER �- t 479.273.7780 NOTES: f 888.520.9685 SCHEDULED SCHEDULED 1. OVERHEAD DOOR TO HAVE ELECTRICAL OPERATOR' PROVIDED AND INSTALLED BY OWNER www.hfa-ac.com %"PLYWOOD SUBSTRATE METAL FRAME DOOR� SCHEDULED PER SCHEDULE 2. EGRESS DOORS SHALL BE READILY OPENABLE WITH LEVER STYLE HANDLE FROM THE EGRESS SIDE WITHOUT USE OF A KEY OR SPECIAL KNOWLEDGE. PAINT 55 TO FINISH 3. CLOPAY CONTACT: JESSICA WICK; EMAIL: CSI@CLOPAY.COM; PHONE: 800-526-4301 W N p to m MATCH EXISTING 4. 12"X12" LOUVERS w 0 a W a o W w JAMB DETAIL HEAD DETAIL W Z�s wwj W �,LLw=�"� oZ�W SCALE: 3' = T-O' 11 SCALE: 3' = T-0° INTERIOR FINISHES XX oy W N LL O V N O 4 U W Q p O EXISTING NEW CHANGING SERVICE AREA ROOM p ~p LL m a NO. TYPE DESCRIPTION REMARKS LL p N Z aa�o�o�o�`Z-'S 1- �— GALVALUME"R"ROOF PANELS 53 PAINT SHERWIN WILLIAMS SW 7038 TONY TAUPE SATIN FINISH,TO MATCH EXISTING-USED FOR TOUCH UP ONLY 4 q t& o o 0 0 W ow>�ir TO MATCH EXISTING GRID 55 PAINT SHERWIN WILLIAMS-SW 6990 CAVIAR SATIN FINISH,TYP.ALL PLYWOOD WALLS,TO MATCH EXISTING-USED FOR TOUCHUP ONLY a o W N= o= F- rna�ca�roocc Fil EAVE STRUT- 12 in �oSoso7aa�zdop BRNG @ 20'-2"A.F.F. 1�— ROOM FINISH SCHEDULE (VERIFY FINISHES) O 4 2 PARTITION T TYPES p Q LO Z 1 /` RTI 1 ION 1 1 1 EV MK DESCRIPTION FLOOR BASE WALL 1 WALL 2 WALL 3 WALL 4 CEILING HEIGHT REMARKS p } !'1 � 1 I cc 13 „ _ ,- 110 NEW CHANGING ROOM ETR --- %4 PLYWOOD 55 ETR ETR s EXPOSED STRUCTURE ETR --- co Ei SCALE: 1/2 1 O CONTINUOUS RAIN GUTTERING O /4 PLYWOOD 55 z AND DOWNSPOUTS-SIZED LL - Q 120 NEW SERVICE BAY EXPOSED CONCRETE --- %4 PLYWOOD 55 ETR EXPOSED STRUCTURE %4 PLYWOOD 55 %4 PLYWOOD 55 EXPOSED STRUCTURE --- REF: ELEVATIONS BUID PROVIDED BY METALLDING MANUFACTURER O O O _ � Z U c GRID SHEET NOTE: U 0 ca Z W R-5+ R-19 VINYL 0 � LLJ Q -m INSULATIONBACKEDBATT 1. INSTALL WATER RESISTANT 1X4 AT EVERY Z W U VERTICAL AND HORIZONTAL BUTT JOINT, Y Q � "Z"PURLINS BY TYPICAL FOR ALL PLYWOOD WALL FINISH. f/) �- LU I- w METAL BUILDING �8�� 1 0 W = � PRE-FINISHED INSULATED MFGR. 31' 1y2" 1/2' 8" 5 0 0- (D 0 PRE-FINISHED INSULATED METAL PANELS TO MATCH N LL a METAL PANELS TO MATCH EXISTING PRE-FINISH METAL EXISTING PANELS TO MATCH METAL BUILDING FRAME EXISTING BY METAL BUILDING MFGR. FACE BRICK TO MATCH OVERHEAD DOOR EXISTING, PAINT DARK "Z GIRTS BY METAL GREY,TYP. &TRACK PER DOOR BUILDING MFGR. "Z"GIRTS BY METAL METAL TRIM SCHEDULE. jv, mi o COORDINATE R-19 VINYL BACKED BUILDING MFGR. IE PLYWOOD, Q LOCATIONS W/MFGR BATT INSULATION P CE _ _ COORDINATE R-19 VINYL BACKED ACRYLIC PILE ELEVATIONS PER ROOM SCHEDULE& R-8 CONTINUOUS LOCATIONS W/MFGR BATT INSULATION INSULATION CONCRETE CURB INS REF:STRUCTURAL WEATHER STRIP "Z"GIRT BELOW CONTINUOUS a' INSULATION `"' PRE-FINISHED PRE FINISHED METAL PANELS TO 2" METAL BY 7 MATCH EXISTING O SCHEDULED METAL. BLDG. NOTE: r SUPPLIER- REF: PLAN AND ELEVATIONS FOR L 1 DOOR HEM ALL EDGES OVERHEAD DOOR PRE-FINISHED METAL 0 PANELS O MATCH EXISTING CONDITIONS. &TRACK PER DOOR EXISTING a ALUMINUM SCHEDULE - a a THRESHOLD WALKING SURFACES i ° SHALL BE SLOPED NO PLYWOOD, ° - CLOSURE NOTE: ! --- NOTE: GREATER THAN 1:48 - �_�_-__—__ PER ROOM SCHEDULE& REF PLAN AND ELEVATIONS ! a SCHEDULED REF:STRUCTURAL DRAWINGS FOR w U CROSS SLOPE ACRYLIC PILE ELEVATIONS HEADER FLASHING FOR EXISTING CONDITIONS. /J. FINISH \ OF FL >. CURB ELEVATIONS. _ I--� a ¢ � _ WEATHER STRIP d > "Z"GIRT BELOW v. w PRE-FINISHED yCP� ARIE��i� E NOTE: _ PRE FINISHED METAL PANELS TO TRIM FLASHING 9,,P� o�,-� REF:STRUCTURAL DRAWINGS w X METAL BY MATCH EXISTING FOR CURB ELEVATIONS. Q r METAL. BLDG. — OVERHEAD wv Q a SLOPE SIDEWALK SUPPLIER- DOOR TRACK , oQ a a.. a AWAY FROM BUILDING AIR GAP AND SUPPORTS ` AR99512 + N 4 HEM ALL EDGES FACE BRICK TO BEYOND OHDMATCH EXISTING OHD % �- ° FEED ARG Q BASE TRIM DETAIL THRESHOLD DETAIL JAMB DETAILS HEAD DETAIL ' 8 SCALE: 3' = T-O' SCALE: 3' = 1'-O' 6 SCALE: 11/2' = T-O' SCALE: 11/2' = T-0' SCHEDULED — PLYWOOD,PER Jami Marie Cook,Architect ROOM SCHEDULE& License#AR99512 FRAME AND - --------- Harrison French& __. - �- DOOR -------- ------- ELEVATIONS 3�q,"PLYWOOD 3�4'PLYWOOD Associates,LTD coA#AA22soo1o29 --- �_ ��Z..GIRT PAINTED 55 PAINTED 55 2 0 0; 2 AND REF: NOTE 1,TYP. 2 AND REF: NOTE 1,TYP. OH OH — _ --- YA3 0 0' PRE-FINISHES METAL _ I m N _ HM DOOR YA3 --- PANELS TO MATCH � - - T . 4. 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CAP w ANGLE TRIM BY BLDG d ANGLE TRIM BY BLDG AIR GAP ' CO MANUFACTURER TO d 6"OR 12"DIA.STEEL PIPE ° (L o J PRE-FINISHED INSULATED MANUFACTURER TO N LL ATTACH METAL SIDING METAL PANELS TO MATCH ATTACH METAL SIDING — FACE BRICK TO FILL W/3000 PSI N w PRE-FINISHED INSULATED EXISTING MATCH EXISTING {; CONCRETE n C� o o METAL PANELS TO MATCH- EXTERIOR JAMB DETAILS � °� 5" w EXISTING NEW CONCRETE, REF: NEW CONCRETE, REF: PAINT SAFETY YELLOW 4 1 : : ra N STRUCTURAL CONCRETE BASE STRUCTURAL SCALE: 1 1/2' = T-0' ' CONCRETE BASE AND BASE TRIM SLOPED TOP ' AND BASE TRIM FINISH FLOOR HEIGHT FINISH FLOOR HEIGHT I ° 12"BOLLARD STORE NO. 467 REF:8/YA2 ' d REF:8NA2 VARIES. REF:STRUCTURAL VARIES. REF:STRUCTURAL ° AT OHD ' °.I. DOCUMENT DATE: 05/14/19 E PRE-FINISHES ° a o DOOR FRAM d' 1 4 ' "• BY MTL. 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EXISTING SIGNAGE TO REMAIN UNLESS "NICHIHA" KURASTONE-STACKED STONE- OTHERS, REF: ELECTRICAL NEW GALVALUME "R" ROOF NOTED OTHERWISE. MOUNTAIN PANELS TO MATCH EXISTING 2. NEW CONSTRUCTION TO MATCH EXISTING: EXTERIOR FINISHES ROOF: GALVALUME "R" ROOF PANELS GC IS RESPONSIBLE FOR COORDINATING NEW METAL TRIM, WALL PANELS: PT-91 INSTALLATION OF OWNER PROVIDED FIBER - --_ - - PAINT PT-90 NO. TYPE DESCRIPTION REMARKS TRIM: PT-90 CEMENT PANELS BY CERTIFIED NICHIHA 0 0 =_- PT-90 PAINT SHERWIN WILLIAMS -SW 6510 LOYAL BLUE SATIN FINISH NICHIHA HORIZONTAL TRIM: PT-92 INSTALLER. fo (a -_ - - NICHIHA VERTICAL TRIM: PT-90 _ PT 91 PAINT SHERWIN WILLIAMS SW 7016 MINDFUL GRAY SATIN FINISH GUTTERS & DOWNSPOUTS: PT-90 HARRISON FRENCH U 4 YA3 _ RAKE TRIM: PT-90 CONTACT NATIONAL ACCOUNT MANAGER= & ASSOCIATES , LTD z _ _ _ = NEW METAL WALL PANELS PT-92 IPAINT SHERWIN WILLIAMS -SW 7019 GUANTLENT GRAY SATIN FINISH OHD TRIM: PT-90 VANESSA GRAY OR ADAM COSSICK -- -_ 9'-9" 2'-0" 2'_p" OH 4 YA3 = _ --- TO MATCH EXISTING, PERSONNEL DOOR TRIM: PT-90 LOVES NICHIHA.COM 1705 S.Walton Blvd.,Suite 3 X NEW LUBE PIT EXHAUST _ __ =- �pQ�p�,pa p�3GP�0��G(1(� __- _= PAINT PT-91 TYP. w FAN, REF: MECHANICAL - - o __ WINDOW TRIM: PT-90 P) 678-894-4411 P) 770-805-9466 Bentonville,Arkansas 72712 _ - -= = C) 404-991-8538 C) 770-570-0011 t 479.273.7780 U NEW PRE-FINISHED - -- NEW PRE-FINISHED NICHIHA - �AD � �' = = STACKED STONE: KURASTONE 3. REFER TO ELECTRICAL SHEETS FOR WALL F) 770-805-9467 F) 770-805-9467 f 888.520.9685 o ¢ NICHIHA STACKED STONE: - __ - PACK LIGHTS AND LOCATIONS. TYP. www.hfa-ae.com C) � KURASTONE MOUNTAIN, TYP. __-_= MOUNTAIN,- " -- 4. REFER TO MECHANICAL SHEETS FOR E — _ _ __ _= NEW WALL PACK, fn m W EXACT MOUNTING HEIGHTS OF EXHAUST w ¢ __ _ REF: ELECTRICAL FANS. Z U LLI w _--_ / \ _--_ 5. SEAL HOLES IN METAL BUILDING PANELS w J o W >w _ = / BRICK TO . w 2w aw o w Z o Ld YA3 OH:3 YA3 MATCH EXISTING, N PAINT PT-92 TYP. 6. NEW RIDGE VENT TO MATCH EXISTING a o W aavoF-o�o�-5 N W 2 U LL H W LL F w \ / _ STYLE AND COLOR. zz w W Q=N NEW BOLLARDS, TYP. - \ / -- - - NEW BOLLARDS, TYP. 7. PAINT METAL DOORS AND FRAMES TO ¢ cD U a o U o 0 0 4'-0" NEW HM DOOR NEW ACM EXHAUST FAN REF: MECHANICAL; NEW HM DOOR 4�-p�� J "o Z a�a>9 o MATCH ADJACENT WAINSCOT COLOR GC IS RESPONSIBLE FOR VERIFYING ALL z a w o a Z � u &FRAME PANELS COORDINATE FINAL LAYOUT WITH & FRAME o o w W"w�'=w o=g TYP. TYP. UNLESS NOTED OTHERWISE. QUANTITIES OF NEW NICHIHA PANELS. N¢Z �_o o a o Z NORTH ELEVATION METAL BUILDING COMPONENTS, TYP =Z o-LL LL Z M W Z H O U o-0¢w w¢U 7 EXISTING METAL BUILDING JMETAL BUILDING ADDITION SCALE 3/16" = 1'-0" LO EXISTING AUTOMATIC EXISTING EXISTING NEW WALL PACK, NEW RIDGE z G F E D C B A.8 A O FIRE VENT HATCH RIDGE VENT� RIDGE VENT� REF: ELECTRICAL VENT �, � I.-- EXISTING � ROOF PANELS EsTO REMAIN, TYP. (y) U o ROOF EXISTING CONTINUOUS RAIN I I I PANELS TO MATCH EXISTING > LL 0 GUTTERING TO REMAIN, TYP. _ LL.� Q U c PAINT PT-90 - NEW PRE-FINISHED NICHIHA - '_5 -=- = Q w _ _ 1'-9" _ NEW METAL TRIM, 0 � uj m z m STACKED STONE: KURASTONE - = PT-90 z W IY _ MOUNTAIN, TYP. 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M _---_ SIZED AND PROVIDED BY METAL = EXISTING CHAINLINK - ---_- BUILDING MANUFACTURER w O FENCE TO REMAIN TYP. -- N N -= > Lu NEW FACE BRICK TO EXISTING BOLLARD, TYP. MATCH EXISTING, _ _ 3 YA3 / EXISTING BOLLARDS, TYP. EXISTING BOLLARDS, TYP. a NEW BOLLARDS, TYP. __ ____ PAINT PT-92 TYP. EXISTING VINTAGE BRICK _ _ _ C w / >- PANELS: ALEXANDRIA ~ OH 3 YA3 BUFF, PAINT PT-92 TYP. __ / __ _ - NEW BOLLARD, TYP. 4'-0" 4-0, 4= EAST ELEVATION EXISTING FACE BRICK, EXISTING HM EXISTING OHD &TRACK EXISTING CHID &TRACK NEW OHD &TRACK O 6 TYP. PAINT PT-92 TYP. DOOR & FRAME TYP. O SCALE: 3/16" = 1'-0" 1 2 EXISTING RIDGE VENT 3 4 5 to EXISTING AUTOMATIC EXISTING AUTOMATIC FIRE VENT HATCH VENT HATCH EXISTING ROOF PANELS H_ FIRE I I TO REMAIN, TYP. I I EXISTING CONTINUOUS TTE NGTOI R REMAIN, AIN GU TYP. PAINT PT-90 �FEp�o P PRE-FINISHED METAL PANELS '< ,' M C NEW PRE-FINISHED NICHIHA = 4 YA3 I __ �r , TO MATCH EXISTING G%��\ �0 �.'9 STACKED STONE: KURASTONE - = - - I I I - - - BACKER ROD AND CAULK MOUNTAIN, TYP. - __ I I I __ = WEATHER BARRIER - --_ -_ = OVER 5/8" EXTERIOR CONT. GALV. METAL ` AR99512 EXISTING METAL PANELS, REVERSER FLASHING EXTENDED UP OH 4 YA3 - PLYWOOD SHEATHING EXISTING ROOF PANELS _4'-0" _--_ - PAINT PT-91 TYP. WEATHER BARRIER OVER PANELS _ - ~ I I I BEHIND METAL PANEL 3" MIN. E TO REMAIN, TYP. _ -__ I I I ® __-_ - 5/8" EXTERIOR PLYWOOD O O NEW CONT BRICK ROWLOCK 'STFh'ED ARG�`� = TYP._ ___ - NEW PRE-FINISHED NICHIHA SHEATHING -__ -_ _ = STACKED STONE: KURASTONE REVERSE _ R PANELS SILL TO MATCH EXISTING � q Q EXISTING METAL TRIM TO -- - MOUNTAIN, TYP. L AIR GAP L w REMAIN, PAINT PT-90 =__- FIBER CEMENT PANEL "Z"GIRT > z - EXISTING EXPOSED "J"TRIM KURASTONE MOUNTAIN 3" FACE BRICK WITH CO o ; Jami Marie Cook,Architect STEEL FRAMING, TYP. i� GALV. METAL TIES PER METAL w_ Cn 3" "J"TRIM FACE BRICK License#AR99512 X FIBER CEMENT PANEL BUILDING MANUFACTURER " Harrison French& w / \ :_ / - - Associates,LTD EXISTING FACE BRICK, KURASTONE MOUNTAIN PRE-FINISHED METAL PANELS COA#AA226001029 C14 / \ / _ __ _ PAINT PT-92, TYP. TO MATCH EXISTING OH:3 YA3 EXISTING BOLLARD, TYP. w \\ // A V EXISTING BOLLARD, TYP. _-_ - EXISTING VINTAGE BRICK C TRIM C TRIM PANEL HORIZONTAL PANEL 4'-0" PANELS: ALEXANDRIA SOUTH ELEVATION EXISTING HM EXISTING OHD&TRACK EXISTINGHM L EXISTING CHAINLINK EXISTING BOLLARDS, EXISTING HM BUFF, PAINT PT-92 TYP. TRANSITION TRANSISTION DETAIL TRANSITION DETAIL 5 DOOR& FRAME DOOR& FRAME FENCE TO REMAIN, TYP. TYP OF 3 DOOR& FRAME TYP. /� 3 n SCALE: 3/16" = 1'-0" �} SCALE: 1 1/2" = 1'-0" SCALE: 11/2" = 1'-0" L SCALE: 11/2" = 1'-0" ISSUE BLOCK NEW RIDGE EXISTING EXISTING NEW/ RELOCATED SIGNAGE EXISTING AUTOMATIC NEW PRE-FINISHED NICHIHA A VENT A.8 B RIDGE VENT C RIDGE VENT D PROVIDED BY OWNER AND FIRE VENT HATCH E STACKED STONE: KURASTONE F G ZL 09/13/19 ADD 2 PERMITTED BY OTHERS, MOUNTAIN, TYP. EXISTING ROOF PANELS 4 05/22/20 ADD 4 NEW GALVALUME "R" ROOF REF: ELECTRICAL PANELS TO MATCH EXISTING TO REMAIN, TYP. '-0" EXISTING CONTINUOUS RAIN o NEW METAL TRIM, 20 PAINT PT-90 GUTTERING TO REMAIN, TYP. � I I w PAINT PT-90 w I I OH 4 YA3 0 0 4 - - - - - - - - - - - _ - - -_- - 0f NEW SIGNAGE PROVIDED BY w - X OWNER, REF: ELECTRICAL _ M -EO=-EQ RELOCATE EXISTING ¢ O - LAP NEW SIDING WITH EXISTING NEW WALL PACK, I I I �--- - — -- _-— -- } z NEW METAL WALL PANELS - - - - _ - =_- - DOWNSPOUT FOR STORE NO. 467 o - SIDING FOR CONTINUOUS REF: ELECTRICAL I 0 nn —-- - C, F- TO MATCH EXISTING, o o o NEW NICHIHA, TYP. X PAINT PT-91, TYP. __ _ _ = EXTERIOR FINISH TYPICAL NEW ACM PANELS _ _ __-- __ __- _ DOCUMENT DATE: 05/14/19 a = NEW PRE-FINISHED NICHIHA - _ I I — __ _ - _= _ EXISTING ROOF PANELS U STACKED STONE: KURASTONE - �_ __ _ �_ �_ _ TO REMAIN, TYP. CHECKED BY: ELR o Q MOUNTAIN, TYP. ' 5 - =- - - - - = = __--_ = DRAWN BY: JTH 4 YA3 - EXISTING METAL TRIM TO o N F- NEW CONTINUOUS RAIN --_ _ EXISTING AIR INTAKE - _ _ _ -_ _-_ REMAIN, TYP. PAINT PT-90 z GUTTERING AND DOWNPOUTS - - ___= VENT, PAINT TO MATCH PROTO CYCLE: o E SIZED AND PROVIDED BY METAL . _= I ADJACENT METAL PANELS I _ _ _ rl- o w BUILDING MANUFACTURER = _ - a I 3 a EXISTING METAL PANELS a o \ N = - \ _-_= _-_= _ \ PAINT PT-91 TYP. > NEW FACE BRICK TO cmU w MATCH EXISTING, _ - -_ %// �/i �// `V ] 1 o _ __ - __-_ - __- - - \ \ - - \ PAINT PT-92, TYP. _ _ _ - _ _�- -- _=_ - �-=_ _-_ EXISTING FACE BRICK LL EXTERIOR E � _ =— 3 YA3 _ _ =_ _ — _— — __ — _ _—- �; NEW BOLLARD, TYP. ---_== NEW BOLLARDS, TYP. } EXISTING BOLLARDS, TYP. EXISTING BOLLARDS, TYP. I / C =OH:3 YA3 - _- PAINT PT-92 TYP. ELEVATIONS __ _I w _--_ - -_--_ - --- -_- -__--_ - -_ / AND DETAILS E 'o - _ ! / — -___- — / — - — -- _ / EXISTING BOLLARD, TYP. c6 - o NEW CHID &TRACK EXISTING OHD &TRACK EXISTING OHD &TRACK EXISTING HM EXISTING HM EXISTING HM EXISTING EXISTING BOLLARDS, EXISTING HM o WEST ELEVA Y DOOR& FRAME DOOR& FRAME DOOR& FRAME ELECTRICAL TYP. DOOR& FRAME SHEET: "M 1 DISCONNECT YA3 0 2i� SCALE: 3/16" = 1'-0" SHEET NOTE: 1. EXISTING SIGNAGE TO REMAIN UNLESS NOTED OTHERWISE. 2. NEW CONSTRUCTION TO MATCH EXISTING: ROOF GALVALUME"R ROOF PANELS WALL PANELS:PT-91 TRIM: PT-90 NICHIHA HORIZONTAL TRIM: PT-92 NICHIHA VERTICAL TRIM: PT-90 HARRISON FRENCH GUTTERS&DOWNSPOUTS: PT-90 & ASSOCIATES , LTD RAKE TRIM:PT-90 2 OHD TRIM:PT-90 1705 S.Walton Blvd.,Suite 3 PERSONNEL DOOR TRIM: PT-90 Bentonville,Arkansas 72712 WINDOW TRIM:PT-90 t 479.273.7780 3. REFER TO ELECTRICAL SHEETS FOR WALL f 888.520.9685 PACK LIGHTS AND LOCATIONS. www.hfa-ae.com 4. REFER TO MECHANICAL SHEETS FOR w EXACT MOUNTING HEIGHTS OF EXHAUST w 6 FANS. LU co o� � 5. SEAL HOLES IN METAL BUILDING PANELS N 5 4 3 2 1 AS REQUIRED. o` EQZ 20'-9" 11'-0" 1 T-6 20'-9" -- ( 6. NEW RIDGE VENT TO MATCH EXISTING z LL}N 1 jE E2 3 ---------- _ STYLE AND COLOR. Z.W Z W o 7. PAINT METAL DOOR&FRAMES TO MATCH CL} } ADJACENT WAINSCOT COLOR UNLESS a s a o o NOTED OTHERWISE. c~n ig 8 o 0 7a �a�d , EXISTING Z GIRT 2 8. INSTALL WATER RESISTANT 1X4 AT EVERY 2 VERTICAL AND HORIZONTAL BUTT JOINT. LOZ I EXISTING PANELS TY IC AL FOR ALL PLYWOOD A L F NIS O TO REMAIN,TYP. p � n, PT 91 M � p o I 1 L1- 0 OPEN TO BEYOND I OPEN TO BEYOND I OPEN TO BEYOND I OPEN TO BEYOND NEW REF: 1/YL 3: w U A LU _ N. zw 0 PLYWOOD Y z PAINTED 55 (n EXPOSED p LUI STRUCTURE I I c a ! 00 O J a TO REMAIN I I I co co I y 1 - ------------------------ ----- -_ - - - - ------ ---- DO 4 � � ELEVATION 4 }� SCALE: 3/16' - 1'-0' 1 2.2 3.8 5 O I I I OF F� 1 2,_Ou" �2'-0" I 9'-9" 4' S E P 1 EXPOSED RED STEEL FRAMING,TYP. ` AR99 12 NEW LUBE PIT EXHAUST FAN, REF:MECHANICAL,COORDINATE D A FINAL LAYOUT WITH METAL BUILDING COMPONENTS Jami Marie Cook;Architect License#AR99512 I e I Harrison french& a I �4"PLYWOOD Associates,LTD I I I I COA#AA226001029 ' PAINTED 0 lid NEW HM DOOR& NEW LOUVER,REF:MECHANICAL; NEW HM DOOR& FRAME COORDINATE FINAL LAYOUT WITH FRAME ELEVATIONMETAL BUILDING COMPONENTS 3 SCALE: 3/16' - 1'-0' ISSUE BLOCK EXISTING SERVICE BAYSj NEW SERVICE BAY NEW SERVICE BAY EXISTING SERVICE BAYS 2 09/13/19 ADD 2 B A.8 O A A.8 B I z 0 a 2!_5„ rL NEW EXHAUST FAN REF: 10, MECHANICAL;COORDINATE w FINAL LAYOUT WITH METAL o I i BUILDING COMPONENTS,TYP. EXPOSED RED STEEL ? FRAMING,TYP. a I I STORE NO. 467 M I I DOCUMENT DATE: 05/14/19 _ I CHECKED BY: ELR I � S DRAWN BY. JTH o I 3 PLYWOOD I PROTO CYCLE: Z 4 o PAINTED LL_ co co cc I INTERIOR cc � I 6 ELEVATIONS � J NEW OHD&TRACK NEW OHD&TRACK ELEVATION ELEVATION SHEET: N 2 1 . - ,_ . YA4Q M SCALE= 3/16 - 1-0 SCAL.E: 3/16 1 0 (, o k 1 a YF $ r }. 5 HARRISON FRENCH & A S S 0 C I A T E S 1, TD 1705 S.Walton Blvd.,Suite 3 Bentonville,Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com p vi m r W 76aui�JpZw t♦7 Q W r Sax U z W w O V,cc W>WO'Gy w O w w0 r O w pZ.0 K1 OU p¢cwj W tan(7 OO � LL�F,J,rz�Uz� Z a O w O U O p O�E tnz REF:YA1 50'-0" REF:YA1 t— ��wZOZwWZWl C o',w O 8 W' W �U ix��3aup zLL oLL �r .. FOR LOCATION LUBE OIL PIT FOR LOCATION OF LUBE PIT 100'-0" OF UB P t— NZoLLo �oz FINISHED FLOOR LEVEL cn o o 0 0 ao it�a t. 4 SLAB THICKNESS " z REF: STRUCTURAL TOP OF STEM WALLS SLAB THICKNESS :a:. .. Ei ^• -".e REF: STRUCTURAL 12"x12"EXHAUST M to •♦ .4 1, A. t. REGISTER ILL p J 2 = w � � SLOPE OF SLAB Z� U Z � SLOPE OF SLAB tw 94-11 _ m CC o � LU w REF:STRUCTURAL FOR SLAB REFER TO YA1 FOR CATCH r2"! FER TO MECHANICAL FOR SUMP PUMP O O (D O ELEVATION AT NEW ADDITION BASIN LOCATION SUMP PIPE LOCATION REF: MECH. DRAWINGS N LL � LUBE PIT SECTION AND OIL PIT 3 SCALE: 3/8' 1'-0' O 4 � 50--0" 1'-0" LUBE OIL PIT O 1-6 rL 4-6 rL 6-0 (L 6-0 6-0 4- 6-0 4- 6-0 GL 6-0 (L $ OH METAL PLATE, REF: 10/YA6 2 REF: YYA6 2 100'-01, PLAN FINISHED FLOOR LEVEL r d' e i e' t ��4T t a F• I I SLAB AT SERVICE BAY OF P40 .d•.: t PVC EXHAUST DUCT U �?•�� 00. '. t WATERPROOF PIPE _ Q LIGHT FIXTURE IGHT FIXTURE IGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE LIGH IXTU d: :, t CEP 1 0 PENETRATION PER ' to + ° t— C40 USED OIL PVC CHASE i I MANUFACTURER SPEC. *- LL v REF: MECHANICAL i t '� AR99512 Uj SLOPE OF SLAB 24"x24"GRATE =N SLOPE OF SLAB _------------ 2 C O .. 00 "G • . '. ' •:. . :.. .•.. ------------------------------ --- 12"x12" EXHAUST REGISTER io REF:STRUCTURAL FOR SLAB [BASIN FER TO YA1 FOR CATCH REFER TO MECHANICAL FOR 2"O.W. SUMP DRAIN ELEVATION AT NEW ADDITION LOCATION 2"SUMP PIPE LOCATION LOCATE, REF: MECHANICAL .. Jami Marie Cook,Architect AND OIL PIT J N 2 License French& SUMP PUMP 6" 1'-11" 6" 9'-4" 1'-0" 8" Harrison French& Associates,LTD REF: MECH. DRAWINGS COA#AA226001029 LUBE PIT SECTION 2 SCALE: 3/8' = 1'-0' ISSUE BLOCK 50'-0" 2 09/13/19 ADD 2 3 v z LUBE OIL PIT j w 1 6 4 6 6 0 6 0 6 0 6 0 6 0 6 0 8 0 1'-0 1'-11" RAMP PLATES v7 0 z , cow z STEEL WHEEL GUARS ALUMINUM STAIRCASE g PROVIDED AND -- REF:8NA6 INSTALLED BY GC HSS 2.5 X 2.5 X 0.25" ih n LI T COV LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT C VE LIGHT COVE REF STRUCTURAL U'3 - 6-1 ,-0' 1'-0" 5'-0" >< T STORE NO, 467 23 0 �N PIT LADDER' TMP' SLOPE OF SLAB M ce L io DOCUMENT DATE: 05/14/19 REF: 7NA6 30'GREASE LINE HOSE REELS MOUNTED TO UNIVERSAL _ C° a * 2&3/YA5 iv ih 6" 5'-0" 1'-0" \ >- LOP OF LAB �iN I` �, SWING BRACKETS PROVIDED BY OWNER,GC INSTALLED _ H 'v ro CHECKED BY: ELR N L `r i —r 1 PER MANUFACTURER'S INSTRUCTIONS. 1 =u�_ ' TYP. TYP. DRAWN BY: JTH o LI T COVE LIGHT COVE 6" LIGHT COVE LIGHT COVE LIGHT COVE 6" LIGHT COVELIGHT COVE _ PROTO CYCLE: o � F BASEPLATE rL F BASE LATE ``' 1'-11 1_0.1 6'-0" 1'-0.' 6'-0" 6'-0" 1'-0" 6' 0" 11'-0" 11" 1'-102" LL TYP. TYP. EMBED PLATES: REF STRUCTURAL 6'-0" 6'-0" CID a 2 LUBE PIT PLAN ,i NEW OIL PIT SHALL BE CENTERED AND SECTIONS ON CATCH BASIN, REF:YA1 FOR J LOCATION AT BAY 0- COCD M 0 0 LUBE PIT PLAN SHEET: N o 1 YA5 o SCALES 3/8' - 1'-0' a L HARRISON FRENCH & ASS OCI A T E S, LTD _1705 S.Walton Blvd.,Suite 3 Bentonville,Arkansas 72712 8" REF: YA1 33'-10" REF: YA1 t 479.273.7780 SLAB THICKNESS LUBE OIL PIT FOR LOCATION OF LUBE PIT f 888.520.9685 REF: STRUCTURAL 100'-0" 2 www.hfa-ae.com 2 FINISHED FLOOR LEVEL _ — °. °. _-_" 'e IW-Q ZO H U U' s O '-----"_._ _ Aga( W. a .e ` SLAB THICKNESS �e. w 0 3 W W W .. •'° ¢UW�ZO ° . REF: STRUCTURAL o LL TOP OF STEM WALLS e ° 4 o W o Q , . LLw, .a a z a¢in OrN-O�orNs e 12 12"x12" EXHAUSTw �, }o CATCH B A SIN REGISTER N w t m¢z� ooao REF: 9/YA6 fn o s�d o e .e ,,^^. " SLOPE OF SLAB > SLOPE OF SLAB d 0 94 11 _ e a a e.. .. ° ' ..a ° e. ° d.q -e e .e • q pe � a ° tt^^ A�p I:t �d co M •d' ° \a' Zocnp J REFER TO MECHANICAL FOR REF. STRUCTURAL FOR SLAB — Q o6 IL Cl J 2" SUMP PIPE LOCATION ELEVATION AT NEW ADDITION SUMP a _ Lj ;2: U C.; AND OIL PIT (n (� m Z d ° (D W � U LJJ d Z W m Q_ Z Fr LUBE PIT SECTION W W coLU SCALE• 1/2 1-0 CN IL U) � a REF: YA1 33'-10" LUBE OIL PIT D 1'-0" 1'-6" 4'-6" 6'-0" 6'-0" 6'-0" REF. PLAN SLAB AT SERVICE BAY Q SLOPING FLOOR SLAB O STEEL WHEEL GUARDS g METAL PLATE, REF: 10/YA6 100'-0„ PROVIDED AND 2 OH .------- --------------- 2 FINISHED FLOOR LEVEL INSTALLED BY GC YA6 — - d .. ° — —._ a ..�. e e d .. q 4a. o USED OIL PVC CHASE I ..r O REF: MECHANICAL CATCH BASIN, Q ' I I e4 . - z � REF: 9/YA6 p G. . . LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE 2 x12 EXHAUST •.. REGISTER ,a l 4 ® . I W - t co W I PVC EXHAUST DUCT -,.OFP`O a o N w J WATERPROOF PIPE -H o Y 24"x24" GRATE I PENETRATION PER �';'�� 0 _^ � a S ) F SLAB d �. . .. C �� ` 94'-11 Q.q LOPE OF SLAB N SLOPE 0 MANUFACTURER SPEC. SEP �� ). rA— e'.- - .a e q .. . ... — — •i- —r.. .•' ° 4 '3 a.. a •' a s. d, ° °4- tea — — ' � ..•° e.4 a ° . . .,. d. . a. ..e .° d -°.a e y .a d .. as q• 1 � . e a ° 6 °' •a ,, •R ° n ° <' 4 e AR995 e N e' a _ e. ° e. ' - °. e . ' a . .. , REFER TO MECHANICAL FOR REF. STRUCTURAL FOR SLAB 30 GREASE LINE: HOSE REEL MOUNTED TO UNIVERSAL S . ' 12" SUMP PIPE LOCATION ELEVATION AT NEW ADDITION N RA T VI Y INSTALLED ;t T G�o SWI G BRACKET PRO DED B OWNER,. GC e .- RFp A. AND OIL PIT PER MANUFACTURER'S INSTRUCTIONS. 2" O.W. SUMP DRAIN :' LOCATE, REF: MECHANICAL 14 d � SUMP PUMP 2 REF: MECH. DRAWINGS Jami Marie Cook,Architect n n r n » n r » r n » License#AR99512 4 6 1 -11 6 4 9-4 1 -0 8 Harrison French& Associates.LTD COA#AA226001029 2 LUBE PIT SECTION SCALE: 1/2' _ 1'-0' 2 l'-5"t REF: YA1 1'-11" 4" 33'-10" LUBE OIL PIT 2 ISSUE BLOCK a r n r n � � » � ' n � r » � r n r » �a 3 1 -6 4-6 6-0 6-0 6-0 NEW OIL PIT SHALL BE CENTERED 1 -0 1 -11 RAMP PLATES 2 09/13/19 ADD 2 Z ON CATCH BASIN, REF: YA1 FOR o LOCATION AT BAY w co ¢ HSS 2.5 X 2.5 X 0.25" g LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE REF STRUCTURAL a t-- d o w 6". 2'-0". 1'-0" 5'-0 n , m J TYP. TYP. 2 SLOPE OF SLAB o _ i a —_ — .n 2&3/YA5.1 ,I j j! PIT LADDER d __ r. LOPE OF SLAB N STORE N0. 467 � I 30 GREASE LINE HOSE REEL MOUNTED TO NIVERSAL X ._a___._____�_ N REF 7/YA6 z DOCUMENT DATE: 05/14/19 r, n " SWING BRACKET PROVIDED BY OWNER,'GC 1 STALLED N 6� 5-0 1 -0 PER MANUFACTURER'S INSTRUCTIONS. i CHECKED BY: ELR io 0 g DRAWN BY: JTH o LIGHT COVE LIGHT COVE LIGHT COVE LIGHT COVE o ALUMINUM STAIRCASE _ PROTO CYCLE: 0 2 REF 8/YA6 J 3'-0" 6'-0" 6'-0" 6'-0" 11" 1'-10 1/2" E EMBED PLATES s REF STRUCTURAL t cE cE LUBE PIT PLAN o CO AND SECTIONS >- EXISTING CENTER OF SLAB f?ti r' rn � SHEET: 4. ------------- o � 33 10 LUBE PIT PLAN N C; 1 YA5 . 1 o SCALES 1/2' = 1'-0" SHEET NOTES: 1. DEVON EZ-GUIDE SAFETY COVER, PROVIDED BY OWNER & INSTALLED BY GC. 2. PAINT LUBE PIT WALLS & FLOOR WITH "SHERWIN WILLIAMS" ARMORSEAL , 100HS-B67-2000 CLEAR BASE WITH GLOSS a FINISH ° 3 tz 0 3. PIT SAFETY NETTING PROVIDED BY OWNER N & INSTALLED BY GC INSTALLED AFTER OIL HARRISON FRENCH CADDY HAS BEEN INSTALLED. & ASS OCI A •r 1- S , L •r D 2 10 5 INSTALL AT 10 4 1705 S.Walton Blvd.,Suite 3 SIDEWALLS ONLY] Bentonville,Arkansas 72712 1. GUSSET PLATE 1 BY G.C. REF:A-6/YA6 f 888.520 9G85 2. GUSSET PLATE 2 BY G.C. REF:A-6/YA6 g www.hfa-ae.com 7 1'-il' 1'-O' i� 3. GUSSET PLATE 3 BY G.C. REF:B-6/YA6 _.__. __ -- _-___�____ _.�._._._._____ �_�`__.___ __ _e_�- PLATES PROVIDE 1/8'STEEL BULKHEAD 4i 4. GUSSET PLATE 4 BY G.C. REF:B-6/YA6 AT EACH SIDE OF RAMP AND AT " - EMBEDS1'-10 1/2' 11. WHEEL STOP ENDS 5. WELD THE PAD EYE AT MIDDLE OF 73-8 RUN (NOT NEEDED AT SHORTER I I R STL ANGLE/PIPE W Z m I i I _-� RE:STRUCT z �w LL w } 33-10" LONG PIT) IN A VERTICAL POSITION ON SIDEWALL ; ; ; , 1 1/2' w O Q LL W W GUSSET W Z� NZtnp 6. ATTACH ONE TURNBUCKLE VIA THE JAW END TO GUSSET PLATE 1. ' i ' ' PATE �' a F O z w i j I I RE:DTLB W Jp� �W�p 7. ATTACH ONE TURNBUCKLE VIA THE JAW END TO GUSSET PLATE #2 I I 8. ATTACH CABLE TO GUSSET PLATE #3. EXTEND THE CABLE TO THE EYE END I 11 I j 11 _ o o s W LL�N LL.Q U F Z p ! I ! FLOOR EMBED 0 p W~ a W o-i- OF THE TURNBUCKLE AT GUSSET PLATE #1. USE (3) WIRE ROPE CLIPS ON W _ W W 3ZE .CABLE. ; � ' ; , ? i� METAL PLATES, u- �a 3�w W��o - i RE:STRUCT. z ffi 2 o id�z� 9. ATTACH CABLE TO GUSSET PLATE #4. EXTEND THE CABLE TO THE EYE END ! I I r J r N W a¢fnOrO�0 iE ti5 i ; EDGE OF PIT <nw�zULLrw r I I I I ¢r OL,w c9 w z OF THE TURNBUCKLE AT GUSSET PLATE #2. USE (3) WIRE ROPE CLIPS ON I I , 10/YA6 HSS, RE STRUCTURAL J ?LL��a F CABLE. --- - _ --1-- - - -----i -- - _-_ �_--- --1 <Z w -m�it 10. ATTACH QUICKLINKS TO EACH SIDE OF NET 15" APART. -- - ---- - -- -- -- - _--_.__.__ METAL PLATES �- =w S= u,aeu?�ooiiorc 11, ATTACH SPRING SNAP LINKS TO THE NET ON BOTH ENTRANCE AND EXIT 6 8 ___ (SHOO OONNAL1 LINES) is o B a SIDES OF NET INSTALL A 0 1 10 5 SIDEWALLS ONLY 10 (D— 1- m 2 M Z �- J Q C PIT SAFETY NETTING DETAIL LUBE PIT RAMP PLAN z M = LLI U o 12 SCALE 1' = 1'-0' 13 SCALE: 1/2' - 1'-0' U U Cn z w U I U-j CO Z 11J O w z Et W :2 W O w,= o O rL (D 0 (N LL U) �a 0 991-9" N TYP. 991-91, -------------- 0 TYP. ;i 99'-71/2" NV TYP. 9 EQUAL TREADS = 8'-3" SLOPE_ -_ nP SLOPE HANDRAIL: 1 1/4" SCH 40 ALUM 4 l/4"x3"x3"x6" LONG CLIP ANGLES HANDRAIL HOLD 1" BELOW G 99'-9" SERVICE BAY FLOOR AND o �TYP (PRECISION LADDERS, LLC) rw 2" 20 O ATTACH TO ANGLE EMBED - TIE INTO 8" STRINGERS PLAN 99'-9" REF STRUCTURAL o 2 OIL PIT BUMPER PRECISION LADDERS, LLC " x 7 1/2" x 3/8" GALVANIZED CATCH BASIN PREFABRICATED ALUMINUM STAIR o 0 3 0 O O 1'-5" PROVIDED AND INSTALLED BY GC BENT PLATE O 0 SILT TRAP, BASKET, GRATE D PROVIDED BY OWNER INCLUDE STAIR, HANDRAILS AND O 0 3"CLIP ANGLE ATTACHMENTS 4"DIAGONAL SAFETY INSTALL BY G.C. 11" 11" z o a00000 STRIPING @ 8"O.C.PAINT " � o OOOO� SAFETY YELLOW WITH HSS 2 1/2 X STL WHEEL BUMPER PROVIDE Y STEEL BULKHEAD AT EACH a : � SIDE OF RAMP (SHOWN WITH DIAGONAL ANTI-SLIP TREADS z LU CD PATTERN SHOWN 2 1/2 X 1/4 TERMINATESCL LINES) WITH 1" NOSINGS i m I EXP. ANCHOR GUSSET PLATES " II Co7" MAX RISE o Q Y METAL PLATE ( ;I I (D = N AT 4 CORNERS Z OF PIT "-_- - ' o - 2 1/2" x 3/8" BAR 2" 20" O 3 16" TYP. OPEN RISERS v _H CD o STRINGERS o 7„ OF OIL PIT BUMPER I — PIT WALL i' __1 �P� ,p RIE �;Ai� t SLOPE TO OIL—WATER In y'�`� OO " SP 1 ��Q SEPARATOR II ;r, M +' 3/4 DIA RUNGS t 0 0 ------4" DIA. P.V.C. 0 4"DIAGONAL SAFETY 8 X 4 X Y Q a CONNECT TO 4" PERM 0 PIT SLABnnnnmTmmmftffmm o cn o 0o STRIPING @ 8"O.C. PAINT d d Q "' HALF NIPPLE. 94�-11'F 1 5/8"w �, S L 3 x 3" x 1/4" '� AR99512 o °SAFETY YELLOW WITH a A a " I SLOPE TO DRAIN SLOPE DOWN PIT FLOOR o wc3 BOLTED �1►PATTERN SHOWN 6"X 4 X Y W/ (2) Y X 2 TO GRATE LU o �h'ED AEG ` 0 6 STUD ANCHORS WATER LEVEL _ - ------ --------- ----------._ CONNECTIONS -- _-__.__-_-________.__. -.__.-- TYP. 18" O.C. l/4"x2"x3" CLIP ANGLE T.O.GRAIE IV$ 1 -10 1/2 1 -2 1/2 (PRECISION LADDERS, LLC) SECURE TO 94'-9 STEEL TO BE GALVANIZED " " SLAB WITH 3/8" EXPANSION ANCHOR Y & CLIPS/FASTNERS EXP. ANCHOR Jami Marie Cook,Architect ENLARGED SQUARE License#AR99512 Harrison French& STRIPING DETAIL METAL PLATE DETAIL CATCH -BASIN STAIR SECTION LADDER SECTION Associates,#AA 6010 Q CAA#AA226001029 11 SCALE 3/16' = 1'-0' 1® SCALE: 1-1/2" 1'-0' SCALE: 1' - 1'-0' 8 SCALE: 1/2' - T-0' SCALE: 1' - 1'-0' ' 2 2 5 5 1'-4" 3'-0" 6 1/8" 2X4 SHEAR KEY WITH BENTONITE YA6 — FINISHED FLOOR Yqg — FINISHED FLOOR 5 " 1" ROPE WATERPROOFING / \ SLAB VARIES / \ SLAB VARIES YA6 1 -6 1 -6 SAFETY NET COVER /8 1/4" PLATE SLOPING -�- " PROVIDED BY OWNER & " I a I w 22-5 INSTALLED BY G.C. 1/4 PLATE _ FLOOR SLAB a `b •a..1 a . 1 1/2 3 1/2 ISSUE BLOCK a 1" HOLE 00 VARIES ° ( ■ a 1 a. ° a > 0 2 09/13/19 ADD 2 Cl) 1 HOLE - �'a VARIES w \ i 4 d a . 00 �' w z 1 7/8" 3„ o' °. a° "' QUICK CONNECT AIR d ° ¢ n a° A PIT LADDER ° a -LIGHT COVE FITTING. REF: MECHANICAL ° ' ° d 0 6 :a BEYOND SHOWN FOR SIZE AND LOCATION ° U PLATE DETAIL I ° DASHEDALUMINUM STAIR STRINGERS LU coo ° s d °'. . . °. d00 a 9 Q BEYOND A. 44 Uj m �+ SCALE: 3' ®1'-O' ; °a BENTONITE WALL & UNDER SLAB ..° ° I a° ° (OF PIT) WATERPROOFING VERIFY ° oo z a a WITH LOVE'S PROJECT MANAGER IF °. -2" SLEEVE FOR LIGHT FIXTURE, o ° ° ° STORE N0. 467 2 SERVICE BAY SLAB e 4. WATERPROOFING IS TO BE �° " ELECTRICAL REF: ELECTRICAL - Q INSTALLED ONCE PIT IS EXCAVATED 9 1 2 6 1 2 p i a — REF: 2/YA6 FOR 4 / / CONDUIT 8" 8' a LIGHT RECESS DETAIL DOCUMENT DATE: 05/14/19 2 1/2" i ° . . ° PAINT PIT WALLS & FLOOR a ° . ° REF. SHEET NOTE 2 REFER TO 4/YA6 i >, ° ° ° ° ° _- CHECKED BY: ELR SAFETY NET COVER 3 OR 4 0 PERFORATED DRAIN ° CENTER ON ANGLE o 1 ° aQ ° ' - ° .° FOR WATERPROOFING s O PIPE WITH GEOFABRIC SOCK IN a a DRAWN BY: JTH a° COURSE AGGREGATE BED REF: 4 o a a 4 ° F: ` MECHANICAL a a ' a . • ° a ° PROTO CYCLE: CONTINUOUS ANGLES d ° 4 ° a � "21/2 RE: STRUCTURAL p a 12x12 EXHAUS LL Q d. ° , ° n ,u ,': ,'✓ { o ��.- i t .mot. ¢, '`-' a d ?, , VARIES E d ° _ .a .�' ., •.,.`,� 1 < --L�i' k.,`1;` �' , "'-�75.�`�,.1��,` '`, , ,c; -,x,r �;:. °. .°a."� ° Q. a ° i.Q ° 3 REGISTER BEYON ' ca a 2X4 SHEAR KEY WITH BENTONITE LUBE PIT ROPE WATERPROOFING 8" l'-4" 1'-6" ,< ° ° a ° a SECTIONS AND a 44 ? � TO OF LUBE PIT tP U) CO = � .0 _ �_, } > _ „ = , v ."�_. ,. 4 . ; ; ; � DETAILS n �. w s r .. SLEEVE TO BE RAN THROUGH EVERY PILASTER c, r � �� ; z, ;,� � � 6 CRUSHED AGGREGATE BASE TYP. E 3 a PIT WALL INTERRUPTING LIGHT COVE __ �ti Q LIGHT RECESS N M RAIL DETAIL PIT WATERPROOFING WALL SECTION (WALL) SECTION LUBE PIT SECTION SHEET: N O YA69 5 SCALE: 11/2' - T-0' 4 SCALE 3/4' - 1'-0' 3 SCALE: 3/4' - 1'-0' 2 SCALE: 3/4' - 1'-0' SCALE: 3/4' - 1'-0' CONSTRUCTION SAFETY GENERAL NOTE PRE-ENGINEERED BUILDING DESIGN LOADS REQUIRED SPECIAL INSPECTIONS TYPICAL STRUCTURAL ABBREVIATIONS THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES, SEQUENCES OR 1. Building Code: 2017 FBC QV PROCEDURES,OR FOR SAFETY PRECAUTIONS AND PROGRAMS, SINCE THESE ARE SOLELY THE CONTRACTOR'S RESPONSIBILITY. (BY TESTING AGENCY ACI AMERICAN CONCRETE EXP. EXPANSION PED PEDESTAL 2. Roof Dead Load: per MBM IN ADDITION TO THE REGULAR INSPECTIONS REQUIRED BY SECTION 110,THE FOLLOWING ITEMS REQUIRE SPECIAL INSTITUTE FLR. FLOOR PL PLATE CONCRETE GENERAL NOTES INSPECTION IN ACCORDANCE WITH SECTION 1704, 1706& 1707 OF THE 2017 FBC. AISC AMERICAN INSTITUTE OF FDN. FOUNDATION PLF POUNDS PER LINEAR FOOT 3. Sprinkler System to Structural System 250#At All Points Of Attachment STEEL CONSTRUCTION ITEM SECTION FTG. FOOTING PROJ. PROJECTION 1. All detailing,fabrication and placing of reinforcing steel shall conform to the ACI standard"Details and Detailing of Concrete 4. Roof Collateral Load: 3 psf A.R. ANCHOR ROD F.S. FAR SIDE PSF POUNDS PER SQUARE FOOT Reinforcement"(ACI 315). ARCH. ARCHITECT Inspection of Fabricators GA. GAUGE PSI POUNDS PER SQUARE INCH HARRISON FRENCH 5. Roof Live Load: p 2. Concrete mix designs shall meet the following requirements: (L ASTM AMERICAN SOCIETY OF TESTING reduction shall not be allowed) 20 psf - Verify fabrication/quality control procedures 1704.2.1 TESTING MATERIALS GALV. GALVANIZED R RADIUS & ASSOCIATES, LTD Location Minimum Compressive Maximum Aggregate Maximum Slump(in.) Air Entrainment Concrete Construction BLDG. BUILDING HK. HOOK REINF. REINFORCEMENT Strength (psi) Size Water/Cement Ratio Percent % 6. Ground Snow Load: 0 psf - Reinforcing Steel Installation Table 1705.3 BM. BEAM HORIZ. HORIZONTAL REQ'D REQUIRED 1705 S.Walton Blvd.,Suite 3 Interior Slabs 4000 3/4" .50 4±1 0 Exterior Slabs 3500 3/4" .50 4±1 6±1 - Cast-in Place Anchor Bolts Table 1705.3 Bentonville,Arkansas 72712 7. Wind Load: BOTT. BOTTOM H.S.A. HEADED STUD ANCHOR RTU ROOF TOP UNIT Perimeter Foundations 3000 1 .50 4_1 6±1 g p ( gust) P - Verify Design Mix Table 1705.3 f888.273.7785 �� + •Ultimate Design Wind Speed,Vult 3-second ust 157 mph BRG. BEARING I.F. INSIDE FACE SCHED. SCHEDULE •Nominal Design Wind Speed,Vasd(3-second gust) 122 mph Fresh Concrete Sampling Table 1705.3 JBE JOIST BEARING ELEVATION SECT. SECTION f 888.520.9685 • Risk Category II - Concrete Placement Table 1705.3 � CENTERLINE www.hfa-ae.com 3. Reinforcing bars#4 and larger(except ties and stirrups)shall meet ASTM A615 with Supplementary Requirements(S1), Grade 60. •Wind Exposure C - Concrete Curing Operations Table 1705.3 CLR. CLEAR JST. JOIST Sim. SIMILAR Smaller bars shall be grade 40. • Internal Pressure Coefficient(GCp) ±0.18 - Evaluation of Concrete Strength Table 1705.3 COL. COLUMN JT. JOINT SJI STEEL JOIST INSTITUTE Soils LG. LONG S.O.G. SLAB-ON-GRADE Based on Ultimate Design Wind Speed): CONC. CONCRETE Li4. All reinforcing bar splices shall be 44 bar diameters. 8. ASD Load Combinations ( 9 P )� - Verify materials below are adequate to achieve design bearing capacity Table 1705.E LLH LONG LEG HORIZONTAL SPA. SPACING U) CONN. CONNECTION o • D - Verify excavations are extended to proper depth and have reached proper bearing material Table 1705.E w o W" = 5. All reinforcing bar hooks shall be ACI standard 90 degree hook,unless noted otherwise. . D+ Lr - Perform classification and testing of controlled fill materials Table 1705.6 CONT. CONTINUOUS LLV LONG LEG VERTICAL SPECS SPECIFICATIONS O W < = LONG. LONGITUDINAL STD. STANDARD W" 7,�O 2 W ai v Q U 6. All bars are to be supported informs and aced with wire bar supports per "Manual of Standard Practice for Detailing Concrete : D+OJSLr - Verify site preparation with soils report Table 1705.E CTRD. CENTERED O <` w W PP P D 0.6W(or 0.7E) - Verify use of proper materials,densities and lift thickness during placement and compaction of controlled fill Table 1705.6 MAX. MAXIMUM STIFF. STIFFENER G_ a W E Z W M- Structures"(latest edition). Bars shall be securely wired per latest edition of CRSI's"Recommended Practice for Placing Reinforcing • D+0.75Lr+0.75(0.6W or 0.7E) DEG.or° DEGREE it-P o =T 2 T MBM METAL BUILDING STL. STEEL z ZO w a K w a s Bars".Accessories for exposed concrete shall be plastic or have plastic-tipped feet. 0.6D +0.6W REQUIRED SPECIAL INSPECTION NOTES: DIA.or 0 DIAMETER o Q -a • to-c a._ -�� W W O i •0.6D +0.7E 1. General Contractor shall coordinate any additional special inspection requirements with Owner and applicable building authorities. MANUFACTURER TOC TOP OF CONCRETE 4 p K�;W w c DIM. DIMENSION Q ,a o a 7 a 7 7. The to of concrete pedestal shall be square,smooth&level to receive the metal building base plates. MECH. MECHANICAL J 7 w Z r � n o p P q 9 P 2. Special Inspections are the responsibility of the Owner. TOF TOP OF FOOTING Q a Q'^ W W w° U N 3. The names of persons or firms who are to perform the Special Inspections shall be forwarded to the Building Official for royal, DN DOWN 0-Q,W 9. Seismic: P P P P 9 PP MFR. MANUFACTURER a o Z a" . W W iL W �K W 8. Smooth dowels shall be steel conformingto ASTM A36. TOW TOP OF WALL o o - z W= , •Site Coefficient 4. The Special Inspector(s)shall complete and submit all forms required by the Local Jurisdiction, do DITTO � MIN. MINIMUM TRANS. TRANSVERSE �'. = W W o 9. All slots, sleeves and other embedded items such as strap-tie holdowns shall beset before concrete is placed. See Architectural, `` Fv=2.400 Fa= 1.600 DTL. DETAIL MISC. MISCELLANEOUS TYP. TYPICAL Electrical, Mechanical and vendor's drawings for sizes&locations. • Ss=0.057 DWG. DRAWING MTL. METAL DWL. DOWEL U.N.O. UNLESS NOTED OTHERWISE � • Si =0.029 N.S. NEAR SIDE VERT. VERTICAL I Z 10. Electrical conduit to be placed below slab shall be located by electrician prior to placement of slab reinforcements. Slab shall be •Sos=0.06 EA: EACH 0) thickened in these areas to accommodate a minimum of 3"top covering and 3"bottom clearance. •SDI=0.047 D.C. ON CENTER W/ WITH cJ- O ti EL. ELEVATION H •Site Class D ca O.F. OUTSIDE FACE M - et 11.Flyash shall not be used unless approved in writing b the Engineer. Fly ash,if approved, shall conform to ASTM C618 and shall not EQ. EQUAL W.P. WORK POINT J 0 0 a PP g Y g Y PP • Seismic Design Category A OPNG. OPENING WWF WELDED WIRE FABRIC exceed 15/0 of the total cement volume. • Basic Structural System=Per MBM EW EACH WAY PAF POWDERED ACTUATED LL Z Q • Seismic Resisting System=Per MBM EXIST. EXISTING FASTENER = W Z Q o 12.All concrete is reinforced unless specifically called out as unreinforced. Reinforce all concrete not otherwise shown with same steel as in • Response Modification Coefficient(R)= Per MBM similar sections or areas. • Deflection Amplification Factor(Cd)= Per MBM U) V pp Z w •Design Base Shear,V= Per MBM 0 W Q m 13.No aluminum items shall be embedded in any concrete or placed in contact with concrete. •Analysis Procedure= Per MBM Z W _ 14.Concrete coverage of reinforcement shall have the following clear distances unless noted otherwise on the drawings: Y �'- OU � • Cast against earth:3" U) f'- pUJ t� • d concrete exposed • Slabsenot exposed to earthto earth or or weather: 1 gather: 2" O O Cw. 0 • Beams&columns not exposed to weather: 1 1/2" (V LL v) _J a 15.Embedded and all reinforcing bars marked continuous shall be embedded to develop the full tension capacity of the bar. Laps shall be Class B tension lap unless specified otherwise on the drawings. Unless shown otherwise,splice top bars near midspan and splice bottom bars over supports. NOTE: SEE OIL DRAWINGS FOR DRAIN &GRATE- 16.Supply comer bars 4'-0"long(min.2'-0"in each direction)in outside face of wall at comers of all walls and continuous footings, EXACT LOCATION&SIZE OF 1 1/4" SEE ARCH 0 matching size and spacing of horizontal bars.Where there are no vertical bars in outside face of wall,supply three(3)#4 vertical OIL STORAGE TANK SLAB. Du support bars for comer bars. SLOPE _SLOPE Q 17.Concrete placed during cold weather shall conform to the requirements of ACI 306R-10. Cold weather is defined as a period when,for EXISTING EXTERIOR •, _ r Q [� more than 3 successive days,the mean daily temperature drops below 40°F. CONCRETE PAVING- #4 @ 16"o.c. EACH WAY SEE ARCH. _ w 18. Concrete placed during hot weather shall conform to the requirements of ACI 305R-10. Hot weather is defined as that combination of air, '�Z 5 Nv _ o �Qa temperature, relative humidity and wind speed that will cause a rate of evaporation of 0.2 Ib/sq.ft./hr. or more as defined by Figure2.1. T.O.SLAB EL. _ W D of ACI 305R-10. - ---- -- • z d SEE OIL/ELECT. o cn 1 1 e 1 1 19. Do not add water to concrete during delivery,at Project Site, or during placement, unless approved by the Engineer of Record. _ _ _ 'GALVANIZED O 20. Reinforcing shall have the following lap splice and hook lengths: L3 x 3 x 1/4 W/ -III-III-IIII -I I- 8 8" 1/2"0 x 0'-4"LG. Lap Splice&Hook Lengths WELL GRADED H.S.A.@ 6"o.c. V GRANULAR MATERIAL Bar Size Lap Splice Hook #4 2'-0" 8" COMPACTED FILL #5 2'-6 10" #6 T-0" if-Off #7 T-6" 1'-2" OIL STORAGE TANK SLAB SECTION DRAIN PIT SECTION #8 4-4- 1�4' V31411 If 21.Maximum net allowable bearing pressure for footings=2,000 psf. Bottom of footings shall bear on compacted structural fill as described in the Soils Report Project Number No.37095043 dated December 10, 2009,by Terracon. Bottom of footings shall bear at or below minimum bearing depth. Minimum bearing depth is 18"below lowest adjacent finished grade. �l��11iliil ll/ 44 BAR DIA. �E STRUCTURAL STEEL GENERAL NOTES s 1. All detailing,fabrication and erection of structural steel shall conform to the requirements of the AISC Specification for the Design, Fabrication ° . 448 and Erection of Structural Steel for Buildings. 4 1/8"x 1 1/2"DEEP SAWED CONTROL -cr TATE F 2. Hollow Structural Section (HSS)shall conform to ASTM A500, Grade B with a yield strength of 46 ksi. d -= • °' JOINT. JOINTS SHALL BE SAWEDQ 3. W-Shapes shall conform to ASTM A992 with a yield strength of 50 ksi. All other structural steel shall conform to the requirements of ASTM A36. Q WITHIN 12 HOURS OF PLACEMENT =<d,, :•e a s'�.��5•°,�ORIU•m: o OR SO AS NOT TO TEAR dNA 4. All anchor rods shall conform to ASTM F1554, Grade 36. Nuts for anchor rods shall conform to ASTM A563, Grade A, heavy hex and anchor Q PROVIDE CORNER BARS N,v CONCRETE DURING CUTTING rod washers shall conform to FS F-W-92. m SAME SIZE&SPACING AS HORIZONTAL REINF. W g 5. All welding shall conform to the Specifications of the American Welding Society. Welding electrodes shall be E-70 series. Welding shall be 4• s °'° '$ Lu done by a certified welder. a - • ' e A` d Lungshen Tsao,P.E. 6. All bolts shall be tightened to a snug-tight condition. A snug tight condition is defined as the tightness attained by a few impacts of an impact = • " ° License#74480 wrench or the full effort of a man usingan ordinary spud wrench. All connected elements must be brought into snug contact. J Z d d.'„• ;° Harrison French& rY P 9 9 v I I I I I I= I W g °,d ° Associates,LTD �. m COA#26421 7. Bearing ends of all columns shall be square cut. 12" CONCRETE WALL WELL GRADED - • �' ° ,• 8. No openings shall be cut in structural members unless shown on the drawings. GRANULAR MATERIAL (2)#4 x 4'-0"(TYP.) EA. CORNER 9. Anchor rod holes in base plates shall be sized in accordance with AISC"Detailing for Steel Construction". ISSUE BLOCK TYP. CONCRETE WALL TYP: SLAB-ON-GRADE CORNER DETAIL )�31NOT TO SCALE 4" CONTINUE ALL UGH DISCONTINUE EVERY CONSTRUCTION ON JOINT 1" 1"NOTE: OTHER HORIZ. BAR PLACE HAIRPIN AT SLAB MID-DEPTH. @ CONTROL JOINT #5 HAIRPIN • ° #5 HAIRPIN -, b STORE NO. 467 15° 150 c DOCUMENT DATE: 05/14/19 PROVIDE CHAMFER M 1 1/2' WHERE FACE OF WALL CHECKED BY: LST 30° I 30° PROVIDE CHAMFER IS EXPOSED TO VIEW 1 1/2" WHERE FACE OF WALL o I o IS EXPOSED TO VIEW 10" CONCRETE WALL DRAWN BY: JWK o, o h - PROTO CYCLE: 10" CONCRETE WALL I NOTE: CONSTRUCTION JOINT MAYBE NOTE: LOCATE CONTROL SUBSTITUTED FOR CONTROL JOINT. GENERAL NOTES $ JOINT AT 24'-0"o.c. MAXIMUM. TYPICAL DETAILS. TYP. CONDITION CORNER CONDITION 1/4"=1'-0" 1/4"=1'-0" TYP. CONCRETE WALL TYP. CONCRETE WALL TYP: HAIRPIN DETAILS CONTROL JT. DETAIL R�t�TRUCTION JT. DETAILAS NOTED NOT TO SCALE NOLE SHEET, YSI 00 EXIST. EXIST. EXIST. I EXIST. EXIST. EXIST. ,�, ,,,� ",__"�� ? .. I ,,'__"� Z_ �', ", � I 11 " 1� � ,____� , , '� �_. I ;1 -11, i 1. " � / � �,- f � k - I I- 11 11 \, : __ I III- , 1. � I I �!" . "I'll �_ I � i� ,__�� : i ,,I:_' � f ,� q � " ", � L_ ; �, I .1 - I I / \ I � , .1 1�p " , _,� I �. " ,,, �� I I , , , , A A.8 �\',� ' 1.1/' \,____�/� �"`___��*' �,_____" ,,_._.�, _- --- METAL BLDG. ANCHOR BOLT SCHEDULE - 24!-1 1"30'-1 1/2" 51-11t .�. I I I 10 -I' __�_ I BOLT EMBEDMENT LENGTH THREAD PROJ. 11/211, V-7 1/2" IT-011 . 1 V-4 1/2" /± 1 1/2" URB/ I . , .L - O.F. C DIAMETER "Ell 111311 �1' PER . I EXIST. BLDG. I I I I I-IAPdUSON F'P,ENCH 1 1/2" 21-Ut 611 - Bm CENTER FOOTING �x EXIST. MTL. I I I & ASSOCIATES, LTD 1 1/4" 21-011 611 --___ UNDER WIND POST(TYP.) lot 1z ,0"� BLDG. 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FROM BOTTOM OF SLAB ON STEGO 15 MIL CLASS A VAPOR BARRIER OVER 4"LAYER DOCUMENT DATE: 05/14/19 I Fl 98'-6"0'_ TOP OF FOOTING ELEVATION OF CLEAN CRUSHED ROCK. ELIMINATE VAPOR BARRIER AT EXTERIOR SLAB. . 2. "CJ"DENOTES CONTROL JOINT. PROVIDE 1/8"x 1 1/2"DEEP SAWED CONTROL JOINT. LST :�. P 1 1 00'-6" JOINTS SHALL BE SAWED WITHIN 12 HOURS OF PLACEMENT OR SO AS NOT TO TEAR . . F — — _1 . . .. PEDESTAL SCHEDULE ., '*� TOP OF PEDESTAL ELEVATION CONCRETE DURING CONSTRUCTION. DRAWN BY: JWK , - " I FOOTING SCHEDULE I ..- ''. , 3. SEE THIS DWG.FOR FOOTING SCHEDULE&PEDESTAL SCHEDULE. I , ., - �,�T �_;�,,� �,:�,��,�,.�,�� ,:�.�.', 7�:�� , PROTO CYCLE: ��., *�7::,��7 � � I "'�� PEDESTAL MARK 4. ALL ELEVATIONS ARE BASED ON EXISTING TIRE SHOP FINISHED FLOOR EL. 100'-o'. ��'.,` 1'., ,�� --- �. FOOTING FOOTING SIZE PEDESTAL PEDESTAL SIZE VERTICAL . I I (SEE PED.SCHEDULE ON THIS SHEET) FIELD VERIFY ACTUAL FINISHED FLOOR ELEVATION. REMARKS MARK WIDTH x LENGTH DOWELS TIES REMARKS 5. TOP OF FOOTING ELEVATION 98'-6" (U.N.O.). .. MARK BxLxt REINFORCING L — — _J DENOTES OUTSIDE FACE 6. ALL TOP OF PEDESTAL ELEVATION 100'-6",(U.N.O.). FOUNDATION PLAN .. TOP & BOTTOM 12" x 18" (6) #6 DOWELS #3 TIES @ I 0" 0.C.;[-- O.F. 7. SEE ARCH./CIVIL DWGS.FOR DIMENSIONS NOT SHOWN. . F1 41-611 X 41-611 x 2'-O" (5) #5 EA. WAY --- Pi . I SEE NOTE#1 DENOTES TOP OF GRADE BEAM 8. COORDINATE DOOR LOCATIONS WITH ARCH. DWGS.. & TYPICAL DETAILS I- F2 60-011 x 6'-O" x 2'-6" (7) #6 EA. WAY TOP & BOTTOM - (3) TIES MIN. TOG DENOTES METAL BUILDING 9. SEE ARCH. DWG. FOR LOCATION,SIZE,&DETAILS OF ALL EXTERIOR SLABS, ,. . �,I I F3 I 12'-O" x 12'-O" X 2'-6" , (1 5) #7 EA. WAY'rop & BOTTOM ___ P2 24" x 44" (1 6) #6 #3 TIES @ 1 0" o.c.;ffN SEE NOTE#1 MBM STOOPS, &RAMPS. ,. .. DOWELS (3) TIES MIN. of E±3 DENOTES 10"THICK CONCRETE STEM WALL I I �:, P3 16" x 18" (6) #6 DOWELS #3 TIES @ 1 0 O.C.;1:1 SEE NOTE #1 + DENOTES FIELD VERIFY DIMENSION .. I - I 1 .(3) TIES MIN. DENOTES LIMITS OF 6"SLAB-ON-GRADE � PEDESTAL SCHEDULE NOTE: m (SEE PLAN NOTE#1) SHEET: YS3,1. I 1. SEE FOUNDATION PLAN FOR PEDESTAL ORIENTATION. I . DENOTES SLOPED SLAB ELEVATION CHANGE I I YS2mO ( lie It . 9 &_ I - r r,7C - - (; I/ I 4L__,_ r, ^/,/ , N*" - 'T // -�/,/_; I/ I I � t 0 i v) - �N�- — ',I P , - 1 �2 TA f F- 1� 1 7- i I I :: I 1� r� I I I 1.1� ( ji I I " I I , , , -'' ' I / / X/ -, I ///,// I I I I n i DENOTES TOP OF SLAB ELEVATION __j - - I . ____-- _._.______ __ ..I- _.__-1- --1-__ ____1 ..- -------------------. __ _____1__1_____ ---- I I _ _._______._.__ I � __ ---.---------------�.----------�. 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STORE NO. 467 C° _. °,e 9 SEE PLAN cn 4 _ SEE PLAN - O O BRICK VENEER °. _ DOCUMENT DATE: 05/14/19 u ° U d ri WA" `� U - LL PER ARCH. :4 N V t 1•. b .a : N U W U a. - ., IT a e CHECKED BY: LST �— EXISTING CONTINUE ° ., ° w ;< _ °. , cn 11 a s tY FOUNDATION LONGITUDINAL REINF. @ °.•• -° t� _ THRU FOOTING ° #4 DOWELS 12 O.C.- c� J CENTERED IN WALL DRAWN BY: JWK PROTO CYCLE: 3" 4"311 #3 STIRRUPS @ 24"O.C.oc 1' 8" #3 STIRRUPS @ 24"o.c, CLR- PED.WIDTH CLR. SEE FOOTING SCHED. 21-0" FOR SIZE&REINF. (3)#5 CONT. 2'-0" 3 O#5 CONT. (TOP&BOTTOM) FOUNDATION SEE FTG. SCHED. (TOP&BOTTOM) DETAILS. 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I __�� , i ,, 'd -73/16 �,� __� ; r4 lim 1__� 1 i i . ,1i YS3.1 r,%,� I/ 1� I _�� I I , �_�_ _7 , I � t ; ;_ 1 2� 1 1- I L - f I ; I I " 2 - - , , , i" W z - , � CLR "- - , , 6L, '? � , .I , 5.�,�,,. . "'. 7. 1 1 LUBE PIT PLAN -1 f I I YS3m2 I i2ol=I v.011 I I Mona � ��' .I t DIVISION 15 PROCURE AND PAY FOR PERMITS AND LICENSES REQUIRED 15A 1-13 PENETRATIONS FOR THE ACCOMPLISHMENT OF THE WORK HEREIN HANGER&SUPPORTS: PIPE HANGERS SHALL BE AS 15A: GENERAL DESCRIBED. WHERE REQUIRED, OBTAIN, PAY FOR AND SEAL FLOOR,EXTERIOR WALL AND ROOF PENETRATIONS DESCRIBED IN THE SPECIFICATIONS BY B-LINE-OR EQUAL BY FURNISH CERTIFICATES OF INSPECTION TO OWNER. WATER AND WEATHER TIGHT WITH APPROPRIATE ANVIL, MICHIGAN,TRUSCON, ORUNISTRUT. CONNECT 15A 1-1 GENERAL REQUIREMENTS CONTRACTOR WILL BE HELD RESPONSIBLE FOR VIOLATIONS NON-SHRINK, NON-HARDENING COMMERCIAL HANGERS TO THE STRUCTURE WITH SIDE BEAM OF THE LAW. CONSTRUCTION SEALANT. SEAL ROOF PENETRATIONS WITH CONNECTORS AND ALL THREAD HANGER RODS. PROVIDE REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL 4 POUND PER SQUARE FOOT LEAD FLASHING. PROVIDE A ENGINEERED SUPPORT STRUTS BETWEEN JOISTS AND AND SUPPLEMENTARY CONDITIONS OF THESE 15A 1-6 PROTECTION OF EQUIPMENT AND MATERIALS SLEEVE,AND SEAL NON-FIRE-RATED FLOOR AND WALL OTHER STRUCTURAL MEMBERS AS REQUIRED TO PROVIDE A SPECIFICATIONS SHALL BE A PART OF THIS SECTION. PENETRATIONS WITH FIBERGLASS PACKING AND SILICONE RIGID HANGING INSTALLATION. DO NOT HANG PIPES FROM HARRISON FRENCH CONTRACTOR SHALL BECOME THOROUGHLY ACQUAINTED STORE AND PROTECT FROM DAMAGE EQUIPMENT AND CAULK(FOR ACOUSTICAL INSULATION). OTHER PIPES,CONDUIT OR DUCTWORK. PROVIDE HANGER & ASSOCIATES , LTD WITH ITS CONTENTS AS TO REQUIREMENTS THAT AFFECT MATERIALS DELIVERED TO JOB SITE. COVER WITH RODS AND SPACE HANGERS AT INTERVALS AS REQUIRED. THIS DIVISION OR SECTION. THE WORK REQUIRED UNDER WATERPROOF,TEAR-RESISTANT, HEAVY TARP OR COORDINATE FIRE RATING REQUIREMENTS AND LOCATIONS 1705 S.Walton Blvd.,Suite 3 THIS SECTION INCLUDES MATERIAL, EQUIPMENT, POLYETHYLENE PLASTIC AS REQUIRED TO PROTECT FROM WITH THE ARCHITECT. SEAL PENETRATIONS OF FIRE-RATED 15C 1-4 EXTERIOR UTILITY CONNECTIONS Bentonville,Arkansas 72712 APPLIANCES,TRANSPORTATION, SERVICES,AND LABOR PLASTER, DIRT,PAINT,WATER,OR PHYSICAL DAMAGE. ASSEMBLIES WITH 3M#CP-25 FIRE BARRIER CAULK t 479.273.7780 REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED EQUIPMENT AND MATERIAL THAT HAS BEEN DAMAGED BY (PROVIDE THICKNESS AND METHOD AS REQUIRED AND TERMINATE DOMESTIC WATER,STORM,AND SEWER LINES BY THE DRAWINGS AND SPECIFICATIONS. CONSTRUCTION ACTIVITIES WILL BE REJECTED,AND RECOMMENDED BY MANUFACTURER)TO MAINTAIN THE FIRE AT A POINT APPROXIMATELY FIVE FEET FROM THE BUILDING f 888.520.9685 CONTRACTOR IS OBLIGATED TO FURNISH NEW EQUIPMENT RESISTANCE RATING OF FIRE-RATED ASSEMBLIES. WALL,OR AS SHOWN ON THE DRAWINGS. MAKE www.hfa.-ae.com THE SPECIFICATIONS AND DRAWINGS FOR THE PROJECT AND MATERIAL OF A LIKE KIND. CONNECTION TO THE VARIOUS SERVICES PROVIDED BY ARE COMPLEMENTARY,AND PORTIONS OF THE WORK SEAL EXTERIOR WALL PENETRATIONS BELOW GRADE WITH OTHERS AND COORDINATE CONNECTION REQUIREMENTS DESCRIBED IN ONE, SHALL BE PROVIDED AS IF DESCRIBED IN KEEP PREMISES ROOM CLEAN FROM FOREIGN MATERIAL CAST IRON WALL PIPES AND MODULAR MECHANICAL SLEEVE WITH CIVIL ENGINEER. VERIFY THAT INSTALLATION WILL TIE o Z m BOTH. IN THE EVENT OF DISCREPANCIES,NOTIFY THE CREATED DURING WORK PERFORMED UNDER THIS SEALS,MANUFACTURED BY THUNDERLINE/LINK SEAL, INTO THE VARIOUS SERVICED PROVIDED BY OTHERS AT THE z =wu.W O w o¢w a o W w1 ENGINEER AND/OR OWNER AND REQUEST CLARIFICATION CONTRACT. PIPING, EQUIPMENT, ETC., SHALL HAVE A NEAT CALPICO,INC AND METRAFLEX. INDICATED INVERT ELEVATION POINT PRIOR TO w 6 m m w-w o Q W O/W PRIOR TO PROCEEDING WITH THE WORK INVOLVED. AND CLEAN APPEARANCE AT THE TERMINATION OF THE INSTALLATION.. IF THE INSTALLATION WILL NOT TIE INTO THE w (2 -�`§og2Wa0ir WORK. PROVIDE SLEEVES FOR HORIZONTAL PIPE PASSING INDICATED INVERT ELEVATION POINT WHILE MAINTAINING w W Z Z 15A 1-21-2 INSPECTION OF SITE THROUGH OR UNDER FOUNDATION. SLEEVES SHALL BE PROPER FALL, NOTIFY ARCHITECT AND CIVIL ENGINEER SO U- w a=m'0-W ty PLUG OR CAP OPEN ENDS OF DUCTWORK AND PIPING CAST IRON SOIL PIPE TWO NOMINAL PIPE SIZES LARGER THAT AN ALTERNATIVE MAY BE DETERMINED. W o t--- Z PRIOR TO SUBMITTING BID,VISIT THE SITE OF THE SYSTEMS WHILE STORED OR INSTALLED DURING THAN THE PIPE SERVED. 0n W=Z U 0 W LL w PROPOSED WORK AND BECOME FULLY INFORMED AS TO THE CONSTRUCTION WHEN NOT IN USE TO PREVENT THE PROVIDE SERVICE PIPING AND ACCESSORIES REQUIRED TO F- 3yw--.zwz wx J ( U �.�000� CONDITIONS UNDER WHICH THE WORK IS TO BE DONE. ENTRANCE OF DEBRIS INTO THE SYSTEMS. PROVIDE SLEEVES FOR VERTICAL PIPE PASSING THROUGH COMPLETE UTILITY CONNECTIONS THAT ARE NOT J Z LL go-�a'U a>O FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT SLAB ON GRADE. SLEEVES SHALL BE SCHEDULE 40 PVC FURNISHED BY THE SERVING UTILITY. a W =W o= JUSTIFICATION TO REQUEST OR OBTAIN EXTRA KEEP THE MANUFACTURER PROVIDED PROTECTIVE PIPE,TWO NOMINAL PIPE SIZES LARGER THAN THE PIPE ¢z LL o o a o z �o8;?j!L zaaa8 COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. COVERINGS ON FLOOR DRAINS, FLOOR SINKS,AND TRENCH SERVED. SEAL WATER-TIGHT WITH SILICONE CAULK. 15C 1-5 SYSTEM TESTING AND ADJUSTING DRAINS DURING CONSTRUCTION.REMOVE COVERINGS AT 15A 1-3 MATERIAL AND WORKMANSHIP THE TERMINATION OF THE WORK AND POLISH EXPOSED 156: HEATING,VENTILATION,AND AIR CONDITIONING UPON COMPLETION OF EACH PHASE OF THE INSTALLATION, LO z SURFACES. TEST EACH SYSTEM IN CONFORMANCE WITH LOCAL CODE "It O PROVIDE NEW MATERIAL, EQUIPMENT,AND APPARATUS 15B 1-1 DUCTWORK REQUIREMENTS AND AS NOTED BELOW. FURNISH LABOR 00 �. UNDER THIS CONTRACT UNLESS OTHERWISE STATED _15A 1-7 OPERATION AND MAINTENANCE INSTRUCTIONS AND EQUIPMENT REQUIRED TO TEST PLUMBING WORK M p HEREIN, OF BEST QUALITY NORMALLY USEDfOR THE ALL DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE INSTALLED UNDER THIS CONTRACT,AND ASSUME COSTS CD r-) PURPOSE IN GOOD COMMERCIAL PRACTICE,AND FREE COLLECT AND COMPILE A COMPLETE BROCHURE OF WITH ASHRAE AND SMACNA STANDARDS CORRESPONDING INVOLVED IN MAKING THE TESTS,AND REPAIRING AND/OR J Z_ Q d� FROM ANY DEFECTS. MODEL NUMBERS LISTED IN THE FIXTURES, MATERIALS,AND EQUIPMENT FURNISHED AND TO THE SYSTEM PRESSURE. DUCTWORK SHALL BE REPLACING DAMAGE RESULTING THEREFROM. J '17 SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT INSTALLED ON THIS PROJECT. INCLUDE OPERATIONAL AND CONSTRUCTED IN ACCORDANCE WITH THE STANDARDS FOR = LLJ �Z _U C NECESSARILY INTENDED TO DESIGNATE THE REQUIRED MAINTENANCE INSTRUCTIONS, MANUFACTURER'S CATALOG A TWO-INCH PRESSURE RATING AND SEAL CLASS B. NOTIFY THE ARCHITECT AND THE AUTHORITY HAVING W U pp Z W TRIM,WRITTEN DESCRIPTIONS OF THE TRIM GOVERN MODEL SHEETS,WIRING DIAGRAMS. PARTS LISTS,APPROVED SHOP JURISDICTION,THREE(3)WORKING DAYS PRIOR TO MAKING 0 [Y _ NUMBERS. DRAWINGS,AND DESCRIPTIVE LITERATURE FURNISHED BY INSTALL VTR'S, EXHAUST FANS,AND FLUES A MINIMUM OF PLUMBING SYSTEM TESTS. LEAVE CONCEALED WORK Z W THE MANUFACTURER. INCLUDE AN INSIDE COVER SHEET 5'-0" FROM PARAPET OR OUTSIDE WALL AND-10'-0"MINIMUM UNCOVERED UNTIL THE REQUIRED TESTS HAVE BEEN Y z WORK PERFORMED UNDER THIS CONTRACT SHALL PROVIDE THAT LISTS THE PROJECT NAME, DATE, OWNER,ARCHITECT, FROM EQUIPMENT WITH OUTSIDE AIR INTAKE. COMPLETED, BUT IF NECESSARY DUE TO CONSTRUCTION 0 t— A NEAT AND"WORKMANLIKE"APPEARANCE WHEN ENGINEER, GENERAL CONTRACTOR, SUBCONTRACTOR,AND PROCEDURE,TESTS ON PORTIONS OF THE WORK MAY BE 'LLI = � COMPLETED,TO THE SATISFACTION OF THE ARCHITECT AND AN INDEX OF CONTENTS. 15B 1-2 ELECTRICAL WIRING MADE,AND WHEN SATISFACTORY,THE WORK MAY BE O ENGINEER. WORKMANSHIP SHALL BE THE FINEST POSSIBLE CONCEALED. TEST PIPING BEFORE INSULATION IS N O U� —� a BY EXPERIENCED MECHANICS. INSTALLATIONS SHALL SUBMIT COPIES OF LITERATURE BOUND IN APPROVED LINE VOLTAGE WIRING SHALL BE FURNISHED BY ELECTRICAL INSTALLED,AND BEFORE BACKFILL. PIPES, JOINTS, COMPLY WITH APPLICABLE CODES AND LAWS. BINDERS TO THE ARCHITECT AND OWNER AT THE CONTRACTOR. LINE VOLTAGE CONTROL AND INTERLOCK FLANGES,VALVE STEMS, ETC., SHALL BE LEAK TIGHT. p TERMINATION OF THE WORK. PAPER CLIPS, STAPLES, WIRING FOR MECHANICAL SYSTEMS SHALL ALSO BE REPAIR OR REPLACE SYSTEM DEFECTS WITH NEW THE COMPLETE INSTALLATION SHALL FUNCTION AS RUBBER BANDS,AND MAILING ENVELOPES ARE NOT FURNISHED BY ELECTRICAL CONTRACTOR. LOW VOLTAGE MATERIALS. CAULKING OF DEFECTIVE JOINTS, CRACKS OR DESIGNED AND INTENDED WITH RESPECT TO EFFICIENCY, CONSIDERED APPROVED BINDERS. FINAL APPROVAL OF CONTROL WIRING SHALL BE BY THE DIVISION-15 HOLES WILL NOT BE PERMITTED. REPEAT TESTS AFTER CAPACITY, NOISE LEVEL, ETC. ABNORMAL NOISE CAUSED BY PLUMBING SYSTEMS WILL BE WITHHELD UNTIL THIS CONTRACTOR. PROVIDE WIRING DIAGRAMS TO THE DEFECTS HAVE BEEN ELIMINATED. MAKE TESTS IN THE RATTLING EQUIPMENT, PIPING, DUCTS,AIR DEVICES,AND EQUIPMENT BROCHURE IS DEEMED COMPLETE BY THE ELECTRICAL CONTRACTOR AS REQUIRED FOR PROPER PRESENCE OF THE ADMINISTRATIVE AUTHORITY AND/OR THE DR SQUEAKS IN ROTATING COMPONENTS WILL NOT BE ARCHITECT,ENGINEER,AND OWNER. EQUIPMENT HOOKUP. COORDINATE WITH THE ELECTRICAL OWNER'S AUTHORIZED REPRESENTATIVE. Q ACCEPTABLE. IN GENERAL, MATERIALS AND EQUIPMENT CONTRACTOR THE ACTUAL WIRE SIZING AMPS FOR SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN 15A 1-8 WARRANTIES MECHANICAL EQUIPMENT(FROM THE EQUIPMENT O 6 QUALITY. LIGHT DUTY AND RESIDENTIAL TYPE EQUIPMENT NAMEPLATE)TO ENSURE PROPER INSTALLATION. WILL NOT BE ACCEPTED. WARRANT EACH SYSTEM AND EACH ELEMENT THEREOF AGAINST ALL DEFECTS DUE TO FAULTY WORKMANSHIP, ALL TEMPERATURE SENSORS, FAN SWITCHES,AND SPEED REMOVE FROM THE PREMISES WASTE MATERIAL PRESENT DESIGN OR MATERIAL FOR A PERIOD OF 12 MONTHS FROM CONTROLS SHALL BE INSTALLED 43"ABOVE THE FLOOR FOR AS A RESULT OF WORK, INCLUDING CARTONS, CRATING, DATE OF SUBSTANTIAL COMPLETION, UNLESS SPECIFIC ADA REQUIREMENTS. PAPER, STICKERS,AND/OR EXCAVATION MATERIAL NOT ITEMS ARE NOTED TO CARRY A LONGER WARRANTY IN THE O USED IN BACKFILLING, ETC. CLEAN EQUIPMENT INSTALLED CONSTRUCTION DOCUMENTS OR MANUFACTURER'S 15B 1-3 FINAL TESTING AND ADJUSTMENTS 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), AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AS STATED IN THE GENERAL CONDITIONS AND DIVISION 1. AIR BALANCE CONTRACTOR. BALANCE EACH SUPPLY, REPAIR OR REPLACE PUBLIC AND PRIVATE PROPERTY RETURN, OUTSIDE AIR DEVICE WITHIN 5%OF REQUIREMENTS DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS WARRANTIES SHALL INCLUDE LABOR AND MATERIAL. MAKE AND FURNISH A REPORT TO THE CONSTRUCTION MANAGER. CONTRACT TO THE SATISFACTION OF AUTHORITIES AND REPAIRS OR REPLACEMENTS WITHOUT ANY ADDITIONAL THE ENTIRE HVAC SYSTEM MUST BE FULLY OPERABLE, REGULATIONS HAVING JURISDICTION. COSTS TO THE OWNER. BALANCED,AND APPROVED BY OWNER'S REPRESENTATIVE ON THE DAY TENANT OPENS FOR BUSINESS. 15A 1-4 COORDINATION PERFORM THE REMEDIAL WORK PROMPTLY, UPON WRITTEN NOTICE FROM THE ENGINEER OR OWNER. ADJUST THERMOSTATS AND CONTROL DEVICES TO COORDINATE WORK WITH THAT OF OTHER TRADES SO THAT OPERATE AS IN ENDED. ADJUST BURNERS,PUM S, FANS, SCHLUjTHE J,//��/�//� INSTALLEOUS COMPONENTS OF THE D AT THE PROPER TIME,WILL FIT IT THE AVAILABLE THE OWNER ALL WARRANTSTEMS WILL BE AT THE TIME OF IES,COMPLETION, WRITINGAN EPROPERLYVER OARCHITECT CTR THAT ADJUSTMENOPER AND TS HAVE BEEENT IN MADE AND ON. CERTIFY TO S,I D �2 SPACE,AND WILL ALLOW PROPER SERVICE ACCESS TO EXECUTED, INCLUDING TERM LIMITS FOR WARRANTIES THAT SYSTEM IS OPERATING SATISFACTORILY. CALIBRATE, pfl 72212 THOSE ITEMS REQUIRING MAINTENANCE. COMPONENTS EXTENDING BEYOND THE ONE YEAR PERIOD, EACH SET AND ADJUST AUTOMATIC TEMPERATURE CONTROLS. illAl �r WHICH ARE INSTALLED WITHOUT REGARD TO THE ABOVE WARRANTY INSTRUMENT BEING ADDRESSED TO THE OWNER CHECK PROPER SEQUENCING OF INTERLOCK SYSTEMS,AND -0 STATE OF SHALL BE RELOCATED AT NO ADDITIONAL COST TO THE AND STATING THE COMMENCEMENT DATE AND TERM. OPERATION OF SAFETY CONTROLS. $®®®®F pQ®®®®�W� OWNER. 15A 1-9 CUTTING AND PATCHING 15C: PLUMBING //��O%ASS/ONAt-ENGO®�\\\\` UNLESS OTHERWISE INDICATED,THE GENERAL e��f�S1/101111111111®®'0 CONTRACTOR WILL PROVIDE CHASES AND OPENINGS IN PERFORM CUTTING OF WALLS, FLOORS, CEILINGS, ETC.AS 15C 1-1 PIPING MATERIALS 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 MATERIALS SPECIFIED OR NOTED ON THE DRAWINGS ARE FURNISH THE GENERAL CONTRACTOR WITH INFORMATION APPROVAL FROM THE ARCHITECT. CUT HOLES AS SMALL AS SUBJECT TO THE APPROVAL OF LOCAL CODE AUTHORITIES. WHERE CHASES AND OPENINGS ARE REQUIRED. KEEP POSSIBLE. GENERAL CONTRACTOR SHALL PATCH WALLS, VERIFY APPROVAL BEFORE INSTALLING ANY MATERIAL OR Greg Schluterman,P.E. INFORMED AS TO THE WORK OF OTHER TRADES ENGAGED IN FLOORS, ETC.AS REQUIRED BY WORK UNDER THIS SECTION. JOINING METHOD. License#72212 THE CONSTRUCTION OF THE PROJECT,AND EXECUTE WORK PATCHING SHALL MATCH THE ORIGINAL MATERIAL AND Harrison French& IN A MANNER AS TO NOT INTERFERE WITH OR DELAY THE CONSTRUCTION. REPAIR AND REFINISH AREAS DISTURBED GAS PIPING: GAS PIPING SHALL BE BLACK STEEL,STANDARD Associates,LTD COA#26421 WORK OF OTHER TRADES. BY WORK TO THE CONDITION OF ADJOINING SURFACES IN A WEIGHT, SCHEDULE 40 ASTM A53. PIPING 2"AND SMALLER MANNER SATISFACTORY TO THE ARCHITECT. SHALL BE WELDED OR THREADED WITH MALLEABLE IRON FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO FITTINGS. PIPING 2 1/2"AND LARGER SHALL BE WELDED SCALE DIMENSIONS. CONTRACTOR SHALL TAKE HIS OWN 15A 1-10 ROUGH-IN WITH BUTT-WELDED FITTING. FITTINGS SHALL CONFORM TO MEASUREMENTS AT THE BUILDING,AS VARIATIONS MAY ASME B16.3, MALLEABLE IRON OR ASTM A 234, FORGED OCCUR. CONTRACTOR WILL BE HELD RESPONSIBLE FOR COORDINATE WITHOUT DELAY ROUGHING-IN WITH GENERAL STEEL WELDED TYPE. 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 COMPRESSED AIR PIPING: COMPRESSED AIR PIPING SHALL SHOWN. BE BLACK STEEL, STANDARD WEIGHT, SCHEDULE 40 ASTM PROVIDE MATERIALS WITH TRIM THAT WILL PROPERLY FIT A53. PIPING 2"AND SMALLER SHALL BE WELDED OR THE TYPES OF CEILING,WALL,OR FLOOR FINISHES 15A 1-11 STRUCTURAL STEEL THREADED WITH MALLEABLE IRON FITTINGS. PIPING 2 1/2" ISSUE BLOCK ACTUALLY INSTALLED. MODEL NUMBERS LISTED IN THE AND LARGER SHALL BE WELDED WITH BUTT-WELDED SPECIFICATIONS OR SHOWN ON THE DRAWINGS ARE NOT STRUCTURAL STEEL USED FOR PIPE SUPPORTS, FITTING. FITTINGS SHALL CONFORM TO ASME B16.3, INTENDED TO DESIGNATE THE REQUIRED TRIM. EQUIPMENT SUPPORTS, ETC., SHALL BE NEW, CLEAN,AND MALLEABLE IRON OR ASTM A 234,FORGED STEEL WELDED CONFORM TO ASTM DESIGNATION A-36. TYPE. EXTERIOR PIPING SHALL HAVE EPDXY PAINT. 15A 1-5 ORDINANCES AND CODES SUPPORT PLUMBING AND MECHANICAL EQUIPMENT AND 15C 1-3 PIPING INSTALLATION 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 GENERAL: CLEAN PIPE THOROUGHLY PRIOR TO STATE AND LOCAL CODES HAVING JURISDICTION. OR ELECTRICAL COMPONENTS,AND OTHER INSTALLATION. REAM ENDS OF PIPE TO REMOVE BURRS. EQUIPMENT FURNISHED AND ASSOCIATED INSTALLATION NON-STRUCTURAL ELEMENTS. CUT PIPE ACCURATELY TO MEASUREMENTS TAKEN ON THE WORK PERFORMED UNDER THIS CONTRACT SHALL BE IN JOB. INSTALL WITH ADEQUATE CLEARANCE FOR STRICT COMPLIANCE WITH CURRENT APPLICABLE CODES 15A 1-12 ACCESS DOORS INSTALLATION OF COVERINGS WHERE REQUIRED. PIPE ADOPTED BY THE LOCAL AHJ INCLUDING ANY AMENDMENTS SHALL NOT BE SPRUNG OR BENT. NEATLY ALIGN PIPE, ,a AND STANDARDS AS SET FORTH BY THE NATIONAL FIRE PROVIDE ACCESS DOORS IN CEILINGS AND WALLS WHERE CONNECT IT SECURELY,AND SUPPORT IT FROM THE co PROTECTION ASSOCIATION (NFPA), UNDERWRITERS INDICATED OR REQUIRED FOR ACCESS TO CONCEALED BUILDING STRUCTURE WITH HANGERS AS SPECIFIED BELOW. STORE NO. 467 o LABORATORIES(UL), OCCUPATIONAL SAFETY AND HEALTH VALVES AND EQUIPMENT INSTALLED UNDER THIS SECTION. PROVIDE CHROME-PLATED ESCUTCHEONS ON PIPES ADMINISTRATION(OSHA),AMERICAN SOCIETY OF PROVIDE CONCEALED HINGES, SCREWDRIVER-TYPE LOCK, PASSING THROUGH CEILINGS, FLOORS OR WALLS OF DOCUMENT DATE: 05/14/19 o MECHANICAL ENGINEERS(ASME),AMERICAN SOCIETY OF ANCHOR STRAPS;MANUFACTURED BY MILCOR,ZURN,TITUS, FINISHED SPACES. RUN PIPES FREELY THROUGH FLOOR a HEATING, REFRIGERATION,AND AIR CONDITIONING OR EQUAL. OBTAIN ARCHITECT'S APPROVAL OF TYPE, SIZE, AND WALL PENETRATIONS USING PIPE SLEEVES. DO NOT CHECKED BY: JKR ENGINEERS(ASHRAE),AMERICAN NATIONAL STANDARDS LOCATION,AND COLOR BEFORE ORDERING. GROUT IN PLACE UNLESS REQUIRED FOR STRUCTURAL FIRE 0 INSTITUTE(ANSI),AMERICAN SOCIETY OF TESTING INTEGRITY. INSTALL PIPE CONCEALED IN FINISHED SPACES DRAWN BY: PRC o MATERIALS(ASTM)AND OTHER NATIONAL STANDARDS AND WHEREVER POSSIBLE. USE A DIELECTRIC UNION WHERE zo CODES WHERE APPLICABLE. WHERE THE CONTRACT FERROUS AND COPPER PIPE CONNECT. DIELECTRIC UNION PROTO CYCLE: 9 DOCUMENTS EXCEED THE REQUIREMENTS OF THEIR SHALL HAVE A ZINC STEEL BODY,A THREADED NYLON oco REFERENCED CODES, STANDARDS, ETC.,THE CONTRACT INSERT,AND INSULATING PRESSURE GASKET. NO FERROUS U- DOCUMENTS SHALL TAKE PRECEDENCE. METAL-TO-COPPER CONNECTION MADE WITHOUT Y INSULATING UNIONS WILL BE ALLOWED. MECHANICAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A AND PLUMBING N N THOROUGH KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS SPECIFICATIONS IN THEIR RELATED FIELD.THE FAILURE TO Cu Jco ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT co RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE c1t M ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO SHEET: "' o FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. YM1 . 0 (6 EXISTING CONDITIONS MAY NOT REFLECT EXACT EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A HVAC NOTES CONDITIONS.CONTRACTOR SHALL FIELD VERIFY ALL THOROUGH KNOWLEDGE OF ALL DRAWINGS ANDr EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL SPECIFICATIONS IN THEIR RELATED FIELD.THE FAILURE TO BIDS.CONTRACTOR SHALL CAREFULLY COORDINATE ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT 1. EACH CONTRACTOR IS RESPONSIBLE FOR HAVING THOROUGH NEW WORK AND DEMOLITION WITH ALL OTHER RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK KNOWLEDGE OF ALL DRAWINGS AND SPECIFICATIONS AS THEY DISCIPLINES AND EXISTING CONDITIONS. PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE RELATE TO THIS WORK. NO ADDITIONAL COMPENSATION SHALL ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO BE ALLOWED DUE TO LACK OF THIS KNOWLEDGE. FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 2. PROVIDE ALL MATERIALS FOR A COMPLETE INSTALLATION IN ALL RESPECTS READY FOR INTENDED USE AND IN STRICT HARRISON FRENCH ACCORDANCE WITH STATE AND LOCAL CODES AND & ASSOCIATES , LTD MANUFACTURER'S RECOMMENDATIONS. 1705 S.Walton Blvd.,Suite 3 3. VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING WORK. Bentonville,Arkansas 72712 NOTIFY ARCHITECT/ENGINEER OF ANY CONFLICTS THAT MIGHT t 479.273.7780 ARISE FROM FIELD CONDITIONS. f 888.520.9685 www.hfa-ae.com KEYNOTES ICU wZ w w/^ 7wx 50. W 1. 8 QJ PVC.VENT STUB OUT WITH BOTTOM OF VENT 12 AFF. o Z w + II a ULLwmw w o INSTALL EXHAUST GRILLE TYPE A IN LOBE PIT AREA. SEE AIR w o " <o=N 0 o I j r DEVICE SCHEDULE ON YM-3.0. LOCATE GRILLE FLUSH WITH WALL CENTERED ON PVC VENT. 0t¢ w W oo .o o `J �` I Z 2. PIT AREA VENTILATION SYSTEM DUCTWORK; PROVIDE AND O a a N o o o 5 EF2 MOUNT TOP OF FAN AT 17'-0"AFF. I INSTALL SCHEDULE 40 PVC ROUND DUCTWORK UNDERSLAB F- 0 0 w t a Z w=o w= EF1 MOUNT TOP OF FAN AT 1T-0"AFF. 2 2 i g g o a'=o " b o 0 er�oc> Z l_d'On. ��H COORDINATE FINAL LOCATION SUCH THAT COORDINATE FINAL LOCATION SUCH THAT r AS INDICATED. COORDINATE DUCTWORK WITH UNDERGROUND o a>U a YM3.0 YM3.0 � --,- M W -LU w� WALL COLLAR FITS BETWEEN WALL GIRTS. WALL COLLAR FITS BETWEEN WALL GIRTS. ri-\ € a o N w�f"-'=W o= f �J � PIPING AND FOOTINGS, SLOPE DUCTWORK BACK TO LURE �_w x,—a PITS. CA rocg000an Qx< 3. HOODED WALL CAP FIELD PAINTED TO MATCH BUILDING EXTERIOR AT 10-FT ABOVE GRADE. LO -- -- -- ----_- -- - UH ETR 4 CONNECTION_-- J ;-- COORDINATE FIELD CONDITIONS OF DUCTWORK CONNEC ti --- ----- `-� -" — j TO EXISTING UNIT AND NOTIFY ENGINEER IF FIELD M C� o J z cfl CONDITIONS LIMIT NEW CONNECTION _ Q Q c ----- LL LLF UH I U) U Z Nil 811 ETR _� (� w = m A. �� Z LU U EF-3 - Y Y W Z UJ ,. 7 Ir BALANCE TO --. ---- -- --- - --- - ___.._ _' -- - - I� s - C) O 0 3 ' YM3.0 300 CFM ----- - - _ ---- - -- -_. '- -- - --- --- - - �I U) -1 a --- . MRA N f E= !r — -- - _ —'--- ------ --- --- - I 00 O •� - ! € I t � I . . I I : I , I I WIN I I BALANCE TO - -- --- - € 2 CFM - �J (I Y J" a as i I: B -- a ' - IT- ; ®®®®000®®o`� his// ®o o® \ E 72212 1 OAL-1 1_ 11 MOUNT 12 0 AFF i mpy mg PROVIDE WITH DUCTWORf� j - ; i ' %�� ®% STATE OeF SLEEVE TO MOUNT IN WAL _ O ®® oSO TYP OF 2G��e�� J i! Greg Schluterman,P.E. UH License#72212 Harrison French& ETR j /� Associates,LTD i . si UH I COA#26421 €,!v - - -I�J ETR - ,- 1 I SPLIT DUCTLE S a j ! FAN ETR I I t E i I : I ! z ISSUE BLOCK I a T 1 L .L l - su EXHAUST ETR .-----------_----__ I IL---I- `6 1V � 9 OPEN ENDED L j L DUCT. BALANCE _ � J I 050CFM41 ! r !II I U f I \ A ' t I, 4 to r t \ � I __J STORE NO. 467 1 DOCUMENT DATE: 05/14/19 M CHECKED BY: JKR a_ MECHANICAL FLOOR PLAN DRAWN BY: PRC � SCALE:3/16"=1'-0" 0 o PROTO CYCLE: z 0 � U a> ti 3 v o � Y m � MECHANICAL Q�` LL FLOOR PLAN � t E J (6 ti co O O � c:o c6 SHEET: o N T MO YM2 . 0 (U EXISTING CONDITIONS MAY NOT REFLECT EXACT EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A KEYNOTES CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL THOROUGH KNOWLEDGE OF ALL DRAWINGS AND EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO BIDS. CONTRACTOR SHALL CAREFULLY COORDINATE ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT 1. PUMP DISCHARGE (PD)TO EXIT SUMP PIT AT 16"ABOVE ARCHITECT NEW WORK AND DEMOLITION WITH ALL OTHER RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK BOTTOM OF SUMP PIT. REF ARCH DETAILS. MAKE CONNECTION DISCIPLINES AND EXISTING CONDITIONS. PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE TO PUMP WITH HOSE COUPLING FOR QUICK REMOVAL. ENGINEER ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 2. NOT USED. IN TERI 0 JR 3. INSTALL NEW CHASE AS SHOWN AND CONNECT TO EXISTING HARRISON FRENCH OIL PUMP. USE LONG SWEEP ELBOWS WHERE TURNS IN & A S S o C I A T E S , 1. 'r D CHASE ROUTING ARE SHOWN. COORDINATE ROUTING OF CHASE WITH UNDERGROUND PIPING AND FOOTINGS. 1705 S.Walton Blvd.,Suite 3 4. NOT USED. Bentonville,Arkansas 72712 t 479.273.7780 5. PROVIDE CLEANOUT 3' FROM EXTERIOR WALL. f 888.520.9685 www.hfa-ae.com ==REDESIGNIFINVERT HE EXISTING INVERT DEPTH w z O w w O a CONNECTION TO EXISTING 4 w o C w a 0.w (n o a w ACT ENGINEER FOR POSSIBLE w J w>w a VERT DEPTH IS TOOwLLOW FOR CONNECTION. O O 0 o a m O O a�� ow�_gaa VERIFY ALL EXISTING LINE O O zz SIZES NOTED. PROVIDE NEW IF w o o 0 0 0 0 ��cc iLax�a aa?o�o�oi- o_'w w z w w w EXISTING IS NOT ADEQUATE. Q J ¢a 2"V UP VERIFY ALL WALL PENETRATIONS 0 z Qw�¢zij��Qw¢ �- �awwir�=wo=K ��F--�wx o o a m a oz IN WALL ARE SEALED WATERTIGHT. O U) o o 0 0¢a r a O °i= CO-1 z OJL 5 � \` O N � b 3"VTRCD CD 4"OW 4°OW/ REF: USED OIL _j DRAWINGS SHEET J z Q a� INFLATION FOR OIL PUMP 0 Q CAGE ETR LOCATION = uJ Q U Cn U m z TEE INTO EXISTING 0 � LLJI = m 4" OVERHEAD PVC USED OIL CHASE ® ®® DIAPHRAGM PUMP Z W U O w USED OIL FLEX Y U :�Ei 0 PIPING DN TO Cn � LU SUPPORT OVERHEAD 4" PVC ®® ®® PUMP HEIGHT O L O O USED OIL CHASE FROM — — — — — O O 1 I I BOTTOM OF STRUCTURE Cn J a I + 00 o ROUTE UNDERSLAB USED OIL CHASE UP THROUGH y I I SLAB TO BOTTOM OF O ®® ®® STRUCTURE. MOUNT TIGHT TO COLUMN AND SUPPORT 4 SP-1 AS NECESSARY. O O�-o 1 USE LONG SWEEP ELBOWS 4 O TYP. CO-2 WERE APPLICABLE. 'T I YM3.0 1 i i y I I I I 0 0 r,- D I I I 4" PERFORATED FOUNDATION DRAIN. O I I I I } f i SINK O I O O ETR O --L -- ------ ------------ 4" UNDERSLAB PVC USED OIL CHASE (TYP) r 7 O O CO-2 T7 SP-1 0�\\\\\\\IIIIIIIIIII//�j��i °UT\ , C H o° e i S 72212 g y ob'° STATE OF LI — IJ 0 °% 4 p R\9 °oeee0000 L-_-J L J /'�//%�S/ONA L E\;\��\�� iiullnnll►a\\\ +I I I I I O O O O 0 L Greg Schluterman,P.E. _ _ L_-___ -- -_L_--------------- __--__ License#72212 C — — — — — — - Harrison French& O Associates,LTD 0 COA#26421 I I I I I I I I I I I I I I I I I I I I O I I I I I I I I I I I 1 O ' 1 L J I I I 4" PERFORATED FOUNDATION DRAIN. INFLATION CAGE ETR L - - J I 5 f T El F - - - ISSUE BLOCK O O --� YM3.0 � L-- ---- --J � 2 09/13/19 ADD #2 O WC O ETR 05/22/2020 ADD #4 4 I I O SINK ETR ° O O O O O � O O O O O O 4"OW TO 1,000 GALLON OIL 4 STORE N0. 467 cli CO-1 0 4"OW DOCUMENT DATE: 05/14/19 WATER SEPARATOR. 2 1 o REF CIVIL FOR CONTINUATION YM3.1 O O `2 CHECKED BY: JKR CL w DRAWN BY: PRC U O Z PROTO CYCLE: O o-U_ E U � J (6 u- ci U PLUMBING PLUMBING FLOOR PLAN FLOOR PLAN J SCALE: 3/16" V-0" ar, N � O o � SHEET: _N M cD YM2 . 1 N M �'O I fix. EXISTING CONDITIONS WERE TAKEN FROM ORIGINAL EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A KEYNOTES DRAWINGS AND MAY NOT REFLECT EXACT"AS-BUILT" THOROUGH KNOWLEDGE OF ALL DRAWINGS AND ) CONDITIONS.CONTRACTOR SHALL FIELD VERIFY ALL SPECIFICATIONS IN THEIR RELATED FIELD.THE FAILURE TO EXISTING CONDITIONS PRIOR TO SUBMITTING FINAL ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT 1. NOT USED. BIDS.CONTRACTOR SHALL CAREFULLY COORDINATE RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK NEW WORK AND DEMOLITION WITH ALL OTHER PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE 2. EXISTING PIPING AND PIPING ACCESSORIES TO REMAIN DISCIPLINES AND EXISTING CONDITIONS. ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO UNLESS SHOWN OTHERWISE.FIELD VERIFY EXACT LOCATION. FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 3. NOT USED. HARRISON FRENCH 4. REMOVE AIR PIPING AS NECESSARY TO DEMO WALL. & Ass CIATE E s , LTD REATTACH AND RE-USE EQUIPMENT AND PIPING WHERE POSSIBLE TO MAINTAIN OUTLETS ON COLUMN. 1705 S.Walton Blvd.,Suite 3 5. NOT USED. Bentonville,Afkansas 72712 t 479.273.7780 I` f 888.520.9685 www.hfa-ae.com 53 Ix =UUj U.O N;;,¢U Z O � � O � �� of �a 6�0 : 8is LO Z REMOVE AND REINSTALL O EXISTING AIR LINES AS NEEDED. VERIFY ALL EXISTING LINEo° ° J Z o, SIZES NOTED.PROVIDE NEW IF Q _ EXISTING IS NOT ADEQUATE. M_ Z Q c VERIFY ALL WALL PENETRATIONS U) U Z ; m lua O ARE SEALED WATERTIGHT. O O O o U w = m -- - -- -- ---- --- Z W LU O000 I— W = W O a O 'O TMEN` N O cn = a INFLATION AIR PIPING T USED O CAGE ETR OIL PUMP ETRR i I ® 00 - - - - - - -Fq ®r, D o I I I i I I I r I i AIR REELS � l00 00 1 ------- ! O co ETR i O I E' 0 3 I I ----- I I O O OV I YM3.0 I 6 i I YM3.0 I I I 2 i i iR i i i CPO SINKEPI 0 C� g 72212 g ► I ; ; ETR �7 _ 49 _ STATE OF oJ, 4 e 1 \a si E 1 HDPE COMPRESSED AIR I _ I I I r p� i ,� r'IUIIIIIil1 PIPING EQUIVALENT TO DURATEC AIRLINE SYSTEMS I + + _ ! I I N + + L�._ AJ (www.rapidairproducts.com) I + I .F -1, + ❑ i L i - i-' j-1 I I Greg Schluterman,P.E. I I I I I I I License#72212 CONNECT TO EXISTING AIR +---� Harrison French& r PIPING. UPSIZE EXISTING j_-_j J I I `� O ETR coAates,L ► I i i j _ j I I I AIR REELS ► + i PIPING AS NECESSARY TO I ; AIR REELS Associates,LTD ► I I MAINTAIN ADEQUATE SIZE. ` + _:P + I ETR 3/4"AIR MANIFOLD AT 24" i i i _1 AIR PIPING AFF WITH 1/2"RUNOUTS TO ,i ----r_ --� i i ALONG CEILING LUBE PIT - i i r l ETR O _ I 8 ; ELOC T1=Di PROVIDE ISOLATION VALVE IN - 314"AIR AIR PIPING ETR VERTICAL DROP AT 50 AFF AIR PIPING I I YM3. TIRE,BALANER r DOWN BELOW r- D O O O I I w MEZZANINE ETR -- �- �/ I I ---------- ----- ----- -- ---------- DEMO I I � I a• I I I m 6 4 DEMO YARD , '. i o f ISSUE BLOCK + i Vo HYDRANT.CAP I I I + ; RELOCATE TIRE AND ABANDON 09/13/2019 ADD#2 7 I BALANCER I i UNDERSLAB AIR REELS _ + I WATER PIPING. I i ETR y ROUGH-IN AT LIGHT COVE I ' WITH QUICK CONNECT I i FITTING.TYP 8 RELOCATED INFLATION I YM3.0 TIRE SPREADER ) p, i CAGE ETR - FI I- ____ ; . CON ECTION TO i ! I I I i RELOCATED TIRE -- ---- ❑ SPREADER is t i i WC o 3 ; I ti € ETR _—�- STORE NO. 467 co i L i L __� DOCUMENT DATE: 05/14/19 it a r 2 SINK CD CHECKED BY: JKR O J r - _ . I ETR 7::: DRAWN BY: PRC o L1 q PROTO CYCLE: a f / RELOCATE TIRE O 2 O o J AIR DRYER ON SPREADER t MEZZANINE ETR AIR PIPING UP FROM AIR o AIR AND n COMPRESSOR WATER `PLAN A LL h it J o AIR AND WATER PLAN SHEET: Q o SCALE:3/16"=1'-0" YM2 .2 cn '' AIR DEVICE SCHEDULE MAKE BRANCH CONNECTION AT NECK MODULE MAX.AIRFLOW STATIC PRESSURE THROW @50 MAXIMUM THROW TOP C MAIN FOR REVERSE TRAP CONNECTION MARK MANUFACTURER MODEL SERVICE SIZE(IN.) SIZE RATE(CFM) DROP(IN H2O) FPM(FT) NC RATING PATTERN DIRECTION MATERIAL BORDER NOTES COMPRESSED DUCT STRAPPING (TYP) THREADED RODS(BY CONTRACTOR) A NAILOR 6145H-HD-AL EXHAUST 8"0 12"X12" 300 0.02 -- -- -- -- ALUMINUM SURFACE 1-5 AIR MAIN TO BUILDING STRUCTURE.VIBRATION GIRTS(TYP) ISOLATORS PROVEDED WITH FAN NOTES: 1. BORDER TYPES SHALL BE COMPATIBLE WITH ARCHITECTURAL CEILING TYPE FOR THE ROOM IN WHICH THE AIR DEVICE IS LOCATED. VIBRATION ISOLATOR-----_ IN LINE EXHAUST AIR FAN MOUNT. SUSPEND 2. SEE HVAC PLANS FOR LOCATION AND AIR QUANTITIES OF EACH AIR DEVICE. WITH THREADED ROD(BY CONTRACTOR)WITH 3. ALL AIR DEVICES SHALL BE TESTED IN ACCORDANCE WITH ASHRAE STANDARD 70-91. SUPPORT AS REQ'D. DUCT SHALL BE THE SAME VIBRATION ISOLATORS(PROVIDED BY OWNER). HARRISON FRENCH HEIGHT AND WIDTH AS THE & ASSOCIATES , LTD 4. NC VALUES ARE BASED UPON A 10 dB ROOM ATTENUATION. INSIDE DIMENSIONS OF THE 5. OWNER PROVIDED AND CONTRACTOR INSTALLED.REFER TO SPECIFICATIONS SQUARE HOUSING FRAME- DUCT TO BRICK VENT LOUVER; 1705 S.Walton Blvd.,Suite 3 FLARE OUT THE DUCTWORK COORDINATE LOCATION WITH Bentonville,Arkansas 72712 BALL VALVE FILTER 90°TO EASILY SCREW TO ARCHITECTURAL ELEVATIONS. t 479.273.7780 REGULATOR FACE OF UNIT. f 888.520.9685 SPECIALTY PLUMBING FIXTURE SCHEDULE MANUAL DAMPER(TYP) FLEXIBLE DUCT CONNECTOR(TYP) www.hfa-ae.com MARK FIXTURE MAUNFACTURER MODEL DESCRIPTION CO-1 EXTERIOR CLEANOUT JAY R. SMITH 4250 HEAVY DUTY DURACOAT CAST IRON BODY WITH DOUBLE FLANGE HOUSING COLUMN Us AND SCORIATED CAST IRON COVER WITH LIFTING DEVICE SECURED WITH z D o u.wuj=< Dw0 COUNTERSUNK SCREWS. 3/8"FEMALE QUICK-CONNECT �o'-- w�, W wZg�Z�o ow �UZw< CO-2 INTERIOR CLEANOUT JAY R. SMITH 4221 LINE TYPE WITH LACQUERED CAST IRON BODY AND ROUND EPDXY COATED GASKETED COVER,AND HOSE COUPLING; CENTER ON 813 SHEETME AL DUCT TO w LL w=w o W ROUND STAINLESS STEEL ACCESS COVER SECURED WITH MACHINE SCREW. SPREADER E HAUSTFAN SECURE TO 0�`-°3oa0. 0o WALL 8-FT ON CENTER 0 2---'maW-W�- 3/8"FEMALE QUICK CONNECT OU_ � �=W w��o 0 a<tnO�-O w.Or�g HOSE COUPLING; CENTER ON O w w n=o w_w,� NOTES: Z irr�,. rn�w<=-� 1. NOT ALL FIXTURES LISTED MAY BE USED ON PLANS - O W w O 0 0 o- SPREADER 1= �v5 w =w= w z r-o w=_, 2. ALL FLOOR DRAINS, FLOOR SINKS,AND ROOF DRAINS SHALL BE PROVIDED AND INSTALLED BY THE PLUMBING CONTRACTOR. g 0 9<-w o o 0 0 3�aazow�"WM 3. SEE SPECIFICATION SECTION SHEET M1. MANUAL CONDENSATE DRAIN TRAP; DRAIN INTO a a ° w w w< O w w r:W=H 6w o H.� A BUCKET TO BE EMPTIED MANUALLY 8"0 PVC DUCT TO LUBE PIT 1_ `_ LL o o a o= 0 mo800-Qairz<8 FLOOR LOUVER SCHEDULE � o NECK MAX.AIRFLOW STATIC PRESSURE FREE AIR TIRE SHOP EXHAUST O MARK MANUFACTURER MODEL LOCATION SIZE(IN.) TYPE RATE(C M 0 0 C FM) DROP(IN H2O) AREA(SQ. FT.) VELOCITY NOTES NAILOR 1606CDAF SERVICE BAY 30"X30" DRAINABLE 1700 0.08 2.72 625 1-2 ELEVATION AT TIRE SPREADER/BALANCER FAN SECTION J z Q C 8 NTS 7 NTS > LL. � -j r 1. PROVIDE WITH ALUMINUM BIRD SCREEN. Q 2. PROVIDE WITH KYNAR/HLAR(70% PVDF) FINISH; COLOR TO BE SELECTED BY ARCHITECT. � v � z Uj (D Of � _ M zw O LU FAN SCHEDULEco C) Uj MARK AREA SERVED MANU. MODEL FAN ELEC. NOTES CFM RPM ESP V/PH/HZ HP d ° O 0 U) J w EF1 MECHANIC'S BAY DAYTON 10D968 4240 1750 0.125 120/1/60 3/4 A, C WEATHERPROOFING g N LL a EF2 MECHANIC'S BAY DAYTON 1OD968 4240 1750 0.125 120/1/60 3/4 A, C CONTINUES ON TO OVER INFLATOR CONTINUES ON TO OVER INFLATOR MAKE BRANCH CONNECTION AT TOP (PROVIDED BY OTHERS) a EF3 LUBE PIT PENNBARRY SX085RCGP 500 1550 0.4 120/1/60 1/6 C, D, E,F WHERE CALLED OUT WHERE CALLED OUT 4"-6" OF MAIN FOR REVERSE P-TRAP ° a y CONNECTION (TYP) GENERAL INFORMATION: NATIVE SOIL 1. UNITS PROVIDED BY OWNER, INSTALLED BY CONTRACTOR. COMPRESSED AIR MAIN [� TOP OF PIPE jvJ NOTE 1 SEE > NOTES: BUILDING COLUMNS BUILDING COLUMN ► ( I I-III I I-I I=I I- I I-I I-I 4 A. FAN SHALL BE SWITCHED. REF ELEC. �=III-I I -III I I-I I III-III ° -1 I I-1 11=1 I I-1 1 B. PROVIDE MANUFACTURER INTEGRAL DISCONNECT,GRAVITY BACKDRAFT DAMPER,AND BIRD SCREEN. C. PROVIDE MANUFACTURER INTEGRAL DISCONNECT,GRAVITY BACKDRAFT DAMPER, BIRD SCREEN,AND WEATHER HOOD. 6" I. a SLAB D. PROVIDE WITH PLUG TYPE DISCONNECT E. WIRE TO RUN CONTINUOUS F. PROVIDE WITH 12"X 12"BRICK VENT 4"0 PERFORATED 8'-0"AFF DRAIN PIPE O o PUMP SCHEDULE 1/2"AIR HOSE REEL SLOPE DRAIN TO SUMP OR OUTFALL GEOTEXTILE WRAP (SEE NOTES&4) MARK MANUFACTURER/ WORKING GPM DISCHARGE MOTOR ELEC NOTES GEOTEXTILE SOCK COARSE GRAVEL MODEL TYPE FLUID PRESSURE( HP VOLT/PH 6'-0"AFF (SEE NOTE 3&4) 12 (SEE NOTE 2) SP-1 ZOELLER MIGHTY MATE53 SUBMERSIBLE SUMP PUMP OIL/WATER 10 17 1/3 115/1 1 3/8"AIR HOSE REEL NOTES: NOTES I 1. PROVIDE WITH DISCHARGE CHECK VALVE AND DECOUPLING UNION. 1. TOP OF PERFORATED PIPE 2. OWNER PROVIDED AND CONTRACTOR INSTALLED —BALL VALVE(TYP.) 2. BACKFILL MUST BE SIZED AT LEASTONE SIEVE SIZE(ROCK SIZE) LARGER THAN DIMENSIONS OF /^,11M � CHL�/T�0*0PIPING SHOWN SCHEMATICALLY OVER INFLATOR ON OPPOSITE PERFORATIONS,OTHERWISE A GEOTEXTILE WRAP AROUND THE PIPE IS REQUIRED. GEFOR CLARITY SIDE OF COLUMN 3. FOR NATIVE SOIL WITH HIGH SAND CONTENT,A GEOTEXTILE BETWEEN THE BACKFILL AND NATIVEFILTER&REGULATOR o pp v 72212 ASSEMBLY FILTER SOIL SHOULD BE USEDo FOR NATIVE SOIL WHERE THE CLAY CONTENT EXCEEDS 50/o OR THE SILT m INA. CONTENT EXCEEDS 40/o,A GEOTEXTILE IS NOT REQUIRED AROUND THE PIPE. * ` 4. FOR NATIVE SOIL WITH LESS THAN 50% STATE OF PASSING THE NO. SIEVE,THE APPARENT OPENING SIZE �,�,� ®® F P®®" 4(/�e LUBRICATOR REGULATOR (AOS OF THE FABRIC SHOULD BE AT LEAST A NO.30 SIEVE. FOR NATIVE SOIL WITH MORE THAN 50% / % L \Q o !v PASSING THE NO.200 SIEVE,THE AOS OF THE FABRIC SHOULD BE AT LEAST A NO.50 SIEVE. ��`S,S/OAR° �' \o\`\ MANUAL CONDENSATE DRAIN �>/U//11t11111`1\ke®`®e� TRAP; DRAIN INTO A BUCKET TO BE EMPTIED MANUALLY FOUNDATION & S U B S U R FAC E FINISHED FINISHED FLOOR FLOOR If DRAIN INSTALLATION Greg Schluterman;P.E. License#72212 E L E VAT I O N AT A I R REELS NTS HarrisonOAFrench Associates,LTD COA#28421 NTS POWER CORD UP THRU GRATE REF ELECTRICAL Q. ISSUE BLOCK 1" 4.. 24"X 24"GRATE SURFACE 12" 121' EXTERIOR WALL \�� '% •. FLANGED HOUSING ANCHOR SUPPORT MOUNTING n GRADE FREE OF PIPING IN REQUIRED L, FLANGE DRIP CAP BY G.C. 18" MIN. INTERIOR WALL,TYP e SHEET METAL FOR i 6 CONC. PAD REINFORCED WALL SLEEVE DAMP RAFT ADJUSTMENT WITH 6"x 6"x 1/4"WIRE MESH MAKE BRANCH (FOR EXTERIOR C.O.) CONNECTION AT TOP DAMPER j - OF MAIN FOR REVERSE COMPRESSED REMOVABLE 1/2" _ POWER CORD FURNISHED TRAP CONNECTION AIR MAIN MESH GUARD W/PUMP, LENGTH AS VARIES 4 REDUCER SCREEN WEATHERHOOD 2"PUMPED DISCHARGE TO REQUIRED WITHOUT SPLICEFT i REF ELECTRICAL 11 DAYLIGHT OR STORM 3a PVC REF CIVIL FOR TERMINATION GATE co 1/2 THRU WALL f STORE NO. 467 o AT EXTERIOR VALVE PROVIDE UNION FOR "224" 0°BEND 3/8"CONNECTION 72"AFF QUICK DISCONNECT CHECK DOCUMENT DATE: 05/14/19 TO HOSE REEL THRU WALL MOTOR VALVE M PRIMARY BALL VALVE ii 3/8"FEMALE TO EXTERIOR BIRD SCREEN CHECKED BY: JKR 1 jCONCRETE CRADLE QUICK-CONNECT 1 MANUAL CONDENSATE. DRAWN BY: PRC HOSE COUPLING DRAIN TRAP DRAIN CAULK SUMP PUMP 0 4' r INTO A BUCKET BE SUBMERSIBLE TYPE INLET FROM PROTO CYCLE: Z 1/2 CONNECTION EMPTIED MANUALLY REF: PLUMBING SCHEDULE FOUNDATION CAST ALUMINUM TO HOSE REEL NOTE: DRAIN o � FILTER PROPELLER -GENERAL CONTRACTOR TO LL SECTION VIEW 1/2"FEMALE REGULATOR INSTALL, FLASH,AND CAULK 2 QUICK-CONNECT SUPPORT BY G.C. WALL LOUVERS. MECHANICAL L NOTES: HOSE COUPLING SHUT-OFF VALVE ANGLE IRON -COORDINATE EXACT LOCATION ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS. PIT EXCAVATION IS DETAILS& 1. COVER SHALL HAVE A LOCKING LID MARKED"SEWER". WITH ARCHITECTURE. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A N 2. DESIGN BASIS IS JAY R. SMITH MODEL 4250; REFER TO 1/2°THRU WALL AT LUBRICATOR STRUCTURAL 3"x3"x3/8" BY PLUMBING CONTRACTOR. LOCATE FLOATS AT ELEVATIONS RECOMMENDED BY PUMP SCHEDULES > SPECIFICATIONS THRU WALL MANUFACTURER.LOCATE AND ARRANGE SO THAT COVER AND PUMPS CAN BE REMOVED. THOROUGH KNOWLEDGE OF ALL DRAWINGS AND EXTERIOR 52"AFF SPECIFICATIONS IN THEIR RELATED FIELD.THE FAILURE TO ca TO EXTERIOR ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT co r- C6 HOSE REEL DETAIL WALL EXHAUST FAN DETAIL SUMP PUMP DETAIL RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK o d SANITARY SEWER C L EAN O U T PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE SHEET: N M 'T 3 NTS 2 NTS SCALE: NTS ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO YM3 . 0 Lr> :�� i o SCALE: N.T.S. FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. 2 lu I � ARCH IT"ECT HARRISON FRENCH & A S S O C I A T E S , 1, 1 D 1705 S.Walton Blvd.,Suite 3 Bentonville,Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-aexom w z w z w w o a W oluia0Z�� (n O a w x w �cwi �w>w Wa'G LJ �wuxi a'¢o��oo LL W�W H Z H V Z x O OW a m¢K(n W LL w Ow>'vzi�iY=V�O O cc�a`nz� Z � �z w � ¢�o�wc�Wzowx J Zli0zd¢R'�Fd'F- a a Qwa¢zaw�nwr =w O=� n a z v W H w ooaoz o¢a�G S LO z rn o CD c —I z Qco = LLl Q U o Cn U m z w U � � = Zw Y o w U � z Cn ~ �w w p 0-1 w = 11 60 a o CV LL co J a y �1 ®r'— D 0 � 0 V CLEAN—OUTS WITH TWO WAY TEE CLEANOUT FRAME & COVER U.S. FOUNDRY 7620 OR APPROVED EQUAL \\��\\\IIIIIIIIII//////1�/ U.S. R TRAFFIC RINGDRY STYLE COVER \��\ °SCHLU7F, 170 LABELED 'GREASE" OR APPROVED EQUAL e 72212 g * g * o e STATE OF e% f 6 "o Q o°° � T i 0 °oe L p R\boo° �i 00000000 SANITARY TEE //%/SS�pNA L 0 \�\111 4• 4" 2 1/2' \\��\\ LIQUID LEVEL MIN. OUTLET INLET PIPE PIPE 24' FROM LIQUID LEVEL 316 STAINLESS License#72212 316 STAINLESS STEEL SUPPORT Greg Schluterman,P.E. STEEL SUPPORT OUTLET SWEEP — Harrison French& Associates,LTD COA#26421 12' MAXIMUM WATER BASED LLK.8' MINIMUMFROM BOTTOM EPDXY COATING OF TANK. INSIDE AND OUTSIDE (2 — COATS) NOTES 4- 1. ALL PIPING SHALL BE A MINIMUM OF 4 . 2. PIPING SHALL BE INSTALLED USING PRESSED—IN BOOTS OR CONCRETE MANHOLE ADAPTERS (ONLY). J. INLET AND OUTLET TEES MUST BE INSTALLED A MINIMUM OF 4' FROM INSIDE THE STRUCTURE WALLS. ACTUAL ISSUE BLOCK DIMENSION SHOULD BE ADJUSTED TO ENSURE THAT AN UNOBSTRUCTED VERTICAL VIEW OF THE TEES CAN BE SEEN THROUGH THE GREASE INTERCEPTOR'S ACCESS OPENINGS. 2 09/13/2019 ADD #2 4. FPUA'S SEWER USE ORDINANCE WILL DICTATE GREASE INTERCEPTOR(S) SIZE. ALL INTERCEPTORS SHALL BE A MINIMUM OF 1,000 GALLONS AND A MAXIMUM OF 1,250 GALLONS. 5. TANK MUST BE TRAFFIC BEARING SHALL MEET H-20 LOADING REQUIREMETYTS). 4 05/22/2020 ADD #4 6. TANK WALLS AND BOTTOM SLAB MUST BE A MINIMUM 4' THICK AND THE TOP SLAB A MINIMUM 6' THICK, ALL WITH 14 REBAR REINFORCEMENT. 7. TANK SEAMS SHALL BE JOINED AND SEALED WITH MINIMUM 1-3/4' LRAM—NEK" SEALER OR EQUIVALENT TO FORM A WATER TIGHT SEAL 8. ALL INTERNAL AND EXTERNAL CONCRETE SURFACES SHALL RECEIVE 2 COATS OF A WATER BASED EPDXY COATING. 9. GREASE INTERCEPTORS MUST BE INSTALLED ON DRY, STABLE AND UNDISTURBED SOIL IF THESE CONDITIONS CAN NOT BE MET, D(C4VAT10N SHALL BE EXTENDED TO SIX INCHES BELOW THE STRUCTURE AND A CUSHION OF 3/4 STONE SHALL BE PROVIDED. 10. PRECAST CONCRETE RINGS SHALL BE UTILIZED FOR RING do COVER ADJUSTMENTS. SPECIAL NOTE.' IF INTERCEPTOR IS REPLACING AN EXIS77NG INTERCEPTOR THAT WILL BE ABANDONED IN PLACE, PERFORM THE FOLLOWING. (1) STRUCTURE MUST BE PRESSURE WASHED TO ENSURE ALL GREASE AND FOREIGN MATERIAL IS REMOVED, (2) REMOVE POR710N OF STRUCTURE WITHIN 3 FEET OF FINISH GRADE AND (3) INSTALL A C.0 MINIMUM 6 INCH DLAMETER HOLE IN THE BOTTOM SLAB OF THE STRUCTURE. STORE N0. 467 17 STANDARD DETAIL FOR GREASE. OIL, AND SAND INTERCEPTORS (N.T.S.) DOCUMENT DATE: 05/14/19 0 M STANDARD DETAIL FOR GREASE, w OIL ANvu Its ' ` 1,000 GALLON OIL/WATER SEPARATOR TO BE PROVIDED AND CHECKED BY: JKR 1 INSTALLED BY CONTRACTOR. PROVIDE SEPARATOR IN DRAWN BY: PRC U AF�{t A5Tf AFfl3'ENGINEERING COMPLIANCE WITH SPECIFICATIONS LISTED IN DETAIL. o Ac s M7wL 20QW2.0N1G �. COORDINATE ALL DETAILS OF OIL/WATER SEPARATOR PROTO CYCLE: o � LL INSTALLATION WITH FORT PIERCE UTILITIES AUTHORITY (FPUA) E � Air ° � INDUSTRIAL PRETREATMENT DEPARTMENT FOR APPROVAL. 2 roc woe r OF r J CONTACT-SAMANTHA ROWLAND - (772)-466-1600 EXT 5526 (6 U_ OIL WATER SEPARATOR ,i 4 Cn N OIL / WATER SEPARATOR DETAIL DETAILS E J N SCALE: NTS o o SHEET: _N M CD YM3 . 1 N M f6 GENERALS PECIFICATIONS WIRING METHODS PANELBOARDS GENERAL NOTES SYMBOL LEGEND (SYMBOLS APPLY ONLY WHEN USED ON DRAWINGS) INTRODUCTION PART 1- GENERAL 1. PROVIDE SEALS AT RACEWAY PENETRATIONS AS FOLLOWS: SYMBOL DESCRIPTION THE CONTRACTING FOR INSTALLATION OF THE ELECTRICAL SYSTEM WILL BE ACCOMPLISHED IN THE FIELD AT THE 1.1 SUMMARY 2.4 WIRING DEVICES PART 1- GENERAL EXIT FIXTURE DIVISION LEVEL.THESE SPECIFICATIONS ARE TO AID IN PREPARATION OF DIVISION LEVEL STORE PLANS AND CONTRACT A. BRANCH CIRCUIT SWITCHES:HEAVY DUTY,SPECIFICATION GRADE RATED 20A 120/277V AS / ® (WALL MOUNTED/CEILING MOUNTED) DOCUMENTS.IN CASE OF A CONFLICT BETWEEN THIS SPECIFICATION AND THE CONTRACT DOCUMENTS PROVIDED BY A. SECTION INCLUDES: FOLLOWS 1.1 SUMMARY A. FIRE RATED WALLS:SEAL WITH SEALANT HAVING A T-RATING THE DIVISION CONSTRUCTION MANAGER,THE DIVISION'S PLANS AND SPECIFICATIONS SHALL PREVAIL. 1. WIRE AND CABLE. A.1. SINGLE POLE-HUBBEL#HBL1221GY OR EQUAL. A. SECTION INCLUDES: TO MATCH OR EXCEED WALL RATING. EMERGENCY FIXTURE DEFINITIONS 1. LIGHTING/APPLIANCE PANELBOARDS. 2. CONDUIT. A.2. 3-WAY-HUBBEL#HBL1223GY OR EQUAL. B. EXTERIOR:REFER TO ARCHITECTURAL DOCUMENTS FOR SWITCH,SINGLE POLE H A R R I S O N F R E N C H THE FOLLOWING DEFINITIONS APPLY TO THIS PROJECT. B. RELATED REQUIREMENTS: SEALING REQUIREMENTS AT ALL EXTERIOR MOUNTED $ 3. OUTLET BOXES AND CONDUIT FITTINGS. A.3. 4-WAY-HUBBEL#HBL1224GY OR EQUAL. 1. SECTION 16050-BASIC ELECTRICAL MATERIALS DEVICES,FIXTURES, ENCLOSURES,AND RACEWAY & ASSOCIATES , LTD FURNISH-TO SUPPLY THE MATERIAL NECESSARY TO PERFORM THE TASK. 4. WIRING DEVICES. A.4. SINGLE POLE OCCUPANCY SENSOR-LEVITON#OSSMT-MD-G OR EQUAL. AND METHODS.GROUNDING. PENETRATIONS. $3 SWITCH,3-WAY INSTALL-TO SUPPLY THE LABOR NECESSARY TO COMPLETE THE TASK. 1705 S.Walton Blvd.,Suite 3 B. RECEPTACLES:STRAIGHT BLADE NYLON GROUNDING, BACK OR SIDE WIRED,HEAVY DUTY, PROVIDE-TO FURNISH AND INSTALL MATERIAL AND LABOR TO COMPLETE THE TASK. 1.2 REFERENCES 1.2 REFERENCES 2. PROVIDE A SEPARATE EQUIPMENT GROUNDING CONDUCTOR 4 SWITCH,4-WAY SPECIFICATION GRADE AS FOLLOWS: $ Bentonville,Arkansas 72712 1.SCOPE A. THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS SPECIFICATION TO THE EXTENT B.1. DUPLEX RECEPTACLE,20A 125V(5-20R)-HUBBELL#HBL5262GY OR EQUAL. A. NATIONAL ELECTRICAL CODE(NFPA-70),AND (SIZE PER NEC)IN PVC TYPE CONDUIT,POWER CIRCUITS, REFERENCED.PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY THE BASIC DESIGNATION INTERIM AMENDMENTS IN EFFECT. ISOLATED GROUND CIRCUITS,OR AS SHOWN ON PLANS. t 479.273.7780 B.2. DUPLEX RECEPTACLE,20A 125V.(5-20R)ISOLATED GROUND-HUBBELL#IG5262GY OR CONDUIT SHALL BE SIZED PER NEC BASED ON THWN 600 $K SWITCH,KEYED 1.1 E.C.TO PROVIDE ALL LABOR,MATERIALS AND EQUIPMENT(U.N.O.)REQUIRED TO EXECUTE WORK PER NEC AND ONLY. f 888.520.9685 ALL APPLICABLE ELECTRICAL CODES IN FORCE AT THE TIME OF PROJECT COMPLETION. B. NATIONAL FIRE PROTECTION ASSOCIATION(NFPA): EQUAL. 1.3 QUALITY ASSURANCE VOLT COPPER SINGLE CONDUCTORS, PLUS THE EQUIPMENT $D SWITCH,DIMMER www.hfa-ae.com 6.3. DUPLEX RECEPTACLE,20A 125V(5-20R)GFCI-HUBBELL#GF15GYLA OR EQUAL. A. COMPLY WITH NATIONAL ELECTRICAL CODE. GROUNDING CONDUCTOR. 1.2 THIS WORK INCLUDES,BUT IS NOT LIMITED TO:ELECTRICAL SERVICE AND DISTRIBUTION SYSTEMS, PANELBOARDS, 1. NFPA 70-NATIONAL ELECTRICAL CODE(NEC). B.4. DUPLEX RECEPTACLE 20A, 125V 5-20R GFCI AND WEATHER RESISTANT- B. COMPLY WITH LOCAL AND STATE, UTILITY 3. WIRING DEVICES:DEVICE MOUNTING HEIGHTS ARE FROM DISCONNECT SWITCHES,LIGHTING FIXTURES,POWER AND CONTROL WIRING WITH FINAL CONNECTIONS TO ALL ( ) SWITCH,VARIABLE SPEED EQUIPMENT REQUIRED FOR A COMPLETE SYSTEM. C. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION(NEMA): REGULATIONS AND LAWS. HUBBELL#GFTRISGY OR EQUAL. FINISHED FLOOR TO CENTER OF OUTLET BOX UNLESS D. UNDERWRITERS LABORATORIES(UL): C 4 SYSTEM DESCRIPTION $M SWITCH,MANUAL MOTOR t�a NOTED OTHERWISE ON PLANS. COORDINATE THE � C. COVER PLATES 1. �¢_ � 1.3 E.C.TO VERIFY TYPE OF POWER SERVICE AVAILABLE(UNDERGROUND OR OVERHEAD)AND STANDARD MOUNTING HEIGHTS WITH MASONRY: W w �W m MAXIMUM SHORT CIRCUIT CURRENT PRIOR TO SUBMITTING A PROPOSAL. 1. UL 1569-METAL CLAD CABLES. C.1. 302/304 STAINLESS STEEL COVER PLATES FOR FLUSH MOUNTED EQUIPMENT. A. ELECTRICAL SYSTEM VOLTAGES: THE FOLLOWING cl) �� A.SWITCHES+46" ULTRASONIC WALL SWITCH OCC. a 6 W a VOLTAGES SHALL APPLY UNLESS OTHERWISE � W � �>� 1.4 E.C.TO PROVIDE PANELBOARD NAMEPLATES.PROVIDE LAMINATED PLASTIC NAMEPLATES WITH3/4INCH PART 2- PRODUCTS C.2. GALVANIZED STEEL PLATES WHERE DEVICES ARE INSTALLED ON EXPOSED FITTINGS OR NOTED. B.RECEPTACLES+20" oS 1 SENSOR,MANUAL ON,AUTO OFF W d= 2- MINIMUM CONTRASTING-COLOR ENGRAVED LETTERS IDENTIFYING EACH PANELBOARD. BOXES. 1. RECEPTACLE AND SMALL POWER SYSTEMS: C.VOICE/DATA+20" ❑ PIR DIMMER WALL SWITCH OCC. g� a COVER LATE ON ALL BOXES WITHOUT DEVICE. 208Y/120 VOLT 3 PHASE 4 WIRE WYE 60 HZ OS 2 SENSOR,MANUAL ON,AUTO OFF s t < y 2.1 WIRE AND CABLE C.3. BLANK 302/304 STAINLESS STEEL CO PLATES 4. WIRING SHALL INCLUDE FINAL CONNECTION TO ALL O W CA. WEATHER-PROOF,WHILE-IN USE COVER FOR ALL WEATHER RESISTANT,20A,DUPLEX SOLID GROUNDED NEUTRAL. � �� 9' 2.INSTALLATION A. ELECTRICAL COMPONENTS AND DEVICES: LISTED AND LABELED AS DEFINED IN NFPA 70, EQUIPMENT IN CONFORMANCE WITH EQUIPMENT SUPPLIER �LL ��Z OS 3 ULTRASONIC CEILING OCC.SENSOR Z a o"'i2`aI' o ip R 5 ARTICLE 100, BY A NATIONALLY RECOGNIZED TESTING AGENCY AND MARKED FOR USE. RECEPTACLES SHALL BE HUBBELL#WP26E OR EQUAL. WIRING DIAGRAMS. O_ 6 iy N F-S2� PART2- PRODUCTS 2.1 THE INSTALLATION SHALL COMPLY WITH ALL LAWS IN EFFECT AT THE TIME OF CONSTRUCTION APPLYING TO B. WIRE AND CABLE SHALL BEAR THE LABEL OF A NATIONALLY RECOGNIZED TESTING DUAL-TECH WALL SWITCH OCC. 3 �'o z ELECTRICAL INSTALLATION,AND WITH THE REGULATIONS OF THE NEC,WHERE SUCH REGULATIONS DO NOT D. COLORS 2.1 MANUFACTURERS 5. CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE OS 4 Q Z LL o �� o LABORATORY AND SHALL CONFORM TO STANDARDS ESTABLISHED FOR SUCH MATERIALS BY SENSOR,MANUAL ON,AUTO OFF 1 CONFLICT WITH THE LAWS IN EFFECT,AND WITH THE PUBLIC UTILITY COMPANY FURNISHING THE SERVICE. NATIONALLY RECOGNIZED AGENCIES. D.1. UNLESS OTHERWISE NOTED,WIRING DEVICES SHALL BE GRAY. PANELBOARD IDENTIFICATION SCHEDULES. E A. PANELBOARDS MANUFACTURED BY ONE OF THE LOW TEMPERATURE,ULTRASONIC n_ m i W D.2. UNLESS OTHERWISE NOTED,COVER PLATES BE SILVER. 6. BRANCH CIRCUIT CONDUCTORS SHALL MINIMUM#12 AWG OS 5 2.1.1 THE E.C.SHALL UPGRADE THESE SPECIFICATIONS AS REQUIRED TO MEET COMPLIANCE WITH ALL C. PROVIDE CODE GAUGE,SOFT ANNEALED COPPER WIRE, NOT LESS THAN 98 PERCENT FOLLOWING,UNLESS OTHERWISE INDICATED ON CEILING OCC.SENSOR 1- ¢ a APPLICABLE CODES IN EFFECT;HOWEVER,WHERE THESE SPECIFICATIONS MAKE STIPULATIONS OVER AND CONDUCTIVITY AND OF 600 VOLT CLASS. D.3. UNLESS OTHERWISE NOTED,ISOLATED GROUND RECEPTACLES AND COVER PLATES DRAWINGS. UNLESS NOTED OTHERWISE IN SCHEDULES.WHERE 20A s ABOVE THE MINIMUM REQUIREMENTS OF APPLICABLE CODES,THE CONTRACTOR SHALL NOT DOWN-GRADE D. CONDUCTORS: SHALL MATCH THE TYPE AND COLOR AS OTHER DEVICES INSTALLED IN THAT ROOM OR 1. CUTLER HAMMER BRANCH CIRCUITS HAVE#8 AND LARGER WIRE SPECIFIED, © POWER PACK THESE SPECIFICATIONS TO MINIMUM CODE REQUIREMENTS WITHOUT PRIOR WRITTEN APPROVAL FROM AREA. #10 AWG WIRE SHALL BE USED FOR THE FINAL CONNECTION THE EOR. 1. INSULATION TYPE SHALL BE ONE OF THE FOLLOWING: 2. GENERAL ELECTRIC. RECEPTACLE,DUPLEX a. THHN. 3. SIEMENS(ITE). (15-FT MAXIMUM). ZO 2.2 E.C.SHALL PROVIDE ALL REQUIRED ELECTRICAL CONDUIT AND WIRING FOR ALL MOTORS,MOTOR STARTERS PART 3- EXECUTION RECEPTACLE,DUPLEX, _ b. THWN. 4. SQUARE D. 7. WHERE BRANCH CIRCUITS ARE GROUPED,SIZE CONDUIT AND ELECTRICAL CONTROLS, U.N.O.-E.C.SHALL.MAKE ALL LINE VOLTAGE ELECTRICAL CONNECTIONS AS � MOUNTED HORIZONTALLY O f-- ti REQUIRED FOR HVAC SYSTEMS. c. XHHW. B. EQUIPMENT SHALL BEAR NAME AND TRADEMARK AND DERATE CURRENT CARRYING CONDUCTORS PER NEC. d- d. XHHW-2. 3.1 INSTALLATION-GENERAL OF MANUFACTURER AS LISTED ABOVE. (h 8. PROVIDE HANDLE TIES ON ALL MULTIWIRE BRANCH CIRCUITS ® RECEPTACLE,DUPLEX FLUSH FLOOR 2.5 WIRING 2 TYPE: A. INSTALL SPECIFIED MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. C. SUBSTITUTIONS: NOT PERMITTED. TO MEET NEC REQUIREMENTS. ,J Z Q B. WHERE SWITCHES ARE GANGED, PROVIDE PERMANENTLY INSTALLED STEEL BARRIERS RECEPTACLE,DUPLEX ISOLATED L.L a. #10 AND SMALLER-SOLID. BETWEEN SWITCHES OR PROVIDE SEPARATE BOXES AND SEPARATE COVERPLATES FOR EACH 2.2 LIGHTING/APPLIANCE PANELBOARDS 9. CONDUITS EXTENDING BEYOND EXTERIOR WALL:STUB OUT ® GROUND FLUSH FLOOR z J M 2.5.1 ALL WORK SHALL BE COMPLETED IN A NEAT AND WORKMAN-LIKE MANNER.THE E.C.SHALL b. #8 AND LARGER-STRANDED �� = Q o CONTACT THE FOR SHOULD THIS PLAN REQUIRE MODIFICATION TO CIRCUIT. A. PANELBOARDS: INSTALL AS SCHEDULED ON 2-0 BELOW GRADE TO 5-O BEYOND EXTERIOR WALLS �jJ O COMPLY WITH LOCAL CODES. E. INTERLOCKED ARMOR METAL CLAD(MC)CABLE: CONTRACTOR'S OPTION AS ALLOWED BY DRAWINGS,INCLUDING VOLTAGE,AMPERAGE,BUS UNLESS NOTED OTHERWISE.COORDINATE LOCATION AND RECEPTACLE,DOUBLE DUPLEX AUTHORITIES HAVING JURISDICTION.MC CABLE SHALL HAVE THE FOLLOWING 3.2 CONDUIT BRACING,AND INTERRUPTING RATINGS. PROVIDE CONNECTION TO SITE CONDUITS. V m Z W 2.5.2 ALL CONDUCTORS SHALL BE RUN IN APPROVED METALLIC RACEWAY OR CONDUIT AND SHALL BE UNIFORMLY CHARACTERISTICS: 1. MAIN LUGS ONLY(MLO),MAIN CIRCUIT BREAKER n RECEPTACLE,DUPLEX (D w W Q m COLOR CODED THROUGHOUT THE ENTIRE SYSTEM.SPLICES,TAPS,AND TERMINALS SHALL BE MADE ONLY IN A. INSTALLATION: (MCB),OR MAIN FUSIBLE SWITCH(MFS) 10. SUPPORTS FROM STRUCTURE:NO ATTACHMENT OF ANY H ISOLATED GROUND z w _ m J BOXES,OUTLET BOXES AND PANELBOARDS. 1. ALUMINUM MC-CITE OR STANDARD MC. �E _ U � 1. INSTALL CONDUIT CONCEALED,EXCEPT IN UNFINISHED AREAS AND WHERE INDICATED ON PAN LBOARD AND BRANCH DEVICES AS TYPE SHALL BE MADE TO BRIDGING OR JOIST WEB $ RECEPTACLE,DOUBLE DUPLEX, Q W z 2. MINIMUM SIZE CONDUCTOR,#12 AWG COPPER,INCLUDING GREEN INSULATED EQUIPMENT DRAWINGS. INDICATED ON SCHEDULE. MEMBERS.UTILIZE ONLY THE TOP AND BOTTOM CHORDS l� ISOLATED GROUND Y ISOL �' U GROUND,SIZED IN ACCORDANCE WITH THE NEC. 2. CLEAN PVC CONDUIT PER MANUFACTURER'S RECOMMENDATIONS BEFORE APPLICATION OF 2. BRANCH CIRCUIT PROTECTIVE DEVICES: FOR SUPPORTING THE ELECTRICAL SYSTEM INSTALLATIONS. RECEPTACLE,SIMPLEX TWIST LOCK, (n O V 2.5.3 THE E.C.SHALL ENSURE THE CONDUCTORS UTILIZED ARE IN KEEPING WITH GOOD PRACTICE FOR THE PLUG ON OR BOLTED TYPE THERMAL MAGNETIC W LU CIRCUIT/PROTECTIVE DEVICES EMPLOYED.THE NEUTRAL CONDUCTOR(WHERE USED)SHALL HAVE 3. OVERALL MOISTURE RESISTANT TAPE. SOLVENT CEMENT. CENTER TRIP CIRCUIT BREAKERS FOR L515R,UNo W O 11. DO NOT INSTALL EQUIPMENT CONDUITS DIRECTLY � THE SAME AMPACITY AS THE ASSOCIATED PHASE. 4. GALVANIZED STEEL OR ALUMINUM INTERLOCKED CLADDING. 3. COORDINATE FLASHINGS WHERE CONDUIT PENETRATES ROOF MEMBRANE. ALTERNATING CURRENT, EACH WITH RECEPTACLE,SIMPLEX TWIST LOCK,' O Q SINGLE HANDLE COMMON TRIP.TANDEM OR UNDER SKYLIGHT WELLS UNLESS INDICATED OTHERWISE ON Q ISOLATED GROUND,L5-15R,LINO N LL � -J Gam. 5. MANUFACTURED IN ACCORDANCE WITH UL 1569. 4. PAINT METALLIC CONDUIT UNDER CONCRETE SLAB OR WHERE INSTALLED IN CONTACT WITH PLANS. 2.5.4 THE E.C.SHALL ENSURE THAT CIRCUIT AMPACITY AND SHORT CIRCUIT/OVERLOAD PROTECTION IS HALF STLED CIRCUIT BREAKERS OR LOAD APPROPRIATE FOR THE EQUIPMENT BEING INSTALLED.UL LISTING CONDITIONS SHALL BE OBSERVED. F. WIRE SMALLER THAN#12 AWG NOT PERMITTED UNLESS OTHERWISE NOTED.#14 AWG,TYPE EARTH.APPLY TWO 6 MIL COATS OF PVC OR ASPHALT PAINT CONTINUOUSLY ALONG ENTIRE CENTI=R TYPE CONSTRUCTION NOT PERMITTED. RECEPTACLE,DUPLEX TWIST LOCK, LENGTH OF CONDUIT PRIOR TO INSTALLATION BELOW GRADE.DO NOT RUN CONDUIT IN 12. WHERE GROUPED CONDUITS ARE INSTALLED WITHIN THE MTW OR TFF PERMITTED FOR SIGNAL AND PILOT CONTROL CIRCUITS UNLESS OTHERWISE CIRCUIT BREAKER AMP INTERRUPTING CAPACITY � L5-15R,LINO CONCRETE SLAB. RECEPTACLE,DUPLEX TWIST LOCK, NOTED. AIC))NO LESS THAN VALUES INDICATED ON JOIST SPACE,COORDINATE WITH SPRINKLER CONTRACTOR nn 2.5.5 TO COMPLY WITH NEC/UL LISTING CONDITIONS,ROOFTOP UNITS MAY BE SHOWN WITH FUSED 5. INSTALL FLEXIBLE METAL CONDUIT OR LIQUID TIGHT FLEXIBLE METAL CONDUIT FOR FINAL DRAWINGS.CIRCUIT BREAKERS FEEDING PRIOR TO INSTALLATION IN ORDER TO MAINTAIN REQUIRED ` ' ISOLATED GROUND,L5-15R,LINO G. COLOR CODE EMERGENCY LIGHTS, NIGHT LIGHTS,TIME CLOCK DISCONNECT SWITCHES: CONNECTIONS TO AIR COMPRESSORS,NVAC EQUIPMENT,MOTORS AND OTHER VIBRATING CLEARANCES FROM SPRINKLERS. G.1. 240/120V EQUIPMENT. MOTORS,ETC.WILL BE EQUIPPED WITH RECEPTACLE,SPECIAL 2.5.5.1 ALL FUSES SERVING MOTOR LOADS WILL BE OF THE DUAL ELEMENT TYPE. HANDLE LOCKS WHERE INDICATED ON 13. COORDINATE OUTLET BOX LOCATIONS WITH METAL SIDING G.1.1. NEUTRAL:WHITE 6. COORDINATE INSTALLATION OF CONDUIT IN MASONRY WORK. DRAWINGS,OR REQUIRED BY NFPA 70. TO MINIMIZE CUTTING OF SIDING. 2.5.5.2 DUE TO DIFFERENT INTERRUPTING CHARACTERISTICS, PANELBOARD CIRCUIT BREAKERS MAYBE G.1.2. PHASE:A-BLACK,B-RED 7. DO NOT INSTALL CONDUIT UNDER SLAB UNLESS INDICATED ON DRAWINGS.CONDUIT 3. CABINETS: ZINC COATED SHEET STEEL WITH Cp RECEPTACLE,SIMPLEX RATED HIGHER THAN THE DUAL ELEMENT FUSES THEY SUPPLY TO ENSURE SUFFICIENT STARTING G.1.3. GROUND:GREEN INSTALLED BELOW SLAB SHALL BE GALVANIZED RIGID METAL(GRC),INTERMEDIATE METAL KNOCK OUTS,UfSTED AND LABELED BY A 14. ALL MOUNTING HEIGHTS TO CENTERLINE OF ITEM UNLESS Q CURRENT. CONDUIT(IMC),OR SCHEDULE 40 PVC. NATIONALLY RECOGNIZED TESTING OTHERWISE NOTED. VERIFY ALL OUTLET LOCATIONS ON RECEPTACLE,PLUG-MOLD O G.1.4. ISOLATED GROUND-GREEN W/YELLOW TRACER LABORATORY.TRIMS AND DOORS TO HAVE THE JOB PRIOR TO ROUGH-IN. 8. ROUTE ABOVE GRADE CONDUIT PARALLEL OR PERPENDICULAR TO BUILDING LINES. SUITABLE PRIMER COAT AND FINISH COAT OF JUNCTION BOX 3.TESTING AND INSPECTION G.2. 208/120V 9. MAINTAIN MINIMUM OF 6 INCHES CLEARANCE AT FLUES AND HEAT SOURCES. MANUFACTURER'S STANDARD COLOR.TRIMS TO 15. LABEL THE FRONT OF EACH RECEPTACLE COVERPLATE WITH G.2.1. NEUTRAL:WHITE BE FITTED WITH HINGED DOORS HAVING PANEL DESIGNATION AND CIRCUIT NUMBER USING CLEAR (WALL MOUNTED/CEILING MOUNTED) 3.1 TESTING: 10.INSTALL DOUBLE LOCKNUT AND BUSHINGS WHEN TERMINATING GRC OR IMC CONDUIT, COMBINED LOCK AND LATCH.LOCKS WILL BE ALARM JUNCTION BOX, G.2.2. PHASE:A-BLACK,B-RED,C-BLUE EXCEPT WHERE CONDUIT TERMINATES IN THREADED HUB. KEYED ALIKE AND FURNISHED WITH TWO KEYS THERMAL TRANSFER(ELECTRIC DYMO)LABELS WITH 1/8 OA (WALL MOUNTED/CEILING MOUNTED) 3.1.1 THE E.C.SHALL TEST,PRIOR TO ENERGIZING FOR THE FIRST TIME, G23 GROUND:GREEN 11 INSTALL INSULATED THROAT BUSHINGS ON ALL PVC CONDUIT RUNS FOR EACH PANELBOARD. HIGH BLACK LETTERS(OR CONTRASTING COLOR IF PLATES ALARM JUNCTION BOX, ALL PIECES OF ELECTRICAL EQUIPMENT TO ASSURE THEY HAVE THE . . . . . B. DIRECTORY HOLDER: CONTRACTOR SHALL ARE BLACK OR BROWN). LABELS SHALL BE SUITABLE FOR PROPER PHASE TO PHASE AND PHASE TO GROUND INSULATION AND TO BE G.2.4. ISOLATED GROUND-GREEN W/YELLOW TRACER B. LOCATION: PROVIDE LEGIBLE TYPEWRITTEN CIRCUIT INDOOR/OUTDOOR USE. LABEL THE BACK OF EACH LIGHT ® FOR REMOTE TEST/RESET FREE OF SHORTS.AFTER ENERGIZING, EACH LUMINAIRE SHALL BE LIT GALVANIZED RIGID METAL CONDUIT(GRC): PERMITTED FOR GENERAL EXPOSED OR DIRECTORY PROPERLY IDENTIFYING LOAD(S)ON SWITCH COVERPLATE WITH PANEL DESIGNATION AND (WALL MOUNTED/CEILING MOUNTED) 1. AND TESTED. EACH CIRCUIT MOUNTED UNDER CLEAR PLASTIC O 1. COLOR CODE#6 AWG AND SMALLER PHASE AND NEUTRAL CONDUCTORS BY CONTINUOUS CONCEALED WORK ABOVE OR BELOW GRADE. COVER.BRANCH CIRCUITS SHALL BE CONNECTED CIRCUIT NUMBER USING A FINE BLACK PERMANENT MARKER. EQUIPMENT CONNECTION POINT 0 3.1.2 THE VARIOUS CIRCUITS SERVED FROM THE PANELBOARDS VARY IN LOADING. OUTER COVERING. CONDUCTORS#4 AWG AND LARGER MAY BE COLOR CODED BY TAPE. 2. INTERMEDIATE METAL CONDUIT(IMC):PERMITTED FOR GENERAL EXPOSED OR CONCEALED EXACTLY AS INDICATED ON PANEL SCHEDULE. (PROVIDED WITH EQUIPMENT) THE E.C.SHALL CAREFULLY BALANCE THE LOAD ON EACH LEG OF TAPE SHALL HAVE MINIMUM OF TWO COMPLETE WRAPS AROUND CONDUCTOR AT 6 INCHES WORK ABOVE OR BELOW GRADE. 16. ALL PIPING,CONDUIT,AND OUTLET BOXES(ELECTRIC, AT 100%,THE INITIAL UNBALANCE SHALL NOT EXCEED 10%. 3. ELECTRICAL METALLIC TUBING(EMT): PERMITTED FOR GENERAL EXPOSED OR CONCEALED PART 3- EXECUTION FROM TERMINATIONS,SPLICES,AND JUNCTION POINTS. VOICE,DATA,ETC.)IN THE RATED WALLS OR CEILING SHALL NON-FUSED DISCONNECT J. IDENTIFY CIRCUIT NUMBERS WITH SYNTHETIC CLOTH OR PLASTIC LABELS AT SPLICE AND WORK ABOVE GRADE. BE CONSTRUCTED OF NON-COMBUSTABLE MATERIAL. FUSED DISCONNECT JUNCTION POINTS 4. POLYVINYL CHLORIDE RIGID NONMETALLIC CONDUIT(PVC)UNLESS NOTED OTHERWISE ON 3.1 EXAMINATION 17. OUTLET BOXES(ELECTRICAL,VOICE, DATA,ETC.SHALL BE 01 4.INDUSTRY-STANDARDS DRAWINGS: PERMITTED FOR BELOW GRADE USE WHEN PERMITTED BY LOCAL GOVERNING A. EXAMINE SURFACES AND ADJACENT AREAS IN LIMITED TO TWO OUTLET BOXES PER STUD SPACE. OUTLET 2.2 CONDUIT CODES. WHICH WORK UNDER THIS SECTION IS TO BE BOXES ON OPPOSITE SIDES OF THE RATED WALLS SHALL BE _ UNDERGROUND CONDUIT RUN 4.1 THE FOLLOWING IS A LIST OF ABBREVIATIONS USED IN THE ELECTRICAL NOTES AND PERFORMED.REPORT IN WRITING TO OWNER'S SPECIFICATIONS. A. CONDUIT TYPES SHALL BE AS FOLLOWS AND SHALL BEAR THE LABEL OF A NATIONALLY 5. FLEXIBLE METAL CONDUIT: PERMITTED IN LENGTHS OF 6 FEET OR LESS FOR CONNECTIONS SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. RECOGNIZED TESTING LABORATORY: TO EQUIPMENT IN DRY AREAS.NOT PERMITTED FOR GENERAL EXPOSED OR CONCEALED CONSTRUCTION MANAGER PREVAILING CONDITIONS THAT MAY ADVERSELY AFFECT 18. LABEL EACH RECEPTACLE COVERPLATE'COMPUTER'USING �� NEC.....................NATIONAL ELECTRIC CODE,REF.COVERSHEET FOR APPLICABLE VERSION WORK.FOR CONNECTION OF RECESSED LIGHT FIXTURES IN SUSPENDED CEILINGS AND SATISFACTORY EXECUTION OF WORK.DO NOT �,------- ,` LOW VOLTAGE CIRCUITRY \��` 1. GALVANIZED RIGID METAL CONDUIT(GRC). HOT DIP GALVANIZED. CONNECTION OF OTHER EQUIPMENT SUBJECT TO VIBRATION. CLEAR THERMAL TRANSFER(ELECTRONIC DYMO)LABELS \ N C Q / UL. .................UNDIONAL ELECTRICAL ERWR UNDERWRITERS LABORATORIES,INC. 2. ASSOCIATION 2. INTERMEDIATE METAL CONDUIT IMC): HOT DIP GALVANIZED. CONDITIONS HAVE BEEN CORRECTED. WITH 1/8"HIGH LETTERS. CIRCUIT CONCEALED ��` �P++EN'�.y /X ( 6. LIQUID TIGHT FLEXIBLE METAL CONDUIT: PERMITTED EXPOSED IN LENGTHS OF 6 FEET OR \ (? HVAC...................HEATING,VENTILATING AND AIR CONDITIONING LESS FOR VIBRATING EQUIPMENT IN DAMP LOCATIONS WHERE RIGID CONNECTIONS ARE B. STARTING WORK CONSTITUTES ACCEPTANCE OF `\ Q'� 4�G sF .�� 3. ELECTRICAL METALLIC TUBING(EMT): HOT DIP GALVANIZED. 19. THE COLOR OF ISOLATED GROUND RECEPTACLES AND \ Z, IEEE......................INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS NOT SUITABLE UNLESS OTHERWISE INDICATED ON DRAWINGS. THE EXISTING CONDITIONS AND THE CONTRACTOR COVERPLATES SHALL MATCH THOSE OF OTHER DEVICES ON �"-\ CIRCUIT,EXPOSED /�q ,�N GFCI.....................GROUND FAULT CIRCUIT INTERRUPTER 4. SCHEDULE 40 HEAVY WALL POLYVINYL CHLORIDE(PVC). SHALL THEN,AT HIS EXPENSE,BE RESPONSIBLE 9 No 81168 � AIC.......................AMPERES INTERRUPTING CAPACITY 7. MC CABLE: PERMITTED ONLY WHERE CONCEALED INSIDE PARTITIONS AND ABOVE FINISHED FOR CORRECTING ALL UNSATISFACTORY AND THE JOB. Y U I� ; 5. FLEXIBLE METAL CONDUIT: ZINC COATED STEEL OR ALUMINUM. CEILINGS.CABLE EXPOSED ON WALLS OR 1N OPEN BAR JOIST AREAS WILL NOT BE I-I CONDUIT SLEEVE UNO.....................UNLESS NOTED OTHERWISE DEFECTIVE WORK ENCOUNTERED. 0. FOR ISOLATED GROUND CIRCUITS,PROVIDE AN ISOLATED 6. LIQUID TIGHT FLEXIBLE STEEL CONDUIT WITH PVC JACKET. PERMITTED.CUT CABLE WITH MANUFACTURER'S RECOMMENDED ARMOR STRIPPING TOOL. � EC.........................ELECTRICAL CONTRACTOR PROVIDE MANUFACTURERS APPROVED CONNECTORS. GC.........................GENERAL CONTRACTOR GROUND CONDUCTOR THROUGHOUT THE LENGTH OF , STATE OF 3.2 INSTALLATION . (V G............................GROUND 7. MC CABLE: STEEL OR ALUMINUM CLADDING. CIRCUIT IN ADDITION TO THE PHASE,NEUTRAL,AND GROUND = FLUSH MOUNTED PANELBOARD �.� IG..........................ISOLATED GROUND 3.3 WIRING DEVICES A. INSTALL MATERIALS IN ACCORDANCE WITH CONDUCTORS. ��OT MANUFACTURER'S RECOMMENDATIONS AND AS / \ WP.........................WEATHERPROOF COVERPLATE 2.3 OUTLET BOXES AND CONDUIT FITTINGS A. REPLACE OUTLETS OR DEVICES IMPROPERLY LOCATED OR INSTALLED.SET OUTLETS AND INDICATED ON DRAWINGS. SURFACE MOUNTED PANELBOARD �/ \� WR.........................WEATHER RESISTANT RECEPTACLE ETR.........................EXISTING TO REMAIN A. OUTLET BOXES AND CONDUIT FITTINGS SHALL BEAR THE LABEL OF A NATIONALLY DEVICES PLUMB OR HORIZONTAL AND EXTEND TO,BUT NOT PROJECT ABOVE,FINISHED RECOGNIZED TESTING LABORATORY AND BE RATED FOR ENVIRONMENTAL CONDITIONS SURFACE. TELEPHONE/DATA BOX WHERE INSTALLED. B. UNLESS OTHERWISE NOTED,RECEPTACLES,SWITCHES,AND OTHER WRING DEVICES SHALL RELO.........................RELOCATED B. BOXES: COMPLY WITH NEC IN REGARD TO MAXIMUM ALLOWABLE NUMBER OF CONDUCTORS. NOT BE MOUNTED BACK-TO-BACK. ALL ELECTRICAL SERVICE AND DISTRIBUTION LOW VOLTAGE CABLE 1. INTERIOR BOXES: HOT DIP GALVANIZED,4 INCHES MINIMUM OCTAGON OR SQUARE,UNLESS C. INSTALL RECEPTACLES SO THAT THE GROUND PRONG IS IN THE DOWN POSITION. EQUIPMENT, PANELBOARDS, DISCONNECT 0 BOX FOR OTHER OTHERWISE NOTED.PROVIDE SINGLE OR MULTIPLE GANG OUTLET BOXES AS REQUIRED FOR SWITCHES AND LIGHTING SAFETY S V V 1 I C H ES FURNISHED BY THE ACCOUNT FIXTURES VENDOR, BE ® TELEPHONE,FLUSH FLOOR FLUSH INSTALLATION IN DRYWALL CONSTRUCTION.PROVIDE MASONRY BOXES FOR 3.4 PROTECTION OUTLETS INSTALLED FLUSH IN CONCRETE UNIT MASONRY.PROVIDE SINGLE GRAYBAR. Nathan Connors,P.E. SURFACE MOUNTED OUTLET BOXES FOR UTILITY TYPE BOXES. A. PROTECT INSTALLED PRODUCTS FROM DAMAGE UNTIL COMPLETION OF CONSTRUCTION / MOTOR License#81168 2. EXTERIOR BOXES: PROVIDE MASONRY BOXES FOR OUTLETS INSTALLED FLUSH IN OPERATIONS. Harrison French& CONTACT: CONCRETE UNIT MASONRY. Associates,LTD TELEPHWER POLE PART 1- GENERAL JOE STOLL ® GOA#26421 3. OUTLET BOXES: SUITABLE FOR SUPPORTING LIGHTING FIXTURES IF INTENDED FOR THAT 8170 LACKLAND ROAD PURPOSE. 1.1 SUMMARY ST. LOUTS, MO 63114 ❑� PUSH BUTTON C. CONDUIT"FITTINGS: A. SECTION INCLUDES: PHONE: 1. EMT FITTINGS FOR DRY LOCATIONS: DIECAST OR STEEL SETSCREW TYPE. 3 6 BUZZER 1. SAFETY DISCONNECT SWITCHES. FAX:314573-0002080 73-0003 2. EMT FITTINGS FOR WET OR DAMP LOCATIONS: STEEL COMPRESSION TYPE. EMAIL: LOVES@GRAYBAR.COM 0 SMOKE DETECTOR 3. GRC,IMC,OR EMT BOX CONNECTORS FOR WET OR DAMP LOCATIONS: WEATHER-TIGHT 1.2 REFERENCES HUBS. A. THE PUBLICATIONS LISTED BELOW FORM A PART OF THIS HORN/STROBE 4. THREADLESS GRC OR IMC FITTINGS: NOT PERMITTED. SPECIFICATION TO THE EXTENT REFERENCED. PUBLICATIONS ARE REFERENCED WITHIN THE TEXT BY THE 5. GRC OR IMC CONNECTORS FOR DRY LOCATIONS. BASIC DESIGNATION ONLY. ® DOOR HOLD OPEN 6. PVC FITTINGS: SOLVENT WELD TYPE FOR PVC CONDUIT. B. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) $T HBA DIGITAL TIMER SWITCH TD200 ISSUE BLOCK 1. NEMA 250-ENCLOSURES FOR ELECTRICAL EQUIPMENT (1000 VOLTS MAXIMUM). CF CONDENSER FANS PART2- PRODUCTS MATERIALS AND METHOD ED ELECTRIC DEFROST �7 2.1 SAFETY SWITCHES A. SWITCH INTERIOR: 1. DEAD-FRONT CONSTRUCTION WITH HINGED ARC PART2- EXECUTION 23 TESTING SUPPRESSOR AND SWITCH BLADES WHICH ARE FULLY PART 1- GENERAL . VISIBLE IN THE OFF POSITION AND WITH DOOR OPEN. 2.1 INSTALLATION A. UPON COMPLETION OF INSTALLATION,PERFORM CONTINUITY TESTS ON B. SWITCH MECHANISM: 1.1 SUMMARY A. INSTALL SPECIFIED MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND AS INDICATED ON POWER AND EQUIPMENT BRANCH CIRCUIT CONDUCTORS.INSPECT WIRE QUICK-MAKE AND QUICK-BREAK OPERATING HANDLE AND CONNECTIONS. A. SECTION INCLUDES: DRAWINGS. AND CABLE FOR PHYSICAL DAMAGE.VERIFY PROPER PHASING 1. MECHANISM WITH A DUAL COVER INTERLOCK TO A 1. ELECTRICAL IDENTIFICATION B. CUTTING AND PATCHING: WHERE CUTTING IS REQUIRED THROUGH WALLS,FLOORS,OR CEILINGS,MAKE OPENINGS NO PREVENT UNAUTHORIZED OPENING OF THE SWITCH 2. HANGERS AND SUPPORTS LARGER THAN REQUIRED AND REPAIR AFFECTED SURFACES TO MATCH ADJACENT SURFACES. B. MEASURE GROUND RESISTANCE FROM SYSTEM NEUTRAL CONNECTION DOOR IN THE"ON"POSITION OR CLOSING THE SWITCH C ELECTRICAL EQUIPMENT SUPPORTS: SUPPORT ELECTRICAL EQUIPMENT WITH HANGERS AND SUPPORTS SPECIFIED ABOVE AT SERVICE ENTRANCE TO CONVENIENT GROUND POINT ON BUILDING MECHANISM WHILE THE DOOR IS OPEN. C.rn 3. CONDUIT SLEEVES WATER PIPE USING SUITABLE GROUND TESTING EQUIPMENT. 3 OR IN ANOTHER APPROVED MANNER WHERE DETAILS ARE NOT INDICATED. 2. PROVIDE ELECTRICAL INTERLOCK SWITCH TO 4. GROUNDING AND BONDING C. TEST RECEPTACLES WITH CIRCUIT TESTER TO ENSURE PROPER DE-ENERGIZE CONTROL WIRING AS REQUIRED. STORE NO. 467 D. SLEEVES: INSTALL WHERE CONDUITS PASS THROUGH CONCRETE FLOORS.CAULK SLEEVES THROUGH OUTSIDE WALLS POLARITY,GROUNDING,AND CONTINUITY OF CIRCUITS. PRODUCTS ABOVE GRADE WITH SEALANT. 3. LINE AND LOAD TERMINALS OF THE DEVICE RATED 100 } E. FASTENING AND ANCHORING: FASTEN CONDUIT STRAPS;DISCONNECT SWITCHES,PANELBOARDS,AND OTHER EQUIPMENT D. LOAD TEST GFCI RECEPTACLES. AMPERES OR LESS SHALL BE RATED FOR 75 DEGREES C. DOCUMENT DATE: 05/14/19 1.2 ELECTRICAL IDENTIFICATION SECURED TO WALLS AND SLABS WITH CADMIUM PLATED SCREWS OR BOLTS AND LEAD CINCH ANCHORS OR EXPANSION 4. PROVIDE OPERATING HANDLE WITH PROVISIONS FOR o A. NAMEPLATES:PROVIDE LAMINATED PLASTIC NAMEPLATES WITH 314 INCH MINIMUM CONTRASTING COLOR ENGRAVED BOLTS AND INSTALL IN HOLES DRILLED WITH PROPER SIZE MASONRY DRILL.PROPERLY SIZE ANCHORS IN ACCORDANCE INSTALLATION OF A PADLOCK IN"OFF"OR"ON" CHECKED BY: NKC ii LETTERS. WITH MANUFACTURER'S RECOMMENDATIONS FOR LOAD TO BE SUPPORTED. POSITIONS. w 1.3 HANGERS AND SUPPORTS F. TORQUE ALL CONDUCTOR CONNECTION TO MANUFACTURER'S RECOMMENDED VALUES.INSPECT PANELBOARDS FOR C. RATINGS: PHYSICAL DAMAGE,PROPER ALIGNMENT,ANCHORAGE,AND GROUNDING.CHECK PROPER INSTALLATION AND TIGHTNESS OF 1. SWITCHES HORSEPOWER RATED FOR 600 VOLTS,60 HZ, DRAWN BY: CAR A. CONDUIT AND EQUIPMENT SUPPORTS: HANGERS SHALL BE SERIES P3000 OR P3300 CHANNELS BYUNISTRUT DEPENDING ON CONNECTIONS FOR CIRCUIT BREAKERS,FUSIBLE SWITCHES,AND FUSES. HEAVY-DUTY TYPE. PROTO CYCLE: o LOAD AND SPAN INVOLVED.USE PIPE HANGERS BY MINERALLAC,OR CADDY CLIPS BY ERICO ONLY WHERE IMPRACTICAL TO INSTALL UNISTRUT HANGERS. 2.2 GROUNDING 2. WHERE SWITCHES ARE INDICATED TO BE FUSED, o B. ATTACH HANGERS AND SUPPORTS TO STRUCTURE OVERHEAD BY METHODS APPROVED AT JOB SITE.DO NOT USE FURNISH WITH PROVISIONS FOR FUSES. FASTENERS WHICH PENETRATE THE ROOF DECK. A. GENERAL: GROUND ALL METALLIC CONDUITS,SUPPORTS,CABINETS, EQUIPMENT,SYSTEM NEUTRALS,METAL BUILDING ti STRUCTURES,AND OTHER ITEMS REQUIRED TO BE GROUNDED IN ACCORDANCE WITH THE NEC AND OTHER APPLICABLE D. ENCLOSURES: o v CODES AND AS INDICATED ON DRAWINGS.1.4 CONDUIT SLEEVES 1. NEMA 1,CODE GAUGE SHEET STEEL WITH HINGED � B. EQUIPMENT GROUNDING: COVER,EXCEPT WHERE EXPOSED TO WEATHER. ELECTRICAL A. SLEEVES: GALVANIZED,BLACK STEEL OR SCHEDULE 40 PVC PIPE. 1. MAKE CONDUITS ELECTRICALLY CONTINUOUS USING PROPER FITTINGS,CONNECTIONS,GROUNDING BUSHINGS, ETC. 2. IF EXPOSED TO WEATHER,PROVIDE NEMA 3R `v 1.5 GROUNDING AND BONDING ENCLOSURE. SPECIFICATIONS a 2. WHERE GALVANIZED RIGID METAL CONDUIT(GRC)PENETRATES THE GRADE OUTDOORS OR PENETRATES THE SLAB, u A. INSULATED GROUNDING BUSHING: STEEL WITH FEED-THRU LUGS. INSTALL INSULATING GROUNDING BUSHINGS. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A & GENERAL coy B. INSULATED EQUIPMENT GROUND WIRE: COPPER. 3. INSTALL AN INSULATED EQUIPMENT GROUND WIRE AS SHOWN ON DRAWINGS. PART 3- EXECUTION THOROUGH KNOWLEDGE OF ALL DRAWINGS AND M > C. METAL UNDERGROUND COLD WATER PIPE: CONNECT TO ELECTRICAL SYSTEM IF AVAILABLE AND PERMITTED BY LOCAL SPECIFICATIONS IN THEIR RELATED FIELD.THE FAILURE TO NOTES CODES.INSTALL JUMPERS AROUND WATER METERS,VALVES,OR OTHER DEVICES WHICH MIGHT CAUSE AN INTERRUPTION 3.1 INSTALLATION ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT OF CONTINUITY DURING SERVICE. A. INSTALL MOTOR AND CIRCUIT DISCONNECT IN o ACCORDANCE WITH MANUFACTURER'S RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK o D. CONCRETE ENCASED ELECTRODES: WHERE INDICATED ON THE DRAWINGS,FURNISH AND INSTALL ELECTRODES,JUMPERS, RECOMMENDATIONS.APPLICABLE CODES SHALL TAKE PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE o� AND APPROVED FITTINGS IN ACCORDANCE WITH GROUNDING ELECTRODE DETAIL. PRECEDENCE OVER DRAWING DETAILS. SHEET: o ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO N A E. GROUND RODS: IF GROUND RODS ARE REQUIRED,INSTALL TWO 5/8 INCH MINIMUM DIAMETER COPPERWELD RODS DRIVEN B. PROVIDE PROPERLY SIZED GROUNDING LUG AND v'g VERTICALLY NOT LESS THAN 12 FEET APART AND EACH WITH 8 FEET OF LENGTH IN CONTACT WITH THE SOIL. FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. T M TERMINATIONS FOR ALL SAFETY SWITCHES. � o () LIGHTING FIXTURE SCHEDULE PANELBOARD NOTES . . TYPE MANUFACTURER CATALOG # DESCRIPTION VOLTS WATTS MOUNTING REMARKS FURNISHED BY (1) TERMINATE GROUND ON ISOLATED GROUND BUS. TCT r EM3 LITHONIA ELA LED T WP M12 EMERGENCY LIGHT 9.6 1 CEILING /WALL REMOTE EMERGENCY FIXTURE HEADS OWNER (2) INSTALL LOCKING DEVICE FURNISHED WITH ENGINEL GG US LED DS-402U-2-UNV-QB3-NC-1-L LED WALL PACK 120 42.5 WALL WALL PACK OWNER PANELBOARD (LOCK-OFF FOR MAINTENANCE). INTERTORI MI BODINE ELI-S-250 EMERGENCY LIGHTING INVERTER 120 250 SURFACE 90 MINUTE EMERGENCY INVERTER OWNER (3) INSTALL LOCKING DEVICE FURNISHED WITH T4E EATON 4SNLED-LD5-64HL-UNV-L850-CD1-EL14W-LOV-U 4' LINEAR LED STRIP LIGHT, EMERGENCY 120 43 SURFACE MOUNT TO BOTTOM OF METAL FRAMING OWNER PANELBOARD (LOCK-ON FOR CRITICAL LOAD). HARRISON FRENCH TC EATON HBLED-LD5-18SE-W-UNV-L850-ED2-U LED HIGH BAY 120 131 PENDANT PENDANT MOUNT AT 18'-0" TO BOTTOM OF FIXTURE OWNER K, A 0 c i A r k S , r. r D (4) GFI BREAKER FOR PERSONNEL PROTECTION (5 mA). TCD EATON HBLED-LD5-18SE-W-UNV-L850-CD2-U DIMMABLE LED HIGH BAY 120 131 PENDANT PENDANT MOUNT AT 18'-0" TO BOTTOM OF FIXTURE OWNER 1705 S.Walton Blvd.,Suite 3 TD CROUSE-HINDS MLL4/UNV1 TF/ DP1050MTK EXPLOSION PROOF FIXTURE / MOUNTING BRACKET 120 54.5 SURFACE USE CEILING MOUNT BRACKET OWNER (5) GFI BREAKER FOR EQUIPMENT PROTECTION (30 mA). Bentonville,Arkansas 72712 TIDE CROUSE-HINDS MLL4/UNV1 S903 TF EM / DP1050MTK EMERGENCY EXPLOSION PROOF FIXTURE / MOUNTING BRACKET 120 54.5 SURFACE USE CEILING MOUNT BRACKET OWNER (6) CONDUCTOR SIZE HAS BEEN INCREASED FOR t 479.273.7780 X LITHONIA LHQM LED R HO M6 EXIT SIGN W/ HO BATTERY AND BUG EYES 120 3 CEILING /WALL EMERGENCY FIXTURE WITH 90 MINUTE BATTERY BACK-UP OWNER VOLTAGE DROP. SIZE EQUIPMENT GROUNDING f 888.520.9685 CONDUCTOR PROPORTIONALLY PER NEC. www.hfa-ae.com (7) FACTORY WIRED TO LOAD. (8) THRU CONTACTOR. w Z uwi O oaf owoa (9) EXISTING CIRCUIT BREAKER TO REMAIN. VERIFY � o w o CONDITION OF CIRCUIT BREAKER TO ENSURE THAT w w>w Uj u w w IT IS OPERATIONAL AND MEETS ALL U.L. RATINGS. o a w LT NEW 208Y/12OV, 3PH, 4W LP4 EXISTING 208Y/12OV, 3PH, 4W PANELBOARD PANELBOARD (10) EXISTING CIRCUIT TO REMAIN. � ��~m a��w� Q W d -Q 100AM.L.O. 400AM.L.O. z (11) PROVIDE HANDLE LOCK OFF DEVICE TO LOCK O a a o-.2 o N Q H O Z W U O H w "" POSITION." CIRCUIT BREAKER IN THE OFF N Z o Z w Z SERVES: TIRE SHOP 10,000 AIC SERVES: TIRE SHOP "SPARE IF CIRCUIT BREAKER IS IDENTIFIED AS"EXISTING", J 3 o Z a a}O a y LOCATION: SERVICE BAY LOCATION: SERVICE BAY SURFACE MOUNT FIELD VERIFY CIRCUIT BREAKER INDICATED IS NOT �_ o W =w g=of CONNECTED TO ANY LOAD AND UPDATE ¢Z LL~~a ooaoz �o�000aaira� FED FROM: PANEL LP4 SURFACE MOUNT FED FROM: EXTERIOR DISCONNECT GROUND BAR PANELBOARD CIRCUIT DIRECTORY IDENTIFYING U) CIRCUIT AS "SPARE". OVERCURRENT DEVICE: 100A GROUND BAR OVERCURRENT DEVICE: 400A ISOLATED GROUND BAR (12) TRACE EXISTING CIRCUIT, IDENTIFY LOAD AND LO ZO PROVIDE COMPLETE TYPEWRITTEN PANELBOARD _ IDENTIFICATION SCHEDULE AND PLACE ON C-6 F- CK LOAD SERVED WIRE BRKR PL PHASE A PHASE B PHASE C PL BRKR WIRE LOAD SERVED CK CK LOAD SERVED WIRE BRKR PL PHASE A PHASE B PHASE C PL BRKR WIRE LOAD SERVED CK INTERIOR OF PANELBOARD DOOR. IF CIRCUIT IS A (D c 1 LTG - SERVICE BAY EMERG. N 12 20 1 0.39 0.90 1 20 12 REC - SERVICE BAY N 2 1 spare 11 -- 20 1 0.00 4.20 2 50 6 WELDER 9 2 "SPARE"THEN REFER TO PANELBOARD NOTE (11). J z 3 LTG - OIL PIT (N) 12 20 1 0.76 1.08 1 20 12 REC - SERVICE BAY (N) 4 3 tire alancer area recent (10) -- 20 1 1.00 4.20 1 - 208V/1 PH 4 (13) PROVIDE LISTED HANDLE TIE AS INDICATED FOR 5 LTG - OIL PIT (N) 12 20 1 1 0.44 1 0.36 1 20 12 MADDENCO (N) 6 5 to y recept (10) -- 20 1 1 1 1 1.08 14.20 2 50 6 WELDER (9) 6 MULTIWIRE BRANCH CIRCUIT. = LU Q U c 7 ADO-5 (N) 12 20 2 0.56 1.20 1 1 20 12 OIL PIT SUMP PUMP (N,4) 8 7 TIRE BALANCER (9) 10 30 3 1.60 4.20 1 - 208V/1 PH 8 U)(14) REFER TO ONE-LINE DIAGRAM FOR WIRE SIZES. 0 LLJm Q LU 9 208V/1 PH - 0.56 1.20 1 20 12 OIL PIT SUMP PUMP (N,4) 10 9 208V/3PH - 1.60 1.50 2 20 -- sp htr#1 tire al area (10) 10 z W U � 11 ADO-6 (N) 12 20 2 0.56 1.20 1 20 12 FUEL MONITORING PANEL (N) 12 11 -- - 1.60 1.50 - -- 12 (N) NEW O LU z 13 208V/1 PH - 0.56 1 0.53 1 1 20 12 EF-3 (N) 14 13 ac/split unit (10) -- 30 2 1.86 1.50 1 2 20 -- sp htr#2 tire al area (10) 14 (n I- C1 t~� 15 SPARE (N) -- 20 1 0.00 1.66 1 20 12 EF-2 (N) 16 15 -- - 1.86 1.50 - -- 16 C:) LU = � 17 SPARE (N) -- 20 1 0.00 1.66 1 20 12 EF-1 (N) 18 17 insta-hot athroom -- 20 2 1.66 1.50 2 20 -- sp htr#1 tire al area (10) 18 ALL SWITCHBOARDS AND PANELBOARDS SHALL U) J 19 SPARE (N) -- 20 1 0.00 1 0.00 1 20 12 SPARE (N) 20 19 -- - 1.66 1.50 - -- 20 HAVE A COMMERCIALLY PRODUCED PERMANENT LABEL APPLIED TO WARN OF POTENTIAL ARC FLASH HAZARDS, IN 21 SPARE (N) -- 20 1 1 0.00 0.00 1 20 12 SPARE (N) 22 21 e ist (12) -- 20 1 1.20 1.20 1 20 -- e ist (12) 22 ACCORDANCE WITH NEC 110.16 AND NFPA 70E. LABELING 23 SPARE (N) -- 20 1 0.00 0.00 1 20 12 SPARE (N) 24 23 e ist (12) -- 20 1 1.20 1.20 1 20 -- e ist (12) 24 1 MAY BE COMPLETED BY EQUIPMENT MANUFACTURER, y EQUIPMENT VENDOR/SUPPLIER, OR THE CONTRACTOR. 25 SPACE 1.37 0.00 SPACE 26 25 su panel for Itg cont (10) -- 90 3 8.64 5.54 3 60 -- air compressor (10) 26 4 THE CONTRACTOR SHALL VERIFY THAT ALL SWITCHBOARDS �\ 27 OIL FILTER CRUSHER (N,2) 12 20 2 1.37 0.00 SPACE 28 27 -- - 8.64 1 5.54 - -- 28 AND PANELBOARDS ARE PROPERLY LABELED IN THE FIELD. 29 208V/1 PH - 0.00 0.00 SPACE 30 29 1 8.64 15.54 - -- 30 Q TOTAL CONNECTED 5.51 6.63 4.21 KVA 31 sw ay wall recent (10) -- 20 1 1.08 1 1.20 1 1 20 12 BUILDING SIGNS (2,8,9) 32 O TOTAL CONNECTED 45.9 55.2 35.1 AMPS 33 ne ay wall recent (10) -- 20 1 1.08 0.00 1 20 -- spare (11) 34 EXISTING CIRCUITRY IS BASED ON ORIGINAL TOTAL LOAD 16.4 KVA 45.4 AMPS 35 center ay column w recent (10) -- 20 1 1 1.08 1.08 1 20 -- tire storage recent (10) 36 BUILDING PLANS. IF EXISTING CIRCUITS TO REMAIN ARE NOT AS SHOWN ON THE PANELBOARD PER NEC ARTICLE 220 FEEDER LOAD 17.4 KVA 48.4 AMPS 37 evac unit (10) -- 20 1 1.92 1 0.52F 1 20 -- north ay lights (10) 38 SCHEDULES, ARRANGE NEW CIRCUITS BASED UPON ELECTRICAL 39 wall packs (10) -- 20 1 1 0.43 5.51 3 100 -- PANEL LT (N,14) 40 PRESENT LOCATION OF EXISTING CIRCUITS TO PANEL 41 storage east lighting (10) -- 20 1 1.36 6.63 - -- 42 REMAIN SHOWN IN LOWERCASE. 43 SPEEDCO SIGN (2,8,9) 12 20 1 1.20 14.21 1 - -- 44 45 SPEEDCO SIGN (2,8,9) 12 20 1 1.20 0.36 1 20 -- fire alarm (10) 46 EC SHALL MATCH TYPE AND AIC O 4,49 47 outside gfi (10) -- 20 1 1.08 1.08 1 20 -- office - gang recent (10) 48 RATINGS OF EXISTING CIRCUIT HEART SIGN (2) 12 20 1 0.20 1.92 1 20 -- to y/tire al/sm ay lights (10) 50 BREAKERS AND MAINTAIN 51 athrm e haust fan (10) -- 20 1 0.40 10.00 1 1 20 -- spare (11) 52 SERIES RATING OF BREAKERS. 53 south ay lights (10) -- 20 1 0.52 10.00 1 20 -- spare (11) 54 U55 tire storage recent (10) -- 20 1 1.08 10.70 1 20 -- air dryer (10) 56 \0\11 III/// 57 center ay lights (10) -- 20 1 0.52 1.08 1 20 -- office recent 58 �\ C � LPN---�!1i/v 12 GA. 1-5/8" X 1-5/8" STRUT. 59 tire storage recent (10) -- 20 1 1.08 0.40 1 20 -- e haust fan compr rm (10) 60 \�� P ,�\CENs� .,O,A BOLT TO BEAMS WITH 3/8" TOTAL CONNECTED 44.7 38.8 42.4 KVA ?% �%�' BOLTS. WIRES TOTAL CONNECTED 372.8 323.5 353.6 AMPS No 81168 �I TOTAL LOAD 126.0 KVA 349.7 AMPS STANDARD ELECTRICAL CONDUIT PER NEC ARTICLE 220 FEEDER LOAD 127.9 KVA 355.1 AMPS STATE OF ;%'44/\ PANEL MO U N T I NG FILL TO AVAILABLE FAULT CURRENT BASED ON 5 DETAIL ---- \ %/�'��. F�ORIO \ 5 SCALE: N.T.S. BOTTOM CLOSE-UP PLUG ETR- UTILITY PAD TRANSFORMER SIZE AND IMPEDANCE. //// OF MOUNTED TRANSFORMER. TRANSFORMER SIZE: 300KVA THREADS TRANSFORMER IMPEDANCE: 4.01 %Z SEALING EXTERIOR COMPOUND Nathan Connors,P.E. WALL 23,068 License#81168 Harrison French& VERTICAL FLOOR O ACOA#26421 D EXTERIOR SERVICE BUILDING DAM RATED ENCLOSED STEEL ETR- UTILITY METER CIRCUIT BREAKER AND CT CABINET. CONDUIT 21,378 ETR-5 SETS - 3-1/2"C W/ (4)#400KCMIL CU REPRESENTS THE AVAILABLE FAULT CURRENT IN ISOLATED ETR-120/208V, 3PH, 1200A XX,XXX RMS SYMMETRICAL AMPS AT THE RESPECTIVE NEUTRAL BUS (1)#6 BARE CU., 3/4"C. PVC, ROUTE TO TELEPHONE EQUIPMENT CONDUIT SEAL-OFF DIESEL GENERATOR TRANSFORMER, PANELBOARD, OR EQUIPMENT. 4 ISSUE BLOCK NTS RELOCATED -400A/31P 4 05/22/20 ADD#4 EQUIPMENT GROUND BUS DISCONNECT IN NEMA 3R ® #1/0 BARE CU 21,069 REF 3/YE2 BOND TO BUILDING ENCLOSURE. STEEL WITH EXOTHERMIC WELD ETR ETR NEW PANEL MDP NEW PANEL LP4 PANEL LT 1600A JUNCTION 400A 100A FINISHED (1)#1/0 BARE CU, ' MLO BOX MLO MLO GRADE BOND TO METAL WATER PIPE. 120/208V,3 ,4W 110 120/208V,3 ,4W 120/208V,3 ,4W "TD" LIGHT a' FIXTURE o \\ \\ \\ TD - C,925> 4,721 STORE NO. 467 v N r ---- C,2 Uj DOCUMENT DATE: 05/14/19 o ____ ROUTE CONDUIT AS FAR v BACK IN LIGHT COVE AS CHECKED BY: NKC „� PIT POSSIBLE AND TERMINATE AT LIGHT COVE ETR-GROUNDING � PROVIDE SUPPLEMENTAL GROUNDING ELECTRODE GROUNDING ELECTRODE CONDUCTOR ENDS OF FIXTURES ELECTRODE SYSTEM o GROUND ROD(S)AS REQUIRED SYSTEM INSTALLATION SHALL EXIT FOUNDATION AT EDC ETR-3-1/2"C W/ NEW -3-1/2"C W/ NEW-2-SETS -2"C W/ NEW- 1-1/4"C W/ DRAWN BY: CAR IF GROUNDING ELECTRODE SHALL BE IN STRICT GROUND CHASE (4)#500KCMIL, (1)#3G CU (4)#500KCMIL, (1)#3G CU (4)#3/0, (1)#3G, (1)#3 IG CU (4)#3, (1)#8G CU PROTO CYCLE: o HAS A RESISTANCE TO EARTH COMPLIANCE WITH LOCAL #1/0 BARE COPPER CONDUCTOR FROM OF 25 OHMS OR LESS CODES AND/OR AUTHORITY NEUTRAL BUS. EXTEND 20'-0"AT RELOCATE AND EXTEND EXISTING BOTTOM OF FOUNDATION WITH MINIMUM CIRCUITRY BETWEEN _j HAVING JURISDICTION OF 2" COVERAGE DISCONNECT AND PANEL LP4 a� SECTION VIEW EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A SCHEDULES THOROUGH KNOWLEDGE OF ALL DRAWINGS AND PARTIAL ONE-LINE DIAGRAM SPECIFICATIONS IN THEIR RELATED FIELD.THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT NOTES GROUNDINGELECTRODE SYSTEM PIT LIGHT MOUNTING DETAIL RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK a J � � � NTS PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE r N.T.S. NTS ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE � C) TO FAILURE TO FAMILIARIZE WORKERS WITH THIS 0 d� KNOWLEDGE. SHEET: N <> N o YE2 A M LIGHTING NOTES I IFA 1. EXIT SIGN MOUNTING ARCHITECTS ENGINFERS A. WALL FIXTURE: CENTER 12"ABOVE DOOR INTERIORS OPENING. B. CEILING/PENDANT FIXTURE: ON CEILING OR AT HEIGHT SPECIFIED ON DRAWINGS. HARRISON FRENCH C. THE USE OF TRITIUM BASED RADIOACTIVE EXIT & n s s o c i A I E s , I. r D SIGNAGE SHALL NOT BE ALLOWED. 2. EMERGENCY LIGHT INSTALLATION FIXTURE 1705 S.Walton Blvd.,Suite 3 MOUNTING Bentonville,Arkansas 72712 t 479.273.7780 A. WALL FIXTURE: 12" BELOW FINISHED CEILING OR f 888.5209685 +10'-0" IN AREAS OF EXPOSED STRUCTURE UNLESS NOTED OTHERWISE. www.hfa-ae.com B. PENDANT FIXTURE: BOTTOM CHORD OF STRUCTURE OR AT HEIGHT SPECIFIED ON Z W DRAWINGS. Z '0 LL W o Q w oZwa�ZN� C. REMOTE HEAD FIXTURE: HEADS CENTERED U) ¢o ¢ Z WHERE EXPOSED, CONDUIT AND WIRING W X_Z W Q D W J 8?w W S W d'- ABOVE DOOR OPENING +9'-0" UNLESS NOTED w o W SHALL BE ROUTED AT 90 DEGREE o`W'-o Q o w p o 0 OTHERWISE. w�W�Z z CLASSIFIED AREA: CLASS 1, DIVISION 2: ANGLES PERPENDICULAR OR PARALLEL REPLACE ANY MISSING, DAMAGED O o =Q= w Q ENTIRE SPACE WITHIN OIL PIT AND 18"ABOVE TO BUILDING LINES. TYP. OR BROKEN LIGHT LENSES, ELECTRICAL CONNECTION w ¢ (TYP.) K F-J H W 6C w Q I FLOOR LEVEL, EXTENDING 3'-0" HORIZONTALLY SWITCHES AND COVERPLATES O o W W=U o W W uH�O�vZ A. REFER TO MANUFACTURER'S WRITTEN THROUGHOUT THE INTERIOR AND INSTRUCTIONS. ALLOW BATTERY TO CHARGE o Z W IN ALL DIRECTIONS FROM OIL PIT. Q Z 0 z o a¢o J o o o VERIFY SCOPE OF WORK FOR EXTERIOR SIGNAGE EXTERIOR OF THE BUILDING CONTINUOUSLY FOR A MINIMUM OF 168 HOURS _ E o Q Z o J WITH GENERAL CONTRACTOR AND COORDINATE BEFORE INITIAL TESTING. w o'w"i w =w o ONLY THE UNDERGROUND CONDUITS SHOWN ALL REQUIRED ELECTRICAL WORK. B. AFTER EMERGENCY LIGHT HAS BEEN POWERED, ~ Q Z ~o o a o Z �o�000aarao ON THE PLANS SHALL ENTER THE CLASS 1, ROUTE CONDUIT ON INTERIOR SIDE DO NOT TURN OFF FOR EXTENDED PERIODS OF DIVISION 2 AREA OF THE OIL PIT. VERIFY HEIGHT, LOCATION AND FUNCTIONALITY OF WALL, SEAL PENETRATIONS AS o o o o 0 0 o TIME. LID OF EXISTING PHOTO-CELL TO ENSURE PROPER REQUIRED. (TYP. OF EXTERIOR 3. EXIT SIGNS AND EMERGENCY LIGHTS SHALL BE FED z CONTROL OF EXTERIOR LIGHTING WALL MOUNTED FIXTURES) FROM THE SAME BRANCH CIRCUIT AS THAT SERVING �- THE NORMAL LIGHTING IN THAT AREA AND ~ GG, CONNECTED AHEAD OF ANY LOCAL SWITCHES OR U 0 m +13'-6" TIME CLOCKS. >� J z Q a, 18'AFF 18'AFF O > LL 0 J 4. EMERGENCY EXIT ILLUMINATION SHALL BE SUPPLIED = Z Q o FROM STORAGE BATTERY THAT IS TO PROVIDE 90 W Q U MINUTES OF CONTINUED ILLUMINATION IN CASE OF W U m z w LT-3 LT5 PRIMARY POWER LOSS. 0 ry UJI = co J — — — — — — r — — — — — 5. PROVIDE SEPARATE BOXES FOR GANGED SWITCHES z w W Z ON SEPARATE BRANCH CIRCUITS. V 0- U L 9 1 1 1 TYP OF 4 0 ~ W w 6. CONTRACTOR SHALL BE RESPONSIBLE FOR C:) W U O art, I TCD DEMO I ETR ETR ASSURING THAT ALL NEW LIGHT FIXTURES WORK 6 0 a- J TC 1 I r 1 I PROPERLY. REPORT DEFECTIVE OR DAMAGED 0* O0 COMPONENTS TO OWNER. a ------------ I I I 7. CONTRACTOR SHALL PROVIDE ALL LABOR AND GG, I I 1 I MATERIALS TO MAINTAIN BRANCH CIRCUITS TO +3'-6" I I 1 1 ®• •® EXISTING LIGHT FIXTURES THAT ARE TO REMAIN. 1 1 r WHERE EXISTING CIRCUITS ARE ROUTED IN AREAS BEING DEMOLISHED, RE-ROUTE IN NEW CONSTRUCTION AND RECONNECT. 4 DEMO1 I 8. CONTRACTOR SHALL FURNISH AND INSTALL O G, T I F -1I 1 UNISTRUT AS REQUIRED TO MOUNT FIXTURES TO +1 _g X i i Ji DEMO 1 i ®• •® STRUCTURAL MEMBERS. /w 9. CONDUIT AND WIRING IN AREAS WHERE EXPOSED �J D 1 1 SHALL BE ROUTED AT 90 DEGREE ANGLES EM3 1 PERPENDICULAR OR PARALLEL TO BUILDING LINES. O KEYNOTES Q TCD RELO I ETR ETR D I �-, O �I - -- I� 1. CONNECT TO EXISTING CIRCUIT CURRENTLY SERVING AREA LIGHTING. VERIFY EXISTING CIRCUIT I AN ACCOMMODATE NEW L I CAD.O T \ \—@ \\ \�� TYP 1 I I I ETR 2. CONNECT TO EXISTING CIRCUIT AND CONTROLS U I I I I \\ / CURRENTLY SERVING AREA LIGHTING. VERIFY N C O\\ ,�P EXISTING CIRCUIT CAN ACCOMMODATE NEW LOAD. P;' \CENSF •'A i LT-1 m 3. CONNECT TO EXISTING CIRCUIT ROUTED THROUGH i No 81168 I (2OF3) a MA LIGHT CONTRACTOR CURRENTLY SERVING LP4-32 GG T r I c� EXTERIOR LIGHTING. VERIFY EXISTING CIRCUIT CAN LP4 45 ACCOMMODATE NEW LOAD. � : STATE OF �; J J +3'-6" L J I 10 >i / OR 10 �_ wPwP SERVICEP,,% 44J� D BAY C9 4 CURRENTLY SERVING LIGHT FIXTURE.MAINTAIN EXISTING CIRCUITRY AND ONTROLS /��SSioNAL��\\\N I lllllll 5. MOUNT TO BOTTOM OF STRUCTURE. PROVIDE TI TIC UNISTRUT AND ALL NECESSARY HARDWARE TO DEMO ETR ETR ATTACH LIGHTS AS NEEDED. DO NOT SUSPEND WITH NON-RIGID MATERIAL SUCH AS, BUT NOT LIMITED TO, TC Nathan Connors,P.E. AIRCRAFT CABLE OR CHAIN. D FID License#81168 LT-1 Harrison French& 6. REFERENCE ARCHITECTURAL ELEVATIONS FOR Associates,LTD (3 OF 3) y LOCATION AND MOUNTING HEIGHT FOR SIGNAGE. COA#26421 y 5 T I i '1 ROUTE CIRCUIT THROUGH EXISTING 12-POLE TYP 8 I I �\ /� I LIGHTING CONTACTOR. LT-1 TYP OF 3 co (1 OF 3) 7. ROUTE SWITCH LEG AND HOT LEG OF LIGHTING m TDCIRCUIT-�- ETR 7 INVERTER ROEFE TO MANIUFACTURER S WIRING EM3 I.69 coO DIAGRAM. co / T I �, � GG X I DEMO 8. ROUTE CIRCUIT FOR HATCHED LIGHTS THROUGH — I MINI-INVERTER LOCATED IN LOBBY. E.C. SHALL +13'-6" � MI, MOUNT INVERTER 3" PROVIDE ALL WIRING REQUIRED FOR DIMMING ISSUE BLOCK D BETWEEN LIGHT FIXTURES AND INVERTER. REFER BELOW CEILING. TO MANUFACTURER'S WIRING DIAGRAM. 40 05/22/20 ADD 4 TO RECEPTACLE FOR RE-CIRCULATION FAN. 9. PROVIDE SEAL-OFFS WHERE CONDUITS STUB UP +3' 6" ETR GG ETR REF DETAIL 1/YE4. LOBBY FROM CONCRETE AT WALL FOR OIL PIT LIGHTING. - TC TC ETR O I �L CONDUITS SHALL BE GRC OR IMC. REF DETAIL 4/YE2 2 DEMOFOR CONDUIT SEAL-OFF DETAIL. i O 10. EXISTING TO REMAIN 3-WAYS SWITCHES. MAINTAIN NEW- EXISTING LIGHTING CONTR L FOR EXISTING TO PANEL LT O REMAIN LIGHT FIXTURES IN SERVICE BAY. WIRE ETR- SWITCHES WITH NEW 3-WAYS SWITCHES IN SERVICE T4 E PANEL W BAY. O LP4 CHANGING STORE NO. 467 ROOM MOUNT TO BOTTOM w OF STRUCTURE • O DOCUMENT DATE: 05/14/19 M CHECKED BY: NKC WP J GG, O J WP O DRAWN BY: CAR LU 0 +13'-6" U 0 6 o O LP4-49 (DLP4-43 TYP OF 4 PROTO CYCLE: U d- 4 LP4-10 4 Y � N LIGHTING FLOOR PLAN LIGHTING FLOOR PLAN Q J CD v SCALE: 3/16" V-0" c o co w SHEET: CD >1 YE3 co (6 O� KEYNOTES I YFA 1. INSTALL AN EXPLOSION PROOF 20A 120V ARCHITECTS RECEPTACLE WITH TOP AT 16"ABOVE BOTTOM OF ENGINFERS PIT. REPLACE PLUG ON SUMP PUMP CORD WITH MATCHING EXPLOSION PROOF CONNECTOR. ROUTE INTERIORS GRC OR IMC CONDUIT IN SAME TRENCH USED FOR THE OIL PIT LIGHT FIXTURES. PROVIDE SEAL-OFFS WHERE CONDUITS STUB UP FROM CONCRETE AT HARRISON FRENCH WALL. REF DETAIL 4/YE2 FOR CONDUIT SEAL-OFF & n s s o C i A I E s , I. r D DETAIL. 1705 S.Walton Blvd.,Suite 3 2. USED OIL CONTROL SWITCH. REF OIL DRAWINGS FOR Bentonville,Arkansas 72712 SPECIFIC DETAILS. t 479.273.7780 2 ��. f 888.520.9685 3. JUNCTION BOX FOR USED OIL AN ALARM. INSTALL (1) 1" CONDUIT W/(1)#14 AWG CONDUCTORS IN EACH «w•hfa-ae.com TO OIL MONITOR CONSOLE. 4. OIL MONITOR CONSOLE, PROVIDE HOMERUN TO 0 z ELECTRICAL PANEL AS INDICATED WITH (1) HOT, (1) w O Q= o w o wZwa�ZN� w(J- o W H Z w NEUTRAL, AND (2) GROUND. PROVIDE (2)#18 AWG D w J o��X w> �QZ CONDUCTORS TO EACH OIL TANK SENSOR. w w= w v� J o uw U O OLL¢U w U O O 5. ROUTE 1 3/4" CONDUIT FROM OIL MONITORING O =a w~a m O m w w s U ON O w n O Z CONSOLE T EACH OILTANK FOR TANKPR BE AND z0 SENSOR. TERMINATE AT JUNCTION BOXES LOCATED Q o Z w LL U LL~w d in Z�Oz E3w O00 ON TOP OF TANKS. REF OIL DRAWINGS FOR SPECIFIC Q Z E�o a¢o o 0 0 DETAILS. ��aZo O�= � Naz�LL�ooaoz CLASSIFIED AREA: CLASS 1, DIVISION 2: 6. PROVIDE (1) 1" GRC CONDUIT TO ABOVE GROUND U) o S o 0 o a a a S ENTIRE SPACE WITHIN OIL PIT AND 18"ABOVE USED OIL TANK FROM FUEL MONITORING PANEL. REF AUTOMATIC OVERHEAD OPERATORS: FLOOR LEVEL, EXTENDING 3'-0" HORIZONTALLY SHEET YE5 FOR ROUTING. TWO BUTTON CONTROL STATION (OPEN AND CLOSE) IN ALL DIRECTIONS FROM OIL PIT. LID z PROVIDED BY MANUFACTURER. ENSURE ALL LOW-VOLTAGE WIRING IS INSTALLED PER 7. DOUBLE GANG BOX MOUNTED AT 48" FOR � O_ � MANUFACTURER'S SPECIFICATIONS. ALL LOW DIAGNOSTICS STATION. ROUTE 1" GRC CONDUIT � off$ ONLY THE UNDERGROUND CONDUITS SHOWN WITH PULL STRING FROM BOTTOM OF JOIST TO C`7 O 0 c VOLTAGE TO BE ROUTED IN CONDUIT. COORDINATE 0 cfl ALL WORK WITH GENERAL CONTRACTOR, TYP. ON THE PLANS SHALL ENTER THE CLASS 1, DOUBLE GANG BOX FOR DATA CABLES. PROVIDE J Z_ Q rn DIVISION 2 AREA OF THE OIL PIT. o 0 0 o SEPARATE 1" GRC CONDUIT FOR POWER TO GFIC LL p J O 0 RECEPTACLE. _ Ld Q U c O O 10 10 8. LABEL EACH SWITCH COVERPLATE USING CLEAR U) U m Q w EF-1, EF-2, 6 THERMAL TRANSFER (ELETRIC DYMO) LABELS WITH z W � = co co 17'-0" WP/WR/ /2\ 17'-0" — O q AFF GFCI, +5 46�� AFF O 2 O O 1/8" HIGH LETTERS. V 0 U � Z 9. MOUNT POWER FOR OVERHEAD DOOR OPERATOR (n I— C V �i TO BOTTOM OF PURLIN, COORDINATE FINAL O LL1 1 = w J J - LOCATION WITH CONSTRUCTION MANAGER. O O tl C7 0 LT-10 LT-12 c/� J N LL a O 2 10. EXHAUST FAN WITH FACTORY INSTALLED a �- ADO-5 LT-8 3F — — 4 4 DISCONNECT. a LT-7,9 13 14 11. RECEPTACLE FRO RE-CIRCULATION FAN MOUNTED 9" 10 J BELOW CEILING. RECEPTACLE TO BE CONTROLLED EF-3, WP/WR/ I BY OCCUPANCY SENSOR CONTROLLING CHANGING so 10'-0" GFCI, +54" ROOM LIGHTING. REF DETAIL 1/YE3. _ O® JOO Q AFF LT-14 - -- - 12. EXTEND EXISTING CIRCUIT TO NEW LOCATION FOR O 2 RELOCATED EQUIPMENT. 00 J 00 13. JUNCTION BOX FOR USED OIL SOLENOID. INSTALL (1) y 1" CONDUIT W/(2)#14 AWG CONDUCTORS IN EACH 00 J 00 TO OIL MONITOR CONSOLE. 9 THIS LOCATION TO THE OIL WATER SEPARATOR ON RELOCATED 00 J 00 SITE FOR ALARM WIRING. REFER TO SHEET YE5 FOR O WELDER, ADDITIONAL INFORMATION. NEMA 6-50R GFCI, ��L LP4-2,4 — +54 3/4"C,(2)#6, 1 LT-2 (1)#10 G JIM tA C 0 IN :0� WP/WR/ GFCI, - ---- GFCI, +54" +54" MADDENCO GFCIO EQUIPMENT = * ; No 81168 TYP OF 8 %� :�` STATE OF LT-6 5 L I IO - I — 8 — /��S:;COR10P��G�N TYP OF 2 LT-16-44 Ll LT-18 SERVICE � a BAY Nathan Connors,P.E. License#81168 1 Harrison French& Associates,LTD COA#26421 WP/WR/ GFCI, GFCI, +54" +54" RELOCATED 4 WELDER, NEMA 6-50R J LT-27,29E -1 GFCI, 1' LP4-6,8 +54" 3/4"C,(2)#6, TIRE BALANCER ISSUE 09BLOCK 9 (1)#10 G LT-4 (RELOCATED) 2 091319 ADD 2 J CHANGING J 30A/3P, 4 05 22 20 ADD 4 11 ROOM NEMA-1 TIRE SPREADER NEW J-BOX TO SPLICE AND (RELOCATED) LOBBY RELO- EXTEND CONDU TS TO ELECTRICAL RELOCATED EL EC ICAL EQUIPMENT EQUIPMENT. 12 GFCI, W P/W R/ STORE NO. 467 � WP/WR/ GFCI, +54" NEW 11 O v PANEL E2 DOCUMENT DATE: 05/14/19 w GFCI, +54" REF 5/YE2 _LO LT-11,13 7 RELO - J � REPLACE ANY MISSING, DAMAGED OR BROKEN CHECKED BY: NKC Cl- ETR- RECEPTACLES AND COVER PLATES THROUGHOUT ELECTRICAL PANEL 2 THE INTERIOR AND EXTERIOR OF THE BUILDING. DRAWN BY. CAR U) EQUIPMENT ADO-6 LP4 46" 0 46" J 0 PROTO CYCLE: o RELO- J J J J — EXISTING SECURITY SYSTEM TO BE MODIFIED BY DISCONNECT FFvAOTHERS. COORDINATE DISRUPTIONS AND d 2 2 CONNECT TO LIGHTING NECESSARY MODIFICATIONS TO THE SECURITY O GFCI, +54"WP/WR/ 3 O O O CIRCUIT SERVING LOCKER SYSTEM WITH GENERAL CONTRACTOR. POWER 3 NEW J-BOX TO SPLICE AND ROOM. REF DETAIL 1/YE3. EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A FLOOR v j 2 EXTEND CONDUCTORS FROM THOROUGH KNOWLEDGE OF ALL DRAWINGS AND PLAN PANEL MDP IN C-STORE TO SPECIFICATIONS IN THEIR RELATED FIELD. THE FAILURE TO Q_j RELOCATED DISCONNECT. ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT o v RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK o w POWER FLOOR PLAN PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE04 SHEET: N 1 ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO M SCALE: 3/16" 1'-0" YE4 �, o FAILURE TO FAMILIARIZE WORKERS WITH THIS KNOWLEDGE. co OKEYNOTES I YFA 1. INSTALL 1" GRC FOR TANK PROBE AND SENSOR ARCHITECTS FROM FRANKLIN FUEL MONITORING PANEL. ROUTE ENGINFERS CONDUIT ALONG FUEL PIPING. REFER TO OIL 0 0 4 DRAWING FOR MORE INFORMATION. INTERIORS2. PROVIDE AND INSTALL 3/4" CONDUIT FROM WATER PROOFJ-BOX TO FRANKLIN FUEL MONITORING HARRISON FRENCH Ep'__�EXISTING LIGHT POLE TO BE RELOCATED. PANEL LOCATED IN THE TIRE SHOP. SEE SHEET YE4 & ASSOCIATES , LTD O / (D PROVIDE LOAD RATED JUNCTION BOX AT FOR CONTINUATION. DEMOLISHED LIGHT POLE LOCATION. 1705 S.Walton Blvd.,Suite 3 EXTEND/REROUTE EXISTING CIRCUITRY Bentonville,Arkansas 72712 TO NEW LOCATION AS REQUIRED. t 479.273.7780 I f 888.520.9685 www.hfa-ae.com O W Z W O O m B�oa W �Zuia�Zw� U) Z) o w>w o W LL =H w Z O N n�JOUJ O O pUnO¢U W H Z H U Z= LL w 2 w�Q��O OK H J H&3 K W¢=N Q o�— V Q C'JUQ~Of2r OUOOp J Z E�o a¢ a W d Q z.f-n of, n¢z�LL� =z O E LL zz of w pz O O U o 0 0¢a ¢O Z M 0 Q C6 J � = W Q U O (n U m z w (D � w� i Z W v _ Y O w z U o F_ L) p w = 112 (D o C\1 ILL 0 0 U) J y �1 � y H No 81168 � 2K ABOVE GROUND STATE OF �� : % USED OIL TANK O� `,03 F llllll 1 O g Nathan Connors,P.E. 0 O License#81168 Harrison French& Associates,LTD OO COA#26421 ISSUE BLOCK 4 05/22/20 ADD 4 x x x + � k X X x x x x x x x x x x x x x on 4 • x • STORE N0. 467 Lo LU Lo • x x DOCUMENT DATE: 05/14/19 o x x CHECKED BY: NKC w • DRAWN BY: CAR x x x x x U O z PROTO CYCLE: O U v SITE POWER EACH SUBCONTRACTOR IS RESPONSIBLE FOR HAVING A THOROUGH KNOWLEDGE OF ALL DRAWINGS AND PLAN SPECIFICATIONS IN THEIR RELATED FIELD.THE FAILURE TO ACQUAINT HIMSELF WITH THIS KNOWLEDGE DOES NOT > RELIEVE THE RESPONSIBILITY OF PERFORMING HIS WORK E PROPERLY. NO ADDITIONAL COMPENSATION SHALL BE a o v SITE POWER PLAN ALLOWED BECAUSE OF CONDITIONS THAT OCCUR DUE TO FAILURE TO FAMILIARIZE WORKERS WITH THIS N 1 KNOWLEDGE. SHEET: N , SCALE: 1" 10'-0" co YE5 j Cl) t v 1 LOVES ~```•�, _ _ HARRISON FRENCH 1705 S.Walton Blvd., Suite 3 STORE 467 "••, Bentonville,Arkansas 72712 ® .P t 479.273.7780 •- f 888.520.9685 � www.hfa-ae.com Travel top 200 S KING ' S HWY W z J w w O¢ w F LL Oa~J¢ww r0n wQuntrtores z O}E �U�0 O < o� w —~ F T P1 C 3 3 w 0wo i. , � zFO—�wz�� UR ER E FL 4945 Q c00 z��o}000 I a O Q Z w F a O O a O z i , I CnSAINT LUCIE COUNTY , FL o��soaa�a� ■ yY — ---------- LOJ ~ 't LU M Q m- R a) Ale- M 0 4 IL UJI LLi1 !,. * s ,•mat-mob 2 W 0 z LU U z VICINITY MAP o w NOT TO SCALE CD w o o ON ILL. C/) y GENERAL NOTES SHEET LIST C0.0 COVER SHEET 1. CONTRACTOR SHALL HAVE ONE SIGNED COPY OF THE APPROVED PLANS AND THE YCV1 EXISTING GRADES APPROPRIATE STANDARDS AND SPECIFICATIONS ALONG WITH A COPY OF ANY YCV1.1 SITE PLAN NORTH PERMITS AND AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES. YCV1.2 SITE PLAN SOUTHWEST �■�1 YCV1.3 SITE PLAN SOUTHEAST 2. CONTRACTOR SHALL MEET OR EXCEED ALL SITE WORK SPECIFICATIONS AND YCV2 GRADING PLAN APPLICABLE STATE AND FEDERAL REGULATIONS FOR ALL MATERIALS AND YCV2.1 UTILITY PLAN O CONSTRUCTION. YCV3 DETAILS SHEET �M 0 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY DURING CONSTRUCTION. 4. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS IS ENCOUNTERED. 5. NO REVISION SHALL BE MADE TO THESE PLANS WITH OUT THE WRITTEN APPROVAL OF THE ENGINEER OF RECORD. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CONTACTS CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 7. ANY REFERENCE TO PUBLISHED STANDARDS SHALL REFER TO THE LATEST o << REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. OWNER = No 79462 LOVES 8. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES OKL N. A CITY, 20 STATE OF ;I = AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO OKLAHOMA CITY, OK 73120 ,�:,,F �� KEVIN MCLLVAINE � � '�oRi ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. �/� Ssio A CIVIL ENGINEERING ?� ryan.gi1104121/202011:13:09 AM HARRISON FRENCH & ASSOCIATES, LTD 0 1705 S. WALTON BLVD., SUITE 3 BENTONVILLE, AR 72712 Daniel Ryan Gill,P.E. coo License#79462 o (361) 273-7780 Harrison French& RYAN GILL Associates,LTD COA#26421 M 0 N w ISSUE BLOCK OTP 08-13-19 N N ADD-3 11-22-2019 CD A3 ADD-4 4-22-2020 L O Il Cd E 3 V 0 0 0 .y REVISION CHART L STORE NO. 467 o DOCUMENT DATE: 10/17/19 A# TITLE DATE NOTES: CHECKED BY: WFM U ADD-3 11/22/2019 Revised per County comments. DRAWN BY: ENH ° Know what's below. ADD-4 4/22/2020 Revised per County comments. PROTO CYCLE: L I` L ® Call before you dig. Ea m COVER O THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHEET M � SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN N NDEPENDENTLY VERIFIED BY THE OWNER OR ITS cc � REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE N XACT LOCATION OF ALL EXISTING UTILITIES BEFORE CD N M OMMENCING WORK,AND AGREES TO BE FULLY SHEET: ESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE N M CCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY OCATE AND PRESERVE ANY AND ALL UNDERGROUND C0 . 0 QJITILITIES. / / I A HARRISON FRENCHSSOCIATES , LTD SCALE 1705 S.Walton Blvd., Suite 3 10 0 10 20 Bentonville,Arkansas 72712 t 479.273.7780 f 888.520.9685 1 inch=10 ft. www.hfa-ae.com LU I 21.0 - W O-i�Qm O YwO�> az9UZ ow W. l`O 1 �EFZO' LLOOD. 0 aE��n�wwwayzQoaww LL a¢tJApW?pwx >< \ 4, 5 o O 3inwd5pzzN=zrz _ UU �Qwg<wUOOQ O - =Z O Q O R LL W U W w�;= I F 00 LLOO w-iCEwQi- I LO Q ' 22.0 cme o d. 0 o I MLd � J L1J M LL Ui rn U 0ILI s z2° Z LU V z [} Y L U f- U)LLU L,LJ o � 0- 0 - — -- — - - w (V L.L r / — O i r J X X X X X X k k a +�+X X Y o w O I s 0 h LI N O] •.» I O � � o - III I X L IL X w O C , I O. X , 4 I a o I: X I. X �. X I k I L1C w - w + ! I I1,J1 - c .� +""1i a • r�� I i. •- ai—ra ..r.3i. T �• w o I 22.0 ----------------- o i I ISSUE BLOCK / \ OTP 08-13-2019 LO \ \ I ADD-3 11-22-2019 O / -w 3 1 1 W 1 I / o Li14 / is E \ y u - i o I STORE NO. 467 ; 2 0 N y DOCUMENT DATE: 8/13/19 c ! U w i CHECKED BY: SAB U o DRAWN BY: SSA PROTO CYCLE: r`u- 3 J 3 a `N 24 0 0 EXISTING D ; GRADES SURVEY PROVIDED BY: Co CULPEPPER&TERPENING,INC. N O p C) 2980 S 25TH ST FORT PIERCE,FL 34981 SHEET: NC621.0 -- i 772-464-3537 Cq M , YCV1 09 Z N89`38'46"E 56.61' SITE DATA SITE AREA 22.3 ACRES(971,535 SF) N 89'38 i "E FUTURE LAND USE MXD(MIXED USE DEVELOPMENT) ARCHITECT EXISTING ZONING IL S I X _ X _�� TOTAL BUILDING AREA 865 S RBED WIRE FENCE TOTAL 2,100 SF ROPOS D) \ x JUNCTION C.L.F. & MAX BUILDING HEIGHT BLDG. LOT COVERAGE 27,185 SF OR 2.80%(509%.MAX) 4 0 x_x_ I g x USE DATA EXISTING USE �s\O FAST FOOD RESTAURANT 2,854 SF HARRISON FRENCH 1 CONVENIENCE/RETAIL 7,148 SF & A S S o c 1 A 'r E S , r. '1' D Wo Aln �' \`c x\x � AUTO FUELING STATIONS 16 FUELING POSITIONS CL T , 63 1705 S.Walton Blvd., Suite 3 I POSED SE Bentonville,Arkansas 72712 Z x\,\�� VEHICLE MAINTENANCE 2,100 SF 30 20 10 0 10 20 30 40 50 \ \x\\ 25 1s s t 479.273.7780 x\\ PARKING DATA f 888.520.9685 FAST FOOD RESTAURANT 25 SPACES(FAST FOOD 8.66/1,000 SF) \ '6 www.hfa-ae.com AUTO FUELING STATIONS 58 SPACES(SUPER CONVENIENCE MARKET 8.11/1,000 SF) kill/ VEHICLE MAINTENANCE 6 SPACES(LIGHT INDUSTRIAL 0.65/1,000SF) )A44 SCALE: 1 inch 30 ft. Illua TOTAL PARKING REQUIRED 9 SPA S TOTAL PARKING PROVIDED 1 AC AUTO/RV+\\ TRUCK PARKING 1188 SPACES W LL 5-0 o w w o o w HANDICAP PARKING REQUIRED 4 SPACES o Lj�'5 0 0 LL z o z a o \ + \ HANDICAP PARKING PROVIDED 5 SPACES W o w p Z .-, LL pfn�n W zF-20Z(n� Hp waz�F-z w LEGEND a(L�z0- w0oo�w0 BUILDING SETBACKS �EESwwtw<wwm w `\ of LL�� nF wLuccwzoaw O wwU' + PROPERTY LINE nwozwu LLx>p FRONT 25' 118' — — Z O \ O REQUIRED PROVIDED LL a s<n o w o W LL a p \ \\\mlu\+ �� REAR 20' 281' O �cnwoio�zz�'=ZPz z E- 0 SIDE 10, 246'NORTH&131.2'SOUTH CONCRETE CURB Q z LL of�Z F Q Z Q�Z o I<Alt� of J �a�Zpa�O�woO�� / p + 76s OPEN SPACE DATA X X FENCE CHAIN o7)WoZ)FTawcnowoa \oul/rr\\ ( ) _ _ _ _ _ _ _ _ = STORM PIPE H o Aq. TOTAL SITE AREA 22.3 ACRES 971,535 SF D a z 0f a a o W a m�w n n \ 2 Z 0 0 o 0 0 X W U W W 2 I NS%��%/�6/iE �,�� \ IMPERVIOUS AREA 11 ACRES(478,804 SF) � �opoLLoow��a� I \ TOTAL OPEN SPACE 11.3 ACRES(492,730 SF) --oE-----OE--— OVERHEAD ELECTRIC CABLE a ' PERVIOUS AREA 7.9 ACRES(343,678 SF) \ +\ LAKE AREA 3.4 ACRES(149,052 SF) w N�o BOUNDARY LINE LO ti p \ BUILDING HEIGHTS `11- 0 CID p +\ AUTO GAS CANOPY 20' 0" SAW CUT O \ wl + — CATCH BASIN\ TRUCK GAS CANOPY 21'-0" � � c� I CONV./RETAIL BLDG. 22'-6" M i - - -- - - - - - - - - - - - - - - - - - - - - - � — — — — — \ I + + VEHICLE MAINTENANCE BLDG. 22'-11" ❑ II II \ + \ AREA LIGHT LL w M I I \ ill \ — I wo I ® ELECTRIC PANEL = LLB \ \ 1 \ O w + \ WOODEN POLE FOR ELECTRIC CABLE ca • III \ + + ♦ METAL POWER POLE Z LLI Q Z + NOTE:CONDITION OF APPROVAL-ALL CATEGORY I INVASIVE 3.86 I \+ \\ PLANTS WILL BE REMOVED PRIOR TO CO APPROVAL. IRRIGATION VALVE Y w U I 1 U) w LLI WATER VALVE 4 O O w n/I II/�r \ WATER HYDRANT Q 0 r/) /aiml�\e\ "l N v J I • �� \ + r ® WATER METER I o • � ',.� � SANITARY MANHOLE \ II, / • �\ \+ \� SANITARY CLEANOUT \ \ I + \ 0 STOP SIGN ►^\j V 12.5' I \ / BOLLARD(TYPICAL METAL POST) O I I \ +\ \ ® WET WELL \ ( + +x. O Ld I w _ A/, I w I � / I I I w \ I + 0 +• \ / \. Lw \+ + I RE \ \ + I I I I I I • \+ I o I I I \ \ \ _ No 79462 ; ,t I � ' \ ' STATE OF w �( + 0 11 - - - - - _ I \z I \ + Q LI.I LL • ■ \ ryan.gi1104/21/202011:12:43 AM 21 \+ \ Daniel Ryan Gill,P.E. License#79462 r1- ( �� `-� � F- o ` % \ + Harrison French& �p - - - � CV i p\ \+ 0 0 — — — —� 9viellw a \ \ ACOA#26421 D \u a II - N o ( I \\\uu,/ \twl \\o ISSUE BLOCK j — — — —� / — I �� + OTP 08-13-2019 LO I — ril o ■ I \ ADD-3 11-22-2019 o • N • I I I ADD-4 4-22-2020 04 4 • \ \\ 0 WO L — LL I 25 I \ O ®�0a00000Ao®o"® o O Q I ® O \ 000®�0000®B6 o 0 10 o ° o STORE NO. 467 AO@B® o i C� \ ICI I " O DOCUMENT DATE: 8/13/19 18' 87.15' • CHECKED BY: WFM > 40' U W o I� o i I x I x ®01100f,OpAv DRAWN BY: ENH CD ®0 o I ; • • .' \'X"—'— —'— PROTO CYCLE: E I o g EXISTING CONVENIENCE B®®®®AAi a • O STORE/RETAIL co 2I 7,148 SF x E a 1 D 22'-6"BLDG. HEIGHT I O z SITE (n o I I J I o " ' E� A I I I x PLAN NORTH ° I; c z M � I QliW 1 o `°CD 0 \ � co II II K I' O I Y 0 o J ; C14 ri I I D W 'a I I x SHEET: 69 z I Of o `Q o O MATCHLINE 0 N 8 I I 2 YCV1 1 Q • ARCHITECT ENGINEER HARRISON FRENCH & A S S O C I A 'r E S , L T D 1705 S.Walton Blvd., Suite 3 Bentonville,Arkansas 72712 3025 2015 10 5 0 10 20 30 40 50 t 479.273.7780 f 888.520.9685 www.hfa-ae.com SCALE: 1 inch 30 ft. w ww y�j O j J?m� � J F- IhIh / / U) O —U 0 azoz¢ I `A _ __ �V \+ LL V -' 0,1 0 Ur Z(n� I I do © W w pK-F-O wwa ; F I / �� ° I LEGEND �EP°� waoo�w° co '10 OF uwa�zpow I w — — — Q ww>�zN� wacn�m LL awU�=a> 0 I 1 PROPERTY LINE ZO -,W o a LL L.L o=o a 18' 87.15' 11E CONCRETE CURB zLL��a~�z m-n�z p \x\\XQ Q�Z<W-<w6 <wE<z �-aw000a w 40' o I J �¢ZwOa�2DZIX Xx X X FENCE CHAIN �a�zWa��wwoo�� I � ppwOm a��nOwO¢ 1 = - - - - - - _ — STORM PIPE F_ 'oop-0oowwuwwam 2 Z 0 a O LL w w U w w 2 x 1 • • — X .—.— _x_ —--OE-----OE--— OVERHEAD ELECTRIC CABLE w $ EXISTING CONVENIENCE TOP OF BERM � w O • O STORE/RETAIL I BOUNDARY LINE 7,148 SF CID IIE�P z 22'-6"BLDG. HEIGHT I _ SAW CUT LINE 0') O 0 = ElCATCH BASIN co a0 w M I I I AREA LIGHT LL W C • O D U i t I I ® ELECTRIC PANEL = L Cn Y a I I Z �o WOODEN POLE FOR ELECTRIC CABLE I I I U � ,a I I - _ ♦ METAL POWER POLE z W Q Z z I q I I Q �a IRRIGATION VALVE Y w t` I MATCHLINE II • N II L U) v^, WO WATER VALVE OLL O WATER HYDRANT NEXISTING FAST OW FOOD RESTAURANT WATER METERo ® LLN 22'-6"BLDG.HEIGHT x I I I I O SANITARY MANHOLE ° Yi II II H SANITARY CLEANOUT \0 I I 0 STOP SIGN N �_ Y x I I BOLLARD(TYPICAL METAL POST) O 4 �+ I I I ® WET WELL O O I d • • 651 11 90 65 0j 6 • II N N I I C' SITE DATA I a � 1 11 � 0 20' . 1x SITE AREA 22.3 ACRES(971,535 SF) FUTURE LAND USE MXD(MIXED USE DEVELOPMENT) O • � I � / EXISTING ZONING IL S7OR2.80"/. TOTAL BUILDING AREA ,865 S/ MAX BUILDING HEIGHT 0 10' • Ix / --_= BLDG.LOT COVERAGE 27,185 SF (50%MAX) 4 REPLACE NATIVE TREE THAT WAS REMOVED • / FROM DEMOLISHED ISLAND IN THE SODDED = USE DATA 5 AREA. - - -------_—_ // EXISTING USE 0 � I 31 �/ 74.91, �� -_ -- = FAST FOOD RESTAURANT 2,854 SF �� / • x / __ _ 7 1� -------- CONVENIENCE/RETAIL 7,148 SF i 4 V 5 80 // 4 51.15' T a 6- 11 =__-__----- - = AUTO FUELING STATIONS 16 FUELING POSITIONS Q CL T • // '4'� -- - POSED SE 0 // �C o p _ I _ - VEHICLE MAINTENANCE 2,100 SF ; •.: R3 ° - ------ - - PARKING DATA FAST FOOD RESTAURANT 25 SPACES(FAST FOOD 8.66/1,000 SF) ° ................................... o / / e N 1 0FA ° ° \ 11 - - = i __ AUTO FUELING STATIONS 58 SPACES(SUPER CONVENIENCE MARKET 8.11/1,000 SF) ° VEHICLE MAINTENANCE 6 SPACES(LIGHT INDUSTRIAL 0.65/1,000 SF) 4 CO TOTAL PARKING REQUIRED Q9 SPAQFS PROPOSED \ 1` -----___-- _ -_ TOTAL PARKING PROVIDED VEHICLE �2MAINTENANCE 2,100 SF AUTO/RV PARKING 78 SPACES \y R Yq AV 0 \ CO oM \ `1 HANDICAP A KIING REQUIRED 41S AC SES \�OY' / TRUCK PARKING 1 __ 10 •; // 70,25' 11 - HANDICAP PARKING PROVIDED 5 SPACES • _ No 79462 ,t / RE-STRIPE CROSSWALK AFTER ° 7.34' ° • Y PAVEMENT REPAIR �I�, p BUILDING SETBACKS • • / 6.45' - 0.14'— 11 REQUIRED PROVIDED �'`` STATE OF �� ° • • // 1 FRONT 25' 118' • �`` • // --4 REAR 20' 281' ` w o • • �/ i � a � � 1;` SIDE 10' 246'NORTH&131.2'SOUTH • % ° 1 OPEN SPACE DATA ////SS/� TOTAL SITE AREA 22.3 ACRES(971,535 SF) Uj 3 9) 11 IMPERVIOUS AREA 11 ACRES(478,804 SF) ryan.gi110 4/21/2 0 2 01 1:12:35AM p 0 2. �D EXISTING VEHICLE ih 1` TOTAL OPEN SPACE 11.3 ACRES(492,730 SF) 1 i MAINTENANCE 6,763 SF n 11 PERVIOUS AREA 7.9 ACRES(343,678 SF) p e f 22'-11"BLDG.HEIGHT °D LAKE AREA 3.4 ACRES(149,052 SF) Daniel Ryan Gill,P.E. w BUILDING HEIGHTS License#79462 0 1 5.15' AUTO GAS CANOPY 20'-0" Harrison French& fD ItI TRUCK GAS CANOPY 21'-0" Associates,LTD CD 6.93' COA#26421 co 1 i OO OO CONV./RETAIL BLDG. 22'-6" o� 1 po VEHICLE MAINTENANCE BLDG. 22'-11" 70.25' O O • ° noISSUE BLOCK 0f o RELOCATED ADA PARKING SPACE AND \ I ILE _ _ OTP 08-13-2019 ADJACENT STRIPING 1 N i � �SS NOTE:CONDITION OF APPROVAL-ALL CATEGORY I INVASIVE ° PLANTS WILL BE REMOVED PRIOR TO CO APPROVAL. ADD-3 11-22-2019 i � N RELOCATED ADA SPACE STILL HAS A CLEAR `� I ° - 4 ADD-4 4-22-2020 o w ROUTE TO THE BUILDING WITHOUT CROSSING 55' 4 BEHIND VEHICLES. 18' LOADING SPACE • w I p � I • U y O r - -OE-----OE-----OE-----OE-----OE- OE----- -- --OE-- --OE-- --OE-----OE-----oE-----OE-----oE-----OE-----OE OE-- -CE-----OE---- OE-----OE-----0 ----of-----0 ----oE-----OE-----oE-- OE ---OE-----OE- ---OE-----OE-----OE-----OE OE--- OE O w 0 STORE NO. 467 FL 0 40 o A WA �� W� WA WA WA W WA WA V1A WA WA TWA W� WA WA WA �FL W ECf1�L WA WA WA WA DOCUMENT DATE: 8/13/19 0 w w • • • ACKFLOW CHECK VALVE 0 0 22.s2 2z.as CHECKED BY: WFM BA ��w BACKFE/MELiMCIVECWEV VE U • • DRAWN BY: ENH m • • • I I 0 o Q PROTO CYCLE: o U_ a`) ai L U �� w (0 Z E o o L N L.L. I 0 IU- SITE o r o PLAN SOUTHWEST E J '4 � I CD 66 o 11111. 590'00100"W 1589,041 CD N � N ri 0 0 SHEET: N C'7 I I Q 0 - I � YCV1 .2 I 01\ \ \ ARCHITECT \ SITE DATA ENGINEER SITE AREA 22.3 ACRES(971,535 SF) • FUTURE LAND USE MXD(MIXED USE DEVELOPMENT) \ EXISTING ZONING e7F� \ \ TOTAL BUILDING AREA 100 SF ROPOS D) + MAX BUILDING HEIGHT HARRISON FRENCH BLDG. LOT COVERAGE 27,185 SF OR 2.80%(50%MAX) 4 & A S S o C I A 'I' E S , 1. '1' D USE DATA 1705 S.Walton Blvd., Suite 3 EXISTING USE FAST FOOD RESTAURANT 2,854 SF Bentonville,Arkansas 72712 \ \ CONVENIENCE/RETAIL 7,148 SF 302520 15 10 5 0 10 20 30 40 50 t 479.273.7780 AUTO FUELING STATIONS 16 FUELING POSITIONS f 888.520.9685 \\ \ CL T 6OSED SE 3 \ PVEHICLE MAINTENANCE 2,100 SF www.hfa-ae.com \ + SCALE: 1 inch 30 ft. 4 \ \ PARKING DATA FAST FOOD RESTAURANT 25 SPACES(FAST FOOD 8.66/1,000 SF) , w F K J� o AUTO FUELING STATIONS 58 SPACES(SUPER CONVENIENCE MARKET 8.11/1,000 SF) LL FU) LU w w O x \ \ VEHICLE MAINTENANCE 6 SPACES(LIGHT INDUSTRIAL 0.65/1,000SF) °w o o z z TOTAL PARKING REQUIRED 9 SPA S w w=o w-6� _-z TOTAL PARKING PROVIDED 1 AC LEGEND a a H z d -'O p oH OU \ AUTO/RV PARKING 78SPACES p w��wNrawa��m TRUCK PARKING 118 SPACES PROPERTY LINE Z 0 w D z��w ow? v w c�C)a;aoj; a<UJ HANDICAP PARKING PROVIDED 5 SPACES O � n z°'o p z z x z o Q x HANDICAP PARKING REQUIRED 4 SPACES a P o a'2 0 0 w L o=o CONCRETE CURB H z-0f7 w'>zxw-z❑ \ BUILDING SETBACKS J a w M Z W 0 W W o z z N X X FENCE CHAIN �a�zWaTa-[If'n x REQUIRED PROVIDED - - - - - - - - - �_ � ��°��=g�z0LU°< \ FRONT 25' 118' \\ - - - - - - - STORM PIPE �00 U_ w��a =z00000wwo�ww<wx \ REAR 20' 281' U) � SIDE 10, 246'NORTH&131.2'SOUTH -oE-----OE--— OVERHEAD ELECTRIC CABLE OPEN SPACE DATA TOP OF BERM w TOTAL SITE AREA 22.3 ACRES(971,535 SF) LO x BOUNDARY LINE Q ti IMPERVIOUS AREA 11 ACRES(478,804 SF) I- cfl \ TOTAL OPEN SPACE 11.3 ACRES(492,730 SF) _ SAW CUT LINE � lmr O w \ PERVIOUS AREA 7.9 ACRES(343,678 SF) C \mod. LAKE AREA 3.4 ACRES(149,052 SF) CATCH BASIN C _� m x \ \ AREA LIGHT > LL w M BUILDING HEIGHTS � AUTO GAS CANOPY 20'-0" ELECTRIC =PANEL LLJ Q 22'-6" WOODEN PO EFOR ELECTRIC CABLE Y) U O I TRUCK GAS CANOPY 21'-0" CONV./RETAIL BLDG. x VEHICLE MAINTENANCE BLDG. 22'-11" 0 � U METAL POWER POLE Z W Q Z IRRIGATION VALVE Y w U \ + >a WATER VALVE I0 X \ WATER HYDRANT CD O \ NOTE:CONDITION OF APPROVAL-ALL CATEGORY I INVASIVE � N LL v! a \ PLANTS WILL BE REMOVED PRIOR TO CO APPROVAL. ® WATER METER \ O SANITARY MANHOLE x \ 65' @° SANITARY CLEANOUT 0 STOP SIGN BOLLARD(TYPICAL METAL POST) x \ \ ® WET WELL ®r,— D o x \+ � o X ® X ®® x x \ 4 \ ' No 7946A'% * XJ. STATE O x // `SRO L /l l 3 \ + ryan.gIII04/21/202011:13:00 AM 2 C X O \ Daniel Ryan Gill,P.E. \ License#79462 o + Harrison French& X Associates, D \ \ COA#26421 a� o \ \ N ISSUE BLOCK X W \ \ OTP 08-13-2019 N ADD-3 11-22-2019 ox \ ADD-4 4-22-2020 a) LL \ \ i- -0E-----0E--- 0E-----0E-- --0E--- X C j o I I x II i STORE NO. 467 2 DOCUMENT DATE: 8/13/19 0 � — �. � X J \x +\ CHECKED BY: WFM U z DRAWN BY: ENH CD � J o Q \ PROTO CYCLE: C: U_ a`) ai L U co ) X X X X X X E FL a) L SITE (n PLAN SOUTHEAST J M r- m CD M O 00 � O ' N � N M SHEET: YCV1 . 3 N M Q � � ARCHITECT ENGINEER HARRISON FRENCH SCALE & ASS0CIA 'rES , r. TD 21.38 EG 21.38 EG -- - 10 0 10 20 1705 S.Walton Blvd., Suite 3 Bentonville,Arkansas 72712 t 479.273.7780 1 N 05� 1 inch 10 ft. f 888.520.9685 www.hfa-ae.com / LU LU EXISTING BOLLARD W LL ° o w o F o a TO BE DEMO'ED-SEE PROPOSED � o w ww O� az za Q L ZFOa,C�ZU� ARCH PLANS FOR W o�_�o wpaz 20.70 EG / a a M DEMOLITION INSTRUCTIONS a s Z a w 0 z o a� PROPERTY LINE ww w000�w� w acnQ Ow ------------------ BREAKLINE LL ~w =a> / a a XXX.XX SPOT ELEVATION p ��°Q��ZZ 1H I T E C T N JEE R a n zoso z xz 4 a ° ° FIFE FINISHED FLOOR ELEVATION Q z 0 g�Z w Q Z o z ao a a - 1 FG FINISHED GRADE J 3 c�pa o 0 0 0 w 20.73EG a 4 wag-w5 --woo�� ° a G GUTTER d ��°��xgDz°�°< TC TOP OF CURB =z0<00 Of 0 Xwo�wwZ)wx a U) �Op0LLoow��afa� a EG EXISTING GRADE ° O PROPOSED BOLLARD SEE ARCH. PLANS 1N O O O O O LOUj ° ° as 0 m 2 22.21 TCn/ O O z GENERAL GRADING NOTES � ° 0 a o96f' a 21.71 G a ° 22.10 EG ... p p 00 21.97 FG �- a q 21.97 FG 2L97 FG w 1. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY LL N C a 22.1 TC o ° a a �- FROM BUILDINGS FOR PAVED AND UNPAVED AREAS. Ld 21.60 G (n U O W 21.97 FG ❑ NOTES U UED a Z_ 2D 21.9 TC l- 1N. SAWCUT LINE/MATCH EXISTING ELEVATIONS Y w U 21.40 G ^w W 21.99 FG 0 • O 0 O 2 04 FG 22.43 TC 2 . O - • O �^ 21.93G 0 0 N vJ 4 � x x x x x x x x x x 22.04 FG O O 0 0 x ° 0 0 FFE 22,22 ❑ DETAILS y 0 0 X 21.99 FG a O ® 1D. CONCRETE PAVEMENT SEE DETAIL 1/SHEET YCV3 0 0 x O 0 2D. TYPE"B"CONCRETE CURB&GUTTER SEE DETAIL 2/ 4 SOD 0 --I O SHEET YCV3 r,- D v 0 0 D m 0 0 x x x x 0 0 0 0 3D. CONCRETE SIDEWALK SEE DETAIL 4/YCV3 0 p 0 - - - - `o x D. PARKING LOT STRIPING SEE DETAIL 6/YCV3 22.11 TC 0 A 0 I x 5D. CROSSWALK MARKING SEE DETAIL 8/YCV3 Mm 0 21.98 TC . 21.61 G a x 0 sx 0 m m 0 O 21.48G ' 0 o � O ® O x ^ O O O x 0 4D x to 0 °a a 0 �II W 0 x • 0 0 � b NMI 1114' X 3D 21 4 TC 21.1 FG 22.01 EG 21.40 G 22.04 FG _ O 21.7 TC � 6g�� 21.20G a a 0 0 x �o G 0 j x , � 0 0 21.99 F ° 22.04 FG 0 0 p / ,Zl a 22.54 TC a 22.40 EG 22.30 FG 22.56 TC x 21.15 EGLL I Q 22.06 G X Q a o 0 0 o ADA DOOR 2 ° 2% 22.54 TC 22.04 G + a ' a 21.97 FG o 0 0 o I Ll a + a 21.97 FG 22.36 EG 22.40 EG 22.42 EG 22.43 EG 22.44 EG g ,Z I• + \� �L R Y q a o 21.97 FG o a 21.97 FG o w U o 22.44 EG ° N + \��OPC�;�\GENgF`�,�V<//i ° � ,�0 2 a a 5D ° a Ib\ ° ° STATE OF o 22.20 FG c.] a N °' ° / �`F�ORIDP a d N a s a Ll�n lS'0 ° 22.30 EG G N L ° Q ° x 22.16 FG 22 26L G 2 21.92 FG \ Q ° d 22.23 FG rn N ° ACCESSIBLE ROUTE N o N 21.49 EG ryan.gi1104/21/202011:12:17 AM a� } 22.15EG - - - - - a- - - - - - -7 - a I J . \ _ ___ --- 22. a 21.82 FG 06 FG T 1 2213 EG `22.1 ° � � �22.0 TRENCHING FOR PROPOSED- 22.10 FG � 6 F (6 Daniel Ryan Gill,P.E. Q� 21.92 FG SANITARY SEWER LINE;SEE UTILITY License#79462 ti PLAN FOR MORE INFORMATION 21.86 EGT 21.60 EG Harrison French& Associates, D CD22.00 EG COA#26421 rn 21.73 EG 4D IN M 1D ISSUE BLOCK w OTP 08-13-2019 N ADD-3 11-22-2019 N 21.0 oN ADD-4 4-22-2020 a� 0 U- c a� E U O c O STORE NO. 467 7 L DOCUMENT DATE: 8/13/19 � o O 0 N _ CHECKED BY: SAB > U DRAWN BY: ENH Co o _j PROTO CYCLE: c LL a`)co ai L E a. E (D 21.0 GRADING > �� PLAN EJ C'4 CD 660 \ \ 6 N \ oCD SHEET: Cq YCV2 ARCHITECT EER ENGINEER HARRISON FRENCH ' ' - - SCALE & ASS0CIATES , LTD 10 0 10 20 1705 S.Walton Blvd., Suite 3 Bentonville,Arkansas 72712 t 479.273.7780 1 inch 10 ft. f 888.520.9685 www.hfa-ae.com PROPOSED LEGEND w ww >ui O W ��Q� o awwo F} �w�P� - w www. Od' O(wj��W ZF 0 KZ Z� r — — PROPERTY LINE ww 0W=o� w0aWa�o X"ss SANITARY SEWER LINE aa�Z0- w0°zo'U w a n Q p w O W w} Z N�' w (� m LL Z QHOQ��C7p W HOxO O< zC�Uin gZ oi<� wZQz w QU 0 0 Q❑Q 0ZF¢°T2QN§UNO�waWpUZJ oumwZw¢ o ° O OwO <uNOTES � Lj Waa¢ U w �Fw 0 o0o00o0ww = 1 N. CONNECT TO INTERNAL MEP EQUIPMENT SEE MEP PLANS FOR MORE n a a a INFORMATION a a a s a w 2N. CONNECT TO EXISTING SANITARY SEWER MANHOLE w a a a a 3N. OIL/WATER SEPARATOR (SEE MEP PLANS) ti i / a M co ° 0 O o a a a ❑ DETAILS c 4 a bi a a ° a ° 1 D. UTILITY TRENCH AND BEDDING, SEE DETAIL 3/YCV3 a 4 WASTE OIL TANK;SEE ARCH& LL Qf O < � � FUELING PLANS I 2D. SANITARY SEWER CLEAN-OUT(SEE MEP PLANS FOR SCHEDULE), _ < SEE DETAIL 5/YCV3 L ck FIELD VERIFY LOCATION OF EXISTING / a IRRIGATION LINES AND o U O m / EXTEND IRRIGATION SLEEVES a (� U m / a a TO NEW LANDSCAPE ISLAND a z w 0 Z I/ a L � a a 0 0 @ @@ o Y UJI W W ° ° </Q - a a 20 LF 4"PVC 1.21% a `' C Q 0 a a a a O O N LL d a ... p p . a a a <1 ° O 17.98 FL a a a O 2D ❑o a w 4 Z� o O 4 Z] a O 18.22FL — O O 1N — • o LANDSCAPE ISLAND TO a x x x x x x x x x x BE SODDED AND O IRRIGATE W- 0 O a Nx I FIFE=22.22i O �000�000Z® x !� x Oa 75 LF 4"PVC 1.20%. O 0 0 0 0 O I 0 L x x x O I 0 x I Q O 0 w x O x +�r a s9 0 � EXISTING LIGHT POL RELOCATED LIGHT POLE EXISTING LIGHT POLE O I O 0 ® 0 x o r IN LANDSCAPE ISLAND O TO BE RELOCATED O 1 x O x �,1 � a 0 0 0 �� xSAN� 0 x RI M M 2.35 N INV.8"PVC= 13.35 \\\� ��-RYA I.V a a O I 0 E INV.88"PVC= 13.25 \��N P��GENS�c`.�Oi Z//i 0 0 10 LF 4"PVC 20.22% 1 * ; No 79462 a O IN, x 0 O � � � a a 0 0 0 � a �;` STATE OF 11 � � � < 1D < O 0 x NFLORID LLr7�1 18.22 FL 1 N L a 14.97 FL F ---- Q o 0 0 0 18.22 FL 1 N a 2D k �, /ASS/O < A 4 o 0 0 0 w /,1 II 1 \ 4 Q 4 Q o 0 0 o p + GC TO FIELD ryan.e 11104/21/202011:12:06AM \ a + VERIFY 7 \ < ° a PROPOSED I FLOW LINES j, .13 LF 4"PVC 9.98/o a- O a 3N C 14 LF 4"PVC 13.72% n w ° 4 SOEPARATOR FL=13.35 a °LU Daniel Ryan Gill,P.E. Q O I < License#79462 Harrison French& to co \ a o 27 LF 4"PVC 1.20/o a IO O< Q Associates,LTD C CDa a In a w OA#26421 QL 4 a a Z o aa L 4,. 4IISS a — a 4„SS 4"SS L— - - 411SS — a 4 a �l N ° a - a a a I ISSUE BLOCK 2D 15.15 F W L o 4 a � \ � OTP 08-13-2019 16.92FL 16.59FL � - - - � - - - - - � - - a- - - � � I 2D 2D a — — a c�1 15 LF 4"PV 1.20% S_ _— a ADD-3 11-22-2019 o a 129 LF 4"PVC 1.20% a o 3 o a � 1D � I ADD-4 4-22-2020 N C 2D 17.11 FL I �J Q4 I I E I U w O 0 I O I STORE NO. 467 2 0 DOCUMENT DATE: 8/13/19 c 0 U I CHECKED BY: SFM > I o DRAWN BY: SSA I o _j PROTO CYCLE: c LL N w O N !_ N U_ Uj UTILITY > PLAN E J I CD O w co 0 O C N M SHEET: o� CV M YCV2 . 1 Qo w Q � o PROPOSED 1 = i '' �(�V ■! ,_ ALL EXPANSION JOINTS TO BE SEALED h �� WITH SONOLASTIC SL1 POLYURETHANE CONTROL JOINT SEALANT PER MANUFACTURERS SPECIFICATIONS - - - - - - - - - EXPANSION JOINT HARRISON FRENCH SPEED DOWEL SYSTEM & A s s o C I A 'r E s , 1, r D v NOTE:CONTRACTOR TO FIELD ADJUST JOINTS BASED V-6" �-l.5' 1705 S.Walton Blvd., Suite 3 UPON SITE CONDITIONS SEE CONCRETE PAVING ° ° <° ° ° ° a Bentonville,Arkansas 72712 DETAIL FOR THICKNESS 4 4d ° ° t 479.273.7780 a 44 ° 4 F. a Vie' a - - ° ° f 888.520.9685 ` IT a e ° a ° www.hfa-ae.com d d 4 44 e° d 45'EXPANSION JOINT SPACING 45'EXPANSION JOINT SPACING DEFORMED END IN SLAB POURED FIRST LOAD TRANSFER DOWEL 3/4"SMOOTH uj w F J 0 DOWEL WITH DEFORMED END OR W x LL Q o W z o z a 15'CONTROL 15'CONTROL 15'CONTROL 15'CONTROL 15'CONTROL 15'CONTROL LOAD TRANSFER DOWEL DEFORMED BAR X 1'-2"@ V-6"O.C. D °w(n�o o __o JOINT JOINT JOINT JOINT JOINT JOINT POSITIONING PLATE w o of L`n' w U 1,z z r-�- SPACING SPACING SPACING SPACING SPACING SPACING w w ~O o:w d w<~z REDWOOD BOARD a a F-Z a w 0 o�w o w 3:0 ILLZ w W D�Z 0�w wUU=a> LL w j z w w O=-U F < Z H u W w W H z Zoso zzwxz -0 � (7 J �UOmO¢OOUoDznwi n O Z PAVEMENT EXPANSION JOINT o n w o co`j n o o o Q z � �¢Zwxa��xzc[ nx� 0 Ln 2 z 0¢0 a LL x w 0 w w m 2 O r m �o0owoowcf�f)faf¢� y I I I z I I I a `- 0 °z LLJ I G) o_ 0 CID 0 I I I ° -� co W M LL � O I I I > 00 �' = L z � NOTE:CONTROL JOINTS SHALL BE SAW CUT WITHIN 24 HOURS OF Co (� O m O CONCRETE PLACEMENT-REINFORCEMENT LAPS SHALL NOT BE U LOCATED WITHIN 3 FEET OF CONTROL JOINTS z �J J Cn H 8"WHITE STRIPE(OR I I I v ` n JOINT TO BE SEALED WITH SONOLASTIC w tU MATCH EXISTING) I I I n O z SL1 POLYURETHANE SEALANT PER w � SEE SITE PLAN I I I z z o � MANUFACTURERS SPECIFICATIONS O O ��^ d r X CONTROL JOINTS SHALL N LL' v, D CONTINUE THROUGH CURBS cC__ \ zn CONCRETE PAVEMENT Cn z I I I 0 z ° N co Z O d ° d w I I I O <° d` d � r- d a ° a d O U a SEE CONCRETE PAVING 4 4 4 da 4 4 d , d 4 s . ° v, Z DETAIL FOR THICKNESS d 4 4 d` ®r,- D D00 00zz � Or 6"WHITE STRIPES M WHITE STRIPE(OR @ 24"CENTERS ` J MATCH EXISTING) (OR MATCH EXISTING) NOTE: 1. MARKINGS FOR STREET SHALL BE ACCORDING TO LOCAL CODE TYPICAL JOINT LAYOUT PAVEMENT CONTROL JOINT O REQUIREMENTS AND AS OUTLINED IN SECTION 3B OF THE MANUAL ON to 0 UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. so o 2. MARKINGS WITHIN PRIVATE PARKING LOT SHALL BE PER THIS DETAIL. 3. THESE MARKINGS ARE TO BE PAINTED REFLECTIVE WHITE(OR SHOULD MATCH EXISTING CROSSWALK). CROSSWALK MARKING TYPICAL PAVING JOINT DETAIL 8 N.T.S. 7 N.T.S. NOTES: 7' NOTE:SEE UTILITY TRENCH AND BEDDING DETAIL W W FOR BACKFILL AND BEDDING INSTRUCTIONS. 1.SEE SITE PLAN FOR COMPLETE STRIPING LAYOUT. 2.THIS IS FOR REFERENCE AND DIMENSION CONTROL ONLY. 46.5' 3.ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS HEAVY DUTY FRAME AND COVER OTHERWISE NOTED. UNDISTURBED \ \\� UNDISTURBED \\\ \\,� THREADED PVC CLEANOUT PLUG W/LETTERS"C.O."CAST IN COVER 4.ALL COLORS AS SHOWN OR BY LOCAL CODES. `f' // // GRADE SURFACE AWAY EARTH OR \\ EARTH OR \\ 1"IN GRASSY AREA 5.STRIPING IS THE RESPONSIBILITY OF THE GENERAL / // FROM CLEAN OUT CONTRACTOR )OMPACTED FILL \ /j BACKFILL COMPACTED FILL /\ /j FINAL BACKFILL �0"IN PAVED AREA ti� °° �\\ � RNq:�;G'�///ice j\ // j\ // ADJUSTABLE HEAD OP' %%<1 PIPE SPRING LINE �\ z PIPE SPRING LINE �\ z 4"MIN.2500 PSI P.C. �� \ C° /� INITIAL \ `° /� INITIAL CONCRETE COLLAR * ; No 79462 ,t = LOCATED AT EDGE OF PARKING //. BACKFILL /� BACKFILL \ � \ � 12" 12" i SPACE UNLESS ACCOMPANIED % //1 % //, 1 ACCESSIBLE SIGN SEE BY VAN LETTERING %\ �; j\ i-0 `1 STATE OF � SITE SIGN BASE DETAIL �\ ;;: ;; ;; HAUNCHING �\ ;;: ;; i;%ii;% HAUNCHING i % " 4"TRAFFIC BLUE \\ 4"BEDDING(MIN.) \\ 4"BEDDING / O %% STRIPING @ 45°2'-0"O.C. ACCESSIBLE PARKING SYMBOL \,�\\�\\�\\�\/ j\ \\�\\�� \,�\\�\\�\\�\/ /\��\\�\\�� (MIN.) SIZE OF RISER PIPE PER LOCAL CODES / T �O _ ,/. �� ill/ll IIiII 45°BENDSS/` 4" 4" o o°o o O°° CRUSHED STONE PER LOCAL CODES i 12' i p1 o Z poo o° �000 °Oo o ° �/ ° °o oo°o ryan.gi1104/21/202011:12:53AM O p ° oo 0 O PIPE DIA. W ,00°°°O o0 oo ° DIRECTION OF FLOW O <12" O.D.OF PIPE+(12"TO 18") _ - a� >12" >O.D.OF PIPE+ 18" _ _ Daniel Ryan Gill,P.E. IUD C0 License#79462 CO _ Harrison French& °O° o o°°po o °° °O°p° Associates,LTD CD 5' 12' WATER LINE SANITARY SEWER SEE PLAN FOR PIPE SIZE, ° PLUG WOE IF SERVICE LATERAL COA#26421 WYE DOES NOT CONTINUE TRAFFIC BLUE TYPE,AND ELEVATION ACCESSIBLE SYMBOL N.T.S. N.T.S. M AND LETTERING 0 N 4"TRAFFIC WHITE ISSUE BLOCK w STRIPING @ 45°2'-0"O.C. OTP 08-13-2019 LOADING SPACE NOTES: N PARKING LOT STRIPING 1. IF NEEDED,DOWEL IN TO ADJACENT CONCRETE SLAB SANITARY SEWER CLEAN-OUT ADD-3 11-22-2019 C) 6 PER THE PAVEMENT EXPANSION JOINT DETAIL 5ZL N N.T.S. N.T.S. o ADD-4 4-22-2020 N 2. GUTTER SLOPE TO MATCH ADJACENT PAVEMENT, 4 a`) TRAVERSE AND LONGITUDINAL. 6"PCC SURFACE COURSE GENERAL NOTES 13"PCC SURFACE COURSE LL 3. CURB SHALL MEET STANDARDS&SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. SEE PLANS FOR DIMENSIONS O E 1. BEDDING SHALL BE CLASS I-A WORKED BY HAND. IF 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE m m 6"X6"-6GAWWF ° #4 BARS-18"O.C.E.W. 0 1/2"R GROUNDWATER IS ANTICIPATED, THEN BEDDING CLASS IV-A COMPACTED TO 95/o STANDARD Z) Z) d ° (TYP) SHALL BE CLASS I-B COMPACTED TO 85%STANDARD PROCTOR. U U ° e ° ° 4 PROCTOR. O 0 °ILL ° ° ° ° ° ° e ' a o a ° 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE Y LU a ° U2 ° ° 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE WITH ASTM D 2321-89. UQ Q e ° STORE NO. 467 BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS 0° LL ��1�-/1�c�1�/1 ° 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" o 0 0 0 0 0 0 ��1^_ DOCUMENT DATE: 8/13/19 I-A OR CLASS I-B OR CLASS II COMPACTED TO 85/° 2.5 - - - - - - - - - - PROCTOR. LOOSE LIFTS IN ACCORDANCE WITH ASTM D 698. MIN. 1" 1/2"MIN. RADIUS - - - - -111-_� -_� -_� -_� -_ -_� -_� U CLASS III AND IV-A MATERIALS SHALL BE COMPACTED 6" 1"MAX.RADIUS -III-III-III= = = = = = = = -III-III- CHECKED BY: WFM NEAR OPTIMUM MOISTURE CONTENT. j 3. INITIAL BACKFILL SHALL BE CLASS I-A WORKED BY P.C.CONCRETE PAVING 6"CRUSHED STONE BASE UNYIELDING SUBGRADE C AGGREGATE BASE COURSE HAND,OR CLASS I-B OR CLASS II COMPACTED TO 85% 2-#4 °14 d U COMPACTEDT095%MPD 9. FILL SALVAGED FROM EXCAVATION SHALL BE FREE � SEE PAVING DETAILS DRAWN BY: ENH STANDARD PROCTOR.CD OF DEBRIS,ORGANICS AND ROCKS LARGER THAN 3". iv BARS FOR PAVEMENT o It "_j 4. INITIAL BACKFILL NOT UNDER PAVED AREAS CAN BE 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, 12 ° SECTIONS HEAVY DUTY PROTO CYCLE: E LL NOTES: CLASS III COMPACTED TO 90% STANDARD PROCTOR.a� 6SHEETED, BRACED,OR OTHERWISE SUPPORTED IN -C� U COMPLIANCE WITH OSHA REGULATIONS AND LOCAL (0 N 1.PROVIDE 1/2"EXPANSION JOINT BETWEEN SIDEWALK&ALL FIXED OBJECTS. 5. FINAL BACKFILL SHALL BE CLASS I, II,OR III E a 2.PROVIDE CONTROL JOINTS NO FURTHER THAN 10'APART IN ALL DIRECTIONS. COMPACTED AS NOTED IN NOTES 3.AND 4. ORDINANCES. (SEE SPECIFICATIONS) NOTES: 0) LL 1.DESIGN PER GEOTECH BY TERRACON DATED DECEMBER 10,2009 - 1 3.CONCRETE IS To BE 3500 PSI. DETAIL BASE COURSE&SUBGRADE 2.PAVEMENTS AND SUBGRADES INCLUDING MATERIALS&COMPACTION SHALL MEET 4.SIDEWALKS SHALL MEET STANDARDS&SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. PER PAVING DETAIL STANDARDS&SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION. SHEET O E J 3.CONCRETE IS TO BE 4000 PSI. In CO O 00 � i N o 6" CONCRETE SIDEWALK DETAIL TYPE "B" CONCRETE CONCRETE PAVING DETAIL SHEET: 4 3 UTILITY TRENCH AND BEDDING 2 CURB & GUTTER 1 YCV3 Q0 N.T.S. N.T.S. USED OIL AST SCOPE OF WORK NOTES: J 1. INSTALLATION OF 2,000 GALLON DOUBLE WALLED ABOVEGROUND STORAGE TANK FOR USED OIL STORAGE. 2. CONCRETE PAD FOR 2,000 GALLON AST. 2 t; 3. INSTALLATION OF PNEUMERCATOR LC2000 OVERFILL ALARM CONSOLE. ; 4. EXISTING USED OIL SHALL BE DRAINED AND NEW OIL SHALL BE ADDED TO TANK WITH NEW PNEUMATIC PUMP,TANK PROBE,AND INTERSTITIAL SENSOR TIES INTO OVERFILL ALARM CONSOLE. HARRISON FRENCH 5. EXISTING OIL AST(s)SHALL HAVE TANK PROBES AND INTERSTITIAIL SENSORS ADDED AND TIED INTO THE.SITE MONITOR. 1705 S.Walton Blvd.,Suite 3 6. INSTALLER SHALL ROUTE 1"BLACK IRON USED OIL PIPE FROM EXISTING DIAPHRAGM PUMP TO NEW 2,000 GALLON USED \��, Bentonville,Arkansas 72712 OIL STORAGE TANK. t 479.273.7780 f 479.273.943E 1 7. INSTALLER SHALL ROUTE 1"BLACK IRON USED OIL PIPE ALONG TIRE SHOP WALL ABOVE ALL MAN DOORS. k wunv.hfa-ae.com �8. USED OIL FLEX HOSE FROM NEW PIT SHALL MANIFOLD TO EXISTING LINE AT DIAPHRAGM PUMP AND STRAINER. I 9. USED OIL STRAINER SHALL BE INSTALL AT BOTH PIT(S). 0 w zQ oo� L� '0 0 J •¢¢2ZSw �Z LU — F 2 10. OVERFILL ALARM(S)AND ACKNOWLEDGEMENT SWITCH(S)SHALL BE LOCATION BETWEEN BAY DOORS AT WALL. 4vis --- - , w 2 w a w m�w w c~i o �¢zp�wm��-'woOw u~i= W}zn m 11. INSTALL USED OIL SOLENOID SWITCH(S)BETWEEN BAY DOORS TO CONTROL DIAPHRAGM PUMP IN TIRE STORAGE AREA. Ta w moo o-F- w w 2=0w> Z -Q2Wc�woouowo=o 12. INSTALL NEW OVERHEAD OIL REEL AND PUMP AT OLD USED OIL AST PER NOTE 94. (IF NECESSARY) wx Z�o a0Fv wg ' 13. EXTEND 01L AND GREASE OVERHEAD PIPING IN BAY AREA., IF NECESSARY). --' w z~w x W U 0 z o a �ZwF~O� wwwwouww ( ) �31� J�� — 00=zwwwPnmrwx:C SYJr�•`J1i� ''� xcoL ALL~ozwoww�o USED OIL ABOVEGROUND STORAGE TANK EQUIPMENT �YLs ITEM # DESCRIPTION QTY. PART# MANUFACTURER A01 2,000 GALLON DW AST 1 ------ IOME J�' M to 0 A02 OVERFILL ALARM CONSOLE 1 LC2000-21-00-21-0 PNEUMERCATORLL / A03 TANK PROBE FIELD VERIFY LS600-1-BBH-8MB-L01 PNEUMERCATOR J 3: LLl CO) f NOT USED 0 m �lk LLJ A04 Z_ LCI A05 NOT USED �� Y 24 A06 OVERFILL REMOTE ALARM 2 RA100KR PNEUMERCATOR J� 0 0 CNI L!_ a A07 NOT USED A08 PNEUMATIC OIL PUMP 1 (MATCH EXISTING) V V INSTALLERS SHALL SUPPLY AND INSTALL 2,000 GALLON DW USED OIL 12" O MOUNTING SYSTEM TO ANCHOR THE ABOVEGROUND STORAGE TANK BOLLARDS PROTECTION BLACK IRON USED OIL PIPING TO WALL BO O OVER HEAD OIL PIPING INSTALLER SHALL TANK PROBE SENSOR TANK VENTS(PRIMARY / INSTALL STRAINER AT PITS AND BEFORE USED OIL EXTRACTION POINT AND SECONDARY) {' S :.; <:.:);•�• .::;: . _ E INTERSTITIAL SENSOR RISER DIAPHRAGM PUMP U REFER TO MECHANICAL SHEET FOR USED CONCRETE PAD PER STRUCTURAL o_y.) Y.: •.) �,) t.: ,fit) Y:: '�,) Y.:, �� ' � I. OIL CHASE PIPE ROUTING. DRAWINGS •^')n:T.i .Gf Y)L•'~'',ni: • •')Y:�S••':if r}y �.f .t Y l>.:^•.S.••'<r t .:.L r,;i;.� '•,:i;r'1i:L I: !'.rS.i:L ",:.,r.r>4a a ___._....----.—.------_--__------------_ dP 12'-0" ' OVERFILL ALARM ...� ,r - --FIRE- _,___._-. ._FI� ._�__a`4 / CONSOLE A02 i REFER TO SHEET T-2 DETAIL 2 O O O O r %.tis M J BOX I _1___ E_ ;>� f: !/` t- :y.) 1�:' TANK PROBE o a y � WALL PENETRATION ll I <, ��►�►uiuiinu,�n,� 1 BLACK IRON PIPE ROUTED ALONG I1 0 SED OIL TAN 2 - ®,z.® c G O D EXISTING USED OILuj TIRE SHOP WALLS ABOVE DOORS TO 0 D DIAPHRAGM PUMP FIELD O I I D WALL PENETRATION. / VERIFY LOCATION N --' = No. 4568 TANK iNTERSTITIAG - ROUTE BLACK IRON ;,' ' ....f t RISER Y' L oI ID _ - PIPE AND CONDUIT i, : O D o tr ABOVE EXISTING "; S ATE F Y 00 Q \ EQUIPMENT TO SITE 's s..•i 0 I ® I D o 0 0 { \ CONDUIT TO SITE 71 MONITOR OO I I O D e --� .. D _ 'z �� I , a�n��`� 2019.09.12�� 1v:86:25-05'00' ofID Ryan D J� — ---- 1 ® an S.Ray,P.E. -�-- ---- v / License#64568 Harrison French 8 D oI 3 D D Associates,LTD COA#26421 Cm Y SITE � �� / I 0 c Q MONITOR —. — � ^� 0 0 r� z o 0 o I I o Ly _-- 'y� OO O o - ISSUE BLOCK s l I 0 01 10 z C_ O � c�LL 2 09/13/19 ADD 2 0 0 p EXISTING USED OIL DIAPHRAGM PUMP \ p D O I I � J .\ e 00 Do. 00 — 0 0 0 -_-_ o o � Cm - O O O O f \ o S o -� 0 (t) / STORE N0. 467 co __ ------- d� i C.Y1.) (p DOCUMENT DATE: 05/14/19 USED OIL PUMP / UO ---- USED OIL REMOTE AN DEVICE >� _ _.— ___ _�_-__:�.___-- �___� \ AND ACKNOWLEDGEMENT ` CHECKED BY: BKH 0 -- _-_------- -- -..__.., _ z _— SWfTCffmfw T10 — — USED OIL REMOTE ANDEVICE - --------_ ___- --- ANDACKNOWLEDGEMENT �. FOR USED OIL TANK ONLY �,� DRAWN BY: WWB U ( ) SWITCH LOCATION � � A06 (FOR USED OIL TANK ONLY) I D � J --- ------— A06 �,F PROTO CYCLE: — E - 2 USED OIL PUMP SWITCH :+ 2--- - - -- - c AND -� USED OIL PIPING _ � �� r N ---------- - a'/ ABOVEGROUND TAND ST K � o i LAYOUT e6 NM USED OIL TANK SENSOR CONDUIT DETAIL A TIRE SHOP OIL STORAGE LAYOUT SHEET: r c�'� SCALE:3/8"=V-0" SCALE:3/32"= 1'-0" T-1 o. a) ..-: U) g j BUILDING COLUMN V LEEVE� " TOP OF PLYWOOD PVC s USED OIL CHASE --■-- 3/4" AIR LINE LINER 12'- - - - REF MECHANICAL @ EXPOSED RED STEEL HARRISON FRENCH BEHIND OIL/LOBES 2 & ASS ocinrr: s , Pi. l. c 1705 S.Walton Blvd.,Suite 3 Bentonville,Arkansas 72712 EXISTING SCHED 40 BLACK 3/4" t 479.273.7780 AIR AT BUILDING WALL f 479.273.9436 www.hfa-ae.com -- - AIR LINE TO ! i -- —_-- -------_------_----.----- --------_--_-_--_-_----------------------`--_----_-_-.._---------------------- � — — _� � DIAPHRAGM PUMP �SCHED4Q W Wo�ocn z�'zF- OWH Wcn ° SOLENOID VALVE BLACK ----------------------------- ;a 11 I QZOU W O.1j�W O-'w j EXTENT AIR LINE SWITCH IN BAY w z:t cs� D°w CONTROLLED BY w�,w°�a�°� 3/4 AIR o �� WJ_��o z i Z cn gr- 80- awwu.W2 � ! AREA a�aw°H��wzF- a F OU0�� z zwa2223zo°Z w a z J a Q LL N z_f W w U)U j z N g. dozwl-_-O W~W WUE-Owo 3 OU=ZW a'WH j2tr rnS= I LO r_e - 2 LL 6 o r FLEXIBLE CONNECTING OIL AN ALARM Ld _ J c - i HOSE(TYP.) �/ (n (� - O mROUTE TO J-BOX ! DIAPHRAGM PUMP z W m CONDUIT TO SITE MONITOR m y C� z 33 I (n'P) (n I— w w 0 , 0 0 O jgED-J) N LL. a j -- ----- - _. _ -- - - -- ---- , jI _ - - EW OIL I EW OIL I EW OIL EW OIL I I BLE WAL ' I! BLE WAL I BLE WAL BLE WAL El GREASE , I , j -----------------------------d ------------------------- �,�.- -- ------------ --4 -�-- - - --- --- - I I I ! ! I i I i ! TO 2K USED OIL TANK 75W-90 50W j� I I I I I I I i If II II it �� TRANSMISSION I I EW OILI I EW OIL' ! ' EW OIL I I I EW OIL -- GEAR OIL FLUID - — BLEW L ) BLE W� L ) BLEW L ) I BLE WALL) (----- I I f - ' -------------------------- -------------- --------- 7 prfill" INTERSTITIAL SENSOR •``� •� ,,,,,„ „;,,,,,,,, ��'''•,,� (TYP) OIL TANK PROBE OIL TANK PROBE �G E N NEW OIL STORAGE AREA INTERSTITIAL SENSOR UNDERSLAB PVC SLEEVE 3 _ r NOT TO SCALE (TYP) - No. 568 = S TE OF CONDUITS OVERHEAD USED OIL LINE � �J 1 1/2"BLACK IRON PIPE rn NA1- INSTALLER TO MOUNT USED OIL EXTRACTOR RISER INNER TANK VENT r'funn111110 .PIPE TO,WALL 2019.09.12 15:56:09-05'00' TANK PROBE RISER OUTER TANK VENT WALL PENETRATION 1 1/2"BLACK IRON PIPE Ryan S.Ray,P.E. License#64568 Harrison french& . A02 TO USED OIL DIAPHARGM PUMP PNEUMERCATOR SITE USED OIL LINE Associates,LTD ' DOUBLE WALL USED OIL TANK COA#2s421 MONITOR MOUNTED TO WALL A01 DOUBLE WALL USED OIL TANK 2 3 w ISSUEBLOCK 0 ` II 2 09/13/19 ADD 2 0 000 C. \\ PLUG O A03 c� W t tom- SENSOR WIRE GUTTER `` USED OIL TANK PROBE c � � i 1 6 1 d I STORE NO. 467 DOCUMENT DATE: 05/14/19 CHECKED BY: BKH z +l M ` ,� TANK SUPPORT i DRAWN BY: WWB PROTO CYCLE: i LL E N -- --- - — - - - - --— - - - -- - -- - -- 1-. ma � . AN o � � - 4 . 6 4 b � d 4 4 b � ��. 4 � d b b. a 4 4 USED OIL TANK D EQUIPMENT E,LL ° v b boo ' v ° a b + ° a b vb v b4 e' C DETAILS a d' a 4 O � � SIDE VIEW 2 END VIEW �' o SITE MONITOR PANEL 2,000 GALLON USED OIL AST ELEVATION DETAIL < � 0 0 2 NOT TO SCALE 1 SHEET: T-2 ? nM NOT TO SCALE SPRINKLER SYMBOL LEGEND GENERAL NOTES . EXTERIOR WALL/ x STRUCTURE h t a l 3F,. , 1 SUPPLY FROM SYMBOL SIZE MFR MAKE S.I.N. FINISH STYLE TEMP SYMBOL DESCRIPTION (SYMBOLS USED IF APPLICABLE) 1. THE DESIGN SHOWN ON THESE CONTRACT DOCUMENTS HAVE ' SPRINKLER SYSTEM FACTOR BEEN PREPARED TO PROVIDE GUIDANCE FOR BIDDING ONLY. Q SPRINKLER MAIN RISER THE CONTRACTOR SHALL SUBMIT FIRE SPRINKLER SHOP ZONE MATCH MATCH MATCH MATCH MATCH MATCH MATCH MATCH m ��}� °��: ,z•:, �"°' �" `r'=m=�.�, EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING EXISTING DRAWINGS FOR APPROVAL BY THE AUTHORITY HAVING FASTEN SECURELY a 1/2" TYCO TY-B TY3351 BRASS HSW 200 5.6 ® DRY PIPE VALVE JURISDICTION (AHJ) AND AS REQUIRED BY SPECIFICATION HARRISON FRENCH SECTION 01330. CONTRACTOR SHALL BASE SHOP DRAWING & ASSOCIATES , LTD TO WALL DESIGN ON THE FIRE PROTECTION DRAWINGS AND 1" TYCO DS-1 TY3355 WHITE HSW 286 5.6 CO C RISE/DROP NIPPLE SPECIFICATIONS. SPRINKLER SYSTEM SHOP DRAWINGS SHALL 1705 S.Walton Blvd.,Suite 3 INCLUDE ALL NECESSARY ELEVATIONS, HANGER LOCATIONS, Bentonville,Arkansas72712 1" GLOBE VALVE CONTRACTOR MAY SUBSTITUTE SPRINKLERS OF SAME SIZE, RESPONSE OR CAP OR PLUG PIPE LENGTHS, DIMENSIONS, FABRICATION METHODS, NOTES, t479.273.7780 (NORMALLY OPEN) TIME, K-FACTOR AND TEMPERATURE CLASSIFICATION UNLESS MATERIAL DATA, AND ANY OTHER INFORMATION REQUIRED f 888.520.9685 PROHIBITED BY THE SPECIFICATIONS. DESCRIBING THE INTENT OF THE INSTALLATION. CONTRACTOR PROVIDE SPARE SPRINKLERS AND WRENCHES FOR ALL TYPES OF AUXILIARY DRAIN SHALL PROVIDE PIPE SIZES, SPRINKLER SPACING, AND ALL www.hfa-ae.com SPRINKLERS PRESENT, QUANTITY PER SPECIFICATIONS, TO BE SYSTEM CONFIGURATIONS AS SHOWN. ANY ALTERNATES TO 2" DRUM DRIP LE_G +-O INSPECTOR'S TEST/AUXILIARY DRAIN THE DESIGN OF THE SYSTEM OR IN MATERIALS AND MINIMUM 12" LENGTH LOCATED IN SPRINKLER CABINETS IN SPRINKLER ROOM. EQUIPMENT USED MUST BE APPROVED IN WRITING VIA THE W Z I Iwo �0 W=> REQUEST FOR INFORMATION PROCESS BY THE FIRE w Q W a W W -� SMALL HOSE VALVE o7 ~o Z W PROTECTION ENGINEER OF RECORD PRIOR TO ANY BIDDING, W J o >W o 1" GLOBE VALVE FABRICATION, OR INSTALLATION. w =K o o WITH SIGNAGE M FIRE DEPARTMENT CONNECTION (FDC) w W¢Zzo 2. CONTRACTOR SHALL COORDINATE LOCATIONS OF FIRE o W a=m W Q tl ¢��c.-w9; NORMALLY CLOSED a 0��W W= ( ) TO BRANCH PROTECTION COMPONENTS INCLUDING PIPING, ALARMS, Z W LL} ROOF DECK -O- HYDRANT � ��W¢= a«2�32 Ns LINE OR MAIN DRAINS, .TEST. POINTS, ETC. WITH ALL ARCHITECTURAL, ° ¢.o N W;��o SEAL OPENING WITH STRUCTURAL, MECHANICAL AND ELECTRICAL COMPONENTS. t= 0 9 W = GROUT AND PROVIDE Q FIRE ALARM BELL ""`- w I Z LL K�d �_,h-Q'F- OBSTRUCTIONS TO SPRINKLERS DISCHARGE MUST BE O Z o a r CHROME ESCUTCHEON PIPE HANGER a CONSIDERED DURING SHOP DRAWING PRODUCTION AND o W w N_W W ON INSIDE OF WALL TO TOP CHORD z W=O o z OF BUILDING Q SPRINKLER PIPE SIZE REDUCER INSTALLATION. EXTRA SPRINKLERS MAY BE REQUIRED AT NO c~n =`=p8p 5 LL LL=w W Zp N O U o 0 0¢n W¢U STRUCTURE ADDITIONAL COST TO THE OWNER. REFER TO 1" GALVANIZED � z / OR /�/ PIPE HANGER OR TRAPEZE HANGER SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. LO WALL PLATE DOOR TRACK z SEAL ESCUTCHEON TO � SEISMIC BRACE 3. SUBMIT A REQUEST FOR INFORMATION (RFI) FOR ALL '�' O 1" GALVANIZED WALL WITH CONTINUOUS OVERHEAD DOOR QUESTIONS RELATED TO THE FIRE PROTECTION DOCUMENTS. M o6 Q 45• ELBOW SEALANT FILLET of HYDRAULIC REFERENCE NODE POINT 4. ROUTE ALL SPRINKLER MAINS ABOVE THE BOTTOM CHORD O OF THE BAR JOISTS. LLL_ p 1 SMOOTH BORE CORROSION Z Q RESISTANT OUTLET WITH NEW SPRINKLER/CONNECTION = LL U c FLOW EQUAL TO ONE 4" MIN. SIDEWALL HEAD 5. NEUTRALIZATION/DEMISING WALLS, IF APPLICABLE, ARE � U 9 z 6 MAX. EXISTING SPRINKLER TO REMAIN OR SHOWN ON ARCHITECTURAL DRAWINGS. REFER TO m Q W SPRINKLER WITH SMALLEST z AND GUARD N _ i oR hX MECHANICAL DRAWINGS FOR NEUTRALIZATION WALL z � of = m FLOOR � � C� DEMO AND PLUG/REUSE OUTLET z W � � ORIFICE. (OMIT WHEN ONLY PENETRATIONS. O w AUXILIARY DRAIN) EXTERIOR INTERIOR °R— EXISTING PIPE TO REMAIN OR DEMO Y � U — X X,X X X 6. SPRINKLER SYSTEMS WILL BE MONITORED BY AN OFF-SITE � p NOTE: HANGER SUPPORT ROD IS NOT TO LU = UJI BE SUPPORTED FROM THE DOOR TRACK. CENTRAL STATION, INCLUDING TAMPER SWITCHES ON ALL GENERAL PIPING CONTROL VALVES AND FLOW SWITCHES. O 0 i - (D & HANGER ROD MUST BE SUPPORTED FROM N ILL 0 o) - a TOP CHORD OF ROOF STRUCTURE 7. IF APPLICABLE, THE CONTRACTOR SHALL ASSUME THAT ANY AUXILIARY DRAIN / AND DEMOLITION NOTES CURTAIN BOARDS OR DRAFT CURTAINS WILL BE INSTALLED O INSPECTOR ' S TESTZDRUM DRIP ROLL— UP2 DOOR PRIOR SI THE SPRINKLER PIPING, CONTRACTOR SHALL AI y RESPONSIBLE FOR PROPER PENETRATIONS OF THE CURTAIN 3 NTS 10.30.07 F12 NTS F32 1. CONTRACTOR MUST VISIT THE BUILDING TO DETERMINE THE BOARDS OR DRAFT CURTAINS AND SEALING WITH APPROVED FULL EXTENT OF THE EXISTING FIRE PROTECTION WORK AND FIRE CAULKING. I EXISTING CONDITIONS, BECOME TOTALLY FAMILIAR WITH THE DISCONNECTIONS, REMOVALS,. RELOCATIONS AND/OR 8. PENETRATIONS -0F RATED WALLS OR ASSEMBLIES SHALL BE Q RECONNECTIONS OF EXISTING FIRE PROTECTION EQUIPMENT FIRE. CAULKED WITH APPROVED CAULKING PER METHODS REQUIRED, AND CONDITIONS IN THE PROPOSAL FOR THIS REQUIRED BY THE AHJ AND PROJECT SPECIFICATIONS. PROJECT. NO EXTRA COMPENSATION WILL BE PAID FOR LACK OF SUCH DETERMINATION, FAMILIARIZATION, AND/OR 9• THE FIRE PROTECTION ENGINEER OF RECORD WILL NOT BE ALLOWANCE. RESPONSIBLE FOR THE CONTRACTORS FAILURE TO CARRY OUT THE CONSTRUCTION WORK IN ACCORDANCE WITH THE 2. UNLESS NOTED OTHERWISE, DISCONNECT AND REMOVE ALL CONTRACT DOCUMENTS, NOR SHALL THEY BE REQUIRED TO EXISTING FIRE PROTECTION COMPONENTS NOT INTENDED TO SUPERVISE THE CONDUCT OF THE WORK. THE NEW AUXILIARY DRAIN/ BE REUSED. CONSTRUCTION PROCEDURES AS SET FORTH BY THE 0 INSPECTOR'S TEST. GENERAL CONTRACTOR, SUBCONTRACTORS, THEIR REFERENCE DETAIL 3. `- 3. REMOVE ALL DEMOLITION MATERIALS AND DEBRIS TO AN RESPECTIVE EMPLOYEES OR ANY OTHER PERSON AT THE -- - - — -- -- -- _ -- JOBSITE OTHER THAN THE ENGINEERING FIRMS OWN ------- - APPROVED DUMPING SITE AND CLEAN ALL FIRE PROTECTION EMPLOYEES 2 2 2 2 � WO PRIOR TO PROJECT COMPLETION. N a 11-0 N o tt-o 2 R o tt-o -_- _.. _-__-- _ =S_--..-__-.--_---_- ___-- 10. SPRINKLER PROTECTION IS REQUIRED ABOVE THE K U 4. PERFORM ALL WORK ACCORDING TO THE PROJECT PHASING N MAIN PIPING SHALL. PENETRATE THE ` SCHEDULE INFORMATION FOR THIS PROJECT. PROVIDE ALL ELECTRICAL ROOMS 0 NECESSARY FIRE PROTECTION WORK, TEMPORARY AND/OR ELECTRICAL ROOMS. .. OTHERWISE, AND USE WHATEVER MEANS NECESSARY, TO 11. THE CONTRACTOR MUST REVIEW ALL CONSTRUCTION CD r, = CONFORM TO THE REQUIRED CONSTRUCTION PHASING OF DOCUMENTS PRIOR TO BID. SHOULD MODIFICATION TO THESE N O N O N o ,:C: THE PROJECT. E T ROJE I BECOME TRADES, IT WILL BE THE PLANS BEC COORDINATE HE 5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR SYSTEM WITH CONTRACTORS RESPONSIBILITY TO OBTAIN APPROVAL OF REPLACING ITEMS DAMAGED DURING DEMOLITION AND ♦♦♦�11111Up�� -EXISTING TIRE CONSTRUCTION. ♦ Q I� THESE CHANGES BY THE AHJ AND THE FIRE PROTECTION STORAGE �♦��ST••�.,• /`/ ENGINEER OF RECORD. IN ADDITION TO OBTAINING THE & 6. CONTRACTOR SHALL PATCH ALL HOLES TO MATCH APPROVALS CONTRACTOR MUST MAKE `�� ••.• S;• ,fj�e NECESSARY AP THE T R GEN F - ^�� NOTE OF ALL FIELD OR COORDINATION CHANGES ON THE ♦ e N o N o N o n ADJACENT SURFACES LEFT UNUSED AFTER EXISTING INSTALLATION DRAWINGS. ONCE COMPLETE THE �/: •';�� SPRINKLER PIPING OR EQUIPMENT IS REMOVED AND ,�� q o. 84625 l - �� o� VACATED FROM THESE HOLES. CONTRACTOR SHALL SUPPLY ONE COPY OF THE AS-BUILTM Y :'0t EXISTING USED DRAWINGS TO THE FIRE PROTECTION ENGINEER OF RECORD _ TIRE STORAGE FOR THEIR USE 7. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND �-o S T TE O x r:� t 13.904 • A\ <v C NT ACCESS ROADS 12 INSPECTOR eel •. MAINTAINING FIRE DEPARTMENT . THE CONTRACTOR SHALL DIVERT ALL DRAIN AND INS ECT e Q w - THROUGHOUT THE PROJECT. TEST CONNECTION DISCHARGE AWAY FROM FINISHED ��ie� '• .. .. � } SURFACES AND PIPE TO APPROVED DRAIN LOCATIONS. THE �i`SS ♦�� 8. SPRINKLER SYSTEMS NOT ASSOCIATED WITH THE DEMOLITION CONTRACTOR WILL BE BACK CHARGED FOR ANY REPAIR, �� 111 ♦♦♦ N N o N o SHALL BE LEFT IN SERVICE. EXISTING __. __. _. A.__ _ _ REPLACEMENT, OR CLEANING OF RUST STAINS ON NEW SERVICE ' SERVICE BAYS PAVEMENT, CONCRETE DUE TO WATER DISCHARGE FOR BAY - - "- -- - 9 SPRINKLER SYSTEM DRAIN DOWNS. E ALL WORK SHALL BE PERFORMED SO AS TO NOT INTERRUPT 0 13.901 - SERVICE. THE CONTRACTOR SHALL PROPERLY NOTIFY TH --_-— f a----__-_ ._, __._.. _ _ _ ;,� __ _ - Emest Yonkers,P.E. - LANDLORD, THE LESSOR AND THE ADJACENT TENANTS A 13. WHEN SYSTEM PRESSURES EXCEED 100 PSI, REFER TO License#aas25 MINIMUM OF 48 HOURS IN ADVANCE BEFORE PROCEEDING NFPA FOR MAXIMUM ARM OVER LENGTHS AND HANGING Harrison French& O o O WITH THIS WORK. ALL WORK SHALL BE SCHEDULED IN INSTRUCTIONS. Associates, LTD N N N ADVANCE. 10. ALL SYSTEMS TO BE LEFT IN SERVICE PRIOR TO THE END 14. PROVIDE A MINIMUM OF 5 PSI SAFETY FACTOR FOR w x OF EACH WORKDAY. HIGHER SAFETY LIC FACTORWHOEN SPRINKLER EQUIIRED BY THE S. USE z ----. AUTHORITY HAVING JURISDICTION. ISSUE BLOCK 0 z P Q u FIRE PROTECTION No No No n _ _ Y NOTES APPLICABLE CODES . n KE OT w Of - -, EXISTING SERVICE J _..._. . CA OD � n R CENTER � a EXISTING LOBBY 13.901. PROVIDE NEW UPRIGHT SPRINLU KLER PROTECTION AS LL _ SHOWN AND TIE INTO EXISTING SPRINKLER SYSTEM. HANG PIPING PER NFPA'13 REQUIREMENTS. NFPA STANDARDS EDITION NFPA 13 2013 N o N o N o ___ EXISTING 13.902. N BENEATH OVERHEAD mm � - � �� " � �- �_ -�� ESOTORAGET DOORIS REFERENCE DETAILC�10 OTHER STANDARDS (IF APPLICABLE) 0 EXISTING u, 13.902 0� \a �• RESTROOM 13.903. COORDINATE LOCATIONS OF EXISTING SPRINKLERS N/A o t� o� �, �, 4'_..� �� WITH NEW WALL CONSTRUCTION. RELOCATE EXISTING (REFER TO SHEET C1 FOR APPLICABLE BUILDING CODES) STORE NO. 467 Z o o � o o<�, `. �: .n , o S 0 0] DOCUMENT DATE: 05/14/19 � SPRINKLERS AND/OR PROVIDE NEW SPRINKLERS A "' ;. REQUIRED PER NFPA 13 SPACING REQUIREMENTS. n .x,_. Rd_. ` F"n«`x:e.= 10 11-0 9- -0 11-0 CHECKED BY: EDY _ -- a-+ PROTECTION LL 13.904. PROVIDE DRY HORIZONTAL SPRINKLER P n BENEATH TIRE STORAGE CANOPY AS SHOWN. DRAWN BY: BLB EXISTING AIR \ NEW CHANGING '-,..,,-- .: u LL COMPRESSOR ROOM ROOM = PROTOCYCLE: Cn OVERALL FIRESPRINKLER PLAN(D 0 13.903 FIRE SPRINKLER 0 co PLAN & NOTES o � SHEET: N O M N YF1 R,f0